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HomeMy WebLinkAbout413 W 1 St 01-1907 New construction Community National Bank (2)._�......f .__. _ _.� n I.U.ff eta- Imo- onr- -V / - Ut-+ � V 4 -a' NOT EXCEED 1 -2U 1 I' V C VU V V lJ 7 V FT0. Ih R 1T12 MAX SLOPE SEE DETAIL .FOfs' 25. ,�... IREs RYED PAI?k/NG SIGNACE .0 •NQI ; (NANpICAt' SIGN QNLY) , I E. SPECIFL A TlON I. ALL LETTERS SNAIL BE BLACK AND t' IN C HEIGHT. LETTERS ARE TO BE SERIES 112" RADIUSWALX (% PRO F0 B OR C . PER MUTCD. 1 /4'T 2. ' TOP PORTION OF .SIGN SHALLHAVE REFLECTORIZE as (ENGINEERING GRADE) BLUE BACKGROUND WITH c 18' WHITE REFLECTORIZED LEGEND AND BORDER. .. R9 11 (FAGBC) . 'Curb, 3•. BOTTOM PORTION OF SIGH SHALL HAVE A g PRDNDf INICKENEP EDCi Measurementof Cu " PARKING 'i BY REFLECTGRIZED (ENGINEERING GRADE) WHITE - DISABLED BACKGROUND WITH BLACK BORDER. PERMIT Ramp S l o e S 1-4 � .. y, SEE DETAIL ONLY' 1: ONE SIGN REOUIREO i0R EACH PARKING SPACE, FLARED SIDE PLANTING OR Oa HER FOR DISABLED SYM6�'OL X �, (CLASS 1, 2500 PS1 CONC. 44 NON—WALKINiC�• llftPA1Xt ` , ` • ` . ` . ` � � . y ( SPECIFICATIONS �— CONCR CURB AND SIDEWALK COMBO. �... �. :. r • + HAMr w ACCESS NOTES ( $250.00 TINE aowu. srRIPwG TO a� WHITE I CITY ORD. 1/ NQT TO SCALE + • • + • • • i + . • y • + • • • • + w Lake Monroe 1, .JHE MwNTm `OF THE NXESSIOU SIGNS (maw 5. THERMOPLASTIC SPEC,MTXM. �3� 11.. -> SIGNS) SHALL BE 84• TO THE �011 OF THE SIGN. •2. .THE WUNTM HER HT. OF THE PENALTY SIGN" SHALL \ BE "'. • TO THE TOP OF THE WA � 12 (A) FLARED SIDES12 (B) RETURNED CURB 3. ' CURB RM.P$ SNIML C4W,Y WITH 'FACW 4.7. 12(a) . If land n of f n NDICAP SIGN D,E't"AIL F>I,AaEo SIDES 1ho l g depth the top a curb 4. PAR1cINa sPP,cE SURFACE SwY.I BE EVEN WITH THE w ►ar�Tp is leas then 48"(1220mm), then the slope of the florid aide w i NOT TO SCALE I ACCESS AISLE SURFACE MO CROSS SLOPED MAY NOT ; super fha EXCEED A' SLOPE OF 11l50 IN Tm MEAL >tiTail not n :12. 0. ANY PART OF AN ACCESSIBLE ROUTE WITH A $LOPE GREATM CONSIDERED A RAMP. THAN 1;20 SHALL BE 4 SURFACES N,ONO THE ACCFSSINF ROUTES SHALL K Fig ( ) $UP RESISTANT MID SHALL COMPLY WITH 'FACEC" 4.3. CL: 7. i�r' LEA . otiE ACCE$S184E ROUTE CoMPLY>KO wm+ - 6 FIRST T , 12 MIN Sides o Curb. Ramps 'FMC1 a 4.3 SHALL` BE PRov PW WITHIN THE 004JWAKY (FAC;80 Is the obbrsvtatton of :florlda '. `i S OF: THE" SITE FROM PIJM TRANSPWAMON STOP$, kossIW4 Coda for Building Conrtruotlon (FACBC) Is the abbreviation of ;FWda Q Aoo"bllNr Code for 8�dlding Construction . S ITS /rL'CE5Sf9t.E PARtGNO, AND PU STREET OR SIOEWAI5C5. . TO AESsit BUM.DINIG,ENtRCS. I HANDICAP PARKING SMMNG v CA . . '�, � .DEL LERY I NOT TO SCALE 4"(TYP) 17 w SITE AREA TABULATION � 92 > 14e0 d•QLMIr7�ElE DESCRIPTION SF ACRES PERC. OF SITE Q W r /g DEEP 7?'' (xw PS1 a�SS 1) I Z " vars>7Ea} i�. �' SANS❑RD J. 2'FROMCOP � �` BUILDING AREA' 1 820 0.04 15 GENEVA .