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1000 Plantation Lakes Cir 99-796 Plans New construction Plantation Lakes AptsN r 4 '- PANEL A 240/126V,. 1 PN."; 3 W, 1 OKA I PANEL A2 PANEL A3 PANEL A4 PANEL. Cl PANEL C2 _ C 240/120 V, 1 PH., 3 W, 1 OKA I C 240/120 V.- 1 PH., 3 W. 1 OKA I C 240/120 V. 1 PH. , 3 W. l OKA I C 240/120 V. 1 PH., 3 W, 10KA I C 240/120 V, 1 PH. 3 1 OKA 10p h, . M.La p. 100 A, M. L. 0. 100 A, M. L. 0. 100 A. M. L. 0. _ 1 00 A, M.'L, 0. 100 A, M. L. , 0. W, I > :CIRCUIT " NUMBER BREAKER �,IZ,E WIRE '' � I ZE DESCR T P7 TON LOAD CIRCUIT jj BREAKER s I zE WIRE �E. DESCRIPTION LOAD CIRCUIT BREAKER $ I ZE WIRE �j,�. DESCR P7I ON CIRCUIT BREAKER WIRE CIRCUIT BREAKER WIRE CIRCUIT BREAKER WIRE ,Q j L48l2 NUMBER �La alM DE,�RI PT I ON Lm NUMBER .5.1.7.E �LZE , QFSS�RI P.T 1 Q�! L Q& NUMBER alZE. ajM ' DESCRIPTION J, OAD 1-2 3 20A/1P 20A%1P #12 APPLIANCE CIRCUIT 3000 1-2 20A/1P #12 APPLIANCE:CIRCUI7 3000 1-2 20A/1P #12 APPLIANCE CIRCUIT 3000 1-2 20A/lP #12 CIRCUIT 3000 1-2 ' 20A/1P #12 APPLIANCE CIRCUIT 3000 1-2 2OA/lP # 12 APPLIANCE CIRCUIT 3 000 4 20A/1P #12 #12 BATHROOM CIRCUIT LAUNDRY CIRCUIT - 1200 3 4 20A/lP 20A/lP #12 BATHROOM CIRCUIT - 3 20A/lP #12 BATHROOM CIRCUIT - 3 -20A/1P #12 *APPLIANCE BATHROOM CLRCUIT - 3 20A/1P #12 BATHROOM CIRCUIT - 3 20A/1P #12 BATHROOM CIRCUIT - 5, 7 30A/2R #10 DRYER 5.000 5,7 30A/20 #12 #10 LAUNDRY CIRCUIT DRYER 1200 5000 4 5.7 20A/iP 30A/2P #12 LAUNDRY CIRCUIT DRYER 1200 4 2QA/lP #12 LAUNDRY CIRCUIT 1200 4 20A R /1 #12 LAUNDRY CIRCUIT 1200 4 20A/1P #12 LAUNDRY CIRCUIT 1200 Q, 8 60A%2P: #4 RANGE 8000 6, 8 50A/2P #4 RANGE 8000 6,8 50A/2P #10 #4 RANGE 5000 8000 5,7 6,8 3OA/2P 50A/2P #10 DRYER RANGE 5000 5.7 3OA/2P #10 DRYER 5000 5.7 30A/2P #10 DRYER 5000 9 2OA/1P #12 DISHWASHER 1200 9 20A/lP #12 DISHWASHER 1200 9 20A/1P #12 DISHWASHER 1200 9 20A/1P #4 #12 DISHWASHER 8000 1200 6,8 9 50A/2P 20A/1P #4 RANGE DISHWASHER 8000 618 50A/2P #4 RANGE 8000 10 2OA/1P #12 REFRIGERATOR 10 20A/1P #12 REFRIGERATOR 10 20A/lP #12 REFRIGERATOR 10 20A/lP #12 REFRIGERATOR 20A/lP #12 REFRIGERATOR 1200 9 ZOA/1P # 12 DISHWASHER 12 0 Q 1,1; 13 30A/2P #10 WATER ;HEATER 4500 11.13 30A/2P #10 WATER HEATER 4500 11,13 30A/2P #10 WATER HEATER 4500 11,13 3OA/2P #10 WATER HEATER 4500 .10 11,13 30A/2P #12 WATER HEATER 10 20A/1P #12 REFRIGERATOR 12 20A%IP #12 DISPOSAL 800 12 20A/1P #12 DISPOSAL 300 12 2OA/1P #12 DISPOSAL 300 12 2OA/1P #12 DISPOSAL 300 12 20A/1P #10 DISPOSAL 4500 11.13 30A/2P #10 WATER HEATER 4500 14-15 - 16-23 20A/1P 15A/1P #12 �„ #1.4 , SPARE GENERAL LIGHTING 2781 14-15 16-23 2OA/lP 15A 1P / #12 #14 SPARE GENERAL LIGHTING 2367 14-15 16-23 20A/IP 15A 1P / #12 14 .SPARE GENERAL LIGHTING 9334 14-15 16-23 20A/1P 15A iP /1 #12 � SPARE GENERAL LIGHTING 2484 14-15 16-24 20A/1P 15A/1P #12 #12 ' 14' SPARE GENERAL LIGHTING 300 3420 12 14-15 16-24 20A/1P 20A/1P 15A/1P #12 #12 #14`' DISPOSAL SPARE 300 927 SQ. FT. X 3 789 SQ. FT. X 3 778 SQ. F7. X 3 828 SQ. FT. X 3 •... GENERAL LIGHTING 3423 0 -/- i - 0 - -/- - ° 0 1140 SQ. FT. X 3 Al 1141 SQ. FT. X 3 -/ 0 -- -/- -/_ _1 _ ° _ -/- _ 0 _ _ _ 0 - -/_ - - 0 - -/ - �. ° _ -/ _ _ O 0 - - -/- -/- - - - - 0 - -/- - - p 0 - -/_ - - 0 TOTAL 25981 TOTAL 25567 TOTAL 25534 TOTAL 25684 TOTAL 26620 TOTAL 26623 IOKW @ 100% REMAINDER 0 40% 10000 6392 IOKW 0 100% REMAINDER 0 40% 10000 6227 IOKW @ 100% 10000 1QKW 0 100% 10000 lOKW 0 100% 10000 lOKW 0 100% 10000 REMAINDER 0 40% 6214 REMAINDER @ 40% 6274 REMAINDER @ 40% 6648 REMAINDER 0 40% 6649 24 25A/2P #10 LARGER OF HEAT OR A/C - A/C @ 100% 3120 LARGER OF HEAT OR A/C 3120 LARGER OF HEAT OR A/C 3120 LARGER OF HEAT OR A/C 3120 LARGER OF HEAT OR A/C 4745 LARGER OF HEAT OR A/C 6370 25 30A/2P #10 4800 HEAT '@ 65% 24 25 20A/2P 30A/2P #12 - A/C @ 100% 4800 HEAT 24. 20A/2P #lZ - A/C 0 100% 24 25A/2P #10 - A/C @ 100% 25 25A/2P #10 - A/C 0 100% 25 25A/2P #10 - A/C @ 100% #10 0 65% 25 30A/2P. #10 4800 HEAT 0 65% 25 30A/2P #10 4$00 HEAT @ 65% 26 40A/2P #8 7300 HEAT @ 65% 26 6OA/2P #4 9800 HEAT @ 65% TOTAL CALCULATED 19512 TOTAL CALCULATED 19347 TOTAL CALCULATED 19334 TOTAL CALCULATED 19394 TOTAL CALCULATED 21393 TOTAL CALCULATED 23019 AMPS 0 240 V. 1 PHASE 81.3 AMPS 0 240 V, 1 PHASE 80.6 AMPS @ 240 V, 1 PHASE 80.6 AMPS 0 240 V, 1 PHASE 80. 8 ' AMPS 0 240 V. 1 PHASE 89. 1 AMPS 0 240 V, 1 PHASE 95.9 TOTAL CONNECTED 30781 TOTAL CONNECTED 30367 TOTAL CONNECTED 30334 TOTAL CONNECTED 30484 TOTAL CONNECTED 33920 TOTAL CONNECTED 36423 PANEL C3 PANEL C4 PANEL C5 PANEL O1 PALL D2 240/120 V, 1 PH., 3 W. 3OKA I C 240/120 V. 1 PH.-, 3 W, IOKA I C 240/120 V, 1 PH.', 3 W. i OKA I C 240/120 V, 1 PH., 3 W,. 1 OKA I C 240/120 V. 1 PH., 3 W, 1 OKA I C 100 A. M. L. 0. 100 A, M. L. 0. 100 A, M. L. 0. 100 A. M. L. 0. 100 A. M. L. 0. CIRCUIT BREAKER WIRE L1UM@ER SIZE 21ZE DESCRIPTTON LOAD CIRCUIT BREAKER WIRE 1 !@ER SIZE s�zE pESCRIPTION L4AQ CIRCUIT BREAKER WIRE LUMBER SIZE DESCRIPTION CIRCUIT BREAKER WIRE CIRCUIT BREAKER WIRE . BIZE J�OAD NUMBER SIZE SIZE (3ESCRIPl'ION LOAD NIMBER SIZE SIZE DESCRIPTION LQ& 1-2 20A/1P #12 APPLIANCE.CIRCUIT 3000 1-2 20A/1P #12 APPLIANCE CIRCUIT 3000 1-2 2OA/IP #12 APPLIANCE CIRCUIT 3000 1-2 20A/iP #12 APPLIANCE CIRCUIT 3000 1-2 20A/1P #12 APPLIANCE CIRCUIT 3000 3 20A/1P #12 BATHROOM CIRCUIT - 3 20A/lP #12 BATHROOM CIRCUIT - 3 20A/lP #12 BATHROOM CIRCUIT - 3 20A/1P #12 BATHROOM CIRCUIT - 3 20A/1P #12 BATHROOM CIRCUIT 4 20A/iP #12 LAUNDRY CIRCUIT 1200 4 20A/1P #12 LAUNDRY CIRCUIT 1200 4 20A/1P #12 LAUNDRY CIRCUIT 1200 4 20A/1P #12 LAUNDRY CIRCUIT 1200 4 20A/IP #12 LAUNDRY CIRCUIT 1200 507 6,8 30A/2P 50A/2P #10 DRYER RANGE 5000 5,7. 30A/2P #10 DRYER 5000 5.7 30A/2P #10 DRYER 5000 5.7 30A/2P #10 DRYER 5000 5.7 30A/2P #10 DRYER 5000 9 20A/iP #4 pISHWASHER 8000. 6,,8 50A/2P #4 RANGE 8000 618 50A/2P #4 RANGE 8000 6,8 50A/2P #4 RANGE 8000 618 50A/2P #4 RANGE 8000 10 20A/lP #12 1200 9 20A/lP #12 DISHWASHER 1200 9 20A/lP #12 DISHWASHER 1200 9 20A/lP #12 DISHWASHER 1200 9 2OA/1P #12 DISHWASHER 1200 11.13 30A/2P #12 REFRIGERATOR WATER HEATER 10 20A/lP #12 REFRIGERATOR 10 20A/1P #12 REFRIGERATOR 10 2OA/1P #12 REFRIGERATOR 10 20A/lP #12 REFRIGERATOR 12 20A/1P #10 DISPOSAL 4500 111:13 30A/2P #10 WATER HEATER 4500 11,13 30A/2P #10 WATER HEATER 4500 11.13 30A/2P #10 WATER HEATER 4500 11,13 30A/2P #10 WATER HEATER 4500 14-15 20A/lP #12 SPARE 300 12 20A/1P #12 DISPOSAL 300 12 2OA/lP #12 DISPOSAL 300 12 20A/1P #12 DISPOSAL 300 12 20A/lP #12 DISPOSAL 300 16-24 15A/1P �1� 14 GENERAL LIGHTING 3441 14-15' 16-24 :2OA/iP 15A/1P#i4 12 SPARE GENERAL LIGHTING 3627 14-15 16-24 20A/IP 15A/1P14 12 SPARE GENERAL LIGHTING 3681 14-15 16-25 20A/1P 15A 1P#14 / #12� SPARE GENERAL LIGHTING 4836 14-15 16-25 2OA/1P 15A 1P / #12 #1 4 SPARE GENERAL LIGHTING 3780 1 1147 SQ. FT. X 3 1209 SQ. FT. X 3`/� .� 1227 SQ. FT. X 3 1612 SQ. FT. X 3 1260 SQ. FT. X 3 -/- ° - _/- -1 - 0 - _/- _L1 - 0_ - - - 1 - - - -/- - - 0 - - /- _ - 0 - - /- - - o _ - - - - o - ° TOTAL 26641 TOTAL 26827 TOTAL 26881 TOTAL 28036 TOTAL 26980 lOKW 0 100% 10000 IOKW 0 100% 10000 IOKW 0 100% 10000 IOKW 0 100% 10000 IOKW @ 100% 10000 REMAINDER @ 40% 6656 REMAINDER @ 40% 6731 REMAINDER @ 40% 6752 REMAINDER 0 40% 7214 REMAINDER @ 40% 6792 LARGER OF HEAT OR A/C 6370 LARGER OF HEAT OR A/C 6370 LARGER OF HEAT OR A/C 6370 LARGER OF HEAT OR A/C 6370 LARGER OF HEAT OR A/C 6370 25 25A/2P #10 - A/C 0 100% 25 25A/2P #10 - A/C @ 100% 25 30A/2P #10 - A/C @ 100% 26 30A/2P #10 - A/C @ 100% 26 30A/2P #10 A/C @ 100% 26 6OA/2P #4 9800 HEAT 0 65% 26 6OA/2P #4 9800 HEAT @ 65% 26 6OA/2P #4 9800 HEAT 0 65% 27 6OA/2P #4 9800 HEAT @ 65% 27 60A/2P #4 9860 HEAT @ 65% TOTAL CALCULATED 23026 TOTAL CALCULATED 23101 TOTAL CALCULATED' 23122 TOTAL CALCULATED 23584 TOTAL CALCULATED 23162 AMPS @ 240 V, 1 PHASE 95.9 AMPS @ 240 V. 1 PHASE 96. 3 AMPS 0 240 V, 1 PHASE 96.3 AMPS *@ 240 V. 1 PHASE 98.3 AMPS @ 240 V, 1 PHASE 96.5 TOTAL CONNECTED 36441 .TOTAL CONNECTED 36627 TOTAL CONNECTED 36681 TOTAL CONNECTED 37836 TOTAL CONNECTED 36780 BUILDING. TYPE I ( METER ,CENTER ' A' ) 1 X Al: 1 X 30. 7 KW 30.7 KW 1 X AZ: 1 X 30.3 KW _ 30.3 KW 2.X Cl- 2 X33.9KW- 67.8KW 1 X C2: 1 X 36.4 KW 36. 4 KW 3 X. C4: 3 X 36.6 KW = 109.5 KW 2 X, "D1:.2 X 37.8 KW = 75.6 KW - X-:0 X0.0 KW = 0.0 KW - X - : 0 X 0.0 KW 0.0 KW - X - : 0 X0.0 KW = 0.0 KW - - X - : 0 X 0.0 KW = 0.0 KW 350.6 KW X 0.43 = 150. 8 KW HOUSE ,PANEL = 5.0 KW TOTAL 155. $ KW AMPS @ 240V,IPH 649 A BUILDING TYPE I ( METER CENTER ' B' ) 1 X A1: 1 X 30.7 KW = 30.7 KW 1 X A2: 1 X 30.3 KW = 30.3 KW 2 X C1: 2 X 33.9 KW = 57.8 KW 1 X C2: 1 X 36.4 KW = 36.4 KW 3 X C4: 3 X 36.6 KW = 109.8 KW 2 X D 1: 2 X 37.8 KW = 75.6 KW - X-:0 X0.0 KW= 0.0 KW - X, - : 0 X 0.0 KW = 0. 0 KW - X - ; 0 X 0.0 KW = 0.0 KW - X - : 0 X 0.0 KW = 0.0 KW . 350. 6 KW X 0.43 = 150.8 KW HOUSE PANEL = 0.0 KW TOTAL = 156.8 KW AMPS 0.240V,1PH = 62s A •BUILDING TY,0E I I I ( METER CENTER ' A' ) 1 X A 1: 1 X 30.7 KW = 30.7 KW 1 X Ali 1 X 30: 3 KW = 30.3 KW 2 X Cl:,2 X 33.9 KW = 67.8 KW 2 X DI-2 X 37.8 KW = 75.6 KW 3 X D2: 3 X 36.7 KW = 110. 1 KW - X-:0 X0.0 KW= 0.0 KW - X - : 0 X0.0 KW= 0.0 KW - X - : 0 X0.0 KW= 0.0 KW - X-:0 X0.0 KW= 0.0 KW - X-:0 X0.0 KW= 0.0 KW 314.5 KW X 0. 43 = 135.2 KW HOUSE PANEL = 5.0 KW TOTAL = 140.2 KW AMPS @ 240V,1PH = 584 A BUILDING TYPE III ( METER CENTER ' 8' ) 1 X A2: 1 X 30.3 KW = 30.3 KW 2 X C 1: 2 X 33.9 KW = 67.8 KW 1 X C2: 1 X 3,6. 4 KW = 36.4 KW 1 X C3: 1 X 36.4 KW = 36.4 KW 2 X D1: 2 X 37.8 KW = 75.6 KW 3 X D2: 3 X 36.7 KW = 110.1 KW - X-:0 X0.0 KW= 0.0 KW - X-:0 X0.0 KW= 0.0 KW - X - :0 X 0.0 KW = 0.0 KW - X - :O X0.0 KW= 0.0 KW 356.6 KW X 0.43 = 153.3 KW HOUSE PANEL = 0.0 KW TOTAL = 153.3 KW AMPS @ 240V, 1 PH = 639 A .BUILDING TYPE V ( METER CENTER ' A" 3 X A3: 3 X 30.3 KW = 90.9 KW 1 X A4: 1 X 30.4 KW = 30.4 KW 1 X Cl: 1 X 33. 9• KW = 33.9 KW 3 X C4: 3 X 36.6 KW = 109. 8 KW 3 X C5: 3 X 36.6 KW = 109.8 KW 3 74.8 KW X 0.42 = 157.4 KW HOUSE PANEL = 5. 0 KW TOTAL 162.4 KW AMPS 0 240V,lPH 677 A BUILDING TYPE V (METER CENTER ' B' ) 3 X Al 3 X 30.3 KW = 90.9 KW 1 X A4: 1 X 30. 4 :KW = 30.4 KW 1 X Cl: 1 X 38.9 KW = 33.9 KW 2 X C4: 2 X 36.6 KW = 73.2 KW 4 X C5: '4 X 36.6 KW = 146.4 KW ' 374.8 KW X 0.42 157.4 KW HOUSE PANEL = 0. 0 KW TOTAL = 157. 4 KW AMPS @ 240V,lPH = 656 A j :G _ j r r r r J , .. .fir NORTH4� t it i — LpNDSCAPE7ARCWTEC Randall JR. Buci unan LA0000932_, tiC ttlq Ik�SCAPf OIMAk/C5 WC_ eraby �Rsaw Its wnrtian \ I too co9K60l ono QW6 N ly lots in�� p1ww deox ord tliyynF Ihese : desq"x To pram we r I out to be t404 ctiwgfo, or copied it nay krm of mpnnu hols(prar nor ae they to be oay ned to any tWd pair v aut rrst oDlginq$ the eapie;se wiltm ptsmiWon from LMOSCAPE PrN4CS ANC.: -ET L-a 0. I N 4 - ®A G A L K E f LIFT aTAT ION _- -------__ -- L. r r : WATER ELEVATION EAST TWIN LAKE � �:�. E GGGG c .e �:; - - -- •:��&�06(11/25/17) BUFFER —l__ _ T QO r_ TEN�IIa cauRT - - - DEB - r � T •• < w r� 0 Tr 9419 I, f f c <.r .. .. G '} 4 ° �. n , G I r c r T O P . r :yica 4 � c e n fi� '`_ c C •• �� G iwomj V. GG - cr •• X LL i , 4 R \ \ \\ f \\ _ T ACTO J �, G R �ca ' it t�• POND 5 F POND A t. CCU=i .NG" - .. _ UM / _ e � r G , ita 0— \ POP � ` •,, .... - �" � ! � _� t� i rz �^- P — - v • \ U��IC�U C - \ ICON CAE G T S, 5 r ' G \ od G 4 r' �� G 18 1 41 1 G oo syi.P ION T NT DE E — -- — —� j \\ GNAGE i Y { Y ` _-- oyy . ; ... °0 WEST TWIN LAKE BUFFER�---- T W I N WATER ELEVATION 4L66 (9/25/97) t 7 C as OEL o `'.. o `'' � j •.__ 0 N, OD r— C+(Ci e1 to P, cD 01 r oo PLANS REVIEWED Q CITY Of SANFORD 3 I. 7 1 j t . t 1 �d n 00 NOTE: CONTRACTOR TO PROVIDE 3 FT. ® WIDE. LOCKING GATE SECTION TO MATCH FENCE STYLE. DO NOT LOCATE PLANT MATERIAL, AT EITWER SIDE OF GATE OPENING E� L-6.4 POLE FQR/"` FED. CI?058WALK � H/C RAM ril �1 W/C RAM SIGN WALL 1` PLANTER A P f POLE FOR,, --- FED. CROSSWAL 0 A5PWAL T PAVING LANDSCAPE ISLAND v \15 i F L-5.3 ? P ASPHALT PAVING l C rD L-5.2 ` � I SIGN WALLrj `- 1 4�11.11 SEE SHEET L q(, t ---�-- k�Mf}SEAPE�AR6Nf(EG�: `F' FOR DIMENSIONING + Rondoll!R. Buch,ongrs !a 0932 I ON TRAFFIC CIRCLEi1.5O W05CAKu u(a. ptrytrtM "(now 3 b+ roPY � and vthar pr ty,ghts n, .004 uad d These ' - -- x d,tvn,-cce-. aat tq tx repjOduced, shaa or cuPiM asy form oc mat'w Wwisptrd rta are bty to 4e cas ts to tar Ihud ?w;x r oui frst obt 'ang tht up—x w,►tea pelmr�sim (rpn LM�JSCADE�1'tW#GS T�}, A4 coo LU j D / �T E �r�a.+�,3 %• �'` ,tTc� k �..� '�'"s �` ♦ •� .,d.1Fr��}'�� y��'f+e iy,rar jP�eT`c J,�sd _° r s'�,y. J '��.� ` J� ��" '�\ - ��+: _____y - � _ �^-� i',�.t s •r.?3 � ''� i . t gr�rF f pr 1 t l�ar�' rxad �i +�,/j� «�..I0,2E ! \ •. -1` - - { �4} a 5k>„ err �rl Ar Fs� c gyti LLr / ♦ a a r y�x�pFt 3 c 40, - yS j �.�tr-AN • ��i r��,,�j a C�n,'�st'�{{ fiYJC� �'rCFrr�r ATC`Y Epj}lnk�7S'�e axa s' v✓ "i�r{lnE Py D ~ • [ . 4",< 9"tQ._. .! ;aEE, i tT' z^�S.ek^ `i:!' �•, >a4. -: Y'( rr F LT"6•4 - 1(� � � ��,�y� �d'� C•A § a }. v �, ,��,a �.rs`�fth4�}�}"�z y fn�V'/Ar <• t«.z�°'X. /' " •�'f 3'�iz ��,��1r '�cr i "��":.s ,«� f f �;�.�{'}'"1 ;mod r1 � _i '-�}��i�. �:,•; .^""-�" '_•'-..-�—_ \\ _ .; F . ��' ? C) z ''>+`` t,•w+'�'(�.. •, t�� 1�{¢l�✓�(� � �� liJ �'' e � / ;if r'�w �',�,rl''�"d'`�,t� .� a�" \� v a We s'w•� : 4a`� W§�y q 'd 9r ;" � �,. }�f t�'��'�y'c� t� '�, rl�". 1 `�` `�\ � _ ' � ti��'i "•� rah :,;� � - �� 'a� ��":'�'� �. � F �.,�` � � i ♦ t�r�•�* ��`'r�� rg t i jy ��it4 +:-�"��r�f' �-a tiet�� -_ �__ _----._ � '�' S,y�}, Fs'�e4f1 } � � a.. ,i°� 3+r Ert x N �� y,.L{�`�1' '�k1�• � � i � -) ' �'t EE`iS.F �'h"" ! � '� r+iC 1" �` �V" J �;1�"�•., YEYG'd ik � �` .�.�`` f } - v. T_ a..— --.—I its •� ■ ASPHALT PAVING� Eli., Eli., 5a NOTE: �j� FENCE POST \ AUTO GRATES } ALL A T '`��`�' _ u �• _ TO HAVE 'OPTION. L-5.3 EMERC-sENCY ACCESS DECOR. ALUM, SYSTEM FENCING -`� A p SPECIAL PAVING •? y.f _ICE cd ,.. DETENTION AREA wom I='RQF'ET'T LINE a = Mill > .. O Q FIN. CAD, 15.0 t m PLANTER t+i THICK 12" x 12' TILE OR EQ. SIGN FACE, COLOR / (� PATTERN BY OWNER / L.A.. ANCHOR TO FACE W1 BACK MOUNTING SCREWS AND ADHESIVE -SEE SIGN ELEVATION I2'x6'xt6' CMU SIGN WALL - 11 COURSES PROVIDE 9 GA LADDER TYPE JT. REINFORCING Q EVERY OTHER COURSE FINI5H GRADE 2-4u 5 PLANTf R WALL 21 ,{ u =1=I1 WATERPROOFING 50IL LINE TO FTC. FIN. GO. 12.0 N DOWEL W1 FIN. C•�i7. EHIND 51Ca�N. _ IE'E�1�il LI=1{�({`30' LAP -- flI— III t I - SOIL CQVER OVER FTC. REINF. CONIC. FTG. W/ 0(o ITi l f i f f l= ;I_I f WATERPROOFING SOIL LINE TO FTG. RE E3,4R O.G. E ACN WAY -- 0 0-- o REINF. CONC. FTG. W/ 05 REBAR • e • • -^�, . Q ° BOTH WAYS A5 SHOWN im 12' O.C.— =1- I COMPACTED SUBGRADE 2 ,—op 5TD 8' ACI 1400HOOK (TYPJ WALL 4 FTC 3'-&" FTG, ENTRY 'FEATURE SIGN FRONT ELEVATION ---,. — L--5.2 SCALE:. 1 /2" _ V-0" SENTRY FEATURE SIGN WALL SECTION L-5.2 SCALE: sir. — V_0. 1 MASONRY: A5TM Cg0 U51NG TYPE 'M' Oil 15' MORTAR. F'm =1500 P51 MIN. 2. CONCRETE F'c = 3000 P51 6 28 DAYS 3. REBAR: GRADE 60 #5 4 LARGER GRADE 40 04 4 SMALLER 4. SOIL SMALL B E COMPACTED TO 95 o MODIFIED PROCTOR DE&ITY 5. DESIGN WINDLOAD5 IN CONFORMANCE W1 A5CE i - •- 5, 140 MF=P REGION PLANS REYIEWE-D CITY OF SANFORD • �t: • • r o � rsr ��. r: r.v..r.R.� ._ .. .. � � _ F' � .. .:'s�'s. ✓ .jai 'Sis Y ^ .. ,.. j , , FINISH GRADE 75.0 NOTE: OTHER FENCE COMPONENTS (TOP t BOTTOM RAILS, PICKETS, ETC.) SHALL BE DESIGNED TO MEET MINIMUM REQUIREMENTS OF CHAPTER 16, SBC, 'G17 E.D. SUBMIT DRAWINGS TO RICHARDSON ENGINEERING FOR APPROVAL. NOTE: SEE FENCE ELEVATION ON SHEET L-5.2 FOR ADDITIONAL DETAILS 2 %2" X 2 %2" X 3/4" @ V -0" O,C, MAX. TYP 3/Q--y�� i POURED IN PLACE CONCRETE 1 /2" STUCCO, F I N I SI-I AND COLOR TO MATCH BLDG., COLOR BY OWNER / L.A.. -- 12"xWx 16" CMU SIGN WALL - 6 COURSES U5 VERT. REBAR IN FILLED CELL FINISH GRADE 72^0 i I i==, „Il!-1I1�=1iI . U6 DOWEL W/ = �i ►--Ill- — 30" LAP ° ° °— ( -- REINF. CONC. FTG. W/ #5 REBAR _c o 0 0 BOTH WAYS AS SHOWN @ 12" O.C. ilr Fil WALL4 FTG 3'-6" FTG. STD 8" ACI q0° HOOK (TYP. ) :A:�)RETAINING WALL RAILING CONNECTION ENTRANCE SIGNAGE ELEVATION NOTE: SEE SHEET L-5.2 FOR ADDITIONAL CONSTRUCTION DETAILS FOR THIS SIGN ELEMENT OWNER'S OPTION USE SHEET PIETA COVER C TO HIDE BOLTS F E L-5.6 EP T DETAI FENCE PLAN VIEW DETAIL %2" X 2%2u X -q" 8'-0" O.C. MAX. fYP X 7 i " 50. 6061—TG� 4) i2" X (," EXPANSION ANCHORS 5TAINLE55 STEEL) 'OURED IN PLACE CONCRETE u STUCCO ,MU WALL SECTION GYP) SCALE:I-viz _1,o,. 7;" r'rP p l2" X 7y (6061—TG7 2%2" X 2Y2" X %` 8'-0" O.C. MAX. (4) ' `0 X 6" EXPAN5ION ANCHORS (5TAINLE55 5" c1FENCE POST BASE E DETAIL PLANS REVIEWED CITY OF SANFORD NQTES: 1. FENCE POSTS AND BASE I— DE51GNED FOR riINIMUM LOAD REQUIREMENTS FOR GUARDRAILS PER CHAPER 16 5BC, 'q7 E.D. 2^ ALUMINUM, 6061—TG 3. WELDING IN CONFORMANCE W/ AW5 Di.3 USING E70XX ELECTRODES a r r ril r r r SAN[ro r?r) ENJILDING DEP'r. THESE PIrAN.�EVlL.t"lED AND CONDITIONALLY CONST IyD ✓+'QR Pr r-trvil'i' pll,"PAI't I CON CON5TF71,I e NALL,Y THE U it) Sir A i..li;' NSfs :r . SHALI tie Uric Ahl) N07- A5 AUTH01a1'f Y EP`� WITH PRU CFI... ALi F2, r�rd f,,rr ,q ICJf +1h1Y IOLATN; JISiUNSOF rH,, `i:8t:!-INics%t I1fF� ISSUANcE Or A P Ot!g. Noi4 lAfaL D;PT FR +, EF?MiT F�hF=>�p_ "' TipN OF O' i THEf2EAPTER F2 lif2� rN UII�, INS O'R OTH`R v �OA rlc�t fi t4 f1a � f 11 10-fp *,-,-li-, + v G^ity of Sanford r + Model Codas; in effrrct: Standard BL(ildtl)g C cie 1997 ed. Standard Plumbing Code 1997 ed. Standard Mechanical Code 1997 ed. National Electrical Cone-; 1996 ed. See City Code AMENDMENTS FL. Accessibility Codas 1997 FL. Energy Code 197 r FINAL INSPECTION REQUIRED. r IN LA 1GAN ASSOCIATES lATES .... ,. .. . _ 2900 HAM C T BL E E TUCKER R KER , D. BLDG. 72 ,3 , AT LANTA IA GEOR 41 G 3 03 _ 98045325 ., P H. 77 0 41 4 52 9 .She t .. e , 1 0 _ , `r , BEAM SCHEDULE A - * 2- 2 x 8 B 2- 2 x 10 C * 27 2 x 12 D + 3- 2 x 10 E * 3- 2 x 12 F * 2- 13/4 x 11 PARALAM BEAM /8 G * 2- 13/4 x 14" PARALAM BEAM H * _ 2 3 1/4 x ` 18' PARALAM BEAM LJ Project . 97200 Date T SEPT. 30 1.998 Revisions Project E i 1 Y 1� 9 y :�g 7 rA z f r BEAMSCHEDULE A * 2- 2 x 8 B * 2- 2 x 10 C * 2- 2 x 12 D * 3- 2 x 10 E * 3- 2 x 12 F * 2- 13/q x 117/8' PARALAM BEAM G * 2- 13/4 x 14" PARALAM BEAM H * 2- i 3/4 x 15' PARALAM BEAM 7 . F Project 97 200 j r Date , � , SEPT ' 28 1998 µ Revisions Project Drawn By R:B. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS ............... 1.-1 /2 45. -PROVIDE BAR SUPPORTS AND SPACERS. IN ACCORDANCE WITH ACI 315— J 80 "MANUAL OF ,STANDARD : PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES". 16. NO BACKFILL SHALL BE PLACED AGAINST CONCRETE -OR CMU WALLS UNTIL :'P/ALES HAVE BEEN BRACED AGAINST LATERAL THRUST — SUCH BRACING, SHALL REMAIN IN PLACE UNTIL SUPPORTING PRECAST HAS BEEN INSTALLED. 1T, . MORTAR FOR MASONRY :WALLS TO BE TYPE S. 18. WHERE CMU' WALLS ARE SHOWN TO HAVE VERTICAL REINFORCING, FILL ALL CELLS CONTAINING VERTICAL REINFORCING WITH 3,000 PSI PEA — GRAVEL CONCRETE OR TYPE M MORTAR, UNLESS NOTED. LAY BLOCK UP . A MAXIMUM OF 4'-Y' PRIOR TO FILLING CELLS WITH CONCRETE. THIS HEIGHT CAN BE INCREASED TO 8'- 0" IF; INSPECTION HOLES AT BOTTOM STUD S C H E D U L E (LOAD BRG. WALLS & EXT. WALLS) LEVEL STUD TYPE & SPACING 1-st 2-2x4 STUDS ® 16' o.c. 2—nd 2x4 STUDS . ® 16" o.c. 3—rd 2x4 STUDS ®' 16' O.C. I �n L ®r-=nLJ A A Il/% A 1 r%i e%e'%r— r" i BRANCH TAKE -OFF ............... ..._._.. _.- ...... FIBERGLASS -.-_.....- _. \ ; ; DUCTBOARD X.X ...... ...... ...:.........................>......:.:.......................; 3 S ... ..-.......-.�....... ._.....��»..___ { E FIRE DAMPER ACCESS DOOR { t i {{ AIR HANDLING UNIT ,I { OUTLINE OF DOOR i I PLYWOOD PLATFORM �I t { t WATER HEATER { i f { { MECHANICAL CLOSET SCALE: 1 /2" = V-0" MANUFACTURER MODEL NUMBER 38 CKC 018 38 CKC 024 38 CKC 030 38 CKC 036 OUTDOOR DESIGN TEMPERATURE F' 95 95 95 95 NUMBER OF STAGES 1 1 1 1 NUMBER OF COMPRESSERS MA Imp_►kl rs 1 1 1 1 NUMBER OF FANS 1 1 1 1 MOTOR HP G7 C,/�l/1 A A 1/8 1/6 1/10 1/5 UNIT WEIGHT LBS 115 117 124 138 ACCESSORIES X X X X NOTES A Mi", wow MANUFACTURER CARRIER CARRIER CARRIER CARRIER MODEL =AL1 FF1B 024 FF1B 030 FB4A 036 T FB4A 042 TOTAL AIR FLOW (CFM) 850 1050 1350 1525 OUTSIDE AIR FLOW (CFM) - - - - S.P. IN. WG. (TOT./EXT.) 0.4 0.4 0.4 0.4 DRIVE/TYPE DIRECT DIRECT DIRECT DIRECT H.P./RPM 1/5 / 980 1/3 / 11101 1/3 1/2 VOLTS 0 =lAd1®A'rV'%M M® 230/1 230/1 230/1 230/1 ENT. AIR TEMP. (DB WB) X X X X LVG. AIR TEMP. (DB/WB) X X X X SENS. CAPACITY MBH X X X X TOTAL CAPACITY MBH) X X X X FACE AREA (SQ. FT.) 18x17.8 22x17.8 2.97 3.46 ROWS FINS PER INCH C7 GG-rrMe% LJ_A-nLW% / l 3/14 3/14 t 3/14.5 3/14.5 INPUT (KW) 5 7.5 10 10 CONTROL STEPS 1 1 1 1 VOLTS © Cl%'Td/'�A1 230/1 230/1 - 230/1 230/1 MINMUM CIRCUIT AMPACITY 1 26.9 40.0 56.9 56.97:::7] MAXIMUM FUSE SIZE ®1 -ra=esn 30 40 60 60 QUANTITY/SIZE 1/1 6x2Oxl 1 /16x20x1 1 /21 x16 1 /21 x20 TYPE X X X X OPERATING WEIGHT (LBS.) 77 81 128 147 ACCESSORIES X X X X NOTES X X X X I SUPPLY AIR DEVICESI 0 - 75 6" x 6" 75 - 100 8" x 6" 101 -135 10"x6" 136 - 165 12" x ' 6" 166-195 14"x6" 196 - 225 12" x 8" 226 - 300 18" x 6" AH-1 HVAC PLAN (407)645-1566 FAX (407)645-2399 i r E7 :.. 1.x17E 61 ! °16x14 \� I(E . , -� U1 1 U.1 S;EUUN U I LUUH -HVAU IJLAN 2 UNIT C. 2 SECOU N D FLOOR ALT. - H VAC PLAN .1 SCALE: 1 /4" = 1'-0" , , r GENERAL NOTES: 1 DRYER VENT SHALL BE CONTINUOUS RIGID v F D NOT FLEXIBLE DUCT. TAPE ALL SEAMS ':. ................. 'r 25 i DO NOT USE SCREWS. I , i , F/p t ` F D F�D i. _ (: 5 / f 3 D € 2. DRYER SHALL BE GENERAL ELECTRIC MODEL . � F/ E 4 t ,E \i 25 GE DCLR 333ET. AH_2 ; i FE] 4" I 3.' DRYER VENT SHALL BE 4 RIGID ALUMINUM OR E ' !' 3 :I Y I GALVANIZED STEEL DUCT. MAXIMUM LENGTH € € D ........................... .F/. _ ...... _.....,-- � � OF RUN FOR .SPECIFIED DRYER IS AS FOLLOWS: U C f,. �..r ........ .., / 16x14 l ' 16x14':.�� 90 FT. WITH NO 90• TURNS t.. 60 FT WITH 1 90' TURN j{f tt a 35 FT. H 3 90' TURNS , .;. _,_ w . __...r.� .., _..._ _ ... ._ .., _. _. _., ' ` `• 4 DRYER 4, REFRIGERANTITLINES SHALL BE SIZED BY THE F/D ._..._:.. .,. aVENT _ EQUIPMENTS MANUFACTURER INCLUDING 6" 4�' N .. 100 U/C A ..t' LONG I RUNS. 0 SUBMIT CALCULATIONS FOR A REVIEW , I —Big" F% i .'' E ` _ t _._._,........__._.,,. �\ �w E ......._...,.. - .... F/D :E €I [' 5 Et _p /t j3 s E ,.0 CI F/D F/D 1 S" 6" i3 S 200 20Q 1OX4 ; ,:. . .. ...............:::... ....,:. .... . ...... ......... ...... F fV ..................... D g ! 50 SUPPLY AIR DEVICr-r%m 0— 75 6" x 6" 75 — 100 8" x 6" 101 — 135 10" x 6" 136 - 165 12" x 6" 166 — 195 14" x 6" 196 — 225 12" x 8" 226 — 300 18" `x 6" C LA UN IT ..C.2 SECOND FLOOR UNIT C,1 THIRD. FLOOR. _ HVA P N H VAC PLAN tr ` J. Sims Wilkerson` 6 Engineering, Inc.` Eo 1555 Howell Branch Road, Suite A-1 Winter Park, Florida 32789. oD (407)645-1566 FAX (407)645-2399 `` �LVI I �,.� ��,vlvu rL_vvr� n v/��, r'L_Hiv UNIT C.4 FIRST AND SECOND FLOOR SCALE: 1 /4 __._......_._"._.__. _........__ _ .. i............................................................ ............................ GENERAL NO ES €€ € ; 2 p 0 1 DRYER VENT SHALL BE CONTINUOUS RIGID F/D F/D ( (NOT FLEXIBLE) DUCT. TAPE ALL SEAMS, E al DO NOT USE SCREWS. €: 2. DRYER SHALL BE GENERAL ELECTRIC MODEL E i . GE DCLR 333ET. I 3. DRYER VENT SHALL BE 4 RIGID ALUMINUM OR GALVANIZED STEEL DUCT MAXIMUM LENGTH i. j OF RUN FOR SPECIFIED DRYER IS AS t f FOLLOWS: 90 FT. i€ €: WITH NO 90' TURNS 10X43 60 FT. WITH 1 90' TURN 45 FT. WITH 2 90' TURNS p ( 35 FT. WITH 3 90' TURNS F/ D ? 4. REFRIGERANT LINES SHALL BE SIZED BY THE ... f E T I. I OF EQUIPMENT MANUFACTURER URER NCLUDING .. 3 CONSIDERATION FOR THE VERTICAL LIFT AND LONG RUNS. SUBMIT CALCULATIONS FOR REVIEW. 3 _ _. _.._ ,�........, 200 E I 3 ' �200 i `• I F/D € I } € I F/DD I° E� !f i 3 F/ I Y`• \� .............. ... .. y!i _ ............ ... ..,%% - f g, \, 11 MR S i€ € ............ 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ILI .... ........ ............ . ............. ... .... ....... x ............. ............. .. • ............ ..... ........ X, Cl © 1998 CLINE DAVIS ARCHITECTS' EXPRESSLY RESERVES ITS.,COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE; PLANS. THESE PLANS ARE NOT TO BE REPRODUCED,; CHANGED; OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED JO ANY THIRD PARTY WITH- OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE DAVIS ARCHITECT, PA Sheet it V QA,QC7,,, PAqF,',rAP q I N1 APRC)NI 1_F1 T fir IT IFJ WIN 0 UNSE Io 3. APPLY 2ND BOTTOM PEICE OF SELF-ADHE51VE TYPE FLASHING OVER NAILING FIN AND BUILDING PAPER 4. APPLY SIDE STRIPS OF SELF-ADHESIVE TYPE FLASHING. 5. APPLY TOP PIECE OF SELF-ADHESIVE TYPE FLASHING. .rt t..I\ DACKED ;METAL 7� A A SULATIQN: EW I LDING. 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Project IC .......... .......... . ......... .............. ............................ ............. 97200 tI.... . ....... ... ....... ....... ...... II....... .... ................. IIv I: z, tI Date October 12, 1998 -A4 . . . ......... IIIt IIItIi............................. ......... < ........... . ... ............. . . .... .......... .......... ........ ... . ..... N I................. i� :� ii ...... ...... ............... . ..... ReVisions .............. illIt--- - ----------- , ItIItc C IJ* ............... IIIIiIDrawn By DBD I........... ............... II. Iit z iI........ . Ii z: itIiz,:i3zzzI I.... ....... ti............. . ... ..... itIIIC I............. . ......... .......... Nil A v is W E_�-J IfN IIIit........... I. . . ....... I :t Content BLDG. TYPE-5 it. ....... II.... . ............... fII................................. L iFLOOR PLANS IillItiII ........... .......... ...... . .. ....... if I- L "HO iELECTRICAL ......... ................ .......................... TO P� II. .... . (1 20A, 1 P, Q B Ti.............. ................. . ............. itV 11 A r N r :..,';. , t P PANEL A1,t " : 120 2 40 : VOLTS f 1'P ASE =' H 3 WIRE 5 . ,12 AMP ': • LUGS ONLY ;:.. ..225 AMP" BUS 22,000 A.I.C. r , -�:-FLUSH MTG. .. NEMA=1TYPE N OD , - •' PHASE. .....,.,, .. ..,..,. - KVA CU WIRE LO D A BK p r L A B PL BK LOAD, CU WIRE KVA i• : , 1.45 12 COND. UNIT (CU-'1) - 2 1 5 1 ' 2 30 AIR HANDLER A -1 i10 3.32 .. 1.45 3 10 3.32 ,.` -: 2.5 :: `� .10 DRYER 2 30 5 1/20 BATH ' 12 • 0,6 . `. 2.5 = -_ :'• 7 8 1/15 LIGHTS 14 0.6 12 WATER HEATER 2 20 9 1/20 KITCHEN 12 1.5 12 1.5 „ 4.0 6 RANGE 2 50 13 1 14 1 1/15 IBATH & BED 14 0.6 ,. .. `' •• - 4.0. T 15 1/20 DISHWASHER 12 -. 0.2 0.6 ': J4 LIVING ROOM15 17 1/20 DISPOSER 12 1.2 1.5 .,. 12 _ . . LAUNDRY 1 20 19 1/15 GARAGE 12 0.8 21 _ .23 1241 25 4; :7 1 27 29Jul PANEL A 120f240 VOLTS LPPHASE, 3 WIRE 125 AMP LUGS` ONLY 225 AMP BUS 22,000 A.I.C. FLUSH 'MTG. NEMA-1 TYPE NQOD PHASE KVA, CU WIRE LOAD BK PL A : B PL BK, LOAD CU WIRE KVA 1.45 12 COND. UNIT (CU-1) 2/15.1 1 1 It 2 12/30 AIR HANDLER (AH-1) 10 3.32 ' 1.45 ---- -- 3 4 -- ---- 10 3.32 2.5 10 DRYER 2 30 5 1/20 BATH 12 0.6 2.5 ----' __.., 7 1/15; LIGHTS 14 0.6 1.3, 12 WATER HEATER 2 20 TO 1/20. KITCHEN 12 1.5 1.3 12 1/20 KITCHEN 12 1.5 4.0 6 RANGE 2 50' 13 1/15, BATH & BED 14 0.6 4.0 ---- -= . 15 1/20 DISHWASHER 12 .0,2 0.6 14 LIVING ROOM 1/15 17 1/20 DISPOSER 12 1.2 1.5 - ,12 LAUNDRY 1 20` 19 :4,20 1/15 Ixx xx xx - 21 122. 23 25 26 27 - 28 29 FF PANEL � 120 240 1 "PHASE, 3 C1 WIRE f VOLTS 25 AMP, LUGS ONLY 225AMP BUS 22,000 A. I.0 C. FLUSH MTG. NEMA-1 TYPE N OD PHASE KVA CU WIRE LOAD A BKJ PL I AB PL I BK LOAD CUWIRE KVA 1.86 12 COND. UNIT CU-2 ( ) 2 20 1 2/40 - AIR HANDLER (AH 2) 8 4.18 1.86 ---- -- 3 -- ---- 8 4.18 2.5 10 DRYER 2 30 5 a 1/20 BATH 12 0.6 2.5 ---- -- 7 8 1/15 LIGHTS 14 0.6 2.3 12 WATER HEATER 2 20. 9 10 1/20 KITCHEN 12 1.5 2.3 .1/20 KITCHEN 12 1.5 4,0 6 RANGE 2 50 13 4 14,1/15 BEDROOM 14 0.6 40 -_-- -_ 15 16 1/15 BEDROOM 14 0.6 0.6 14 LIVING ROOM 1/15 117 TF1/20 ' DISPOSER 12 1.2 1.5 12 LAUNDRY 1/20 1 g 2 1/20 DISHWASHER 12 0.2 0.2 12 GARAGE 1/20 / 21 22 23 2 25 6 27 29To- PANEL C2 120f240 VOLTS 1 PHASE, 3 WIRE 125 AMP LUGS ONLY . 225 AMP BUS 22,000 • A.I.C. FLUSH MTG. NEMA-1 TYPE NQOD PHASE KVA CU WIRE LOAD BK I PL I A B PL I BK LOAD CU WIRE KVA 4.63 12 COND. UNIT (CU-3) 2 25 1 1 1 2 2/60 AIR HANDLER (AH-3) 6 6.83 4.63 ---- -- 3 -- ---- 6 6.83 2.5 10 DRYER 2 30 5 6 1/20 BATH 12 0.6 2.5 - - - - -- 7 408 1/15 LIGHTS 14 0.6 2.3 12 WATER HEATER 2 20 9 10 1/20 KITCHEN 12 1.5 2.3 ---- -- 11 2 1/20 KITCHEN 12 1.5 4.0 6 RANGE I A 2 50 13 141 1/15 BEDROOM 14 0.6 4.0 - - - - 15 1/15 BEDROOM 14 0.6 0.6 14 LIVING ROOM ' 1/15 17 8 1/20 DISPOSER 12 1.2 1.5 12 LAUNDRY. -. 1/20 19 M 1/20 DISHWASHER 12 0.2 0.2 12 GARAGE 1/20 121 23 24 25 26 27+281 E 29 PANEL C3 120f240 VOLTS 1 PHASE, 3 WIRE 125 AMP LUGS ONLY 225 AMP BUS 22,000 A.I.C. FLUSH MTG. NEMA-1 TYPE NQOD PANEL C3 120f240 VOLTS 1 PHASE, 3 WIRE 125 AMP LUGS ONLY 225 AMP BUS 22,000 A.I.C. FLUSH MTG. NEMA-1 TYPE NQOD PHASE KVA CU WIRE LOAD BK PL A B PL BK LOAD CU WIRE KVA 1.86 12 COND. UNIT (CU-2) 2 20 1 . 2/40 AIR HANDLER (AH-2) 8 4.18 1.86 ---- -- 3 4 -- ---- 8 4.18 2.5 10 DRYER 2 30 5 6 1/20 BATH 12 0.6 2.5 ---- -- 7 1/15 LIGHTS 14 0.6 2.3 12 WATER HEATER 2 20 1 9 1/20 KITCHEN 12 1.5 2.3 ---- -- 11 1/20 KITCHEN 12 1.5 4.0 6 RANGE 2 50 1131 4 1/15 BEDROOM 14 0.6 4.0 ---- __ 15 1T 1/15 BEDROOM 14 0.6 0.6 14 LIVING ROOM 1/15 17 18 1/20 DISPOSER 12 1.2 1.5 12 LAUNDRY 1/20 1 g 1/20 DISHWASHER 12 0.2 0.2 12 GARAGE 1/20 21 22 23 25 26 27 29 PANEL C4 120/240 VOLTS 1 PHASE, 3 WIRE 125 ,AMP LUGS ONLY 225 AMP BUS 22,000 A.I.C. FLUSH MTG. NEMA-1 TYPE NQOD PHASE KVA CU WIRE LOAD BK IPLIA B PLI BK LOAD CU WIRE KVA 4.63 12, COND. UNIT (CU-3) 2 25 11 1 11 1 21 2/60 AIR HANDLER (AH-3) 6 6.83 4.63 ---- -- 13 io 41 -- ---- 6 6.83 2.5 10 DRYER 2 30 5 A 6 1/20 BATH 12 0.6 2.5 ---- -- 7 1/15 LIGHTS 14 0.6 2.3 12 WATER HEATER 2 20 M 1/20 . KITCHEN 12 1.5 2.3 ---- -- 1112 1/20 KITCHEN 12 1.5 4.0 6 RANGE 2 50 13 f 1 114 1/15 BEDROOM 14 0.6 4.0 ---- -- 15 16 1/15 BEDROOM 14 0.6 0.6 1 14 LIVING ROOM 1/15 17 1/20 1 DISPOSER 12 1.2 1.5 12 LAUNDRY 1/20 1 g 201 1/20 DISHWASHER 12 0.2 0.2 12 GARAGE ' 1/20, 21 23 25 27 L 291 _T I I PANEL C5 120f240 VOLTS . 1 PHASE, 3 WIRE 125 AMP LUGS ONLY 225 AMP BUS 22,000 A.I.C. FLUSH MTG. NEMA-1 TYPE NQOD PHASE KVA CU WIRE LOAD BK I PL A B PL I BK LOAD CU WIRE KVA 4.63 12 COND. UNIT (CU-3) 2 25 2 1 2/60 AIR HANDLER (AH-3) 6 6.83 4.63 ---- -- . 3 -- ---- 6 6.83 2.5 10 DRYER 2 30 5 6 1/20 BATH 12 0.6 2�5 ---- -- 7 8 1/15 LIGHTS 14 0.6 2.3 12 WATER HEATER 2 20 9 10 1/20 KITCHEN 12 1.5 2.3 ---- -- Ill 1/20 KITCHEN 12 1.5 4.0 6 RANGE 2 50 13 14 1/15 BEDROOM 14 0.6 4.0 ---- 15 1/15 BEDROOM 14 0.6 0.6 14 LIVING ROOM 1/15 17 18 1/20 DISPOSER 12 1.2 1.5 12 LAUNDRY 1/20 19 1/20 DISHWASHER 12 0.2 0.2 12 GARAGE 1/20 21 23 25 26 27 28 29 1 P 120 240 _ RASE 3 VOLTS WIRE -PANEL D1 f _ 125 AMP LUGS ONLY 225 AMP BUS 22,000 A.I.C. FLUSH - MTG. NEMA 1 TYPE N OD PHASE KVA CU WIRE LOAD BK PL A B PL I BK LOAD CU WIRE KVA 2.68 10 COND. UNIT CU-4 ( ) 2 30 1 1 2 2/60 AIR HANDLER (AH-4) 6 6,83 2.08 ---- -- 3 4 -- ---- 6 6.83 2.5 10 DRYER 2 30 5 1/20 BATH 12 0.6 2.5 ---- -- 7 8 1/15 LIGHTS 14 0.6 2.3 12 WATER HEATER 2 20 9 40 10 1/20 KITCHEN 12 1.5 2.3 ---- -- 11 12, 1/20 KITCHEN 12 1.5 4.0 6 RANGE 2 50 13 t 141 1/15 BEDROOM 14 0.6 4.0 ---- -- 15 161 1/15 BEDROOM 14 0.6 0.6 14 LIVING ROOM 1/15 17 181 1/20 DISPOSER 12 1.2 1.5 12 LAUNDRY 1 20 19 ZUI 1/20 DISHWASHER 12 0.2 0.2 12 GARAGE 1 20 / 21 1 / 15 BEDROOM 14 0.6 23 25 27 29 301 PANEL D 2 120 f 240 VOLTS !-PHASE, 3 WIRE 125 AMP LUGS ONLY 225 AMP BUS 22,000 A.I.C. FLUSH MTG. NEMA-1 TYPE NQOD PHASE KVA CU WIRE LOAD BK PL A B PL BK LOAD CU WIRE KVA 2.68 10 COND. UNIT (CU-4) 2 30 1 1 1 2 2/60 AIR HANDLER (AH-4) 6 6.83 2.68 ---- -- 3 4 -- ---- 6 6.83 2.5 10 DRYER 2 30 5 1/20 BATH 12 0.6 2.5 ---- -- 7 1 0 8 1/15 LIGHTS 14 0.6 2.3 12 WATER HEATER 2 20 9 1/20 KITCHEN 12 1.5 2.3 - - - - -- 11 41 12 1/20 KITCHEN 12 1.5 4.0 6 RANGE 2 50 13 1/15 BEDROOM 14 0.6 4.0 ---- -- 15 1/15 BEDROOM 1.4 0.6 0.6 14 LIVING ROOM 1 15 17 18 1/20 DISPOSER 12 1.2 1.5 12 LAUNDRY 1/20 19 201 1/20 DISHWASHER 12 0.2 0.2 12 GARAGE 1/20 21 22 1/15 BEDROOM 14 0.6 23 25 27 28 29 TYP. HOUSE PANEL PANEL "HP 120f240 VOLTS 100 AMP 225 AMP BUS SURFACE MTG. !-PHASE, 3 WIRE LUGS ONLY 22,000 A.I.C. NEMA-3R TYPE NQOD PHASE KVA CU WIRE LOAD BK : PL A B PL BK LOAD CU WIRE KVA 1.2 12 BLDG. LIGHTS 1 20 1 1 2 1/20 RECEPT. (GFI) 12 1.0 1.2 12 BLDG. LIGHTS 1/20 3 1/20 FACP 12 1.0 1.2 12 BLDG. LIGHTS 1 20 5 6 1/20 WATER METER 12 0.5 3.0 6 GARAGE PANEL 2/60 7 1/20 PHOTOCELL CONTACT 12 -- 11 I PLUMBING SYMBOL LEGEND SYMBOL/ABBREV. DESCRIPTION ------SAN---- SANITARY PIPING ABOVE GRADE —----SAN------ SANITARY PIPING BELOW GRADE VENT PIPING DOMESTIC COLD WATER PIPING DOMESTIC HOT WATER PIPING --- FLOOR DRAIN COX------ HUB DRAIN up—"— FLOOR SINK --�-----CD------- CONDENSATE DRAIN PIPING n PIPING ELL DOWN PIPING ELL UP 0 0 I) PIPING TEE DOWN PIPING TEE UP GATE VALVE BALL VALVE PRESSURE REDUCING VALVE PRESSURE RELIEF VALVE FLOOR CLEANOUT EXTERIOR CLEANOUT WALL CLEANOUT - BALL VALVE IN SERVICE BOX © ACCESS DOOR ABBREVIATION DESCRIPTION AFF ABOVE FINISHED FLOOR BFF BELOW FINISHED FLOOR CONT CONTINUATION CW COLD WATER (POTABLE) DW DISHWASHER DWG. DRAWING EWC ELECTRIC WATER COOLER FD FLOOR DRAIN FCO FLOOR CLEAN OUT HB HOSE BIBB HW HOT WATER SA SHOCK ARRESTOR LINO UNLESS NOTED OTHERWISE PLAN UNIT C.2 SECOND FLOOR ALT.- PLUMBING PLAN SCALE: 1 /4" = 1'-0" UNIT SCALE: . C.2 SECOND FLOOR - PLUMBING PLAN 1 /4" = 1'-0" (407)645-1566 FAX (407)645-2399 PLUMBINGC.4 FIRST AND SECOND FLOOR PLAN PLAN FOR RISER. NI FIRST N R SECOND AND THIRD FLOOR PLUMBING PLAN , r U 00 LU M B I N G PLAN 3 _ . . SCALE: 1 4 1.-0 _.. .. _ . _ .. -SCALE 1 4 1; .. ;;, ,, ...: � E�•, a ,. • . — .., , ,. ...., , F , Ic AND THIRD FLO= OR 1'�COND 2 —0 pp , �� UNIT D.1FIRST :AND SECOND FLOOR - PLUMBING PLAN „ PLAN REFERENCE NOTES a : O1 1 /2" H & CW PIPING DOWN 2O 1 /2" CW PIPING DOWN 3C O DOMESTIC OLD W WATER RISER O4 SHUT—OFF VALVE FOR UNIT IN WALL. PROVIDE , ACCESS DOOR. 5 PROVIDE PROVISIONS IN THE COLD WATER PIPING SYSTEM FOR OWNER N R INSTALLED PRIVATE WATER METERING SYSTEM. 6 O3/"" & CW PIPING DOWN. EXTEND PIPING TO WATER HEATER AND MAKE CONNECTIONS. D CW & PIPING DOWN -T0 BELOW COUNTER EXTEND /2" H & CW PIPING TO SINK AND 3/8" TUBING TO DISHWASHER. r 8 O CONDENSATE DRAIN RISER. SEE FLOOR PLAN FOR , SIZES. �.WATER HEATER DRAIN PAN RISER. SEE FLOOR Y , FOR PLAN RISER. f , L , r y, r i , e 0 PLUMBING PLAN k LEAVING INVERT r ! -I)- FOR CONTINUATION REFER TO CIVIL DRAWINGS A x i f -S .: �j I i NOTES: 1 LOW MAIN BUILD ROUTE ALL .COLD WATER PIPING BE O5 ING SHUT-OFF VALVE IN VALVE BOX BELOW GRADE. GRADE UNLESS NOTED OTHERWISE. O 3" WASTE PIPE DOWN TO BELOW GRADE. 2. THE SEWER CONNECTION MAY BE ON THE OPPOSITE END OF THE BUILDING. 01-1/4" WATER DRAIN PAN LINE DOWN FROM ABOVE. EXTEND LINE REVERSE THE DIRECTION OF THE SEWER UNDER THE SLAB & TURN DOWN ABOVE EXTERIOR GRADE. CONNECTION FOR THIS CONDITION. COORDINATE WITH THE CIVIL DRAWINGS. a 11 WATER WPATPP nPAIPl PAKI I IKIt IKI WAI I TC*MAIMATC ADMIC r (407)645-1566 FAX (407)645-2399 a LEAVING INVERT =-5'-0"B.F.G. FINUATION CIVIL GENERAL O COLD WATER RISER UP TO ABOVE GARAGE CEILING. MAIN BUILDING SHUT—OFF VALVE IN VALVE BOX BELOW GRADE. 1. ROUTE ALL COLD WATER PIPING BELOW GRADE UNLESS NOTED OTHERWISE. 3" WASTE PIPE DOWN TO BELOW GRADE. 2, THE SEWER CONNECTION. MAY BE ON THE OPPOSITE END OF THE BUILDING Ni n TP_ q - x Cl O1-1/4 WATER DRAIN PAN LINE DOWN FROM ABOVE. EXTEND LINE REVERSE THE DIRECTION OF THE SEWER UNDER THE SLAB & TURN DOWN ABOVE EXTERIOR GRADE. CONNECTION FOR THIS CONDITION. COORDINATE WITH THE CIVIL DRAWINGS. . t.: GRADE UNLESS NOTED OTHERWISE. 1. ROUTE ALL COLD WATER PIPING BELOW " 7 2. THE SEWER CONNECTION, MAY BE ON THE OPPOSITE END OF THE BUILDING Y LEAVING INVERT = 4'-6"B.F.G. -6" (333FU) ? CONTINUATION "ER TO CIVIL %WINGS AN REFERENCE NOTES: COLD WATER RISER UP. ROUTE PIPING ABOVE GARAGE CEILING. 4" WASTE PIPE DOWN TO BELOW GRADE. OLD WATER RISER UP TO ABOVE GARAGE CEILING. vIAIN BUILDING SHUT-OFF VALVE IN VALVE BOX BELOW GRADE. 3" WASTE PIPE DOWN TO BELOW GRADE. 