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Home My WebLink About2500 French Ave (2)M CITY OF SAN!'ORD 1'>Jd MIT APPL1CA'l'tON RECEIVED Permit # : C� s �.� ` Date: - /d " ° S- AWUEIJ.' � 2005 Job Address: L-) c) 6z�7r e x 1` 4v -e - z Description of Work: n. rr-en:i- 'r, i'K ✓` Historic District: Zoning: Value of Work: $ I• G Permit Type: Building x' Electrical Electrical: New Service - # of AMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures _ Plumbing/New Residential: # of Water Closets Occupancy Type: Residential Mechanical Plumbing Fire Sprinkler/Alarni Pool Addition/Alteration Change of Service Temporary Pole _ Replacement New (Duct Layout & Energy Calc. Required) # of Water & Sewer Lines # of Gas Lines Commercial Industrial Plumbing Repair — Residential or Commercial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FENIA form required for other than X) Parcel #: t,/ " a d " 3 d - S D =-i el (Attach Proof of Ownership & Legal Description) Owners Name & Address: y 1 i 1 c .) n i Uv ,� Sur- % r w S f c2 y •J E 7t'cr ,' wi Li -t.—VGA'- )e 4-• r f Phone: Contractor Name & Address: JJ -0 Phone & Fax:�� Bonding Company: Address: IVIA/�-- 1 Mortgage Lender: Address: /JA - State License Number: /_^ S o 0 0 00 7� Contact Person: r_), Is S It, .'rte Phone: X'. 3 ^ G y l(" f d. Architec nl�cr /A,- �- '� a '•1 •2_' 1 Phone: e 6 73 -- G 0 S Address:% l>✓ _.�. 102 l� Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit trust be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, I[EATERS,'TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE Oh COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state a c*' cies, or federal agencies. Acceptance of ••;mit is verification that I will of the owner of the property of the requir mer of Florida Lice Lai 3. Signal -c of Owner Ag nt Date SignaturlZIric— f Contractor/Agent Date ,, A . �. r— . �4 _ Print Owner gent's Name / Print Contrac r/Agent's Nam / Signature of Notary State of Florida V V U ate Signature of Notary -State of Florid Date Tina L Duffy 4P "p "�y� Tlna L Duffy My Cornrnlssion DD1045N .a' < My Commission D0104509 ��ff Not r�o xpires J N, n�" res June 27 2004 Owner/Agent is Pcrsonatiyel'90 Me or Cont actor/Agent is L/ ersonally Known to Nle or Produced Ill _ Produced ID �aDat,) !Z •o C- Utilities: FD: APPLiCA'1'lON APPROVED BY: Bldg'Loring: (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: Sti ow V\. Pyr 5c2 esA�2n K . 1 \� fl II II I II II II I I MID SIGN z 0' 20' 40' I I II SCALE: 1 " = 20' I I I II o F- 6.0 -1 II UNDERGROUND STORAGE I a o 0 o I O SIGN I I VAULT 60.50' X 56.51' I o I asphalt 3 (SEE DETAIL SHEET 12A) 01 1'24" W 260.53' SILT--' � � � SILT SILT 1 • III BPAMOCO i I'I ;` • RETAIL FACILITY I, I I 1 44'x96' II Y Ic I I 4224 PROTOTYPEOil II I (� I :..+,{• .:. FIFE 52.00 FDOT CLEAR u SIGHT TRIANGLE SIGN . - BP BLDG j I II 0 2 BP OVAL SIGN FDOT INDEX 546 0 I II Y• •�,� ee.p o. 0a e od0 quo o'q .1 tld00 ob'Oob . O i 1' I F / 1 II / 000 / 1 / // 0000 I II ��titl jj 1 ® ®I_e I Q I I �'• �': I , II I � � I � I _I 1 U I G 1 O II I U 7 77 I t •,+ II I , I Uj aeo I 00 11 ♦1 r •1i, •1 I I �•Y ' I Y 0000 t' I I •v , N I I o Q. •1� M1Y I I 1, •i . I N ��.'. 1 W :4• .Y 1 1 •r•' •t I r I 1.` II I I N 1J, •°` w I I I I fi / I II I I I I I 1 1 I I i r II !: ;"'r...