Loading...
HomeMy WebLinkAbout1265 Upsala Rd (6)CITY OF SANFORD PERMIT APPLICATION RECEIVED D Application # : ®%'' 7� p� Submittal Date: iy�% [i, 5 %nm Job Address:zi►�r�--L+sP 1 ` i - 5 3 1 d��C• L.1 pcti ([ I�'3 Value of Work: $ 12,15 Parcel ID: 7_$' 1k- 30 " Tb b -ocoa -- Owl C, Zoning: Historic District: Description of Work: Z -0—u Ckcav►h•e,� teAf�+i CJA 51�K'%, tom! U Square Footage: ZN.`I ( X 2- -g1.93 Permit Type: Building ❑ Electrical ❑ Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign X Electrical: New Service - # of AMPS Addition/Alteration ❑ 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 Plumbing/New Residential: # of Water Closets Occupancy Type: Residential ❑ Commercial Industrial ❑ # of Gas Lines Plumbing Repair - Residential ❑ Commercial ❑ Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA ((FEMAfform required) ..................................................................:••-................... ..C... Fd« Property Owner: Ldcure6t+4e P4-nev,5 LA Contractor: 5,etw5 Gr'L."-S� � ' Address: 405-1 W. S2 t46 Address: 2153 Alr)_PAt4.y► W. 5a*%6e4 FL ?2.'771 Me 160.V -K FL 32-935- Phone:Lloi 3Z) 5-811 E-mail: Phone:3Z175'% 83$0State License Number: F -S ©00o30'_ Bonding Company: RA- Mortgage Lender: /V*' Address: Address: � 11 -- Architect/Engineer: Nittdal %✓�I L•e. Phone: 365' 511 09?9 Address: 29c% W+ Afef'SS 4 ✓lie,. %2c� II Vi (4 %N Fax: S'6 S- 5 8 `l SLl3 Plan Review Contact Person: Phone: Fax: E-mail: Application is hereby made to obtain a permit to do the work and installations as indicated. I 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 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 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. Acceptance of permit is verification that I will notify the owner of the property of the requireWn;;ridaLien L 77 6-7 Signature of Owner/Agent Datei ture of Contracto entvl<Date Print Owner/Agent's Name Print Contractor/Agent's Name ^ / Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID 4,71 i APPROVALS: ZONING: l UT FD: Special Conditions: Rev 02/2007 Signature of Notary -St' e of X o -r a MARIA MafeANTIAGU �10'� aY Pu���; Notary Public - State of Florida * • _�,�pFSep21,2007 �* `o`,= Commission # DD215056 �iP OF F��P �� �tyd� By National Notary Assn. �hnuq Contractor/Agent is 'Pers na to to Me.;- ��� Produced ID ENG: BLDG: 0-k- a(9 4 . 5TORg� 3.f a All AY February 26, 2007 Mr. Timm,Godby Fastsigns 885 S.R. 436 Casselberry, FL 32707 RE: Seminole Business Centre I Unit A-1 Dear Tim: Please accept this letter as the owner's authorization for signage permitting approval relating to the above referenced property. If you or a permitting official has any questions regarding your authority in this matter, or if additional information is needed, feel free to have them