1-1/4" WATER HEATER DRAIN PAN LINE DOWN FROM ABOVE. EXTEND UNDER THE SLAB & TURN DOWN ABOVE EXTERIOR GRADE. W " 1 REVERSE THE DIRECTION OF THE SEWER g WATER HEATER DRAIN PAN LINE IN WALL TERMINATE ABO 1 WA VE CONNECTION FOR THIS CONDITION_ OR GRADE. r r r Project 97200 Date October Revisions UNIT SHUT—OFF VALVE r r r r rA s i �r Project 97200 Date Revisions October 12, 1998 f!` A A E q1, - 1� ,"-: , 1 1 , I A., GAR. CGAR. - � I I . I . �.. I I I I ."" . � ,- .- -�. , ,: NGARI ARI CAR 2D rCAR. AR . � A I , ., ' I I.DG , . nirI I � I I ;�., i- ' - I. I-n "ItIjlyDor- . rKsI I r I ' � I. ,-I . I -�- -- I �.Ir. .,1 � . . ��,� . , ,, .,,i ' BUDI7BUIBLDINGI' - ,11 �I - , .. , -' - .: .� .I I _" . I" . . , . , HANDICAP PE D :,UNITS . .': BUILDING - - 1� . r I I ' 'L I % ' � L 0 CA TI Q N S L � '� .. , � . , L. , - PROJECT I r r TOTAL '. I ; L I . I • I HANDICAPPED *AX UNITS , 4,5,9,12,13,16 F-1- ', �r I L . . : L � - 112 - . - HANDICAPPED � 7C. 4' UNITS 1 � 1. I - ' r ' L , L . ' ' - ' ILI , r. .3,7.17 1 ''L, � , r, : � . 1 - I . I I . 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OF 6 3 I I !L TYP. `n 5-1 s9s 5-i LOCATIONS 3 -- w TYP. 3 � - 6102 I� i I I{ 5'1 I I !' i r- •---- -- --- ------ � 5102 � I f I I I I I I I I I I I I { 11 I I 3 I L J r --- - -�--- ---� �__-. __J L ---J t--1 i i _� �-- -- - -� �__ _J-.-�--� -� L- - - -- I w- -) i I 1 9102 5-1 5-i 3 I I I { I I I I I I (-1 I 3 r- -1 L_ J { � 3 i t i I 52'I � L__ . 845 -- -- - - -- S2-t i I ) r i —� - I I � ------ S45 I I I lfd 1 I I 1� I i L_ -- J L_J 541 5-) -- -----j TYP. 5-i i i 51 } TYP, i l - --- --- - i w I 5-I I 5_I I �`�'' Q I 5-) 532 POUR CONVENTIONALLY PER L - _ - _ _ _ _ _ v1�`� OR16iINAL CONTRACT DOCUMENT6 i _ _ _ _ _ i i 5 W i 5- I r� J 632 ' 10 5-I 1 - TYP. 2-04 BARS BOT. W/ I'-6" RETUFQN EA. END, TYP. OF 10 LOCATIONS Q Q tt , 0 �o 4f " L: TENDON 5GI-IEDULE FOR 5UILDiNGS 3 4 11 MARK TOTAL ELONGATION i7EQUIRED NUMBED $15 102" 4 sal 1.49" 2 $22 1.51" 2 $21 1.96" 4 528 2.04" 6 529 2.11" 2 632 235" 6 633 2.43" 10 1531 2.14" 2 541 3.03" 2 545 3.31" (0 541 3,52" 2 $50 564 4.01" 6 551 431" 4 $11 5A&I 10 6�3 5.56" 6 S92 '105" 2 $94 "tat" 8 698 1 _5, 2" 2 6102 h 68" 12 6104 5105 822" 4 5110 830'' 2 CL g Cl)Uj was V LOP IZOP.-, 0 � 5-1 Isa i TYP. i 1-� - Hill i l l 5-I 1-04 x 5'-0" LOWS AT PLANS REVIEWED 5 L s--3-qr ALLMIDRE-ENTRANT COOS ESZ CITY OF SANER® 1 OUNEDATf Oil FLAN 5-2 SCALE. 1'-0" _LAN NOTES: 1.) Provides an6nor bolte, or "MAW straps at all exterior wall locations. 6,ss the contract documents for complete details and locations of column and wall anchorage, typically. 2.) Provide positive drainage for all breazewaya, lanale, interior stairwells, and other locations as shown on 6tructural/Archltectural drawings. Provides Blab desp reeelons and elevation 6-ongee per the contract drawings, typica Ily. 3j 8hot-In anchors shall have a maximum penetration into stab of 111/211, or &hall be coordinated so as not to intersect post - tens toning tendons. 4.) Slab oubgrado shall be prepared per all rounciatlon notes as shown on then contract drawige. 5.) Provide proper curing or slabs after concrete placement. Cure slabs to the degree required to avoid 6hrinkage3 and temperature cracking of slabs due to premature drying nswly placed slab surfae:ee, typically. 6.) Provides i'iz" minimum concrete cover on all post -tensioning tendons, as outlined in the Poet -Tanaioning Institutes "Dcsetgn and Construction or Post-Twelonesd Concrete°vlabs." Provides chairs at post-tesnetoningg tendons eufftclent to maintain this specified concrete cover, typically. -1.) Footing "F-1" ghali be 2'-6" X V-6" X 1'-0)clasp, with 4-04 each way bottom. Footing shall be monolithic with slab pour, typically. 8.) Footing "F-2" shalt be 3'-0" X 3'-0" X 1'-0" deep,.wlth 5-04 each way bottom.. Footing shall be monolithic with slab pour, typically. 9,) Tendons greater than 100 rest in length must be stressed frrm each end, _ typically., 10J Pour all exterior rooting outelde of building slab convtionally per original contract docume:ents, .typ. r F� T� r 0 T�8 r 'C3 0 wr g Wpjc r U `t `t z � z � 8 o � w z o � gE 2 � H Q Z � 0 j o�,r� o Z � � J 0 i W A r 4 p JOs No.: ga44 vjUiwrvUr.• DJD,TLV'1 ' C'IIGChEDliY.• RG�J Ai'PRUYED BY.• vAre: 04/I4/Girl S!lEE7' i� V LOP IZOP.-, 0 � 5-1 Isa i TYP. i 1-� - Hill i l l 5-I 1-04 x 5'-0" LOWS AT PLANS REVIEWED 5 L s--3-qr ALLMIDRE-ENTRANT COOS ESZ CITY OF SANER® 1 OUNEDATf Oil FLAN 5-2 SCALE. 1'-0" _LAN NOTES: 1.) Provides an6nor bolte, or "MAW straps at all exterior wall locations. 6,ss the contract documents for complete details and locations of column and wall anchorage, typically. 2.) Provide positive drainage for all breazewaya, lanale, interior stairwells, and other locations as shown on 6tructural/Archltectural drawings. Provides Blab desp reeelons and elevation 6-ongee per the contract drawings, typica Ily. 3j 8hot-In anchors shall have a maximum penetration into stab of 111/211, or &hall be coordinated so as not to intersect post - tens toning tendons. 4.) Slab oubgrado shall be prepared per all rounciatlon notes as shown on then contract drawige. 5.) Provide proper curing or slabs after concrete placement. Cure slabs to the degree required to avoid 6hrinkage3 and temperature cracking of slabs due to premature drying nswly placed slab surfae:ee, typically. 6.) Provides i'iz" minimum concrete cover on all post -tensioning tendons, as outlined in the Poet -Tanaioning Institutes "Dcsetgn and Construction or Post-Twelonesd Concrete°vlabs." Provides chairs at post-tesnetoningg tendons eufftclent to maintain this specified concrete cover, typically. -1.) Footing "F-1" ghali be 2'-6" X V-6" X 1'-0)clasp, with 4-04 each way bottom. Footing shall be monolithic with slab pour, typically. 8.) Footing "F-2" shalt be 3'-0" X 3'-0" X 1'-0" deep,.wlth 5-04 each way bottom.. Footing shall be monolithic with slab pour, typically. 9,) Tendons greater than 100 rest in length must be stressed frrm each end, _ typically., 10J Pour all exterior rooting outelde of building slab convtionally per original contract docume:ents, .typ. r F� T� r 0 T�8 r 'C3 0 wr g Wpjc r U `t `t z � z � 8 o � w z o � gE 2 � H Q Z � 0 j o�,r� o Z � � J 0 i W A r 4 p JOs No.: ga44 vjUiwrvUr.• DJD,TLV'1 ' C'IIGChEDliY.• RG�J Ai'PRUYED BY.• vAre: 04/I4/Girl S!lEE7' i� " • '-roll 3 EQUAL SPACE �'-ro ° 2 EQUAL. '- 6 �r 2 EQUAL 0' `-0" '-roll s SNOUJNAS '^0 l_6il_6u 2PEQU� '_rn" 2 EQUAL -roll '-roll ' roll , ,_ " " SPAGE6 SPACE- - 2 EQUAL - 2 EGtUAL -6 6 -6 2? '"roll SPACE AS '"0° �-0" 2 EQUAL '-6 " SPACES SPACES SPACES ACE 5P E5 2 EQUAL _6 3 EQUAL SPACES '.roll i . 5-i syi 1 i 1 1 1 I �in 5-1 5-I cn cp N r- t-- d f nl ct� V m r- t m c� t= t= r= r- 328 i s33 633 , - _ - S- I rJ I $25 l- - -- -� $28 -_ -1 -YOO I I -- - -- - -- - - -1 I I a 5-1 5-i I 533 -' 333 I i g i i I I i 1P� I I I g 5-I5-1 I I 5-I 52s I I I S-i 5 1 z 5-I S-1 i I 533 S-1 553 I 5-1 1 549 549 -- -,-- -- - --, - - - --, ,- -- -, ► I I� I i 4 - - --� �� v, I �� w 553 l.. _ _. -_ r- I I I I I I l rJ " i i I s49 5- 1349 1 I S i i r-- - Mai -- -- i 5 i �?4-053 1LU PROVIDE 3-04 ONE` ® r - � 0-4 �� 3 I I I L -�\ I I i- J I ► I � I I I rJ L� �- --cv TOP, TWO s BOTTOM AT 5LAE3 355 i �� - i � - I�� I 549 549(/I 1 I ro.A553 EXTEN910N8 CTYP, al b I I I `T I I ► /. -- 3 - I 5_ 1 r L r LOCATIONS, LENGTH VARIES.) i I I I I I I i I l -' 40E�_ r 4" CONC. SLAB-ONI5554" CONC. SLAB ON- GRADE ON 6 MIL. L 649 649 _ -i3 I I i I 4" CONC. 6LAB-ON- GRADE ON 6 IL. I I 1 1I i I I VAP BARRIER I GRADE ON 6 MiL $53 YAPOR BARRI R 51 � 3I 3 1 s46 s46 I 3 VAPOR BARRIER y„1j ro 5-1 I ( I ' CONC. SLAB -ON- I.'-0 _I I 553s4 346 346 I GRADE ON 6 MIL.5TE I VAPOR BARRIER i , L - - — — -J- — — A J L __ - _ J L _ - - __ _ - _ $46 346 L 49 tt 't __- - l-1 --- ----- J L- _ _ — — - ---- — _) f— ----- � _ _J L_ J r , - - - -- -- i -1 r-- _-! __ _ �- - -, -- - - - ---- ---- -- s65 ' 565 +_- _-+ I I 644 - i--- --1 - - ---- -- - _ .FMilI I I i I -- - J I I I 15 4 r- ( r- L J I _ -- -- I I 3 S-1 I I I 1 1 I J I '- 565 I S-I 544 5-I 544 I I I -- - - - - -� i J l I I i I r - -- - -- - 2 u s44 s44 L I L i s60 I � I I I 3 ( � I / I 3 `• � � i I I I � --_._ --- -- r � 5 -_ 6°x6"_Wi.4xW1,4 .� I 5-I d I I I 5-) ` 3 I 5-1 i 1 L -_� F- WWI, I, TY P. OF. 6 I 3 I I l i I I I I I I �41 I I I 5 -) I w LOCATIONS S- i 36ta 5_ I I I i I I I I s4l i I I I 3 i i I -1 I ( 86ro I I I I I � I 11 3 I 3 542 s42 3 i t I 5- i i 3 I _-� �---- I i S-I ! I I I I I I I -i 560 5-1 i� L___I I i t I ►� s60 r- - ------ -- -� i I I I I I 5- I j I I � I 542 I I a4z I I I I I � ► I I i I i I I � _ � 1 560 I I S-1 I _ - -- -- I- - --- J t- 56D542 S - ( " i s42 L -- - J L _ _ _ - - - - - -1 L - -- -- � - i I I I • L A -- --; 5-1 1 I I I ► I I l . _ - _ - --- - --- - - I � (_ -I I 345 32-i I i I I i ► I I i (_ J �- - ia0 v rJ_1 i 52'] S-I I CJ-i I ij -fir �1 623 645 $4l LT r J t- _ _ .� i I I I 4,1 - ` - - - - - - -- - - -1 1 $45 r 1 v - --- -- -- I i TYP, i i L__--- -- - I I 10 I _ _.-, LJ 641 5-I TYP, -- - - - - - .- 632 ► 5_I 5_1 5-1 i I _.._ 632 � �I ( W tl 832 L -_-_ _ _ _ _ _ -, 51 i POUR CONVENTiONALLY PER 332 ORIGINAL CONTRACT DOCUMENTS A 332 _r I Q Q cn Q tt . 0 as J c N y N o Q: 1 � - 5 TYP, 1 5-i 2-04 BARS BOT. W/ I'-6" RETURN EA. END, TYP. OF 10 LOCATIONS r 5-1 10 i / ' " I l I i - _ 1 TYFO ANS REVIEWED t�i L D i I '� I \ I� F f > h114 x 5' - �" LONG AT t II II j j A I DEPTH OF 6LA5, ,QT % OF SANFORD 1► F O U I D A T 1 0 I� FLAN ALL RE-ENTRANT COMERS. 3)1- SCALE: Wig" a 1'-0" PLAN NOTE Id Provide anchor bolts, or "MA5" strap$ at all exterior wall locations. See the contract documents for complete details and locations of column and wall anchorage, typically_ 2.) Provide positive drainage for all breezeways, lanals, interior stairwells, and other locations as shown on structural/Architectural drawinggs. Provide slab depressions and elevation changes per the contract drawings, typically. 3.) Shot -In anchors shall have a maximum penetration into slab of liz", or shall be coordinated so as not to intersect poet -tensioning tendons. 4.) slab eubgrade shall be prepared per all foundation notes as shown on the contract drawings. 5,) Provide proper curing of slabs after concrete placcsment. Cure slabs to the degree required to avoid shrinkage and temperature cracking or slabs due to premature drying newly placed slab eurracea, typically. 6.) Provide Ivz" minimum concrete cover on all post -tone toning tendons, as outlined In the Post-Tenaloning institute. "Doetgn and Construction of Post-•Teansloned Concrete 51abs." Proutde chairs at post - tame tontng tendons sufriclent to maintain this specified concrete cover, typically. -Q Footing "r-l" shall be 2'-6" X 21_611 X 1'-0" deep, with 4-04 each way bottom. Footing ahall be monolithic with•slab pour, typically. 5.) Footing "l=-2" shall be 3'-0" X 3'-rU" X.1'-0" deep, with 5-M4 each way bottom. Footing $hall be monolithic with slab pour, typically. 9.) Tendons greater than 100 root in length must be stressed from each end, . typically. 10.) Four all exterior footing outside of buildinrJ. blab conventionally per original contract documents, typ. ila Sew $Ito/civll drawing for all finl$hecl grade elevations 4 required r extent of stemwalie, typ _ • . f TENDON 604EDULE FOR BUILDING 1 MAID TOTAL ELONGATION REQUIRED NUMBER $15 1.02" 4 , 621 1,49" 2 822 1.57" 2 521 1.96" 4 $28 2.04" ro 629 2.11" 2 S32 235" 6 533 2.43" 10 531 2.14" 2 641 3.05" 4 842 3.131, 6 544 3 29° 4 545 3.3`i" 6 646 $41 3 52" 2 649 3 68" 10 650 3.16" 20. $53 $54 4.01" 6 355 4.15" 4 s5"1 431" 4 560 4-54" 10 565 4.93" 6 s71 5,40" 10 $` 3 S94 721" 8 r r r r r Fig r f J r r I 0 rc L 2 I'-ro" R1»TURI EA END, TfP. OF 10 LOCATIONS 342 3.1311 2 545 33`111 4 549 3.6611 1 550 3.76" 19 553 3.99" 3 $54 4.0 1" Co see 4.15" 4 $511 431" 4 660 4..54" 5 Srol 5�ea5 4,93" 3 6"II 5AV11 12 6-13 S'16 5.a0" 3 694 5100 152" 2 $153 815`I 11.9£3u 3 6159 12.14" • 2 5164 i2.53" 3 Si69 12.92" 3 ��I1�l►1�1,�■[I�►■��l►1 ,�j 1 SCALE: ►ia�� , 11-011 NOTE: BUILDING I(o 15 A MIRROR IMAGE OF BUILDING LAYOUT 6POWN. f!LAN NOTE i> Provider anchor bolts, or "MAW straps at all exterior wall locations. bee the contract documents For complete details and locations of column and wall anchorage, typically. 2.) Provide positive drainage for all brsezeswaya, lanais, interior stairwells, and other locations as shown on Structural/Architectural drawings. Provide slab depressions and elevation changes per the contract drawings, typically. 3.) Shot -in anchors shall have a maximum penetration into slab of 11/2", or shall be coordinated so as not to intereect past-te3n6toning tendons. 4,) Slab subgrade shall be prepared per all foundation notes as shown on the contract drawings. , 5,) Provide proper curing of slabs after concrete placement. Cure slabs to the degree required to avoid shrinkage and temperature cracking of alabe dual to premature drying newly placed slab 6urfaces, typically. 6.) Provide 11i211 minimum concrete cover on all post -tensioning tendons, as outlined in the Post -Tensioning institute "Design and Construction of Post -Tenatoned Concrete Slabs." Provide chairs at poet -tenstoning undone sufficient to maintain this specified concrete cover, typically, 1.) Footing 11F-i" shall be 2'-W X 2'-6" X 1'-0" deep, with 4-04 each way bottom. Footing shall be monolithic with slab pour, typically. 5.) Footing "F-2" shall be 3'-011 X 3'-011 X i'-0" deep, with 5-04 each way bottom. Footing shall be monolithic with slab pour, typically, 9J Tendons greater than 100 feat in length must be stressed from each end, typically. 10.) Pour all exterior footing outalde of building slab conventionally per original contract documents, typ. 11.) Seer site,/civil drawing for all finished grade elevations 8 requlresd extent of stemwa lls, typ, DAM: 04/14/c4a SHEF,T - ,, . _ .1 I . . . :. ... , .. r-. - . is . .., : .... < .. , .... .. .. . ,:. -' - ,. - - n : ' - ..I. , - • '- F .� - ... .y1. .. ., .. .. , •:- - _ _ .: -. I- :,. ,• . ,' - -- % :. - .. - _ . - .. . - .. ..7. .,., . .. .. . 'F S' - • .: .. r' : .. ': • , - - : .. ,. _ .. � :, .. - ' r - - . :.. .. -. _ . .. _ .- , .. . ', . . , .. - ,. .. . .,. . ,. -�0 3 E�2t,iAL SPACES : -� 2 Ec�UAL �? 2 EQUAL - 0 -0 2 "EGtUAL .-0 .,$ ,0 6 . 2: EQUAL . �� 2-EQUAL .. _ 2 EQUAL ' L. - 2 EQUAL. -6 -to 11 - ;; _ . . . 11 SPACES 6PACE6 SPACE$ ,• 3P.. Ci_r . SPACE6 SPACER SPACES . . . .: . ' 1 1 . 1, -1-i 1 Is 5, I 5"� . $-i . . . . r- r r- r= r- " c+ i csl r M r 0) r In r (A r � (P m )-i d m `t m m s m�• 0) N s4 N m I- sit N m dr? cp _,_ _ - 5�3 _ - - - 1. �` I- i $21- i , t I sa-i ,: ' . _ . 633 5=.1 I 10 NIL I _r4_t___'j i 1 I 4 l ► I��, V-12 i i 5-1 i 5-i - I $a -I 5- .. .I -5 -1 i 1 a �. i I I i . sx�t � i I $2-1 . $33 ' f v - I 5-1 . r - - I 12� - �- - s33 �� - - -- -I , sri $ m $ 11 � r- 2`t I i 5 -1 I $2 r 1 I I - I � .. 1. I . i 3 �C„4 � l ,. �J � i 5 -1 -, � vl2)2 . , I g-i Ste! � -1 f -- - - =, .-- �--- -- _7L I . i • jV11 3• I 1 _ -- . :. w -, �, fob i. I I I { I' 5-1 f 6102 -- -- -- -1" I I I 3 3 I• I I i I I I I.:_ �bl - I )J --,--.-- -- 5-1 1. i 5 I I„E % I I l 1. i I I I 5 . 1 I I i f f I I I L -- --i t-- I I -1 I' 4 (Ai�1C. SLAB -ON- " I I i I I ' i a� . _ 9104 _.,_ GRAPE ON ro MIL. BARRIER I,., _ I I i 3 f L_ I, I / 5-1 .' 0 10Z 7 3-1 f J L - K-3--) . (off I -VAPOR I i 3,: f g-1 : I I I I I I I .' 11 I 3 - N 5-1 11 Ir -}" I 692-1 i I - , .. (�A\ _ i I cit sit t ' _! L_74 - ..,.1 • L _J L_ - _ _ - •,_J L - - i___ V_ _V - _7 11 I I . ._ . ,- I T I I - 1-- - -, -- - .- - �. . .. -- -1 r -_- - _ _ - - -- - �i I .� . 'ji" -t- ___7 1 I1111111111111 1s�1 f . , . 2 +-1 �- I I 5-1 I I I I I 3 I 1 I -. _-__ r4 1 L i • I 11 I i 5- I �� ___- __ J 5_1 I . � � 3 IL 11- " ` 5 -} I = 8102 _ T- _ I I i I I I I. ( i. I I - 5- 1 ` - ti ( ! f , 1 I I _� 4 A T. 2 � Bo -----\ I -1 I I I I -. . I I I w/ I'-�" RETUFN l .: . ., w 69'1 I I I I I I I f L...� :: I I I I I 5 -1 . 1- ) , I EA. END, TYP. OF CATIC7t�k$ l2 LOCATIONS III I . ( l I I 11 - N I. I i I t I 11 I i r� 1 f 11. (' 3 5r 1 i I .' I I - f -- � [-T -- I I 4 .1. :; `. .. a 61 I I I I I I' : I - ,I 3 .1 I i 'I I -� 1 1 1 I I I I I 1 I I 5-1 5-1 3L ► I I I, I I I I I .. I m . 5-1 81 I i I ,�r, - -- - I -I • __ -, 1._ J I- I I . i 1. ,. �_ �. . :. 1. . . - , .. _ 1 L -. • 4 I f I . 11 11 I" l 5-I f I i 5-1 ,f 5 1 I I no In 1 a _ '. .. 1 �-- _1 5- I , ' ? a-1J It 11 - - - . v-1 I 1 . I r N I 1 I I N � I L -- ----- 1 "x6°-wl,dxwi.48 2 51 1 5i i 5-I . . • w.w.F,, TYP. OF 4 S _ 1 LOCATION$ q , .. . .. , .. PROVIDE `3-04 .. ONE 0 TOP, TWO a BOTTOM AT SLAB EXTEN610N6 (TYP. a 5 . . 1-04 x 5'-O" . LOCATI ONS11 , LENGTH VARIEW MID -DEPTH OF 6L.AB, TYP. 19 . ALL RE-ENTRANT COSNERS. . TENDON 5CWWULE FOR BUILDING5 1, 4, 91' 4 13 . POUR CONVENTIONALLY PER - ORIGINAL CONTRACT DOCUMENTS . •t MARK TO`i'AL ELONGATION REG2UIfi NUMBER ". .- . � ... , S15 1.02" 3 _ I .: I I I . , f-I � I $22 I. � 1,51" -;1 , II I , ' .� I ... . . I.'lIl . _.'":- ' '�, 1'� .I '��- .I'.1 621 - , t.9b" 11 ' -- I ."I � I�. -'.I '.. , -I. . .�.. �:-,..; I, .� . '..4',I. . � . I1I r ,.• ".-,' .jI., .�� . . I 831 1 I II 1 � I . . 3 �i.. . � .I 5F- 1� l l L� ID f i'�l , r . E 11 (TSII I+ . . I .. I . .:. ' , . . I. ;332 a35" I , 3 I . I " ""I *#�.1 I._1.' .",I� .I '. • - • -� 3 2.43" I . 10 - 1. I K. OUNEDATI�.ON FL. N. �1�"_ .�I +I � I..1 ��"" I. .'14 1,.: . . � 4 - .: I 634 2 51" 2 I I � 1. I II . .'� I - " - � $39 I 2.` " 2 I. 5 „- SCALE: rein 1' -P.I I • 4 ' ,' ;. 845 33 -1 �� 3I NOTE' BUILDINGS 9 d 13 ARE A MIRROR IMAGE OF BUILDING LAYOUT SHOWN, 549 3ogu 2 . m. 650 3' o it 12 , , , ' 653 - 3 99 �, ; 3 . . ,%4' 4 0`i" 3 : I - . _%'�!.� '�' - �". 55'1 431" . - I 1�� I � � . . . ., I - ';_.�' . . . I .7.. �.I� I :%�I " �' $58 4,39" 3 1.9,, I ;,':1.';� -"� 11.L r - �._-: . u _ .62 410 3 , . . . 56� 5„ . , I ,. l � 6,3 . 5 5�0 1:�: . . lie :: . 892 '1.Oa . , . „ :.. . ... , 694 �.21" 4 . . . , , ,.e, r . , , ' . 1' { . Io. . ., .. . . _ - ,. . - . . . i 6 OO u h 52 3 2. ,: , _ . , -.. ,. ' . . •. ale* "t 68" to . ' . . . , „ 4 . . . .. ' 104 11 3 .5 _ C., - Si b - -} �� .99 2 . . . II , -:: ... • ., .:, - .: .. .:. i S fd 8-0 �� _ a , - . . - U .. . . , I. t 809 - $ 22 ... . _. , . ", : , .. . . I I1 50 8 3® i , ... ., 11 �° .. -. , , 4 . . , ,'. , I- .. ,. .c .. y .i. I. SPACES V.A'I PLANS REVIEWED CITY OF SANFORD ELAN NOT9- 1.) Provide anchor bolta,;or "MAS" straps at all exterior wall locations. See; the contract documents ,for complete details and locations of column and wall anchorage, typically. 2.) Provide positive3 drainages for all braezetuays, lanals. interior stairwells, and other locations as shown on Structural/Architectural drawings. Provides slab depressions and �slevatlon d-ianges per the contract drawings, typically, . 3,) 6hot-In anchors shall have a maximum penetration into slab of Irz", or shell be coordinated 60 40 not to .lntorse:ct post -tans, toning `tendons. 4.) Slab ;subgrade shall Ears prepared per all foundation notes as shown on the contract drawings, ' . . 5,) Provided proper curing of slabs after concrete plac,anesnt., Cure slabb to the degree reeiulred to avoid arrinkege3 and tempe3rature�:crackine of slabs due to premature drg y in newl laced slab surfac'66, t icall p y p yp y &J Provide I%Zu minimum concrete cover on all post tendon$, as p 9. outlfned ,In the Post-Tonsloning institute resign: and Construction of -T "' Post enstone<d Concretes glebe. Provide chairs at oat-ter►stontn P . f f tendons sufficient to atntain this sett concrete covert is g s edc Il. ent ai p - Jp a -y -la Footing "1;-1" .shall bee 2'-6" -X 2'-b" X V-®" dip, with 4-04 each way bottom. Footi shall be monolithic with slab our, t iCAII , K' Jp y - �� u n :' ; u �� . F- X • - 8.) tin 2 I b X - 1 d t 0o aha i e 3 -0 3 0 0 with 5- 4 each wag bottom, Footing ehaI bet monolithic with. ,slab pour, typically. T r 1 'f '� r from ) d e greater 0 e� to l. rt b stressed 9. on v hen 2? es .t en th must e;► a asd om eaei� end : g t picell . „ - y. 10.) Pour all exterior footing` outside of building slab cohv': ttoha' lly per 1i at or na I 'contract doc want , g yp- r V-4 T w �• C . *4 (:) M r �44 1 r 1�t �2 . - .(�)' '6-z C44 I a) ��8 Co� �:z z 3't8 W z �� o 8 �� 10 �� w :) a U) cc O n W r U) 0 0 (40 (.) j - -' Q. Er �� H z VJ VIInn H / 0 <( W 0 `N r z ►�- rj p •5'ro'N"t (1) W � N P d Q � -8 i. A0 w"i U rT � �' � I I i J o�: \:W, CL D N V 04 _i z o ° r tY U I'- -) \ �� .. mam I 0 w a w A Q r JOB IVO.: ' aa-44 . DpAWN,yy, D.JD,TLW cf1w, cxcD BY RG5' APP1{OVED BY,• RLP , .r Lmze. 04/14/c{ci r SHEET . tl , , . .- 1 TENDON SCHEDULE FOR 5UiLDING5 5 415 MARE TOTAL ELONGATION REQUIRED NUMBER 515 , I -MIA 3 522 1-51" 3 s31 za�� 3 °via 235" 3 633 2A3" l 634 2 51'' 2 81313 2.W" 2 $41 3f�5" , 1 342 d) U 1-04 x W-0" LOi•;G AT �. MID-DEPTI-I Or- BLAB, TYP, ( ( 532 ALL RE-ENTRANT CORNERS.— $32 POUR CONVENTIONALLY PER ORIGINAL. CONTRACT, DOCUMENTS _J TYP, -' ��' PLANS REVIEWED w BU I I� D 1 NG 5(TYFE " I f I ") QCIIIQ0 CITY OF SANfORD FOUNDATION J=LA o4 $44 NOTE BUILDING- 15,16 A MIRROR S45 549 31ei8.'e 8 , g53 ' 3.99" .� • $54 401!�` 3,. 555,15" 2 4 662 4;1f0" 5, 56'1 ✓ +V d"` 5 $"13 5.0 it ` 13 $132 05 - 394 4 . SioO $104 U3" slog 8.22! 2 , silo .. s PLAN NOTE$: U Provides anchor bolta, or.."MA$" straps at all exterior wall locations. See the contract documents for complete details and locations or column and wail andiorage; typically. 2,) Provides positive drainage. for all breezeways, lanals, interior stairwells, and other locations as shown on Structural/Architectural drawings. Provide slab depressions and elevation changes per the contract drawings, typically. 3,).Shot-in anchors shall have a<maximum peteetration into slab of Ir211, or shall be coordinatead so as not to intersect past-tesnsloning tendons. 4.) Slab suberade shall be prepared per all foundation notes as shown on the contract drawings, 5,) Provide proper curing of slabs. after concrete placement. Cure slabs to the degree required to avoid shrinkage a.nd temperature cracking, of slabs due to premature dry(reg newly placed slab eurraces, typically. . 6.) Provide 11/2" minimum concrete cover on all post -tensioning tendons,, as outlined in the Foot -Tons tonirXj Institutes "Pas'Ign and Construction of Post-T&Woned Concrete Blab." c� Provide aira at post-tenalonin tendons sufficient to maintain this specified concrete cover, typically. `la Footing "F-I" shall be 2'-6," X 2`-(o" X i'-0" deep, with 4-04 each way bottom. Footing shall be monolithic with slab pour, typically. 8.) Footing "P-2" shell be 3'-0" X.3F-0" X I'-0" dip,. with 5-"4 each way bottom, footing shall be monolithic with slab paur, typically. 9.) Tendons grlater than 100' foot in length must be strease d from each, and, typically. 10.) Pour, all exterior footing outside of building slab. conventionally por original contract documents,At p. II-) ge esitW ivi! dr awin s for all finiskec��" f.ades elevations d required extent of stemwa.11s, typ: -W `P • 0 0 Y� Y ` 111_i C3 ti8 wchZ� U ficwU �L tom- Z o U1=LL a. j a z F o z U) o z k Q E. 0 W o("I In W C) w ��In z O 11 a CC U a 0 w n JOBNO,. g444 orrnivNBx l7JD,TtW . ci1ECK ,D BY RG5 APPROVKDBY.• R[ P 04/14/cicl SHEET r r r r r �1i r r r r JAL 5PAC I. 1s'D 6"xb"-w1.4xWIA — WJJJF., TYP. OF 4 LOCATIONS TENDON 5CNEDULE FOR BUILDING 12 MARK TOTAL ELONGATION REQUIRED NUMI5ER 615 1.02" 3 622 1.51" 3 5x-r 1.9b ° 17 531 532 235" 3 533 2,43" 1f0 394 2.51" 2 839 2,W" 2 $41 3.05" 2 642 644 329" 6 645 S49 3b8" 14 650) 3."t6" 15 $53 554 3, 555 4.15" 4 651 431" 4 556 5�v® 4.54" 5 Sh2 410" 5 565 4.93" 3 56rt 5�" 5 513 SS4 -121" 4 I At 7�_/ " .. « �. , 7'-G.�� 7�_/ u ....... • . I7'_/ �1 n r.iv i t� i' /w1►7'_G,u 7'-G.'R'_(/f" n riv I AI A'_�I' ai' .(i�"�'.��' 7 CN I Al a —,I I Al 7'-6611 3 FQUAL- 9PACE9 2'-6" POUR CONVENTIONALLY PER ORIGIriAL CONTRACT DOCUMENTS r_ BUILDING 12 (T"*''"FE i I ON FLAN 1 FOUND4 SCALE: 11 111 11 ) MID-DEPTW OF SLAiS, TYP. 6 ALL RE-ENTRANT COMERS. $33 1] Lj_J TYP. 6 B isa 5 - I PLUS REVIEWED - I CITY OF SANF ORd PLAN NOTES: I) Provide anchor bolts, or "MAW straps at all exterior wall locations. See the contract documents for complete details and locations of column and wall anchorage, typically. 2.) Provide positive drainages for all breezeways, lanais, interior stairwells, and other locations as shown on 5tructural/Architcctural drawings. Provide~ slab depressions and elevation changes per the contract drawings, typically. 3,) Shot -in anchors shall have a maximum penetration into slab of lia", or shall be coordinated so as not to intersect post-teneloning tendons.. 4.) Slab eubgrade shall be prepared per All foundation notes as shown on the --ontract drawings. 5,) Provide proper curing of slabs after concrete placement. Cure slabs to the degrae required to avoid shrinkage and temperature cracking of slabs due to premature drying newly placed slab surfaces, typ►caliV. ro.) Provide il'Y' minimum concrete cover on all post-tansioninrg, tendons, as outlined in the Post-Tenalonlnci Institute "Deslgn and Construction of Post -Tensioned Concrete Slabs." Provide chairs at post- tensioning tendons sufficient to maintain this speacified concrete cover, typically. 7.) Footing "F-1" shall be 2'-611 X 2'-6" X I'-0" deep, with 4-104 each way bottom. Footing shall be monolithic with slab pour, typically. 8) Footing "F-2" shall bey 3'-0" X 3'-0" X i'-D" dedp, with 5-04 teach way bottom. Footing shall bey monolithic with slab pour, typically. 13.) Tendons greater than 100 feet in length must Ive stressed from each and, typically. 10.) Pour all exterior footing outside of building slab conventionally per original contract documents, typ. 11.) See situ/civil drawings for all finished grade elevations t required extent of atc"walls. tgp. Cam. c `n 3-04 BARS (ONE-,, TOP d TWO 50T.) W/ 2'-r0" RETURN N EA, END, TYP, OF 2 LOCATIONS. �o l 5 -' 5 N W F I 633 si) amr- I TENDON 6CNEDULE FOR 5UiLDING 10 MARK TOTAL ELONGATION REQUIRED NUMBER 615 1 r02" 3 622 1.5"t N 2 52`I 196" 22 529 2.11" I 531 221" 3 $32 235" 4 633 2,43" 10 334 2.51" 2 636 2b�" 3 839 2W, 2 541 3.05" 1 642 3.13" 3 644 3.29" 3 645 33'i" 5 646 3,45" 3 549 3Io8" 8 650 3.76" 18 653 3.99" 5 655 4.w, 2 S5'1 43i" 4 858 4.39" 3 662 4.10" 3 S65 .4.93" 3 66'1 5.09° 5 51.3 5 56" 14 692 '105" 1 597 1.44" 1 61� "168" 2 5102 1b�3" 4 6104 -1.53" 2 6101 8 r0i" 1 1-04 x 5'-V LONG AT MID-DEPTW OF SLAB, TYP. ALL RE-ENTRANT COiaNER3, POUR CONVENTIONALLY PER ORIGINAL CONTRACT DOCUMENTS BUILDfNC-� 1� CtYPE "III"� 1 POUND,4iION PLAN SCALE: 1'-0" I_4611 A'A-A llpiojminn� � 8102 69� 61� W GJ' o � ctl 610r0 627 � -ra "xro"-W1.4xWIA W.WF., TYP, OF 4 LOCATiON6 PLANS REVIEWED City OF SANFOR® FLAN NOTES: 1.) Provide anchor bolts, or "MAW straps at all exterior wall locations. Saes the contract documents for complete details and locations of column and wall anchorage, typlcally. 2J Provide positive drainages for all braozeways, lanais, Interior stairwell$, and other location$ as shown on Structural/Architectural drawing$. Provide slab depressions and ealevation changes per the contract drawings, typically. 3,) Shot -in anchors shall have a maximum penetration Into slab or 11/2", or shall be coordinated so as not to intersect post - tons lonfng tendons. 4.) Slab aubgrads shall be prepared per all foundation notes$ as shown on the contract drawings. 5,) Provide proper curing of slabs after concrete placement. Cure slabs to the degree required to avoid shrinkage and temperature cracking of slabs dues to premature drying newly placed slab surfaces, typlcally. (b.) Provide 11i2" minimum concrete cover on all post -tensioning tendons, as outlined in the Post -Tana loning institute "Dablgn and Construction or Past-Tcanelone d Concrete 51abs." Provide chaire at post -tensioning tendons sufriclont to maintain this apocifiead concrete cover, typlcaliy. �1J Footing "F-I" shall be 2'-6" X 2'-roll X 1'-V deep, with 4-04 each way bottom. Footing ehall be monolithic with slab pour, typlcally. S.) Footing "F-2" shall be 3'-0" X 3'-0" X 1'-0" deAa�p, with 5-04 each way bottom. Footing shall be monolithic with slab pour, typlcally. 9J Tendons greater than 100) feet in length must be stressed from each end, typ►ea Ily. 10.) Pour all exterior footing outside of building slab conventionally per original contract documental, typ. IIJ See alto/civil drawings for all finiehsd grads elevations d required extent of atemwalle, typ: U 4IE. 04/14/qq SHEET 2 g 5" P4 ., _- L 1 2 1�25 2 KANS REVIEWEp OF SANFORD FL, NOTES. 1,) Provide anchor bolts, or- "MASI straps at all exterior wall locations. see the contract docume�nts'for comp 0 details and locations .or column and wail anchorages, tgpicalig. 2.) Provide positive drainage for all breszewags, lanals, intesrior stairwealls, and other locations as 4wn on 6tructural/Architectural drawings. Provide slab dapreWona and 'elevation changes per the contract drawing6, tgpica Ily. �.) 6hot-yin anchors shall have a maximum penetrati6n into slab or lt,a", or shall be coordinated so as not to intesrsect post -tensioning tendons. 4J Slab subgrada shall be prepared per all foundation notes ae"shown on the contract drawings. Ed Provide proper curing of slabs after concrete plac xnant. Gars slabs to the degree required to avoid bhrink4ge and temperature cracking of slabs due to premature drying newig.placecl slab surfacers, typically. , 6J Provides lr/Z" minimum concrete cover on all post 4onsIon ing tCndona, 46 outlined In the Poet-Tesnalontnct Institutes 11De961gn and Conatructtvn.'or Pobt-Tenalonesd Concretes blab'." Provided chairs at post -ten nI6lonin tendons sufficient to maintain this spescified conarstea cover, tVplcallg. to Footing T-1" shall bs T-rv" X T-6e' X 1'-011 deep, with 4-04 each swag bottom. Footing shall be monolithic with slab pour; typtcally. 8.) Tendons greater than 100 feat in length must be stressed from .each and, tgpica llg. 9.) Pour all exterior footings outside or,build.ing slab conventiona.lig per original contract documants,`typ. 0 A 0 l� V A 0 " ro Y i Zt Cl:h.r z g88 LL a (L f W O pL U Z 4 C/) �iaf1� �CoZ U) o r C.) z ,� N 0 0 �" w can :>a o 14 J cc 8 � '? w I-, t_ u_ W _1 J `' f DLn _J Z J 0 a a ti f ,oz JOB NO.: c14144 DRAW BY.- i�.rD,TL>V CIZEcIC,W BY R+C,S APPROVED BY RLP r Da�B: 04/14/4141 SHEET ' - /WL�{.� 1«'•G.Il11V"4�1 \/VIM �vt �v• � 5U,I LID INN 5, ROME TENDON. 5 0HEDULE FOR E3UW1W3 it t F 0 UN ED A T 1 0 N ' � 3 ILAN F MARK TOTAL fAL ELC�NC�A710N1 REQUIRED NtUM15ER 614 S[s/ 318 125" 2 62'1 1.96" 2 �3! 2.21 ° 4 g3°u 2.'BO" I • , - , , 641 31d5" A � . 950 - , A ' 553 . •-,. 1 IZZ 431 1. Sfti 4b2 E ' Ary , �. 664 t{ I • 2 , , 5.09 2 _.! - , 5 33" 4 5 4m° g 6 5 SIT c t{ 2 s88 6 .4" Ii • ,, f3 , I r rJ r PLANS REVIEWED CITY OF SANFORD t!l_.dN NQTE;S: 1.) Provide3 anchor bolts, or "MAV' straps at all exterior wail locations, See the contract documents for complete details and locations of a column and orall anc4iorages, typically. 2.) Provide positive drainage.for all breezeways, lanais, Interior stairwells, and other locatton8'as shown on Structural/Archttecturai drawtnga. q provide slab depressions and elevation' changea per, the contract drawings, typically. _ Shot -In anchors shall have a maximum• enetration into Blab o.f 1i?", or she 3,) , II be coordinated so as not to Intpepost ost-toneIoning , tendons� - � - r ared "ail r undation notes as shown on 4.) 61ab sub rade shall be per o 9 p� the contract drawings, az ri of slabs after concrete Iacernent. Cune'slabs Provide ro esr cu n p ' S, p p 5 - to the degree required to avoid shrinkage and.tamperature cracking, rfa s t is ail• ' r [ new! aced slab a ccs g o premature d n XMIUM vow" of labs duet tur 4 8 l� y 9 y p yp y IOBNO.: 01r444 rod Provide IVi2" minimum concrete cover on all post -tensioning tandons, ss Institute "D sl 'n' nd :Construction of he Post ex � •DI WNBY D.JA'fL.W outlined in t ngg � , Post-iensloned Concrete Vabs," Provides chairs at. post-tenslontn : ,tendotvs sufficient to maintain this s �(Flc�d concrete cover, t yptca y CII�GKBDIIY.• Ft�S p Footing "F-1" shall be 2''6" X 2'-6" X i'-6" deep, with 4=Md each way APPROI/EDBY_• P '1J g P RC- , botton-Footingshe If bdmonolithic with -slab pQW. t lc4ii . s e from each end D�lE: 04/14/cici 8.) iendons.. rester than 1c® feet in length must be tr seed , g typica Ily. s SHEET 9:) Pour all exterior footing outside of building slab conv6nttonally per ;original contract 4iocumw*,typ. - � re quired ui ed' elevations e II fi tshesd rade salsa iron n 10a:3ee: sties/civil drau�tng:fora g q extent of etemwalla', t yp• , r rI r r 0 r r TtND0N ;^ar�I�IJUI�� .�Qr' "C�.u5HOU6E MAW ' TOTAL EL6NGAiICf4 F�tQWREE) N-LMBER $20 1,41" ._ 4 _ 623 1,64" 4 626 188" 3 $41 2 551 3:84" - 3 859 446" 1 560 4,54" 3 Sb l 4.6211 5 863 415" 4 04 4,86" 4 566 5 rD!" 4 S6't 5,m" 2 5ro8 5.t"1° 2 $12 5,4,5" 2 6105 `t.91" 2 5141 112R�" 3 6152 1159" 2 9{56 11.91" 5 3{,62 1238" PLANS REVIEWED CITY OF SANFORD PLAN NQTE5: U Provides anchor bolts, or "MA3" straps at all exterior wall locations. Ses the3 contract dacumegnts For %,;411 etc dgtatle and loca'tiona of column and well anchorage, typically. 2,) provide positives drainage for all breezeway&, lanals, interior, stairwells, and other locations as shown on -Structural/Architectural drawings. Provide slab depressions and elevation changes per the contract drawings, typically. 3.) Shot -in anchors shall have a maximur, penetration into slab of 11/2", or shall be coordinated so as not to Intersect past -tensioning tandono. 4,) 51ab subgrade shall be prepared per all Foundation notes as shown on the contract drawings. 5,) Provides proper curing of slabs after concretes placement. Cure slabs to the degree required to avoid` shrinkages and temperaturecrackingg of slabs due to premature drying nexwly placed blab'surfaces, typtcaify, 6J Provide 11i2" minimum concrete cover on all post-tcsnsioning tendon, as outlinesd in the Post -Tens loning :institutes "Dessign and Conatruction of Po6t-Tan6lon6d Concretes 61aba." Provides chalrs at post-temlonin tendons suFFiclesnt to maintain this spescIFled concrete cover, typically,. -IJ Footing "1=-1" shall be 2'-(o" X 2'-b" 'X,1'-fd" d"p, with 4-104 each way bottom., hooting shall be monolithic with slab pour, typically. a.) Footing "F-2" shell be 3'-011 X 3'-0" d*esp, wlth.5- 04,each way bottom. Footing shall be mgnoIIthtc' with slab pour, typlca lly. 9.) Tendons greater than i00 Feist in length roust be stressed from each end, typtca lly. : . c, 0 C i� 44 P. C� �i rnt~ rnh� NCC94< Z 88 Ov� 8i F- U U �w o ' o 4 � SSW E' z U� U z o C'' O� o w C) 0 w O J 0 onv W u U F o`� p- D ' Ln v Z 0p 0 U 4, 0 s w A JOB NO, N44 ' ,DRAWNvy..- V Jn,•ItA CHECKED BY.• 1�iJ AYYROYED BY. iZl..P DAM 04/14/411 SHEET AMW r rA r r J r r51 3 EQUAL SPACES 6 EOLIAL SPACES / i \ FnUNDATION PLAN "CARWASN/STORACzE" SCALE: Ila" '"'' FOUNDATION FLAN TENDON SCHEDULE FOR "(o-CAR GARAGE'. MARK TOTAL EJ OW3ATION REQUIRED NUM15ER 624 l,-t2" 15 $7 5.5(0 9 EG2liA� 5F''ACE6 fin■ lap— I- 5�3to— $L I^3�UN cA 5-13 ja EQJAL6PACE? 6tLP to 54 v) cn( 545 - Fj�7� —213 vAP R AEN 4) 1.+ 54 77 uI _ -i �. -- w ( 4" COt Ic 5LA ON- S l i G E CAN 6 IL.. ( 51 "3' S-1 � 5w13 VAPORBA IER !II 7 ITT It, CONTRAr-INI5W GRAVE RMSED u TENDON SCHEDULE FOR 4-GAR GARAGE" E MAW, TOTAL ELONGATION REWIRED NUM15ER $24 L'12" f8 TENDON SCHEDULE FOR "CL.U5HOUSE" TOTAL. ELONGATION RE(ZIRED NUMBER 518 1.25" '1 519 1.33" 5 .545 33�" 54-1 3.52" 4 i PUNS REVIEWED CITY OF, SANFORD F1,._AI`� NOTED: Id Provide anchor bolts, or "MAS" straps at all exterior wall locations. 8ee the contract documents for complete details and locations of column and wall anchorage, typically. 