�..: •: :...;;,, ,: „' > �:: I III AL .T I� 00 I I� 17 II 0 ,�`' f {..: 2a.0op:' I II i I I �; :.,.y+�: iANK..:e ,...,.',.• f' I III I (. I I ! IIII I IllISI II In■■i F91 in ■■■E1 •�p0 �. .Y, Y ��,: � ,. •i I.r• :t' .1. ,'!. oo'0 a'a a 00 ' \. '. Y: i OOOOb ,0000�o ov0do 0000 b 1 0 0 00� tl ,, 111.-w�SILTI „r11, •11,—,,, +11`, .,,, „1—SILT, 1,1 ,,, 11, SILT17 6 T3 er optic marker AVENUE----- (U.S. HWY. 17 & _9 2, S -o -R-. 15 & 600) RIGHT of wAr �AR�Es NON-ILLUMINATED/NON-ELECTRIFIED CANOPY FRONT ELEVATIONS N.T.S. BP TOWER SIGNO '___/L BP OVAL SIGN a BP OVAL SIGN Q (ON BLDG SIDE) BUILDING FRONT ELEVATIONS N.T.S. r 8 27/32" FF3EN�H co .22' Dia. Rubor Circle - (4) /4 VWrticol Rrbars, equally rpoced around a' r� 22" Qim rebar circle n3/4' Dio. Rigid Electrical Conduit% 10 3' x 3" x 1/4' W.T. Steel) Angle, 58 1/4' long 3" x 4" x 10 -gauge Steel Angle. 4'-9 1/2' beg 3' x 37 x 1/4" W.T. I Steel Angle, 54' long i 131 /32' 17 11/16" Plop View of Footing with 50!y= 4' x 4" x 1/4' W.T. A500 Geode 11/32" B el Tube, 8'-9 1/2" long Steel 4" x 1 D -gauge Steel Angle, 8"-9 1/2" long 3" x 3" x 1/4' Nf.T, Steel Angle 58 1/4" bng 3" x 3' x 1/4' W.T. Steel Angle, 54" long 30" Dia. Concrete Coiason -17 -6" mo. t-3' x 3' x 1/4' W.T. Steel Angle, 56 1/4' long 4" x 4' x 1/4" W.T. A500 Grade B Steel Tube, 9'-9 1/2' long I i< ten" QQ TOWER SIGN AREA = 32.47 SF 19 11/16" ELECTRICAL -NOTE: Lq= F48T12/D/HO (8) each. In, ' �s 1.98 Amps. - (2) each. n r6 7/$"-{--t0 13/16"_gjgI LQ4LI; 3.96 Amps. _ _ 2" Dio. Wire Hole \_(4) 3/4' Dia, Bott Holes Baseplate Psjq:16 AMoterial: 1/2' thick A36 Sted Plate. sl 1 1/2' = V-0'. Foundation Design Notes 1. Concrete shall have a minimum compressive strength of 3,000 PSI at 28 days. 2. Reinforcing Bars shall be ASTM A615 Grade 60 Steel. 3. Concrete footings were designed using a soil --bearing force of 250 lbs./sq. ft. pe'r foot of depth Lateral. R this soil condition does not exist, it is the Erect- ors responsibility to have a new base designed for the existing soil conditions by o Licensed Structural Engineer. 4. Anchor bolts ore to be manufactured according to AASHTO specification M314-90 Grade 55, Anchor U213 Qt1gib Four (4) required. ' 1 . 1 1/2" -, V-0". 112' Dia. Steel Rod , iO F-3" of Threads '-3/4- Dia, rbgid Electrical Gonduil (5) 13 Rebar Ties, 22' Dio_, on 13' centers (4) /4 Vertical Rebore. equoify spoceC oraund a 22' Dia. rotor circle ft n E 41 Croy^ HOU" tilh C6910 Faatina Anal ml of moi: 0.91 cubic yards. MONUMENT SIGN FOUNDATION DETAIL SITE SIGNAGE TABLE ALLOWABLE: BUILDING 96'X1.5' = 144 ONE SIGN PER CUSTOMER OPENING TOTAL = 144.00 SF CANOPY NONE ALLOWED FOR FUEL ISLAND CANOPIES MID SIGN ® 1 0 50 SF HEIGHT 10'MAX (MAIN) NAPERVILLE IL. 60563 ® 1 ® 32 SF HEIGHT 8' MAX (SECONDARY) PHONE (813) 805-0512 FAX (813) 805-0313 = 82 SF DESIGN TEAM MEMBER TITI E• PROPOSED: BUILDING : US HWY 17-92 (FACE) 0 BP TOWER SAF 1 @ 32.47 SF = 32.47 SF BP OVAL O 1 ® 45.06 SF = 90.12 SF 3 2 1 NO. DATE La REVISION DESCRIPTION PREPARED UNDER THE DIRECT SUPERVISION OF: SEAL: AUG 1 R 711M JAMES M. WINTER, P.E. ■�wr�11■11111 � BUILDING FRONT ELEVATIONS N.T.S. r 8 27/32" FF3EN�H co .22' Dia. Rubor Circle - (4) /4 VWrticol Rrbars, equally rpoced around a' r� 22" Qim rebar circle n3/4' Dio. Rigid Electrical Conduit% 10 3' x 3" x 1/4' W.T. Steel) Angle, 58 1/4' long 3" x 4" x 10 -gauge Steel Angle. 