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Home My WebLink About1160 Rinehart Rd (5)CITY OF SANFORD PERMIT APPLICATION RECEIVED Permit # : O `' g a t Job Address: o (moo eonekap r e Description of Work: Historic District: Date: Z Z /- 0 MAR — U 1 zooms t 64&k? . V -,-- G-w T C. . Zoning: Value of Work: S f 0 0 0 G Permit Type: Building__eElectrical V Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/AIteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout &Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential- # of Water Closets Plumbing Repair— Residential or Commercial m Occupancy Type: Residential Comercial Industrial Total Square Footage: :7, t0 Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel M (Attach Proof of Ownership & Legal Description) Owners Name & Address: lt% 1MQ t t ZU -- SS0 IJ/lphot5plix Z krol Phone: —_.... Contractor Name &Address: TT 5 5 NS _61W Q.A/c.S7 ? • 7c?ti rL`1 Jy State License Number: j:57 rio— Phone&Fax: 4-VI-3d2 knO Wl Sad-ontactPerson: Qh D Phone: Bonding Company: - - - -- Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: — 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 must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work %%ill brdone 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 OF 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 agencies, or federal agencies. is verification that I will notify the o thee property of the O'7gK 7Z(64 f n Date Print Owner ent's NaiDe Si —atu' e of otaa State of Florida Date or Owner/Agent is _ Personally Known to Me or Produced ID fit- dri eh /per -.re TION APPROVED BY: Bldg: PwIlk -Zoning: ni is r & 5ate) Special Conditions: of Florida Lien Law, FS 713. Signature of Notary -State of Florida Contractor, Agent is _ Personally Known to Me or Prodcced ID FL Cf/iUCr0 /-rent-e- lo!e4i 4 fl 69, 3d r w h'h /Q fP ps, Autorwative I a Group, Inc. January 24, 2006 City of Sanford To Whom It May Concern: bzv I d Mcal OZ 53f• 27J6 Re: Letter of Authorization 4_dw, gS 9t-ll 3 I, Denise Martin being an authorized agent for Automotive Investment Group for David Maus Toyota located at 1160 Rinehart Road, Sanford; Florida 32771, give Lott Sign Service Inc., authorization to install signage at the above mentioned property. This letter shall also serve to authorize Lott Sign Service, Inc. to act as -our agent when applying for the necessary municipal approvals and permits. Regards, Denise Martin Construction Management Owner's Authorized Agent for: David Maus Toyota Attachment: legal description STATE OF `Ni : z c -j ) Ss. County of Nc aic a g A ) The foregoing insti'timent was acknowledged before me thisX4" day of , a-oo(o by Notary P lic OFFICIAL SEAL My Commission Expires: 4-- a —06 CINDY L. ( A' NOTARY PUBLIC ARIZONA MARICOPA COUNTY My Comm. wiles April 2. 