2J Provide positive, drainage For all breezeways, lanais, interior stairwells, and other locations as shown on Structural/Architectural drawings. Provide slab depressions, and elevation d-anoies per the contract drawings, typically. 3,) 6hot-in anchors shall have a maximum penetration into slab .of 1112", or shall be coordinated so as not to intersect post -tone Ioning •tendons. 4.) 61ab subgrade "ll bo prepared per all Foundation notes aO shown on the contract drawings. 5) Provide proper curing'ol' dabs after concrete p{acemesnt. Cure slabs to the degree requlred'to auoid shrinkage and temperature cracking or slabs due to premature drying n&wIq placed slab surfaces, typically. 6J Provide .1112" minimum concrete cover on all post -tens loning tendons, as outlined in the Post-Tenalgning Ipetituto "Dasalgn and Constructlon of Post-Terisloned Concreja:5lab&." Provide chairs at goat-t lonlng tendons sufficient to maint.41 t this specified concrete cover, typicaliy. Footing "IF-l" shall be 2' "CO" y< 2,_6" X i`-fa" deep, with 4-04 ea.ch Way bottom, Foot{ng shall bc� monolithic with slab, pour, typically., 8.) Tendons greater than 1 feast .In length must bee stre s6a ad from each and, typica liy ... j J j cul OCR SANFORD BUILDE DING PT, SITE CDR THESE PLANS ARR rlrVIF;WCr) AND CONDITIONAW-Y ACCUPTED POR FIFRMft, A PRRIAIT 15puf.-'r CONK; RUrKP TO 1111 A WITH THE' woflj' AND fq€ff ?jc APTfIffill'y J-o VIOLATM, Oft AUAWF�9 tqqy r j fe f I-q r; Of Tf*--, Wflft JALL f4T 5kK qW11JAW, 8'6, +161a BF Ht B,, bra fHE jClty'Of Sanford '�bdej Codes in effect: itandard bulid ing Code 1997 ed. tandard Plumbing Code 1997 ed. Standarid Mechanical Code 1997 ed. National E10"OtriCal Code 1996 ed. See City Code AMENDMENTS FL. Accessibility Codes 1997 FL. Energy Code 1997 PLANS REVIEWED CITY OF SANFORD �7 m T g , t IMIdACft rwilUUll �li, DUG[IiUflUfl LAUUUUy3L S 1 "{' LANDWAPE D AMICS INC. y reserves IS'S carman ' Itis copyright, j d other pf ty rights in liege plans, t e ;de�'�`x`d-d"'f''"s—these d-plans ara - { not to b2 r odaced Chang . or coped ' any form or r _ ! monna ghat ver, nor are hey to be ed to any third potty, a hout first obt 'nIng the expr witten an �I J perm ss fr LANDSCAPE MKS INC IL — /��o I EAST TWIN LAKE � LIFT STATION G V G LP L t i, ry { ®�� WATER ELEVATION JTI, 38,06 (9/25/97) BUFFER, YL� , + r Ets F [in ZE IIAC on0 � ° ` , - I N I C� ; r ry I a ui o ° C'l T Lj ° k✓ p40 j. �m at�w+rnsr. l� I I k p -0 1 C) - riFa Y n' J ® •' � C1 ILL Z5 -z S LJ Ron t t bJ ;- CD ® POND A p IL FOO�.r ��+ pan G \ ` r � r� � � y\ b/ � � � � i� •fit K r r \�r 17 T G j e////x/"z7 7 / if --_ G C, �m � r r , � ° �� r o T T Y j9 Ball b r Ott 4000 VIM 104 \ ® "' a �� a� I a ao �� as I eta �Q a^, veer if v�oDETENTION /. >�� ®a � as a❑ � % —�\ A—____ � t� .� --- --- — --- — — — — � BUILDING SETBACK LINE C� Sr `\ `, NAB f//,:/; %%i% T L-5 5HEET L-6 5HEET L®1 WEST TWIN LASE 'BUFFER WATER ELEVATION 41.66 (9/2 /97) 4.3 degrees --- ------ 72.1 ft 4.3 degrees r 2 f I N T/W 55.0 ft _ { 3�`/ rY �6 ?A( ✓ e0A N / I / 1r MINIMUM 8 �TWEEN FACE -- 1 q -- 0 ro y o _ x 3 Y_T OF BUILDING TO EDGE OF 0 , 170 /Ep._46 6 V C- R r I ,CA Miragrid 5 K T- SLOPE AT THE TOP � BUILDING STEM WALL ,e PR o - n a a ♦ -Q r Type BY OTHERS g __ d t W Ga�✓GREZ E 8 O x 3 X T V E Q rr c- ( ) �. N a 10 58 00 TWU 3/ X/6/ d �iNCifOL' Miragrid P2o Uu+rS 57.00' x�ytl6f m l y Sxr '/!/j' CONCQE� �� I� a a 3 E!>rc/f FILrr2 FA3R+C T - - % � 3xT _ T Type Miragrid M+ R R G R+ lO S )C _ _ 1 1T/}[3 - - - O _3 � _ -- __ t � is/D t/EYtTy c�4-Lj 8=a x 3 XT 7xT 1/4^ ,— FILTER � �� 72„ _ LTER FABRIC (TYPICAL) i r �iCBX fO —V TICA-(-5 Miragrid �-- F1lT�K FA3RlG Type I ---- -- i F/G EL. cm _ t 63.5ft 1' t F%G-T�� F.-TBK/G //I/ FIG : 45.0 ft % X T /flF/ Epp Z— �1 �I4 -A 8>;IG m/2/f1 F g'- O X 3 X T Type 3 / 6Ob / c Mirag d I4: I SLOP— —E % r IBM: 62.47 ft [ X SOD WRAPPED BEHIND � __-- - - -- - — — - - — - - _b'� � �A:4� P`o 0) X- $ 62A.y &L !?ASE d BX 1100 GEOGRID -- - - — — Il 3' � B/w: 43rt .5 Type 3 (TYPICAL) 8 Glzav=t F3ASE 10 as.ao' 8.0 ft it ,/OTE6 LE Ceh10 cQlo = tt.sn i G TH BALL LRYERS _ -- -- - - — � — f Gi Bvl~j- s/ae /S/' < LL_ Woor� R �6114 SA�1,� S P �f2 _ 3 3 TzE� c�q -� a� i/E Kod it/ C" P) f I nI b7 : S r' +, OD ?>✓Tr- 'SI Z-E /`f r/LO.�G7 a %� (� ®(�� \ (-}—+ 1 . 1 ,1 , GEOGRID TYPE UX 1400 SB f 3 - TKE,4-[EA c 4 8 o3— �je, v �/ +i W ram- I_ - - �— s op ��IC��I'� rW-00 TYPICAL CROSS SECT LANS R'VIL --- -_ �V I ��% �`/� —9 (NEAR BUILDINGIIB} SECTION �� OF �1D fit t`/I ��jZ <1 L L, �� I CA 1,�fi1 o N: �"% �' b _ _ T C I Q Im bar iq - C-�AgAkG� ��I L �1-iorJ t G L sGt"I U I� . y r r &j�p COPY r I� r NORTH f i \ ! ''AttfACft ' Randall R. Buchionan LAb000932 LANDSCAPED GS INC. y ieserres IT'S com t r low copyright d Ouw pc ty rights in I we plans, r These-' easy des�g'r� d Ptansa�- 1 / not to be r o4ced, ctmn yr copied ' an farm or ' f !7cq ( mama what 'rer. nor ara�hey to be ed to any third party, a hoit fist obt 'nm9 the expr written permbsgon from LANDS A MAPd.IrS INQ SHEET _q_j _ T171 771 F-- (/+ , {' (' G G T f (' 1 WATERELEVATION EAST TWIN LAKE] LIFT STATION-----_ ( ( G G t C'' 11 38.06 925 97 1 ' 1 r � ;�� ,' r/ _ , / � (/ / ) BUFFED 1 ; , Ir r; TENNIS COURT �'',_1 °' ° Li � gl � 11 � �'��,, [In AL �`�� f'rr rfSF'IC9�0 >� qt . � sl ` ®® ( T �, s ° mo !L� r ° r cm FACTS 1 I�®N A C7(�ll-�it r -�•- � ��''--_.__ G F \ipf— � y ° 4q� t LL '" � ° ° 1 000 r o G POO G ° ® i ° ra ° 1 \ \ .a""''e ��SaF. Pik n i i T r �'•.. I �'`t,-..' _ �� ' G rr.� _ i _� . +�� 49 If ° "'�" r ° 0) z r+. -�itt' k ` �� r 't .. d7 I G -- -- 16..�1 "'$ ! i ,' \ 1 T NET TWIN LAKE 7�BUFFER 4f nr 'Y jolt vim - o 1 16 G G CaG a! g q 12 �Ga�FH3 o a� as mi r' (� ti ® d 102 er° _ / J�1 r DETENTION $oil � gar �n f �4 t / / \ �� ° f / WATER ELEVATION - - — — — — — — — BUILDING SETBACK LINE °® / ' 41.66 (9/25/97) 6, — j F Sv cd cv cd 4.3 degrees Z f M I N 4,2.4EyE T W; 72.1 It ,c,.� •" 4.3 degrees u --{ r� GOVE'ilE T/W 650 l _,.._. .. ft Roe N .. ' •c O a o i t - o MINIMUM BETWEEN FACE 1 � �f/rr-P-�-C� 6 V C- IZ r 1 c R ("' x 3 xr Miragrid l d 4 f -- - 3x 3 xu0 3/ / a r ca.✓Ge6t E PR o (r_ 5 x 1 OF BUILDING TO EDGE OF co o SLOPE AT THE TOp �y �/c j A 0� X/6 y Q ,g-�ve � o x 3 x r V E 2 7'f C /} _ Type j BUILDING STEM WALL COrt/C,� 6 ` y d PQ o u rJ , T 6 ) / Miragrid (8Y OTHERS %C- 'ice y a 3 Efic� Ft L r� R F4 r$ R t C S y- 7- 57.00' 1 I 10 58 00' — ---- -- 'F L O K 3 X f= sr 3 Type 2 s Y� H " .L7JU5(.E Z ><g �p�/ Miragrid Type e3 101 .2 �g x /o' 1/�t rr 'crl-L S . � � - - - -- - - - 7�CAI-5 S=o x 3xT 7xr ii4^ _---- -- —° Miragnd � � F/G EL. ,�--- F1 t T E I2 FFl /3 R tG Type 3 �z„I --- FILTER FABRIC (TYPICAL) t (gyp ' F/LT�2 F�v°R/C �/r7iR/sir`/ Epp m 63.5 ft — - - -- - , -- �' /CTETL FABK/c m/tiAF i S'-o x 3xt- F/4: 4s.0ft 7xr / 60b / e cm Miragrid jTpJ / _ -- - - — — - - -- - C PJW:62.47It a , c 14. 1 SLOPE ( Type t ! _ 4 : V L X SOD WRAPPED BEHIND BX 1100 GEOGRID W 43.6 ft _ Type 3 3 p X (TYPICAL) — - - -- - - 8 G2a�eL SASE /vo TZ- 5 8.0 ft _ 10 49.00' -- - - — — 71 I r �rE0 42t0 n 11.6ft --. •;. Rove, yt ��w,v s P t�brES - -- - - -- - - -- - - -- �ALL LAY Z. /c/niGj ��Barr5/�� /S��y �2 — - LErsGTH ERS) LL 5, c G c Gnry 3 T/zEf}►�j c�� ,� 1- AL-L- Wood RDJ�tI� - -- -- - - b :�` i TiE Cod y � PILI>vEt err a✓rr 5/Z /Y', I —�AFJ � TR�,}� cG4 80 f �1G R S - G �✓c� E TE 3ood PST ,� I\ G 1,�?1j) V — 1 o'-s' — `/- Ti E Rod iv4 i uS C �v,¢.vr `+ �'�" �/ �► -}- /� I � (/(•._ — _ c�# Y 1 l/� �� ' t J GEOGRID TYPE: UX 7400 SB t 300o PSZ° vV -- i. ) ► o l��car-L Y�! t(ll i _', r.r /i TYP!1i A�AC ilLl'�E,1 i".5f113 "1Er 1CAL cpnee ��, • PLANS RVIrr CITY OF 'vIA14FORD ANAL INtpry ICI '� 'QUII E e113 City of Sanford +� Model Codas in effect: Standard BUIlding Code 1997 ed. Standard Plumbing Code 1997 ed. Standard Mechanical Code 1997 ed. National Electrical Code 1996 ed. See City Code AMENDMENTS FL. Accessibility Codes 1997 FL. Energy Code 1997 �r1iVh.JKU b�+�v++.v vtP7. THESE_ PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. A Prnmu i-%su D ;-JALLEiji CONSTRUED 'ro P+.t. A LlCr�(Ijr;;E `! ) PROCEED WITt- 'i'HE WORK ANQ NoT' A5 A4 THOR ITY `CO VIOLATE CANCEL, At -MR. OR E�EFT Ai5�1 7F.. ANY OF THE PROVISIONS Q(" THE YRCH.NICAi, C_ 7K7€S. NOR SHALL ISSUANCE CIF A "VIMIT PAeVE'nIF'I,,c' OUILDING DEPT FROM THESE MN RF:+`„UI(4INC A CQRIRLC- TION OF ERRORS ON YHE PLANS, t L?fvS Yea 1C TIC7N OR OTHER VIOLATIONS OF THE CODES. Vr r IN W -c ' Aqc ' Rando R, Buchianan LAo000932 t.Atd7s,.CAPE 0 !CS INC. teswrms,lYS ccmrnvn y �' low copyright d otiw Propty r ghts in ese pions, 1 "'�� ideas; nnd-d s—these eos�--desiq[� d--pinnrm-e-- ` manor what not to be f over, n d'on h ftFy 19 o be ed fo one . E th%fd prt a houtt.t first ob Yn he e1Nf written y T - _--" i IL A9� WATER ELEVATION EAST TWIN LAKE � LIFT } r LSTATION (T _-- � TENNIS T � �''s-- r, � r ��r �.�0.V� (s/2a/s�) �UFFE s.�. Y Tr r,r i % i s �y i l j f / (r 4✓' i 'r t ' 9 e f r'®�j UCT ../r'i f i%rrr r�ICNIA E r rTG a �' `� �• / �' is ®° `� / /:: r r °° r r r r , ', ° as as e� }n. M a V POND A \ f �; t[ ,f ; } p ° t y t .:. ° �a t r /• \ �7 iJ a--_.-J. s ' i C, _ \ 1 ./'.^.• f ,v / y �� lq N L tl! {. ga �® M r/ YL` �. } y \ e � � `\\\ \ \ p 0 �, ey � - y~. �. � ./� � ' II � o p+ � � � � � � II � '°i' � G s g .-. c T 'j A to- " " tad g� r . f` Tor i t, Cy G l I ) T G G G g / ° r — r ' � � T q (00 , - a � � LAKE � � � `�'i j;��' WEST TWIN I`� 7 r BUFFERI y ca / d 009 ° z / +� q ga ry �g > �v %/ (� � a� �� a� (� au 1 �i' ag 9 G ag �a � j�d � � , a DETENTION � �� o ag , � \ _Ac� _ a �ry { 6tl �7 �g a� j qATEE�y`R (E9LEVAT�ION � --- --- A `\ \ — — — — — _ — 04 BUILDING SETBACK LINE — — — v ® § / d ) - NAGE S� � C\ = /7 • �r` �e't 'ad ^•- `°e'W..N'�""mm-,C.. J",,. �{-..' e� ,�.,a �. .•..a. . «,. ... ,d. ..®, f 5HEET L® T L-6 5PEET®i cd a: 4.3 degrees Z MIN �ri124c�}E T/w: 72.1 ft GO VE 4.3 degrees I �✓ 310 ro y /o I 10'-0° _ O MINIMUM E31F EN FACE a' ' C� SOU P�1C�E VC 2T1 CH x 3 kT Mira rid j '4 A � � g 5 K r OF BUILDING TO EDGE OF 4 ♦ a �YX /y !r J j� t , ca d m TWO ,l/y r v/f / w q � kE f R O Y_ r V E R T1 C q- Type BUILDING STEM WALL 4 SLOPE AT THE TOP �—'�j l Miragrid "/UT � C�QE � } Q Q ! P2.a Uu fT S 10 SA.00_ ., (BY OTHERS) � --- E,grY v �3 Ic Egc�f Fl�rr>Z Fa3alC Sx r s7.00' 11 wc 'F O Y_ X)- Type 2 Miragrid C MlRRGRrO 5 XT- o � 2yc a B I �--a.✓T�J-L. �-O ��L o Type 3 2_X8x tot o2yg x/01 v�T1cs}LSYP------- �ER1-1CAt-S 4=o x 3 Miragrid 7xr - - - -- - j �FI�7 -P Type 3 FILTER FABRIC Rtt2 I jt 63s t(TYPICAL) r r C" cl �TE7L FA 8�/C A7/R/�F I S'- o x XT FIG: 45.0 ft 7 Y. r _ �yt / 606 a Miragrid /IQ _— - - — — - -- - - — $/w f 62.47 (t d i ; Y 5 Lo PE X TYPe 3 SOD WRAPPED BEHIND f * e-- 7U) ' --- - - — - - — �O V I N 0) �s2Ay6L �ASC B;V,/: 43.5(t BX 1100 GEOGRO � ._..t _ Type � \ (TYPICAL) ° X 8 G2avet F3�SE �i! 5 8.0 ft 10 49.00, -- - - -- - -- �qED 42tD _ 11.5ft j ` Z. %'/�/rV40� ROUcif¢ �.glflrtj 5yp 2 �IO_TE�j LE t G TH �Atl LAYERS - - -- - - -- I' bj c� y oD Cf, riE�K�sy�42 ----- -- E / G On/G7 j� 1I t --r-- 0 TR�f}T�� G G¢ 80 f V (� / J �G — 10'-6' — S-G�t/c�c`TE 3ood Tie Ro �J ��i �i�% 4 D \' GEO a /� f N4 l �S C �Vf� t fi i (� i V L . V V AA ► GRID TYPE UX 1400 SB a1� OD ZLd crE G' 3or�o Pss. --- 1 ® fit M a LL �'� K PLANS -- M !o _ r OO -- /�IcA �-�fi� DN: wI rn bctr _ � III I L-�� >,tG A `. TYPICAL CROSS SECTI CI' SNI j� ,�►•,� jj j 1 �% {NEAR BUILDING its) I f �' � - �� ,. �� G G G GJT I ti.s 'r r i is r 3 I oil 013 if, G G e I! I � I 1 •ZIMIN I: 1y xi6 c,,�� ✓. ROe '(0, a'r /I 4 A 3 x '/ 'r A q 3 x /y ,cf \ G(/fjSyE2 ' AVr c01vc R ar /}N ' % K�y 1�o.JT4L ZX 8 x !o - IjeRTI C's,L-5 C NO TE-5 1 • ��L wood ROvq� ��✓,v 5 P 3 TK cf, T'iE Rod �y�/�5 c-thzLv��i�-� S G �✓c,e c TE 30od P51 s SHEET L-7 Randall IR. BuchIanan LA0000932 ® LA,, %APED AttICS INC. taeby res mr ! IT'S common copy ght d ota- hpr ty rights in I ese pions, Sdeas a d -d ' �F fides g s d plans m e not to be roduced, chang or copied' any Pam or manna d ots ver, nor are hey to be ed to any third party, w bout first obtaining the eapr written Permission her LANDSCAPE PAWS INC. 4.3 degrees � { T/ K/ : 72.1 It 4.3 degrees u _ CID N .410 To y/o o I — MINIMUM B �ovEP�c�6 VC-27-i'R x 3xr FPIVEENFACE PR -- I Miragr d 5AT OF SLOE AT THE TopBUILDING TO EDGE OFo Q I A � 0 3/ 17 Y R N rB V- o X 3 Y-T V ER TI C /} _ Type I BUILDING STEM WALL Miragrid (BY OTHERS PR. o U u r T S 10 58.00' ) FI rEk, FAr3RrC Sx T- 57.00'- Type z � 7-y, Mira rid Lt/uPL & Z >Cg i�0 �/ ��✓Tfj[_ g 5 XT - - -- - - - 02 �l8 x /O r Ve7e77/ C-4--(, R Type 3 - _ S Miragrid 7 X T 1/_4" C�- F/G EL. -.I— FILTER F� g R tG Type 3 72"1 FILTER FABRIC (TYPICAL) -- - - -- opt t b 63.5 It cm Fly : 45.0 ft 7 ,A T -- _ _ ._— - - — — - - -- I R F/ 600 S'- o 1- 3 x 7- r> ab F y ef�� Miragrid ��}:I SLoP—C /�� Type T 1tj $�W: 62.A7 ft 6 i V SOD WRAPPED BEHIND K BX 1100 GEOGRID U7 P°0 �s24Y 6L !�ASC TYpe 3 _- -- - - 8%tn/: 43.5 ft (TYPICAL) ' � '— - - -- — - - — - - -- - - --- Y X C�2AvEL F3A6G 8.0 It I — 10 49.00' - -- - - -- - - r t( T --- 1`IoT�� ; � ceo4etID : 11.5rt 6A.. ------------ Lt CRYE25� 1�ALL- Woop RG�D/J-4)-63c1glT� o0 T SAPwr/ S"'G s1i �A Tie Rp�'4 Z ®w AN gfi GE-OG-RID TYPES UX 1400 SBk (A) A-L-� V� � _ --- PLANS REVIEWED t :D E�! pt TYPICAL CROSS SECTIONTYCST �A�� Pr t V + 10 (NEAR BUILDING 88) I AA � OtY Of!%anford OFFICE COPY Model Codes in effect; ammaw ftow" Standard tall ding Colo 199? ed. VOWNW, Standard PILIMbiflU Code :1997 ed. Standard M00harile National Electrical t" 00dO 1997 ed. Code 1996 ed. See City Code AMENDMENTS FL. Accessibility Codes 1997 FL. Energy Code 1997 -"M SANFORD BUILDING DEPT- THESE PLANS MIE PVV11FVJEt) AND r-OW)ITIONALLY AGCr-p1i9b p-C)o r-gfiNjIT A PSAMITISGUCC) �)i IAL.L BE A 1-jrtNgf4 TO PROCCCO WITH coNSTRUW 'FCJ " 1 -.NITY to VIOLATE. k'NONVI j�t�jf) t,40f t�,b AUTHO THE C, p -1 f a P T 1-1 E CANCEL. AL fA'q_iC)r4 11f�i PS f4()r)E& r,10P SHALL r IfHE 2UILDING tMPAHT PREVC,'W issuAtlo� Of., 6, 160, REOUIRI4t' A CORREC- DEPT rF � 1 ' ' . CONSTRUCTION: - --RO�S 0"4 THE PLA TiON 0r' ER NS OR OTHER VIC)LATIONS OF THE CODES, 601 PUN VIMCL) CITY UP Z'SANFORD ANAL INS PEC"I'10-NI REQUIRED, z O i- U p- I— z O U ry O O z 0 z O ry W W ry O CD z Q Iz 0 Iz w O U ��,��„� UI- IIIIIIIIIIIIIIIIIIIII A Flo" A -- - —r -Ni r r --i u►u I pl II II I I II I I I Iql p I ................ , 1 I I 1 I 1 I II I I I (I 11 IIII IIIIIIIIIIII ,,,.�,�►.11 IIII I IIII IIII Ip,► L.. atlllllll .dll.. ..IIIIII IIIII.. .IIIIII�IIIL.- anlll�l IIII6...IIII DEVELOPER: ALTMAN DEVELOPMENT CORPORATION 2201 CORPORATE BLVD. NW SUITE 200 BOCA RATON, FL 33431 561.997.8661 STRUCTURAL ENGINEER: J. M. FLANNIGAN & ASSOCIATES 2900 CHAMBLEE TUCKER RD. - BLDG 7 ATLANTA, GA 30341 770.452.0419 FLORIDA LICENSE NO. 40820 . uONTRACT CHANtiICI ISSUE DATE: MARCH 8 1999 .t_ 'm...a•.n.O9- :,, .�, ,.. ,pn.•.o. ...........I 11 , paR. � , q I I I I I I I I ,I II I I II II f ( I I I I I I I I I I II I I I I I I I I I � I I 1 ( I I I II I I I II ... II I I I II J I ICI ,ICI UI II II .I (III IIIIIIIII ,,L...............II ,L............�I II I ► I III u ,, II ,, III IIII III ►,� IIII IIII I IIu � II IIIII..,..._ 1111 IIII�IIIIL .................IIII .. ... I . . II III I ...... ARCHITECT: { 414 W. O 919.833.6413 ORAA-0002571 REVISIONS: 3/8/99 CONTRACT REVISIONS ter. 414 West Jones St. Raleigh, NC 27603 919/833-6413 919/836-1280 FAX CDAOINTERPATH.COM Florida License #: AA-000257 1 i,►4�111!!!1!° ARCM a4 '�i � t• it PY w CLRT. NO. - 494 ri 41. Own v m � v r°°911 G H 1�8R 111111111 i�I t o% m Project 97200 Date JAN 25, 1999 Revisions MAR 8, 1999 1 CONTRACT CHANGES Drawn By Checked By Content PROJECT DATA Q 1998 CLINE DAVIS ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITH- OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE DAVIS ARCHITECT, PA , Sheet CS�2 r r r J r r r r 414 West Jones St. Raleigh, NC 27603 919/833--6413 919/836-1280 FAX CDA®I NTERPATKC01Y►, ► ► ►, ►,,,,� Florida Licensed.*11S ARC��''�,� AA-0002571 s3 c• �9 .a efkl o � v 92 r r rA r rA r r r r Project 97200 Date JAN 25, 1999 Revisions MAR 8, 1999 CONTRACT CHANCES Drawn By CFD Checked By Content PROJECT DATA © 1998 CLINE DAVIS ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITH- OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE DAVIS ARCHITECT, PA Sheet cbIIIIIIIIIIIIIIII111113 rA r ROOM FINISH SCHEDULE 5 EXT, INT. GARAGE 6'8 6'8 68 6'-8" 6 _8" 6'8 Q1 DOOR �— {�— �" �— YiC �-- DOOR DOOR ❑ DOOR ,, gDOROR DOOR DOOR DOOR DOOR ❑ ❑ ❑ ❑ ROOM NAME FLOOR ON BASE WALL CEILING REMARKS `� p z 0 3 o z �a FD x x x D N o0 0¢ -SHOE MOULDING AT BASE IN FOYER ONLY ❑ Ow z Lu w a 0.a ww (•-''w Winw� uo zo Mw w , NN w ao w m z z ¢- iR w �� ? o rY. i x �"' a 9'-1" PLATE HEIGHT AT ALL FLOORS ElEl El 1:1 I FN vi z S 88O p V� pa `vim �W a N N pd ao {= ¢Z mo p ¢ a �Z a E10 ❑ a cap ¢� F- �� w h ii4 O� we ow xz p 3 w z Z i z a_ z a z a ra-.Z-. O o 4 cwi �� CV !n Q d, m I Cp '-o (p z T< -1 El El El D4 D7 D8 D1 DIA D2 D3 D5 D6 LOUVERED METAL BIFOLD FLUSH DOUBLE DOOR D9 PANELED FLUSH SIX PANEL SLIDING DOOR WITH FLUSH SINGLE LEAF FLUSH BIFOLD FLUSH BIFOLD - SEE SCHEDULE FOR SIZE & CONSTR. SEE SCHEDULE FOR SIZE & CONSTR. 16 PANEL DOOR -PAINTED DOOR -PAINTED DOOR WITH INSULATED TEMPERED GLASS SEE SCHEDULE FOR SEE SCHEDULE FOR SEE SCHEDULE FOR O.H. GAR. DOOR -PAINTED SIDELIGHT -PAINTED SIZE & CONSTR. SIZE & CONSTR. SIZE & CONSTR, FOYER LIVING/OINING KITCHEN BEDROOM 2 BATHROOM PROVIDE WATER -RESIST, GWB AT CERAMIC TILE DOOR TYPES LAUNDRY ROOM -1 EXT, STORAGE RM N• T. S. ATTACHED GARAGE 1-HR RATING 0 WALLS AND CEILINGS -SEE CS-2 FOR ASSEMBL 1,3 4" 4" 1 DETACHED GARAGE 1. ALL INTERIOR WOOD BASE TO BE EAST COAST MILLWORK # EC 623 (3 1/4" COLONIAL BASE) OR EQUAL ALL INTERIOR WOOD CROWN MOULDING TO BE EAST COAST MILLWORK # EC-49 (3 1/8" CROWN) OR EQUAL ALL INTERIOR DOOR CASING AND WINDOW STOOL TO BE EAST COAST MILLWORK # EC-366 (2 1/4" COLONIAL CASING) OR EQUAL FLASHING SE IN - 2. CUT CARPET TIGHTLY AROUND BLOCK PROVIDED AT EACH BIFOLD DOOR, WHEN BIFOLD DOOR IS ON CARPET. 1, APPLY BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER SILL OF ROUGH OPENING, ❑� ® UL 2. SET WINDOW UNIT. 1TF ❑ FLASHIINDGBOTTOM PEICE FI SAND -BUILD TYPE BUVE OVER NAILING ILDING PAPER 4, APPLY SIDE STRIPS OF SELF-ADHESIVE NOT USED Li 11 TYPE FLASHING. 5. APPLY TOP PIECE OF SELF-ADHESIVE TYPE FLASHING. BASE CROWN DELETED BASE CAP CASING APRON �� O O O O O O O O O O O 0 O QO O O O NOTE: SELF-ADHESIVE TYPE FLASHING IS GENERIC TERM, SEE EC 623 EC 49 EC 366 EC 940 SPECIFICATIONS FOR SPECIFIC MATERIAL TO BE USED. (9/16 x 3 1/4) (9/16 x 3 5/8) (11/16 x 2 1/4) (7/16 x 7/8) TYP. WINDOW TRIM DETAILS WINDOW TYPES 16 FLASHING DETAIL 5 3 N.T.S. N.T,S. SCALE: 1-1/2" = 1'-0" o DOOR SCHEDULE 1 1 SIZE CONSTRUCTION REMARKS SHEATHING PATIO DOOR &FRAME m w J o w m t ,� - VAPOUR BARRIER --_ SET L i CONTINUOUS o m N c w O w F N o z <' o o o rx Ia- w PAPER BACKED METAL LATH BED OF SEALANT z O F- v1 w z 0� w F- " o wa F- � Z w oI- o _ a 0 s 0 o za o w p w �-- tO a o O F- p o wo p o wo COAT OF STUCCO -: GYPSUM BOARD GYPSUM BOARD 1 X2 PRESSURE TRTD. BLOCKING x Y ¢ o = a w o p •� _' m cy m o Of o z x a d Z z m w � u o o „� o o I (2) 2X HEADER CONCRETE TOPPING O ER MEMBRANE a o _ z 4=\ _ IY z _ 3 z 2 u- a x ¢ `` 2 m �' m O Z 5i ¢ O m (L o I- J m O �` J m 1 i_ 1, 1/2" PLYWOOD SPACER :: " ,; OVERR3/4" PLYWD. =-- • • 1 D1 3'0" 6'8' 1,75' RATED DOORS REQUIRE CLOSER R SPRING LOADED HINGES f STUCCO OVER REINFORCED MESH WRAPPED OVER 5/4X6 WOOD TRIM CASING BEAD AT CORNERS FINGER JOINTED WOOD CASING __. <... ` ' NOTE: FRAME DECK SO THAT DECK FLOOR LEVEL IS FLUSH W/ 2 D2 3'0" 6'8" 1.75' 3 D3 6'0" 6'8" 1.75' SEALANT DRYWALL RETURN WOOD FRAME TURN WATERPROOF MEMBRANE INTERIOR FLR. LEVEL ®ACCESS, UP TO FLASH DOOR OPENING 4 UNITS -SEE SA-1 FOR LOCATIONS 3A D3 8'0" 6'8" 1.75' DOOR FRAME W/ MAGNETIC WEATHERSTRIPPING PIN AT TOP &BOTTOM BI-FOLD DOOR LOCATIONS DOOR AS SCHEDULED 4 D1A 3'O" 6'8" 1,75' DOOR AS SCHEDULED 5 D8 (2)2'0" 6'8" 1.38" DOOR HEAD DOOR HEAD DOOR JAMB 0. DOOR SILL(EXTERIOR)6 DIA 2'10" 6'8'1.38' (EXTERIOR) 1 SCALE: 1-1/2" = 1'-0" C�? BI-FOLD 2 SCALE: 1-1 /2" = 1'-0" TYP. INT. DOOR 3 SCALE: 1-1 /2" = 1'-0" DECK 2ND & 3RD FLOOR. 4 SCALE: 1-1/2" = 1'-0" 7 DIA 2'8" 6'8"1.38' 8 D1A 2'6" 6'8" 1.38' 9 D1A 2'4" 6'8" 1.38' 10 D4 2'0" 6'8" 1.387 DOOR AS SCHEDULED GYPSUM BOARD BATT INSULATION 1 GYPSUM BOARD 2 2X4'S ( ) GYPSUM BOARD (2) 2X HEADER 1/2" PLYWOOD SPACER ----,JAMB IV FINGER JOINTED WOOD CASING DOOR AS SCHEDULED SILL PROTECTION ONE PIECE ALUMINUM 11 D4 1'6" 6'8" 1.38 12 D4 1'4" 6'8" 1.38' 13 DIA 2'8" 6'8" 1,38' 14 D5 (2)2'0" 6'8" 1.38" 15 D6 3'0" 6'8" 1.38' 5, 1r ;'• SILL SET IN SEALANT 16 D6 2'6" 6'8" 1.38' SHEATHING ,,, ,,'! WOOD FRAME SLOPE 1/8"/FT. 1 /2" MAX. 17 D6 2'O" 6'8" 1.38' MAXIMUM H.C. THRESHOLD 18 D9 9'0" 7'0" DOORFRAME W/ VAPOUR BARRIER MAGNETIC WEATHERSTRIPPING PAPER BACKED SEALANT DOOR AS SCHEDULED O,ALL GROUND FLOOR ENTRY DOORS " ' . 19 DIA 2'10" 6'8" 1.75' RATED DOORS REQUIRE CLOSER OR SPRING LOADED HINGES METAL LATH STUCCO OVER REINFORCED MESH COAT OF STUCCO WRAPPED OVER 5/4 X 6 TRTD. WOOD TRIM DRYWALL RETURN BI-FOLD DOOR LOAD NON -LOAD CONDITION CONDITION 4" CONCRETE SLAB 20 D5 (2)2'6" 6'8" 1.38' 21 DIA 3'0" 6'8" 1.38" CASING BEAD AT DOOR JAMB CORNERS DOOR JAMB DOOR HEAD C DOOR SILL (EXTERIOR) 22 D7 2'0" 6'8" 1.38" 23 D7 2'6" 6'8" 1.38 (EXTERIOR} S SCALE: 1-1 /2" = 1'-0" C� BI-FOLD SCALE: 1-1 /2" = 1'-0" TYP. INT. DOOR 7 SCALE: 1-1 /2" = 1'-0" C� SLAB CONDITION SCALE: 1-1/2" = 1'-0" 24 DIA 2'10" 6'8" 1.38" 25 D6 1'6" 6'8" 1.38" 26 D8 (2)3'0" 6'8" 1.75' *1 NOTE: PROVIDE LOCKBOXES PER CITY FIRE DEPT. REQUIREMENTS FOR EACH SPRINKLER ROOM DOOR UNLESS NOTED OTHERWISE 1 1 O WfNDOW SCHEDULE FINGER JOINTED WOOD STOOL BELOW, (PNT. GRADE). GYPSUM W/ CORNER BEAD.RN GYPSUM BOARD SHEATHING VAPOUR BARRIER METAL LATH DELETED 11/A2.1 1 WINDOW SILL TYP. SHEATHING I NAILING FIN OF MARK SIZE MATERIAL TYPE REMARKS A 2050 EA. SIDE OF (1) 3050 FIX GLASS ALUMINUM SINGLE -HUNG NO MUNTINS AT FIXED GLASS C (2) 3050 ALUMINUM SINGLE -HUNG D (2) 3050 ALUMINUM SINGLE -HUNG (2) 2X4'S STUCCO OVER PAPSTUEROBACKED METAL LATH WINDOW OVER BUILDING PAPER E (3) 2060 ALUMINUM SINGLE -HUNG GYPSUM BOARD _ — — — BATT INSULATION " FILL VOIDS W/ INSUL' STUCCO OVER 1" (2) 2X HEADER W/1/2" PLYWOOD SPACER PEEL &STICK FLASHING OVER WINDOW FLANGE FLASHING TYPE "F" 1'1' FLASHING "F" SEALANT STUCCO OVER 1" CASING AlSHEATHING BEAD FORM I 1 ADHESIVE FLASHING OVER NAILING FIN AND BUILDING PAPER ><, STUCCO OVER PAPER - BACKED METAL LATH F (2) 2850 ALUMINUM SINGLE -HUNG G (2) 2050 ALUMINUM SINGLE -HUNG H (Z) 3040 ALUMINUM SINGLE -HUNG J 3050 ALUMINUM SINGLE -HUNG K 2850 ALUMINUM SINGLE -HUNG CASING BEAD FORM 4. SEALANT CONTINUOUS G.W.B. VINYL EDGE TRIM ® WINDOW FRAME W/ CAULKING SEALANT PATIO DOOR FRAME BUILDING PAPER OVER SHEATHING 1 L 2440 ALUMINUM SINGLE -HUNG M 2050 ALUMINUM SINGLE -HUNG G.W.B. & WIND. FRAME. METAL CORNER /PLASTIC SHEATHING N 1850 ALUMINUM SINGLE -HUNG WINDOW JAMB TYP. 9 �! SCALE: 1-1 /2" = 1'-0" J-CHANNEL &CAULK WINDOW HEAD TYP. 10 SCALE: 1-1 /2" = 1'-0" SLIDING GLASS DOOR HEAD - JAMB SIMILAR SCALE: 1-1/2") = 1'-0" DO LL 12 SCALE: Jam" = 1'-0" PLANS REVIEWED CITY OF SANF RD 0 2436 ALUMINUM FIX GLASS P NOT USED ALUMINUM SINGLE -HUNG R (2) 2430 ALUMINUM FIX GLASS S 3030 ALUMINUM FIX GLASS STACKED CIRCLE TOP T (3) 3060 ALUMINUM SINGLE -HUNG NOTES: 1. PROVIDE WINDOWS W/DIVIDED LITE GRILLS BETWEEN GLASS PANELS-TYP. PR VIDE T MP R D GLASS R ADJACENT TO DOOR _ - -_ 2. 0.._ ___.E . E_E ._ __ , .. WHERE :,, _. 414 West Jones St. Raleigh, NC 27603 919/833-6413 919/836-1280 FAX CDAOINTERPATH.COM Florida License #1,,I,11I111111s, AA-0002571 M,b`� q CE RT, NO, 494 D a . ,13Im, 11111 Project 97200 Date JAN 25, 1999 Revisions MAR 8, 1999 CONTRACT CHANGES Drawn By BDM Checked By Content SCHEDULES HJS DETAILS U 1998 CLINE DAVIS ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITH- OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE DAVIS ARCHITECT, PA Sheet A2■1 r N ,1 r r r r r r r FILL ALL FOUR CELLS W/ 3000 PSI CONC. REINF. W/1 #5 VERT. EACH CONTROL JOINT STUCCO FINISH TO MATCH APTS. PILASTER DETAIL. 8" CMU WALL STUCCO COATING BOTH SIDES NOTE: SEE SITE DESIGN DRAWINGS S5-2 FOR DUMPSTER ENCLOSURE WALL AND FOUNDATION INFORMATION. REAR ELEVATION. 1 /4" = 1 ' — 0" SIDE ELEVATION FRONT ELEVATION SIDEWALK SEE CIVIL 8" CMU WALL W/ STUCCO C BOTH SIDES 6 MIL ` ul V APOR BARRIER 4-#5 REBARS CONTINUOUS COMPACTED SOIL WALL SE CTI ON i r C IN DAVIS DELETE TRASH ARCHITECTS PA r COMPACTOR RAMP 414 West Jones St. Raleigh, NC 27603 919/833-6413 919/836-1280 FAX 8" x 8" x 16" CDA®INTERPATH. COM,�,,►+os,�o,,,,� CONCRETE am ,ARC Florida License BLOCK _._-__.__. __.._____. __.._.__ ___ AA-0002571� �cp 8" CMU WALL 1-#5 REBAR ___, _ ...__._.__.___.___._ __....__._ STUCCO COATING a ` I�'= ��' r .. BOTH SIDES VERTICAL IN o _.._ ___._.---._ --.- -.._ _ _. __ __ _-_--..- _ a �+ .___.._.__.. - o g FILLED CELL _I 00 RECYCLING AREA % �'�°H t.AF:9,\��y�a AT CORNERS �• AND AT -4'-0" -- _-__._-- __.___ _ ____ __ _.____ _..____-- >.;� re ON CENTER -.________.__._-_________._________________. _ SHADOWBOX °� IG iA, WOOD FENCE 4-#5 REBARS - CONTINUOUS DATING CO I 00 SIDE ELEVATION 6'-0" HIGH WOOD SHADOWBOX FENCE SEE CIVIL PLANS FOR SIDEWALK DETAII BASE OF STAIR ® 72.4 i NOTE: SEE SITE DESIGN DRAWINGS S5-2 FOR DUMPSTER ENCLOSURE WALL AND FOUNDATION INFORMATION. a%SECTION 1 4" _ 1 , / — 0 15'-0" I _ A8.1 3/A8.1 FLOOR PLAN 1 1 4" = 1,_ / 0 4" x 8'8° 'ATES 3" CMU WALL N D co LA ' STEEL PIPE \LL PROTECTION JMPER CONCRETE LLED TION OF COLUMN PLANS REVIEWED CITY OF SANF RD CAI Project 97200 ate JAN 25, 1999 R visions MAR 8, 1999 1 CONTRACT CHANGES Dra In By Ch cked By ontent TRASH COMPACTOR 1998 CLINE DAVIS ARCHITECTS E PRESSLY RESERVES ITS COMMON LA COPYRIGHT AND OTHER PROPERTY RI HTS IN THESE PLANS. THESE PLANS ?S�SIGNED E NOT TO BE REPRODUCED, CHANGED COPIED IN ANY FORM OR MANNER ATSOEVER, NOR ARE THEY TO BE TO ANY THIRD PARTY WITH— OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE DAVIS ARCHITECT, PA Sheet A8m1 rA J r J BUILT UP BEAM SEE DETAIL 10/A8.2 BUILT—UP COLUMN SEE DETAIL 8/A8.2 ALUMINUM CEILIN HURRICANE ANCF 2 X 10 TOP PU BOX OUT BEAM @ 16" O.C. 4" STUCCO FORK BOTH SIDES TEXTURED STUCC ON METAL LATH 1/2" A/C PLYN BOTH SIDES (3) 1 3/4" X 1 BUILDING PAPER CONTINUOUS COP JOINT EACH SIDE 1/2- A/C PLYWC @___qlDE EL�EVATION 1 /8" _1 @__p EAM DETAIL 9 1/4" , 11 1/2" ,, 9 1/4" FRAMING/BLOCKING AS REQUIRED @ NON-STRUCTURAL POSTS 1 X 6 OVER 1 X 10 FASCIAS WITH 6 1/2" EXPOSURE 5" GUTTER 8. 2 SLOPE GRADE AWAY FROM SLAB FOR POSITIVE DRAINAGE _ _ BUILT-UP WOOD CI - 6x6 TREATED WOOD STRUCTURAL POST AND BLOCKING AS REQUIRED rn 2x10 TREA1 PLATE - B, SLAB W/ 1 ANCHOR BC 1/2" A/C PLYWOOD SHEATHING -�F BUILDING PAPER i I t o TEXTURED STUCCO _ COATING ON METAL LATH I I I I I I IIII I IIII FURR BEAM OUT TO FULL COL WIDTH —. i i i i Ic-• —SEE PLAN FOR BEAM SIZE f—FACE OF STUD WALL BEYOND I I I I I AND 2 X 10 COL FRAMING i IIII. CORNER COL DETAIL 3/4" = 1'-0" SIDE ELEVATION L STUCCO LBEYOND � S, OPE � SLOPE 9 SECTION CEMENTITIOUS TILE 8" STUCCO FORM FINISH SMOOTH TEXTURED STUCCO COATING ALUMINUM SOFFIT CEILING IT$] -CO FORM 'OMPACTED SUBGRADE OST—TENSIONED ONCRETE SLAB CORNER COL DETAIL 2_-1-1 q)_E ELEVATION 1 /8 ❑000 DODO 001�`j SLOPE GRADE AWAY 2 2'-6" BAND 01 ❑00❑ ❑01_I FROM SLAB ^ ]. 0000 11.E]0E1E:1.[1.J__100E1 (: 3 FRONT ELEVATION 1 /8 = 1 -0 I D.S. 10 A8.2 NON —RATED SEPARATION WALL SEAL TIGHT TO UNDERSIDE OF DECK -TYPICAL ALL GARAGE UNITS. — ROOF ----------------------------------------- —; ---T -------------,i ► ► 1 I I I` I i I I I I D.S. I I I 1 l i i I 1 1 i iN r r i I I --- —�_______ I I I I I 1 I I I - i i 11 i i i i i 1 11 i i I I I I I i 8:12 If __ _,_._,_,_ I RO • F 1' USI 10 I ,— 01 I i� r 11 5" GUTTER, CONT ——•'—'—'—' ' ! ! I t 1;; I I I I 00 r r r 1 r 11 _.�,_. i 1 1 i i i l l i ► i i i � � 11 D.S. D.S. S. BEAM FLUSH W/ FACE OF STUD WALL, TYP _ 1'_6" * D.S. INDICATES DOWNSPOUTS ROOF PLAN 2 STOR GARAGE CAR WASH 1 /8 = 1 - 0 50'-11 1/4" 7 SLOPE GRADE AWAY 2'-9 1/4" ,_ 6" A8.3 FROM SLAB FOR 11 11 3/4 13 - 0 1/4" " 11'-4" 1 i'-4" POSITIVE DRAINAGE DRAIN TO SANITARY SEWER SEE i13 ---------- PLUMBING DWGS FOR , SAND & OIL INTERCEPTORS I - ' °' CMU W/ STUCCO „ _ 4 CONCRETE PAD I 11 ONC SLAB SLOPED 1 I 4" PER FT TO DR N TYPICAL ELEC TRASH RECEPTICLE ON LL FOUR SID , I REQUIREMENTS COIN OPERATED VACUUM i I i © EA GARAGE SURFACE m o -1 LIGHT GARAGE IIII(Ii IjIi o C-DOOR _� OPENER ISOLATION JOINT SEPARATING SLAB FROM PIER FOOTING F4-0 ALL AROUND CENTER DOOR — TYPICAL i ---------- --�In 9'X7' DOOR- CY) POSITION PIER ® TYPICAL SEPARATION WALL: COL CL, TYP PROVIDE 7/16" OSB ONE SIDE OF WALL 2'-9 1/4 SEAL PARTITION TIGHT TO ROOF DECK ABOVE. 7 PROVIDE SEPARATION BETWEEN EACH INDIVIDUAL GARAGE UNIT —TYPICAL. UILT—UP COLUMN BEE BUILDING PLAN DETAIL 9/A8.2 — STOR /GAR AGE /CAR WASH A TITIOUS TILE AIL 5/CA8.4 _IA/TRIM )CCO FORM SMOOTH TRASH RECEPTACLE SLOPE GRADE AWAY FROM SLAB CEMENTITIOUS TILE 8" STUCCO FORM FINISH SMOOTH 9'-0" TRUSS BRG 7'-0" HEADER GARAGE DOOR 6" STUCCO FORM FINISH SMOOTH TEXTURED STUCCO COATING 9'X7' HIGH PANELLED GARAGE DOOR PLANS RENEWED CIS' r SiU-IFORD. ARCHITECTS PA r 414 West Jones St. Raleigh, NC 27603 919/833-6413 919/836-1280 FAX CDA®INTERPATH.COM `�t9l919)d)d))� Florida License #:. iAl AA-0002571 vs T� W _ CR F. NO. � r , 4dr,1 � 3 d`Y �.410 ))9)illllll��ij a a r V1 / v �C) s T1 Project 97200 Date JAN 25, 1999 RevisionsMAR 8, 1999 1 CONTRACT CHANGES Drawn By Checked By Content GARAGE/ CARWASH © 1998 CLINE DAVIS ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITH— OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE DAVIS ARCHITECT, PA Sheet A V ■ 2 1/8" = 1'-0" J 8'-6" BEARING 7'-0" HEADER 2'-6" BAND 1 51 IIIIIIIIIIIIIIIN EE MEMO MEN 0 � Hi� oto mi !mt : 12 51 TYPICAL SIDE 4-CAR GARAGE ELEVATIONS SCALE: 1/8" = 1'-0" 8'-6" BEARING 7'-0" HEADER 2'-6" BAND 8" STUCCO FORM FINISH SMOOTH TEXTURED STUCCO COATING 6" STUCCO FORM FINISH SMOOTH MEIN mom No mm ow SEEM 1H, MEN 9'X7'HIGH PANELED I FRONT GARAGE DOOR TYPICAL SIDE 6-CAR GARAGE ELEVATIONS SCALE: 1/8" = 1'-0" 2) 2X12 HEADE 2X8 WRAP - T� 2X4 WRAP EA. HURRICANE ANCHOR EACH TRUSS ROOFING/SHEATHING AS ON APARTMENTS FLASHING "D" GUTTER CAA FRONT OF BUILDING ONLY 2X8 FASCIA PERFORATED ALUM. SOFFIT W/ CONT. F CHANNEL S" STUCCO FORM EXTURED STUCCO COATING ON PAPER ACKED LATH OVER SHEATHING 3" STUCCO FORM 0 PERIMETER DF DOOR I X JAMB 2 X 6 INTERIOR JAMB TRIM JPWARD ACTING SECTIONAL DVERHEAD GARAGE DOOR WITH TRACK ASSEMBLY AND LOCKING HARDWARE AT STUD WALLS - LEVEL CONCRETE CURB/2x4 TREATED PLATE W/ 1 /2" ANCHOR BOLTS @ 32" O.C. SLOPE SLAB 1/8" PER FOOT TOWARDS DOOR PROVIDE 1 1/2" DROP AT DOOR AS SHOWN — 1/2" EXPANSION JOINT PAVING AT 1 1 /2" BELOW ( I FLOOR OF GARAGE POST —TENSIONED CONCRETE SLAB COMPACTED SUBGRADE II co —III7177 —I I—I— �- CEMENTITIOUS TILE ROOF WOOD FASCIA TRIM —MATCH APARTMENT BUILDINGS 8" STUCCO FORM FINISH SMOOTH 6" STUCCO FORM FINISH SMOOTH TEXTURED STUCCO COATING TYPICAL SEPARATION WALL - SEAL TIGHT TO UNDERSIDE OF ROOF DECK -TYPICAL ALL GARAGE UNITS, 3�_4.-CAR GARAGE ROOF PLAN CEMENTITIOUS TILE ROOF WOOD FASCIA TRIM -MATCH APARTMENT BUILDINGS 8" STUCCO FORM RULSE SMOOTH 6" STUCCO FORM FINISH SMOOTH TEXTURED STUCCO COATING HURRICANE ANCHOR EACH TRUSS ROOFING/SHEATHING AS ON APARTMENTS FLASHING "D" 1X4 TRIM OVER 2X8 FASCIA PERFORATED ALUM. SOFFIT W/ CONT, F CHANNEL 8" STUCCO FORM TEXTURED STUCCO COATING ON PAPER BACKED LATH OVER SHEATHING 6" STUCCO FORM 2 X 4 TRTD. PLATE WITH 1/2" ANCHOR BOLTS AT 32" O.C. �I PROVIDE POSITIVE DRAINAGE AT ALL SIDES OF GARAGE SCALE: 1/8" = 1'-0" NON -RATED SEPARATION WALL - SEAL TIGHT TO UNDERSIDE OF ROOF DECK -TYPICAL ALL GARAGE UNITS. TYPICAL SEPAF PROVIDE 7/16" SEAL PARTITIOI PROVIDE SEPAF GARAGE UNIT - dif 7 A8.3 47'-8" 12'-7 3/4" 11'-4" 11'-4" 12'-4 1/4" TYP. ELECT. REQUIREMENTS EA. GARAGE SURFACE LIGHT GARAGE DOOR OPENER A W OQ � F— TYPICAL SEPARATION WALL: PROVIDE 7/16" OSB ONE SIDE OF WALL SEAL PARTITION TIGHT TO ROOF DECK ABOVE, 7 PROVIDE SEPARATION BETWEEN EACH INDIVIDUAL GARAGE UNIT —TYPICAL. A8.3 4-CAR GARAGE PLAN SCALE: 1 /8" = 1'-0" •A ''"Alk V SCALE: 1/8" = 1'-0" 6-CAR GARAGE PLAN SCALE: 1/8" = 1'-0" 4" GRANULAR FILL COMPACTED SUBGRADE SEE CONCRETE STEM WALL POST -TENSIONED SLAB DETAILS WATERPROOFING MEMBRANE AND PROTECTION BOARD 4" DRAIN WITH FILTER FABRIC WRAP -DRAIN TO DAYLIGHT CENTER DOOR - TYPICAL PLANSI l W ED CITE` U. ��,2 RD CLINE -'4"AVIS ARCHITECTS PA rd 414 West Jones St. Raleigh, NC 27603 919/833-6413 919/836-1280 FAX CDAOINTERPATH COM,0oll Florida License a�°�t; ARC��>,9 AA-0002571 3. 424 +•n Y r 3= y i. %. Project 97200 Date JAN 25, 1999 RBVISIOt1SMAR 8, 1999 , CONTRACT CHANGES Drawn By Checked By Content GARAGES © 1998 CLINE DAVIS ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITH— OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE DAVIS ARCHITECT, PA r 0 Fig WALL SECTION 6 SCALE: 3/4" = 1'-0" WALL SECTION @ REAR WALL SCALE: 3/4" = 1'-0" STEMWALL WATERPROOF DETAIL @ GARAGE SCALE: 1" = 1'70" CLMLNI I IIOUS TILE OVER R01 FELT OVER SH TEXTURED STl COATING ON I OVER BUILDIN OVER SHEATH . e 1 GUARD HOUSE FOUNDATION PLAN. 1 /2" = 1 ' — 0" L I L� MAIL KIOSK SIDE ELEVATION 3 1 /2 1 P'_ O)!_ 1 7 1n 1 1 9'-0" GUARD HOUSE TYP. SIDE ELEVATION 1/2" TAPER TOP EDGE STUCCO FORM 2 X 10 TOP PLA BOX OUT BEAM @ 16" O.C. 4" STUCCO FORK BOTH SIDES TEXTURED STUCC ON METAL LATH 1/2" A/C PLYW BOTH SIDES (3) 1 3/4" X 1 BUILDING PAPER CONTINUOUS COP JOINT EACH SIDE 1/2" A/C PLYWC ii,EAM DETAIL 1 1/2" = 1'—O" TILE LAPS OVER R CEMENTITIOUS ROO 4" STUCCO FORM OVER 12" STUCCO 6" STUCCO FORM MAIL KIOSK TYPE MAIL KIOSK TYPE MAILBOX UNITS AS 'AUTH-FLORENCE 2) 1500-74 (NO 54 MAILBOX UNITS 1) 1500-75 W/6 28 MAILBOX UNITS 82 TOTAL MAILBOX SLOPE SIDEWALK t 91 UCCO FORM 4N BEYOND @ MAIL KIOSK TYPE II FRONT ELEVATION GUARD HOUSE REAR ELEVATION 1/2)) = 1'-0" 12 5 9'-0" (MAIL KIOSK TYPE 1 9'-6" (MAIL KIOSK TYPE II MAIL KIOSK TRUSS DIAGRAM 1/2)) = 1'-0" ANG @ SIDE W/ VEN SEARING MAIL KIOSK TYPE I - MAILBOX UNITS AS N 'AUTH-FLORENCE MA 3) #1500-64 W/6 63 TOTAL MAILBOX I, 6 UNIT PARCEL BOX IN CENTER UNIT 5/4 X 6 WD SHELF GUARD HOUSE FRONT ELEVATION. 1/2" — 1 ' — 0" 9'-0" (MAIL KIOSK TYPE 1) 9'-6" (MAIL KIOSK TYPE II) FOUNDATION PLAN. 1/2" = 1'-0" 0 MAIL KIOSK TYPE I I 3' HIGH LOW WALL E, W/ 2 X 10 P.T. WD. 4 X 4 TRTD. WD. PO TILE LAPS OVER FASCIA 2" CEMENTITIOUS ROOFING TILES 4" STUCCO FORM OVER 12" STUCCO FORM 6" STUCCO FORM SEE 12/A2.1 CEMENTITIOUS ROOFING TILE OVER ROOFING FELT OVER SHEATHING ROOF TRUSSES x XH DAMPROOF FLUORESCENT CAN LIGHT FIXTURE ON PHOTOCELL WIRED TO NEAREST HOUSE PANEL / 4" STUCCO FORM _— 7 A8.4 \ (2) 2X10 BEAM ALUMINUM SOFFIT 5/4 X 6 WD. TRIM SURROUND I MAX. HEIGHT 5'-10" A.F.F. I O I `o rn N 2'-4" A.F.F. 5/4 X 6 WD. SHELF \ 1 TEXTURED STUCCO ` COATING ON METAL LATH o OVER BUILDING PAPER OVER SHEATHING 8" STUCCO FORM a . ° —POST—TENSIONED CONCRETE SLAB COMPACTED SUBGRADE PROVIDE CONDUIT THRU SLAB MAIL KIOSK FOR ELECT. SEE SHEET SA-3 a4SECTION 1 = 1, /2" 0 ARCHITECTS PA 414 West Jones St. Raleigh, NC 27603 919/833-6413 919/836-1280 FAX CDA®INTERPATH. COM Florida License: A1,,,11111111j0,r AA-0002571 @.;.