call me or Gary Cardamone at 407-330-4091. Sincerely, /Gregory A. Boyd EVP Corporate Office: 4051 West S.R. 46, Sanford 32771 Sanford: 407-321-5811 • Fax: 407-302-9956 www.usastoraway.com Mar 19 07 01:47p Lance Kotowski 1.46 PM 41 '17 e ttal 3217578381 p.1 Lanko Signs & Graphics, Inc. 2753 Algonquin Dr. Melbourne, FL 32935 Phone: 321-757-9390 Fax: 321-757-8391 E-mail: Lankosigns@bellsouth.net y. tltl Lam. ... ,.. . ,�,'�:. .. ,..� .... Y,... ... ...a.. � ...... To: Larry Robertson Fax: 407-330-5679 From: Lance Kotowski Date; 3/19/2007 Re: Fast Signs Permit request Pages: 1 CC: ❑ 4gent .0 For Reviev4 ❑ Pleage Comment . ❑ Please.Repty Pjease Recydr, Larry, Regarding the memorandum faxed to me today; The address is for Fast Signs is 1265 Upsala Rd Suite #1133. Also, if we can have only one sign we would like to use the sign facing Upsala Rd., which would be the west elevation. Please call me with questions. Thank You, Lance Kotowski AYI 13'0" - Date: 02/13/07 File No. 2665 Sheet No. 1 T- Job Name: 23" ME FA FastSigns I Job Address: 1265 Upsala Rd Sanford Jurisdiction: Sales Person: Lance PAN CHANNEL LETTERS ON A RACEWAY. Drawn By: FABRICATED .063"ALUMINUM BACKS W/.040" ALUMINUM RETURNS. TFA� Scale: FACES ARE TO BE 1/8" ACRYLIC WITH 1"JEWELITETRIMCAPRETAINERS. W Customer Approval: 33'0" ILLUMINATED BY STANDARD 30MA NEON. __' TRANSFORMERS REMOTE IN RACEWAY, PRIMARY WIRING THROUGH WALL PROVIDED BY OTHERS. - ❑ Approved ❑ Approved RACEWAY IS TO BE FABRICATED .063"ALUMINUM, COLOR TO MATCH BUILDING AS CLOSE AS POSSIBLE. ❑ Disapproved: Allowable Sign Area: 1.5 x 4O = 60 sgft ' { 1.5x50=75sgft- Proposed Sign Area: Ew �" - SMEETMETALENCLOSUR �+ � A F o SHEET METAL ENCNUOUB R� # WITHSHEETMETALCOVER. v F WEST ELEVATION 24.91 5 ft x 2 L 49.83 s f[ sqft Requirements: 6• e• Underwriters �� STIEDNECTIOX TO SIGN. RV ACRYLIC PACES WITH CONNECTION TO SIGN. Laboratories W0 TRIM CAP SCREWED TO A SIGN CAN. \ 2 3" Tall x 13' Wide Letterset LABELED Notes: LISTED FLEX (METAL SHOWN) PRIMARY -- �- ELECTRICAL SOURCE NEC 600-5 (PROVIDED BY OTHERS) TUBE SUPPORT j _- 33,0„ LISTED DISCONNECT SWITCH IN PRIMARY TO BE NEON TUBE -- WITHIN SITE (60' MAX) OF SIGN. I LISTED INSULATING SEAL PENETRATIONS BOOTS OR END CAPS, WITH CLEAR SILICONE. - 'i LIBTED GFI � . TMNSFORMER . A6 REQUIRED. DRAIN HOLES '.. ' (FOR DAMP OR WET LOCATIONS) MOUNTING TO BE M" LAGS IMBEDDED S' DEEP ' MIN 2 PER SIGN CAN. -- LANKO NORTH ELEVATION 50'0" STATE CERTIFIED ESd000906 LANKO SIGNS & GRAPHICS IS NOT RESPONSIBLE FOR PRIMARY ELECTRICAL HOOKUP. MANUFACTURING & INSTALLATION IS TO MEET OR EXCEED REQUIREMENTS OF THE NATIONAL ELECTRICAL CODEAND LOCAL ELECTRIC CODES. 