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Home My WebLink AboutSUBMITTED PAPERS`l .,L. :..'� . Srm•�--�3+�a's?.`i`bkr�gs.�'m'�: h1v'�u. -1113"' Is, SECTION O� TOWNSHIP 3E]� RANGE / off y MAP NO. ZONING ,� /" LAND USE C rin LOT CVG % TAZ NO. FLOOD ZONE FIRM MAP # IsT FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC LOT OF REC (after LOT SPLIT LOT SPLIT before 1/90) 1/90 REQUIRED APPROVED ;F� �,:. - NWINEa - u � ADMINST LIBRARY PARKS PERMIT VARIANCE IMPACTFEE IMPACTFEE FEE REPORT gip, PUBLIC BLD HABITABLE RADON FEE ODE (� IMPACTFEE AREA (RADON) SCHOOL GROSSROAD CREDIT Y -TOTAL ROAD IMPACTFEE IMPACTFEE IMPACTFEE DUE SCHOOL CREDIT Y " -, -._ X �_,.�. O'. TOTAL IMPACTFEE ,_..ems M MISC FEE SCHOOL IMPACTFEE POLICE FEE FIRE FEE TOTAL POLICENIRE MISC FEES ADDITIONAL Y N SPECIFY TOTAL PERMITS of ALL REQUIRED FEES By ek. REVIEWS ZONING ZONING PLANS MISC. VEGETATION SEA TURTLE MANGROVE _ REVIEWED BY EXAMING DATE I 110113160 . COMPLETE , INITIALS I ME KAYL01), DATA FILED: PLAN REVIEW FEE: RECEIPT NO.: CONCURRENCYFEE: RECEIPT NO.: PERMIT NUMBER: l.J (06 Q �� CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED c0 � < St. Lucie County Building and Zoning SCANNED . 2300 Virginia Avenue BY fin •F< R�My �/ ll Ft. Pierce, FL 34982-5652 St. Lucie County X I �J , /� .. LA . I )-462-1553 ^JaC APPLICATION for BUILDING PERMIT r CERTIFICATE of CAPACITY/ZONING COMPLIANCE USA 4�9 "6,58 v a n �I —PROJECT INFORMATION 1. LOCATION/SITE ADDRE SS V 04 US 2. S/D NAME: SITE PLA/NNAME:CLGoC� 3. PROPERTY TAX ID #: 34-03 ^ 4. LEGAL DESCRIPTION (attach extra sheets if necessary): 3/—�3G - �f 7 ,,� / ��qs2P0 P�co��S wz�_ 2S ($,a �a 1t 5. PLAT 6. PAGE 7. BLOCK 8. LOT BOOK�� NO. ((11�4 NO. NO. 9. PARCEL SIZE: ACRES/SQ FT. oQ , 9_4 LOT DIMENSIONS (I Q 10. DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: (i Cl \l C(� (ri C1 C2'i 11. SETBACKS (ACTUAL) FRONT: W BACK: RIGHT: LEFT: N_� SIDE �f SIDE 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [ ] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION [ ] RESIDENTIAL t��,[,, COMMERCIAL [ ] INDUSTRIAL [ 4- OTHER (SPECIFY) ` 0_QA CA_.C¢_ Co ryLL S 1 C 1 Ck �_ 13. DESCRIPTION OF PROPOSED USE: ' /� I 14. Sq. Ft./CONSTRUCTION: "1 9�q6 15. Sq. Ft. 1st Floor: nn�_ 16. VALUE OF CONSTRUCTION: $ oC� D 2 O , D The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 0 OWNER INFORMATION NAME ADDR CITY: PHONE (DAYTIME): C_—)_ email: Z IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: PHONE (DAYTIME): (___) STATE: ZIP V CONTRACTOR INFORMATION nn ST. of FL REG./CERT #: ?F4; 1000OO l 70 ST. LUCIE COUNTY CERT #: BUSINESS NAME: ft T — QUALIFIERS NAME: CITY: _h (T V NN PHONE (DAYTIME): CITY: 111a CAn EsN ` PHONE (DAYTIME): (4$) -48f 222 BONDING COMPANY ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: f — STATE: ZIP FAX NO. rS 2f email: STATE: C 9 A _ ZIP STATE: STATE: ZIP ZIP 31 D-H IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. CF,RTI'FICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. 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 the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: 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 TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 1 / V OWNER/CONTRACTOR SIGNATURE CONTRACTOR SIGNATURE STATE OF FLORA n COUNTY OF I'j(i D 9 C4 l (J The foregoing instrhmnent as cknowledged before me this day o 200 by o is personally knowh to me or who has pr du F p h as identification. �ab Aul Signature of Notary STATE OF FLORIDA (� COUNTY OF P IR 2LhQ C �X The foregoing ins ent w a owled ed before me