��;� ,RC3a,��,��d CCR T. AjO. a � v s 4 _4 ElCi19''�' �111111111111 W0 /VV�� VJ C s � C) • � tr ..1L Project 97200 Date JAN 25, 1999 RevisionsMAR 8, 1999 1 CONTRACT CHANGES Drawn By Checked By Content MAIL KIOSK GUARD HOUSE Q 1998 CLINE DAVIS ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITH— OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE DAVIS ARCHITECT, PA 1/2)) = 1 — 0,> PLANS REVIEWED MAIL KIOSK CITY OF SANFORD L __ 1LOOR PLAN 1 / 2„ = 1,-0„ 1 w � ■ilwllrllrllrllrtlrllrlirilrl lrl lrl lrll ON llrllrl lrl,riirllrllrllrilwllrllrl BLDG TYPE 2�00 PLxw[NltON LAKES CR• a ES CR• >�N� A'I10N LAK ,1^t\ a a a LANDSCAPE WALL i M —MAIL KIOSK 1 (TYPE 1) 2600 PLAN TATON LAK 28615 PLANTATION LAKES CR. BLDG TYPE 1 9 � O � 9,r Fs FOUNTAIN Y ►NS 0 R�TevT,o FA GARAGE W/ ATTACHED CARWASH 1 6500 PLANTATION LAKES CR.I TENNIS COURT MAIL KIOSK 3 (TYPE II) TENNIS GAZEBO 5600 PLANTATION LAKES CR� Iwllrllwllwllrlirllrllrllwlirilrllwllwlirllrli Ilrlirli Ilrliwltwliwllwtlwlirllwllullwllwitwllri1r11ri1rI1rIlwliullwllrlirllrilrilrllri S �R• q5 p,\CE 00 pLA/Vr APRON A n0N L4, CR 6500 P�pN A q G R G E F oa�,l 410 0 0 pLANTAno ° 0 N �gh"f5 CR v 65 0 a° GAZEBO a. �'_Amm BLDG TYPE 0 a R ` ANZP `" ,00 Pti MPi�. Kpos� P� � 4AK�5 OR V o e BLDG p p TYPE 00 �p1cE-S GR op PN� P�\ON "Roo P\ BLDG TYPE J a ' Rtnrrrri �� PROP�R�� ,� w p 4 � 10O PI,P: ' BLDG 13 TYPE III SAKES �. PON S 135p0 p1.ANS RETAINING WALL AND STEM WALL AT REAR OF BUILDINGS 7 do 8 EXIT STAIR TO GRADE LDG �r00 BYPE A`�yrq a o_ �'r c c \ t ; l 1 ; 1 - 1 1 1 C IN DAVIS It I ARCHITECTS PA 1 `�I�IIrll411rllrlirllrllwll rllrllrllwlirllrilrllrllrllrllrllrli411rilwllrll 1 ` 414 West Jones St. It 11 Raleigh, NC 27603 1 919/833-6413 l It919/836-1280 FAX 1 It CDA®INTERPATH. OMI Florida License` AA-000257 U < �o i 3 e CERT. NO, t 494 ti a m TWIN ' 1�11iii 1 1 LAKES r I r `A�FS BYPE 81Q0 pLANrAnON LAKES Cr? °oo ba as 412 oo° � � I y a u 1 K,5pQ� ANTAT1pN LAKES CR. GAZEBO �/ �7�•� 1 0 °n 0 11 BLDG ° as TYPE b CR. It I V 1 1 n it 11 ;1 SEWER LIFT STATION 0 j ; f , 1ItP� 1 1 RETAINING WALL t a° all C� r U BL E aa�l Y a J Q x ti °aq can 4 r _o b a° a�MAIL KIOSK 5 (TYPE H) 8500 PLANTATION LAKES CR. r O C� ct 00 �� O� v - ct,O1 ' - BLDG DOCK TYPE ,, f 1' RETAINING WALL AND STEM WAL L d; + AT REAR OF BUILDING 10 o ° e o'o 0 In EXIT STAIR TO GRADE O p tl a0 O as < an ° as Q 4 o tf a s e a GUARDHOUSE LANDSCAPE y oo ve ° BLDG OO 0 4P E CR TYPE 1 0 as o o TYPE ao Project WALL ' ° K 6l P o a ° 18600 PLANTATION LAKES CR. '� v b° 1~Q I I T W I N o (PZ\ON CANTq nON o Z n n o n I21 pQ PLAN o°° CAKES CR (,� J < �g100 rA rIQN b o DIPE Q' p BLDG 14100 PLANTATION LAKES CR. LAKES Coo / DateJAN 25,1999 p TYPELAKES V ,o G Revisions MAR 8, 1999 CONTRACT CHANGES r r r r r r w r r r r r r r r r r r r r r r Ir r r r r r r r w w w r r r r rllrl r r r r r Ir w r r rl rllrllrliwllr Iw1i ilwllrllwilrnrllrllrllrllrllrllrll Ilrll 11 11 it 11 Ilrlirlirllrllrll Ilrll 11 11 it 11 fl 11 ilwllwl wliwllwllwllrllrllrllrll 11 11 11 11 it it fl 1 11 11 11r11 II it II 11 Ilrllrllrlirlir lrllrlir r r r r r ® r r ® r r r r r r r r L 1411r11rItr1lrllrnrnrlirllwllrltwllrlirlirnwllrllrlirllrlirllwllrnrnwnrllrllrllrllrllwllrllr rllrllrllwlirllrllrll wllrllwll-IIr11r11r11wnrnwnwnrllrnrllrnwnrnrnwnrnrnwllrnrnwnrllwllrnwnrnrnrllwnrn4nwnwnrnwnwllwnrnrllrllrllrll 11 11 11 11 11 11 11 I it ll ll ll l ii ll li n l 1 1 1 it Ii n I 11 II II U 11 11 11 11 11 11 11 11 11 11 11 11 nrllrlirllrllrllrllwnrllrllrllrllrllrllru " i MAIL KIOSK 4 (TYPE 11) Drawn By J M K C5500 PLANTATION LAKES CR. @__��Sc_ALE: ITE PLAN Checked By PLANS 1" = 60'-0» N REVIEWED CITY OF SANFORD Content SITE PLAN NOTES: 1, ANSI A117.1 HANDICAP ACCESSIBLE UNITS INDICATED BY 2. SEE LANDSCAPE DYNAMICS DRAWINGS FOR CONSTRUCTION OF LANDSCAPE WALLS, POOL & POOL DECK, ALL GAZEBO STRUCTURES, TENNIS COURT, ALL FOUNTAINS, LANDSCAPING. 3. SEE BURKETT ENGINEERING DRAWINGS FOR CONSTRUCTION OF CIVIL ENGINEERING ITEMS INCLUDING GRADING, DRAINAGE, PAVING AND PAVING AND RETAINING WALLS. 4. COORDINATE ALL FINISH FLOOR ELEVATIONS (FFE), BUILDING STEPS, AND RETAINING WALL/ STEM WALL LOCATIONS WITH BURKETT ENGINEERING DRAWINGS. 5. SEE ELECTRICAL AND MECHANICAL SERIES SHEETS FOR LOCATIONS OF TRANSFORMERS, METER CENTERS AND CONDENSING UNITS, AND FOR LOCATIONS OF METERS SUBFEEDING OTHER BUILDINGS OR FEATURES. �nt'irhl r - rin`nlum a e 0Y Y © 1998 CLINE DAVIS ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITH— OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE DAVIS ARCHITECT, PA s„,,, SAlml D.1G D.2G C.3 D.2 D.2G D.1 D.1 G GAR. 2ND GAR, A.2 2ND GAR. GAR, GAR. r D.2G D.1G D.2G D,2 A.1 D,1 2ND A 2 GAR. 2ND 2ND GAR, GARAGE GAR. DAG GARAGE C.2 2ND GARAGE (BUILDING TYPE 111) BUILDING # 1. (BUILDING TYPE V) BUILDING # 2 C.4G D.iG A,1 C.4 C.4G D.1 2ND GARAGE 2ND 2ND GAR. A.2 GAR, GAR, D.1G GARAGE C.2 2ND GARAGE C.4G DAG C.4G C.4 A.1 D.i 2ND A.2 GAR. 2ND 2ND GARAGE GAR. GAR. D.1G GARAGE C.2 2ND GARAGE (BUILDING TYPE 1) BUILDING # 3 D.1G D.2G ]AR, ND D,2 D.2G A.2 D.1 D.1G2ND GAR, 2ND GAR.GAR. GAR, D.2G D.1G A.2 D,2G D.2 A.1 GAR, 2ND 2ND DJ 2ND GAR. GAR, ICARAGE DAG GARAGE rC:ARA02ND E (BULDING TYPE 111) BUILDING # 4 FFE 67.25 A 2 D.1G I D. 2G D.1 2ND 2ND D,2 D.2G A.2 GARAGE GAR. 2ND GAR. GAR. D.1G GARAGE C.2 2ND GARAGE LINE OF BUILDING STEP 2 i fFE 69.25 D.2G D.1G A•2 C.3 D.2G D.2 2ND GAR. 2ND GAR. D.1G D•1 GAR. GAR. GAR. (BULDING TYPE 111) BUILDING # 5 /_ FFE 66.25 ■ LINE OF BUILDING STEP----, FFE 64.25 \\\■ C.4G D.1 G D,1 2ND A.1 C.4 C.4G GARAGE 2ND 2ND GAR. GAR. GAR. A.2 DAG GARAGE C.2 2ND GARAGE FFE 62.25 C.4G D,1G C.4G C.4 A,1 1 2ND A 2 GAR. 2ND 2ND�GXRAGE GAR. GAR, DAG GARAGE C.2 2ND GARAGE (BUILDING TYPE 1) i-- BUILDING # 7 LINE OF BUILDING STEP FFE 62.25 ■ FFE 60.25 D.1 G C.4G D.1 2ND A.1 C.4 C.4G GARAGE 2ND 2ND GAR. A 2 GAR. GAR. L DAG GARAGE _1 C.2 2ND GARAGE C.4G+GC. D.1G L2N A 2GAR. DAG GARAGE C.2 2ND GARAGE (BUILDING TYPE 1) BUILDING # 8 D.2G A.2 t2ND2ND D•2 2ND D.2G GAR, GAR. C.2 2ND GARAGE D. 2G D.1G A,2 FG D.2G D.2 GAR. 2ND D.1G D•1 GAR,GAR. GAR. -- - -1 (BUILDING TYPE 111) BUILDING # 9 LINE OF BUILDING STEP FFE 60.75 ■ FFE 62.75 10 D.2G A.1 D.1 2ND 2ND D.2 D.2G GARAGE GAR. 2ND GAR, A'2 GAR D.1G GARAGE C.2 2ND GARAGE D.2G DAG LliA D.2G D.2A.2 GAR. 2ND D.1G D•1 GAR.GAR. GAR. (BUILDING TYPE 91) FFE 58.00 BUILDING # 14 LINE OF BUILDING STEP LINE OF BUILDING STEP (BUILDING TYPE V) BUILDING # 11 LINE OF BUILDING STEP FFE 63.25 ■ \ FFE 65.25 D.1G D.2G JGi_AR2N'D, A.2 D. G D.1 D.1G G R. 2ND GAR.RGAR. LINE OF BUILDING STEP i FFE 67.25 /- D.2G D.1G A.2 D.2G D.2 11) DA 2ND AR, 2ND GARAGE GAR. GAR. D.1G �U__4_GARAGE C.2 2ND GARAGE D.1G I D.2G A.1 A.2 D.1 2ND 2ND 0.2 D.2G GARAGE GAR, 2ND GAR, GAR, DAG GARAGE C.2 2ND GARAGE D.2G D.1G A.2 D.2G GAR. D.2 2ND LCAR D.1G D.1 ND GAR.GAR. GAR, (BUILDING TYPE NO BUILDING # 13 (BUILDING TYPE V) BUILDING # 14 LINE OF BUILDING STEP FFE 69.25 ■ FFE 67.25 D.1G D.2G C.3 D.2 D.2G D.1 D.1G GAR. 2ND GAR. A 2 2ND GAR. GAR. GAR, D.2G D.1G D.2G D.2 A.1 D.1 2ND A 2 GAR. 2ND 2ND GARAGE GAR, GAR. DAG GARAGE C.2 2ND GARAGE (BUILDING TYPE 11) BUILDING # 15 LINE OF BUILDING STEP FFE 69.25 ■ FFE 71.25 D.1 G C.4G A 1 C.4 C.40 A.2 D.1 2N62ND 2ND GAR. GARAGE GAR. GAR. D.1G GARAGE C.2 2ND GARAGE C.4G D.1 G A.2 C.40 GAR. C.4 2ND A.1 2ND D.1 2ND GARAGE GAR. GAR. D.1G GARAGE C.2 2ND GARAGE (BUILDING TYPE 1) BUILDING # 16 C.4G D.1 G ZG D.1 2ND A•1 C.4 C.4G GARAGE 2ND 2ND GAR. A.2 AR, GAR. L, D.1G GARAGE -I C.2 2ND GARAGE C.4G D.1G C.4G C.4 A.1 A 2 GAR. 2ND 2ND D.1 2ND GARAGE GAR. CAR. D.1G GARAGE C.2 2ND GARAGE (BUILDING TYPE 1) BUILDING # 17 (BUILDING TYPE V) (BUILDING TYPE 111) (BUILDING TYPE V) BUILDING # 6 BUILDING # 12 BUILDING # 18 UNIT COUNT / ATTACHED GARAGE TABULATION UNIT TYPE NO GARAGE GARAGE TOTAL UNIT A.1- 2ND FLOOR 0 18 18 UNIT A.2 - 1ST FLOOR 14 0 14 UNIT A.2- HC 12 0 12 UNIT A.3- 1ST, 2ND & 3RD FLOOR 30 0 30 UNIT A.4- 1ST, 2ND & 3RD FLOOR 30 0 30 UNIT C.1- 2ND & 3RD FLOOR 52 0 52 UNIT C.1A- 2ND FLOOR 5 0 5 UNIT C.1B- 3RD FLOOR 5 0 5 UNIT C.2- 2ND FLOOR 0 18 18 UNIT C.3- 2ND FLOOR 0 8 g UNIT C.4- 1ST FLOOR 0 9 9 UNIT C.4- HC p 6 6 UNIT C.4- 2ND FLOOR 0 15 15 UNIT C.4- 3RD FLOOR 15 0 15 UNIT C.5- 1ST FLOOR 0 5 5 UNIT C.5- 2ND & 3RD FLOOR 20 0 20 UNIT D.1- 1ST FLOOR 0 26 26 UNIT D.1- 2ND FLOOR 0 26 26 UNIT D.2- 1ST FLOOR 0 16 16 UNIT D.2- 2ND FLOOR 0 16 16 UNIT D.2- 3RD FLOOR 16 0 16 TOTAL 199 163 362 NOTE: THERE ARE 15 ADDITIONAL UNASSIGNED ATTACHED GARAGES - 3 IN EACH BLDG. TYPE V BUILDING TABULATION APARTMENT BUILDING TYPE QUANTITY LIVING UNITS/FLOOR UNITS/BUILDING TOTAL UNITS 1 5 6/10/4 20 100 III 8 6/9/4 19 152 V 5 6/8/8 22 110 TOTAL PHASE I 18 BLDGS 362 UNITS UNIT TABULATION UNIT TYPE TYPE HEATED SF UNIT COUNT TOTAL HEATED SF UNIT A.1- GARAGE 0 SF 0 SF UNIT A.1- 2ND FLOOR DIRECT ACCESS 927 SF 18 16,686 SF UNIT A.2 - GROUND FLOOR BREEZEWAY 789 SF 26 20,514 SF UNIT A.3- GROUND, 2ND & 3RD BREEZEWAY 778 SF 30 23,340 SF UNIT A.4- GROUND, 2ND, & 3RD BREEZEWAY 828 SF 30 24,480 SF TOTAL 1 BR/1 BA 104 85,020 SF UNIT C.1- GARAGE 0 SF 0 SF UNIT C.1- 2ND FLOOR BREEZEWAY 1066 SF 26 27,716 SF UNIT C.1-A- 2ND FLOOR BREEZEWAY 1061 SF 5 5,305 SF UNIT C.1-13- 3RD FLOOR BREEZEWAY 1140 SF 5 5,700 SF UNIT C.1- 3RD FLOOR BREEZEWAY 1133 SF 26 29,458 SF UNIT C.2- GARAGE 0 SF 0 SF UNIT C.2- 2ND FLOOR DIRECT ACCESS 1141 SF 18 20,358 SF UNIT C.3- GARAGE 0 SF 0 SF UNIT C.3- 2ND FLOOR DIRECT ACCESS 1147 SF 8 9,176 SF UNIT C.4- GROUND & 2ND BREEZEWAY 1209 SF 30 36,270 SF UNIT C.4- 3RD FLOOR BREEZEWAY 1209 SF 15 18,135 SF UNIT C.5- GARAGE 0 SF 0 SF UNIT C.5- GROUND DIRECT ACCESS 1227 SF 5 6,135 SF UNIT C.5- 2ND, & 3RD BREEZEWAY 1227 SF 20 24,540 SF TOTAL 2 BR/2 BA 158 182,973 SF UNIT D.1- GROUND FLOOR DIRECT ACCESS 1422 SF 26 36,972 SF UNIT D.1- 2ND FLOOR (BLDG I) DIRECT ACCESS 1599 SF 10 15,990 SF UNIT D.1- 2ND FLOOR (BLDG III) DIRECT ACCESS 1612 SF 16 25,792 SF UNIT D.2- GROUND, 2ND & 3RD BREEZEWAY 1260 SF 48 60,480 SF TOTAL 3 BR/2 BA 100 139,234 SF TOTAL LIVING UNITS 362 407,227 SF HANDICAPPED UNITS BUILDING LOCATIONS PROJECT TOTAL HANDICAPPED "A.2" UNITS 4,5,9,12,13,16 12 HANDICAPPED "C.4" UNITS 3,7,17 6 TOTAL 18 UNITS NOTES: 1, ANSI A117.1 ACCESSIBLE HANDICAP UNIT ON GROUND FLOOR INDICATED BY 2. ALL GROUND FLOOR UNITS ARE 1988 FAIR HOUSING GUIDELINES ACCESSIBLE UNITS 3, COORDINATE ALL FINISH FLOOR ELEVATIONS (FFE) BUILDING STEPS, AND RETAINING WALL / STEM WALL LOCATIONS WITH CIVIL ENGINEERING DRAWINGS k 4 _ � 'mtiol ARCHITECTS PA 414 West Jones St. Raleigh, NC 27603 919/833-6413 919/836-1280 FAX CDAOINTERPATH.COM Florida License ARC1, AA-0002571 `•� � 9 � +�,1 ' �'}�'..'©fin J, �p � ;eS/tq�gs OERT. NO. � � > n n 494 we�p�N CAi?+'JLit�yya +� d�0t799�DC ° ,` e V1 0 r • r r r Project 97200 Date JAN 25, 1999 ReVISi011S�MAR 8, 1999 1 CONTRACT CHANGES /2 4/9/99 SLAB ELEV. Drawn By JMK Checked By r Content BUILDING TABULATION` © 1998 CLINE DAVIS ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITH- OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE DAVIS ARCHITECT, PA Sh eet eet 1304tD D.2 1305C.1 THIRD FLOOR 1202 1204 1206 1208 D,1 D.2 D,2 D,1 1 L 1205 1207 1209 CA CA A.1 1211 C.2 2ND FLOOR C t102 1104 ! 1106 1108 D,1 G D.2G D.2G D.1G GAR, GAR. GAR, GAR. GAR. 1105 J1107 GAR. GAR. GAR. GAR. A.2 A.2 GAR. 1ST FLOOR GAR, (BUILDING TYPE 111) BUILDING # 1 4304 4306 D.2 D.2 4305 4307 C.1 C.1 THIRD FLOOR 4202 42,04 4206 4208 ' D.1 D.2 D,2 D.1 4 3 4205 4207 4209 C.1 CA A.1 4211 =jL C.2 2ND FLOOR C 1ST FLOOR (BUILDING TYPE 111) BUILDING # 4 7304 7 C106 C.4 7305Z7307C.1 THIRD FLOOR THIRD FLOOR 7202 7204 7206 7208 10202 10204 10206 D.1 C.4 C.4 D.1 D,1 D.2 D.2 7203 7205 7207 7209 10203 10205 10207 1 A.1 C.1 C.1 A.1 A,1 C.1 C.1 7201 7211 10201 C.2 Li C.2 C.2 2ND FLOOR 2ND FLOOR ' 7102 7104 7106 7108 D.1G C.4G C.4G D.1G GAR, GAR. GAR, GAR, 71A05 71107 GAR. GAR. GAR. GAR, GAR. GAR. GAR, 1ST FLOOR GAR, (BUILDING TYPE 1) BUILDING # 7 13304 13306 D.2 D.2 13305 13307 c.1 c.1 IT THIRD FLOOR J 13202 13204 13206 13208 D.1 D.2 D.2 DA EJ 13203 13205 13207 1 09 A.1 C.1 C.1 13201 C.2 2ND FLOOR 10102 10104 10106 1010YGAR.GAR, D.1G D.2G D.2G D.1G GAR. GAR. GAR. GAR. 101A.05 10107 GAR. GAR, GAR, GAR. � GAR. 1ST FLOOR (BUILDING TYPE 111) BUILDING # 10 13102 13104 13106 13108 D.1G D.2G D.2G D.1G GAR. GAR. GAR, GAR. 1 3A 205 13A. 3A 207 GAR. GAR, GAR. GAR. GAR. GAR, GAR, 1ST FLOOR (BUILDING TYPE III) BUILDING # 13 16304tC. C.416305C.1 THIRD FLOOR 16202 16204 16206 16208 D.1 C.4 C.4 D.1 16203 16205 21607 16209 A.1 C.1 C.1 A.1 16201 16211 C.2 C.2 2ND FLOOR C ' 16102 16104 16106 161011 D,10 C.4G C.4G DJG 4 GAR, GAR. GAR. GAR. 16105 16107 GAR. GAR. GAR. GAR. GAR. GAR. GAR. 1ST FLOOR GAR. (BUILDING TYPE 1) BUILDING # 16 2302 2304 A.4 2306 2308 5304 5 306 8304 C.4 8306 C.4 11302 11304 A•4 11306 11308 14302 14304 A.4 14306 14308 17304 0 C.4 A.3 C.5 D.2 D.2 C.4 A.3 C.5 C.4 A.3 C.5 C.4 C.4 2301 2303 2305 2307 c.5 5305 5307 8305 c.1 L_U1 8307 C.1 11301 11303 11305 11307 14301 14303 14305 14307 17305 17307 A.4c,1-B A.3 C.1 C.1 J_] A.4 C.1- B A.3 C.5 A,4 C.1-6 A.3 C.5 C.1 J173 C,1 THIRD FLOOR THIRD FLOOR THIRD FLOOR THIRD FLOOR THIRD FLOOR THIRD FLOOR 2202 2204 2206 2208 A,4 CA A.3 C,5 2201 2203 2205 2207 A.4 C.1-A A,3 C.5 �__ 2ND FLOOR 1ST FLOOR (BUILDING TYPE V) BUILDING # 2 THIRD FLOOR 5202 5204 5206 D.1 D.2 01.2 5203 5205 5207 5 A,1 C,1 C,1 5201 C.z :�J- ]i 2ND FLOOR 5208 8202 8204 8206 8208 D.1 DA C.4 C.4 DA ' 3 8203 8205 8207 8209 A.1 CA C.1 A.1 8201 8211 C.2 C.2 2ND FLOOR C ' 5102 5104k56 5108 OJG D,2GD.1G GAR. GAR. GAR. GAR, 51105 GAR. GAR. GAR• GAR, GAR. GAR. 1ST FLOOR (BUILDING TYPE 111) BUILDING # 5 ' 8102 8104b8C 8108 ' DA G C.40 DA G GAR. GAR. GAR. GAR. 81105 GAR, GAR. GAR. GAR. GAR. GAR. 1ST FLOOR GAR, (BUILDING TYPE 1) BUILDING # 8 11202 11204 11206 112011 A,4 C.4 A,3 C.5 n 1:CF.l:-2A3 11205 11207 A.3 C.5 2ND FLOOR 1ST FLOOR (BUILDING TYPE V) BUILDING # 11 14202 14204 14206 14208 A.4 C.4 A.3 C.5 14201 14203 14205 14207 A.4 C.1-A A.3 C.5 2ND FLOOR 14102 14104 14106 14108 A•4 C.4G A.3 C.5 14101 GAR. GAR, CAR. 14105 GAR. GAR, GAR, A.4 A.3 1ST FLOOR (BUILDING TYPE V) BUILDING # 14 17202 17204t17206 17208 D.1 C.4D.1 1720517209C IA.1 17201 17211 C.z C.2 2ND FLOOR C ' 17102 17104 17106 17108 D,1 G C.4G C.4G D.1 G GAR. GAR, GAR. GAR. 17105 205 17107 207 GAR. GAR, GAR. GAR. GAR. GAR. T- L-L-J HL-J= -E GAR, 1ST FLOOR GAR. (BUILDING TYPE 1) BUILDING # 17 We Kou x., 1 m 6302 6304 C.5 A.3 6306 A.4 C.4 9304 9306 12304 12306 15304 15306 18302 18304 A.4 18306 18308 D.2 D.2 D,2 D.2 D.2 D.2 c3 A3 c,5 635 6303 A.3 613 6307 CJ -B A.4 9305 9307 12305 12307 15305 15307 18301 18303 18305 183Q7 C.1 C.1 C.1 C.1 C,1 C.1 A.4 C.1-B A.3 C.5 H L L-J - -------------- THIRD FLOOR THIRD FLOOR THIRD FLOOR THIRD FLOOR T - , THIRD FLOOR 6202 6204 6206 C.5 A.3 C.4 6201 6203 6205 C.5 A.3 C.1-A 2ND FLOOR 6208 9202 9204 9206 9208 DJ D.2 D,2 D.1 6207 9203Z92 9207 9 9A.4 A.1 C.1 9201 c.2 2ND FLOOR 3102 3104 3106 3108 6102 6104 6106 6108 9102 9104 9106 9108 D.1G C.4G C.4G D.1G C.5 A.3 C.4G A.4 D.1G D.2G D.2G D.1G GAR. GAR. GAR. GAR, 3105 31107 GAR. GAR. GAR, GAR. GAR, GAR. GAR. GAR. 9105 9107 GAR. GAR. GAR. GAR. GAR. GAR. GAR. GAR. 61403 GAR. GAR. GAR. 6107 A,2 A.2 GAR. GAR, GAR. GAR' 1ST FLOOR GAR' 1ST FLOOR GAR' 1ST FLOOR (BUILDING TYPE 1) (BUILDING TYPE V) (BUILDING TYPE III) BUILDING ..BUILDING # 6 _ _ BUILDING # . 9 15202 15204 e15206 15208D.1 D.2DA 1 03 15205 15209 C.1 A.1 H15211 0.2 2ND FLOOR C 12102 12104 12106 12108 151GO2 15104 15106 15108 D.1G D.2G Z21G DAG D.1G D.2G D 21G D.1G GAR. GAR. GAR, GAR, GAR. 12105 12107 GAR. GAR. GAR, GAR. GAR, GAR. GAR. GAR. GAR, 15105 15107 GAR. GAR. GAR, GAR, A.2 A.2 A.2 A.2 � GAR. � GAR, �ry 1ST FLOOR GAR. 1ST FLOOR GAR. (BUILDING TYPE 111) (BUILDING TYPE IN) BUILDING # 12 BUILDING # 15 1A.4 t18203 18206 18208 A.4A.3 C.5 1820118205 18207 A•4A.3 C,5 2ND FLOOR 1ST FLOOR (BUILDING TYPE V) BUILDING #18 AR CHITECTSPA r 414 West Jones St. Raleigh, NC 27603 919/833-6413 919/836-1280 FAX CDAC�INTERPATH.COM111111,1, Florida License^ AA-0002571 CERT. N0. w 494 riy �®aC�1 CAP.OLCA�nn 4� �'d111d111111R�� ct 0 U T Project 97200 Date JAN 25, 1999 Revisions MAR 8, 1999 1 CONTRACT CHANCES Drawn By NBM, JMK Checked By Content ADDRESS PLAN © 1998 CLINE DAVIS ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITH- OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE DAVIS ARCHITECT, PA Sheet SA1m3 r 1. ALL REFERENCES TO STUCCO DEPTH HAVE BEEN REMOVED SEE SPECIFICATIONS FOR DEPTH INFORMATION. 2. DOOR/WINDOW HEAD, JAMB, AND SILLS HAVE BEEN REVISED - SEE ENLARGED DETAILS FOR EXACT REVISION. 3. FRIEZE BOARD HAS BEEN ADDED - SEE ENLARGED DETAILS. 4" GRANULAR FILL (IF REQUIRED) COMPACTED SUBGF., . EXTERIOR WALL SECTION (TYP SCALE: 1 /2" = 1'-0" (2 STORY CONDITION) GRANULA F REQUIREI OMPACTED WOOD TRUS INSULATION- TYPICA TRUSS BEARING 9'-1 1 /2" 2 LAYERS 5/8" TYPE X G.W.B. 2 LAYERS 3/4" PLYWOOD OR OSB STRUCT. GRADE FIRESTOP WOOD STUDS © 16" O.C. BATT INSULATION -TYPICAL 5/8" TYPE "X" GWB 1 1 /2" OR 5 1 /2" SEPARATION SPACE REFER TO BUILDING PLANS FOR LOCATIONS 3/4" GYPCRETE ON 3/4 SUBFLOOR- SUBFLOOR CONT. ACROSS WALL CAVITY 5/8" TYPE X GWB DRAFTSTOP EACH SIDE OF CAVITY SEE FRAMING PLAN FOR FLOOR TRUSS DIRECTION #A7k*1 r INSULONUN�HARD��URF�CESDONLY 5/8' ON RE �i-,// CHANNELS AT 16" O.C. 2 LAYERS 3/4" PLYWOOD. OR OSB STRUCT. GRADE FIRESTOP WOOD STUDS @ 16" O.C. BATT INSULATION -TYPICAL 5/8" TYPE "X" GWB 1 1 /2" OR 5 1 /2" SEPARATION SPACE REFER TO BUILDING PLANS FOR LOCATIONS 3/4" GYPCRETE ON 3/4" SUBFLOOR- SUBFLOOR CONT. ACROSS WALL CAVITY 5/8" TYPE X GWB DRAFTSTOP EACH SIDE OF CAVITY SEE FRAMING PLAN FOR FLOOR TRUSS DIRECTION INSULATION -UNDER —� HARD SURFACES ONLY 5/8' B. ON RESILIENT - CHANNELS AT 16" O.C. 2 LAYERS 3/4" PLYWOOD OR OSB STRUCT. GRADE FIRESTOP WOOD STUDS (SEE STRUCT) BATT INSULATION -TYPICAL 5/8" TYPE "X" GWB 1 1 /2" OR 5 1 /2" SEPARATION SPACE REFER TO BUILDING PLANS FOR LOCATIONS I PRESPURE TREATED WOOD PLATE SEE STRUCTURAL FOR ANCHORAGE 1 TOP OF SLAB 0'-0" s POST TENSIONED — CONC. SLAB OVER VAPOR BARRIER -BY POST -TENSION ENGINEER 4" GRANULAR FILL--/ (IF REQUIRED) COMPACTED SUBGRADE — PLANS CITY O ".ar R 1 SECTI ON -- TEN AN T WALL SCALE: 1 /2" = 1'-0" 414 West Jones St. Raleigh, NC 27603 919/833-6413 919/836-1280 FAX CDA®INTERPATH.COM ,�'9""°"''��, Florida License #:�*�c��°� AA-0002571 s '�,��xs1=c4 r a� J 2 CS T. I' " - 494 all w a u 6g /"/JillI1110% Project 97200 Date JAN 25, 1999 Revisions MAR 8, 1999 CONTRACT CHANGES Drawn By JMK Checked By Content WALL SECTIONS © 1998 CLINE DAVIS ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITH- OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE DAVIS ARCHITECT, PA Sheet A6.1 r 59 r r r r"i r 59 r J r n TRUSS BRG, 9'-1 1 /2" HEADER BR, 6'-8" ABOb SUB —FLOOR TRUSS BRG_ 9'-1 1 /2" HEADER BR+ 6'-8" ABOb SUB —FLOOR TRUSS BRG 9' —1 1 /2" POST TENSIONED CON SLAB OVER VAPOR B) BY POST —TENSION ENGINEER i 1 1 1 1 I 1 I I 1 I I 1 STUCCO ON METAL LATH OVER SHEATHING CONTROL JOINT, TYP, STUCCO ON METAL LATH OVER SHEATHING 1/2" STUCCO ON METAL LATH OVER SHEATHING - v_q SECTION THRU GARAGE/DECKS(2 STORY CONDITION) M UNITS C.2 (UNITS A.1 & C.3 SIM.) ENLARGED ELEVATION (2 STORY CONDITION) �TJ SCALE: 1 /2" = 1'-0" �-J SCALE: 1 /2" = 1'-0" _nTRUSS BRG. 9' —1 1 /2" HEADER BRG. HT. 6'-8" ABOVE SUB —FLOOR OST TENSIONED CONCRETE LAB OVER VAPOR BARRIER Y POST —TENSION LATH OVER SHEATHING STUCCO OVER FELT BACKED 4" STUCCO FORM STUCCO ON METAL LATH OVER SHEATHING STUCCO ON METAL LATH OVER SHEATHING SECTION THRU GARAGE/DECKS (2 STORY CONDITION) SCALE: 1 /2" = 1'-0" PLANS REV17'WED CITE' Cvr SPIM RD. UNITS C.2 (UNITS A.1 & C.3 SIM.) ENLARGED ELEVATION (2 STORY CONDITION) SCALE: 1 /2" = 1'-0" ARCHITECTS PA r 414 West Jones St. Raleigh, NC 27603 919/833-6413 919/836-1280 FAX CDAOINTERPATH.CO r',; Florida License AA-0002571 RT. Nib. 0 y ®� I CARQ ,gip o 111111111160,+ 0 Project 97200 Date JAN 25, 1999 R2ViSionS� 1MAR 8, 1999 CONTRACT CHANGES Drawn By JMK Checked By Content ENLARGED ELEVS WALL SECTIONS © 1998 CLINE DAVIS ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITH— OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE DAVIS ARCHITECT, PA Sheet A6■L r 1 99 r r 99 r r"i TOP OF qu NAb.27/ Y'-----------------�� SECTION THRU PATIO/DECKS (3 STORY CONDITION) SCALE: 1 /2" = 1'-0" CO ON ME OVER SHE IETAL dEATHING ETAL dEATHING UNIT A.2 (UNIT C.1-2ND & 3RD FLOORS) ENLARGED ELEVATION (3 STORY CONDITION) SCALE: 1 /2" = 1'-0" 1. ALL REFERENCES TO STUCCO DEPTH HAVE BEEN REMOVED SEE SPECIFICATIONS FOR DEPTH INFORMATION, 2, DOOR/WINDOW HEAD, JAMB, AND SILLS HAVE BEEN REVISED — SEE ENLARGED DETAILS FOR EXACT REVISION. 3. FRIEZE BOARD HAS BEEN ADDED — SEE ENLARGED DETAILS. NOTES: 1. NO RAIL AT 1ST FLOOR EXCEPT AT STEM WALLS 2. SEE ELEVATION SHEETS (AVS) FOR CONTROL JOINT LOCATIONS SECTION THRU PATIO/DECKS (2 STORY CONDITION) SCALE: 1 /2" = 1'-0" UNIT D.1 ENLARGED ELEVATION (2 STORY CONDITION) SCALE: 1 /2" = 1'-0" PLANS REVIEWED CITY OF SANFORD 414 West Jones St. Raleigh, NC 27603 919/833-6413 919/836-1280 FAX �q%W 1111111,rrrr> CDA®INTERPATH.00k4, ARCS Florida License b� 7iO L• .{• O AA-0002571 e 6 y a n 4 u � � �I Project 97200 Date JAN 25, 1999 RevisionsMAR8, 1999 1 CONTRACT CHANGES Drawn By JMK Checked By Content ENLARGED ELVS. WALL SECTIONS Q 1998 CLINE DAVIS ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITH— OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE DAVIS ARCHITECT, PA Sheet P1b"■3 rA Y Y J Y Y Y 99 51 Y = t;, i 1 i+`I�ti � NO STUCCO OVER PAPER COAT OF STUCCO OVER BACKED METAL LATH PAPER BACKED METAL LATH MING OVER SHEATHING 1" CASING BEAD EXPANDED POLYSTYRENE FORM WITH FORM STUCCO FINISH PRIMUS HARDENED OVER BASE COAT OVER FOAM TRIM 1" CASING BEAD FORM 2 x 10 BLOCKING EXPANDED POLYSTYRENE FORM WITH STUCCO FINISH PRIMUS HARDENED OVER BASE COAT OVER SHEATHING STUCCO OVER PAPER __�_ --, -'' BACKED METAL LATH BLOCKING @aRA�KET DETAIL SCALE: 1 1 /2" = 1'-0" (FRONT BREEZEWAY ELEVAT 1" CASING BEAD FORM 2x6 FRAMING — BREEZEWAY &SECT ION DETAIL SCALE: 3/4" = 1'-0" 1 1 /2" SQ. TOP 1/4" X 2" FLAT RAIL, WELD TO PICKETS 1/2" SQ. PICKET 1 1 /2" SO. BOTI ALL SURFACES C RAIL PAINTED TYPICAL METAL RAIL CONDITION @ BREEZEWAYS SCALE: 3/4" = 1'—O" IONS BUILDINGS 1 8c 3) (HUILUINGS 1 & 3) ENLARGED BREEZEWAY ELEVATION BREEZEWAY SECTION SCALE: 3/8." = _V-0" SCALE: _ 3/8" SLOPE 1/8" PER FOOT AWAY FROM BUILDING 3000 PSI LIGHTWEIGHT CONCRETE W/ FIBERMESH REINFORCING OVER SINGLE PLY WATERPROOF MEMBRANE - TURN MEMBRANE UP 6" @ WALLS -2" MIN. CONCRETE THICKNESS P.T. T & G PLYWOOD WATERPROOF MEMBRANE CAULK OVER VEE TROWELED JOINT ALUMINUM TERMINATION BAR SEALANT BAND DETAIL ELIMINATED BEAM (SEE STRU,) UL FLOOR/CEILING ASSEMBLY L5 BREEZEWAY EDGE DETAIL SCALE: 1 1 /2" = 1 '— 0" (BUILDINGS 1,3, 8c 5) 2 BREEZEWAY SECTION SCALE 3/8" = 1, 0" CORNER BF" BUILDING F LAP 12" Al 2x6 FRAMII 2x8 FRAMIP COAT OF 5 PAPER BAC SHEATHING CONTROL J FROM INSID 2ND FLOOR LANDING BREEZEWAY CORNER DETAIL SCALE: 1 1 /2" = 1'-0" PLANS REVIEWED CITY OF SANFORr 1ST FLOOR COLUMN BREEZEWAY CORNER DETAIL SCALE: 1 1 /2" = 1'—O" o., N I n (REAR BREEZEWAY ELEVATIONS BUILDINGS 1, 3, & 5) ENLARGED BREEZEWAY ELEVATION SCALE: 3/8" = 1'-0" 414 West Jones St. Raleigh, NC 27603 919/833-6413 919/836-1280 FAX CDA®INTERPATH.COM Florida License #': >•�� AID' ' AA-0002571 '� °Y��SEC7(lq,,gjci- w4 9 �-CIO .50 a Cf R f. 1�10. 0 b b o 494 o b O l ✓ m�0,0�'TII CA[t011-eDbu C. II[tit , r�7 Project 97200 Date JAN 25, 1999 Revisions��MAR 8, 1999 CONTRACT CHANGES Drawn By MAD, JMK Checked By Content BREEZEWAY SECTIONS BREEZEWAY DETAILS © 1998 CLINE DAVIS ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITH- OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE DAVIS ARCHITECT, PA Sheet A6m4 r r� r r r I� r r r r m 3 1/2" EXTEND RAIL 3 1/2" AT BOTTOM OF STAIR, TURN 90' AWAY FROM STAIR AND EXTEND 8 1/2" TYP. AT ALL BREEZEWAY STAIR LANDINGS 1 1/2" DIA. CONT, STEEL RAIL— PAINTED 1/2 x 1/2 METAL PICKET 4" O.C. MAX — PAINTED PRECAST CONCRETE TREADS AS SPECIFIED — UNPAINTED 1 X 1 METAL CORNER POST AS SPECIFIED — PAINTED 0 0 0 10" O O O o o ILI u- �W > --------------s (A SECTION AT LOWER LEVEL SaREEZEW�2��1� TAIR DETAIL SCALE: 1 1 /—0" SEE PLAN 2 2' STUCCOASSEMBLY STAIR ELEVATION DETAIL SCALE: 1-1/2" = 1'-0" 4 NOT USED SCALE; 1 1 /2". _ V-0" _ 0 0 ° ° 0 0 0 10 O L r 0 0 0 , L 0 MC 10 X 8.4 STRINGER PAINTED RAILS OMITTED FOR CLARITY 3000 PSI LIGHTWEIGHT CONCRETE• W/ FIBERMESH REINFORCING OVER SINGLE PLY WATERPROOF MEMBRANE — TURN MEMBRANE UP 6" 4 WALLS -2" MIN. CONCRETE THICKNESS P.T. T & G PLYWOOD r_--- ALUMINUM "T" MOLDING BEAM (SEE STRUCTURAL) ATTACH STAIRS TO BEAMS PER MFGR'S RECOMMENDATIONS PAINTED ALUMINUM "T" _ _ UL FLOOR/CEILING MOLDING ASSEMBLY L501 - - STUCCO OVER LATH STUCCO OVER LATH P.T. 1 X 4 TO TERMINATE C P.T, 1 X 4 TO TERMINATE CEILING ALIGN OTTOM EDGE OF BEAMS MC 10 X 8.4 STRINGER — PAINTED AT STAIR LANDING (UP) a BREEZEWAY STAIR DETAIL SCALE: 1 1/2" — 1'-0" STUCCO OVER PAPER BACKED METAL LATH i ... l �1) WEXERIOR " TYPE X YMOARD EACTUD WALL I i L.` 1-1/DIAMETER RAIL Q STAIR RAIL 1/2' DIA, LAG SCREWS AT 24" O.C. (RECESSED)- 5/4 x 4 BLOCKING BLOCKING FOR HANDRAIL STUD WALL (BEYOND) SECTION TH R U WALL MOUNTED HANDRAIL SCALE: 3" = 1'-0" (3� N OT U SE SCALE. 1 1 /2„ _ 1_0" ' 0 0 0 O O 0 0 0 BOTTOM E E OF BEAMS 0 r A STAIR LANDING (DOWN) BREEZEWAY STAIR DETAIL SCALE: 1 1/2" — 1'-0" (BLDG. 5 BREEZEWAY "A") 2 BREEZEWAY SECTION SCALE:____3/8'> 1 1/2" DIAM HAND RAIL 1X1 METAL C POST — PAIP 1/2':X 1/2" O 4" O.C. — PRECAST CO UNPAINTED. 3000 PSI LIGHTWEIGHT CONCRETE W/ FIBERMESH REINFORCING OVER SINGLE PLY WATERPROOF MEMBRANE TURN MEMBRANE UP 6" ® WALLS —2" MIN. CONCRETE THICKNESS P.T. T & G PLYWOOD UL FLOOR/CEILING ASSEMBLY L501 TREATED BEAM PAINTED STUCCO OVER LATH P.T. 1 X 4 TO TERMINATE CEILING HANDRAIL DETAIL Q BREEZEWAY STAIR SCALE: 1" = 1'-0" PLANS REVIEWED CIiY OF SAI4FORD (REAR ELEV. BREEZEWAY "A" BUILDING 5) ENLARGED BREEZEWAY ELEVATION SCALE. 3/8" = 1'—O" 414 West Jones St. Raleigh, NC 27603 919/833-6413 919/836-1280 FAX CDA®INTERPATH.COM Florida License #: qa'q°,lall,►rei'o,r AA-0002571 �� 3R',�'% n CERT. f. NO. � ►�' - .o m ti `. 4LA r 0, IIIIII1111 e Project 97200 Date JAN 25, 1999 RevisionsMAR8, 1999 1 CONTRACT CHANGES Drawn By MAD, JMK Checked By Content BREEZEWAY SECTIONS BREEZEWAY DETAILS © 1998 CLINE DAVIS ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITH— OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE DAVIS ARCHITECT, PA Sheet A 6 ■ 5 r. r r r 1 HR RATED C CONSTRUCTED ASSEMBLY #L,; PROVIDE R-19 BTWN ALL UNF SPACE & ADJr 5/8" TYPE X 1 HR RATED H CONSTRUCTED ASSEMBLY 3� TYPE 'X' 58" EA. SIDE OF S GARAGE E (1 HOUR EN( q- JCV I I VIN U U IV I I l.. L AL 1. J I AIM (BLDG TYPE 1) SCALE: 1 /2"= 1'-0" STUCCO OVER PAPER - BACKED METAL LATH OVER SHEATHING SCALE: 1 /2"= 1'-0" GARAGE (1 HOUR ENCLOSURE) STUCCO OVER PAPER BACKED METAL LATH OVER SHEATHING FAI \,J SCALE: 1 /2"= 1'-0" — — — .. —I 7 V V I I 1 SCALE: 1 /2"= 1'—O" lf-HLL nLUI) I TI-'t-J) -1/2" STUCCO OVER PAPER BACKED METAL LATH OVER SHEATHING CFMFMTKII IQ DnnC' Tti cc not BTWN ALL UNHEATED GARAGE SPACE & ADJACENT LIVING UNITS 1 HR RATED WALL 2 LAYERS 5/8" TYPE "X" GWB BLOCKING DO NOT NAIL WALL TO STRINGER 1X10 TRIM BOARD 2X12 STRINGER- DO NOT NAIL STRINGER INTO SIDE WALL AT ANY LOCATION - ATTACH AT TOP AND BOTTOM ONLY 1 HR RATED WALL 2 LAYERS 5/8" TYPE "X" GWB GARAGE/STORAGE C IN DAVIS ARCHITECTS PA 414 West Jones St. Raleigh, NC 27603 919/833-6413 919/836-1280 FAX CDA®INTERPATH.COM ,,,►lllll, Florida License #�°a�,1NRCq;�';��,, AA-0002571®° �`'r�d��3�'�°0 W 9 CERT. NO. s o 4104 y o a a3 ✓ � 9 O S h j �"vv�?Tf! CAR6L�Z`rr�3� A 1111000 Project 97200 Date JAN 25, 1999 Revisions MAR 8, 1999 1 CONTRACT CHANGES Drawn By JMK Checked By Content STAIR SECTIONS © 1998 CLINE DAVIS ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITH- OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE DAVIS ARCHITECT, PA i r r r r r r r r 51 r. PLANS'',` CITY OF � 411E RD Sheet A 6 ■ 6 PROVIDE R-19 OATT |NSUL----- 8TmN ALL UNHEATED GARAGE SPACE & ADJACENT LIVING UNITS BLOCKING 1x10 TRIM BOARD 2X12 STRINGER- D0 NOT NAIL-� STRINGER INTO SIDE WALL AT ANY LOCATION - ATTACH AT TOP AND BOTTOM ONLY ^�� LOCATION OF DOOR' �-1 HR RATED CLG @ FLAT SLAB ON CONSTRUCTED PER UL Y (3E[ A1.1 & A�7FOR ASSEMBLY #L521 ALT. CONDITIONS) i I LOCATION OF HANDRAIL WHEN BLDG STEPS UP 2' NAIL WALL TO STRINGER fy- FLOOR SLAB WHEN < Uf ui 1 HR RATED WALL LOCATION OF 2 LAYERS 0 BLDG STEPS DOWN 2' FLOOR SLAB WHEN BLDG STEPS DOWN 2' SECTION @Z11 UNIT CA D.2 STAIR (BLDG TYPES I III 2X10 J0 1 HR RA CONSTRU UL A33E� (1 HOUR | 1 HR RATED CLG— C0NSTRUCTED PER UL ASSEMBLY #L521 1 HR RATED WALL 2 LAYERS TYPE 'X' 5/8^ GWB 1 MR RATED CLG CONSTRUCTED PER UL ASSEMBLY #521 AGE "A.3" ]R ENCLOSURE) 1 HR RATED WALL JOIST HANGER 2X10 JOISTS �11 Lu Of 1 HR RATED WALL CONSTRUCTED PER UL ASSEMBLY #337 TYPE 'X' 5/8^ &WB EA. SIDE OF STUD 1/2" STUCCO OVER PAPER BACKED METAL LATH OVER SHEATHING � FLASHING TYPE "H^ CEMENTIOUS ROOF TILES ON UNDERLAYMENT OVER SHEATHING W/CLIPS 10 VARIES SEE C.2 GARAGE (SHEET A1.6) BREAKFAST AREA PICKETS REMOVED EXTEND SHEATHING TO BOTTOM OF BEAM V) W STS —JOIST HANGER:L--/ 1 HR RATED WALL- 2 LAYERS ui 1X /0 TRIM BOARD VOID R-10 INSULATION 2X12 STRINGER- D0 NOT NAIL STRINGERAT Any LOCATION - ATTACH AT | TOP AND BOTTOM ONLY | SECTION Q'D NIT D.1 .1 STAIR \ALDG TYPE U^|\ SCALE: 1 /o»=� i/--O'/ `'~ `��. ./ /' . " STUCCO OVER PAPER 3 BACKED METAL LATH OVER SHEATHING A6.9 A, CEMENTIOUS ROOF TILES ON BREAKFAST AREA UNDERLAYMENT OVER SHEATHING W/CLIPS FLASHING TYPE "H" PICKETS REMOVED ROOF TRUSS EXTEND SHEATHING TO BOTTOM OF BEAM TRUSS HANGER 1 HR RATED CLG CONSTRUCTED PER UL---- 'IV) V_\r _ _"_ �_r/ L < vy- Lu 1X 10 TRIM BOARD R-19 INSULATION 2X12 STRINGER- DO NOT NAIL PORCH FOYER STRINGER INTO SIDE WALL AT A ANY LOCATION - ATTACH AT TOP AND BOTTOM ONLY 1 HR RATED WALI SEE C.2 GARAGE A1.6\ & C.3G GARAGE (SHEET A1J) SECTION @ UNIT D 1 STAIR /B| DG TYPEI) c�[�4|�' 1 /9"— 1'—O» ""'`��^ ./� _ . " Li ry w Con (1) N� BTWN ALL UNHEATED 0 GARAGE SPACES & ADJACENT LIVING UNITS FLOOR TRUSS (SEE STRUCT) ct 1 HR RATED CLG. CONSTRUCTED PER P�7�00 UL xssEwaLr #52 '^�~~` ~ ^-~` �JOIST HANGER Date \-2X10 JOISTS '� ' � --` �--- Revisions =/\ WAR 8. 1909 :& CONTRACT CHANGES GARAGE Drawn By ]kJK (1 HOUR ENCLOSURE) Checked By Content STAIR SECTIONS LORS � K��U��U� w�^x �� cvx�« CITY ��F �� @ 1998 Cuwc DAVIS xnoH|TcCTs sm=nco3LY RESERVES ITS nowwVw LAW COPYRIGHT AND o7Vcn pnopcnrr mmiTo IN Tncac pLxwa. THESE pLxwn ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM on wAwwEn wmATSocvcn' won ARE THEY TO BE Ass/owco To ANY nimo PARTY vxr*- ouT nnsT oaTA|w|mG THE EXPRESSED wmnT[w pEnm|SsmN AND CONSENT OF ouwE DAVIS ARCHITECT, PA | ' / , , 12 2 LAYERS 5/8" TYPE "X" GWB 5 CEMENTIOUS ROOF TILES ON UNDERLAYMENT OVER SHEATHING W/CLIPS ROOF TRUSS FLASHING "D" \ CONTINUOUS 1X2 TRIM AT \ j LOCATIONS WITHOUT GUTTERS TRUSS BRG. -- -PT KDAT 2 X 8 FASCIA —PE L IN ATERIAL HURRICANE TIES STUCCO OVER PAPER 4 BACKED METAL LATH OVER SHEATHING '+'rt BEAM (SEE STRUCTURAL) i'` - _ `'==-•-_~ i TOP OF COLUMN �- 8'-0"" ABOVE SLAB 2x8 TOP PLATE co '. STUCCO FORMS COAT OF STUCCO OVER =1: PAPER BACKED METAL LATH - OVER SHEATHING 2X4 FRAMING SOFFIT DETAIL THROUGH COLUMN @ REAR BREEZEWAY ENTRANCE (BLDG. 5) SCALE: 1 1 /2" = 1'-0" 12 2 LAYERS 5/8" TYPE "X" GWB 5 CEMENTIOUS ROOF TILES ON UNDERLAYMENT OVER SHEATHING W/CLIPS 10" \\ ROOF TRUSS FLASHING "D" CONTINUOUS 1X2 TRIM T LOCATIONS WITHOUT GUTTERS TRUSS BRG. PT KDAT 2 X 8 FASCIA PERFORATED ALUMINUM SOFFIT R HURRICANE TIES 1 X 12 FRIEZE BAND WITH CASING BEAD ON BOTH SIDES OF BAND = STUCCO OVER PAPER U BACKED METAL LATH OVER SHEATHING BEAM (SEE STRUCTURAL) SOFFIT DETAIL THROUGH BEAM REAR BREEZEWAY ENTRANCE BLDG. 5 SCALE: 1 1 /2" = 1'-0" •� LINE OF BEAM AND 1'-4" i SOFFIT ABOVE 2x8 TOP PLATE I i FLASHING TOP OF COLUMN %t - 8'-0"" ABOVE SLAB OR SUB -FLOOR I_ I - STUCCO FORMS - COAT OF STUCCO OVER 1= = PAPER BACKED METAL LATH - SPECIFIED SHEATHING 2X4 FRAMING TOP OF CHANNEL %P N = 2'-0"" ABOVE SLAB OR SUB -FLOOR - CHANNEL REVEAL 2" WIDE 2x8 P.T, BASE PLATE - ANCHOR BOLT BASE PLATE TO SLAB TYPICAL DETAIL@ COLUMN CAPITAL SCALE: 1 1 /2" = 1'-0" CORNER BEAD GYPSUM WALLBOARD BATT INSULATION WRAP ALL CORNERS WITH- 12" MIN. 6 MIL POLY PAPER BACKED METAL LATH COAT OF STUCCO SHEATHING 2x WALL 12 --- 5 �I 11 Al 12 �\ 4 SOFFIT DETAIL @ 1ST FLOOR ENTRANCES SCALE: 1 1 /2" = 1'-0" CEMENTIOUS ROOF TILES ON UNDERLAYMENT OVER SHEATHING W/CLIPS ROOF TRUSS —ROOF TRUSS —FLASHING "D" Al--- ----- --. CONTINUOUS 1 X2 TRIM AT LOCATIONS WITHOUT GUTTERS TRUSS BRG. ------J - ---f - - PT KDAT 2 X 8 FASCIA PERFORAT ALUMINUM SOFFIT MATERIAL I A 1 X 12 FRIEZE BAND 1 WITH CASING BEAD ON BOTH SIDES OF BAND S CT ) (2) LAYERS 5/8" TYPE X GWB STUCCO OVER PAPER cN BACKED METAL LATH OVER SHEATHING AdrN WINDOW HEADER 6'-10 3/4" ABOVE 1" CASING BEAD FORM SLAB OR SUB —FLOOR ARCHED OPENING BELOW SOFFIT DETAIL @ 3RD FLOOR BREEZEWAY (FRONT ON SCALE: 1 1 /2" = 1'-0" 2x8 P.T. BASE PLATE CORNER BEAD BUILDING PAPER - LAP 12" AROUND CORNERS 4x4 P.T. STRUCTURAL POST COAT OF STUCCO OVER PAPER BACKED METAL LATH SHEATHING 2X4 FRAMING CEMENTIOUS ROOF TILES ON UNDERLAYMENT OVER SHEATHING W/CLIPS ROOF TRUSS W/ 2 X 4 EXTENSION A LASHING " CONTINUOUS 1X2 TRIM AT LOCATIONS WITHOUT GUTTERS TRUSS BRG. /I PT KDAT 2 X 8 FASCIA PERFORATED ALUMINUM SOFFIT MATERIAL HURRICANE TIES STUCCO OVER PAPER BACKED METAL LATH OVER SHEATHING BEAM (SEE STRUCTURAL) (2) LAYERS OF 5/8" GWB TYPE X 12 CEMENTIOUS ROOF TILES ON 10" UNDERLAYMENT OVER SHEATHING W/CLIPS ROOF TRUSS W/ 2 X 4 EXTENSION 12 5 —FLASHING "D" 1 CONTINUOUS 1X2 TRIM AT y+' LOCATIONS WITHOUT GUTTERS + TRUSSTRUSS BRG T KDAT 2 X 8 FASCIA PERF. AL INUM SOFFIT MAT'L HURRICANE TIES (2) LAYERS 5/8" GWB TYPE X STUCCO OVER PAPER BACKED METAL LATH OVER SHEATHING BEAM (SEE STRUCTURAL) BEAM DETAIL @ 2ND & 3RD FLOORS SCALE: 1 1 /2" = 1'-0" 1 CEMENTIOUS ROOF TILES ON UNDERLAYMENT OVER SHEATHING W/CLIPS ROOF TRUSS TYPICAL SOFFIT DETAIL © 2ND & 3RD FLOORS SCALE: 1 1 /2" = 1'-0" CORNER BEAD BUILDING PAP( LAP 12" AROU 4x4 P.T. STRU COAT OF STU( PAPER BACKE' SHEATHING — Y \ Ile 2X4 FRAMING INTERIOR EXTERIOR BUILDING CORNER SECTIONS 10 PLAN DETAIL EXTERIOR COLUMN &2EC� CORNER PETAIL 9 SCALE: 1 1..2 — / — ' / _ _1—O'� SCALE. 1 1 2 = 1 —0 _ SCALE: /2- 1 —0 5 -FLASHING "D" CONTINUOUS 1X2 TRIM AT LOCATIONS WITHOUT GUTTERS PT KDAT 2 X 8 FASCIA -FIROVIDE E O ALUMINUM SOFFIT MATERIAL ABOVE ALL WINDOWS FOR A DISTANCE OF 1'-O" EACH SIDE OF WINDOW HURR E 1 1 X 12 FRIEZE BAND WITH CASING BEAD ON BOTH SIDES OF BAND (2) LAYERS 5/8" TYPE X GWB STUCCO OVER PAPER BACKED METAL LATH 0 EXPANDED POLYSTYRENE FORM STUCCO FINISH ON PRIMUS HARDENED OVER BASE COAT OVER FORM TRIM BEAM1" CASING BEAD �F�OR�M/ SE , t-1`(U(,'Itt L) WINDOW UNIT LOOKOUT FRAMING CEMENTITIOUS loll ROOF TILE SEALANT -_RAKE TILE GABLE DETAIL SCALE: 1 1 /2" = 1'-0" G PAPER- :OUND CORNERS 2 X 8 PAINTED WD. FASCIA PT KDAT PERF, ALUMINUM SOFFIT MATERIAL 1 X 12 FRIEZE BAND WITH CASING BEAD ON BOTH SIDES OF BAND STUCCO OVER-P-APER— BACKED METAL LATH OVER SHEATHING GABLE END TRUSS PLANS REVIEWED CITY OF SANFORD PAINT COAT OF STUCCO PAPER BACKED METAL LATH BUILDING PAPER CONTROL JOINT SHEATHING INSULATION Z BEAD 5/8" TYPE X GWB IING COAT OF STUCCO r BACKER ROD & SEALANT SHEATHING SECTION DETAIL 13 CON TROL J01 N T SCALE. 1 1 /2" = 1'-0" ARCHITECTS P A r 414 West Jones St. Raleigh, NC 27603 919/833-6413 919/836-1280 FAX CDA®INTERPATH.COM Florida License,� AA-0002571ell to CERT.90. n 4, o 0 r oil, sir �'/ ans aar 401 M • C 4001 rmwmmq O C� Project 97200 Date JAN 25, 1999 Revisions MAR 8, 1999 1 CONTRACT CHANGES Drawn By JMK Checked By Content EXTERIOR DETAILS © 1998 CLINE DAVIS ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITH- OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE DAVIS ARCHITECT, PA sa r r r r r @-2ECK COLUMN pETAIL SCALE: 1 1 /2" =1'-0 Sheet A6mV r 12 A I I I L AC;C;�55 UE f AI L SCALE: 1 1 /2" = 1'-0" INTERIOR OF LIVING UNIT INTERIOR OF LIVING UNIT BREEZEWAY TO 1-HOUR WALL CONNECTION DETAIL SCALE: 1 1 /2 = 1'-0" 2 x 6 HANDRAIL ON SIDING SIDE OF STAIRWAY 1 12° BEVEL TOP CORNERS (TOP OF RAIL SET AT 36" ABOVE END OF TREAD) - •., 2; I 1 /2" DIA LAG SCREWS �, `2j, AT 24" OC (RECESSED) "I T 7'.1k BLOCKING AS NEEDED �x? BLOCKING FOR HANDRAIL------' ANDRAIL !" . 