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HomeMy WebLinkAbout110 N French StGENERAL NOTES: 1. All design, fabrication, installation and construction shall conform to the following specifications, unless specifically noted otherwise on the drawing: • The Florida Building Code 2001 • American Concrete Institute Building Code Requirements for Reinforced Concrete (318-99). • American Institute of Steel Construction, Inc Manual of Steel Construction (9th Edition). • American Welding Society ANSI/AWS D1.1-2002 Structural Welding Code — Steel 2. All steel components shall be as listed below, unless noted otherwise: • All rolled shapes, plates and bars shall be ASTM A36, or equal. All pipe shall meet the requirements of ASTM A53, Type S or E, Grade B, or shall meet the requirements of ASTM A252, Grade 2 or better, with a minimum yield stress and wall thickness that meets or exceeds the minimum values specified for that pipe on this drawing (ASTM A252 thickness tolerances are not allowed). • All structural tubing shall be ASTM A500, Grade B, or equal. • All bolted connections shall be made with ASTM A325 Bolts, or equal. • All anchor bolts shall be ASTM A307, or equal. • All welds shall be made with E70XX electrode, or equal. All exposed materials shall be properly protected from weathering and/or corrosion. 3. All field welds shall be made by a welder certified in the specified position. 4. All concrete shall have a minimum compressive strength at 28 days of 3000 psi. Signage may be installed on the structure after a minimum curing time of 7 days, provided the curing process has beenProperly maintenanced in accordance with ACI 318-99. 5. All reinforcement steel shall have a minimum yyield strength of 60,000 psi and shall conform to ASTM A615. All reinforcement steel shall be placed in accordance with ACI 318-99. All reinforcement steel shall be provided with a minimum concrete cover of 3" when concrete is cast against earth. Reinforcement steel shall not be 'tack' welded at crossing points. 6. The structure has been designed to withstand 130 mph (3—sec gust) design wind speed with a maximum design pressure of 43.2 psf according to ASCE 7-98. Exposure C) • This design is not valid for areas with special wind requirements in excess of those listed above. • If the proposed structure is located in the proximity of a bluff, the top or base of a steep hill, or any other geographical feature that may affect the wind flow around the sign, the installer shall contact Cornerstone for potential redesign or re—evaluation. 7. The foundation has been designed assuming the following average soil conditions: • Allowable Vertical Bearing Pressure of 1500 psf (This value is used for spread type footings.) • If soil conditions other than those assumed are encountered (including soft soils, unstable or collapsing soils, expansive soils, organic materials, groundwater, adjacent utilities or any other condition of potential concem5 cease excavation immediately and contact Cornerstone so that the foundation design can be re—evaluated. • If the structure is to be located in the proximity i of a building or any other structure, Cornerstone shall be contacted prior to installation to evaluate any potential impact on the adjacent footings. • If the structure is located on the side or top of a slope in excess of 3:1, the installer shall contact Cornerstone for re—evaluation. The foundation shall not be placed in or near a fill slope without Cornerstone's approval. • All concrete shall be placed in direct contact with undisturbed soil. There shall be no backfilled soil placed in or around the foundation without written approval from Cornerstone. 