this aY of OIZYD wh s personally own to me or Who haA produc as identification. �OAJ Signature of Notary Type or Print Nam KA1fE HARI Type or Print Name of No o"PY �0 �t jy Public - State of Florida Lawn Commission No.iJfyF�:cesFebl9 2009 Commission Commission # DD 366641 °fli,, BondedNOTE: TWO (2) H SIGNATURE MUST BE THIS BUILING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION. For specific instructions see appropriate permit checklist. Property Appraiser - kLucie C( y, FL Page 1 of 1 Forjencas Enterprises Inc Record: 1 of 1 Property Identification Site Address: 5045 S US HWY 1 Sec/Town/Range: 03 :36S :40E Map ID: 34103S Zoning: CG-CO Ownership and Mailing Owner Forjencas Enterprises Inc Address: 5045 US Hwy i Fort Pierce FL 34982-3564 Sales Information Date Price Code 6/7/2004 1009200 31 11/1/1987 0 01 6/1/1986 0 01 SSPNYS Go e kow St UU6\e PROPERTY RECORD CARD <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print ParcellD: Account #: 3403-311-0004-000-9 38757 pCIFg Land Use: STOR-1STR CilylCnty: ST. LUCIE COUNTY a,= . Legal Description 3 36 40 FROM CENTER OF SEC 3 RUNS 315.75 FT FOR POB, TH CONT S 364.25 FT, TH W 331 FT, TH N 351.41 F More... Assessment TRIM Deed Book/Page 2006 Val: 1139900 WD 1985/1448 Assessed: 1139900 CV 0564 / 1293 Ag.CrediC 0 CV 0504 / 1892 Exempt: 0 Taxable: 1139900 TotalTax: 22821.02 BUILDING INFORMATION Total Land and Building Land Value: 634200 Acres: 2.24 Building Value: 505700 Finished Area: 16924 SgFt Exterior Features View: - RoofCover: TG -Tar & Gravel RoofStruct: BR - BarJst/Rigid ExlType: BBOX - DEPT/SMRKT YearSIt: 1988 Frame: SFHI - Grade: Y_C+- Commer C+ EftYrBIC 1988 PrimeWall: BS - CB Stucco StoryHghC 0010-1 Story No.Unitsi SecWall: - Interior Features Bed Rooms: 0 Electric: MX- MAXIMUM PrmintWall: DW-Drywall FullBath. HeatType: FHA - FrcdHotAir AvgHt/FI: STD t/2Bath: HeatFuel: ELEC- Electric Prm.Flors: CU- Carpet %A/C: 100 %Heated: 100 %Sprinkled_ 100 Special Features and Yard Items Land Information Type Y/S Oty. Units QuaL Cond.. YrBIL No. Land Use Type Measure CNC2 - CONCRETE LOW Y 1 20000 AV AV 1979 1 1100-STOR-ISTR 320 -Sq Feet 97574 LGT2 - DOUBLE LIGHT Y 1 3 AV AV 1979 CURB - CEMENT CURB Y 1 204 AV AV 1988 Depth THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.pasle.org/pre.asp?prclid=340331100040009 9/27/2006 ?� t , _ Page 1 of 1 Full Legal Description 3 36 40 FROM CENTER OF SEC 3 RUNS 315.75 FT FOR POB, TH CONT S 354.25 FT, TH W 331 FT, TH N 351.41 FT, TH E 330.99 FT TO FOB - LESS US 1 AND LESS THAT PART FOR RD R/W MPDAF: FROM NW COR OF SW 1/4 OF SEC RUN N 89 52 47 E ALG N LI OF SW 1/4 2621.64 FT, TH S 00 20 17 E 316.03 FT, TH S 89 39 43 W 20 FT TO W LY RD R/W LI OF US1 AND POB: TH S 00 20 17 E 353.89 FT, TH S 89 52 47 W 15.02 FT, TH N 01 20 17 W 111.50 FT, TH N 89 39 43 E 7 FT, TH N 00 20 17 W 182.91 FT, TH N 89 23 17 E 5 FT, TH N 00 20 17 W 59.40 FT, THN 89 23 17 E 6 FT TO POB- (2.24 AC) (OR 1985-1448) http://www.pasle.org/legal.asp 9/18/2006 T D S CONSTRUCTION, `NC. NATIONAL GENERAL CONTRACTORS cc CA xec7a FACSIMILE TRANSMITTAL SHEET TO: FROM: nannA arvnRA JOEL BABITZKE _ COMPANY: DATE: BADCOCK HOME FURNITURE & MORE SEPTEMBER 12, 2006 FAX NUMBER: NO.OF PAGES INCLUDING COVER: (772) 465-9750 03 PHONE NUMBER: SENDER'S REFERENCE NUMBER (712)465-9449 06-620 RE: YOUR REFERENCE NUMBER BADCOCK HOME FURNITURE CENTER — FORT PIERCE, FL ❑ URGENT® FOR REVIEW ❑ AS REQUESTED ❑PLEASE REPLY MS. STROSS: PLEASE SEE ATTACHED REQUEST FROM SIGN INSTALLATION COMPANY FOR LETTER FROM YOU OR YOUR AGENT ON YOUR RESPECTIVE LETTERHEAD, NOTARIZED AND ORIGINAL