3-1/2" STUD WALL ` ' INTERIOR WALL MOUNTED HANDRAIL @ ALL LOCATIONS DASHED L STAIRS BE 1X WOOD 2 X 10 VNJ HALF WALL 1X WOOD CAP STOP AT HALF WALL 1X10 TRIM BEYOND - 2 X 10 BEYOND — STOP AT HALF WALL CERAMIC TILE SURROUND ON WATER RESISTANT GYP. BD, RUN GWB CONTINUOUS FROM FLOOR TO CEILING USE TYPE X GWB AT BEARING WALLS STUD WALL WATER RESISTANT GWB CONTINUOUS SEALANT ® TILE TO TUB JOINT 2x4 BLOCKING L� TUB PROVIDE CEMENTITIOUS DECKING BELOW TUB SEE PLAN a TUB DETAIL TUB & SHOWER PAN DETAIL SCALE: 1-1 /2"= 1'-0" 1 HOUR BREEZEWAY WALL FLASHIN F" (SIMILAR) 3000 PSI LIGHTWEIGHT CONCRETE W/ FIBERMESH REINFORCING OVER SINGLE PLY WATERPROOF MEMBRANE — TURN MEMBRANE UP 6" @ WALLS —2" MIN. CONCRETE THICKNESS 3/4" P.T. T & G PLYWOOD 2 X 10 JOIST (2) 5/8" DIA, GALVANIZED STEEL BOLTS © 2'-0" O.C. STAGGER BOLTS 2" O.C. PROVIDE BLOCKING BETWEEN TRUSSES WHEN TRUSSES RUN IN OPPOSITE DIRECTION (SPACE AS SHOWN BELOW) GALVANIZED JOIST HANGER 1 LAYER 5/8" TYPE X GWB 2 X 10 CONT. BAND SOLID 2 X 8 BLOCKING TO BE INSTALLED AT TIME OF FLOOR TRUSS INSTALLATION ® EACH BOLT LOCATION STUCCO OVER PAPER (`D/ --v ClrN\IACTAI 1 ATLI CONTINUOUS @ ALL UNITS VATS ON DETAIL AT BOTTOM OF STAIRS RUBBER WAS METAL ANGL RUBBER WAS METAL BOLT METAL ANGLI GARAGE DOC OPENER M01 ■ 26 GA. GALVANIZED STEEL 6" "A" - PAN FLASHING 26 GAUGE GALVANIZED PREFINISHED WHITE ALUMINUM MATCH ANGLE TO D ROOF SLOPE VARIES I L I I FIT TO COLUMN SIZE 1/4" DRIP EDGE / 1/2" TURN DOWN EDGE —•- WHERE EXPOSED "B" - WALL TO ROOF FLASHING "C" - COLUMN CAP FLASHING NOT USED WHERE VENTILATING WALL TO ROOF FLASHING IS SHOWN. GALVANIZED CLEAT TO ROOF ® 24" O.C. 26 GA. GALVANIZED STEEL MATCH ROOF SLOPE PREFINISHED WHITE ALUMINUM N � N SIZE TO FIT TRIM \ z i \ 1/4" DRIP EDGE "E" - VALLEY FLASHING "F" - HEAD FLASHING FLASHING TYPES NOT TO SCALE GARAGE DOOR SOUND INSULATOR SCALE: 1 1 /2" = 1'-0" e w0 U F_ <Q 0 U Q J Z uJ O � Z 1X PAINT GRADE i W/ RADIUS EDGE AT POST Q e � c0 O 1X6 CLEAR FIR CAP , W/ RADIUS EDGE f-w 1X4 TRIM AT POST 0 v, W 1X TRIM BOARD J 1X4 TRIM BOARD < � Q �V) OO z i- 1/2" TYPE X GWB 3 1/4" COLONIAL FINGER JOINTED BASE FIN. FLR. (:D_EAIL DETAIL C� STAIR SCALE: 1 1 /2" = 1'-0" 4" DIAMETER STEEL PIPE BOLLARD WITH CONCRETE FILL SET BOLLARD 12" BELOW FINISH FLOOR FINISHED CONCRETE FLOOR 1'-0" DIAMETER FOOTING BOLLARD SECTION DETAIL SCALE: 1 1 /2" = 1'-0" 0 1X PAINT GRADE W/ RADIUS EDGE AT POST PREFINISHED WHITE ALUMINUM 8" 1/4" DRIP EDGE WHERE EXPOSED "G" - DECK EDGE FLASHING 1X CLEAR FIR CAP W/ RADIUS EDGE 1X4 TRIM AT POST -. 5/8" TYPE X GWB 3 1/4" COLONIAL FINGER JOINTED BASE FIN. FLR. PLAN FLOOR TRUSS EXTEND LAST 2X4 BEFORE POST THRU FLOOR AND NAIL TO BLOCKING BETWEEN TRUSSES ANCHOR POST TO FLOOR W/ 4"X4" "L" BRACKET SHOT TO CONCRETE AT GROUND FLOOR CEILING OF UNIT BELOW LOW WALL RAILING NOT USED EAVE RISER 26 GA. GAL.V. STEEL PROVIDE WEEPS 24" O.C. IN RISER 2 MATCH ANGLE TO ROOF SLOPE 3/4" OVERHANG 1/4" DRIP EDGE "D" - EAVE RISER FLASHING SHEATHING 'REFINISHED WHITE ALUMINUM --LASH FILTERVENT AIR SPACE "H" - ROOF TO WALL FLASHING SCALE: 1-1 /2"= 1'-0" w V) O V) Zz o� �Q U O w J z JO w L- > Oz `t J e D- O iC) CV 01 L� V) —w F. w 0 ww _V) O JZ o O O z L� DETAIL ® LOW WALL CITY 0F W'r "'JffORD C INE ARCHITECTS PA DAVIS 414 West Jones St. Raleigh, NC 27603 919/833-6413 919/836-1280 FAX CDA®INTERPATH.COM,\��,��, Florida License AA-0002571 a° Xr e CERT. N, , 5 e 'i s�'4Th! CA�QUi1�aA �• i ''gaaoso9rJ. � Project 97200 Date JAN 25, 1999 Revisions \ MAR 8, 1999 1 CONTRACT CHANGES Drawn By JM K Checked By Content MISC. DETAILS Q 1998 CLINE DAVIS ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITH— OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE DAVIS ARCHITECT, PA f rm r r. SCALE: 1 1 /2" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1 1 /2" — 1'-0" SCALE: 1 1 /2" — 1'-0" Sheet A6m9 ri SEE STRUCTURAL FOR ANCHORING- 4" CONCRETE SLAB COMPACTED SUBGRADE 2x4 WALL SHEATHING PAPER BACKED METAL LATH COAT OF STUCCO PAINT 2x4 SILL PLATE WEEP SCREED OR CASING BEAD W/ WEEP HOLES WALL SLAB 1 CONNECTION DETAIL SCALE: 1 1 /2" = 1'-0" 5 DECKING SECTION SCALE: 1 1 /2" = 1'-0" ALL WATERPROOF MEMBRANE, DRAINS, AND GRANULAR FILL OMITTED _ SHEATHING =if . STUCCO OVER PAPER BACKED METAL LATH TOP OF BAND 10'- ABOVE AB 0 SUB-F N EXPANDED POLYSTYRENE FORM ON = STUCCO FINISH ON PRIMUS HARDENED OVER BASE COAT OVER rn FORM TRIM 1" CASING BEAD FORM `4 1 /2" STUD WALL (BEYOND) 2 >BAND DETAIL SCALE: 1 1 /2" = 1'-0" 3000 PSI LIGHTWEIGHT CONCRETE W/ FIBERMESH REINFORCING OVER SINGLE PLY WATERPROOF MEMBRANE - TURN MEMBRANE UP 6" ® WALLS 2" MIN. CONCRETE THICKNESS /4" P.T. T & G PLYWOOD 'ATERPROOF MEMBRANE EAM (SEE STRU.) X 8 CONT. BAND GALVANIZED JOIST HANGER X 8 JOIST .LUMINUM SOFFIT MATERIAL /2" STUCCO OVER PAPER BACKED GALV. METAL LATH OVER SHEATHING FAI 1/2" TYPE X GWB ON TREATED FURRING REINFORCED CONCRETE WALL REINFORCED CONCRETE FOOTING INT. RETAINING WALL @ STEP CONDITION STUCCO OVER PAPER BACKED GALV. METAL LATH OVER SHEATHING STUCCO FORM HEADER (SEE STRUCT.) CONTROL JOINT STUCCO OVER PAPER BACKED GALV, METAL LATH OVER SHEATHING HEADER (SEE STRUCT.) 3 DECK HEADER SECTION &DECK HEADER SECTION SCALE: 1 1 /2" = 1'-0" SCALE: 1 1 /2" = 1'-0" DECK CONNECTION DETAIL SCALE: 1 1 /2" = 1'-0 FIRESTOPPING DETAIL C GARAGE STEP CONDITION 5/4 WD. TRIM (BEYOND) FLASHING "F" (SIMILAR) 3000 PSI LIGHTWEIGHT CONCRETE W/ FIBERMESH REINFORCING OVER SINGLE PLY WATERPROOF MEMBRANE - TURN MEMBRANE UP 6" © WALLS -2" MIN. CONCRETE THICKNESS 3/4" P.T. T & G PLYWOOD 2X10JOIST (2) 5/8" DIA. GALVANIZED STEEL BOLTS ® 2'-0" O.C. STAGGER BOLTS 2" O.C. PROVIDE BLOCKING BETWEEN TRUSSES WHEN TRUSSES RUN IN OPPOSITE DIRECTION (SPACE AS SHOWN BELOW) GALVANIZED JOIST HANGER 5/8" TYPE X EXTERIOR GRADE GWB 2 X 10 CONT. BAND SOLID 2 X 8 BLOCKING TO BE INSTALLED AT TIME OF FLOOR TRUSS INSTALLATION @ EACH BOLT LOCATION STUCCO OVER PAPER BACKED METAL LATH SHEATHING PROVIDE INSULATION CONTINUOUS O ALL UNITS CONCRETE SLAB OVER VAPOR BARRIER COMPACTED SUBGRADE REINFORCED CONCRETE WALL 2 NOT U �ED SCALE: 3= 1'-0" ALL SURFACES OF RAIL PAINTED METAL RAIL (SEE 8/A6.4) ASPHALT (SEE CIVIL) - 8x8x16 CMUS - FILL - CENTER W/ CONCRETE #4 BARS @ 24" O.C. - #3 BARS ® 24" O.C. #3 BARS CONT. IN FOOTING- 3000 PSI CONCRETE FOOTING - FOOTING SHALL BEAR ON ORIGINAL SOIL AND APPROVED BY GEOTECHNICAL ENGINEER ASPHALT SEE CIVIL- Wm I� i a � III=1 I III-1 i • �. A' I i l III I I I=1 11=1 11=1 I i- FACES OF AINTED RAIL SYSTEM ® GROUND FLOOR ONLY AT STEM WALL CONDITIONS -SEE SA1.1 FOR LOCATIONS (RAIL DETAIL 8/A6.4) CONCRETE PORCH SLAB SLOPE TO DRAIN COMPACTED SUBGRADE REINFORCED CONCRETE RETAINING WALL EXT. RETAINING WALL @ STEP CONDITION 4) #4's (CONT.) ilk NOTE: REBAR SHOWN FOR GENERAL INFORMATION ONLY. SUBMIT SHOP DRAWINGS PREPARED BY A PROFESSIONAL RETAINING WALL RETAINING WALLS ENGINEER FOR ALL GARAGE STEP CONDITION SCALE: 1 1 /2" = 1'-0" FIRESTOPPING DETAIL UNIT STEP CONDITION (SEE CIVIL DWGS.) CONTINUOUS SUBFLOOR ACROSS WALL CAVITY TO PROVIDE ADDITIONAL FIRESTOP 5/8" GWB DRAFTSTOP 2 LAYERS 3/4" PLYWOOD OR STRUCTURAL GRADE OSB FIRESTOP CONTINUOUS BLOCKING INSULATION TYPICAL ONE WALL CONCRETE SLAB OVER VAPOR BARRIER COMPACTED SUBGRADE REINFORCED CONCRETE WALL PLANS nEVIEWE"D CITY ',jrrvFRD ARCHITECTS PA 414 West Jones St. Raleigh, NC 27603 r 919/833-6413 919/836-1280 FAX CDA@lNTERPATH.COM Florida License AA-0002571 �` a g. k Jill O 44!! • � o o T Project 97200 Date JAN 25, 1999 Revisions 1 MAR 8, 1999 1 CONTRACT CHANGES Drawn By JMK Checked By Content EXTERIOR DETAILS © 1998 CLINE DAVIS ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITH- OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE DAVIS ARCHITECT, PA r r r r SCALE: 3/4" = 1'-0" see, A6.10 r ELEVATION CHANGES 1. DELETE PREVIOUS CONTROL JOINTS AND ADD CONTROL JOINTS AT EACH STORY LINE AND AT BASE OF GABLES. 2. ADD TRIM BAND BELOW SOFFIT AT ALL LOCATIONS. 3, DELETE ORNAMENTAL BANDING AT BASE OF ALL PORCH OPENINGS 4, DELETE ORNAMENTAL BANDING AT BASE OF BREEZEWAY ENTRY COLUMNS, 5. MODIFY WINDOW, GARAGE DOOR AND PATIO DOOR TRIM. KEAN LLLVA I IUIN SCALE: 1 /8" = 1'-0" n SIDE ELEVATION BUILDING TYPE I SCALE: 1 /8" = 1'-0" l.U[14 IRUL UVIIN I J f I I_- I STORY LINE (TYP.) 414 West Jones St. Raleigh, NC 27603 919/833-6413 919/836-1280 FAX CDA®INTERPATH.COM Florida License,��+��+r,,,,� AA-0002571 ' y' CY� Nu9_ .fiCi�i:l [(• .V. *L� I' CERT. NO, 4014 m rrrrlll��►�� 0 E I r r r r r r. r Project 97200 Date JAN 25, 1999 Revisions MAR 8, 1999 CONTRACT CHANGES r Drawn By JM K, MAD Checked By Content ELEVATIONS BLDG. TYPE I © 1998 CLINE DAVIS ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITH- OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE DAVIS ARCHITECT, PA r FRONT ELEVATION I - I.UN IKUL 'IVIIv I.7 r I STORY LINE (TYP.) BUILDING PLANS REVIEWED CIyy E SANFORD Sheet A 5 ■ 1 r ........... 7fulml MINIM 0 mmmm momm INIMEN SEE CIVIL FOR EXACT LOCATIONS A.1 REAR ELEVATION BUILDING TYPE I SCALE: 1 /8" = 1'-0" ISO! ffmm8mumm N M I UNIT A.2 (1ST FLOOR) UNIT C.1 (2ND & 3RD FLO MEN STEP CONDITION � - FFELL4, 31! . !I UNIT A.2 (1ST FLOOR) UNIT C.1 (2ND & 3RD FLOOR ELEVATION CHANGES 1. DELETE PREVIOUS CONTROL JOINTS AND ADD CONTROL JOINTS AT EACH STORY LINE AND AT BASE OF GABLES. 2. ADD TRIM BAND BELOW SOFFIT AT ALL LOCATIONS. 3. DELETE ORNAMENTAL BANDING AT BASE OF ALL PORCH OPENINGS 4. DELETE ORNAMENTAL BANDING AT BASE OF BREEZEWAY ENTRY COLUMNS. 5. MODIFY WINDOW, GARAGE DOOR AND PATIO DOOR TRIM. NOTE WINDOW TAGS SHOWN FOR HALF OF BUILDING. ■�� ■�■ = = �� I�.N OR Ron ilx!ml 1�.. ill ,, ...:� ILEIME .... .....i .i...... �� MUNI 2ND PLATE HEIGHT 2ND SUB -FLOOR 1ST PLATE HEIGHT 9'-1 1/2" 1 1'-6 3/4" 1 9'-1 1/2" 1 414 West Jones St. Raleigh, NC 27603 919/833-6413 919/836-1280 FAX CDA®INTERPATH. COM``!!III I r rrrJll Florida License # ,� ARC�,��%,1 AA-0002571 o W� CERT. N0. a a a 0 f90m o ^r-7r w e a'00 04111 CARq�41na" Project 97200 Date JAN 25, 1999 Revisions 1 MAR 8, 1999 1 CONTRACT CHANGES Drawn By JM K, M AD Checked By Content ELEVATIONS BLDG. TYPE STEPPED FOUNDATION © 1998 CLINE DAVIS ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITH- OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE DAVIS ARCHITECT, PA r J, f" r r r 11 11 r FRONT ELEVATION BUILDING TYPE I '\� SCALE: 1 /8" = 1 >-0" 0 STEP CONDITION PLANS RFJ'K W .D CITY CIF '.FORD Sheet A5■2 ELEVATION CHANCES 1. DELETE PREVIOUS CONTROL JOINTS AND ADD CONTROL JOINTS AT EACH STORY LINE AND AT BASE OF GABLES, 2. ADD TRIM BAND BELOW SOFFIT AT ALL LOCATIONS. 3. DELETE ORNAMENTAL BANDING AT BASE OF ALL PORCH OPENINGS 4. DELETE ORNAMENTAL BANDING AT BASE OF BREEZEWAY ENTRY COLUMNS. 5. MODIFY WINDOW, GARAGE DOOR AND PATIO DOOR TRIM. � I I III Illlll�llll mom T 14_ UNIT "D.1" UNIT "C 3" r_-,-�.S.IDE ELEVATION BUILDING TYPE III SCALE: 1 /8" = 1'-0" REAR ELEVATION BUILDING TYPE III STORY LINE (TYP.) SCALE: 1 /8" = 1'-0" 111115 MAN son 0111111 I - wflull N 0 1Lmm:!wJm11 m I Is . in 11111 i ii1iii1ii1i11 IN milli1MR MI Mal lm I I I I I I I 1 3 FNAMES EE 4 9 3 A6.4 A6.9 A6.3 UNIT "A.2" (1ST FLOOR) UNIT "A.2" (1ST FLOOR) UNIT "C.1" (2ND & 3RD FLOORS) "BREEZEWAY" UNIT "C.1" (2ND & 3RD FLOORS) EEL; m mom 3 M qmm IN INIMIMIN T "A.1 " 111 PUQ41I I T "C.2" MEAN ROOF HEIGHT 37' - 7" MEAN ROOF HEIGHT 25'-2" 2ND PLATE HEIGHT I SUB-FLOOR� 1ST PLAT HEIGHT 9'-1 1/2" 1 1'-6 3/4" 9'-1 1/2" 1 PlA CIVI 'F �AWFORD 414 West Jones St. Raleigh, NC 27603 919/833-6413 919/836-1280 FAX CDA®INTERPATH.COM 'O,,qq� 1111d))) Florida License #we4eq� .� ARq,;//i''�° AA-0002571 CERT. NO. ° LILJ 7 n � a o Y l Girl, l/ll)/l!)11111 \�i ri7 Project 97200 Date JAN 25, 1999 Revisions MAR 8, 1999 1 CONTRACT CHANGES Drawn By JMK, MAD Checked By Content ELEVATIONS BLDG. TYPE III © 1998 CLINE DAVIS ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITH- OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE DAVIS ARCHITECT, PA 0 r rA r r 11 11 r rA r FRONT ELEVATION BUILDING TYPE III SCALE: 1 /8" = 1'-0" NOTE WINDOW TAGS SHOWN FOR HALF OF BUILDING. Sheet A V ■ V r SEE CIVIL FOR EXACT LOCATIONS UNIT "C.3" -------------- WEE UNIT "A.2" (1ST FLOOR) UNIT "C.1" (2ND & 3RD FLOORS REAR ELEVATION BUILDING TYPE III SCALE: 1 /8" = 1'-0" IIIIIII111 "."_ IIIIIIIIII� I I I I I I I 7- 4 A6.4 "BREEZEWAY" STEP CONDITION FRONT ELEVATION BUILDING TYPE III a � a ___ _ _ _ ____ � o ,off ,,i�ii►. �� ,i�i,► a ol. IIIIIIIIIII,I IIIIIIIIIIII � _V ■ IT "C 2" . m. 3 6.1 T "DA" SIDF FI FVATinN R1 m nwr.. TYPF NIT "C.2" EIGHT PLANS REVIEWED CITY OF SANFORD 2ND PLATE HEIGHT SUB-FL00_� 1ST PLATE HEIGHT NOTE WINDOW TAGS SHOWN FOR HALF OF BUILDING. 9'-1 1 /2" 1 1'-6 3/4'1 9'-1 1 /2"1 414 West Jones St. Raleigh, NC 27603 919/833-6413 919/836-1280 FAX CDA®INTERPATH.COM y`Illlilll7l/,/,® Florida License; AA-0002571 4 u ° _ 8 i 4v14 g a a o jisuo't CAS:00y°y ,////il1111111' Project 97200 Date JAN 25, 1999 Revision S�MAR 8, 1999 1 CONTRACT CHANGES Drawn By JM K, MAD Checked By Content ELEVATIONS BLDG. TYPE III STEPPED FOUNDATION © 1998 CLINE DAVIS ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITH- OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE DAVIS ARCHITECT, PA rA r 79 r r r SCALE: 1 /8" = 1'-0 C�? STEP CONDITION sheet A 5.4 �NE r FIN mgm OEM -0 WIN11 EMIMIMI mmim1mi rm T "C.3" REAR ELEVATION BUILDING TYPE III SCALE: 1 /8" = 1'-0" low ------------ UNIT "A.2" (1ST FLOOR) UNIT "C.1" (2ND & 3RD FLOORS SEE CIVIL FOR EXACT LOCATIONS , @ STEP CONDITION 0111110111111111 LE UNIT "A.2" (1ST FLOOR) "BREEZEWAY" UNIT "CA" (2ND & 3RD FLOOR FRONT ELEVATION BUILDING TYPE III ME mmmm MEE STORY LINE (TYP.) 0011011 M9 UNIT "A.1" d W PLANS REVIEWED CITY OF SANFORD MEAN ROOF HEIGHT 37'- 7" 2ND PLATE HEIGHT 9'-1 1/2" 1 SUB -FLOOR 1'-6 3/4" 1ST PLATE HEIGHT T "C.2" NOTE WINDOW TAGS SHOWN FOR HALF OF BUILDING. 9'-1 1/2" 1 DAVIS ARCHITECTS PA 414 West Jones St. Raleigh, NC 27603 919/833-6413 919/836-1280 FAX CDAOINTERPATH.COM pliS111r01dldd Florida License a��;Ci ddf� £. AA--0002571 ��nw�` v' a `fir Z k0 ;; ` CEc1'?T N'0. ,y L'JF 3 \t Project 97200 Date JAN 25, 1999 Revisions MAR 8, 1999 CONTRACT CHANGES Drawn By JM K, MAD Checked By Content ELEVATIONS BLDG. TYPE III STEPPED FOUNDATION © 1998 CLINE DAVIS ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITH- OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE DAVIS ARCHITECT, PA =„e„ A5.5 r r r r r r r r r r SCALE: 1 /8" = 1'-0" Ca? STEP CONDITION r UNIT "A.4" SInF FI FVATInN RHii nINC-. TYPE V J\iriL1—. I / U — I — V REAR ELEVATION BUILDING TYPE V SCALE: 1 /8" = 1'-0" 1. NMI a 1 -11 LE-Fral WE K41- s`Fm7@#.9 .%7 , A, STORY LINE (TYP.) [WWII mm J -1 mom im IL!m - i IM SIM. A6.2 ZEWAY" UNIT "C1" FRONT ELEVATION BUILDING TYPE V 2ff 3 mp— A6.1 A6., SIM. UNIT "A.3" "BREEZEWAY" UNIT "C.5" MEAN ROOF HEIGHT 38'-2" �J PLANS REVIEWED CITY OF SANFORD MEAN ROOF HEIGHT � 36'-4" PLATE HEIGHT VERIFY 3rd SUB -FLOOR _ 2nd PLATE HEIGHT 2nd SUB -FLOOR 1st PLATE HEIGHT 9'-1 1 /2" 9'-1 1 /2" 414 West Jones St. Raleigh, NC 27603 919/833-6413 919/836-1280 FAX CDA0lNTERPATH.00M e%11i11P11lJ/� Florida License #,�®'°'�j� AR�'s�>��., AA-0002571 ° T. O Y " � 1, a ° a ° n m� � r Q$aO, ! C,i£rJ�1SkPnog oa OG /011111111Wi Project 97200 Date JAN 25, 1999 RevisionsnrnAR 8, 1999 1 CONTRACT CHANGES Drawn By JM K, MAD Checked By Content ELEVATIONS BLDG. TYPE V © 1998 CLINE DAVIS ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITH- OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE DAVIS ARCHITECT, PA see, A5.6 r r r r r r r I"I r r SCALE: 1 /8" = 1'-0" REAR ELEVATION BUILDING TYPE V SCALE: 1 /8" = 1'-0" @ STEP CONDITION SEE CIVIL FOR EXACT LOCATIONS FRONT ELEVATION BUILDING TYPE V SEE CIVIL FOR EXACT LOCATIONS PLANS nr AflBVED CITY Or: 414 West Jones St. Raleigh, NC 27603 919/833-6413 919/836-1280 FAX `��114111i11jrf/ CDA@INTERPATH. CON4 ARCt;/_''�, Florida License'0T AA-0002571 E;0 ° e ,� y�/ 0 ° LC CERT. NC). o 94 - � o i 4, O � °99°oRTlr CAFir111tA;�93� rrrri��iit►�� Project 97200 Date JAN 25, 1999 Revision:��CCINTRACT MAR 8, 1999 CHANGES Drawn By JMK, MAD Checked. By Content ELEVATIONS BLDG. TYPE V STEPPED FOUNDATION @ 1998 CLINE DAVIS ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITH- OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE DAVIS ARCHITECT, PA , , , , , J , , , SCALE: 1 /8" = 1'-0" @ STEP CONDITION Sheet A 5 ■ 7 , RAILS OMITTED FOR CLARITY — MC 10 X 8.4 STRINGER PAINTED 5/4 X 4.TREATED TRIM IMPACT NAIL OR SCREW TO ATTACH AT CONCRETE DECK 3000 PSI LIGHTWEIGHT CONCRETE W/ FIBERMESH REINFORCING —2" MIN. CONCRETE THICKNESS STEEL PAN— "T" MOLDING BEAM (SEE STRUCTURAL) ATTACH STAIRS TO BEAMS PER MFGR'S RECOMMENDATIONS MC 10 X 8.4 STRINGER PAINTED o ALIGN BOTTOM EDGE OF BEAMS BREEZEWAY STAIR DETAIL SCALE: 1 1 /2" = 1'-0" UNIT "D.1" (SEE 8/A6.4) PSI LIGHTWEIGHT CONCRETE IBERMESH REINFORCING OVER PAN MIN, CONCRETE THICKNESS 10LDING PLATE I (SEE STRUCTURAL) WALL L COLUMN (SEE STRUCTURAL) SECTION DETAIL @ LANDING/ BREEZEWAY SCALE: 1 1 /2" = 1'-0" it I I II I! SECTION DETAIL Q LANDING �=l OLUMN D SCALE: 1 1 /2" '-0" SECTION Q STEM WALL STAIR SCALE: 1 /4" = 1'-0" PLAN @ STEM WALL STAIR SCALE: 1 /4" = 1'-0" men O � I Illi� I i�IIIII IIII 0in son Emmons on E 101oNOW o a UNIT "D.2" ( "BREEZEWAY" � UNIT "D.2" aREARELEVATION BUILDING TYPE III SCALE: 1 /8" = 1'-0" STEM WALL © BLDG. 10 REAR ELEVATION BUILDING TYPE I CONDENSING UNITS UNIT "D,1" ELEVATION CHANGES 1. DELETE PREVIOUS CONTROL JOINTS AND ADD CONTROL JOINTS AT EACH STORY LINE AND AT BASE OF GABLES. 2. ADD TRIM BAND BELOW SOFFIT AT ALL LOCATIONS. 3. DELETE ORNAMENTAL BANDING AT BASE OF ALL PORCH OPENINGS 4. DELETE ORNAMENTAL BANDING AT BASE OF BREEZEWAY ENTRY COLUMNS. 5. MODIFY WINDOW, GARAGE DOOR AND PATIO DOOR TRIM. S CITY OF SANFORD. NOTE WINDOW TAGS SHOWN FOR HALF OF BUILDING. 414 West Jones St. Raleigh, NC 27603 919/833-6413 919/836-1280 FAX CDA®INTERPATH.COM �,eti►+++++re,a�� Florida License #R9��+, ARC',,,j��,,� AA-0002571 .h y`- CERT. NO. 4 "r D i B � Project 97200 Date JAN 25, 1999 Revisions, MAR 8, 1999 ' � CONTRACT CHANGES Drawn By JM K, MAD Checked By Content ELEVATIONS BLDG. TYPE I STEM WALLS Q 1995 CLINE DAVIS ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITH- OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE DAVIS ARCHITECT, PA see„ A5.8 r 11 r r r 0 SCALE: 1 /8" = 1'-0" STEM WALL ® BLDG. 7 & 8 FIRE EXTINGUISHER CABINET — MOUNT BOTTOM OF CABINET AT 36" AFF BOTTOM OF CABINET AT 36" AFF L.V v I t_v 1 1 V V 11 1 I— 1 TYPICAL 1 ST LEVEL PLAN SCALE: 3/32" — 1'-0" PLANIS CITY U"" .1)NFORD �`—� SCALE: 3/32" = 1'-0" r C IN DAVIS ARCHITECTS PA 414 West Jones St. Raleigh, NC 27603 919/833-6413 919/836-1280 FAX r CDA®INTERPATH. COM Florida License #1�1%'Il lilt/// , AA-0002571 >s�` ,o��R n a .111 u • �.tv.:. G v . :� W � m fi+1,� -ram o � fl s a TT��11l1111��1 r �7 • 0 w Project 97200 Date JAN 25, 1999 Revisions MAR 8, 1999 1 CONTRACT CHANGES Drawn By JMK Checked By Content BUILDING PLANS BLDG. TYPE I © 1998 CLINE DAVIS ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS, THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITH— OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE DAVIS ARCHITECT, PA sheet A4.1 9 r r r r r 59 r. r KEY: SYMBOL KEY: GUTTERS AND DOWNSPOUTS ATTIC DRAFSTOPPING ROOF VENTS ATTIC ACCESS DS ❑ ❑ ❑ ❑ DI NOTES: 1, GUTTERS AND DOWNSPOUTS SHOWN FOR LEFTHAND SIDE OF BUILDING ARE TYPICAL FOR ENTIRE BUILDING AT TYPICAL LOCATIONS. GUTTERS AND DOWNSPOUTS SHOWN FOR RIGHTHAND SIDE OF BUILDING ARE TYPICAL FOR ENTIRE BUILDING ONLY WHEN BUILDING IS LOCATED AT STEM WALL. SEE SITE PLAN FOR PARTICULAR LOCATIONS. 2. DRAFTSTOPPING SHOWN FOR 1/2 BUILDING ARE TYPICAL FOR THE ENTIRE BUILDING. 3. ROOF VENTS SHOWN FOR 1 /2 BUILDING ARE TYPICAL FOR THE ENTIRE BUILDING. 4. ATTIC ACCESS SHOWN FOR 1 /2 BUILDING ARE TYPICAL FOR THE ENTIRE BUILDING. (SEE DETAIL) VENTILATION CALCULATIONS BUILDING TYPE I - AREA A 1183 SF REQUIRED VENTILATION 1 SF PER 150 SF: 1183/300 = 7.8867 SF SOFFIT AND RIDGE 1 SF PER 300 SF EACH: 1183/600 = 3.9433 SF SOFFIT VENT PROVIDED: 22 LF SOFFIT VENT FREE AREA: 13.2 SI/LF or 0.0917 SF/LF SOFFIT VENT TOTAL: 0.0916 X 22 LF = 2.0166 SF ROOF VENTS PROVIDED 9 X 35 SI EA = 2.1875 SF NET FREE VENTILATING AREA: 4.2042 SF BUILDING TYPE I - AREA B 2667 SF REQUIRED VENTILATION 1 SF PER 150 SF: 2667/300 = 17.7800 SF SOFFIT AND RIDGE 1 SF PER 300 SF EACH: 2667/600 = 8.8900 SF SOFFIT VENT PROVIDED: 49 LF SOFFIT VENT FREE AREA: 13.2 SI/LF or 0.0917 SF/LF SOFFIT VENT TOTAL: 0.0916 X 49 LF = 4,4916 SF ROOF VENTS PROVIDED 19 X 35 SI EA = 4.6180 SF NET FREE VENTILATING AREA: 9.1097 SF BUILDING TYPE I - AREA C 2656 SF REQUIRED VENTILATION 1 SF PER 150 SF: 2656/300 = 17.7067 SF SOFFIT AND RIDGE 1 SF PER 300 SF EACH: 2656/600 = 8.8533 SF SOFFIT VENT PROVIDED: 49 LF SOFFIT VENT FREE AREA: 13.2 SI/LF or 0.0917 SF/LF SOFFIT VENT TOTAL: 0.0916 X 49 LF = 4.4916 SF ROOF VENTS PROVIDED 19 X 35 SI EA = 4.6180 SF NET FREE VENTILATING AREA: 9.1097 SF BUILDING TYPE I - AREA D 750 SF REQUIRED VENTILATION 1 SF PER 150 SF: 750/300 = 5.0000 SF SOFFIT AND RIDGE 1 SF PER 300 SF EACH: 750/600 = 2.5000 SF SOFFIT VENT PROVIDED: 14 LF SOFFIT VENT FREE AREA: 13.2 SI/LF or 0.0917 SF/LF SOFFIT VENT TOTAL: 0.0916 X 14 LF = 1.2833 SF ROOF VENTS PROVIDED 6 X 35 SI EA = 1.4583 SF NET FREE VENTILATING AREA: 2.7417 SF ROOF VENT - INSTALL PER MANUFACTURER'S INSTRUCTIONS i 7�� t i UNIT "D.1 l'❑ S, ❑ L=, AREA B - 2667 5F. tr it ATTIC ACCESS I;1 I ? ° ° UNft 00C.2" It It ❑ AREA A - 1183 SF. 1 i' ff if it -��-- -- t t _ t Ii ❑ l BUILDING TYPE I TYPICAL 3RD LEVEL PLAN SCALE: 3/32" = 1'-0" GUTTERS - SEE NOTE 1 DELETED 2-HOUR WALL ADDED DRAFTS TOP DS D DS RIDGEDS II u it JL Ii {•�- �(--- ,- 7. UNIT "C. 4" i ;; . �, ;✓_; w \; I li !ii/ �-1 ti �` !1 I I y !; li (r JP z\Q I , ■ ri -_ c�o ,( UNIT » D 1 'rJ/ ' UNIT C.4 t� !h- if DRAFTSTOP- { i•` tli li 1/2' GWB EACH SIDE OF TRUSQ " t� II �L Ji._ i - -- - -- - - - Ir -IF (r 11 °_y r ❑ F3j`�-- L- _ . I �i i' �- --_mot-. - ._ � _._' __:.-= "_.:-..___ _ _-__+ =--- _---' - _ -_ -_ ._ -- -- -- i; RIDGE CIE t;( 11 ( It ❑ I -I( F' ( jE I�- -:- -r -„---(�- rIr ;i ; N ❑ ❑ ❑ ❑ ❑ It - i tl aif f I! l ii 11 5 J II I I 4 1❑ ! { It ❑ ❑ ❑ RIDGE t II"` 1�\OCR „ li I READ 750 SF. , r 3 !' z _ s ;• { J II ' L tl _l1 11- -If -'' h ':' _- 1 �� ; t _ _ I --UNIT C.1 ---- ( „ �.:(.__ T: !-_ ! LL UNIT C.1 -_ i 'UNIT A.1 i�_ ___ .. i - i$t AREA C - 2656 SF. d � P ,; 1{_..:. ❑ Jr-- I " „ �Q UNIT A.1 �' - DRAFTSTOP- I 1 n i ❑ p ❑ - - `t q�C !, /4G� j1 tt CI \ i i6i !I I 1 DRAFTSTOP- t/2" GWB EACH ' ❑ ! r 5:1 SIDE OF TRUSS it ia{ it i� -.. , I==' '==,t ( ❑ i I 1/2" GWB EACH_- Ij{i 5:1 Irl i �l ODE OF TRUSS o 'o {. 1 1Ono, 11� if I � ❑ L-- - - -- ._- _-- .J- it c.-:: :=1 I yI DS ' .. ❑ it Il di F 5 12 it ? , , , 5:1 " UNIT POC.2'$ I ' ,5:12 ❑ DS I ! If ;! li , II y,=I ' � t ! o I_. I it 5 it X0 BUILDING TYPE I TYPICAL ROOF PLAN DS N IDS 5 1 414 West Jones St. Raleigh, NC 27603 919/833-6413 919/836-1280 FAX CDA®INTERPATH.COM Florida License kCitiIIIIIII,,Ir AA-0002571 ,`'�. , ARP 0w GC�r>i m� ' r1. NO. _. �', O 3 f r,,111111l1li110�� Project 97200 Date JAN 25, 1999 Revisions MAR 8, 1999 CONTRACT CHANGES Drawn By JMK Checked By Content BUILDING PLANS BLDG. TYPE I © 1998 CLINE DAVIS ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITH- OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE DAVIS ARCHITECT, PA 0 r r r rI r r r r SCALE: 3/32" = 1'-0" Ce 9 \ - 11CORD, Sheet i!T■2 BUILDING TYPE III TYPICAL 1ST LEVEL PLAN SCALE: 3/32" = 1'-0" �✓ JV/-1LG: J,/ JL = I _ u CABINET - MOUNT F AT 36" AFF PANS. REVIEWED CITY OF SANFORD C INE DAVIS ARCHITECTS PA 414 West Jones St. Raleigh, NC 27603 919/833-6413 919/836-1280 FAX CDA®INTERPATH.COM Florida License 91011tt"l'®l/,, AA-0002571 ``"1� �'' CERI . I� t�. ° 6 y � o a .."ril CAR�L�� ri7 Project 97200 I 0 0 Date JAN 25, 1999 Revisions MAR 8, 1999 1 CONTRACT CHANGES Drawn By JMK Checked By Content BUILDING PLANS BUILDING TYPE III © 1998 CLINE DAVIS ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITH— OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE DAVIS ARCHITECT, PA Sheet A 4 s 3 6 r r r r r r r r r r f K EY: SYMBOL KEY: GUTTERS AND DOWNSPOUTS ATTIC DRAFSTOPPING DS ROOF VENTS ❑ ❑ ❑ ❑ ATTIC ACCESS H NOTES: 1. GUTTERS AND DOWNSPOUTS SHOWN FOR LEFTHAND SIDE OF BUILDING ARE TYPICAL FOR ENTIRE BUILDING AT TYPICAL LOCATIONS. GUTTERS AND DOWNSPOUTS SHOWN FOR RIGHTHAND SIDE OF BUILDING ARE TYPICAL FOR ENTIRE BUILDING ONLY WHEN BUILDING IS LOCATED AT STEM WALL. SEE SITE PLAN FOR PARTICULAR LOCATIONS, 2. DRAFTSTOPPING SHOWN FOR 1/2 BUILDING ARE TYPICAL FOR THE ENTIRE BUILDING. 3. ROOF VENTS SHOWN FOR 1 /2 BUILDING ARE TYPICAL FOR THE ENTIRE BUILDING, 4. ATTIC ACCESS SHOWN FOR 1 /2 BUILDING ARE TYPICAL FOR THE ENTIRE BUILDING. (SEE DETAIL) VENTILATION CALCULATION BUILDING TYPE III - AREA A 1183 SF REQUIRED VENTILATION 1 SF PER 150 SF: 1183/300 = 7.8867 SF SOFFIT AND RIDGE 1 SF PER 300 SF EACH: 1183/600 = 3.9433 SF SOFFIT VENT PROVIDED: 22 LF SOFFIT VENT FREE AREA: 13.2 SI/LF or 0.0917 SF/LF SOFFIT VENT TOTAL: 0.0916 X 22 LF = 2.0166 SF ROOF VENTS PROVIDED 9 X 35 SI EA = 2.1875 SF NET FREE VENTILATING AREA: 4.2042 SF BUILDING TYPE III - AREA B 2667 SF REQUIRED VENTILATION 1 SF PER 150 SF: 2667/300 = 17.7800 SF SOFFIT AND RIDGE 1 SF PER 300 SF EACH: 2667/600 = 8,8900 SF SOFFIT VENT PROVIDED: 49 LF SOFFIT VENT FREE AREA: 13.2 SI/LF or 0.0917 SF/LF SOFFIT VENT TOTAL: 0.0916 X 49 LF = 4.4916 SF ROOF VENTS PROVIDED 19 X 35 SI EA = 4.6180 SF NET FREE VENTILATING AREA: 9.1097 SF BUILDING TYPE III - AREA C 2656 SF REQUIRED VENTILATION 1 SF PER 150 SF: 2656/300 = 17.7067 SF SOFFIT AND RIDGE 1 SF PER 300 SF EACH: 2656/600 = 8.8533 SF SOFFIT VENT PROVIDED: 49 LF SOFFIT VENT FREE AREA: 13.2 SI/LF or 0.0917 SF/LF SOFFIT VENT TOTAL: 0.0916 X 49 LF = 4.4916 SF ROOF VENTS PROVIDED 19 X 35 SI EA = 4.6180 SF NET FREE VENTILATING AREA: 9.1097 SF BUILDING TYPE III - AREA D 750 SF REQUIRED VENTILATION 1 SF PER 150 SF: 750/300 = 5,0000 SF SOFFIT AND RIDGE 1 SF PER 300 SF EACH: 750/600 = 2.5000 SF SOFFIT VENT PROVIDED: 14 LF SOFFIT VENT FREE AREA: 13.2 SI/LF or 0.0917 SF/LF SOFFIT VENT TOTAL: 0.0916 X 14 LF = 1.2833 SF ROOF VENTS PROVIDED 6 X 35 SI EA = 1.4583 SF NET FREE VENTILATING AREA: 2.7417 SF BUILDING TYPE III - AREA E 2980 SF REQUIRED VENTILATION 1 SF PER 150 SF: 2980/300 = 19.8667 SF SOFFIT AND RIDGE 1 SF PER 300 SF EACH: 2980/600 = 9.9333 SF SOFFIT VENT PROVIDED: 55 LF SOFFIT VENT FREE AREA: 13.2 SI/LF or 0.0917 SF/LF SOFFIT VENT TOTAL: 0.0916 X 55 LF = 5.0416 SF ROOF VENTS PROVIDED 21 X 35 SI EA = 5.1041 SF NET FREE VENTILATING AREA: 10.1458 SF 1 I I r I�hL LG VCL rLMIN SCALE: 3/32 = 1'-0" BUILDING TYPE III TYPICAL ROOF PLAN SCALE: 3/32" = 1'-0" DS 414 West Jones St. Raleigh, NC 27603 919/833-6413 919/836-1280 FAX CDA®INTERPATH.COM Florida License if�1�1lfIf►ll/, AA-0002571 ell CERT.Nt . 01 r, a � a b _ � °aU�rN CAP.p�1i:r�u� ham` D7yo�a o®ys �' +.o ri7 Project 97200 Date JAN 25, 1999 Revisions MAR 8, 1999 1 CONTRACT CHANGES Z�L 4/9/99 CORRECTIONS Drawn By JM K Checked By Content BUILDING PLANS BLDG. TYPE III © 1998 CLINE DAVIS ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITH- OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE DAVIS ARCHITECT, PA Sheet A4■4 ri r r r r r r r r r '-1Olt 17'-8 1 /2" 39'-9 1 /2" 34'-6" 10'-0" 40'-6" I 1/z BUILDING TYPE V TYPICAL 1ST LEVEL PLAN SCALE: 3/32' = 1 '— 0" xbldg5-2 BUILDING TYPE V TYPICAL 2ND LEVEL PLAN SCALE: 3/32" - 1'-0 d- i Lo n s xbldg5--1 PU'H5 R'VIEWED CITY OF SANFORD NOTES: 1, SEE SA1.1 AND SA1.2 FOR BUILDING QUANTITY, BUILDING LOCATION, PLACEMENT OF HC UNITS, AND FIREPLACE ASSIGNMENTS. 2. SEE SA1.3 FOR GARAGE ASSIGNMENTS. C IN DAVIS ARCHITECTS PA ' 414 West Jones St. Raleigh, NC 27603 919/833-6413 919/836-1280 FAX CDA®INTERPATH.COM Florida License #0111"' 1111ir AA-0002571 � � ARC/I/�,'�'d,, y ®yrmay e (✓EIR I . NO. m a m r�� 9 a y M Y 9m o �i ads�%H CAftO�nY�ya �w 41lCs1, '//1Illtllt�� V] • rm� O Project 97200 Date JAN 25, 1999 Revisions MAR 8, 1999 1 CONTRACT CHANGES Drawn By JM K Checked By Content BUILDING PLANS BUILDING TYPE V O 1998 CLINE DAVIS ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY' RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGEDIi OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITH— OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE_ DAVIS ARCHITECT, PA Sheet A 4 ■ 5 D r r r r r r f KEY: SYMBOL KEY: GUTTERS AND DOWNSPOUTS ATTIC DRAFSTOPPING ROOF VENTS ATTIC ACCESS DS ❑ ❑ ❑ ❑ DI NOTES: 1. GUTTERS AND DOWNSPOUTS SHOWN FOR LEFTHAND SIDE OF BUILDING ARE TYPICAL FOR ENTIRE BUILDING AT TYPICAL LOCATIONS. GUTTERS AND DOWNSPOUTS SHOWN FOR RIGHTHAND SIDE OF BUILDING ARE TYPICAL FOR ENTIRE BUILDING ONLY WHEN BUILDING IS LOCATED AT STEM WALL. SEE SITE PLAN FOR PARTICULAR LOCATIONS. 2. DRAFTSTOPPING SHOWN FOR 1/2 BUILDING ARE TYPICAL FOR THE ENTIRE BUILDING. 3. ROOF VENTS SHOWN FOR 1/2 BUILDING ARE TYPICAL FOR THE ENTIRE BUILDING. 4. ATTIC ACCESS SHOWN FOR 1 /2 BUILDING ARE TYPICAL FOR THE ENTIRE BUILDING. (SEE DETAIL) VENTILATION CALCULATIONS BUILDING TYPE V - AREA A 2732 SF REQUIRED VENTILATION 1 SF PER 150 SF: 2732/300 = 18.2133 SF SOFFIT AND RIDGE 1 SF PER 300 SF EACH: 2732/600 = 9.1067 SF SOFFIT VENT PROVIDED: 50 LF SOFFIT VENT FREE AREA: 13.2 SI/LF or 0.0917 SF/LF SOFFIT VENT TOTAL: 0.0916 X 50 LF = 4.5833 SF ROOF VENTS PROVIDED 19 X 35 SI EA = 4.6180 SF NET FREE VENTILATING AREA: 9.2014 SF BUILDING TYPE V - AREA B 2813 SF REQUIRED VENTILATION 1 SF PER 150 SF: 2813/300 = 18.7533 SF SOFFIT AND RIDGE 1 SF PER 300 SF EACH: 2813/600 = 9.3767 SF SOFFIT VENT PROVIDED: 52 LF SOFFIT VENT FREE AREA: 13.2 SI/LF or 0.0917 SF/LF SOFFIT VENT TOTAL: 0.0916 X 52 LF = 4.7666 SF ROOF VENTS PROVIDED 20 X 35 SI EA = 4.8611 SF NET FREE VENTILATING AREA: 9.6275 SF BUILDING TYPE V - AREA C 2269 SF REQUIRED VENTILATION 1 SF PER 150 SF: 2269/300 = 15.1267 SF SOFFIT AND RIDGE 1 SF PER 300 SF EACH: 2269/600 = 7.5633 SF SOFFIT VENT PROVIDED: 42 LF SOFFIT VENT FREE AREA: 13.2 SI/LF or 0.0917 SF/LF SOFFIT VENT TOTAL: 0.0916 X 42 LF = 3.85 SF ROOF VENTS PROVIDED 16 X 35 SI EA = 3.8888 SF NET FREE VENTILATING AREA: 7.7389 SF BUILDING TYPE V - AREA D 2877 SF REQUIRED VENTILATION 1 SF PER 150 SF: 2877/300 = 19.1800 SF SOFFIT AND RIDGE 1 SF PER 300 SF EACH: 2877/600 = 9.5900 SF SOFFIT VENT PROVIDED: 53 LF SOFFIT VENT FREE AREA: 13.2 SI/LF or 0.0917 SF/LF SOFFIT VENT TOTAL: 0.0916 X 53 LF = 4.8583 SF ROOF VENTS PROVIDED 20 X 35 SI EA = 4.8611 SF NET FREE VENTILATING AREA: 9.7194 SF DS ROOF VENT- INSTALL PER MANUFACTURER'S MI TAI IrTI MC BUILDING TYPE V TYPICAL 3RD LEVEL PLAN SCALE: 3/32" - 1'-0" BUILDING TYPE V TYPICAL ROOF PLAN xbldg5- 3 S S PLAN!') I EVIEWED CITY Of SANF RD C IN DAVI-S ARCHITECTS PA 414 West Jones St. Raleigh, NC 27603 919/833-6413 919/836-1280 FAX CDA®INTERPATH.COM Florida License AA-0002571 ARC ° u a CER"F. N0. 3 b 49 0 a xt y . u y U r Project 97200 Date JAN 25, 1999 Revisions MAR 8, 1999 1 CONTRACT CHANGES Drawn By JMK Checked By Content BUILDING PLANS BLDG. TYPE V © 1998 CLINE DAVIS ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITH- OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE DAVIS ARCHITECT, PA r f f f f f f f f f SCALE: 3/32" - 1'-0" Sheet /9T■6 PLASTIC LAM, SHELF HOOD W/ EXHAUST FAN AND LIGHT P. LAM. COUNTER TOP W/ 4" BACK SPLASH — (TYP. ) KITCHEN ELEVATION SCALE: 1 /4" FURR DOWN (, EE PLAN A1.2 /,-2CABINET MOUNTING WALL o�, ------ I I i I 1 ALIGN IT E LIVING ROOM COMPUTER DESK AREA BEYOND (SEE F) LIVING ROOM ELEVATION SCALE: 1 /4" ,� CROWN MOLD DET. SCALE: 3" = 1'-0" 4" TILE CERAMIC TOWEL. BAR 2" BULLNOSE SHOWER ROD 6 -6 A.F.F. UPPER SOAP DISH 4" TILE LOWER SOAP DISH t I N L.-_-TUBJ TUB DETAIL TYP . BATHTUB ELEV.. SCALE: 1 /4" = 1'-0" (NOTE: ALL BATHTUBS SIMILAR) 2 A1.1 SEE 7/A6.5 FOR SIMILAR CONDITION -------------------\ 6'-0 1/2" 3'-6" I FIELD VERIFY LANDING I rn PLASTIC LAMINATE COUNTER TOP W iv PROVIDE 2" 4 WIRE MGMT. GROMMET IN VARIES COUNTERTOP SEE FLOOR PLANS WOOD BASE -TYPICAL COMP. DESK ELEV. SCALE: 1 /4" = 1'-0" ' RAILING, TY1\ UP TO LANDING �UP 3)1EQ. CLOSDED RISERS S SH N 1�1 1/I1.1 I 4/A6.7 — - - -- — I 2X4 HALF WALL TOP 2'-10" AB. STEPS SEE I I SECTION 1 /A6.4 I I �-- / — — — — — — — — — — — — — — — T I 1- I z_ W IIW co I ® -2'-0" z I� alt. JIM 11 NOTE: THIS UNIT'S SLAB IS 2' BELOW A.2 UNIT (SEE SA1.2 FOR LOCATIONS) UNIT "A.1 " ALT— GARAGE PLAN SCALE: 1 /4" — 1'-0" l 9'-6" ............................:�N ��1 � _ - I I T T- ___1-' REF ioI I� C-4 ! � toI -A vj NO ! I LIN 2R 2S 11 5S 5'-1 3/4" 7 1/4" 22 2" Icn rn _ WALL ABOVE ,r I - -\ & BELOW. I� r� d 2'-5 1/2" 6'-1 1/2" DN TO FO ER M 4'-0" 3'-7' F ® 16 COMP. ®1 DESK 6 N I� D II I I) \ N II w II o 3' 7" 15'-5 1/2" 13'-0 1/2" I Z ... I ............ .... ... ..... ...... O L O � 3A EQ. Q. 2'- 2" 3'-0 1/2" o in ' ( d � I 9'-4" A6.8 W-11" 1 -4 12'-0" 1'-4" 11 12'- 4" 1 BRM/1 BATH 784 SF- UNIT UNIT "A.1 "—FLOOR PLAN 143 SF — FOYER/ STAIR SCALE: 1 /4" N 1,-7" 11.^1 4'-9,. 10 M 0 927 SF TOTAL HEATED SF NOTE DOTTED LINE INDICATE XTENT OF 1 PIECE o rz ice'Eti 12" FURR DOWN WHERE SHADED r l (VERIFY FURR DOWN DIMENSIONS W/ HVAC) 18" FURR DOWN WHERE HATCHED (VERIFY FURR DOWN DIMENSIONS W/ HVAC) 2 A1.1 /------------------\ 16'-5 1/2" 12'-0 1/2 I I 4/A6.7 I (17) EQ, CLOSED RISER I i I I PROVIDE DRAFTSTOPPING IN FLOOR I 2X4 HALF WALL TOP Q SYSTEM OVER ALL WALLS BETWEEN 2'-10" AB. STEPS SEE GARAGES AND BETWEEN GARAGES I SECTION 1 /A6.4 1 -10 1/1 I AND LIVING UNITS — — — — — — — — — — — — — — — / w @-' -- - - -- a�I- a -- -- Ln z _ o w I Li Q+az{ FE ■ UNIT A.1 2ND FLOOR Ael 11'-5" UNIT C.4 2ND FLOOR OR UNIT D.2 2ND FLOOR 12'-0 1/2" 12 -4 11 A6.8 BOLLARDS: SEE 7/A6.9 UNIT "A.1 "- GARAGE PLAN 2 CAR GARAGE SCALE: 1 /4" = 1'-0" 700 SF 1'-4 co I N I PREVIEWED PLUIJIS CITY OE SANFORD r INE DAVIS ARCHITECTS PA 414 West Jones St. ' Raleigh, NC 27603 919/833-6413 919/836-1280 FAX CDA®INTERPATH.CgM ►rrrrr Florida License,,', AA-0002571. r �' m�ooane s CERT. NO, d 4' 40" 1Q 7)1 a 'i CARO' /i/ /� oy®saaeomm ri p,a ,��rrrrtllttll��` 51e4� • rmmq C) CCU U C) Project 97200 Date JAN 25, 1999 Revisions MAR 8, 1999 1 CONTRACT CHANGES Drawn By JMK Checked By Content FLOOR PLAN © 1998 CLINE DAVIS ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITH- OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE DAVIS ARCHITECT, PA Sheet Alml r rm r r PLASTIC LAM. SHELF CABINET E 12" DEEP WIRE SHELF BAR TOP. P. LAM. C HOOD W/ EXHAUST FAN W1 4" BA AND LIGHT P. LAM. COUNTER TOP S. S. SINI W/ 4" BACK SPLASH BASE CAE BASE CABINET UNDERCOI DISH WASH KITCHEN ELEVATION SCALE: 1 /4" = 1'-0" :AD E WD. ;ABINET TO ALLOW FOR IN SPLASH BACKSPLASH FINISH, TYP D RETURN WALL ® PENINSULA BARS ONLY-2X4 Q RETURNS CABINETRY DETAIL KITCHEN PENINSULA BULKHEAD DETAIL SCALE: 1 1 /2" = 1'-0" KITCHEN ELEVATION SCALE: 1 /4" = 1'-0" 2) 3/8" DIA. THROUGH- 8 EACH LOCATION FLOOR TRUSSES 2 X 6 BLOCKING AT TRUSS 5/8" TYPE X GWB OVER RESILIENT CHANNELS 2 X 4 FRAMING _/8" TYPE X GWB ALL SIDES FURR DOWN SEE PLAN LIGHTING -CENTER ON LAVATORY CULTURED MARBLE COUNTER KJJRROR„ AND BOWL 60 X 42 (FIELD VERIFY) B 48 - T.P. HOLDER (RECESSED) B1r1A 1C WOOD BASE -TYPICAL C BATHROOM ELEV. LOW WALL WITH EC940 WOOD MOLDING AND 1X6 CAP - MATCH HEIGHT WITH KITCHEN BAR TOP PLASTIC LAMINATE COUNTER TOP 3" P-LAM SKIRT PROVIDE 2" D WIRE MGMT. GROMMET IN COUNTERTOP WOOD BASE -TYPICAL COMP. DESK ELEV. SCALE: 1 /4" = 1'-0" e -�K UUVVN PLAN CERAMIC TOWEL BAR 4 CERAMIC TILE TO 6'-0" W LLNOSE (ALIGN GROUT JOINTS) OWER ROD OWER SOAP DISH THTUB SOAP DISH ---TUB DETAIL (11/A6.9) TYP. BATHTUB ELEV. SCALE: 1 /4" = 1' 0" A'-O" FIAT CFII IN(; �-OPEN-tea 12" DEEP P. LAM. BAR TOP CABINETS ❑ ❑ ❑ LIVING ROOM ELEVATION SCALE: 1 /4" = 1'-0" 41'-6 1 /2" 9'-2" 8 1/2-1 1'-11 3'-7" $ 1/2 9'-7" 9L1l,, 9`_7`° 1i �I� NOTE DOTTED LINE INDICATE XTENT OF 1 PIECE 0 12" FURR DOWN WHERE SHAD�11 .: (VERIFY FURR DOWN DIMENSIONS ) 18" FURR DOWN WHERE HATCHED (VERIFY FURR DOWN DIMENSIONS W/ HVAC) UNIT "A.2"-FLOOR PLAN SCALE: 1 /4" = 1'-0" OF 4 tNFOIRD 1 BRM/1 BATH 789 SF— UNIT 303 SF— 1 CAR GARAGE CLINE uAVIS ARCHITECTS P A 414 West Jones St. Raleigh, NC 27603 r 919/833-6413 919/836-1280 FAX CDAOINTERPATH.COVo l l I fit,, Florida LicenseARCtoI r, AA-000257145 ,6;yr,:`d1E:C717a4" i SO °' CERT. N0. d 494a 6CAR01.