8. Cornerstone is in no way responsible for the safety of the work site during installation. The installer shall take appropriate measures to make sure that the installation of the foundation and the erection of the structure is performed using methods in compliance with applicable OSHA regulations. 9. If existing and proposed conditions are not as detailed in this design drawing the installer shall cease work and notify Cornerstone immediately. • Cornerstone will not be performing on—site inspections or verification of conditions. It is the responsibility of the installer, the structure owner, and the property owner to identify the on—site conditions (as per the limitations of notes 6 & 7) and to contact Cornerstone with any discrepancies or concerns. 10. Any deviation from these plans or non—compliance with the general notes without written approval from Cornerstone will render the entire design certification to be void. O i� 1/800 5'-1 1 /4" 1/801 4" 4" A A --III I—I -III�p 4 — 5 BAR CONCRETE FOOTING ® 12" C/C 3" -ELEVATION _VIEW A TS8X4X1/4 OR EQUIVALENT (2 3/4"0 ANCHOR BOLTS SEE DETAIL 8 - 5 BAR A ® 12" C/C 1 GROUND II , 4 #5 BAR I- ®r12"C/C 8- 15 BAR ® 12" C/C 81 Q„ 5'-5 1/211 4— 5 BAR ® 12" C C TOP TO 4 — #5 BAR 0 12 C/C BOT ° ° 8— 5BAR ®12"C C (TOF L® 12 C/C BOT p R 4 u u a.. 4 A 4 — - -1— .— ° SIGN FACE 3/4"0 ANCHOR BOLTS SEE DETAIL CONCRETE FOOTING N 0 n . v ,,•r /jI v H O� P! OFFICE— �y U c:� W ON � NOTICE I °' >w o CORNERSTONE ENGINEERS, INC. IS CITY' SANF � v 0 o w RESPONSIBLE FOR COLUMN AND FOOTING a� rn w n DESIGN ONLY. SIGN CABINET COMPONENTS �, a� LCD AND ATTACHMENT ARE THE RESPONSIBILITY w c o ®) ' P" OF THE SIGN MANUFACTURER q) 0)0 Lam° `CIO ... a a� iu ° •� .L U -1•+ L O 0 0 � 0 z U n.0LJ o (n 2 1/2- (C /2" BASE PLATE cp 0 z W L0 o r W D� w Cr •O Q co > �i O 12" .., O r 7" 3 4" PLATE b I o 00-0 W � •L 0 O TS8X4 �v acv �W� �o a� ee (� o O p SIGN FACE c° U O (n %C) 7/8"0 HOLES FOR X 3/4"0 A307 BOLTS (4) (D SEE A.B. DETAIL 5EGTION A --A � r W \ 4-- 0 O m V_ c +• 3+ai, W v v � c 00 O 00 (V r tV 00 SII O � U NON -SHRINK : GROUT ANDREW K. LEWTS r TOP OF FOOTING :a CONCRETE FOOTING LEVELING NUT 314"0 A307 ANCHOR BOLT 4» 2 -1 LONGW 7" THREAD ® TOP ,® �----� (3) NUTS & (2) WASHERS PER BOLT /� • I ANCC. CR BOLT DETAIL N.T.S. FL P.E. # 56418 TITLE DESCRIPTION THE WEST 117 FEET OF THE NORTH 1/2 OF BLOCK 2, TIER 9 AND THE NORTH 1/2 OF BLOCK 2, TIER 9, LESS THE WEST 117 FEET, E.R. TRAFFORDS MAP OF THE CITY OF SANFORD, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGES 56 THROUGH 64, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. The Title Description and Schedule B items hereon are from Fidelity National Title Insurance Company of New York, commitment # 03-PHI-0498G/M. Dated 03/06/2003 r�z 1� 0 5 10 15 20 SCALE, 1'��20' COMMERCIAL STREET P Of I ROAD BASIS OF BEARING BEARING ARE BASED ON COMMERCIAL STREET RIGHT OF WAY, BEING NORTHERLY, AND AN ASSUMED