FURNISHED TO CONTRACTOR IN ORDER FOR THEM TO APPLY FOR A PERMIT. PLEASE FAX COPY OF LETTER TO TDS CONSTRUCTION FOR OUR RECORDS. IF YOU HAVE ANY QUESTIONS, PLEASE FEEL FREE TO CALL. THANK YOU, SCANNED BY PHYLLIS MINER St. Lucie County PROJECT MANAGER ASSISTANT 4239 63R941 796-6 REET OO 0 FAX 941 795 67L 34209 01 J u o� Fj Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-2522 http:llsti ucieco.govice Date: 17 October 2006 Job Address: 5045 U S I Received By: bushs Paid With: CK Paid By: ART-KRAFI' DESIGNS SCANNED BY St. Lucie County Building Receipt Sign: Receipt 0000046447 'ermit Number. SLC- 0609-0516 Amount: $152.00 7redit Card Number: Check Number: 34829 OCT-03-2006 12r33 PLASKOLITE xni-i%Mrl ciwN 1u,, irqu, Ifl 002 297 7287 P.01/01 -44 : DURW jKs Impact Modified Acrylic flat Sheet PROPWIf M M Umm 30%1 50%1 70%1 100%1 Opucal Light Transmittance D•1003 % 92 92 92 90 90 Percent Haze -10 D03 % Z 2 Z 43 c3 Mechanlal imd Impact Strength ft.@s /In, 0.4 Ob 0.7 0.9 I.1 Tensile modulus of Flasd ty -638 P51490,DD0 376.000 340,000 304,00D 250,000 Tensile Strength®Yteld•085111.030 !*211 9,000 8,000 7,100 5,G00 Flexural Strength®Yield-790 PSI 17,000 13,690 12.000 10,610 9,300 Itpdmren Hardn - 5 95 78 GS 59 46 DenecGonTenperature(264pei) P-648 Of 203 198 194 19D 185 Coefficient of Thermal Eyparislon D•696 In j(tn: "F) 3.0 x 10" .5 x 103 4 x f 0 r ,5 x IO r 5 x IDi Selflgnition Temperature D-1929 Of R33 >850 >850 >850 >850 Bym- Mte D•635 iniarl, 1.019 0.85 1,L5 1.53 f.97 Smoke O=rM ka,,g D-2843 % 3.4 5.20 8,50 11.5 16.5 Density 5� c Gra ID I r 1.19 I 1.18 1.17 I 1.16 1.15 Moisture Water Absorption b-570 %vrt, gain 0.4 0.3 0.3 03 0.3 Dimensional Mol 5hdnka a D•955 mils. at, z •6 3-6 3.6 3-6 3.6 SCANNED BY These values are not intended for specification. St. LUC@ County Duraplex/Polycarbonate Feature Duraplex Comparison Vd1P;1ycarbanate Weatherability Umllentweatherablity with no impact reduction Yellows when exposed to sunlight, lessens impact strength alter exposure Forming Better melt strersth Low melt strength Forming Temperature Wide range (275°F-375°F) Distinct forming temperature Optical Clarity Very dear less clear, hazy, shows distortion Cost 40%less than polymb0nate Expensive PLASKOLITE, INC. Run -to -Size Available P.O.13ox 1497 • Columbus, Otuo 43216 614/294-32bl • FAX 877/53"754 Emallc plaskolIv;Qplaslcollte.com www.plaskolitexom wPrlrnted in t, S,Aotollre. Inc. 5 I l 1--800-848-9124 TOTRL P.01 ♦uiioiuu mule uu:uo me JZ1 aol Z400 AKI'—KRAFY SIGN CO., INC. Z 000 phys6c�� Mechanical — --T ne stteStrengm Elongation, Rupture wAm.dus 01 Elastic! Impact A 4.5% 0 psi (� M )ppsl(117MF ,n no f3300 M 60 Hertz 3.3 100o Hertz 2.6 1000000 Hertz Dissipation Factor p 150 0.06 60 Hertz 0,04 1000 Hertz 0.02 24 hrs 73"F None Odor-- TastO „> c It is recommerldod that temperatures not exceed 160°F NOYES:'(wryp'cW values; should not be used for speciticaUon purposes. t) for continuous service, or 190,E for short Intermiheht use- (b) Values shown are for 0.250" ih,clomss. Some values will change with thickness or pigmentation. i 6 �.., �... ..,. --- I-- — ...... —, c.vv mr—,u,nr• aimv w.. ♦ivy. k/J UU4 The table below gives an Indication of the chemical resistance of ACRYLITE FF sheet The code used to describe chemical resistance is as follows: R = Resistant ACRYLITE FF sheet withstands this substance for long pedods and at temperatures up to 120"F (49"C). LR c Limited Resistance ACRYLITE FF sheet only resists the action of this substances for short periods at room temperatures. The resistance for a particular application