�na [[Illi1 �I Project 97200 Date JAN 25, 1999 Revisions MAR 8, 1999 CONTRACT CHANGES Drawn By JMK Checked By Content FLOOR PLAN O 1998 CLINE DAVIS ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITH- OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE DAVIS ARCHITECT, PA - shee< A1.2 a r. r r r J r r. i PLASTIC LAM, SHELF KITCHEN ELEVATION SCALE: 1 /4" = 1'-0" GYPSUM BOARD BLOCKING AS REQUIRED — STANDARDS SHELF NOTE: PLAM SHELVES TO BE SUPPORTED ON KNAPE & VOGT MFG. CO. 255AL (PREFINISHED WHITE) STANDARDS WITH #256 SUPPORT CLIPS. MOUNT STANDARDS ON EACH SIDE OF SHELF ENCLOSURE. SHELF SUPPORT BEYOND — SEE NOTE ABOVE. ADJ. SHELF DETAIL SCALE: 3" = 1'-0" 8 � r r t 11 E-1 .". -�-I` -�T 17�TIT- --i r- I I "! _h 60 XMIRROR 42 (FIELD VERIFY) ao- FIXED - B 113 OPE TUB 4X4 CERAMIC TILE TO 6'-0" W/ BULLNOSE (ALIGN GROUT JOINTS) — SHOWER CURTAIN ROD — SOAP DISH — LIGHTING -CENTER ON LAVATORY T.P. HOLDER (RECESSED) WOOD BASE -TYPICAL TUB DETAIL (11/A6.9) BATHROOM ELEVATION SCALE: 1 /4" = 1'-0" PROVIDE 2 1 /2" 0 WIRE MGMT, GROMMET IN COUNTERTOP PLASTIC LAMINATE COUNTER TOP WOOD BASE -TYPICAL COMP. DESK ELEV. SCALE: 1 /4" = 1'70" FURR DOWN SEE PLAN CABINET END WALL 12" DEEP P. LAM, BAR TOP. P. LAM, COUNTER TOP W/ 4" BACK SPLASH S. S. SINK BASE CABINET OPEN W 15 t 15 e 1115 15 yJ 1 BLIND N OPEN CORNER I CAB. to n�FID i1 0 I I 7.r) I B7 KIn TCN ELE_=_ V. ' - - SIMILAR) 4X4 CERAMIC TILE TO 6'-0" W/ BULLNOSE (ALIGN GROUT JOINTS) SHOWER CURTAIN ROD SOAP DISH LIGHTING -CENTER ON LAVATORY NI �. �-L MIRROR 48 X 42 (FIELD VERIFY) cp - FIXED TU B ED T.P. HOLDER (RECESS) WOOD BASE -TYPICAL TUB DETAIL (11/A6.9) BATHROOM ELEVATION qrALE: 1 /4" = 1'-0" (E) NOT USED SCALE: 1 /4" = 1'-0" 'LASTIC LAM. SHELF CABINET END WALL '**_� OPEN 1 ILW 3915 1 W 311 5 11 I 12" DEEP P. LAM. BAR TOP. r OPEN I I 100D W/ EXHAUST FAN P. LAM, COUNTER TO AD LIGHT W/ 4" BACK SPLASH "" a O FIXEI FIXEQ I- P. LAM. COUNTER TOP S. S. SINK W/ 4" BACK SPLASH B 33 B 24 I (TYP.) BASE CABINET UNDERCOUNTER DISHWASHER 11 KITCHEN ELEVATION KITCHEN V. SCALE: 1/4" — 1'-0" / A6.8 J SCALE: 1 4" = 1'-0" 12 LIVING ROOM ELEVATION SCALE: 1 /4" — 1'-0" 4" TILE CERAMIC TOWEL BAR 2" BULLNOSE SNOW„ER ROD 6 =6 A.F.F. UPPER SOAP DISH 4" TILE LOWER SOAP DISH L_._TUBJ TUB DETAIL (11/A6.9) TYP . BATHTUB ELEV. SCALE: 1 /4" = 1'-0" (NOTE: ALL BATHTUBS SIMILAR) NOTE DOTTED LINE INDICAT XTENT OF 1 PIECE 0 %c<:t 12" FURR DOWN WHERE SHADED (VERIFY FURR DOWN DIMENSIONS W/ HVAC) N 18" FURR DOWN WHERE HATCHED (VERIFY FURR DOWN DIMENSIONS W/ HVAC) 34' - 6" rl-,�.UN.1_1 "A.3"- 1ST, 2ND & 3RD FLOOR PLAN SCALE: 1 /4" — 1'-0" 1 BRM/1 BATH 778 SF- UNIT i. 11 1'-4" 4'-8 3/4" 1 -4 7'-2 3/4" „ 1'-6 1/2' 13'-11 A6.8 _ 6'-4 1 /2" 6'-6 1 /2„ i......... .. 8 4 7 3/4" 7 . THIRD FLOOR�p 3, _ 6' 2 _1 /4" 1ST & 2ND FLOORO EQ. EQ.TO I �r '. o N 7'-0 3/4" i0 \ w 3'_4. I M 2'-10 3/4" to-�_ - -T-- -- 4 :4 o I.. .................... 4'-4 1/4" 6'-6 1/4 1.-6" 3'-7' N 7'-3 1/2" w frc � =; \ ------- 1R 1S �- I \_ LO r �rx I D.W.HOT 5S 00 - , — W. 7 I-- THIRD FLOOR --- - - ------ -.._. -- I--- N o OI ST & 2ND FLOOR 3 -7 9' 3" I ; 31-0" i o I 2 w REF D, „ N N _ -- -- -- —1S © _ 1R is I i I I � I _III M NI I Al. L'�--�— - o I N ;— -4 1'- DCOMP. - DESK LIN. KNEE IN 1R 1S ro SPACE '771 7'-0" _J�3'-2" 2'-0" 5'-2" L2'-g" 3' 25'- 4 1 /2" 5'- 3 1 /2" UNIT "A. 4"- 1ST, 2ND, & 3RD FLOOR PLAN SCALE: 1 /4" = 1'-0" 1 BRM/1 BATH PLANS REVIE ' E) 828 SF— UNIT CITY OF SA F RD C INE r DAV I S, A RCHITECTS PA 414 West Jones St. Raleigh, NC 27603 919/833-6413 919/836--1280 FAX CDA®INTERPATH.COM Florida License,#q,1'' AA-0002571 � '�° o CERT. No. �� > � a au a 4— '��/t11i1111�� Project 97200 Date JAN 25, 1999 Revisions MAR 8, 1999 :& CONTRACT CHANGES Drawn By JM K Checked By Content FLOOR PLAN © 1998 CLINE DAVIS ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITH- OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE DAVIS ARCHITECT, PA Sheet A 1.3 6 14rf4_ tl -rr r...._3 I t_ r--.- i -4X4 CERAMIC TILE TO 6'-2" W/ BULLNOSE (ALIGN GROUT JOINTS) SOAP DISH TOWEL BAR N HINGED SHOWER DOOR I co (SEE SPECS) PREFABRICATED SEATED SHOWER BASE D BATH ELEV SCALE: 1 /4" = 1'-0" AI'—R 1 /7" 4'-3 1/2„ 5 1/2" 4'-4„ 6'-2 1/2" 10'-1" 9 1/2' 9'-7„ 1'-4" 1 _ I .......... ^ 2R 2S O iv ...... PAN _ - - 5S 9 1/Z„ © REF.- ©© 12 � �_ - �• -� - -- - - - --� -H -- ---r-- r - F �— 1.2 oo oI- CO I N ,� _Iz I I - - - 0 DESK /I\ I I < I — — — 5S r 3,_ ; � k t- S-3 1/2" � 3'-7" ...3,_g ... � 2'-3 1/2" s — — — — — — — — — — — --�» j"rf j r in I 2'-0„ t V N p CO c N I /��i� 1-1• r k i r f Q ol N x /�j� IFS 1R 1s N ^ \— p/So u`0'h ( 2R 2S Ili„ ry co F/A1.2 I %//%;/:'` 4. II o I Of �ylY� i.c t 16 7,- 8:, 1 3 A1.6 6 \ EQ. EQ. ........ .. ..... .. ... - OC `° 3A i 7,._5„ . 11'-9 1/2„ iv --.-F I 1 s - O EQ. EQ. 15'-4 1/4„ 1'-4' 9'-5" 1'-412'-4 1/2" 11 A6.8 2 BRM/2 BATH UNIT "G.1 "- 3R D FLOOR PLAN 1133 SF �..,% SCALE: 1 /4" 1 >-0„ 4X4.CERAMIC TILE TO 6'-2" W/- BULLNOSE (ALIGN GROUT JOINTS) LIGHTING -CENTER ON LAVATORY BANJO TOP CULTURED MARBLE COUNTER AND BOWL a 1 M T.P. HOLDER (RECESSED)_ WOOD BASE -TYPICAL — MIRROR 80" x 42" `FIELD VERIFY) B148 G BATH ELEV SCALE: 1 /4" = 1'-0" SHOWER s DOOR N TOWE SOAP BAR N DISH SOAP DISH PREFAB 00 SHOWER BASE PREF N SH OV BASE 4' SHOWER W/ HINGED DOOR (SEE SPECS) 4X4 CERAMIC TILE TO 6'-2" W/ BULLNOSE (ALIGN GROUT JOINTS) LIGHTING -CENTER ON LAVATORY CULTURED MARBLE COUNTER AND BOWL BASE CABINET WOOD BASE -TYPICAL H BATH ELEV SCALE: 1 /4" = 1'-0" 41'-6 1/2" 12'-1" 3'_7" 8 1/2 9,_7„ 9 1/2" " 9'-7 EVIEWED SANFORD C IN DAVISr ARCHITECTS PA 414 West Jones St. Raleigh, NC 27603 919/833-6413 919/836-1280 FAX CDA®INTERPATH.COM,,,,,,,,, r Florida License #s% `''�, r AA-0002571 4goA �;'%, ° sGiltT il;� 3 � � 4 � 1 L n`'v ✓' � LV CERT. NO. 494 N m o9Da/' H CAROtiV A? % �nae��ze� (J. /'f/11«,11,100% Project 97200 Date JAN 25, 1999 Revisions MAR 8, 1999 1 CONTRACT CHANGES Drawn By JMK Checked By Content FLOOR PLAN © 1998 CLINE DAVIS ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITH- OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE DAVIS ARCHITECT, PA Sheet A l ■ 4 0 r. r r r r r r. „�-4X4 CERAMIC TILE TO 6'-2” W/ BULLNOSE (ALIGN GROUT JOINTS) -SOAP DISH TOWEL BAR N SLIDING SHOWER DOOR (SEE SPECS) PREFABRICATED SEATED SHOWER BASE D BATH ELEV SCALE: 1 /4" = 1'-0" SHOWER DOOR SOAP DISH N � F PREFAB SEATED SHOWER BASE MIRROR 80" x 42" (FIELD VEF O BI42 1 M G BATH ELEV SCALE: 1 /4" = 1'-0" -4X4 CERAMIC TILE TO 6'-2" W/ BULLNOSE (ALIGN GROUT JOINTS) LIGHTING -CENTER LIGHTING -CENTER ON LAVATORY ON LAVATORY BANJO TOP CULTURED MARBLE COUNTER CULTURED MARBLE COUNTER AND BOWL AND BOWL BASE CABINET WOOD BASE -TYPICAL WOOD BASE -TYPICAL 4' SHOWER W/ HINGED DOOR (SEE SPECS) 4X4 CERAMIC TILE TO .6'-2" W/ BULLNOSE (ALIGN GROUT JOINTS) 51"MIR x 42" IELD VERIFY) + Ff �_.f_ -t p 1 t - I _ ;I -; _1 TOWEL BAR SOAP DISH PREFABRICATED SEATED SHOWER BASE HINGED SHOWER DOOR SPECS) iv TEE o — FIXED B8 / __.....___. .-._. H BATH ELEV SCALE: 1 /4" = 1'-0" t i 4'-2 1/2" 13'- 3" 11'-9 1/2" 12'-1 " 1'-4" 1'-4" 1 3 CAR GARAGE i UNIT "C.1 "- GAR AGE FLOOR PLAN 1102 SF SCALE: 1 /4" = 1'-0„ f+ 0 V 41'—F 1 /7" 10'-1" 6'-2 1/2" 4'_4" / 4'-3 1/2" N to PAN ....... ............................. 5S M - W. N REF. 1 1/2" — 2R 2S +i © © '03�- --------------- I > .00 w l i I m\ �.-_ I I I Q i l i i- I - ' - --'- I -� II �� 1 6 i TT_T F < 1 t- -- --�- v 7-�+-- 3'-0" �° _ }r -1" 3'-1 1/2" I `� LIN ' f 2'-3 1/2" ` r{7' "� �, 1 B - Ln J l 1/2' -0" t -8 1/2" 3V-6 F 0 1'- 7 1/2" o N 1 ° ' + iZo _ t • . t7 1 I �i t. �S`�� + 1R 1SE T co I � 2R 2S F/A1.2 \ .\' n U) 16 6" 7'_8" 6 r 0 0 i;111...... 9 1 3A O i� .. .. ... ...... .. .... ...... j EQ. EQ. 11 • A6.8 0 I 1 1 1 - - EQ. EQ. 1'- 9" 13'-3" 1 1- 4„ 11'-9 1/2" 1'-4' 12'-1 1 /4" v I HIKU F LUUH UNIT "CA - B"- 3R D FLOOR PLAN 2 BRM/2 BATH NOTE 3 , „ 1140 SF 1 DOTTED LINE INDICATE XTENT OF 1 PIECE SCALE: 1 /4„ = 1—0`zr'�12" FURR DOWN WHERE SHADED (VERIFY FURR DOWN DIMENSIONS W/ HVAC) 18" FURR DOWN WHERE HATCHED (VERIFY FURR DOWN DIMENSIONS W/ HVAC) 41'-6 1/2" 3'-0„ 1'-4" „ 9'-7 9 1/2 8 1/2" 3'-6" 11'-4„ N n PAN ....... ...................... 5S `� — — —-® : of / I " � 2/A6.7 _. N REF. © © 9: 1/2' '�y in D W T C. AR GE 1z T- --I- _ M 7 I I I to jI �m --- - AtI t I wt- N ! I m W tD O _1 __ I _ {-- I O D. i i I 1 i I E T I 2R 2S to I COMP.) i \/ I �m -- N DESK JI ice, /\ III---- --' GI r-----� U Ln sr> "i 2'-3 1/2" Z. 1/2' v A- n JIB N N I f.2:M{ \ rF .tL0 1 6J co N 1'-3" 2'-2 1 2R 2S 00 2 O \\ to \, / 6" I 7'-8„ 6 7' _ o ........... .. ..... A ... ......... ... .. O EQ. EQ. 13'-3" -4" 11'-9 1/2" 1'-4' 12'-1 1/4" Q 2 BRM/2 BATH UNIT "C.1- A" - 2N D FLOOR PLAN 1061 SF 1 SCALE: 1 /4" = 1'-0" PLA r9 ED CITE' OF SaFORD C IN DAVI S, r ARCHITECTS PA 414 West Jones St. Raleigh, NC 27603 919/833-6413 919/836-1280 FAX CDA®INTERPATH. COM Florida License AA-0002571 >`•� �� A'0j1'/,''> ' ,.pUGRiTc�71Jf{q,C a4 4"'� �:• `q m 2 CER �. NO. d :: - � 494 �a'a "Id C0,01-1��a�� . !. / a+/�/®•wr9®aa per• �°• '��1 a tltt►�`�� Project 97200 Date JAN 25, 1999 Revisions MAR 8, 1999 1 CONTRACT CHANGES A4/9/99 Drawn By JMK Checked By Content FLOOR PLAN © 1998 CLINE DAVIS ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITH- OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE DAVIS ARCHITECT, PA Sheet A 1 m 5 0 r r r i FURR DOWN SEE PLAN PLASTIC LAM. HOOD W/ EXH FAN AND LICH P. LAM, COON W/ 4" BACK A KITCHEN ELEV. SCALE: 1 /4" = 1'-0" �- FURR DOWN SEE PLAN PLASTIC LAMINATE COUNTER TOP 3" P-LAM SKIRT PROVIDE 2" 4 ; WIRE MGMT. GROMMET IN COUNTERTOP WOOD BASE —TYPICAL COMP. DESK ELEV. SCALE: 1 /4" = 1'-0" - ABINIET END WALL ?" DEEP P. LAM, AR TOP S. SINK KITCHEN ELEV. B SCALE: 1 /4" = 1'-0" v1 1 ( - -iH^ -I r ,- r, C-'T �_-A , —� i _t C_ i-' MIRROR 60 X 42 ( FIELD VERIFY),r� :1E —D 24 KNEE SPACE B 36 vy CC, TUB SEE ELEV. "D" FOR TYPICAL NOTES TUB DETAIL (1 F BATH ELEVATION SCALE: 1 /4" = 1'-0" NOTE: STUDS IN THIS ALTERNATE ARE 2' LONGER TO MAKE UP THE 2' SLAB DEPRESSION IN ORDER TO MAINTAIN PLATE CONSISTENT PLATE HEIGHT UNIT "C.2"-ALTERNATE GARAGE PLAN t � fill MIRROR f-r-i-s - (FIELD VERIFY) r fi- {I n -n36 -F . p TUB C. 4X4 CERAMIC TILE TO 6'-0" W/ BULLNOSE (ALIGN GROUT JOINTS) SHOWER CURTAIN ROD, SOAP DISH LIGHTING -CENTER ON LAVATORY -CULTURED MARBLE COUNTER AND BOWL 0 I M T.P. HOLDER (RECESSED) WOOD BASE BATH ELEVATION V SCALE: 1 /4,, I CID I I I I I I I I I I I I N I 0 Q V) i �JOf �W I -L--- F n I LIVING ROOM ELEVATION SCALE: 1 /4" = 1'-0" NOTE: STUDS IN THIS ALTERNATE ARE 2' LONGER TO MAKE UP THE 2' SLAB DEPRESSION IN ORDER TO MAINTAIN PLATE CONSISTENT PLATE HEIGHT I i I I I UNIT "C. 2" - 2N D FLOOR PLAN SCALE: 1 /4" = 1'-0" 2 BRM/2 BATH NOTE 1042 SF- UNIT DOTTED LINE INDICATE XTENT OF 1 PIECE 99 SF - FOYER/STAI 1 o �t 12" FURR DOWN WHERE SHADED 1141 SF TOTAL HEATED: `-.v>,r.._:; .,. (VERIFY FURR DOWN DIMENSIONS W/ HVAC) " y 18" FURR DOWN WHERE HATCHED <;' r (VERIFY FURR DOWN DIMENSIONS W/ HVAC) .5 UAK UAKAUL UNIT "C.2"-GARAGE PLAN 1181 SF- UNIT CITY fA��RD C IN DAVIS ARCHITECTS P A f 414 West Jones St. Raleigh, NC 27603 919/833-6413 919/836-1280 FAX CDA®INTERPATH.COM Florida License,;`' ARj a W u CERT. ® b 1*H CAfi01\\Ada� ��11111111�' Project 97200 Date JAN 25, 1999 Revisions MAR 8, 1999 CONTRACT CHANGES Drawn By JMK Checked By Content FLOOR PLAN © 1998 CLINE DAVIS ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED!, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITH— OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE DAVIS ARCHITECT, PA Sheet A 1 ■ 6 a f r r r f r r L SCALE: 1 /4" = 1'-0" SCALE: 1 /4" = 1'-0" HOOD W/ EXH AND LIGHT P. LAM. COON W/ rn4� BACK KITCHEN ELEVATION SCALE: 1 /4" = 1'-0" 1. DOWI`' 'LAN iELF (:B KI TCH EN ELEV. SCALE: 1 /4" = V-0" LIVING ROOM LOW WALL/RAILII —SEE DETAIL 3/A LIVING ROOM�CEV SCALE: 1 /4" = V-0" F- - - - - - - - - - - - - - - - - - 4" TILE CERAMIC TOWEL BAR 2" BULLNOSE SH—OWER ROD 6 6" A.F.F. UPPER SOAP DISH 1 4" TILE LOWER SOAP DISH 4X4 CERAMIC TILE TO 6'-0" W/ BULLNOSE (ALIGN GROUT JOINTS) SHOWER CURTAIN ROD SOAP DISH LIGHTING -CENTER IINET END WALL ON LAVATORY a - MIRROR 72 X 46 DEEP P. LAM. BAR TOP (FIELD VERIFY) FIXED >. SINK B W.C. TUB T.P. HOLDER (RECESSE ) WOOD BASE —TYPICAL TUB DETAIL (11/A6.9) DBATHROOM ELEVATION C SCALE: 1 /4" — V-0" o in N L - _ _TUB_) UNIT "C. " ALT. - GARAGE PLAN SCALE: 1 /4" = V-0" TUB DETAIL (11/A6.9) 4' SHOWER W/ HINGED DOOR — (SEE SPECS) 4X4 CERAMIC TILE TO 6'-2" W/ BULLNOSE (ALIGN GROUT JOINTS) LIGHTING —CENTER ON LAVATORY CULTURED MARBLE MIRROR 48" X 42" COUNTER TOP AND BOWL (FIELD VER BASE CABINETS u WOOD BASE -TYPICAL TYP . BATHTUB ELEV. SCALE: 1 /4" = V-0" (NOTE: ALL BATHTUBS SIMILAR) B H BATH ELEV SCALE: 1 /4" = V-0" z A1.1 SEE 7/A6.5 FOR SIMILAR CONDITION -------------------� 6'-0 1/2" 3'-6" FIELD VERIFY LANDING ( UP TO LANDING RAILING, T �2)10" 3EQ. CLOSED UP RISERS S SH WN N 1 / i 1.1 4/A6.7 2X4 HALF WALL TOP 2'-10" AB. STEPS SEE SECTION 1 /A6.4 �--— — — — — — — — — — — — — — — AT G alt. NOTE: THIS UNIT'S SLAB IS 2' BELOW A.2 UNIT (SEE SA1.2 FOR LOCATIONS) 4 CAR GARAGE 1291 SF- UNIT BUILDING TYPE III, IV C i �n TOWEL BAR SOAP DISH v I PREFABRICATED SEATO SHOWER BASE HINGED SHOWER DOOR (SEE SPECS) 5 1/2" 'I - _ `t'i —O 1 UNIT "C. 3"- 2N D FLOOR PLAN SCALE: 1 /4" = 1'-0" 1'—d"2'-4 119" 0 Z i,„ _ _ .... 2 BRM/2 BATH NOTE 1055 SF- UNIT 1 DOTTED LINE INDICATE XTENT OF 1 PIECE 92 SF -FOYER/STAIR 12' FURR DOWN WHERE SHADED 1147 SF TOTAL HEATED (VERIFY FURR DOWN DIMENSIONS W/ HVAC) i% 18" FURR DOWN WHERE HATCHED (VERIFY FURR DOWN DIMENSIONS W/ HVAC) 4 CAR GARAGE Lily ur 3anrur Cl,�UNIT "C.3"- GARAGE PLAN 1291 SF- UNIT 01' ARCHITE CTS PA r 414 West Jones St. Raleigh, NC 27603 919/833-6413 919/836-1280 FAX CDA@INTERPATH.COM Florida License TRW I l t AA-0002571 ., `. rl CERT. NO. r 454 u m r� o mm'yolci 1 CARO.C� y06, a 1`1 /��i1t171ti1ti\\\\ PH 40! Project Date i Revisions 1 Drawn By Checked By Content FLC D D 1 O O � n O 7200 N 25, 1999 AR 8, 1999 ONTRACT CHANGES JMK ►R PLAN © 1998 CLINE DAVIS ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITH- OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE DAVIS ARCHITECT, PA Sheet Alm 7 SCALE: 1 /4" = V-0" r : 0 h 26 I Q0 CERAt"^ Tu r �i innni in,n TO E LIGHT (CEN1 WOOC &BATH ELEVATION SCALE: 1 /4" = 1'-0" MIRROR (FIELD VERI .� i- - t -! T_.; r 1. T1 L..�^`� 1 i', W.0 II TUB 11 A6.8 4X4 CERAMIC TILE TO 6'-0" W/ BULLNOSE (ALIGN GROUT JOINTS) SHOWER CURTAIN ROD SOAP DISH �--- FURR DOWN SEE.PLAN — LIGHTING -CENTER ON LAVATORY BANJO TOP CULTURED MARBLE COUNTE co AND BOWL O I M T.P. HOLDER (RECESSED) WOOD BASE —TYPICAL BATHROOM ELEV. SCALE: 1 /4" = 1'-0" SHOWER DOOR SOAP DISH PREFAB SHOWER BASE J. -} F i t -4X4 CERAMIC TILE TO 6'-2" W/ BULLNOSE (ALIGN GROUT JOINTS) SOAP DISH -TOWEL BAR HINGED SHOWER DOOR (SEE SPECS) PREFABRICATED SEATED SHOWER BASE BATH ELEVATION B SCALE: 1 /4" = 1'-0" W 30 v W 21 W 21 of I B 21 III RANGE II rS 8 HOOD W/ EXHAUST FAN AND LIGHT PLASTIC LAM. SHELF 1 I�F4�LBA& COUNTER TOP W/ SPLASH BASE CABINET REFRIG. KITCHEN ELEVATION SCALE: 1 /4" = 1'-0" 21'-5" 13'-0" 12'-1 „ 1_ 4 10'-4" 1 —4 6'-0 1/2" 6._O 1/2„ O N o Ln EQ.:. EQ, i ....................................... -0" 5'-11 1/2 10'-8 1/2 O 1 I —7 1/2 5'— O .......... ...... . .............. �• 16 --- �-_ 11'-4"--- II V) — - L o > r ) N ! I i— — — —�_ - --- —� - - - I_ A I \ —4H I I C.4 2R 2S �— „ T O I \ I I I `�r • •. 1 5r • �; I ! IN01 \ N00 16 ........ ..................�. Ln —— —— — — — — -I C 3S I �, • . IN \ -- I-;---� I I E>;; 1 �I -- -- - - L 1-11 t / PAN 1, I -- - - �-�— -�--) 2' 11 " ! - -G SIM - 6 ' � 1 - - -- -- �-- !-- - : - 00 I !co ! 00 \ i © © I - ----i 1 ° N —_ o REF -- — -�:1-- - -- ------ -----r- o 2R 2S 1R IS 1R 1S 1v 5'-6 1/2" 5'-0" 9 1 2' 3'-6" 5'-10 1/4" 8'-8 3/4" 7'-7 3/4" 4'-10 3/4"71" 2'-6" 46'-6" UNIT "C.4"- 3RD FLOOR PLAN �. SCALE: 1 /4" = 1'-0" 2 BRM/2 BATH 1209 SF— UNIT L 3 ADJUSTABLE SHELVES SEE D/1.8 PLASTIC LAMINATE COUNTER TOP 3" P-LAM SKIRT PROVIDI- 2% WIRE MGMT. GROMMET IN COUNTERTOP WOOD BASE -TYPICAL COMP. DESK ELEV. SCALE: 1 /4" = 1'-0" FURR DOWN SEE PLAN CABINET END WALL 7'-0" AFF TYPICAL W 15 w 36 W 36 15I I115 1115 iv 12" DEEP P, LAM. OPEN BAR TOP. n S. S. SINK O I I B 21 B 42 pW M P. LAM, COUNTER TOP W/ 4" BACK SPLASH KITCHEN ELEVATION SCALE: 1 /4" = 1'—O" GYPSUM BOARD BLOCKING AS REQUIRED STANDARDS SHELF NOTE: PLAM SHELVES TO BE SUPPORTED ON KNAPE & VOGT MFG. CO. 255AL (PREFINISHED WHITE) STANDARDS WITH #256 SUPPORT CLIPS. MOUNT STANDARDS ON EACH SIDE OF SHELF ENCLOSURE. EC172 SCREEN MOLDING — SHELF SUPPORT BEYOND — SEE NOTE ABOVE. NOT USED SCALE: 1 /4" = 1'-0" COLUMN ELEVATION SCALE: 1 /4" = 1'-0" 21'- 5" 13,- 0" 12'-1 " t^_ 1 1_-4" 10'-4" 1'-4 EQ EQ 1 �d- O N I� to - o A EQ:' EQ... N d .................. ................... <r 1 O 6 C O O I —7 1/2" _7" VF -------------- i ...... ..... ....... ....... 16 -�---�-- EQ. EQ. EQ. EQ. I _� ,- 5S 11'-4" 9'-8' 1 ° \ N I I N O r N I I Fi mr 4 I ! - - �- - - I M N I ^ ® 1 3S ! 1 ,- - -- j LO 0 T 0 _03 -� NC. \ ! N ,-•-c'-j� 3S I o0 '< f -- 2 77 .. .-��...a_..... y'h''� ' I I ❑ i N r I a o'' {�' T I � 3 x t ti _ — —Y— { 2'- 11 114 ' ----{ G---{ — — 6I00 ---+ I M --� ----- --- --- ---- — o — _ 00 C , 111 M ---� _I - I- -- _ '20 r I I i - - - - --, ----- I 00 _ _ _ I ° J --�-- - W. D. __ �� 1 -- REF _ © -- -- — �N-----�-----'---- ----- ---- --- I----�---- -�--{-5---- ! -_ �-- o N 2R 2S 19 (�� NI—� I 1 I R 1 S iv N- _ �.�_ _T—� DN 17 R TO GARAGE (2ND FLR. UNIT)3 5'-6 1/2" 5,-0„ —6. 5'-10 1/4" 8'-8 3/4" 9 7'-7 1/2" 4'-11" 2'-6" 46'-6" UNIT "C. 4"- 1ST & 2ND FLOOR PLAN SCALE: 1 /4" — 1'-0" 2 BRM/2 BATH 1209 SF- UNIT 96 SF - STAIR TO A.1 66 SF - STAIR TO C.1 C�Y� 0 NOTE • • • DOTTED LINE INDICATES EXTENT OF 2 PIECE CROWN MOLDING DASHED LINE INDICATES 2 HOUR FIRE RATED WALL 1 12" FIR DOWN WHERE SHADED ARCHITECTS P A 414 West Jones St. f Raleigh, NC 27603 919/833-6413 919/836-1280 FAX CDA®INTERPATH. COM Florida License#1:x'1��3'''��,, _ d 0 d � 0 9 f n � it �3R77� CAtO�y��em ado. ElC r11� Project 97200 Date JAN 25, 1999 Revisions MAR 8, 1999 1 CONTRACT CHANGES Drawn By JMK Checked By Content FLOOR PLAN © 1998 CLINE DAVIS ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITH— OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE DAVIS ARCHITECT, PA Sheet A 1 ■ V r r r r r r f r d I 4X4 CERAMIC TILE TO 6'-0" W/ BULLNOcf' /Ai icni (Dni IT inmrrc� SHOWER SOAP D LIGHTINC ON LAV) T.P. HOL WOOD B° TUB DET BATHROOM ELEVATION SCALE: 1 /4" = 1'-0" 15 5 W 3615 W 3 5 I 24 1 II II N BLIND CORNER CAB, OPEN I 41 RO I I I I 8 21 SB 42 M I 1- KITCHEN ELEVATIO SCALE: 1 /4" = 1'-0" s CERAMIC TILE TO 6'-2" W/ o LNOSE (ALIGN GROUT JOINTS) P I 'EL 'ED SHOWER DOOR SPECS) CV TYP ® SHOWER ELEV. SCALE: 1 /4" = 1'-0" FURR DOWN SEE PLAN 1 -0•ABINET END WALL 12" DEEP P. LAM. ` BAR TOP, P. LAM. COUNTER TOP W/ 4" BACK SPLASH S. S. SINK BASE CABINET UNDERCOUNTER DISHWASHER 2 BRM/2 BATH I INIT "r ri"-1 qT r)mn Rr 7pn F-i nnQ [DI AM 1227 SF— UNIT SCALE: 1 /4" = 1'-0" P. LAM. COUNTER TOP W/ 4" BACK SPLASH (TYP.) DROPPED CLG PLASTIC LAMINATE COUNTER TOP 3" P—LAM SKIRT PROVIDE 2 1/2" 0 WIRE MGMT, GROMMET IN COUNTERTOP WOOD BASE -TYPICAL COMP. DESK ELEV. SCALE: 1 /4" = 1'-0" �- FURR DOWN SEE PLAN PLASTIC LAM. SHELF I N KITCHEN ELEVATION SCALE: 1 /4" = 1'-0" 6'-2" W/ )T JOINTS) SEE ELEVATION "A" FOR TYPICAL NOTES BATH ELEV. E SCALE: 1 /4" BLIND CORNER CAB HOOD W/ EXHAUST FAN AND LIGHT FURR DOWN SEE PLAN 2X4 CABINET MOUNTING WALL 12" D. OPEN CORNER SHELF FACE OF WALL BEYOND BLIND CORNER CAB KITCHEN ELEVATION SCALE: 1 /4" = 1'-0" r r>num MOULDING \LL SIDES �—� GWB COLUMN COLUMN ELEV. F SCALE: 1 /4" = 1'-0" SHELF KITCHEN ELEVATION SCALE: 1 /4" = 1'-0" BOLLARDS: SEE DETAIL 7/A6.9 3 CAR GARAGE 1 UNIT "C. 5"- GAR AGE PLAN 1188 SF— UNIT I SCALE: 1 /4" N IE 9 S3 D 'CITY Ur SAI-160 RD NOTE DOTTED LINE INDICATE XTENT OF 1 PIECE � '� �� 12" FURR DOWN WHERE SHADED to 3? (VERIFY FURR DOWN DIMENSIONS W/ HVAC) < 18" FURR DOWN WHERE HATCHED (VERIFY FURR DOWN DIMENSIONS W/ HVAC) C IN r DAVIS ARCHITECTS P A 414 West Jones St. Raleigh, NC 27603 ' 919/833-6413 919/836-1280 FAX CDA®INTERPATH. COM1,,,,, �! Florida License,'' AA-0002571 <<��'�'�;�d.�'�j'r, CER d 4� m -' a r � 3 � �' gab �p aka i oa�on ,'�'!!!l1111111l1\�A Project 97200 Date JAN 25, 1999 RevisionnCONTRACT MAR 8, 1999 CHANGES Drawn By JMK Checked By Content FLOOR PLAN © 1998 CLINE DAVIS ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITH- OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE DAVIS ARCHITECT, PA sheet A1.9 r r. r f G FURR DOWN i.2 SEE PLAN /-- BLIND CORNER / CABINET i 2X4 CABINET MOUNTING WALL_ 12" D. OPEN CORNER SHELF I W 30 \\W 18, 2 2„ ALI Ni II I HOOD W/ EXHAUST FAN 1 AND LIGHT P. LAM. COUNTER TOP ( /rn4" BACK SPLASH o N _ __�> 15 RANGE BLIND CORNER CAB A KITCHEN ELEVATION SCALE: 1 /4" = 1'-0" MIRROR 64X42 0 M WOOD BASE SEE ELEVATION "E" FOR TYPICAL NOTES 1 X TRIM WRAP EASED EDGES G BATH ELEVATION SCALE: 1 /4" = 1'-0" CABINET END WALL N 12" D. P.LAM BAR KITCHEN ELEVATION co cV 0 I o i to I 0 �J SCALE: 1 /4" = 1'-0" CROWN MOULE PLASTIC LAMB SHELVES (SEE 36" BASE/CAE DINING ELEVATION SCALE: 1 /4" = 1'-0" PLASTIC LAM. SHELF 24" CERAMIC TOWEL BAR ® 5'-9" AFF SHOWER ROD SHOWER SOAP DISH BATHTUB SOAP DISH — t O �--1- j 1-f-TT-{-1. N L — — —TUB J 4X4 CERAMIC TILE TO 6'-0" W/ BULLNOSE (ALIGN GROUT JOINTS) (TYP,) SHOWER CURTAIN ROD (TYP.) SOAP DISH (SEE E/A-1.2) (TYP.) LIGHTING -CENTER ON LAVATORY (TYP.) CULTURED MARBLE COUNTER AND BOWL (TYP.) a 0 I TUB DETAIL -� T.P. HOLDER (RECESSED) BLIND CORNER CAB (TYP.) WOOD BASE -TYPICAL KITCHEN ELEVATION BATH ELEVATION BATH ELEVATION SCALE: 1 4" = 1'-0" D SCALE: 1 4" = 1'— " " — " / / 0 SCALE. 1 /4 — 1 —0 01 C. 8 ,.+..Y�...r .. T MIRROR 58 X 42 X_,_i S NCE I B I 36 TUB BLDG TYPE (ALSO SEE 1 /A1.6) UNIT "D.1 "- CLOSET SCALE: 1 /4" =' 1'-0" UNIT "D.1 "- 2N D FLOOR PLAN BLDG TYPE 1 1599 SF TOTAL HEATED IN 1612 SF TOTAL HEATED IN BLDG TYPE I BLDG TYPE III SCALE: 1 /4" = 1'-0" BLDG TYPE III (ALSO SEE 1 /A1.7) u c 4X4 CERAMIC TILE TO 6'-0" W/ BULLNOSE (ALIGN GROUT JOINTS) SHOWER CURTAIN ROD SOAP DISH (SEE E/A-1.2) T.P. HOLDER (RECESSED) JASE-TYPICAL BATH ELEVATION SCALE: 1 , = 1'-0" UNIT "D.1 "- 2N D FLOOR PLAN BLDG TYPE III SCALE: 1 /4" = 1'-0" UNIT "D.1 "-1ST FLOOR PLAN \, SCALE: 1 /4" = 1'-0" U 1 Y U� �AhI UKV NOTE DOTTED LINE INDICATESXTENT OF 1 PIECE 3 BRM /2 BATH 12" FURR DOWN WHERE SHADED 1422 SF— UNIT `? (VERIFY FURR DOWN DIMENSIONS W/ HVAC) ` 18" FURR DOWN WHERE HATCHED (VERIFY FURR DOWN DIMENSIONS W/ HVAC) 414 West Jones St. Raleigh, NC 27603 919/833-6413 919/836-1280 FAX CDA®INTERPATH.COM Florida License #:,,11 11!!!!ti AA-0002571 all a ... a 9 ° 49.4 0 >r 9 y °3°corr'rH CAnOU��+s° ' �a '�!!!ll11Ii0'It11,\ n s Project 97200 Date JAN 25, 1999 Revisions MAR 8, 1999 1 CONTRACT CHANGES Drawn By JMK Checked By Content FLOOR PLAN © 1998 CLINE DAVIS ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITH- OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE DAVIS ARCHITECT, PA =h«t A1.10 r r r r r J r r J r 11 FURR DO SEE PLAT` PLASTIC HOOD W/ AND LIGF P. LAM. W/ 4" B ( TYP. ) ,-1-t- -. ,,--4X4 CERAMIC TILE TO 6'-2" W/ BULLNOSE (ALIGN GROUT JOINTS) SOAP DISH TOWEL BAR N SLIDING SHOWER DOOR I io (SEE SPECS) PREFABRICATED SEATED SHOWER BASE E BATH ELEV SCALE: 1/4" = 1'-0" 3 BRM/2 BATH n UNIT "D.2"- 3RD FLOOR PLAN 1260 SF— UNIT SCALE: 1 /4" = 1'-0" B KITCHEN ELEV. SCALE: 1 /4" =-- 1'-0" 4X4 CERAMIC TILE BULLNOSE (ALIGN LIGHTING -CENTER ON LAVATORY CULTURED MARBLE AND BOWL Wf)flfl ROOF--TYPI( F BATH ELEV SCALE: 1 /4" = 1'-0" x 00 I N SHOWER DOOR SOAP DISH 4X4 CERAMIC TILE TO 6'-0" W/ BULLNOSE ( SHOWER CU SOAP DISH LIGHTING-C ON LAVATO T,P. HOLDE WOOD BASE TUB DETAIL BATHROOM ELEVATION SCALE: 1 /4" = 1'-0" 4" TILE CERAMIC TOWEL BAR 2" BULLNOSE SHOWER ROD 6 - 6 A.F.F. UPPER SOAP DISH 4" TILE LOWER SOAP DISH TUB DETAIL � TYP. BATHTUB ELEV. A1.2 1 ❑ ❑ ❑ ❑ LIVING ROOM ALIGN I I ITHEII LIVING ROOM ELEVATION SCALE: 1 /4" = 1'-0" SCALE: 1 /4" = 1'-0" (NOTE: ALL BATHTUBS SIMILAR) UNIT "D. 2"- 1ST& 2N D FLOOR PLAN 3 BRM/2 BATH - 1260 SF— UNIT SCALE: 1 /4" = V-0" 96 SF — STAIR PLANS REVIEWED CITY OF SANFORD NOTE DOTTED LINE INDICATE XTENT OF 1 PIECE 12" FURRDOWNWHERE SHADED (VERIFY FURR DOWN DIMENSIONS W/ HVAC) i 18" FURR DOWN WHERE HATCHED (VERIFY FURR DOWN DIMENSIONS W/ HVAC) 414 West Jones St. Raleigh, NC 27603 919/833-6413 919/836-1280 FAX CDA®INTERPATH.COM o 11(1(o,, Florida License. # � � NRCJ-// :'� CERT. NO. s ,,��liUlfiS100 r Project 97200 Date JAN 25, 1999 Revisions MAR 8, 1999 CONTRACT CHANGES Drawn By JMK Checked By Content FLOOR PLAN © 1998 CLINE DAVIS ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITH- OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE DAVIS ARCHITECT, PA sheet A1.11 r r r rA r. ADAPTABLE BATHROOMS NOT TO SCALE Bathrooms in ONE BEDROOM UNITS and TWO BEDROOM UNITS in accessible level apartments to have reinforced walls for later installation of grab bars ® toilets and tubs. 12 min I 12 min 12" max L 42" min, I I I r- L------� L-----------� �x E E E E M M 0,LZ � M 36" TOILET PAPER DISPENSER Reinforced Areas for Installation of Grab Bars Water Closets in Adaptable Bathrooms FIXED SHOWER HEAD HAND HELD SHOWER SPRAY W/ 60" MIN. HOSE 48 min 12" 24 min SINGLE LEVER WATER 24" W/ IN —TUB SEAT �, CONTROL Q� c o c o E E E E 60" TURNING DIA (TYP) LOCATE GRAB BAR AS CLOSE 2f� 4 min TO OPEN SIDE OF BATHTUB / AS POSSIBLE I 1 x 1 � E E Location of Grab Bars Reinforcements for Adaptable Bathtubs j NOTE: The areas outlined in dashed lines represent locations for future installation of grab bars for typical fixture configurations. i ANSI A117.1 HANDICAP UNIT REQUIREMENTS 5% OF ALL UNITS TO BE HANDICAP ACCESSIBLE PER CODE. SEE SHEET SA-2 FOR LOCATION OF DESIGNATED UNITS, FOLLOW GENERAL REQUIREMENTS AT ALL DESIGNATED UNITS, AS I LISTED BELOW, FOLLOW ADDITIONAL REQUIREMENTS FOR DESIGNATED UNITS ONLY IF OCCUPIED BY A HANDICAP TENANT. 1988 FAIR HOUSING GUIDELINES REQUIREMENTS iv ` 100% OF ALL / GROUND FLOOR UNITS MUST BE ACCESSIBLE PER 1988 FAIR HOUSING GUIDELINES. o _ -- GENERAL REQUIREMENTS FOR ALL REQUIRED HANDICAP j UNITS AND REQUIRED FAIR HOUSING ACCESSIBLE UNITS ? - ' 1. PROVIDE WALL BLOCKING. FOR GRAB BARS & SHOWER SEAT CAPABLE OF SUPPORTING 250 LBS. LOCATE BLOCKING @ 2'9" TO C.L. TO CENTERLINE ABOVE TUB AND AT WATER CLOSET. PROVIDE BLOCKING AT KITCHEN CABINETS TO BE INSTALLED AT 11" ABOVE COUNTERTOP AT A LATER DATE. 2. TOILET PAPER HOLDER MOUNTED AS SHOWN ABOVE. 3. TOWEL BARS MOUNTED AT 48" A.F.F. (MAXIMUM) 4. BOTTOM EDGE OF MIRROR MOUNTED AT 40" A.F.F. (MAX.) 5. LIGHT AND FAN SWITCHES, DRAPERY MECHANISIMS, THERMOSTATS, AND FIRE ALARMS SHALL BE LOCATED NO HIGHER THAN 48" A.F.F. FOR A FORWARD APPROACH AND NO HIGHER THAN 54" A.F.F. FOR A SIDE APPROACH, 6. ELECTRICAL OUTLETS SHALL NOT BE LOCATED LOWER THAN 15" MEASURED FROM THE FINISHED FLOOR TO THE CENTER LINE OF OUTLET. 7, PROVIDE FIXED SHOWER HEAD AT 74" AFF AND SINGLE i LEVER WATER CONTROL AT 6" MAX ABOVE TUB RIM. RETROFIT REQUIREMENTS IF OCCUPIED BY H.C. TENANT THE FOLLOWING MUST BE DONE TO ADAPT THE UNIT FOR USE BY A HANDICAPPED TENANT WHEN REQUESTED BY THE TENANT: 1. GRAB BARS TO BE INSTALLED IN BATHROOMS. (BLOCKING PROVIDED ABOVE) 2. ADD TUB SEAT INACCESSIBLE BATHTUB(S), 3. REMOVE BATHROOM SINKBASE AND INSTALL WALL MTD. LAVATORY WITH i LEVER HARDWARE. HOT WATER SUPPLY AND DRAIN LINES SHALL BE FULLY INSULATED WHERE HOT WATER TEMPERATURE EXCEEDS 120 DEGREES F. 4, REVERSE SWINGS OF DOORS AS INDICATED ON PLANS. i 5. LOWER WALL CABINETS SO LOWEST SHELF IS MTD. @ 48" AFF PULLS FOR ALL WALL CABINETS SHALL BE MOUNTED AS CLOSE TO THE BOTTOM OF THE CABINET DOOR AS POSSIBLE. PULLS FOR BASE CABINET DOORS SHALL BE MOUNTED AS CLOSE TO THE TOP OF CABINET DOORS AS POSSIBLE. ALL DRAWERS SHALL BE OPENABLE BY MEANS OF HANDLE OR PULL. 6. REVERSE SWING OF REFRIGERATOR DOOR IF REQUESTED BY HC TENANT, 7. ADJUST SHELVES IN CLOSETS TO 48" AFF MAX, 8. INSTALL RANGE W/ FRONT MOUNTED CONTROLS. I 9. REMOVE KITCHEN SINKBASE. PROVIDE A MIN. 30" W X 19" L X 29" H # CLEAR FLOOR AREA BELOW SINK, HOT WATER SUPPLY AND DRAIN LINES SHALL BE FULLY INSULATED WHERE HOT WATER TEMPERATURE EXCEEDS 120 DEGREES F. 10. INSTALL DISHWASHER WITH FRONT MOUNTED, PUSH-BUTTON CONTROLS. DW DOOR SHALL LOCK EITHER BY BUTTON OR LEVER. 11. REMOVE BASE CABINET BY RANGE AND REPLACE W/ WORKTOP AREA SEE ELEVATION B/A-2. 1 12, PROVIDE KITCHEN SINK W/ BOWL DEPTH NOT TO EXCEED 6 1 /2" ON ONE SIDE MIN. 13. INSTALL LEVER TYPE HARDWARE ON ALL DOORS 14. INSTALL ADJUSTABLE HAND HELD SHOWER SPRAY AT 61" AFF. FURR DOWN SEE PLAN \` CERAMIC TILE SURROUND TO 6'-0" AFF PROVIDE BLKING FOR -` FUTURE GRAB BAR INSTALLATION >.{ , I✓t _� r r CULTURED MARBLE PROVIDE A 36 SINKBASE v COUNTER AND BOWL CABINET THIS LOCATION _ OCCUPIED BY HC - -,_ _I i f33 TENANT REMOVE 36'l"-i-'j; (" REMOVE BASE CABINET AND SINK r i T T "T':T WHEN UNIT IS OCCUPIED BY HC y/ORKRAREA UPER UNDER TENANT ONLY. INSTALL WALL ACCESSIBILITY CODE MOUNTED LAVATORY ' DW —FI D— II 36'"' BC 39/42 BLIND I — I i O I I I I M TYPICAL T.P. HOLDER (RECESSED) "36- HDCP BATH ELEVATION BATH ELEVATION KITCHEN ELEVATION SCALE: 1 /4"=1'-0" SCALE: 1 /4"=1'-0" SCALE: 1 /4"=1'—O" NOTE: PROVIDE CONTINUOUS CHROME METAL "J" TRIM FULL WIDTH OF BOTTOM EDGE OF ALL MIRRORS. 1/IT/'NI IrAI rl rI TI/'1AI SCALE: 1 /4"= V - 0" 4X4 CERAMIC TILE TO 6'-0" W/ BULLNOSE (ALIGN GROUT JOINTS) SHOWER CURTAIN ROD FURR DOWN SEE PLAN SOAP DISH LIGHTING (CENTER ON LAVATORY) 8 MIRROR `� (FULL WIDTH) f'II' CULTURED MARBLE COUNTER - i AND BOWL 6 36 BASE CABINET — LTUB_J .C. T.P. HOLDER (RECESSED) WOOD BASE -TYPICAL BATH ELEVATION F SCALE: 1 /4" = 1'-0" HOOD W/ EXHAUST FAN AND LIGHT — PLASTIC LAM. SHELF PROVIDE SUPPORT BLO KING FOR LOWERING OF CABINET WHEN OCCUPIED BY HC TEN NT. P. LAM. COUNTER 4" BACK SPLASH PROVIDE A 30" ASE CABINET THIS LO ATION IF OCCUPIED BY C TENANT REMOVE 3 BASE & INSTALL 3 WIDE FIXED HEIGHT WOR SURFACE REFRIG. B HOOD W/ EXHAUST FAN AND LIGHT PLASTIC LAM. SHELF P. LAM. COUNTER TOP W/ 4" BACK SPLASH NIRE SHELF 'ROVIDE 30" BASE CABINET F OCCUPIED BY HC TENANT REMOVE BASE �ABINET & PROVIDE NORK AREA PER NC ACCESSIBILITY CODE VI T('`LJ EKI El E/ A 71 nK I SCALE: 1 /4"=V-0" CERAMIC TILE SURROUND TO 6'-0" AFF PROVIDE NEW MIRROR TO ALLOW FOR GRAB BAR INSTALLATION IF OCCUPIED BY HC TENANT LIGHT FIXTURE CL ® 7'-0" AFF (CENTER OVER LAVATORY) REMOVE BASE CABINET AND SINK WHEN UNIT IS OCCUPIED BY HC TENANT ONLY. INSTALL WALL MOUNTED LAVATORY. WOOD BASE -TYPICAL' MMI ........ ._. = .. sill min� BATHROOM ELEVATION SCALE: 1 /4" = 1'-0" NOTE: PROVIDE CONTINUOUS CHROME METAL "J" TRIM FULL WIDTH OF BOTTOM EDGE OF ALL MIRRORS. SHOWER DOOR SOAP DISH PREFAB SHOWER BASE 2 FURR DOWN SEE PLAN 1 CABINET END WALL 9'-0" FLAT CEILING o-7 i 7' AFF OPEN N TYPICAL w 15 w 36 w 36 _ W 30 = 15 I 1 115 1 115 1 N 12" DEEP P. LAM. a z OPEN BAR TOP. S. S. SINK o I I „ OVIDE A 36 SINKBASE FI EDp II RANGE CABINET THIS LOCATION o o IF OCCUPIED BY HC B 27 O '' ' � DW i ENANT REMOVE 36" SINKFRONT UNDER SINK kkk V s WORK AREA PER NC P. LAM. COUNTER TOP ACCESSIBILITY CODE W/ 4" BACK SPLASH KITCHEN ELEVATION KI TCH EN ELEVATION SCALE: 1 /4" = 1'-0" SCALE: 1 /4" = 1'-0" CABINET NOTES: 1. OPEN ABOVE UPPER CABINETS 2. WALL CABINET W/O ADJUSTABLE SHELVING. 3. WALL CABINET W/TWO ADJUSTABLE SHELVES. 4. COUNTER TOP W/4" BACKSPLASH. 5. BASE CABINET W/FIXED SHELVES, DESIGNATIONS: 6. SINK BASE CABINET. W3018 = 30 INCH WIDE, 18 INCH HIGH, WALL CABINET 7, DRAWER BASE CABINET. W30 = 30 INCH WIDE WALL CABINET (HT. AS DIMENSIONED) 8. 4' TOE SPACE BELOW BASE CABINET. B36 = 36 INCH WIDE BASE CABINET (HT. AS DIMENSIONED) 9. FILLER PANEL SB36 = 36 INCH WIDE SINK BASE CABINET (HT. AS DIMENSIONED) 10. FILL ALL OPENINGS OR VOIDS AT TOP AND DB12 = 12 INCH WIDE DRAWER BASE CABINET (HT. AS DIMENSIONED) UNDERSIDES OF WALL CABINETS SOLID D.W. = DISHWASHER W/ MATCHING 1/2" THICK CABINET MATERIAL I I I I I 1 1 1 1 I I I 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 I I I I I 1 1 1 1 1 1 1 1 1 i I I I I I I I I I I I I i i l i l l l l l l l 11 1 1 1 1 1 1 1 1 1 1 L-1—J--L_ CI ITI IBC no n UNIT "A.2"-HANDICAP FLOOR PLAN SCALE: 1 /4" 0 1 BRM/1 BATH 789SF- UNIT L 0MM/ /_ bA I r1 UNIT "C. 4"- H AN DI CAP FLOOR PLAN 1209 SF- UNIT SCALE: 1 /4" PLANS REVIEWEE CITY OF SANFOR 414 West Jones St. Raleigh, NC 27603 919/833-6413 919/836-1280 FAX CDA®INTERPATH.CO�M w I ! l,,,,, Florida License\� y:''e,t4rA]r'Z : 'f -."/// AA-0002571 CERT. N). V _ u Sr.�rr) a a ri V- u o � � `ion '�"rl CAS:O%D� rydfl� .eti QJ • �a �>>idllli#ii�1 Project 97200 Date JAN 25, 1999 ReVisions�MAR 8, 1999 1 CONTRACT CHANGES Drawn By JMK Checked By Content HANDICAPPED FLOOR PLAN © 1998 CLINE DAVIS ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITH— OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE DAVIS ARCHITECT, PA Shee A � s t 12 J r r r r r NOTES DASHED LINE INDICATES 1 HOUR FIRE RATED WALL CONSTRUCT RATED WALL CONTINUOUS FROM FLOOR SLAB TO UNDERSIDE OF ROOF DECK. BREEZEWAY CEILING/FLOOR ASSEMBLIES 1 HOUR FIRE RATED (L501) SLOPE BREEZEWAY SLABS TO DRAIN AWAY FROM BUILDING r,--� 3RD FLOOR BREEZEWAY PLAN SCALE: 1 /4" = 1'-0" BUILDING TYPE 1 LING SCALE: 1 /4" = 1'-0" BUILDING TYPE 1 CEILING ED 2'-0" 8'-01, 2'-0" 1 ST FLOOR BREEZEWAY PLAN PLASRUIUD SCALE: 1 /4" = 1'-0" BUILDING TYPE 1 r.1TY OF SANFORD C �"INE DAVIS ARCHITECTS PA 414 West Jones St. Raleigh, NC 27603 919/833-6413 919/836-1280 FAX CDA®INTERPATH.CgM%t1 mo,,,� Florida Licenses°� �.RC,,�jF'�,,� n CERT. NO. b � n u `��Ir �✓ a°gu�o �� CAAO�'i� arc�ro ua.ze�aa'° �! C A. �,;, la�l Project 97200 Date JAN 25, 1999 Revisions MAR 8, 1999 1 CONTRACT CHANGES Drawn By JM K Checked By Content BREEZEWAY PLAN © 1998 CLINE DAVIS ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITH- OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE DAVIS ARCHITECT, PA sheet A1.13 r r r. f r r. 0 r r r r SCALE: �1/4�= 1'-0" BUILDING TYPE 3 2 SCALE: 1 /4" = 1'-0" BUILDING TYPE 3 TOR I PIPE WATER FROM DOWNSPOUTS OUT OF PLANTING AREA, DS CONNECT TO I DS I I DRAINAGE SYSTEM. BY CIVIL/LANDSCAPE Al PLANS 'REVIEWED I UP iI Ii i Ii i I 8'-0" 2'-0" CITY OF SANFORD n 1 ST FLOOR BREEZEWAY PLAN SCALE: 1 /4" = 1'-0" BUILDING TYPE 3 414 West Jones St. Raleigh, NC 27603 919/833-6413 919/836-1280 FAX CDA®INTERPATH.CQ1+++I y+►►►,, ARC, Florida License AA-0002571 t'ERT. N0, .: 4911, _. a� �i J�ya?ni rnft0`�9�cvgS� a,'. C Project 97200 Date JAN 25, 1999 Revisions MAR 8, 1999 CONTRACT CHANGES Drawn By JM K Checked By Content BREEZEWAY PLAN Q 1998 CLINE DAVIS ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITH- OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE DAVIS ARCHITECT, PA Sheet A1■14 r r. r r r r r r r r 3R D FLOOR SCALE: 1 /4" = 1'-0" BREEZE EZEWAY FLOOR/CEILING HOUR FA RATED DR AS LY 1 TREAD + 12" NDRAIL EXT. SE OF STAIR. TYPICAL NAY- P L A N BUILDING TYPE 5 2N D SCALE: FLOOR 1 /4" = 1 ' — 0" BREEZE 0 BREEZEWAY FLOOR/CEILING IS 1 HOIRE RATED FLOOR X2SEMBLY NAY -PLAN BUILDING TYPE 5 II PLANS REV17' e t`� i UP I CITY OF HP RD � PIPE WATER FROM N ADS DOWNSPOUTS OUT OF PLANTING AREA, CONNECT TO DRAINAGE SYSTEM. BY CIVIL/LANDSCAPE 2'-0" 8'-0" 2'-0" 1 ST FLOOR BREEZEWAY PLAN A SCALE: 1 /4" = 1'-0" BUILDING TYPE 5 ARCHITECTS PA 414 West Jones St. r Raleigh, NC 27603 919/833-6413 919/836-1280 FAX CDA0INTERPATH.00V,%t i � i � i t,, Florida Licensezl.AID Ciy/p AA-0002571 �• f,�°�ms 3 W 0 CERT. No. ® 4�A v 0 ��tut►ttt'��'a 0 w r�� G' Project 97200 Date JAN 25, 1999 Revisions MAR 8, 1999 1 CONTRACT CHANGES Drawn By JMK Checked By Content BREEZEWAY PLAN © 1998 CLINE DAVIS ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITH- OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE DAVIS ARCHITECT, PA sn,,, A1.15 r r r r r r r NOTES DASHED LINE INDICATES 1 HOUR FIRE RATED WALL CONSTRUCT RATED WALL CONTINUOUS FROM FLOOR SLAB TO UNDERSIDE OF ROOF DECK. BREEZEWAY CEILING/FLOOR ASSEMBLIES 1 HOUR FIRE RATED (L501) SLOPE BREEZEWAY SLABS TO DRAIN AWAY FROM BUILDING 3REEZEWAY FLOOR/CEILING S 1 HOUR FIRE RATED -LOOR ASSEMBLY \1 3RD FLOOR BREEZEWAY PLAN B 2ND FLOOR BREEZEWAY PLAN B IS 1 HOUR FIRE RATED FLOOR ASSEMBLY 1ST FLOOR BREEZEWAY PLAN B 414 West Jones St. Raleigh, NC 27603 919/833-6413 919/836-1280 FAX CDA@INTERPATH.CON�,,, „t,,,° Florida License e#:°,° � ARGON/ °'�,,� AA-0002571 '�'�a��© -q 8 4N u g Project 97200 Date JAN 25, 1999 Revisions MAR 8, 1999 1 CONTRACT CHANGES Drawn By JMK Checked By Content BREEZEWAY PLAN © 1998 CLINE DAVIS ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITH— OUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF CLINE DAVIS ARCHITECT, PA r r r r g r r"d r r. SCALE: 1 /4" = 1'-0" BUILDING TYPE 5 SCALE: 1 /4" = 1'-0" BUILDING TYPE 5 SCALE: 1 /4" = 1'-0" BUILDING TYPE 5 =hee, A1.16 r - -. - - -. . • • ( • • Yam. ,I , , , ♦ Fwr V _ - I ` ^ h'. I ?I ;•mmw , YY1I V V I V ,. ,:. ; , , ::, - ELEVATION NO. - +Y '. . ATUS ABOVE TOP OF SLAB A. R C H I T. E .G T', 5: P A _____=1mvmmwmI wm�I I .