BEARING N 90'00'00" E. 12 �(fAFRZKING STAL9STALL MARKED HANDICAP MARKED STANDARD F29,314 1 ARE FEET �!6 LJ n z s r .r 0 iE e� 0 z M YKINITY MAE NO SCALE ZONING INFORMATION SITE RESTRICTIONS: SETBACKS: FRONT: TWENTY FIVE FEET (25') SIDE: TEN FEET (10') REAR: TWENTY FEET (20') HEIGHT: FIFTY FEET (50.00') BULK: 35% ZONE: GC2 (GENERAL COMMERCIAL) PARKING: 1 SPACE FOR EVERY 200 SQUARE FEET ALL SiTE RESTRICTIONS WERE OBTAINED PER (CITY OF SANFORD ZONNiNG, FLORIDA) L CONTACT: 407-330-5600 SCHEDULE "B" ITEMS u c C ASPHALT PAVEMENT (WIDTH VARIES) NOTES CORRESPONDING TO SCHEDULE "B": lTlo IP. R� b JIM ow LEGEND No W. SS000'00"E 247.94' (M) 248.00' (P) rr oa+alsrc siren" I'-%— GRANT EASEMENT OF THE CITY OF SANFORD RECORDED MARCH 8, 1960 IN O.R. BOOK 287, PAGE 282. APPLIES ANb AFFECTS AS SHOHM. � x C t X � 116.95' (M) 117.00' (P} 14.OQ' 11$.95' (M) 117.00' (P) 8. f t FND t'OUND I. R. IRON RDD X �0b 7( { voo1 PAD AIR ,+, .'o ,� 1. P. VENT PIPES I Tt q ( { { ASPHALT �• •-v •� R/H RIGHT OF WAY RS. R PAVING a + n K u• Alar M Pu►T � •, ``+J � CONC. CONCRETE vACAtm APttY se.1077- ---•� � + t." D SANITARY SEWER MANHOLE oltd est _ _-- - ---- - --- JIM .-..-� r------------------�tleied`c11t1E«.....«.__�._.._.....----- __ - -7lDa-- g:..___......r. °�:�-gyp- •�".VALVIE'ROc,.1. � � "Z?J UTILITY POLE .•. 1 B is .Q 4t7:; D R PROPkATY LINE i lei --•• 10.fY •--•••-•-� 7 � - • , . . •. a r • �. SURVEYORS CERTIFICATE w �••� x •. 1 ORM EASMENT r" ..../ Q 1 a.R.8 287, PG 282 , ti : `, y • , C NY MEASURED' 4 Y .. r P4A _ r?i 1' '• i 4 _ 1 N tN I Vit... O� t�OI ••1)E '0 t� w• t Y' F. t•{arttOnial ti ' c I7.p T.3:C, of •tet.•. R I Y�4 - ITke. i�sy eco 2 to Sten � cam. > . � apt 1 111 dBtOl: r \'•' tL t Titter , .� >,� A/ ALT .:....,. sxm amxlil �.s.: •d' � 4 .:Liar sYo '. • N e © O tbet by 1 ') seri 1>�� V13�t) and ��Y � . oar , slrccera le ... � � and tlueir ti:� visit tf10 > all 1 egi8 r *at 6uty Y PAY ._. C .I and lien ONCRETE •• d ' , e ��•,������ lead eY �Y tile `a' a t I 1 8ro i,i SEA' HUS.. fa�dvmai I:ICEN INESS �'eY �� N IDado z• • wa0 W .. Doe), by L x••••••••11 I Venn and asking auras tlles�eoan• _ e 'w+. i -} ~ WV• K ...... ..�,,,�. b structures, P UJ -� I CoNCl�E7E ,• PAVING i n OVERHEAD UTI Y uildfngs, & , H x . et1 $ 1 (� d .. r . 4 1 p .1 .. $ t: T LINES o m PAVm((i 'HOOD FENCE • Ifthitlercertifyssfollows tm P ' { I to g 1 . .• r P I',"� .•.:...•."" CHAIN LINK FENCE survey and the fihfcmmatlom courses f vQ 1 CRASS I I ••t- (� Ci ?„, WM WA CER METER 1. Tbo ey end diatmon ahownthwn we cometh � >< � � i r Z � of :Q bene fit conflict wiflt 11 w 1 e ( I , •. METAL CAtiOPY aNelkHA1110 -N � 2. All physical evidence of boundary lines and !lues of posseasfas of occupancy have been shown said proper notation made w d I ; I---»--{ 4 • 91 i a U'', : CD the 1 �••• t x ; ) r ; , I nor- (L 3. Unless o&erwise noted there are no boundary line disotepancies and no deficiencies in the que ntity of the land desotibed in the legal deeadptlan; IX 1 I ( 1 I t. ' • . ; rn F' f��y.r�p No. 0341111-04980 M piepenred by Fidelity _ I toted on 110 sluvey b the saw property as that set forth on the title Q a , I . ' ASPHALT , ALTA/ACSM Land Title Survey 4 y a. The ply 4 I x I I National Title Inautence Cotapat Y, sad tbat the title lines and lines of actual possession are the same Z 4 f 1 � y. 0. _ y i Q S. The size, locatim and type of all visible bulldhlgs std inpmvemeins are as shown and aIl mire wfthfn the boundary lines of the property and any x _._.. x x ___, x — x x • ••••• x .,..