must be -. determined. N = Not Resistant ACRYLITE FF sheet is not resistant to this substance. It is either swelled, attacked, dissolved or damaged in some manner. Plastic materials can be attacked by chemicals in ��Irgggrv.Ar. ye.i. � r y0, several ways. The methods of fabrication and/or conditions of exposure of ACRYLITE FF sheet, as well as the manner in which the chemicals are applied, can influence the final results even for'R" coded chemicals. Some of these factors are listed below. Fabrication — Stress generated while sawing, sanding, machining, drilling, and/or forming. Exposure — Length of exposure, stresses induced during the life of the product due to vadous loads, changes in temperatures, etc. Application of Chemicals — by contact, rubbing, wiping, spraying, etc. The table should therefore be used as only a general guide and, in case of doubt, it should be supplemented by tests made under actual working conditions. Ill/10/VD MVIN uu;uo rA JAL 1101 A900 AKI—MAr-1slln UU., INU, L0005 Important Notices The iMmmatmn and stetemsnts hicein are believed to bo nobble but are not 10 be mnsoued as a warranty or rspmsentnlon for which CYRO assumes legal responsibility. Ussra should undertake surficiem w rificatl0n and teming to determine the suitability fortheir awn particular purpose ui any information or products retested to herein. NO WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE IS MADE. Nothing herein is in he taken as per nissien, induco,nenl or recomm isdalbn to practice any patented Invention without a ficanso. For the name of a local Authorized Distributor visit www.cyro.com, call 800-631-5384 in the U.S. or 800-268.4743 in Canada, or contact the nearest CYRO sales office: Sales Offices: Canada Headquarters: Eastern Region . Mississauga, Ontario Canada 100 Enterprise Drive Rockaway, NJ 07866 6285 Northam Drive PO Box 5055 100 Enterprise Drive Suite 100 Rockaway, NJ 07066 PO Box 5055 L4V 1X5 973-442-6000 973-442-6130 905-677-1388 800-268-4743 Technical Centers: South Central Region 25 Executive Blvd. Plano, TX 75074 International Sales PO Box 550 101 East Park Blvd. Rockaway, NJ 07856 Orange, CT 06477 Suite 1039 100 Enterprise Drive 203.795.6081 972-424-6830 PO Box 5055 (FAX) 973-442-6083 6285 Northam Drive Western Region Suite 100 San Ramon, CA 94583 Mississauga, Ontario 3180 Crow Canyon Place L4V 1X5 Suite 240 905.677-1388 925-866-9300 800-268-4743 �i Vistt the TechKnowlogy Center at www.cyro.com. a Visitors have immediate access to frequently asked questions, technical information, fabrication tips, physical properties, and hundreds of other facts C,,,K about acrylics from North America's leading acrylic &16�iE sheet manufacturer. www.cyro.com CYRO Industries, Rockaway, New Jersey 07866 02001 cmo ma:rov 94 Ni Rghts Reserved. PRala l' USA V-7 " 14'-1 1 /2" ^" "�NITURE RS OR ATTACHMENTS rnHE RESFO SIBILITY Of THE R OF RECORD electrical disconnect mounted to concrete block walls in 2 to 5 places per letter Anchors", 2 3/4" in length IIIIIIIIIIUIII Utll/"1 UI U111WUU111U11L _ G It" Note: precise location of fasteners to be determined by installation contractor SCq THIS SIGN CONFORMS TO THE -REQUIREMENTS OF BC 2004, Sf CuCl&107 COVO r?tl. NOTE: THIS DRAWING AND ATTACHED CALCULATIONS APPLY ONLY TOTHE SIGN INSTALLED AT THE ADDRESS SHOWN ON SHEET 2. BASIC WIND SPEED =140 MPH IMPORTANCE FACTOR =1.0 EXPOSURE = B INTERNAL PRESSURE COEFFICIENT = N/A COMPONENTAND CLADDING WIND PRESSURE = -47.2 psf �lZs%fc, THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. "Badcock" channel letters by