�II.-,-II . -dI� I-I� lI (�.�� I.aI ,I-1i�,'� ��^. d�� 1.,I .-- � II, � I � I1 .11 . �� I1: I I"I - 1 .I-1; . ,.I� I, I1�-I..1, I.I ,I. . I 1;, 1 .�I17.1 I . . I .I ' ,I 1,II I � .'I. I .� 'I !I. II� I,'� �. .. . - .I II � IN I I,.II� .,I �1.�.I I �I��I.I II , III I .- �I: I I . 11DII I;.'1. . 1. I..I. - ; - II. 1. � .�- ! ..,I� 11". �I1I1. ,.� I I1-.1I. II1�V(r�7$1;kI��!kr�t.1.. ,.� .�II I D �=..WI1- I C�I L��I , L-1 I _-�I:�II 4. -.. , ��II=,1. .�II w.� :I.I� '�.II 1II-�.�I ..1I �. IIII ,1/.I - . AFF ABOVE FINISHED FLOUR BUILDING ELEVATION WOOD BLOCKING v�I� 1,1II,,,�. I". u� _ 1.I" ��:�I .Iq0I� 1..� .0�.E ..1c0 -;,0Vs.�1;,I. ,, . . I I� I�1�.I,t1-: -."�;m:, I. �'1 �II i_,.II I_ , . ATC ACOUSTIC(AL) CEILING TILE �J . ADD ADDENDUM - ,• , ADH ADHESIVE SHEET NO:: DRAWN ON ADJ ADJACENT _ ALUM ALUMINUM FlNISH W000 414 West < JQnes . St. ARCHITECTURAL STRUCTURAL ARCH ARCHITECTURAL} Raleigh, NC 27603 au ACCESSIBLE Urtrr SECTION CS.1 COVER SHEET S2.1 FOUNDATION PLAN , BM BEAM WALL SECTION CS.2 PROJECT DATA SHEET S2.2 FOUNDATION PLAN 919�$33-$413 BET BETWEEN PLYWOOD CS.3 PROJECT DATA SHEET S2.3 FOUNDATION PLAN BLK BL ocKpNc) 919/836--128Q FAX BD BOARD SHEET NO. S3.1 THIRD FLOOR FRAMING PLAN BLDG BUILDING DRAWN ON SA1.1 SITE PLAN S3.2 THIRD FLOOR FRAMING PLAN CDAOINTERPATH.COM BHD BULKHEAD SA1.2 BUILDING TABULATIONS S3.3 THIRD FRAMING PLAN Florida License #: ACWSTIC TILE CEWNG SA1.3 ' ADDRESS PLANS B FOS BELOW TOP OF SLAB SECTION S4.1 ROOF FRAMING PLAN CAB CABINET AA-0002571 S4.2 ROOF FRAMING PLAN CLG CEILING BUILDING SECTION A1,1 UNIT A,1 FLOOR PLAN, INTERIOR ELEVATIONS A S4.3 ROOF FRAMING PLAN CT CERAMIC TILE ;::.;;•:r:;;;•;;.c'. GYPSUM WALL 60ARD A1.2 ` UNIT A.2 FLOOR PLAN, .INTERIOR ELEVATIONS . CrR CENTER SHEET NO. x• ••r �::. S5.1 TRUSS ;DETAILS CLR CLEAR(ANCE) DRAWN ON A1.3 UNIT A.3 & :A.4 FLOOR PLANS, INT. ELEVATIONS S5.2 DETAILS CL CLOSET A1.4 UNIT `CA FLOOR • PLAN, INTERIOR ELEVATIONS S5.3 DETAILS " COL COLUMN A1.5 UNIT C,1-A,B, & .GARAGE FLOOR PLANS, INT. ELEVATIONS .- COMB COMBINATION BATT INSULATION PLUMBING _ w--� 1. coNC cortcRE rE DETAIL A1.6 UNIT C.2 ELOOR PLAN, INTERIOR ELEVATIONS � PLAN DETAIL P-1 LEGENDS, SCHEDULES, & DETAILS / / . ;1.CMU CONCRETE MASONRY UNIT A1.7 UNIT C.3, ALT., & GARAGE PLANS ,'INT. ELEVATIONS p-2 TYPICAL UNIT FLOOR PLANS 1 ` 1= II l.. coNF CONFERENCE REFERENCE A1.8 UNIT C.4 FLOOR PLAN, INTERIOR ELEVATIONS 9 o A1,9 UNIT C.5 & "GARAGE FLOOR PLANS, INTERIOR ELEVATIONS P-3 TYPICAL UNIT FLOOR PLANS CONST CONSTRUCTION SHEET N0. ® GLASS • CJ coNsrRucrrorl JOINT P-4. TYPICAL UNIT :FLOOR PLANS Z-CONT CONTINUOUS DRAWN ON A1,10 UNIT D.1 FLOOR PLAN, INTERIOR ELEVATIONS - CONTR CONTRACTOR A1.11 UNIT D.2 FLOOR PLAN, INTERIOR ELEVATIONS P-5 TYPICAL UNIT FLOOR -PLANS r , _ DEp,lo DEMounor, A1.12 UNIT A:2 & C.4 HANDICAP FLOOR PLANS, INTERIOR ELEVATIONS; P-6 TYPICAL FLOOR PLAN O �7- 10 SECTION DETAIL RIGID OR SEMI RIGID P-7 TYPICAL FLOOR PLAN A1.13 BREEZEWAY, .PLANS BLDG. I _;,� , , PIA DI rA,t_ P-8 TYPICAL. FLOOR PLAN A1,14 BREEZEWAY PLANS BLDG III'. ` DIaG p;AGONAL REFERENCE X A-X � - INSULATION . Dla plarnETER / P-9 WASTE &VENT RISER DIAGRAMS , DIM OtIMENSION . - A1.15 BREEZEWAY PLANS - BLDG. V v` DETAIL �sHEEr No A1.16 BREEZEWAY PLANS BLDG V P-10 WASTE &VENT RISER DIAGRAMS •. ;• D sP DISPErdsER COLD WATER RISER = _ , DRAWN ON /�-� plv plvlSlUrJ sTEEt P-11 UR DOOR _ I r r E A2.1 HEAD, ;JAMB, SILL DETAILS; , P-12 COLD WATER RISER D°_ �)u�L INTERIOR ELEVATION WINDOW, DOOR, & FINISH SCHEDULES P-13 COLD, WATER RISER Dhl DO'Ni�t � , N � r„ r X / A-X .A4.1 BUILDING TYPE 1 - 1ST AND 2ND FLUOR -PLANS • ,�. �• A4.2 BUILDING TYPE I 3RD FLOOR AND R F P MECHANICAL Dr z pZ�,fE..< ;� CONCRETE . DWG DRAWING - . 00 LAN DF DRRtKIrJG FOUrirAlfr L` A4.3. BUILDING TYPE III 1ST AND 2ND FLOOR ,PLANS M 1 SCHEDULES DW DISH WASHER ..:. A4.4 BUILDING TYP III F : M-2 -TYPICAL UNIT' FLOOR,:PLANS . ,, E 3RD LOOR AND ROOF PLAN . EA EACH DOOR MARK X +i .• A4.5 BUILDING 'TYPE V .- 1ST AN N F M-3 TYPICAL UNIT FLOOR .PLANS . O Cmu D 2 D LOOR PLANS ELEC c E �L CTRIC(AL) Llr�J A4.6 ,BUILDING TYPE V 3RD FLOOR AND ROOF PLAN " ' M-4 TYPICAL UNIT FLOOR PLANS E`NC ELECTRIC WATER COLLErZ _ EL ELEVATION A5.1 . ,BUILDING TYPE I ELEVATIONS M 5, TYPICAL UNIT FLOOR PLANS ELEv ELEVATOR ^ ;, A5.2 BUILDING TYPE I ELEVATIONS M 6 TYPICAL UNIT FLUOR PLANS , VI N N I _ RE SIO O. STON AVE • M' ,. , ENCt_ ErJCLOSE UFZE L� E/GR L A5.3 . BUILDI.NG TYPE III ELEVATIONS 7 TYPICAL: UNIT FLOOR PLANS ( ) TYPICALUNIT F '` .- EQUAL A5.4 BUILDIN TYPE III ELEVATIONS M-B C LaOR PLANS G U : ,„ A5.5 BUILDING TYPE III ELEVATIONS .' ,If, EXISTING ELECTRICAL EJ EXPANSION JOIN T � - E A5.6 , BUILDING TYPE V ELEVATIONS EXP EXPOSED WINDOW MARK X , . E-1 LEGENDS & SCHEDULEh xr xT� r O EARTH A5.7,_• BUILDING TYPE V ELEVATIONS E S E E �R oR E-2 SITE PLAN FF FINISHED FLOOR A5.8 BUILDING -TYPE I' & III STEM WALL ELEVATIONS E-3 TYPICAL UNIT FLUOR PLANS Flhl FINISHED) E-4 TYPICAL UNIT`FLOOR PLANS . aI A .1 -' 6 WALL SECTIONS I ; ; ;;, I FA FIRE ALARM FLOOR ELEV. REF ALUMINUM E-5 TYPI A FE FIRE EXTINGUISHER C L UNIT FLOOR PLANS . OR SPOT ELEV. AF:2 ENLARGED ELEVATIONS; & WALL SECTIONS FHc FIRE HOSE CABINS r E-6 TYPICAL UNIT FLOUR PLANS Frz FIRE RATED(INc) A6.3 ENLARGED ELEVATIONS & WALL SECTIONS E-7 T PI ", Y CAL GARAGE ELECTRICAL PLANS <; FL FL ooR(ING) ;: ; A6.4 BREEZEWAY Tl ,:' . SEC ONS &DETAILS E-8 BLDG. TYPE-1 ELECTRICAL PLAN I >: - Fp FLOOR DlzAlrJ MARBLE/GRANITE/STONE A6.5 BREEZEWAY SECTIONS & ETAI - -FUR FURR INc DIMENSION TO EDGE _ D D. E 9 BLDG. TYPE 1 ELECTRICAL PLAN . ( ) A6.6 STAIR SECTIONS E-10' L P GA GAUGE : -. ,_ B DG TY E 3 ELECTRICAL PLAN r A _ = ^ i : STAIR SECTIONS . E 11 GNB GYPSUM WALL BOARS 6.7 BLDG:.;TYPE-3 ELECTRICAL PLAN . ;; II , oRc HORIZON rAL , ; ; ._ . , A6.8 EXTERIOR DETAILS E-12 - BLDG. TYPE-5 ELECTRICAL PLAN H3tV HORIZONTAL AND VERTICAL : - . . HR HOUR . A6.9. MISC.. DETAILS E 13 BLDG. TYPE-5 ELECTRICAL PLAN ` A6.10 . EXTERIOR DETAILS E-14 ELECTRICA TAI tNC L INGI upE(D)(IrIG) . L DE LS ID INSIDE DIAMETER t E-15 RISER DIAGRAMS & FLOOR PLANS s , .' ,' INsuL IrJSULATE(D)(tUrJ) ?; A$.1 TRASH COMPACTOR E-16 ELECTRICAL SCHEDULES INT INTERIOR A8.2 GARAGE / CARWASH Jc JANITORS CLOSET 'i • KD Kr,ocK DowrJ : , A8.3 - GARAGES e ' Jr JOINT I A8.4 MAIL KIOSK / GUARD HOUSE -: , IT Ir Hrr = - K K C c J L q - BL L BEL Y. n LAM LAMINATE t: . a _EN ER LAV LAVATORY G AL NOTES � I ..� I� I� ,I- .,�I � �- k.-- I; I-,. I .I,u.� � �.I1 , I1.�( 1 1 , �L1.,I, � � , � , . II I �I-.$. _ I . 1I I I :I II. ..III-�..I .I - ..I� .� . 7 II I I, I. I I..11 ��.I 1�.�. ,. .:` LH LEFT HAND '� I,- e ,I.. . "11.� I, ,I. . I ",. � t�,i1"urA',, I 1�-": 1. o1 tA."-_ ;",1 _m"��9.I ."L 2:-tI".II*.1I IlI. `101I.1.iL,�1- , ..I.i.1W :,I 1I.IIL1I..A v-.�,. 1:L 1,I_.�.Im1I-1IIIL1iI4 :1iII 1-IiI� IiL�,'� 1b i1I�i4.I.I , 4- L:,-I. !1.. � L1 II -'L_., I1.I:. I . I �L C1'I. IL � "'.L.- ... � I�I ,I VI, I�. I � -� 1 I . . L I, �'I I1�.I L.�wI , LI ..1I/II L�- 11.Lrl0$I L', I.L. . � 7. , .:,L.,"I 0;II I :. . rI;.."� 1I .� ,I.,L. I �.I . II .., . 1I) �_'I ",'I:LI I ..I.I ..I1r� ,_I. �,. T ...1�. IIL'.I . k �II,.6.1.'L .� .I.: �, :. :. II,1 . L� M a,I�111� _uI�L0�� .I ':,.m. I '.:- I� 1� ,I! L.� >L I, N. L.)1II "-%m� .�I III1�� ,, �.t � 1.",' , , , ��:,_�1"""'1,�._�1i_�:_,,,',�II '.-�`-._ LT LiGH r I LG LONG, LENGTH MFR PAANUFACTURER .: : 1 • _• I MO MASONRY OPENING . . MTL MATERIALS) 1• CONTRACTOR SHALL FULLY ACQUAINT HIMSELF PATH THE CONDITIONS . ft1 . MAX MAXIMUM OF THE CONTRACT, LOCAL CONDITIONS RELATING TO LOCATION, ACCESSIBILITY I MC MEDICINE CABINET AND GENERAL CHARACTER OF.THE CONSTRUCTION SITE 'AND LOCAL LABOR MECH MECHAMICAL CONDITIONS SO THAT HE UNDERSTANDS THE NATURE, EXTENT, DIFFICULTIES • MF r METAL AND RESTRICTIONS RELATED TO THE EXECUTION OF THE WORK. • MIN rIIrJIMUM tt ,, !�, ; h ',, LOCATION MA MISC MISCELLANEOUS 2. CONTRACTOR SHALL PERFORM WORK IN ACCORDANCE WITH APPLICABLE P riTD MourJTEp � , • FEDERAL, STATE AND LOCAL GOVERNING ORDINANCES; CODES AND REGULATIONS. ' MOV MOVABLE • - f PAUL MULLION tdUM NOMINAL 3• CONTRACTOR SHALL VERIFY DIMENSIONS, GRAPES, LEVELS, `BOUNDARIES , r N;C NOT IN CONTRAC r AND CONSTRUCTION INDICATED ON CONTRACT DRAWINGS BEFORE PROCEEDING NTs NOT TO SCP,I E WITH THE WORK, AND SHALL REPORT IMMEDIATELY ANY DISCREPANCIES: NO NUMBER 4. ALL MATERIALS SHALL COMPLY WITH APPLICABLE ,CODES, .ORDINANCES OFF OFFICE - CC ON CENTER AND REGULATIONS. ;. OPNG OPENING ;' OPP OPPOSITE 5. DIMENSIONS, NOTES, FNISHES, AND FIXTURES SHOWN ON A , OD OUTSIDE DIAMETER TYPICAL PLANS, SECTIONS, OR DETAILS SHALL APPLY TO OA OVERALL SIMILAR, SYMMETRICAL OR OPPOSITE PLANS. SECTIONS OR DETAILS. • .,; OH OVERHEAD ' P PANTRY 6. DIMENSIONS NOTED "CLR." ARE NOT ADJUSTABLE WITHOUT APPROVAL OF � - I �'TD PAINTED ARCHITECT. HIGHWAY 46 c PR PAIR. I. . I I . ., I (I- ;WI I�.I IIQIIQIIIII�III(I 3� )z)IQC- :� ) � I . II J PBD PARTICLE BOARD . 7. PROVIDE SEALANT AS SPECIFIED AROUND WINDOWS; DOOR JAMBS &HEADS, AND ADJACENT . >1. PEN PAR nT10rJ CONSTRUCTION: TO DOWNTOWN SANFORD •• .. PERF PERFORarED PLAS PLASTER ;I. PLard PLASTIC LAMIrdATE 8• PARTITIONS & CEILINGS SHALL BE CONSTRUCTED AS PER.MANUFACTURER'S PvJD PLYWOOD RECOMMENDATIONS, DEFLECTIONS SHALL, NOT EXCEED 1/240 OF THE SPAN , („ 0' , ' PT PAPER TOWEL DISPENSER AFTER INSTALLATION AND FINISHES ARE COMPLETED, w 1 PROJ PROJECTED(ION) Q �k Qr QUARRY TILE 9. WOOD IN CONTACT WITH CONCRETE OR M" +r?NRY SHALL BE PRESSURE V , 1` Q 11 #R #S # OF RODS, # OF SHELVES PRESERVATIVE TREATED. ' Q_ Q RAD, R RADIUS `: Z Q REF REFERENCE 10. CONTRACTOR SHALL SUBMIT MAJOR MECHANIGAL.DUCTWORK, PLUMBING, J REFG REFRIGARATOR ELECTRICAL, AND SPRINKLER COMPOSITE SHOP DRAWINGS INDICATING NO /I REINF REINFORCE(D)(ING) CONFLICT WITH CEILING SPACE FOR ALL FLOORS. REQ REQUIRED PROJECT* EC T . FZES RESILIENT _ I 11. CONTRACTOR SHALL CONSTRUCT A MOCK-UP PANEL FOR.APPROVAL .." REV REVISION • • 4 R RISER OF CONSTRUCTION TECHNIQUE AND FINAL APPROVAL OF MATERIALS AND FINISHES. V ,,,I RH RIGHT HAND REQUIREMENTS FOR , THE MOCK-UP PANEL ARE DETAILED IN THE SPECIFICATIONS. ,:i„ /', S/ TE Project " 97200 .: RM ROOM NOTIFY OWNER'S REPRESENTATIVE AND ARCHITECT IMMEDIATELY UPON COMPLETION OF MOCKUP. � • 3 RO ROUGH OPENING RB RUBBER BASE OCT. , 19.9$ SND SANITARY NAPKIN DISPENSER Date SR SANITARY NAPKIN RECEPTICLE 12. HANDICAP AND 'ACCESSIBLE UNITS: SCHED SCHEDULE SEE SHEET SA-1 FOR LOCATION. OF HANDICAP AND ACCESSIBLE UNITS.' SEE UNIT PLANS FOR SPECIFIC REQUIREMENTS RELATED TO HANDICAP AND ACCESSIBLE Revisions SD SOAP DISPENSER, SH SHELF, SHELVING UNIT TYPES. r. Lws 4 SIM SIMILAR IAKEs 5C SOLID CURE 13. ELEVATION TYPES: -�_, < �/ JQEC SQUAIRE ATIOrJ, SPECIFIED SEE SHEET SA-1 FOR BUILDING NO.S AND BUILDING TYPE LOCATIONS. / PAOLA RD.. (HIGHWAY 46A) 1 SS STAINLESS STEEL Drawn ;..By STD STANDARD STL STEEL y STOR sTORAGE Checked B STRUC STRUCTURAL_ SUSP SUSPENDED p ' TEL TELEPHONE 4 Content PROJECT DATA z THK THtCK(rJESS) . THRES THRESHOLD . . :: TP TOILET PAPER DISPENSER T&G TONGUE AND GROOVE _ o T TREAD ti , TUS TUP OF SLAB '. � , TP . TOILET PAPER I I . - I I .. ,. TYP TYPICAL p UC UNDERCUT ; , a 4 ;: UNF UNFINISHED J N 0 R T ' F! LION VIF UNLESS OTHERWISE NOTED VERIFY IN FIELD I IV. T.S. VB VINYL BASE , , VERF VERTICAL � - - . vCr ' vtrJYL cQMPosrnorJ TILE . . . _II ; 'NC WALL COVEr'VNG : WP av/ WATERPROOFING WITH LAKE MARY BLVD. . ,, W/U WITHOUT ;. , . r r ri r r r r r r r. Project 97200 Date OCT. 11, 1998 Revisions , Drawn By Checked By Content TRASH COMPACTOR U 1998 CLINE DAVIS ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. -,•THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITH- OUT FIRST: OBTAINING THE EXPRESSED WRITTEN PERMISSIQN AND CONSENT OF CLINE DAVIS 'ARCHITECT, PA �A sheet A8.1 € W , �..RR, SEE PLUMBING DWGS FOR , U�lul — ---'--�- � TEXTURED STUCCO _ -III-III-II1=III , III —III —III SAND & OIL INTERCEPTORS I � rn . -' COATING ON METAL LATH i I i i I!=1 I ITI I I —I ►1=� I-1 11=111= l l SLOPED C SLABER _ r _ I I I—III-1 I—_ �_ 11-III III�°I I(=�� 4 CONCRETE PAD _ �(O /A » D N i FURR BEAM. OUT TO FULL COL WIDTH SEE FOR BEAM SIZE -III--III--III- __ _ _ _ POST -TENSIONED TRASH RECEPTICLE ONE FOUR SID ` —.-� .»— PLAN I I I I ; III=III-III=III" CONCRETE SLAB OF STUD WALL BEYOND _Q I (I=I (�� COIN OPERATED VACUUM f i , i i-F--FACE -I I AND 2 X 10 COL FRAMING {=111=) -� I I= I I=III=) I=I I '►=flhfll=III1I��- i x' CORNER COL DETAIL CORNER COL DETAIL ISOLATION JOINT SEPARATING I ,, SLAB FROM PIER FOOTING 4 0 ALL AROUND i - CMU W/ STUCCO r(KCAL TYPICAL ELEC REQUIREMENTS CAD EA GARAGE SURFACE LIGHT GARA IL OPEN 20OR- CENTE-R DOOR TYPICAL cV -o TYPICALSEPARATION WALL:PO POSITION PIER COL CL, TYP PROVIDE 7/18A. - OSB ONE SIDE OF,'WALL ,, 2'-9 1/4" SEAL PARTITION TIGHT TO ROOF OECK;ABOVE. T. 6' �4 ' RATION, BETWEEN EACH INDIVIDUAL PROVIOF SEPA GARAGE UNIT TYPICAL A8.3 A8.3 ( T- P _... BU L U COLUMN - , SEE DETAIL 9 A8.2 �iJiLDI PLAN 1 ST OR GARAGE ZCAR_ WASH r .. 'Sh eet r 17 " WRAP DRAIN IOUAYLI(;FiI ;t R VIDE P05I DIVE DRAINAGE- . POST -TENSIONED -CONCRETE SLAB AT ALL SIDES OF GARAGE f -ri �...... ,. , : ..,__, t, :' 1.i '. �, :. :'-;_ ._- ,--r:: ,s 4:�I tt.l F...I_.�I�ia, - +� '-!" • •�. Q.-. t t � . � � .- � i--t�'-:.rl :, ",},�.: ._-1. -__., •:,, � --- I{:_t, .._' _., :fl'. -,i ._,C:._�t,. - - - ,1_�_.I { -i� - COMPACTED SUBGRADE _-.F_._r91.._tl ._,r �--I _ •. �.�_:_� —t�-i 7. T�_ -� - .t ,_� 4 , -1_ � , � t l 1 -- fi--::1--t •-, r :. ,':. _: 1. — ,-, -- - - _ - 1 ,-� - - .. -. ,,� -"t---..._.-. rt__,lr ..� .--'.'.�' _-_i(.:.:- _-„_-:,1..-.:,I- t _:.-!t::_ 1:.-, .--ill�.,!� --I� ',:". .: i' .!;.. �,i -- t, •:r._. �j _ �+ ..i + :I , Y;u --8" STUCCO FORM POST —TENSIONED e a. CONCRETE SLAB NERAL LIGHTING EQUIPMENT AND LAMPS Fixture Description • ... a Q ® .,_ ' $a $z $s ' $4 - • � r, $ :. • $M 1x4 FLUORESCENT LIGHT FIXTURE, LETTER INDICATES FIXTURE TYPE FAN/LIGHT, GROAN #679` EMERGENCY,' LIGHT BATTERY PACK .FLUORESCENT LIGHT FIXTURE -WALLMOUNT DOWN LIGHT •.= RECESSED. DOWN LIGHT -SURFACE WALL MOUNTED FIXTURE EXIT LIGHT =WALL MOUNTED .- ARROW SHOWS DIRECTION, SOLID :QUADRANT INDICATES FACE EXIT LIGHT - CEILING MOUNTED.- ARROW SHOWS DIRECTION, SOLID ;QUADRANT INDICATES FACE TRACK MOUNT LIGHT FIXTURE SINGLE POLE TOGGLE SWITCH, SUBSCRIPT INDICATES FIXTURE CIRCUIT .CONTROLLED (48"A.F.F.) DOUBLE POLE TOGGLE SWITCH (48„ A.F.F.) THREE-WAY TOGGLE SWITCH (48" A.F.F.) SWITCH ° A FOUR-WAY TOGGLE SWI H48 ( A.F.F.) " DIMMER SWITCH (48" A.F.F.) RATING NOTED IN WATTS MOTOR RATED TOGGLE SWITCH (48" A.F.F.) �� F ® � SS FFACP1 FATc PANELBOARD HOMERUN TO PANEL, ONE ARROW PER :CIRCUIT FIRE ALARM SYMBOLS FIRE ALARM PULL STATION (48" AFF) COMBINATION FIRE ALARM AUDIBLE AND VISUAL APPLIANCE (80 AFF OR 6 BELOW CEILING, WHICHEVER IS LOWER) IONIZATION TYPE SMOKE DETECTOR W/BATTERY BACK-UP (CEILING MTD) DUCT MOUNTED SMOKE DETECTOR S = SUPPLY DUCT R = RETURN DUCT HEAT DETECTOR ELECTROMAGNETIC DOOR HOLDER qHU SHUTDOWN RELAY- FIRE SPRINKLER- FLOW SWITCH FIRE SPRINKLER TAMPER SWITCH I C FIRE ALARM CONTROL PANEL FIRE ALARM TERMINAL CABINET TO A C DUCT A 2 F34 T12 48" WRAPAROUND 6" RIBBED GLASS GLOBE B 1 60W CLEAR WHITE RIBBED INCANDESCENT C 1 75W A-19 12(LING FIXTURE " CE D 2 40W CLEAR. FLUOR PATIO LIGHT E 1 PL13 WHITE RIBBED INCANDESCENT F 1 75w A-19 CEILING GLOBE G 1 60W TRACK LIGHT 2'-0" TRACK LIGHT 4'=0" H 2 50W R-20 J 3 50W R-20 24" VANITY K1 3 60W CLEAR 36" VANITY K2 5 60W CLEAR ROUND GRILL L 2 7W PL HALL &FOYER LIGHT M 1 100W CLEAR STORAGE LIGHT KEYLESS LAMPHOLDER N 1 7W PL P 1 100W FLUORESCENT 8' 0" F12 2 F032T8 PRIOR TO ORDERING. LIGHTING 1. FIXTURE SCHEDULE NOTES: FINIS EXACT H WITH ARCHITECT/OWNER COOR DINATE Oa FIRE ALARM CONNECTION / PUSHBUTTON "STATION.(FOR GARAGE DOOR OPENER) ELECTRIC SMOKE DAMPEK 1-4 FIREMAN'S TELEPHONE JACK i _© TIME SWITCH © PHOTOCELL SWITCH P OWER GENERAL LEGEND TELEP H ON E& ATA/ PUBLIC ADDRESS (PA.) �x DUPLEX RECEPTACLE, FLUSH MOUNT (18 AFF) E = WP WEATHERPROOF W ® MOUNT ( A.F.F.) TELEPHONE AND/OR DATA 00 M 18" F. GFI = GROUND FAULT INTERRUPTER N SPACE WITH HTX"TSH STUB INTO CEILING CONDUIT W = HIGHER MOUNT TO MEET ADA REQUIREMENTS EWC ELECTRIC,WATER COOLER x SS PLAT .MOUNT BE ACCESS E _ IG , ISOLATED GROUND M ❑ - MIC PHONE OU FLOOR MICROPHONE OUTLET CT,= MOUNT ABOVE: COUNTER TOP H = ,MOUNT HORIZONTALLY M❑-i MICROPHONE LET - T 1 A.F.F. M NE OUT WALLA 8° A. . DUPLEX RECEPTACLE, MOUNT ABOVE COUNTER TOP ® PLYWOOD BACKBOARD, 3/4°THK x. SIZE AS SHOWN ON PLANS H INSTALL HORIZONTAL (PAINT W/2 COATS OF FIRE RETARDENT GRAY PAINT) _ QUADPLEX RECEPTACLE, MOUNT IN TWO GANG BOX ® SPEAKER -CEILING MOUNT DUPLEX RECEPTACLE = SPLIT WIRED .(1 OUTLET PER CIRCUIT) sQ-� SPEAKER - WALL MOUNT WP = WEATHER PROOF SPEAKER WITH SECURITY CAGE OVER IT ® DUPLEX.OR QUADPLEX RECEPTACLE, FLOOR MOUNT is INTERCOM ® SPECIAL PURPOSE OUTLET; `SEE. -PLANS FOR NEMA TYPE D PREWIRED SECURITY CONNECTION, WORK BY OTHERS MULTIOUTLET ASSEMBLY (WIREMOLD) N PREWIRED TV OUTLET (18" AFF) SIMPLEX RECEPTACLE QX JUNCTION. BOX, CEILING MOUNT FAN J-BOX LISTED FOR CEILING FAN J-BOX LISTED FOR CHANDELIER 0 JUNCTION BOX, WALL OR FLOOR MOUNT 303P .� DISCONNECT SWITCH - 3P, 30A., NON -FUSED INDICATED : NF COMBINATION MAGNETIC MOTOR STARTER AND DISCONNECT SWITCH,, TYPE AND SIZE INDICATED. SEPARATE ITEMS ARE ACCEPTABLE , 71 Manufacturer PROGRESS PROGRESS PROGRESS PROGRESS PROGRESS PROGRESS PROGRESS PROGRESS PROGRESS PROGRESS PROGRESS PROGRESS PROGRESS PROGRESS P&S PROGRESS Fixture Data Catalog Number 07186-30ES P3599-10 P5691-60 P3533-10 P5694-60 P5691-60 P3605-30 P9103- 28/(2)P9200-28/P9108- 28 P9107-28 P9104-28/(3)P9200-28/P9108- 28 P9107-28 P3114 P3116 P7303-30 P5879-10 P3622-30 DMW232120CEB See Voltage Note Mount CEIL CEIL WALL CEIL WALL WALL CEIL CEIL CEIL WALL WALL WALL CEIL CEIL CEIL CEIL. 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 f GP4-1 3 GP4-2 GP4- » ,i TO APARTMENT MINI -HORN :: o GP4-3 :< 4 f PANEL GP4_ LIGHT S NOTE E d ( E4�D) � /1 �� /1 �L° I /l r� /I ?� 60A MCB, 12 SPACE F F &L 4R EN (FED FROM. LOCAL HP ) SEE. SITE PLAN FOR LO CATION 3RD FLOOR " NEMA-3R ENCLOSURE • :a • . r „ , , y , : „ t Y „ Yr .1...E , .. - . .. ... - , ELEC TRICAL''SYMB0L LI LIGHTING; SYMBOLS .. FAF I ' 2x4',FLUORESCENT LIGHT FIXTURE, INDICATES FIXTURE TYPE MOTOR , FA I 1 x4::'; FLUORESCENT LIGHT FIXTURE; LETTER INDICATES FIXTURE TYPE I PANELBOARD "' a FAN/LIGHT, _ BROAN #679 - HOMERUN TO PANEL, ONE ARROW PER CIRCUIT 00 EMERGENCY LIGHT BATTERY PACK z FLUORESCENT LIGHT FIXTURE .- WALL'.MOUNT , FIRE ALARM SYMBOLSL. DOWN LIGHT _ : RECESSED.' FIRE ALARM PULL STATION (48" AFF) 0 DOWN LIGHT =``SURFACE' PLI AP A COMBINATION FIRE ALARM AUDIBLE AND VISUAL NCE (80° AFF OR 6" BELOW CEILING, WHICHEVER IS ,..; WALL MOUNTED FIXTURE `, :. • : LOWER) EXIT, LIGHT WALL MOUNTED --ARROW SHOWS .DIRECTION, IONIZATION TYPE SMOKE DETECTOR W/BATTERY BACK-UP (CEILING MTD) SOLID 'QUADRANT INDICATES FACE DUCT MOUNTED SMOKE DETECTOR ® EXIT. LIGHT , CEILING MOUNTED -'ARROW ;.SHOWS ,DIRECTION, ` S S = SUPPLY DUCT "- SOLID QUADRANT_ INDICATES FACE R RETURN DUCT j. RACK,, LIGHT FIXTURE ' . HEAT DETECTOR f $a : - SINGLE.POLE TOGGLE SWITCH,-, SUBSCRIPT INDICATES FIXTURE, ELECTROMAGNETIC DOOR HOLDER I 1 , x SCHEDULE ® FGENERALLIGHTING IPME NT ANDLAMPS M ark .,Lamp Data P ' ue Description tion Fixture P Fixture Data Voltage 9 Se e Note a ufacturer M n Catalog Number 9 t Mount Type e F1 21 F032T8 2x4 FL OURESCENT LITHONIA — 2M2 32-120 GEB -SURF 120 DS . N1212 EMERG. EGRESS LIGHTS LITHONIA ELM412ON - 120 F2 2 LED EXIT LIGHTS LITHONIA L LQM SW1 R120EHC SURF 120 F3 NA 26DTT � RECESSED FLOURES CENT LITHONIA AF1 26DTT6AR120 REC 120 F4 1 F4A 1 50W MH RECESSED HID LITHONIA AH/50M6AR120 REC 120 F032T8 1 x4 FLUOR. STRIP LITHONIA SB232120GEB SURF 120 F5 2 F6 1 26DTT FLUOR. WALL WASH LITHONIA AFW126DTT6AR120 / REC 120 26DTT REC. FLUOR. DOWNLIGHT PROGRESS P226/P6667/30 REC 120 F7 2 40OW MH ' 2x2 SPORT LIGHT BIEBER T2-400-MH-24OV-WHT REC 240 F8 1 F9 2 F96T120H0 ATTIC LIGHT W/ WIRE GUARD LITHONIA C296HO120GEB WG SUSP 120 F10 1 60W A-19 SHOWER LIGHT - WET LOCATION SEAGULL 1108/1135-04 REC 120 F11 1 PL13 FLUOR. WALL PACK TROY LTG. CARLTON B4921 WALL 120 F12 2 F032T8 FLUOR. 8'-0" LITHONIA DMW232120GEB CEIL 120 F13 4 75WQ PAR 30 , TRACK LIGHTS 8 '-0 " PROGRESS 4 P6376-28-P6245-10 � ) SURF 120 75W PL STORAGE LIGHT PROGRESS P3622-30 CEIL. 120 F14 1 'CIRCUIT CONTROLLED (48 A,F.F.)` AHU SHUTDOWN RELAY $z DOUBLE POLE TOGGLE SWITCH -(48 A,F.F. ) Fs FIRE SPRINKLER FLOW SWITCH $3 THREE=WAY TOGGLE =SWITCH (48" ,A.F:F.) FSS1 FIRE SPRINKLER TAMPER SWITCH i $4 ' ,; 'FOUR-WAY . TOGGLE' SWITCH : (48" A.F.F.) = FncP FIRE ALARM C NTROL PANEL " $o DIMMER SWITCH (48 ,A.F.F. RATING° NOTED ;'IN WATTS 3 $M :MOTOR RATED" TOGGLE SWITCH (48": 'A;F.F,) : FnTc FIREALARM TERMINAL CABINET .,•' _. OO FIRE CONNECTION TO A/C T ❑ :; : ' PUSHBUTTON. STATION :(FOR GARAGE. DOOR > OPENER) .ALARM ELECTRIC SMOKE DAMPER !:.I-4 'S' P FIREMANTELE HONE JACK f= © :TIME SWITCH ,. ,: •. • <-.', . r © y',PHOTOCELL' SWITCH , .._............. „ . A . � OW R GENERAL LEGEND P E / _ .. • TELEPHONE _DATA , . ES S P.A. PUBLIC A D D R (_�__�_ •i } ,.''DUPLEX .RECEPTACLE,'`FLUSH ; MOUNT (18" :AFF) , .. WP WEATHERPROOF.- W::® • OUTLET FLUSH' MOUNT 18 A,F.F. , TELEPHONE AND"OR DATA 0_ ( )- :. >. - • :' GFI =GROUND'FAULT INTERRUPTER STUB INTO ' CEILING SPACE WITH 'X CONDUIT ` - EWC _ .ELECTRIC:WATER .COOLER W = ;HIGHER MOUNT TO MEET ADA REQUIREMENTS s- MOUNT BEHIND` ACCESS_ PLATE IG =' ISOLATED .GROUND' MICROPHONE OUTLET -FM LOOR E € I MOUNT'ABOVE COUNTER :TOP : _ H _ 'MOUNT HORIZONTALLY' � �, 31 MICROPHONE OUTLET WALL AT 18 A.F F tt - t:, + U TER ':TOP, RECEPTACLE, MOUNT ABOVE CO. N ®; PLANS', E PLYWOOD BACKBOARD, : 3 4 THK x SIZE AS SHOWN ON PLA /_; H =INSTALL HORIZONTAL-, '. .: PAINT W /2 .COATS OF FIRE RETARDENT 'GRAY PAINT) I i • , ' , QUADPLEX ''RECEPTACLE, MOUNT; IN TWO GANG BOX' O - MO I`• SPEAKER CEILING UNT I !j{ I :::DUPLEX RECEPTACLE -SPLIT WIRED (1 OUTLET PER CIRCUIT) sQ-i SPEAKER -WALL MOUNT : I :. . ,:.. - '. i, '•' :,._.;. ,',` `' '- WER PROOF SPEAKER WITH SECURITY CAGE OVER ATHER t •,k ,::. . .;._ ,i,. ,.•. ® DUPLEX OR QUADf'LEX RECEPTACLE, `FLOOR MOUNT - is , „ INTERCOM : •' ® SPECIAL PURPOSE OUTLET, `SEE PLANS FOR NEMA TYPE D PREWIRED SECURITY CONNECTION, WORK BY :OT HERS it E II 1 , MULTIOUTLET ASSEMBLY WIREMOLD Tv PREWIRED TV OUTLET (18 AFF) 8-. ` . SIMPLEX RECEPTACLE �UNCTIQN BOX, CEILING MOUNT FAN =. J--BOX LISTED FOR CEILING FAN ! I 3 TO NEAREST HOUSE CHN =: J-BOX<LISTED FOR CHANDELIER I li.•,• ; 3 t t . ;•: <z' t' PANEL (HP) PROVIDE ,. I 0 CKT (1)2 OA 1-POLE . BKR. ` ': � , a❑—JUNCTION BOX, WALL OR FLOOR MOUNT- 303P 0, DISCONNECT SWITCH - 3P, 30A., NON -FUSED INDICATED i } I= t� ;.........,. 5HP MOTOR 1 } _ �_ ._..., ! i, : _ �I ....:::::::....... _ ..... . IE .,. NF iE..2„c ........ 208V : I: , r. ®' COMBINATION MAGNETIC MOTOR STARTER"AND DISCONNECT ` SWITCH TYPE AND :SIZE INDICATED. SEPARATEITEMS ARE � i i , P 3 5 C i€ ACCEPTABLE ,: II = E ; ffE ( 3 60A., 2P C.B. I t f`E , - EE E IN 1' C 33 i F4A , J I3 E i j E 3 %F 3 1 , }I . F12 ? i I PANEL 'CP' 80A. MCB -,, 12 SPACE, NEMA-3R ENCLOSURES ' € f _......................................................� I FED FROM CLUBHOUSE : PROGRAMMABLE TIME CLOCK r • } i w BATT BACKUP E I , i ! _ CP t } ,.. it •. : _, , MT. PHOTOCELL Al TOP OF STRUCTUR oa , CLINE DAV I S AICHtT&CTS PA i i Sims wilker'sorx. -. Engineering, Inc. 1555 'Howell Branch Road, -Suite A-1 0 Winter Park, Florida 32769 00 (407)645-1566 FAX (407)645=2399 =i , ., i : t , ` v. n v s < 4 E w. , v .. _ w f _, P E , 15 AMPS LU GSS ONLY < OPTION 5 , . ,. M PUS _. a .. FACE TG NEMA TYPE ND', , . ; t . , KV:_ • .., PAE , _ ,, I 00 CV NOTES: FOUNDATION & FIRST FLOOR PLAN -- BUILDING TYPE III � S.W. — INDICATES 1/" OSB SHEAR WALL LOCATIONS SEE SHEET S5.1. SCALE: 1/8" = 1'—O" SHEAR WALL EXTEND FROM FOUNDATION TO ROOF (U.N.O:) 2. 'CONTRACTOR COORDINATE ALL DIMENSIONS WITH ARCH. DWGS.. PRIOR TO CONSTRUCTION. ` NOTES — — 3. — INDICATES,: INTERIOR LOAD BEARING WALLS W/ FOUNDATION:` 1. SEE ARCH FOR REVISED DECK INFO _ _ UNITS A2, A4, Cl, C5 & D1 2. SEE ARCH FOR REVISED B'WAY INFO — INDICATES .INTERIOR NON —LOAD BEARING WALLS (SHOWNFOR CLARITY) PLANS REVIEWED 7=4 CITY OF SANFORD a ALL EXTERIOR "WALLS SHALL BE CONSIDERED LOAD BEARING. S iT s 4 — INDICATES GYP —BOARD SHEAR WALL. APPLY 2 LAYERS OF GYP: EACH SIDE OF WALL. �, W DRYWALL NAIL `,:GYP, TOSTUDS. W/ . 5d NAILS. 0 4 o.c, OR 13/4 r` TYPE SCREWS 0 4, o.c) SEE S5.1 ' FOR TYP.. ELEYA ION L�►NNIGAI, �& .A�S�I�TE 2906CI,4AMBLEE'.•TUCKER ATLANTA, GEORGIA°.3041 H70 -� 0 419 P 7 452 a • r r r r r FOUNDATION FIRST FLOOR PLAN BUILDING TYPE V' Project 972100 SCALE: 1/8" = 1'-0" NOTES: Date SEPT&. Revisions JAN, S•w• NOTES 1 • - INDICATES " OSB SHEAR WALL LOCATIONS SEE SHEET $5.1. EXTEND 2/16/99 , OWNER REQU6.1. SHEAR WALL FROM FOUNDATION TO ROOF (U.N.O.) REVISIQN 1. SEE ARCH FOR REVISED DECK INFO UNITS A2, A4, Cl, C5 & D1 2. CONTRACTOR COORDINATE ALL DIMENSIONS WITHARCH. DWGS. PRIOR TO CONSTRUCTION. Project , 2. SEE ARCH FOR REVISED B'WAY INFO Drawn R, B BY ; 3• — INDICATES INTERIOR LOAD BEARING WALLS W/ FOUNDATION. -�_____---- " Checked B Y , -- INDICATES INTERIOR NON —LOAD BEARING WALLS (SHOWN FOR CLARITY) Content RECEnIE® MAY 21:199'� ALL EXTERIOR WALLS SHALL- BE CONSIDERED LOAD BEARING. S.W.* PLAIVTA1104 LW, 4. — INDICATES GYP -BOARD SHEAR WALL. APPLY 2LAYER OF GYP. „EACH SIDE OF WALL4 "F ----,---F--- c %99a CUW� ., .. NAIL GYP.,' TO .STUDS `W 5d- NAILS 4,� / ox. OR 1 �4 TYREW DRYWALL H - .. SCREWS .0 4 ox. E , S5.1 FOR TYP :. E, ELEVA ION -;:: ;:',• DAVIS,.R GtITCT FaSPRESSLY RESERv S R `OTHER •. ;LAW COPY,R1GKf :AND ROFER7Y, . 'RIGHTS,, IN: THESE,i PLANS., -"THESE iF".l.ANS: AR>r NOT. 7O SE _REPR(?DUCED; ,GE(AttQED , _. '. .. ., y r; .�, r r .. - 3: r11 ED W qR, COPIED„IN `.ANY FORA .OR;,,MANNZR WNATSOV�R, `NQR 'ARE"TN'TQ.Bs : F t. T ry `�� I �. '��-.. ��R� <`, `, - ASSIGNED, TO Ary( THIRD PARTY; W ofrk , qUT' FIRST ,O�TAINING:-THE EXPRESS] .=•. • WRITTEN .PERMISSIOPt AIUD CONSENT OFp _ - .- Cl,INf~ . DAMS ARCHIT ECT' , jj - Q� ASSOCIATES i91 LANNI((''\J��//��NC34 ' s . v 1 + 1 l ST ` 290 HA T, M E B K R �,<.. 980 5S25 8 , LA GE G I�("I'A R IA 30341 -_ H. 7 7 84t.. _. f x.. , < , r 0 f U r �aaraa a it U �I li L A - _--- _---J. I � A I I jw 1 Sn _� U 11 r-- 6 I' ICI �-1 t-- 'I ill II 0 11 IMI tl LL 1 11 9 I N 11 ICI it I 11 I ap � o LL 5. N . ,� 11 0 L—JL 11 '- -------------- L� 18" FLR TRUSS 0 2' — 0" o. c. GIRDER TRUSS w GIRDER TRUSS 11 S5.2 C BEAM SCHEDULE A * 2— 2 x 8 B * 2— 2 x 10 c * 2— 2 x 12 D * 3— 2 x 10 E * 3— 2 x 12 F * 2— 1 3/4 x 1 17/8" PARALAM BEAM G * 2— 13/4 x 14" PARALAM BEAM H * 2- 13/4 x 18" PARALAM BEAM 98045S31 u 0 F— to — — — — — — — — — 18" F co r TRUSS �.11 10 1 RUSS 1 Sov FLR TRUSS 11 18 FLR FLR TRUSS 1 8"'FLR TRUSS 1, 8)o F TRUSS' 4RUSS 18" FLR _�RUSS 18 0 T 7 0 0 2'- 0 O.C. .0. 0 q Q.c. w w 0 < 0. C. @ 2'— 0 0. C, 0 2'-0" O.C. 0 2,—o" O.C. 0 2'— 0 Q I V 2'- ":0 21,- P 21 01" rJ C14 go I t I b�' r— canon PnO17 TPI lqqP'q -I— Al 10 R S5,2 - - - - - - - - - - - - - - jL__ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A I m Ilm BEAM -SCHEDULE A 2- 2 x 8 2- 2 x 10 2- 2 x 12 D 3- 2 x 10 E 3- 2 x 12 F 2- 13/4 x 117/8" PARALAM BEAM G * 2- 13/4 x 14" PARALAM BEAM H " 2- 13/4 x 18" PARALAM BEAM 1 810 FLR TRUSS T21-0pl O.C. 111 III IL ffOOD ROOF TRUSSES (9 2'- 0 " o. c. it O.C. 2'-0 O.C. E E 7II I v z —u O.C. -TO 0 2' '0" o.c. P r ojeot t II II II It It FIR TRUSS 18)8 FLR TRUSS I C 1 1 R" ..-,Dr6.wh a 21-Ot ®2 "-'o" O.C. AE,) 9 'Checked By M, Fi, F BEAMS AND JOISTS 0 DECKS & BREEZEWAYS ZII _SHALL BE PRESSURE TREATED. q,9_9 BEAM SCHEDULE A *2— 2 x 8 B *2-2x 10 c * 2— 2 x 12 D *3— 2x 10 E * 3— 2 x 12 F * 2— 13/a x 117/8" PARALAM BEAM G * 2— 13/4 x 14" PARALAM BEAM H * 2— 13/4 x 18" PARALAM BEAM 2x10 .T JSi I II I i I II I E 6' .c c I II I I I I u ® 16' o.c.i1 11 II 2x8 P.T JST II II II It �f I. n u 0 � V TO c a, o r vi !► A 1IMP BEAM SCHEDULE A *2-2x8 B *2-2x10 C * 2- 2 x 12 D * 3- 2 x 10 E * 3- 2 x 12 E * 2- 13/4 x 11/8" PARALAM BEAM G * 2- 13/4 x 14" PARALAM BEAM H * 2- 13/4 x 18" PARALAM BEAM Drawn By . R.13 Checkeei Rv ;I M F , * BEAMS AND JOISTS 0 DECKS & BREEZEWAYS - tent. Con. RECEIVED SHALL BE PRESSURE TREATED. , MAY' 21 1999 PLANTATION LK8 {.1 G 1998 CLINE DAV1S ARCHIiEGT� . EXPRESSLY RESERVES; ITS COMMON,; LAW COPYRIGHT AND ' OTHER' PROPERTY, '. `+ i RIGHTS IN THESE, PAWS:'. THESEPLP�S: w ARECEDR Q GED' 0 . C4PIEGp INEANY FORM,, 0 MANNER.: q .. q�r �%.1`�V Y9M YVHATSOEVER, NOR ARE THEY.'TP BE ASSIGNED TO ANY PARTY; WLTH�- _ • CiT� � �A��ORD. ,THIRD OIJT FiFtSt (1DTAINING, THE !=?CPRSSEQ, WRfiTt Fl.; PEk*M SSION, AND CONSafF , QI' -, # . . , CUNE t?AVIS ARCHITECT,. PA A J �A FLANIGAN SoCr 1 2900 CHAMBLEE TUC. R R D. B D 7 : , ATLANTA, GEORGIA ' 30341 - , S beet 77 4,,2 04 PH. 0 . i , . A 98045S MEN 1 1 BEAM SCHEDULE A * 2- 2 x 8 g * 2- 2 x 10 C 2- 2 x 12 D * 3- 2 x 10 E * 3- 2 x 12 F * 2- 13/4 x 117/8" PARALAM BEAM G * 2— 13/4 x 14" PARALAM BEAM H * 2— 13/4 x 18" PARALAM BEAM NOTE: 1. PLACE 3 STUDS TO THE FOUNDATION AT ALL GIRDER BEARING POINTS: 2. SEE ARCH FOR REVISED DECK INFO UNITS A2, A4, Cl, C5 & D1 3. SEE ARCH FOR REVISED B'WAY INFO 4. SEE ARCH FOR REVISED ROOF LINES Project .97' 00 l Date SEPT. ,'30,..,:1 T„ Revisions JINN :.22 2/16/9 UWiyER REQUESTED REVISION- Project Drawn Oy R,B. * BEAMS AND JOISTS 0DECKS & BREEZEWAYS p Cheoked By J.M:F i a 5` SHALL BE PRESSURE TREATED. Content RECEIVE® ' MAY 2 1 1_999 � K ..PLANTATION LKS. t, 0 1998 CUNEE DAVIS:: ARCHITECTS. `-_ . EXPRESSLYDMMQ 3 comm {; lCO YRt HT AND OTHER PROPERTY :rs ,- RIGHTS'IN THESE PLANS, THESE PLANS a. • • ARE NQT TQBE REPRQDU CED,;.CHANGED • , 9r �p i�� LAN PL.��3�Y.� r IE `I� E®. QR',CgPIEQ'1N ANY FORM ,' QR MANNER : WHAfSOEVER..N014 ,ARE ;THEY-T0 �E.. aSSIGNED. TO ANY THIRD PARTY:,WtT,H O SAN�OR� • OUT'; FIRST OBTAINiP1G. THE: EXPRESSED .WRITTER PERMISSION AND CONSENT OF E�i� PA CLINE DAV1S ARCHfT J M FLANNIGAN ASSOCIATES 2900 TUCKER,,RD. BLDG. #7. .CHAMBLEE ATLANTA,' GEORGIA :3Q341., :. P 77 4 1 Hf, 0 5 0.4 9 Sheet 1 980 5S 3 - , 1 1 0 , .i , 1 ■ I III '0 A ''98045S35 ROOF FRAMING PLAN BUILDING TYPE V SCALE: 1 /8" = 1'-0" NOTE: 1. PLACE 3 STUDS TO THE FOUNDATION AT ALL GIRDER BEARING POINTS. 2. SEE ARCH FOR REVISED DECK INFO UNITS A2, A4, Cl, C5 & D1 3. SEE ARCH FOR REVISED B'WAY INFO 4. SEE ARCH FOR REVISED ROOF LINES BEAD SCHEDULE A * 2- 2 x 8 B *2-2x 10 C * 2- 2 x 12 D * 3- 2 x 10 E * 3- 2 x 12 F * 2- 13/4 x 1 1/8" PARALAM BEAM G * 2- 13/4 x 14" PARALAM BEAM H * 2- 13/4 x 18" PARALAM BEAM * BEAMS AND JOISTS (9 DECKS & BREEZEWAYS SHALL BE PRESSURE TREATED. CITY v " �,*, . ARE NOT TQ BE REPRQDUCED,'CHANGED OR :COPIED IN ANY 'FORM , OR � MIANNR 'WHATSOEVERR. NOR :ARE THEY TO ::BE ASSIGNED ,TO; ANY THIRD. -,PARTY; WITM OUT FIRST OBTAINING THE ,EXPRESSED r C, L I N . .. ...... 11171.,,.. �D AV, GENERAL NOTES TOP/3/4" PLYWOOD TOP/3/4" PLYWOOD AR CHITE,C.TS PA,; TOP/DOUBLE PLATE TOP/DOUBLE PLATE 1. DESIGN IS IN ACCORDANCE WITH THE STANDARD CODE. 19. CMU WALLS ARE TO HAVE HORIZONTAL JOINT REINFORCING AT 16" O.C. UNLESS OTHERWISE NOTED. ROOF ROOF 414 West Jones St 1 2. DESIGN LOADS ARE AS FOLLOWS: ROOF DEAD LOAD SEE -TRUSS NOTES 20. CONNECTIONS OF STRUCTURAL STEEL SHALL BE AS FOLLOWS, UNLESS Raleigh, NC ' 27603 ROOF LIVE LOAD SEE TRUSS .NOTES NOTED OTHERWISE ON THE DRAWINGS. FRAMED FLOOR LIVE LOAD 40 PSF UNITS, 919/833-6413 80 PSF BREEZWAYS, A) WHERE BEAM REACTIONS ARE NOT SHOWN ON THE DRAWINGS, " ,� 60 PSF PRIVATE BALCONIES CONNECTIONS SHALL BE DETAILED FOR THE MAXIMUM UNIFORM o.c. --- �- 2x4 ® 16 o.c. 91.9/836-12$4 FAX 2x4 ® 16 LOAD WHICH THE BEAM WILL SUPPORT (AS A SIMPLE BEAM) CDA@INTERPATH.CQM FRAMED FLOOR DEAD LOAD 25: PSF FOR THE SPAN SHOWN ON THE DRAWING. COMPOSITE BEAMS WIND SPEED 100 PSF ARE TO BE DESIGNED FOR 1.5 X THE MAXIMUM UNIFORM LOAD WHICH THE BEAM WILL SUPPORT (AS A SIMPLE BEAM) FOR THE :. SPAN SHOWN ON THE DRAWINGS. 3. MATERIALS ARE TO BE AS FOLLOWS: f, STRUCTURAL STEEL ASTM A36 B) WHERE BEAM REACTIONS ARE SHOWN ON -THE DRAWINGS, THE STRUCTURAL BOLTS ASTM A325 (U.N•O.) CONNECTIONS SHALL DEVELOP THE REACTIONS SHOWN. PROVIDE : <' ANCHOR BOLTS ASTM A307 ERECTION BOLTS AT FIELD WELDED CONNECTIONS. WELDED WIRE FABRIC ASTM A185 STRUCTURAL TUBING ASTM A500, GRADE B (Fy=46 KSI) 21 • ALL STRUCTURAL STEEL TO HAVE ONE (1) COAT OF STANDARD SHOP 3-rd LEVEL 3-rd LEVEL FRAMING ANCHORS TECO, SIbiPSON OR EQUAL PRIMER. TOUCH UP ALL STRUCTURAL STEEL AFTER ERECTION WITH SAME PRIMER. EXPANSION BOLTS HILTI QUICK BOLTS OR APPROVED EQUAL PROVIDE CONTINUOUS 22. WELDING TO BE BY QUALIFIED WELDERS USING E70XX ELECTRODES AND BRIDGING u 11 u .1 u u TIMBER #2 SOUTHERN YELLOW PINE x` (KILNDRIED) U.N.O.IN ACCORDANCE WITH AWS D - : PROVIDE 2x4 STUDS SEE STUD SCHEDULE r Y: PLYWOOD C-C EXT. APA (U.N.O:) 2x4 @ 16" o.c. 2x4 16'` o.c. ----- - BLOCKING CONCRETE f c = 3000psi ®'28 DAYS 23. THE STRUCTURAL DESIGN OF BUILDING IS BASED ON THE FULL IN FLOOR : CONCRETE BLOCK ASTM C90 INTERACTION OF ALL ITS COMPONENT PARTS, WITH NO PROVISION MADE SPACES MORTAR C-270, TYPE S, 1800psi FOR CONDITION OCCURRING DURING CONSTRUCTION. THEREFORE, t t REINFORCEMENT ASTM A615, GRADE 60 CONTRACTOR SHALL PROVIDE ADEQUATE BRACING DURING CONSTRUCTION. VAPOR BARRIER 6 MIL POLY >' GROUT 5000 psi, NON SHRINK 24. STRUCTURAL DRAWINGS INDICATE TYPICAL AND CERTAIN SPECIFIC CONDITIONS ONLY. FOR INFORMATION NOT SHOWN SEE OTHER APPLICABLE DRAWINGS AND/OR CONTACT ENGINEER." 4. FIELD VERIFY ALL EXISTING CONDITIONS ABOVE AND BELOW GROUND PRIOR TO FABRICATION AND CONSTRUCTION. 