1712 Bunch. Street Nelboume. FL 32M Phone; 321.757.3380 Fax 321.757 381 lu,c Dusmess t—entre Une & l'wo Office & Warehouse Condos For Sale Page 1 of 1 Powered by www.mindmatrix.net www.NEbWplans.com Copyright Mind Matrix, Inc. 2007 Legal/Trademarks http://Www.niindmatrix.net/kliowlet/knowlet.cfm?action=printimage&k iowletID=4531 &imageID... 2/10/2007 Comm# 07053.05 All. Pullout Wind Speed 1/4" Toggle Botts 1/4" Lag Bolls 1/4" Lag Bolls w/ Shields 1/4" Thru Wall Bolts 110 MPH Wind Speed 110 MPH Importance :In 1.00 Exposure 5 C Sign Weight 5.00 psf Wind Load Calculations (per ASCE 7-02) ;:'•i;i In Job Name: Fast Signs Location: Sanford, FL Date:H2/14/07Designer 2004 Florida State Building Code Approved by: Letters on Raceway Width Height Area GCp 1 13381 1.67 22.29 -1.385 2 0.00 0.001 0.00 -1.400 Distance Above Grade 0.0 001 0.00 -1.400 21.67 22.29 Input Parameters Wall Type All. Pullout All. Shear Min Bolt Embed. Min. Wood Thkness 1/4" Toggle Botts 1/4" Lag Bolls 1/4" Lag Bolls w/ Shields 1/4" Thru Wall Bolts Dimensions 200 200 - - 1501 130 3" 3" H 20 :In 250 - - A 5 ut r—IIII B 8 ;:'•i;i In In D 10 ...:.:In E 0.9775 e1 H Raceway Length 13 !4'<�: ft # of Fastener Pairs 5 Total # of Fasteners 10 Wind pressure 348497538 ;. : pat Weigh of sign 5 psf Weight of raceway 5 _ ..:i pelf Wind force F 301.19 Ib Pullout force at too fasteners T1 378.04 Ib Pullout force at bottom fastener T2 -76.85 Ib Puil-out force F- fastener T 75.61 Ib Shear/fastener V 15.17 Ib PSF 24.75 23.70 23.70 F 0.000 0.00 0.000 0.00 -754.12 111.46 A is Fastener Wall Type All. Pullout All. Shear Min Bolt Embed. Min. Wood Thkness 1/4" Toggle Botts 1/4" Lag Bolls 1/4" Lag Bolls w/ Shields 1/4" Thru Wall Bolts Mas, Wood, Metal Wood Masonry Masonry, Wood, Metal 200 200 - - 1501 130 3" 3" 1251 200 5" - 2501 250 - - Fastener Wall Type All Pullout All Shear Min Bolt Embed. Min. Wood Thkness 3/8" Toggle Botts 3/8" Lag Botts 3/8" Lag Bolls w/ Shields 3i8" Thru Wall Bolts Mas, Wood, Metal Wood Masonry Masonry, Wood, Metal 250 250 - 190 200 3" 3" 250 2501 5" - 300 300 - - Fastener Wall Type All. Pullout I All. Shear IMin Bolt Embed. #12 Tek Screws #10 Tek Screws Sheet Metal Sheet Metal 50 75 - 391 66 - Sign Specifications Concrete, 250OPSI @ 28 days Refer to Sign Company's drawing(s) for more details All designs , detailing, fabrication and construction shall conform to: 2004 Florida State Building Code ACI 301-89 AISC American Welding Society Local Building Codes 8 Ordinances Concrete: 3000PSI @ 28 days Steel Pipe: ASTM A53 Grade B Steel Tube: ASTM A500 Grade B Anchor Botts: A307 Connection Bolls: A325 Steel Angles,Channels, Structural Shapes and Plates ASTM A36 Welding Electrodes E70XX Welders shall be certified for type of welding. This Engineer does not warrant the accuracy of dimensions furnished by others. AII exposed steel shall be painted with an enamel paint to inhibit corrosion. The contractor (Installer) is responsible for the means 8 methods