20Q§ 1550 East Missouri, Suite 300 / Phoenix, Arizona 85014 Office: 602.230.1051 / Fax: 602.230.2826 / E-Fax: 443.836.0389 Mobile: 602.538.2736 / E-Mail: DMartin®VTAIG.com Automadve Invenum it Group, Inc. January 24, 2006 City of Sanford To Whom It May Concern: Re: Letter of Authorization I, Denise Martin being an authorized agent for Automotive Investment Group for David Maus Toyota located at 1160 Rinehart Road, Sanford, Florida 32771, give Lott Sign Service Inc., authorization to install signage at the above mentioned property. This letter shall also serve to authorize Lott Sign Service, Inc. to act as our agent when applying. for the necessary municipal approvals and permits. Regards, Denise Martin Construction Management Owner's Authorized Agent for: David Maus Toyota Attachment: legal description STATE OF Oki ss. County of R %a\Zc a k A ) The foregoing instrument was acknowledged before me thisDA day of , X*Q?v by _Z;,JCSe Vi` 14X_.P Notary P lic My Commission Expires: tk— a —06 OFFICIAL SEAL CINDY L. GAINES PUBLIC-ARIZONMARICOPACOUNTYaNOTARY y Comm. Expires April 2, 21155 Y 1550 East Missouri, Suite 300 / Phoenix, Arizona 85014 Office: 602.230.1051 / Fax: 602.230.2826 / E-Fax: 443.836.0389 Mobile: 602.538.2736 / E-Mail: DMartin@VTAIG.com P/: %i J C O NH / / J 555 Ellesmere RoadInnro, Ontario, Canada M1R4ERoad 22-MAR-0I Date 1/4' - 7'-0' Scale Job No. TOYOTA SIGN GROUP Tel ( l16J 759-1777 A. DIM— /A. Ho/l oak YSales Re P04 0592 Design No. 9Customer Approval 09209 Fax ( 476) 759-4965 DAVID MAUS TOYOTA To// Free 1-800-268-6536 C. Calder Designer R4 79MAY 04 Revision Note Date 2925 North Highway 17-92 www.pattisonsign.com P. O. BOX 52 A U1.1111 n P(J- Patti— Indusvias Ltd. Pre —vic dep—d Mreln — mPyr/96t end en Ne uclur/ve Property o/ Partlwn Slyn G—P end es aucb unnar be reproduced In whole or In Pert Mrt out prim wrRtrn rnnsent. Longwood, F L l 17'- 0" Brick planter len 9' 2' 2•- 7- 6'-612' 1'- 101/2'} I I TOYOTA lll 5'- 8 1/4" t y Te' STREET SIDE NOTE LOW EDGE OF MONUMENT TOWARDS STREET. HIGH EDGE OF MONUMENT TOWARDS BUILDING. 4 - 0 Custom Monument (Quantity 2) D! F ILLUMINATED MONUMENT OFFICE PERMIT # An ILLUMINATED OVERALL TOYOTA BRAND AREA 13 SQ.FT. EMBOSSED LOGO (1'-S'H x 2'-3'W( 3.2 SQ.FT. ILLUMINATED CHANNEL LETTERS (13'H) 7 SQ.FT. 3116' 2447 WHITE ACRYLIC FACE WITH RED 43630-73 VINYL ALUMINUM FLANGE .040 PAINTED TOYOTA WHITE 00, • • ILLUMINATED PRISMATIC LOGO (1'-3 1/2"H x V-101/2-M 2.4 SCI T. 1/ 8' THICK HEATFORMED VYVAC HT PANEL PAINTED TOYOTA WHITE ALUMINUM 3D SWOOSH' PAINTED31 MEDIUM GRAY CITY OF SANFORD SIGN SIGN DESCRIPTION O CUSTOM MONUMENT 2) TWO D/F ILLUMINATED MONUMENTS O SL60 ILLUMINATED STACKED LOGO & LETTERS FLORIDA O POWER TOY-3 (LOGO) / CORP. EASEMENT NON —ILLUMINATED TOYOTA LOGO r O TB34 2) TWO SETS OF ILLUMINATED TOYOTA BRAND SIGNS SI18—SERVICE O (2) TWO SETS OF EXTERIOR ILLUMINATED CHANNEL LETTERS O S118—EXPRESS LUBE EXTERIOR ILLUMINATED CHANNEL LETTERS O SBL15 ILLUMINATED SCION LETTERS O PDNN-18 NNON —ILLUMINATED DEALER NAME LETTERS Z O D34-4 CUSTOM D/F ILLUMINATED DIRECTIONAL D34-4 CUSTOM goo 10 D/F ILLUMINATED DIRECTIONAL LOCATION TO BE DETERMINED) ,A lop. v / v IZ G i O._O. MIN. 77a I I I I I I I I I I I U I I I I I I I I i U I 111 lulillilliluillillilill It 5 5 O nlllilllllllnlllllilll 1111_11 yI SHOWROOM / PARTS/ SERVICE BUILDING < Z J 2 i i r Ln oZ 4 4 0 TOY09209 sco le- 3132" DAVID MAUS TOYOTA ti o. 2925 NORTH HIGHWAY 17-92 P.O. BOX 52 LONGWOOD, FL 1 r 5.8 CU. YD. CONC. REQ'D. 2 3. 