4'-9 1/2' beg 3' x 37 x 1/4" W.T. I Steel Angle, 54' long i 131 /32' 17 11/16" Plop View of Footing with 50!y= 4' x 4" x 1/4' W.T. A500 Geode 11/32" B el Tube, 8'-9 1/2" long Steel 4" x 1 D -gauge Steel Angle, 8"-9 1/2" long 3" x 3" x 1/4' Nf.T, Steel Angle 58 1/4" bng 3" x 3' x 1/4' W.T. Steel Angle, 54" long 30" Dia. Concrete Coiason -17 -6" mo. t-3' x 3' x 1/4' W.T. Steel Angle, 56 1/4' long 4" x 4' x 1/4" W.T. A500 Grade B Steel Tube, 9'-9 1/2' long I i< ten" QQ TOWER SIGN AREA = 32.47 SF 19 11/16" ELECTRICAL -NOTE: Lq= F48T12/D/HO (8) each. In, ' �s 1.98 Amps. - (2) each. n r6 7/$"-{--t0 13/16"_gjgI LQ4LI; 3.96 Amps. _ _ 2" Dio. Wire Hole \_(4) 3/4' Dia, Bott Holes Baseplate Psjq:16 AMoterial: 1/2' thick A36 Sted Plate. sl 1 1/2' = V-0'. Foundation Design Notes 1. Concrete shall have a minimum compressive strength of 3,000 PSI at 28 days. 2. Reinforcing Bars shall be ASTM A615 Grade 60 Steel. 3. Concrete footings were designed using a soil --bearing force of 250 lbs./sq. ft. pe'r foot of depth Lateral. R this soil condition does not exist, it is the Erect- ors responsibility to have a new base designed for the existing soil conditions by o Licensed Structural Engineer. 4. Anchor bolts ore to be manufactured according to AASHTO specification M314-90 Grade 55, Anchor U213 Qt1gib Four (4) required. ' 1 . 1 1/2" -, V-0". 112' Dia. Steel Rod , iO F-3" of Threads '-3/4- Dia, rbgid Electrical Gonduil (5) 13 Rebar Ties, 22' Dio_, on 13' centers (4) /4 Vertical Rebore. equoify spoceC oraund a 22' Dia. rotor circle ft n E 41 Croy^ HOU" tilh C6910 Faatina Anal ml of moi: 0.91 cubic yards. MONUMENT SIGN FOUNDATION DETAIL SITE SIGNAGE TABLE ALLOWABLE: BUILDING 96'X1.5' = 144 ONE SIGN PER CUSTOMER OPENING TOTAL = 144.00 SF CANOPY NONE ALLOWED FOR FUEL ISLAND CANOPIES MID SIGN ® 1 0 50 SF HEIGHT 10'MAX (MAIN) NAPERVILLE IL. 60563 ® 1 ® 32 SF HEIGHT 8' MAX (SECONDARY) PHONE (813) 805-0512 FAX (813) 805-0313 = 82 SF DESIGN TEAM MEMBER TITI E• PROPOSED: BUILDING : US HWY 17-92 (FACE) 0 BP TOWER 0 1 @ 32.47 SF = 32.47 SF BP OVAL O 1 ® 45.06 SF = 90.12 SF .IMITS OF S.F. AREA 1 o' -M" O 2 BP OVAL SIGN _ AREA 45.06 S.F. 8'-3 1/4" by r regular 0 Amoco O 0 00 122.59 SF <144.00 SF O PROPOSED MONUMENT ID SIGN AREA = 32.00 SF 9'-7 1/2" of �I LIMITS OF S.F. AREA BASE FINISH TO MATCH BUILDING ®_PROPOSED MONUMENT ID SIGN AREA = 50.00 SF CLIENT: bp x 1323 BOND STREET SUITE 179 NAPERVILLE IL. 60563 SITE ENGINEER: �oy��ss�v� DEVELOPMENT GROUP, INC. 5205 SOUTH LOIS AVENUE TAMPA, FLORIDA 33611 PHONE (813) 805-0512 FAX (813) 805-0313 FL. E.B. No. 7703 DESIGN TEAM MEMBER TITI E• A 0 A 0 6 3 2 1 NO. DATE La REVISION DESCRIPTION PREPARED UNDER THE DIRECT SUPERVISION OF: SEAL: AUG 1 R 711M JAMES M. WINTER, P.E. (FL Reg. No.: 18313 ) FOR AND ON BEHALF OF PROGRESSIVE DEVELOPMENT GROUP, INC. CONFIDENTLA� ITY STATEMENT: THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO, THAT THE MATERIALS CONTAIN PRIVILEGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP, WHICHEVER COMES FIRST. DEVELOPMENT INFORMATION: NEW BUILD (MODULAR) 4200 SERIES HARMONY RIGHT HAND BUILDING W/ 8 MPD STARTER GATE CANOPY SITE ADDRESS: 2500 FRENCH AVE. SANFORD,FL RF #TBD SCALE: 1°- 2D' ALLIANCE Z&DM: JB DATE: 7/06/04 BP REPM: DR DESIGNED BY: ALLIANCE PM: KEH JC DRAWN BY: WS PROJECT NUMBER: 003-198.00 CHECKED BY:�H DRAWING TITLE: SITE SIGNAGE SHEET N0: 4