25. CONTRACTOR STRUCTURAL ORL PROVIDE DURING DS NECESSARY CONSTRSHORING AND BRACING FORALL 2-nd LEVEL 2-nd LEVEL 5. DESIGN SOIL BEARING PRESSURE IS 2500 psf. THIS VALUE IS TO BE FIELD VERIFIED BY A QUALIFIED SOILS ENGINEER PRIOR TO CONCRETE PLACEMENT. ALL RECOMMENDATIONS OF REFERENCED REPORT SHALL BE FOLLOWED, PROVIDE CONTINUOUS ; BRIDGING 6. ANY FILL BELOW INTERIOR CONCRETE SLABS ON GRADE AND ANY FILL 'WITHIN WOOD TRUSS NOTES: SIMPSON "CS16" 10'-0" OF BUILDING LIMIT SHALL BE AS DETERMINED BY THE GEOTECHNICAL N ORIGINAL UNDISTURBED, SOIL OR 2-2x4 16" o.c. STRAPS 4'-6 LONG 2-2x4 @ 16" O.C. ENGINEER. ALL FOOTINGS SHALL BEAR 0 OR G U B AT ALL ROOF TRUSS CONTROLLED FILL. 1. TRUSS LOADS: BEARING WALLS ;. ROOF DEAD LOAD = 30 PSF INTERIOR AND EXTERIOR 7. UNLESS NOTED OTHERWISE, ALL INTERIOR AND EXTERIOR SLABS ON ROOF LIVE LOAD = 20 PSF TYPICAL) EARTH, INCLUDING STEPS, SHALL BE 4" THICK REINFORCED WITH 2. ALL WOOD ROOF TRUSSES SHALL BE DESIGNED AND FABRLCATED TO COMPLY 6/6x10/10 W.W.F. PLACED 2 DOWN FROM TOP OF SLAB - LAP W:W.F. WITH THE NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ONE SPACE ALL SIDES AT SPLICES. IT - �- 'S FASTENERS, LATEST EDITION, TIMBER CONSTRUCTION STANDARDS (A.I.T.C.) 8. "C.J." ON SLAB AND FOUNDATION PLAN INDICATES A KEY -FORMED AND THE BUILDING CODE. CONSTRUCTION JOINT OR SAW -CUT CONTROL JOINT IN THE CONCRETE 3. ALL TRUSS DESIGNS SHALL BEAR THE NAME AND SEAL OF A LISENSED SLAB ON GRADE. SAW -CUT JOINTS, IF USED SHALL BE 1 /8°' WIDE X 1-st LEVEL 1-st LEVEL ' x 0.25 SLAB DEPTH DEEP AND SHALL BE INSTALLED WITHIN 24 HOURS PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT. OF SLAB PLACEMENT. "C.J.'S" ARE TO DIVIDE THE SLAB SUCH THAT CONCRETE WITHIN "C.J.'S" IS NO GREATER THAN 30'-0" IN EITHER 4. THE TRUSS SUPPLIER SHALL SUBMIT THREE COPIES OF THE TRUSS DESIGN DIRECTION, CALCULATIONS AND SHOP DRAWINGS TO THE PROJECT ENGINEER FOR ALL LOAD BEARING STUDS SHALL BE #2 SPF OR #2 SYP ALL LOAD BEARING STUDS SHALL BE #2 SPF OR #2 SYP { APPROVAL. 9. PROPORTIONING OF REINFORCED CONCRETE MEMBERS AND THEIR STEEL I A BASED ON AN ULTIMATE STRENGTH DESIGN IN 5. ALL LUMBER SHALL CONFORM TO THE SPECIES AND, RECOGNISED NOMINAL �'� �� REINFORCING RE B E E TRUSSES PARALLEL _TO WALL TRUSS L T , �� SIZES SHOWN ON THE TRUSS ENGINEERING DRAWINGS. ACCORDANCE WITH BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACC 318-83). 6. ALL TRUSS CONNECTOR PLATES SHALL BE MANUFACTURED FROM ASTM ' ' WHEiV, TRUSSES RUN PARALLEL TO ' A446-72 GRADE A GALVANIZED STEEL OF NO LESS THAN 20 CAGE 10. ALL CONCRETE SHALL BE CLASSIFIED AS NORMAL WEIGHT WITH A UNIT AND ON TOP OF THE SHEAR WALLS, WEIGHT OF 145 PCF. THICKNESS WITH A MINIMUM YIELD OF 33,000 psi AND AN ULTIMATE EXTEND SHEAR WALL ,SHEATHING TO ` TENSILE STRENGTH OF 45,000 psi. THE BOTTOM OF THE ROOF SHEATHING NOT LOADED UNTIL THE CONCRETE DESIGN i t i j ! 1 1 I 1 1 I! I I ► t I{ (DIAPHRAM) AND NAIL TO THE TRUSS 11. CONCRETE MEMBERS SHALL 0 BE LO DE -TRUSSES THE GROUND IN A MANNER WHICH WILL STRENGTH HAS BEEN ATTAINED. AT THE CONTRACTORS OPTION,~ HIGH i I I t t t I I ! I I I 1 ! 1 t 1 MEMBERS AS SIM TO STUDS NAILING 7•TRUSSES ARE TO BE STORED O ; NOT DAMAGE OR WARP THE TRUSSES PRIOR TO ERECTION. STRENGTH CONCRETE MAY BE USED TO ACCELERATE THE CONSTRUCTION. 1 t ► i I 1 I I I I 1 I I I r - t I (TYP) w "ell SCHEDULE. ROOF -_-_- _- -- --__ _-- -_ - -- 8. FIELD REPAIR OF DAMAGED TRUSSES MUST BE APPROVED IN WRITING BY THE _ ----- - - - _ - _ _ .. _ _ P A HORIZONTAL ARS 30 DIAMETERS AND ALL ENGINEER OF RECORD. -- r'--1T - 'TIT __Tt F,--_IT---TI---TI--=. 12. UNLESS NOTED, LA ALL B 11 !I Ii II t 11 11 tt it A' VERTICAL BARS 24 DIAMETERS. II. II ' II i{ if Il ll it 9. ALL ROOF TRUSSES ARE TO HAVE METAL STRAPS AT EACH END TO RESIST DISCONTINUE PLYUVOOD EXTEND PLYWOOD SHEAR WALL II Il II (! I II II {I UPLIFT FORCES. STRAPS ARE TO BE ATTACHED IN ACCORDANCE WITH SUPPLIER SHEAR WALL PANEL ® I I 11 I I I I 11 11 If 11 I1 TO . TOP OF CAP PLATE. AT ALL 13. HORIZONTAL REINFORCEMENT IN FOOTINGS, TURNDOWN SLABS AND WALLS FLOOR DIAPHRAM ® - I II II II it _ II 11 11 1 EXTERIOR SHEAR WALLS *,x SPECIFICATIONS. SHALL BE CONTINUOUS AROUND CORNERS. INTERIOR SHEAR WALLS I (I I! tt II ►I II It 11 RESUME SHEATHING if 11 1.1 I i 1I I I I I t tI II II I! II II 'II fi r� 14. CONCRETE PROTECTION FOR REINFORCEMENT: 10. TRUSS SUPPLIER IS TO SUPPLY PLAN SHOWING LOCATION AND REQUIREMENTSIf 11 11 If ABOVE FLOOR DIAPHRAM I ►I II II I - 11 I1 I1 1I _ THE FOLLOWING COVER SHALL BE PROVIDED FOR REINFORCEMENT: FOR ANY TEMPORARY BRACING REQUIRED FOR OR DURING ERECTION. : I 1/2" (OR 7/16") PLYWOOD OR OSB RATED SHEATHING ; t MINIMUM COVER NOTE: it =_ II -_ II II 1 11 tl l TYP. (INCHES) z I II It 11 It CONTRACTOR SHALL BRACE TRUSSES DURING CONSTRUCTION AS PER TRUSS CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED w I II II It I '� 11 PLATE INSTITUTE. s Ii it 11 11 NAIL PLYWOOD TO INTERMEDITE TO EARTH........................................•.......................•...................... cn 3 o I , tl II II' i STUDS C� 12" o.c. W/ 1Od NAILS_Z7 CONCRETE EXPOSED TO EARTH OR WEATHER °� t w I! I) Lt tt it tl It 11` t 6 THROUGH #18 BARS...........................................................2 - -- - - -- - - _U i JL LL_ 1J__ L 5 BAR, W31 OR D31 WIRE, AND SMALLER ........................... 1-1/2 _-_ ____-.�__.�___ _-_-_-__._-__,�_=_-_ ___ ..51: CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: � �� /%./�� 1'LL FLOOR STRUCTURE NOT SHOWN ,. SLABS, WALLS, JOISTS: 3-rd LEVEL__�______,__ - #11 BAR AND SMALLER ............................... .....................•.....3/4 =_= tr-f-=R="- n == H T'1=== == BEAMS, COLUMNS: PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS ............. _1-1/2 15. PROVIDE BAR SUPPORTS AND SPACERS IN ACCORDANCE WITH ACI 315- 80 "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES". 16. NO BACKFILL SHALL BE PLACED AGAINST CONCRETE OR CMU WALLS UNTIL WALLS HAVE BEEN BRACED AGAINST LATERAL THRUST - SUCH BRACING SHALL REMAIN IN PLACE UNTIL SUPPORTING PRECAST HAS BEEN INSTALLED. 17. MORTAR FOR MASONRY WALLS TO BE TYPE S. 18. WHERE CMU WALLS ARE SHOWN TO HAVE VERTICAL REINFORCING,. FILL ALL CELLS CONTAINING VERTICAL REINFORCING WITH . 3,000 PSI PEA GRAVEL CONCRETE OR TYPE M MORTAR, UNLESS NOTED. LAY BLOCK UP A MAXIMUM OF 4'-0" PRIOR TO FILLING CELLS WITH CONCRETE. , THIS ..-. -. .-� .... .-.� .♦..�'-.r. �._e. -'.�l �" try t. •e+rtf�Ttrll t t/'1 f n ♦T r111-I'Tf\I 98028S51 3/4" 1 t-pit ST U D SCHEDULE (LOAD BRG. WALLS & EXT. WALLS) LEVEL STUD TYPE & SPACING 1-st 2-2x4 STUDS ® 16" o.c. 2-nd 2x4 STUDS @ 16" o.c. 3-rd 2x4 STUDS 0 16" o.c. r r r rm r r r r r r r r f rd f f f f r. rld r r r r ROUTE DUCTS IN DROPPED CEILING. SPACE EXCEPT AS NOTED. INSULATE'," SUPPLY DUCTS TO R4.2. HOLD DUCT TIGHT TO FLOOR/CEILING ASSEMBLY:: 6 t ROUTE DUCTS IN.DROPPED CEILING SPACE EXCEPT AS NOTED. INSULATE SUPPLY DUCTS TO R4.2. HOLD DUCT TIGHT'TO FLOOR/CEILING ASSEMBLY. UNIT A. 1 HVAC P I� A N UNJ T A. 1.PROVIDE FIRE DAMPERS AT ALL, -SUPPLY SCALE!- 1 4 = 1 -C SCALE: 1 4 1 =0 DUCT AND REGISTER PENETRATIONS. 2. MAXIMUM FIRE DAMPER SIZE OF: 24X6, , AND NO MORE THAN 72 SQUARE.INCHES PER 100 SF OF CEILING AREA. +, 3.MAINTAIN 5" BETWEEN FIRE DAMPERS AND JOISTS £; %s 4. USE POTTORFF FIRE DAMPERS, 5. PROVIDE NO ' MORE THAN 3--FLEXIBLE-DUCT - - �- CONNECTIONS AT EACH FIRE DAMPER.;'' 6.PROVIDE MINIMUM 2" SEPARATION`BETWEEN FIRE DAMPERS. , 7: SEE DETAILS ON SHEET H-8.. r . m............ _ _ _.. m .. _......... _ r� F 10 MOUNT RUSKIN FIRE DAMPERS AT TOP FLOOR, SEE DETAILS ON SHEET H-8. 11 PROVIDE HOLE IN SUPPLY PLENUM BEHIND REGISTER WHICH IS SMALLER TNAN.NECK SIZE. 12 PROVIDE FIRE DAMPER ACCESS DOOR -AT AHU PLENUM. SEAL WITH FOIL TAPE,` FABRIC -.AND MASTIC. 13 AVOID ROUTING DUCT OVER ELECTRICAL PANEL. IN THIS AREA. 14 COORDINATE CLOSELY WITH PLUMBING IN THIS AREA. ' 15 ROUTE THIS DUCT IN THE ATTIC AT THE TOP FLOOR AND IN THE FLOOR/CEILING ASSEMBLY AT THE LOWER FLOOR. INSULATE TO R6. 0. ..: AHU-A. 2 1 �t5O v 10X6 4 A75....... ROUTE DUCTS IN DROPPED CEILING SPACE EXCEPT AS NOTED. INSULATE SUPPLY DUCTS TO R4.2. HOLD DUCT TIGHT TO FLOOR/CEILING ASSEMBLY. 14X8 6 l A 225 12x6 B 150 ..... M ,. . .............. } HVAC PLAN � ROUTE DUCTS IN DROPPED CEILING SPACE EXCEPT AS NOTED. INSULATE SUPPLY DUCTS TO R4.2. HOLD DUCT TIGHT TO FLOOR/CEI.LING ASSEMBLY. i 71: PROVIDE FIRE DAMPERS BEHIND EACH CEILING REGISTER AND AT SUPPLY AI,R 5" _aV77 r—[--- ... W. 1 11 B 8X4 75 3 . 8 1 AHU—C1. L w9 C 8X4 j s 12 9 50 F— / 60 I..� . :.... g FD �I 15 4-- _m O ROUTE DUCTS IN DROPPED CEILING SPACE EXCEPT AS NOTED. INSULATE SUPPLY DUCTS TO R4.2, HOLD DUCT T I GHT:.TO FLOOR/CEILING ASSEMBLY, ROUTE DUCTS IN DROPPED CEILING ROUTE DUCTS IN DROPPED CEILING SPACE EXCEPT AS NOTED. INSULATE SUPPLY DUCTS TO R4.2. HOLD DUCT TIGHT TO FLOOR/CEILING ASSEMBLY. PROVIDE F] CEILING RE DUCT PENE1 DETAILS 0� PROVIDE FIRE DAMPERS BEHIND EACH CEILING REGISTER AND AT SUPPLY AIR DUCT PENETRATION OF CEILING PER DETAILS ON SHEET H-8. i/l E ; m._...........�..�...�.... �.: -W o l 15 g 4 C 9 O m..mh_ 8X �......E L 1O MOUNT AIR HANDLER WITH MOUNTING BRACKETS 4" 50 L. . TO THE .WALL AS DETAILED ON SHEET H-7. 8X4 :w c. 12" 50 - O2 UNDERCUT DOOR 1/2 ABOVE CARPET FOR RETURN - (� O3 .....�...� A'• 1OX AAIR. L ..—........w.O uj 47,� ROUTE REFRIGERANT LINES PER.:DETAIL ON . FD SHEET H-7. SEE BUILDING PLANS FOR PIPING 1 L w "� ° CONTINUAT-ION, ...INSULATE. WHEREIN WALLS. 4" ROUTE PVC CONDENSATE DRAIN LINE FROMr! 12X6 C 9 ... AIR HANDLER WITH TRAP TO BELOW GRADE. 254` C' 150 SEE BUILDING PLANS FOR CONTINUATION. ( "` ` 7 310 ODRYER EXHAUST DUCT. ROUTE-4" GALVANIZED 200 A STEEL DUCT THROUGH WALL TO SURFACE \ .L. MOUNTED WALL CAP. SEAL FIRE PENETRATIONS WITH FIRE RETARDANT CAULK. PROVIDE WALL 6 EF-1 12X6 A CAP WITH BACK FLOW DAMPER. PAINT CAP TO 60 150 MATCH BUILDING COLOR, OMIT O -.SCREEN. FLUSH 2 4'� . TY LOUVER IS ALSO GRAVITY ACCEPTED IN A EPTE LIEU OF HOOD CAP. SEE SHEET H-6 FOR DETAIL.. . . . �� MOUNT O5 THE`EQUIVALENT DRYER VENT LENGTH EXCEEDS 3" , 25 FEET AT THIS.LOCATION. OWNER SHALL PREPURCHASE DRYER WHICH IS RATED TO EXHAUST THRU 45 EQUIVALENT FEET OF 4"'SMOOTH DUCT. DRYER SHALL BE INSTALLED 5 4 4 5 AND DOCUMENTATION SHALL BE MADE AVAILABLE <\/� ROUTE DUCTS IN DROPPED CEILING SPACE EXCEPT AS NOTED. INSULATE SUPPLY DUCTS TO R4.2. HOLD DUCT TIGHT TO FLOOR/CEILING ASSEMBLY. TO CODE OFFICIAL PRIOR. TO FINAL INSPECTION. ■ ■ s O6 EXHAUST FAN. ROUTE 30 GA GALVANIZED STEEL DUCT IN JOIST SPACE TO WALL CAP.PENETRATE JOIST SYSTEM PER UL FC 7,001. WALL CAP SHALL BE FLUSH MOUNT LOUVERED TYPE OR WEATHERHOOD PROVIDE FIRE DAMPERS BEHIND EACH CEILING REGISTER AND AT SUPPLY AIR DUCT PENETRATION OF CEILING PER. DETAILS ON SHEET H-8. � H V AC LATYPE WITH SCREEN. AT TOP FLOOR UNC. 1— A 2ND FLOOR 1 ROUTE DUCTS DOWN IN WALL TO FLOOR SYSTEM BELOW. SEE DETAIL ON SHEET H-6. SCALE: 1 4 = 1 -0 IT OUL LISTED DUCTLESS RANGE HOOD. PROVIDED BY OTHER TRADES. O8 LOUVERED DOOR PROVIDED BY OTHER'TRADES. ROUTE DUCTS IN DROPPED' CEILING SPACE`EXCEPT AS NOTED. INSULATE SUPPLY DUCTS TO R4.2. HOLD DUCT TIGHT TO FLOOR/CEILING ASSEMBLY. O ROUTE THIS DUCT IN THE L521 JOIST SYSTEM wAj AT THE LOWER FLOORS. FOLLOW THE REQUIREMENTS OF THE UL LISTING FOR THE L521 SYSTEM, I 0.0' INCLUDING: .. __.. a • I �___ AV 1z DAMPERS SUPPLY 8X4'j 8X4 1. PROVIDEFIRE AT AL0 L 1 �56 B 50 C49.50 C 9� DUCT AND REGISTER PENETRATIONS. O 2. MAXIMUMFIRE DAMPER M AM ER SIZE OF 206, AND NO MORE THAN 72 SQUARE INCHES _ i RFD iA U— 1. L 1 8 3 ! .m. PER 100 SF OF CEILING AREA. : € , " ' 3. MAINTAIN 5" BETWEEN FIRE DAMPERS AND ;8 9 12 _�'-w" 4" JOISTS. 15 4.USE POTTORFF FIRE DAMPERS. 5.PROVIDE NO MORE THAN 3 FLEXIBLE DUCT CONNECTIONS AT EACH FIRE DAMPER. 6.PROVIDE MINIMUM 2" SEPARATION BETWEEN FIRE DAMPERS. SEE DETAILS ON SHEET H-8. 10 MOUNT RUSKIN FIRE DAMPERS AT TOP FLOOR, SEE DETAILS ON SHEET H-8. 11 PROVIDE HOLE IN SUPPLY PLENUM BEiHIND REGISTER WHICH IS SMALLER THAN'NECK SIZE. 12 PROVIDE FIRE DAMPER ACCESS DOOR AT AHU PLENUM. SEAL WITH FOIL TAPE, FABRIC AND MASTIC. 13 AVOID ROUTING DUCT OVER ELECTRICAL PANEL IN THIS AREA. 14 COORDINATE CLOSELY WITH PLUMBING IN THIS AREA. 15. ROUTE THIS DUCT IN THE ATTIC AT THE TOP FLOOR AND IN -THE FLOOR/CEILING ASSEMBLY AT THE LOWER FLOOR. INSULATE TO R6. 0. EHIND EACH T SUPPLY AIR ILING PER UNIT SCALE: 114 C. = 1T —0 - HV ROUTE DUCTS IN DROPPED CEILING SPACE EXCEPT AS NOTED. INSULATE SUPPLY DUCTS TO R4.2. HOLD DUCT TIGHT TO FLOOR/CEILING ASSEMBLY. ROUTE DUCTS IN ATTIC SPACE. INSULATESUPPLY DUCTS TO R6.0. ROUTE DUCTS IN ATTIC SPACE. INSULATESUPPLY DUCTS TO R6.0. PLA f: :ROUTE DUCTSr IN .DROPPED CEILING ,. . -SPACE EXCEPT AS NOTED. INSULATE -SUPPLY DUCTS; TO R4.2. HOLD DUCT ROUTE- _,DUCTS IN DROPPED CEILING T I '` TO FLOOR CEILING ASSEMBLY. SPACE -EXCEPT .AS NOTED'. 'INSULATE / ' .: .. � CHT zz SUPPLY "DUCTS ,TO R4. 2. HOLD :DUCT TIGHT,TO FLOOR/CEILING ASSEMBLY. _. co l E MAC,PLAN PLAN _NOTES 6LO F 2 4 1 MOUNT AIR A o HANDLER.WITH MOUNTING BRACKETS 6 125 8X4 z N TO THE WALL AS DETAILED ON SHEET H-7. L :.. U 50 6 2 UNDERCUT DOOR 1 2„ ABOVE / CARPET FOR RETURN, AIR. ..._� ...,..�m�...� � # ,. .aa � A E ICY w L O3 ROUTE REFRIGERANT LINES PER DETAIL ON I O Z !� SHEET -H-7.SEE BUILDING PLANS FOR PIPING-- 1 9 q�`AHU—C. 3- B 12X8 CONTINUATION, INSULATE WHERE IN WALLS. 175 $ ROUTE PVC,. -CONDENSATE DRAIN LINE FROM r AIR HANDLER WITH TRAP TO BELLOW GRADE. �� + C SEE BUILDING PLANS FOR CONTINUATION. , 6" �3 14X8 _•. ._.. ...... s � � �275 O4 DRYER EXHAUST DUCT. ROUTE 4" 'GALVANIZED --:......... :..........._ , .. 4 STEEL DUCT THROUGH WALL TO SURFACE --� 8 �W W MOUNTED WALL CAP. SEAL FIRE PENETRATIONS WITH FIRE"RETARDANT CAULK. PROVIDE WALL : U A 12X6 O CAP. WITH BACK FLOW DAMPER. PAINT CAP TO : MATCH* BUILDING COLOR. OMIT SCREEN. FLUSH 150 MOUNT GRAVITY LOUVER IS ALSO ACCEPTED IN ....._.r....... LIEU OF HOOD CAP.SEE SHEET H-6 FOR DETAIL., 3u r O5 THE EQUIVALENT.DRYER VENT LENGTH EXCEEDS 3i 25:FEET AT THIS LOCATION. OWNER SHALL PREPURCHASE DRYER WHICH.IS RATED TO EXHAUST THRU 45 EQUIVALENT FEET w OF 4" SMOOTH DUCT. DRYER SHALL BE INSTALLED - AND DOCUMENTATION SHALL BE MADE AVAILABLE TO CODE OFFICIAL PRIOR TO FINAL INSPECTION. 6 EXHAUST FAN. ROUTE 30 GA :._.m.................. .. _.. .........:,— mm.....__ ....,..-..,� GALVANIZED STEEL DUCT IN JOIST SPACE TO WALL CAP. PENETRATE JOIST SYSTEM OO ? r fn PER UL FC 7001.WALL CAP SHALL BE r.. FLUSH MOUNT LOUVERED TYPE OR WEATHERHOOD TYPE WITH SCREEN. AT TOP FLOOR ROUTE DUCTS DOWN IN WALL TO FLOOR UNIT C . 3 -- HVAC PLAN (� � _ �SYSTEM BELOW. SEE DETAIL ON SHEET H-6.SCALE: 1 4 = 1 —0 O7 UL LISTED DUCTLESS RANGE HOOD. PROVIDED BY OTHER TRADES. O8 LOUVERED DOOR PROVIDED BY OTHER TRADES. OROUTE THIS DUCT IN THE L5211JOIST SYSTEM AT THE LOWER FLOORS FOLLOW THE PROVIDE FIRE DAMPERS BEHIND EACH CEILING REGISTER AND AT SUPPLY AIR DUCT PENETRATION OF CEILING PER: DETAILS ON SHEET H-8. RE ....�.,� ,...m........�...� ra._.,....� QUIREMENTS OF THE UL LISTING FOR THE L521 SYSTEM, _....._...G-� ...:....... • w • 3 INCLUDING: E 1.PROVIDE FIRE DAMPERS AT ALL SUPPLY � ,� :� •; DUCT AND REGISTER PENETRATIONS. 2.MAXIMUM FIRE DAMPER SIZE OF 24X6, ; AND NO MORE THAN 72 SQUARE INCHES PER 100 SF OF CEILING AREA. 3 3.MAINTAIN 5" BETWEEN FIRE DAMPERS AND � JOISTS. m.. ; 4. USE POTTORFF F _ IRE DAMPERS. m.mr, . 5. PROVIDE NO MOR E THAN FLEXIBLE DUCT CONNECTIONS AT EACH FIRE DAMPER. :... , ,. 12X6 "h 10 C • UM 2 ON BETWEEN 6 PROVIDE MINIM SEPARATION N 2 �175� FIRE DAMPERS. O 10 r>..........__._._.......... SEED AILS a ET ON ......,h_.......................�......... SHEET H-8. RE ....�.,� ,...m........�...� ra._.,....� QUIREMENTS OF THE UL LISTING FOR THE L521 SYSTEM, _....._...G-� ...:....... • w • 3 INCLUDING: E 1.PROVIDE FIRE DAMPERS AT ALL SUPPLY � ,� :� •; DUCT AND REGISTER PENETRATIONS. 2.MAXIMUM FIRE DAMPER SIZE OF 24X6, ; AND NO MORE THAN 72 SQUARE INCHES PER 100 SF OF CEILING AREA. 3 3.MAINTAIN 5" BETWEEN FIRE DAMPERS AND � JOISTS. m.. ; 4. USE POTTORFF F _ IRE DAMPERS. m.mr, . 5. PROVIDE NO MOR E THAN FLEXIBLE DUCT CONNECTIONS AT EACH FIRE DAMPER. :... , ,. 12X6 "h 10 C • UM 2 ON BETWEEN 6 PROVIDE MINIM SEPARATION N 2 �175� FIRE DAMPERS. O 10 r>..........__._._.......... SEED AILS a ET ON ......,h_.......................�......... SHEET H-8. 3 INCLUDING: E 1.PROVIDE FIRE DAMPERS AT ALL SUPPLY � ,� :� •; DUCT AND REGISTER PENETRATIONS. 2.MAXIMUM FIRE DAMPER SIZE OF 24X6, ; AND NO MORE THAN 72 SQUARE INCHES PER 100 SF OF CEILING AREA. 3 3.MAINTAIN 5" BETWEEN FIRE DAMPERS AND � JOISTS. m.. ; 4. USE POTTORFF F _ IRE DAMPERS. m.mr, . 5. PROVIDE NO MOR E THAN FLEXIBLE DUCT CONNECTIONS AT EACH FIRE DAMPER. :... , ,. 12X6 "h 10 C • UM 2 ON BETWEEN 6 PROVIDE MINIM SEPARATION N 2 �175� FIRE DAMPERS. O 10 r>..........__._._.......... SEED AILS a ET ON ......,h_.......................�......... SHEET H-8. ROUTE DUCTS IN DROPPED CEILING SPACE EXCEPT AS NOTED. INSULATE SUPPLY DUCTS TO R4.2. HOLD DUCT TIGHT TO FLOOR/CEILING ASSEMBLY. 3,/ - .......... ....:... . ..::.._ ,._o .,.._ ................. , Vl2X6 50, } ,.. � : a .. ;. ... :. -., ... :, „ . , -, ,:. , , ., .,- . , , ,,;,, :;: a. ,. , . I. _. , :.. :,- : ',. r. 1 .: , ,. C .. . , .::' :... .., ,,.. - : .. -. ` :. -. r .. - y i.e. ,... ,: �• } ,, .: -. :: ,. ,,-.. .. \ ::. .. i ..: '.::; l..• :.. .. .: -. '. , ;., .. :. :. :. - :.: -,. II . _ HVAC PLAN l NOTES _ ., ,. . ;:. ;> --1..' - ,_ ;• 1 F OUNT AIR HA DLER WITH OUNTING 8 ACKETS.' M N M, R ;.r ,.. I ; . _ . . ., TO THE WALL AS"DETAILED ON SHEET H 7 ,! :. e , r^ ... ,. r , �:J i 2 » UNDERCUT DOOR 1 2 . ABOVE CARPET 'FOR RETURN / {, ,', . AIR. ' y ,. :, , , ;+ 3 O . . R'OUTE REFRIGERANT L I N"ESI. PE4R .pETA I L ,ON •' .. -, .. , "I" .r .:, , - ,.. c . _, S _ BU DI G :PL S FO PI G HEET H 7. SEE I L N AN R P I N ,' ,. ;' 3 ' CONTINUATION, INSULATE WHERE INWALLS. . . ROUTE PVC CONDENSATE DRAIN�LIN-E ROM F -. AIR HANDLER WITH TRAP TO BELOW GRADE.' I, , . SEE BUILDING PLANS F.OR CONTINUATION. . III .. : . • . ,, . 4 O E 4» DRYER ,EXHAUST DUCT. ROUT: ALVANIZED ,, , - ,.. :., ... :. , . STEEL;DUCT TH OUG WALL TO SURFACE R H ;' I MOUNTED WALL CAP. SEAL F.IRE3`PENETRATIONS . J. - , . ,,, WIT IRE '. R ARDANT ' CAULK. PROVIDE WALL H F ET ;; ., . 1. CAP WITH BACK FLOW DAMPER. PAINT CAP TO , i MATCH•BUILDING COLOR.OMIT-SCREEN.FLUSH . II MOUNT GRAVITY LOUVER IS ALSO ACCEPTED IN LIEU OF HOOD CAP. SEE SHEET H-6 FOR DETAIL. . 5 O THE EQUIVALENT 'DRYER VENT LENGTH'EXCEEDS 25 FEET AT .THIS LOCATION. ,� , II OWNER SHALL PREPURCHASE DRYER WHICH IS . RATED TO EXHAUST THRzI U'45 EQUIVALENT FEET . • OF 4" SMOOTH DUCT. DRYER SHALL BE INSTALLED -' AND DOCUMENTATION SHALL BE -MADE AVAILABLE TO CODE OFFICIAL PRIOR TO FINAL.INSPECTION. t..1. _ 6 O EXHAUST FAN. ROUTE 30`` GA , ' , I, .' GALVANIZED -STEEL DUCT IN JOIII ST SPACE '- ' - , ' . ., ' TO WALL CAP. PENETRATE JOIST SYSTEM 11 PER UL FC 7001.WALL CAP SHALL BE `r FLUSH MOUNT LOUVERED TYPE OR WEATHERHOOD - I. TYPE WITH SCREEN. AT FLOOR F , ;,, :., - IT -OP ROUTE DUCTS DOWN IN WALL ,TO FLOOR PROVIDE .FIRE DAMPERS BEHIND EACH CEILING:REGISTER,AND AT SUPPLY AIR DUCT PENETRATION OF CEILING PER DETAILS ON SHEET H-8. - SYSTEM BELOW. SEE DETAIL ON SHEET H-6. < UL'LISTED DUCTLESS RANGE HOOD. PROVIDED . BY OTHER TRADES. O8 LOUVERED DOOR PROVIDED BY OTHER TRADES. . -., . •. . . ,, . 11. _% ,:..... - . I : . �: I . ,.�I I,II I ; . I . II ;� I. I_.,� I XI� I !".II I. . ,- . - I I ._�1I II . � . I I I 1 r .I I . I 11I II,. z.,i . � . " I, 11 . � I, I . I � � I; 1I I I . 1I ,I 1 : I111 -.I�I, � 1�1_ -I I I II I� ,7, I- I.I I , .... I . I I i 'I' I!�I1, � � . �,1 . w1 , . I I .� .1 1"-I- II II%. . , .., II, ,� ., II 7. . , �. ,I 1. . � . I II � I I I I � , I � I I 1: . . � ItI � �I� ,� . .I , I � . I -I1, I� .I II � , I -I I . I� I �, .. I � .I-I� I'l. l. . I � I.I. I . .I I. - I1� I II I, I. . I"I _- I I N 111I--�, � �- ' "� ... I II ,I."� .I I. . . _1 Ir .. � . ., �� I,I I� 1-1- -�,-� . �� 1j��I�I,II .'.I.I III.,I I1 I �,. ^� �I, .., .,- . � �, I i.I .I .1 � .� ...-�. 1I : �� I � ,, .I. -, 1�I �1 _:. I,I .. � 1� �., , .1:. I�,,. 1� �I .� �I .. II� FI.11 . - - I- 'I -. "I .;.11I. 7,I 1-11III .II 1,1. I. _I ., . -,I , ��. ...� . . , -7 ,.I,. I ,I .. . ,> .I .. -I .. . . ....I... . E_m..m. _ n .,n,,.mn,. ,n.n.... , nn ., , n .. ,;.. . 1I l ,I , RI , ".. .I-1 I �F� -f,: � , .1 1I .-I.. l 1 .� 1, ,. -,. , .. .. . :I wW_� 1... II rII .� _I I .- , 9 ,l_:�I �. I-. I ,�. .'1.,. � I ... . � I �Ii� ,-.��.1,-, ' J ..-. I I,I - ,-. I .. . -.I I , .. 1..I 1�� . I . -: 1..1 :. , I -I � I ,J �� .. i - { . � . , '-iI �.. ]. rR� -i, a' .1 I A0�I1 0,�I 4__I _. �• { __:�i` W Z , _1-1*,,- I- , �I;1 :: :� ,-1 . � ._ I� . I I . . . I . I . . . ROUTE . - DUCTS IN DROPPED CEILING SPACE EXCEPT AS NOTED. INSULATE SUPPLY DUCTS TO R4. 2. '.HOLD DUCT:. ' TIGHT TO FLOOR/CEILING ASSEMBLY.--<" '. -. . 1-�1L, 0_; I I � , Y S `� 9[ __ 1 -1" ,. ,_ I ,,I.II_�.-, ,.- �- tI..I.I1 �..I ,I� Q if �_.1111 .f- II_ 2. AXIM M SIZE OF 2 .....\.,..�.'II.V lI -L�r. -� j.1. -- �I. 1I 1 I� I I I � -I I �I 1I11,�I.� I �, 1.I I. 'IlI I-I.l � I1. �11 I I I I -I � II I . .I.I .I �II II -I 1'I.'1:-I I . ... El-IwI � M U FIRE.DAMPER 4X6 N a . AND NO MORE -THAN 72 SQUARE INCHES -- - � 12X6 , . _.-.- 1 t"9�" '_". : ...... ,.... - 9 �:,_ 1.�__.,. I :1, 'i- ,.t- �'�1. 141� �: � _1.�., ` A 11 - G . PER 100 SF OF CEILIN ,AREA. 150 0 N � . 1 I � 3. MAINTAIN 5 BETWEEN FIRE .DAMPERS AND `�~ : w z " . 6 EF 1 , 15 .� JOISTS. O � . 60 , 7 r __11 1� I . I . - I II �, I r 0 12X6 O 4.USE P TTORFF DAMPERS. FIRE A ), 125 F k 5. PRO I DE NO A 3 FLEX I BLE DUCT _ ......♦:. . I . V MORE TH N C 8 » `n 6 __�.+......., C NEC 0 E , D mn ON T I SAT EACH F R AMPER. ... , : , . N I cu I °� :. ,. ... . �111 » _ Z...: 6.P OVIDE MINMU2 SEPA A 0 BE N R IM M R TI N TWEE .. ., .:.. .::,... _ . .. 3 FIRE DAMPS S � :.. .. ,, 1. �i _n _._ .:.mn�, L . I . . L .' i.1. 2911-1 ..,I -- SEE DET I L 0 SH H 8. __,_ m9i!6� :�p�_��H_j- I A S N EET W I. » .. • ,,.n. 4 14X8 A 7 _ IN t_' I �n 250 10 MOUNT RUSKIN FIRE DAMPERS AT TOP FLOOR, �� O I I I ,__-___.�...n...- _-..._....._,..... b� SEE DETAILS ON SHEET H-8. FD \ z I 9 9 �» I % '�°1.2� -. 1.1_-1I -I I *"1: _1_---i1\ :::�.: � __/� _ \--11-I -. -!-7--.� � -I.� .1"".. .. *_ . I X,6 , J IN g' t'� 8X4 1' �5 11 PROVIDE HOLE IN SUPPLY PLENUM `BEHIND 9 C O REGISTER WHICH -IS `SMALLER THAN NECK SIZE. 10 50 _ /`FD', 6 "n U `� �I I 12 PROVIDE FIRE DAMPER ACCESS DOOR AT AHU 12X6 ; PLENUM. SEAL WITH FOIL TAPE, FABRIC AND 150 C 9 10 3 MASTIC. 3 II I 1.1 13 :I I . . AVOID ROUTING DUCT OVER ELECTRICAL PANEL IN O t ,, THIS AREA. I I . I . r�, p I " .: m- :::::::::::::-,,.. :� �.....11.1.. . , W...............................__ ` ......,.......».....F aF,,,,..,.....,.,.,...... 14 - O COORDINATE CLOSELY WITH PLUMBING IN THIS AREA. II I - I I I . ,,� : I I r/j 15 ROUTE THIS DUCT IN THE ATTIC AT THE TOP FLOOR O . AND IN THE FLOOR/CEILING ASSEMBLY': AT THE LOWER : FLOOR. INSULATE . TO ' R6. 0. i I ....... , ... . . .............. . " r i !, � 1. - PROVIDE FIRE DAMPER ACCESS DOOR FQR FIRE 16 RESET.1. ROUTE DUCTS IN ATTIC. INSULATE SUPPLY DUCTS TO R 6.0. 1JG1L11VV fCGV1J I GR n1VU r11 JUP'f"L 1 /lirl% DUCT PENETRATION OF CEILING PER DETAILS ON SHEET H-8. UNIT C.5 - HVAC PLAN. J :,�io Q,� . : ®.>_ �: o V o I r ROUTE DUCTS IN ATTIC. INSULATE. "SUPPLY DUCTS `TOR 6.0. OF CEILING PER DETAILS ON SHEET H-8. Q - � I I i J „ . 381 ®. 3 O 150 C 10 _ .:.. ..:.... . 5 4 - . 3: .. - ROUTE DUCTS IN DROPPED CEILING SPACE EXCEPT AS NOTED. INSULATE SUPPLY DUCTS TO R4.2. HOLD DUCT TIGHT TO FLOOR/CEILING ASSEMBLY. 12X6 A i 150 " - 7. 01 3 r rn w 4J cD z c rn E E - O o w > rn (D o> =N \ d L Q N , Fz N .. i , > t , :A OND:ITIONER SCHEDULEAPARTMENT SPLIT SYS EM MAK, . .%C_U, C2 AHCU- C3/A U C3 CU C4L/AHU_ C4L CU- C4T/AHU_ C4T CU_ C5/AHU- C5 CU_ C5G/AHU C5G CU_ D1 AHU_ D 1 CU_ D2L AHU_ D2L CU- D2T AHU- D2T C2CU Al A U_A1 CU_A2/AHU-A2 CU-A3/AHU- 3 CU-AL U-A47/AHU-A4T CU-C1 AHU-C1 CU_G1A A /AHU HUC1A. U NOMINAL 'TOW � OF:.0 , T U. 2 1. 5 2 2 1. 5 1; 5 2 2 _G 2 2 2.5 2. 5 2.5 2. 5 2 2.5 TOTAL COOL G 0 D I N. L A MBH 17. 0 12. 4 4 1 .7 14.9 16.0 18.4 17.9 19.9 ( .. ): 19. 6 19. 8 22. 0 20. 5 21. 8 25. 8 20.0 22. 3 SINS BLE COOS. I NG LOAD B - M H 14. 1 9.9 12.2 12.`4' 13.4 14.9 ( ):..., 14.5 16.5 16..0 16.1 18.3 16.9 18.3 20.9 16. 0 18 3 HU.CO FIGUR TION A N A VERTICAL VERTICAL VERTICAL VERTICAL VERTICAL VERTICAL VERTICAL VERTICAL VERTICAL VERTICAL VERTICAL VERTICAL VERTICAL VERTICAL VERTICAL VERTICAL U: I ME S 0 � X D N L NS ,L W X H IN 37 21X15 3 H _ X 7X21X15 _ 37X21X15 37X21X15 37X21X15 37X21X15 37X21X 5 37X21X15 ..:. � ,- ( ) ,., 137X21X15 37X21X15 37X21X15 37X21X1 37X21X15 37X21X15 37X21X15 37X21X15 S PPLY IR' 0FM A - 725 575 700 . 650; 725 •850 775 50 , 8 825 875 950 925 950 1100 875 1100 EXTERNAL ;" STAT I.0 PRESS. I N W. C. 0. 4 0. 4 0. 4 0. 4 „ ) 0. 4 0. 4 0. 40. 4 0. 4 0. 4 0.4 0.4 0. 4 0.4 0.4 0.4 ' ENTERING A'I-R DRY ' BULB DEG, ' F. 75 75 75 75 ; 75 75 75 75 �.:. ), 75 75 75 75 75 75 75 75 64 64 64 64; 64 64 64 64 ENTERING AIR .WET BULB .('DEG..'F:) _ 64 64 64 64 64 64 64 64 HP' 1/5 1/5 1/5 1/5 "1/5 1/3 1/5 1/3 1/3 1/3 1/3 1/3 1/3 1/2 1/3 1/2 ,, EVAPQRATOR;FAN r.; LT/ 240/1 240/1 240/1 240/1 240/1 240/1 240/1, 240 1 240 1 24.0 1 240 1 240/1 240/1 240/1 240/1 240/1 LOAD (MBH) 14.0 10. 9 10.8 10.6 12. 5 14.2 15. 8 17. 7 16.4 15.0 17.0 16.9 19. 1 21.9 16.0 16.8 ELECTRIC HEAT KW 4.8 4.8 4.8 4.8 4.8 7.3 7.3 9. 8 9. 8 7.3 9.8 9.8 9.8 9.8 7. 3 9.8 VOLT/O/STAGES" 240/l/1 240/1/1: 240/1/1 240/1/1 - 240/1/1 240/1/1 240 1 1 24Q 1 1 240 1 1 240 1 1 240 1 1 240 1 1 240 1 1 240 1 1 240 1 1 240 1 1 VOLT fd -240 1 240/1 240 1 240 1 240.1 240 1 240 1 CONDENSING;i / / / / / / / / 240/1 240/1; 240/1 240/1 240/1 240/1 240/1 240/1 240/1 UNIT , MCA 15.7 12.6 12.6 12. 6 16.4 16.4 ; 15.7 15.7 15. 7 16.4 17.8 19.7 16a 4 19.7 SERVES UNIT Al UNIT A2 U 3 U UNIT Cl NOT UNIT' Cl1 . UNIT C5 NOT UNIT C5 NIT A NIT A4 TOP FL UNIT A4 TOP FLUNIT C2 UNIT=C3 UNIT C4 LOWER UNIT C4 TOP FL UNIT D1 UNIT D2 LOWER FL UNIT D2 TOP FL OVER GARAGE :OVER GARAGE OVER GARAGE OVER GARAGE MAN FACTURE JANI R L E U J R- T 0 OR Q AL AN I TROL OR EQUAL JAN I TROL OR EQUAL JAN I TROL OR EQUAL JAN I TROL OR EQUAL JAN I TROL OR EQUAL JAN I TROL OR EQUAL JAN I TROL ORE UAL JAN I TROL OR EQUAL JAN I 7 OL ORE UAL JAN I TROL ORE UAL JAN I T 0 O EQUAL Q Q R Q Q R L R Q AL JANITROL OR EQUAL JANITROL OR EQUAL JANITROL OR EQUAL JANITROL OR EQUAL po AHU MODEL AW24 AW18 AW18 AW18 AW24 AW30 W24 #:. A AW30 ,AW30 AW30 AW30 _ AW30 AW30 AW36 AW30 AW36 CU MODEL # CKH24 CK18 CK18 CK18 CK24 CK24 CKH24 CKH24 CKH24- CK24 CK30 CK30 CKJ30 CK30 CK24 CK30 MINIMUM EFFICIENCY AT ARI 11 SEER 10 SEER 10 SEER 10 SEER 10 SEER 10 SEER 11 SEER 11 SEER : 11' SEER 10 SEER 10 SEER 10 SEER ..12 SEER 10 SEER 10 SEER 10 SEER REMARKS 1-6 1-6 1-6 1-6 1-6 1-6 1-6, 1-6 1-6 1-6 1-6 1-6 1-6 1-6 1-6 1-6 1. EXTERNAL STATIC PRESSURE EXCLUDES LOSSES 5. -COOLING LOADS EXCLUDE EVAPORATOR FAN HEAT. DUE TO AHU CASING, DIRT ON FILTER, AND 6. PROVIDE WITH 5 MINUTE TIME DELAY RELAY TO WET COOLING COIL. PREVENT COMPRESSOR FROM SHORT CYCLING. 2. PROVIDE WITH HEATING, COOLING THERMOSTAT 3. 95' F. OUTS I DE A I R AMB I ENT. 4. MCA = MINIMUM CIRCUIT AMPACITY. j :APARTMENT GRILLE AND REGISTER SCHEDULE MARK MANUFACTURER DESCRIPTION OBD MOUNTING COLOR MATERIAL REMARKS IW0-WAY STAMPED HVAC GENERAL NOTES f AO CODY OR EQUIVALENT FACE Y WALL WHITE STEEL 1, 3, 4, 5, 7 ONE STAMPED B CODY OR EQUIVALENT Y WALL WHITE STEEL 1, 3, 4, 5, 6, 7 0 FACE A. PAINT INSIDE OF DUCTS AND PORTIONS OF CEILING ASSEMBLY VISIBLE CURVED BLADE THROUGH GRILLES OR REGISTERS WITH FLAT BLACK PAINT. :OC CODY OR EQUIVALENT Y CEILING WHITE STEEL 1, 2, 3, 4 y STAMPED FACE OD AD CODY OR EQUIVALENT I CA Y WALL WHITE STEEL 1, 3, 4, 5 ATTIC PIPE AND DUCT ROUTING SHOWN IS SCHEMATIC ADJUSTABLE VERTICAL B. . PROVIDE ANY BLADES ADDITIONAL OFFSETS AND FITTINGS, INCLUDING DIVIDED DUCTS, STAMPED FACE _ REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN CLEARANCES O CODY OR EQUIVALENT N WALL WHITE STEEL RETURN AS ENCOUNTERED IN THE FIELD. 1.: SEE HVAC PLANS: FOR NECK SIZES AND CFMS. C. COORDINATE WITH ALL OTHER TRADES PRIOR TO PURCHASING OR INSTALLING 2. 4-WAYUNLESSNOTED OTHERWISE ON PLAN BY ARROWS; EQUIPMENT AND MATERIALS. 3. MAXI MUM PRESSURE 'DROP OF .04 IN WC. EXHAUST 4." TRANSITION ROUND FLEXIBLE OR RECTANGULAR RIGIDDUCTWORK TO AIR DEVICES AS REQUIRED. 3RD FLOOR FAN 5. D. ASSEMBLE DRYER DUCTS WITHOUT SHEET METAL SCREWS OR OTHER HORIZONTAL :DIMENSION GIVEN -FIRST. 6. ADJUSTABLE VERTICAL BLADE .REGISTER MAY BE SUBSTITUTED IF ONE-WAY CANNOT BE FOUND. FASTENERS EXTENDING INTO DUCT. RUN EACH JOINT IN THE DIRECTION 7. USE ONLY REGISTERS ;SPECIFICALLY MADE FOR SIDEWALL APPLICATION. OF _AIR FLOW SO AS NOT TO CATCH LINT. SEAL JOINTS WITH NON EXTERIOR WALL R r%0kARI 1QT T Rl P UATG'R T 41 ui LLJ �' - z c a `E U E j r U •� (A - � Obi 41Lo \ 0 Z N CS CEILING SURFACE'MOUNTED `H TV CT DEVICE MOUNTED".ABOVE, COUNTERTOP DS DISCONNECT SWITCH DN DOWN FDS FUSED DISCONNECT SWITCH :. _ .., m.:.... G GRADE MOUNTED GFI GROUND FAULT INTERRUPTER GND GROUND IG ISOLATED GROUND JB JUNCTION BOX NIC NOT IN CONTRACT. NTS NOT TO SCALE P POLE UNIT A. 2 ELECTRICAL PLAN- PD PENDANT MOUNTED SCALE: 1 4 = 1 -0 PNL PANELBOARD Q QUADRAPLEX U UNIVERSAL MOUNTING' UP DEVICE WIRED FOR,PROTECTION BY UPSTREAM GFI W DEVICE MOUNTED AT 48" WP WEATHERPROOF COVERPLATE WR WALL RECESSED WS WALL SURFACE MOUNTED m..r ..........:.... ...:.� .. _..._m..rm_.....r_.:_.:_......_..............._. ... .:...... . -PANEL 'AS ELEC,TR I CAL SHEET NOTES .0 0AHU CONNECTION. 02 WATER HEATER CONNECTION. 03 FAN/HOOD CONNECTION. 'MO.UNT @ 60"AFF. 04 DISHWASHER.:CONNECTION. 05 GARBAGE DISPOSAL CONNECTION. 06 PROVIDE 11OV OUTLET AND PHONE FOR SECURITY SYSTEM. LOCATE SECURITY PANEL NEXT TO FRONT DOOR AND PROVIDE LOW VOLTAGE WIRING TO ALL'DOORS AND WINDOWS ON ALL FLOORS, INCLUDING PANIC BUTTON IN ALL MASTER BEDROOMS. HOMERUN TO;BE LOCATED IN UTILITY TELEPHONE OUTLET. UNIT SCALE: 1 C. 1-A 2ND = 1, -n ' � a 0 . ■ � PLANS REVIEWED CITY OF SANFORD „ > , , 3 , : ii a.. n .............. .. .,. ......... - , \», ., ,..,....,.,.. ,. , 48 8 i � € € , . P .� ....... 48 48 K I U HLjuj € € 3 48 E 1,11 :' „. t W K K K E 1 :::,, .. -. .. 5 , i , 5 F t/ 48 1 € O K _ € K , Al5 ! O I v.. , i 3 33 A �9 - 3 € A 1 I C-1. 1 , O , i • L„„ t ! , I A 4 , • ,h 48 - 48 K E1 El ��! f WP F F, m„ E1 a< F 2 ) � U F�f El ! w O ' F1 F1 , 48115 48's i K O O K € , s A C N H RE I ERANT I�N� RS'EXCEED 50 HV OTES WHEN FR G 4 1 MOUNT CU S ON,4 THICK CONCRETE PADS. FEET, SIZE REFRIGERANT LINES _ O EQUIVALENT F PER CU MANUFACTURER'S RECOMMENDATIONS ELEC. SHEET NOTES O PAD DIMENSIONS SHALL EXCEED CU Y 4tt . O `DIMENSION'S'B N ALL SIDES AND SHALL FOR THE SPECIFIC LENGTH INVOLVED ALSO Y . 1 MOUNT THESE FIXTURES IN THIS LOCATION 6 PROVIDE NEMA-3R DISCONNECT SWITCHES - ALLOW FOR PIPING STUB —UP. PROVIDE ACCESSORIES AS RECOMMENDED B BUILDING TYPE J HVAC & ELECTRICAL PLANS MANUFACTURER. IF USING THE BASIS OF ON ALL FLOORS. FOR ALL CONDENSOR UNITS AS FOLLOWS: PLACE CU'S AWAY FROM ROOF DRIP LINE. SCALE: 1/8 =1 —0 DESIGN CARRIER CU, FOLLOW THE CU—Al 30A/2P FUSED AT 25 AMPS PROVIDE'MANUFACTURER'S RECOMMENDED ,: LINE O MOUNT THESE FIXTURES ON THE CEILING CU-A2 30A/2P FUSED AT 20 AMPS CLEARANCES. ANCHOR CU' S SECURELY TO RECOMMENDATIONS IN CARRIER'S LONG NE _ APPLICATION — nC TUC' TU 7 Dn Cl nnD 0DC'C7CWA V A Ain ,., i r, ,- _„ . . - . r T ^kI nr ♦ rinnnv T u l rr I N GUIDELINE I NE FORM 38 4XA, t , • - Cu 1 5 1 5 CU-A. 2 I O � -1 5 METER CENTER ' B' WP m,.......... • O 1 5 C 1 . . .... . .... . WP :) 1 5 CU—D. 1 G 5 1 5 CU-C.2 / 0 ,�, ' ' �. O n CU-D. 1 G 5 1 -10 O F] -1 CU W......... . CATV CONNECTION — 5 x C A. 1 1 1 • � ", -: �:��.� , .� `,,;;,,,,,,,,,,,,,,„_ �::::� .. � »»»,m _,. _,.._ ,�.... m.... „�. _.M..._,.,.. � f 4 :>� ..m.�..,.��._,,._,.�.�....�:�. �.�......�.: .�:.�:.A ., ��__ - ,, _ _ .,,,,..�� TELEPHONE C 0 N N E C T I VA gym_�.. �" A D- 0 I „ A fD A f D : m , I H , _ T. �. I f � � a , W� f r4811 ., CB) _ f f 48485 - PEl �s K K K ,:: 48 : K �f _ 4 ' f. 1 K K • 5 V) w +� 0 z °' = cn EU o o L'j > • -f 0 .4 > `~ N OLI- rn �0) 0 Lo Lo N 1 ROUTE-DUCTS.IN ATTIC EXCEPT AS NOTED. INSULATE,SUPPLY DUCTS TO R6..0` s 0 PANELBOARD SCHEDULE ``» CA » 225 A; MAIN L. 0. 240/120 VOLTS FLUSH. MOUNTING NEMA 1 1 PHASE 3 WIRE, 60 HZ. 22 K A. I. C. MINIMUM INTERRUPTING ' RATING . SERVES AMPS MPS POLES WIRE GND SPACE NO. GND WIRE POLES TRIP AMPS SERVES L I GHTS (1) 20 1 .12 12 .1 2 12 12 1 20 CHARGER LIGHTS 20 1 12 12 3' 4 12 12 1., 20 CHARGER LIGHTS 20 1 12 12 5 6 12 12 1 20 CHARGER LIGHTS 20 1 12 12 7 8 12 12 1 20 EWC LIGHTS 20 1 12 12 9 10 12 12 -1 20 RECEPTACLES: LIGHTS 20 1 12 12111 12 12 12 1 20 RECEPTACLES L I GHTS, 20 1 12 ' 12 13 14 12 12 1 RECEPTACLES :LIGHTS 20 1 12 12 T5 16 12 12 1". 20 RECEPTACLES 'LIGHTS. 20 1 12 12117 18 12 12 1 20 RECEPTACLES LIGHTS 20 1 12.12 19 2012 12 1. 20 'RECEPTACLES LIGHTS 20 2 12 12 21 22 12 12 1 20,RECEPTACLES 23 2412 12 1 -20 RECEPTACLES LIGHTS 20 2 12 12 25 26 12 12 1" 20 : RECEPTACLES 27 28 12 12 1 • 20 RECEPTACLES ''LIGHTS 20 1 12 12 29 30 12 12 1 .: 20 -,RECEPTACLES LIGHTS 20 1 12 12 31 32 12 12 1 20 RECEPTACLES 'CEILING FAN 20 1 12 12 33 34 12 1 12 1 20 RECEPTACLES.. CEILING".FAN 20 1 12 12 35 36 12 12 1 20 RECEPTACLES COPIER 20 1 12-; 112,37 38 12 12 1 20 RECEPTACLES RECEPTACLES 20 1 12 12 39 40 12 12 1-: 20 RECEPTACLES SPARE 20 1 41 42 12 ; 12 '1 ' '20 RECEPTACLES NOTES: ( 1) 'TO BE PHOTOCELL CONTROLLED. PANELBOARD SCHEDULE " AC ,7. 400 A..MA I N L. 0. 240/120 VOLTS ". 'SURACE MOUNTING NEMA 1 1 PHASE ` . SW IRE 60 HZ. 22 K A.I.C. MINIMUM INTERRUPTING RATING SERVES TRIP AMPS POLES WIRE GND SPACE NO GND WIRE POLES TRIP AMPS SERVES _ AHU-1 60 2 6 10 1 1 2 10 8 2 50 CU-1 3 4 _ AHU-2A 50 2 8 10 5 6 10 8 2. 35 CU-2A : - 7 8 - `AHU-26 30 2 10 10 9 10 10 8 2 35 CU72B 11 12 - AHU-3 30 2 10 10 13 14 10 8 2 35 CU-3 15 16 - AHU-4A. 50 2 8 10117 18,101 8 2' 35 CU-4A - 19 20 1 _ AHU-48 50 2 8 10 21 2210 8 2 35 CU-4B - 23 24 - AHU-5 80 2 4 8 25 26 $ 6 2` 60 _ CU 5 - 2 7 28 - LIGHTS 20 1 12 12129 30 8 3 .2 100 PANEL CB X X X X X 31 32 - X X X X X 33 34 X I X X X X X X X J.X X 35 36'X X X :X X X X X X X 37 38 X X X': ,. X X X X X X X 39 40 X X X X X X X X X X 41 42 X X X X{ X NOTES: - PANELBOARD SCHEDULE " C811. 100 A. MAIN L. 0. 240/120 VOLTS FLUSH MOUNTING NEMA 1 1 PHASE 3 WIRE, 60 HZ. 22 K A. I. C. MINIMUM INTERRUPTING, RATING SERVES TRIP AMPS POLES WIRE GND NO SPACE GND WIRE POLES TRIP AMPS SERVES FIREPLACE FAN 20 1 12 12 1 2 12 12 1 20 FITNESS EQUIP. DISHWASHER 20 1 12 12 3 4 12 12 1 20 FITNESS EQUIP. DISPOSAL 20 1 12 12 5 6 12 12 1 20 FITNESS EQUIP. EWC 20 1 12 12 7 8 r12r12 1 20 EXHAUST FAN WATER HEATER 30 2 10 10 9 101121 12 1:. 20 EXHAUST FAN,, ill 12 10 8 2 40 WATER HEATER! VENDING 20 1 4 8 13 14 VENDING 20 1 8 1015 16 1 20 SPARE X X X X X 17 18 X X X X X X X X X X 19 201 X I X X X X X X X X X 21 22 X X X X X X X X X, X 23 24 X X X:; X X X X X X X 25 26 X X X X X X X X X X 27 28 X X X X X X X X X X 29 301 X X X X X NOTES: LIGHTING"FIXTURE SCHEDULE MARK MFG. & CAT.# DESCRIPTION LAMPS, MTD VOLTS REMARKS NO. TYPE CA LITHONIA MODULAR' 2 32W 2M232-120 FLOURESCENT T8 CS 120" 'CB LITHONIA RECESSED, 26W AF1/26DTT6AR120 FLUORESCENT - 1 DTT CR 120 CC LITHONIA RECESSED HID 50W AH/50M6AR120 1 MH CR 120 CD LITHONIA 1 X 4 STRIF 32W SB232120GEB FLOURSCENT 2 T8 CS '120 CE LITHONIA WALL 26W AFW1/26DTT6AR120 WASHER 1 DTT CR 120 CF PROGRESS REC, FLUORESCENT 26W P226/P6667/30 DOWNLIGHT 2,. DTT CR 120 CG BIEBER 2X2 SPORT LIGHT 400W T2-400-MH-24OV-WHT 1 MH CR 120 CH LITHONIA ATTIC LIGHT W/ F96 C296HO120CEB WIRE GUARD 2 T12 SUSP 120 CI SEAGULL SHOWER LIGHT 60W 1108/1135-04 WET LOCATION 1 A19 CR 120 CJ TROY LTG. WALL 13W CARLTON B4921 PACK P- CR. 120 CK LITHONIA FLUORESCENT ,14' -0" 32W . DMW232120GE6 2 T8 CS 120 CM PROGESS STORAGEf 75W P3622-30 LIGHT 1 PL CS 120 CL PROGRESS TRACK. LIGHTS 4 75W Q CS 120 14' -0"; _HEADS 3' -0" 0. C. (4)P6376-28-P6245-10 PACK PAR30 X LITHONIA SELF -POWERED CONNECT TO UNSWITCH LEG LQMSWIR120ELHC EXIT SIGN U 120 OF ROOM LIGHTING CIRCUIT XA LITHONIA SELF -POWERED CONNECT TO UNSWITCH LEG DS-N1212 EMERGENCY EXIT LIGHT WS 120 OF ROOM LIGHTING CIRCUIT MARK F1 F7 F9 F15 NOTE: ALUMINUM CONDUCTORS MAY BE USED AS SHOWN, FULL,SIZ WHERE PERMITTED BY LOCAL AUTHORITIES 4'x 4'x 3/4" PLYWOOD AHU-5 UJ BACKBOARD FOR TELEPHONE SERVICE 3/4°E.C. TO EACH , FOURPLEX TELEPHONE OUTLET MOUNT 'SMOKE DETECTOR ABOVE FACP F- 1-#6, IN 1 /2" C. RECEPTACLE (TYPICAL) , ZONE 2 W. GROUND TO MOUNT PULSTATION SYSTEM GROUND ---1 2" CONDUIT WITH PUI NEAR FACP CONNECT T( DISHWASHEF DRAINLINE 4" I 00 O LA4eb Cke 1000 Plantation Lakes Cir Plantation Lakes Apartments 99=796