4. 5. 6. 7. 8. 9. 10. 10'-8" 13'-0" GUSSET DETAIL NOTES: DETAIL A Design is based on 110 mph 3 sec gust design wind speed per FBC 2004. Exposure C. Spread foundation analysis is based on a safe vertical soil bearing pressure min— imum of 1500 psf. Caisson foundation is based on a safe lateral soil bearing pressure of 300 psf per foot of depth. Soil report was not furnished. Allowable pressure should be verified prior to placement of concrete. Do not place foundation in fill. Concrete shall be mixed to attain a minimum compressive strength of 3000 psi in 28 days. Support members shall be free from defects and shall meet ASTM A500 grade B with a minimum yield strength of 46000 psi for tube. Plate and angle angle shall meet ASTM A36. Structural bolts shall be A325 zinc coated unless otherwise noted. Anchor bolts shall be cut from A36 round stock. Exposed surfaces shall be galvanized or coated to prevent corrosion. All voids between column base plate and foundation surface shall be completely filled with high strength, non —shrink grout. Welds shall be made with E70xx electrodes by persons qualified in accordance with AWS standards within the past two years. Steel reinforcing bars shall conform to ASTM 615 grade 60 with deformations in accordance with ASTM A-305. Welding of reinforcing bars is prohibited. This installation was designed to be installed at the address shown below and should not be used at other locations unless. deemed suitable by a competent Professional Engineer. 2) 5" X5" 3/8" THK STEEL GUSSET 3" X6"X 1 /4" THK. STEEL TUBE SIGN CABINET AND CONNECTIONS DESIGN BY OTHERS ELECTRICAL DESIGN BY OTHERS 3" X6"X 1 /4" THK. STEEL TUBE 1"DIAX24" ANCHOR BOLTS' BRICK PLANTER BY OTHERS d T SEE REBAR SCHEDULE P'•' tl . d I-4'-0" REBAR SCHEDULE DO NOT WELD REBAR SPREAD FOUNDATION 3" MIN. COVER PLACEMENT SIZE SPACING QUANTITY LONG BOTTOM STEEL 3 14" 11 LONG TOP STEEL 3 14" 11 TOP CROSS STEEL 3 14" 4 - BOTTOM CROSS STEEL 3 14" 4 nCTAII A NOTE: All designs and plans Indicated on this drawing are the sole property of IMAD N. KASHIF, P.E., created specifically for the noted protect Use of these designs or plans far any purpose other than the Intended application shall be prohibited without the written consent of IMAD N. KASHIF, P.E. Disclosure of any of the Information enclosed within, without consent of owner, is a violation of intellectual property and shall not be tolerated. 1"DIAX24" ANCHOR BOLTS 3" X6"X 1 /4" THK. STEEL TUBE 16" X16" X1" THK STEEL PLATE HIGH STRENGHT, NON —SHRINK GROUT Client Reference Number. TOY09209 INSTALLATION ADDRESS: DAVID MAUS TOYOTA 1160 RINEHART RD. SANFORD, FL 32771 CLIENT: THE INSITE GROUP 7675 OAK RIDGE HIGHWAY KNOXVILLE, TN 37931 IMAM N. KASHIF, P.E. 9051 Executive Park Drive Suite 200 • Knoxville, Tennessee . 