� Ic -�- x x x {---- X 20.8' noted on the survey; t~' 1 L ¢ building setback Hoe » specifically � ( The visible attuctutes and impsmemeats shown on the survey comadture all of the visible intpmt►venneuts our the lm'ol�y; I 116.90' (M) 117.00' (P)1 6 Th �..,:�L 14.L .... . _ . 116:90' (M) 117.04' (P) fir- rj-�q_M 7,oabhg acrtbacks are sinown survey and there aro 6 marked paddrig spam. c oftetedo n are Fmp�ty. including l matkedbaudicapped ` -. _ _._ A __-----.. _..� _�:.__ .�.At • --r_ _ 1� _ ___.. _ _ �.J'j onthe CK tJil[ �, �.i1L...r _Jpaddn8 N►aOes:visible etrotasv<hmmna by imperovennmtts located 00 �PRiVATS 14' ALLEY . ® $.'Them ars tw caseataab e:r rlghte ofwayrefers nced in the title sepport provided over+ oE'tadjw,= pa operty Onto, or uses atfeib38, thio PGpOM Or "8000ntatEa eOCiatiAg fCQ fll0 b�e�t Ofsand appinCEilant topr0i>QnY> of end allathareultv�eYnlatedtitloexooplinmaisdaatedonthetitle ---a+u arta aRr oNu••-•—�•—seer � ala.---r•------�oNu � o►a. aw oNushown sad depicted an the Survey, and that all auemems, rig alto to the eluent such items eenbe plotted; N90'OO.OU W commia mt referenced in lead► ft4 slave have been plotted on ey m247.77' (M) 248.00' (P)stow .wv[ss)o• 2' G4 wAu. 1:.;J rw L 18 No w. 9. Thera we no visible encroacbmma by any of the visible improvements located on said property ouzo adjacent prapexty or onto easement eseas an the property, other than m shown sad depicted an 1110 Survey;( ata ss e A0r MAGE CW7-EI.isVE11'piC riVeQO �yR� 1 AARCFJ. �Tb-ihSa- AC••eQdtl-0000 PNICtn: �2b�i0-30-eAfr02e4-ae70 10. Any visible diwh"e into etrenms, rivers or other visible conveyance system is shown an the survey and 11"m are no :dreams. 1 panda, lakes, ditches or drains located on or borderingon Cr tuning through tie pt opmty except as sl1ownn; ,H 1321 214th Avenue S. 73069 11. The survey shows the locadom of all visible alarm drainage system for rho collection and dJVOW ofau roof and surleoe dndnage; 1 1 Norman, Oklahoma .b-ak . 1 �' (405) 701 -M2 www.lis"alta.cam 12• All parcels which compzisc the property are cantiguoua, wiUt no gam gores or ovedisps; � ( Own y: ate: 091 3i 3 13. All setiaok requirements of record and provided or disclosed by applicable zoning, subdiv11Ian at building codes are shown; ' ,l 1 1 ST STREET F Revislon:update 14. All visible utility services on the property either eneet the'property through adjoining public an+eeta, m the survey shows the point of entry end i locadcn of any visible utilities which pass tbrough or are located on adjoining private ]std; Ref. e . 501 1 Ref.No: ERevlsion- STRELrr. 15. The property has direct vehicular sad pedestrian wows to dedicated public Way(s),:in Patic0a FRENCH AVM4M AND C�OMMBRCIAI. Aprvd By. p desatlbed>benda does not He widifn flood hazard atm In accordance with the doatmrelat en dlded "DOPOUB ant of Housing ttt>d ;; n BAM ate: CS U R VE YOR' S NOTES Field Revision: 1b. Tike ptapmty Flood Hstnrd Arca MapsQ send ioattesd be In Flood Zone X j,.. 