Art Kraft Sign Co. Inc. John J. Orlando, PE 165 Old Ridge Road Macon, GA 31211 478 784 2226 Florida registration # 0044089 scale: 1/2" = 1' 0" sheet 1 of 3 job 13006 Calculations for ARTKRAFT SIGN CO., INC. " Badcock Home Furniture & More "job #13006 lighted channel letters attachment calculations To be installed at 5485 South US Highway 1, Port St. Lucie, FL Section 3107 of Florida Building Code 2004 applies: Type of sign: racewaymounted neon lighted channel letters Type of wall construction: CI Type of fasteners: 1/2" "RedHeadTrubolt Wedge Type Anchor", 2.3/4" overall lengtii, twith hot dipped, alvanizing,.. part number WS-.1228G I Wind Pressure For wall signs, raceway mounted channel letters and individually mounted channel and plate letters, use FBC 2004, section 1609.6, "Simplified Provisions for Low Rise Buildings" and treat as components and cladding Importance Factor, 1, (Table 1604.5) 1 Basic Wind Speed, 3 second gust (Figure 1609) 140 mph Exposure category (1609.4) B Effective wind area 92.9 Maximum horizontal (wall) wind load (Table 1609.6B) -47.2 psf Mean Roof Height (less than) 30 feet Height and Exposure Adjustment Coefficient (fable 1609.6D) 1 Wind load adjusted for I and Height and Exposure -47.2 psf Size fasteners on worst case wind load in horizontal direction -assumes wind load applied between wall and letters, pulling letters away from wall -assumes all of this load carried by tension in fasteners connecting letters to wall - maximum height of component to be attached - maximum width of component to be attached - projected area of each component to be attached - wind load -design limit tension load per fastener to - number of fasteners = - number of fasteners practically required due to letter shape weight of each component is approximately design limit shear load per fastener to average shear load per fastener = 3 ft 2 ft 3.0 ft^2 -142 Ibs 250 Ibs -2 4 50 Ibs at Ibs 13 Ibs sheet 2 of 3 JohnJ. Orlando 0044089 Ridge 165 Old Ridge Road 1 Macon, GA 31211 (478) 746-5669 /V� G /2��/Jc (� Calculations for ARTKRAFT SIGN CO., INC. " Bedrock Home Furniture & More "job #13006 lighted channel letters attachment calculations To be installed at 5485 South US Highway 1, Port St. Lucie, FL Building wall construction is concrete masonry unit (CMU) Use method 4 below Method 1 - Toggler brand toggle bolts - use 1/4" bolts, 300 Series Stainless Steel, catalog no. BBS - ultimate tested shear load in 518" dry wall = 324 Ibs - maximum allowable shear load = 324/4 = 81 Ibs - ultimate tested tensile load in 5/8" drywall= 306lbs - maximum allowable tensile load = 306/4 = 76 Ibs NOTE:. Design assumes that fasteners are installed according to manufacturer's instructions, using correct size drill. Method 2 - Lag botts into framing members. - -use 3/8" stainless lag bobs with at least 5" of embedment into framing members. - allowable pull out load = 438 pounds - allowable tension load = 680 pounds Method 3 - Through bolts into a blocking member. - use 318" threaded rod into a blocking member placed behind framing member. - allowable tension load = 680 pounds Method 4 - Masonry expansion anchor bolts. - use 112" "RedHead Tmbolt Wedge Type Anchor", 2 214" overall length, With hot dipped galvanizing,'part number WS-1226G - maximum allowable shear load = 4760 Ibs - maximum allowable tension load ,= 4660 Ibs - design tension load = 250 Ibs NOTE:. Design assumes that fasteners are installed according to manufacturer's Instructions, using correct size drill. NOTE: performance data from ramset-redhead web site, ICSO