�I2'. I PAVEMENT AREA (ex)4,980 0.11 43 �D71 __! T TOP t2• To BE COtdPACTED To A MINI►IUN OF es PAVEMENT AREA (pr )1 , 267 0.03 11cy- q f AIRPpR A ! x of THE SOWS tw(utuM PROCTOR DENSITY AREA 6,247 0.14 540THIS SYMBOL TO BE WHITE THERMOPLASIlC VALUE (MSFiTO T—iB0). 0 LANDSCAPE AREA 3,544 0.08 31 SPEClflCA [IONS. I! TW'ICAL PAlI ML�NT SYII PM l�-�Oi9 < z ewss,,,.s000 psi cavaeETE . SITE AREA 11 611 0 27 100 OP__ v¢i PA 1/EAEW DETAL NOTE AkELt STAn rD 8E CENTERED CN PARKING SIT!!PE rlAV YL./ICA 'ED PMI• NG ,. ..,, ,. BETNEf.N PARX6VC SPACES :. Sci01kC 1„ J� NOT TO SCALE WHEEL STOP � PARKING REQUIREMENTS: � LOCATION MAP 1 SPACE FOR EACH 200 S.F.' OF OFFICE AREA. y, L EGAL DESCRIPTION .(10 028sfi) 91,820S.F., OF OFFICE AREA SPCS _ SUB -TOTAL. 9 SPCS LOTS 4 AND 5, BLOCK 3, TIER 7, E.R. TRAFFORDS TOTAL PARKING SPACES REQUIRED = 8 spaces MAP OF THE TOWN OF SANFORD AS RECORDED IN PLAT ACTUAL PARKING SPACES 9 BOOK 1 , PAGE 67, OF THE PUBLIC RECORDS OF LEGEND SEMINOLE COUNTY, FLORIDA. 11 :: ,. DENOTES PARKING LOT LIGHT : LOCA-rIQ S t1r .j z 0 z D 16. 0 c_ r V Q z Q 0 ` ,0 O � � 1 oo 0j K) e ra � 11 CO Q © S/) i. GoCo t [,._ •L. E aQv z� +- w)p �t o V rT0 �. CCU �--I 4,.-.J.{ � rr' (i- CJ' � ¢a v U 2 (Y Q 7) ct cj 0 Q p M CCJ 1 Q a -c1 1 11 a DR BY DESIGNED BY RCM APPROVED BY: MONTJE S. Pr* ANIY, P E. JOB NUMBER: 2000.,I00.3 FILENAME: 200030U--3 slie plan SCALE: . 1"- 20' .DATE: June JO, 2000 SHEET NUMBER 1 of 1 {I b,N� �/ �� �� 1 J } �..� � .' t 1 s- 1 _� =�' �r-� T� �--r�'*-r-^_�'_'�i-^<.r-•i,�",.j—,:r---r^.'�---r'-.�--,,_,-'-T r �_._.r.L �L ,,.--. ,_..,ram r -r { 'r-�p-<+---/".a„q'�>-•T.--. 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F' A T R N R_ G a O 5 _LL GOL. < r , , t. , FRONT ELEVATION 5C, _. r a >. 1.:.. .. .... .5. :,♦ a , e r' r , n , i , / .....TRUSS TIE:SCHEI)ULE UPLIFT TIE-DOU�t FASTENER:' �kNCNOR STD: FRAME -TIE 455 5IMPSON H5 ": 4-ad 14-5d 000 51MP5aN MT5 •l? 1-10d 1�►oci STD,. MASONARY TIE 1490 lSlMF5CN META 1'_ .,' 12-10d,xIV2 EMBED, 4' • ,. 2130 51MP50N 141-IET,A 20 I7-lOdxl!i? SPECIALTIES 1456 -5IMP50N HT5 20 12-10dxl1/2 12-lOdx1112 2050 51MP50N LCGT SNKR 14-1od 5NKR. 3-315 5IMP50N MST 3`1 21-10 21 Igo 3} 5 (2) SIMr'�SOI�1 il-IOcixl�z EMBED, 4' P-I IETA 20 EAC.H 4200 15IMF50N MGT 22-10d 5�a' THRD.. ROD EMBED, 5' W/ EPDXY CEMENT 5005 15IMP50N �T 2 a -loci 3/4' THRD, ROD EMBED: 5' Wl EF'OX-1,CEI" 1ENT' NOTES: I. WHERE MULTIPLE TIES ;ARE USED:. LOCATE T1E5 AT OPPOSING 51DE5 OF TRIJ55 SONNECTION FOR MAX - NAIL S)=PERATION 2, ALL HANS ER5 FOR I -PLY TRU35E5 1"O 5E U15,P, TI-1D ;20 a 2-FLY TRUSSES TO BE THD 28=2 UNLE55 NOTED OTHERUJI5E 3. ALL MASONARY Tp TRU55 CONNECTIONS TO BE, 5IMP56N META 1'o UNLESS NOTED OTHERWISE . ALL FRAME TO TRIJ55 CONNECTIONS TO BE SIMPSON MT5 12 LNLE55 NOTED OTHERWISE PLANS., CQMFORM; O TFi>*' R>*Q1JfRt=hANTt ,OF �i9-44&'19 AND iOALf Y ± ADEQCJA D ::FqR 0 1 �?0 i WIND 4w j Gri 4 PRQJ��T• N,O,: � �� uj Lu Q� J. i �i CL �" SWEAT .NC7 , , <ROOF -PLAN W __J 1 1 - t t. - K ,. __.: ... _.,. -, :: .., ,....:: ..• ., .. a ., — , 'L , C;QNC. 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