of construction in regards to jobsite safety. This design is for the indicated address only, and should not be used at other locations without written permission of the engineer Design of details and structural members not shown, by others. installed fasteners must meet or exceed the values shown in list above. C Ike ofspw ovko hael Brady, Inc. Edward Jett, P.E. I N. Weisgarber Rd. )xville, Tennessee 37919 I-584-0999 p. Lic. # - F02000002650 jineer Lic. # - 62623 DRAWN BY D.J.B. LETTER BY OTHERS 13'-4 1/2 " Structural plan review is limited to a general survey for code compliance. No review is implied nor was taken to verify structural adequacy ---* ............ Code violations found during inspection RECOMMENDED LOCATIONS FOR are required to be corrected. FASTENERS - SEE CHART FOR SIZE Plan/permit issuance does not grant AND TYPE (10 REQ'D) approval of a code violation. 2004 FBC109.1 FASTENERS - SEE CHART FOR TYPE AND SIZE. MASHER AND DOUBLE NUT OR CRIMP THREADS BOTH ENDS (TYP) WOOD BLOGKIN6 BY INSTALLER WALL Y BY OTHERS EXAMPLE THRU-BOLT INSTALLATION FASTENER CHART (STAINLESS STEEL) FASTENER TYPE TYPE OF NALL 3/8" BOLTS THRU HALL MASONRY, HOOD, METAL 3/8" LAGS W/ SHIELDS MASONRY ONLY 3/8" LAG BOLTS WOOD ONLY 3/8" EXPANSION BOLTS SOLID MASONRY ONLY KNOXVILLE OFFICE [D 299 WEISGARBER RD. KNOXVILLE, TENNESSEE 37919 PHONE 865-584-0999 FAX 865-584-5213 MICHAEL BRADY, 3/8" LAG BOLTS W/5HIELD OR 3/8" EXPAN51ON BOLT .WALL 516NS ATTACHED TO EXTERIOR WALLS OF SOLID MASONRY OR CONCRETE, SHALL BE 5AFELY AND SECURELY ATTACHED BY MEANS OF METAL ANCHORS, BOLTS OR EXPANSION BOLTS OF NOT LE56 THAN %* DIAMETER AND SHALL BE EMIR DED AT LEAST 5 INCHES. WOOD BLOCKS SHALL NOT SE USED FOR ANCHORAGE, EXCEPT IN THE CASE OF WALL 516NS ATTkC M TO BUILDINGS WITH WALLS OF WOOD. A WALL SIGN SHALL NOT SE SUPPORTED BY ANCHORAGE 5EGURED TO AN UNBRACED PARAPET WALL. LA6 BOLT ANCkKN?AGE INTO WOOD 3" MIN. EMBEDN . FLA. OFFICE PROJECT: INC. Sanford, FL 100 COLONIAL CENTER PKIn *SIGN ENGINEERING *CIVIL 1A SUITE 230 MARY. FL 32748-4770 DRAWING TITLE: *STRUCTURAL *ARCHITECTURAL a s t 5 i g n s PHONE 407-585-0330 *MECHANICAL *ELECTRICAL FAX 407-585-0338 3/8" LAG BOLTS * CONTRACTOR - LANKO SIGNS * 2004 FLORIDA STATE 151-06. CODE L* 110 MPH N1ND SPEED NOTE: SEE SIGN DRAWINGS FOR ADDITIONAL DIMENSIONS AND DETAILS. VERIFY ALL DIMENSIONS. SIGN MUST BE ATTACHED TO OR THROUGH SOLID BLOGKING. ATTACHMENT TO SHEATHING ONLY 15 NOT ACCEPTABLE. AT E.I.F.5. INSTALLATIONS INSTALL WITH 1/2" DIA. PIPE SLEEVE. SEAL ALL PENETRATIONS. PLANS REVIEWED CITY OF SANFORD EXAMPLES VARIOUS FASTENERS AND WALL TYPES COMM. NO. DATE: 0-7055.05 12/14/0-7 CORP. LIC. # F02000002650 BUS. LIC. # AA26000828 ENG. C.O.A. # 25914 INT. DESIGN C.O.A. # 28000885 HERMIT #. i DRAWING NO. �A'�OZ DWG. M. EDWARD -ETT, P.E. LIG # 62623