37923 865)539-4001 • fox:(865)539-0851 1 JBL DATE: 3 12/22/05 0730 CUSTOM M108 MONUMENT B101430 ILI OVER 3" X6"X 1/4" THK. 1" DIA X 24" TURN/ STEEL TUBE ANCHOR BOLTS GRADE 4' 13'-0" A . ,. A 6x6-W4xW4 ° WWF 4. 4 • 4. •° r' 6) #4 BARS ON A 27" PATTERN ' CO WITH (4) #3 STIRRUPS a ON 6" CENTERS FOR • ,, y.. TOP 18" AND 18" CENTERS THEREAFTER. :. ., `.. 3" MIN COVER. ° r 4 DO NOT WELD REBAR. 3'-O" DIA.—I --3'-O" DIA. 1.6 CU. YD. OPTIONAL CAISSON FOUNDATION CONC. REQ'D. SECTION A -A 1" DIA X 24" J —U UTA, 1'-4" 6x6-W4xW4 WWF 3" TYP. SPLICE HOOK 1" THK. A36 BASE PLATE 3/16" TYP. PARTICULAR CARE SHALL BE TAKEN TO PROVIDE SUFFICIENT PREHEAT OF THE THICKER ELEMENT FOR THE SOUNDNESS 3" X6"X 1 /4" THK. OF THE WELD. OTHERWISE, USE STEEL TUBE 5/16" MIN. WELD. 1 1 /4" DIA. HOLES FOR 1 DIA. ANCHOR BOLTS 2" ELECTRICAL HOLE BASE PLATE DETAIL 1" DIA. HEAVY HEX NUTS WASHER FOR 1 "DIA. ANCHOR BOLT 1" DIA. A36 ANCHOR BOLT 1" DIA. HEAVY HEX NUT ANCHOR BOLT DETAIL Cllenf Reference Number. TOY09209 NOTE: All designs and plans Indicated an this drawing are the INSTALLATION ADDRESS: sole property of IMAD N. KASHIF, P.E., created specifically for the DAVID MAUS TOYOTAnotedproject: Use of these designs or plans far any purpose the written cotherthanhnsentnofdlMADIicationN. KSHIFa11be P.E. prohibited sureofaout nyof 1160 RINEHART RD. tha Information enclosed within, without cnsent of owner, is a SANFORD FL 32771 violation ofIntellectualpropertyand *hall not be tolerated. , CLIENT: THE INSITE GROUP 7675 OAK RIDGE HIGHWAY KNOXVILLE, TN 37931 i I1V AD N. KASHIF, P.E. 9051 Executive Park Drive Suite 200 • Knoxville, Tennessee - 37923 865)539- 4001 • fax:(865)539-0851 SHT. BY: Project Number. 2 JBL 05-0730 OF DATE: Drawing Number. 3 12/ 22/05 B101430 BOTTOM STEEL AREA REO D PER FT OF WIDTH 0.02 5 iTOP STEEL AREA REO'D PER FT OF WIDTH i 0.015 LONG BOTTOM STEEL i .......... REBAR SIZ 3.000 WEIGHT PER FT i 0 376 E SPACING ; 14 000 m AREA PER BAR 0110 77_ n' BOTTOM STEEL AREA REQ'D PER FT OF WIDTH 0 025 FTAREAPER 009 3 j EST NO. REQ'D 11.1 ,. 43 NUMBER REQ'D 11.000 LENGTH j 3 500 ft WEIGHT i 14 476 E EDGE .. _. 8.000 3 LONG TOP STEEL REBAR SIZE WEIGHT PER PT 3 000 0.376 j SPACING 14000 in { AREA PER BAR 0110 in TOP STEEL AREA REQ'D PER FT OF WIDTH 0.015 AREA PER Fri 0.09i EST NO. REQ'D 11.143 NUMBER REQ'D 11 000 LENGTH w,..„ 3.500 ° ft WFJGHi 14.476 i EDGE 8 000 E CROSS STEEL REBAR SIZE 3.000 WEIGHT PER FT 0.376 i SPACING 14 000 m LENGTH 12.500 ft 7 EST NO. REQ'D 3.429 NUMBER REQ'D 4.000 !E I EDGE i .... 3.000 j in WEIGHT 37 600 I T;OTAL GHT f 66.552 FOUNDATION WIDTH i, _ _...... 13.000 ft FOUNDATION LENGTH i 4,000 ft CAISSON i MOMENT 12295I FT -KIP FORCE 2.552 ! KIP REFERENCE UBC 1806 & TABLE 18-1-A < IASSUMESOIL CLASS tk SW,SP,SM,SC,GM&GC 1 LATERAL BEARING PRESSURE PSF/FT OF DEPTH 150.0 j S1 625.6 DEPTH 6 2 0 DIA METER 3.000 4.818 I 3.185 CALCULATED DEPTH 5,981 MINIMUM THICKNESS WITHOUT REINFORCEMENT 24 122 E ACTUAL DIAMETER E: .._ .. ...... ..............................._...... 36.000 j CONCRETE 1 636 EXCAVATION 1.636