1�a�9�I 1 1,03 Utbsn Development. Federal Tnsluanoe Adtntfndetration - Special o III This survey is made (i) in aocardanoe with tea 1999 "Mfnianum 5truodsad Detail Regabarnmte Irma ALTA/ACSM I,nd 12tie fiarveye^ esabliahed and adopted by ALTA, ACSM and rue Nadorml 3ocfety of and fneiudes Table A items Nos. I {except fiat ahtes that require record anonv�tt platting), 2, 3, 4, 6, 7(a), 7(b)(1), 7(e viidble evidence onJY),13,14,15 (with no mfrrmoe to and 16 and to the 1999 TA and ACSM and in effect on the date of this cerdficatiean)proposed)7 (� p a ny and the survey treats ale aonawy requirements of d Survey. No.4224 Registration No. 4224 By! Oaten K Bali a Date: 05-23-03 �0 STATE OF O R 1a l+ e z 1,: ;s >. o, rrr9�' t h '%x� �s n �,K --�*i � a -,I• 0� L 1 p1t T•o r, E'F KEY TO ALTA --SURVEY .,�. =Cs C�`.rsS@, r' , '•Ke^ i b.;r tY1 ct.�a �`a,,,ci • eNAL 0 x' ' ,>ossa f o-L,,.� xcwta e.o�u bac 15 ,'y e'er; L��J'� Lim W 2 '(y is covcfed ,ane e.wa<Atla+ (talEl l.� !�' hraoo 16 intim lux r sAse a rwlew DWrens 3 saaneu,r moa 10 4. ,. t , `, 1, �,� 1g wortilraaAnoHcox theskil 'y ci;urance coverage. 5 IZJJ00 asdlkJAtedi 12 ►ANalN alyoalAteoll 19 ratter AMfA 1 eif, PLEASE DIREC7 At LC—caarcnr SURVEY'EGARDING THIS ,� • � , ,'� t!' .!""'" raasr�ae nccsoewal►t► usr 14 s'eta'e 'vI�` CEINFORMATION BY GRAPHIC PLO'T'TING ONLY, TH6�.ko"'��N1..ZONE "X" OF THE FLOOD INSURANCE RATE" 1140,1=1411 1411 LAITY PANEL N0: 121170 0035 E. WHICH BEARS AN-Z�)Vj=, DATA OF 04/17/1995 AND IS NOT IN A SPECIAL FLOQb�,Rl1ZAR6 AREA. NO FIELD SURVEYING WAS PERFORMED 70 DETERMINE.THIS'.7ONE AND AN ELEVATION CERTIFICATE MAY BE NEEDED TO VERIFY THIS DETERMINATION OR APPLY FOR VARIANCE FROM THE FEDERAL EMERGENCY MANAGEMENT AGENCY. ZONE "X" DENOTES AREAS OUTSIDE OF THE 500 YEAR FLOOD PLAiN. CEMETERY NOTE THERE IS NO VISIBLE EVIDENCE OF CEMETERIES ON SUBJECT PROPERTY. CPOS5IBLE ENCROACHMENT LIST) � ---- CONCRETE BLOCK WALL ENCROACHING 0.3' BUILDING 6.0' INTO O'nUTY EASEMENT FENCE CROSSES 16.0' OFF OF PROPERTY LINE. 1. No observable evidence ofearth moving work, building construction or building additions within recent months. 2.. No underground utilities are shown on this survey, only aboveground visible evidence of utilities are shown. 3. All statements within 'the certification, and other references located elsewhere hereon, related to: utilities, improvements. structures, buildings, party wails, parking, easements, servitudes, and encroachments; are based solely on aboveground, visible evidence, unless another source of information is specifically referenced hereon. easements, servitudes, and encroachments; are based. 4. No observable changes in street right of way lines completed or available from the controlling jurisdiction. No observable evidence of recent street or sidewalk construction or repairs. 5. No observable evidence of site use as a solid waste dump, sump or sanitary landfill. *"10.t Y It*wt F Oetlald k Intwna0wei Isar 54fdcw k,a - 2W2. tAle format and *1146 is Vnteote y COpptpht. 0/ tots an reskv4d. Any vee or thb format anQ A* b Strictly Pro blted wttlwat prior nitten OaemlpfOn from Sot"Ovond.Low sw4oea• kw. Sheet 0f _ Scala: Date: it ,= 20'Revision: Prepared For: Sunoco, Inc. (R&M) J Client Ref. No: (SSA STORE 9888) (MASCOT STORE Project Address: 110 N. FRENCH AVENUE Project Location: SANFORD, FL, SEMINOLE COUNTY Project Name: SUNOCO FLORIDA Job Number: 03-02-026:052 >rrr�u MAY 2 3 2003