Evaluation report ER-1372 and SBCCI Testing and Evaluation Report No. 9570 Method 5 - 5116 x 2-1X' Tapcon WL w/ Ultra Shield part number 3396902 - depth of embedment in solid material (3362 PSI, cured 40 days) = 1-3/4" - pullout strength = 3077 Ibs - shear strength = 3603 Ibs Method 6 - Threaded rod and epoxy embedment in concrete masonry unit (CMU) wall - for a 3/8" HIT A rod anchorwith HIM HIT HY20 epoxy embedment system with 3 3/8" of embedment - maximum allowable shear load = 9301bs - maximum allowable tensile load = 775 Ibs - design tensile load = 250 Ibs (design tensile load for a 3/16" rod = (1/4)(250) = 65, use 50) NOTE:performance data from HILTI web site References: Structural Engineering Handbook, Gaylord&Gaylord editors, Fourth edition, McGraw Hill, NY 1997 ASCE 7-98 Florida Building Code 2004 Mechanics of Materials, Beer and Johnston, McGraw Hill, NY 1981 ICBO Evaluation Report No. ER-1372 SBCCI Testing and Evaluation Report No. 9750 Standard Handbook for Mechanical Engineers, T. Baumeister and L.S. Marks, editors, Seventh edition, McGraw Hill, NY 1967 John J. Orlando PE 0044089 165 Old Ridge Road Macon, GA 31211 (478) 746.5669 sheet 3 of 3 �<Zsio� FROM : SIEN HERE EUELINE 04MAND FM NO. : 3215338180 5 i12 2006 03:31PM P2 To whom It May Coat:thh SCANNED BY St. Lucie County This Sign ComPMY to SM POMits drat Pl= g-=W oh our pwam- PwPe tY 0ww(* Aq= MUST HE NOTARIZED �v��*j � QP �rrr bee o�?.d 5?/9 ` 4e e Tl�l9 18 °#el ° m ems Pe �01"n-ry�, Judith M duster �1 �fMy Commission , 8lAB 'ip ntl'o Expires March 04, 2f102008 St. Lucie County Building and Zoning Department 2300 Virginia Avenue Fort Pierce, FL 34982 772462-1553 SCANNED By St. Lucie County Design Certification'for Wind Load Compliance This Certification is to be completed by the project design architect or engineer. This Certification must be submitted with all applications for building permits involving the construction of now residence (single or multi- family), residential addition, any accessory structure requiring a building permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided that no structural walls, columns or other similar component is being effected) and certain other minor building permits. For further assistance, please contact the Building Inspection Office at 462-1553 or 462-2172. Prc7j; , Name7 75,2.4&e >• -77773 Office U60 041 Street Address SYD S I -S • / Permit Number G6l i! Occupancy Construction Type Certification Statement: I certify that, to the best of my, knowledge and belief, these plans and specifications have been designed to comply with the applicable structural portion of the Building Codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the wind loads and forces specified by current code provisions. Desien Parameters and As ymntions Used: (Please check or complete the appropriate box.) 1. Florida Building Code 2004 Edition X ASCE 7-95 I� 2. Building Design is (check one) Enclosed )AA Partially Enclosed a%* Open Building _.-L,4 3. Building Height: ^/ tz 4. Wind Speed Used in Building Design: /yo 3 second gust 5. Wind Exposure Classification (refer to exposure tables In Building Code identified in Line 91)t 6. Average Wind Velocity Pressure on Exterior Faces of Structure r 5 PSF 7. Peak Wind Velocity Pressure on Exterior Faces of Structure — Y7' Z PSF' & Importance/Use Facto�rf (obtain from Building Code): 1 e o D , 9. Loads: Floor N!/' PSF RooUdead NIA PSF Roof/live E-/W-PSF 10. Were Shear Walls Considered for Structure (check one): Yes No _(if No, attach explanation) 11. Is a Continuous Load Path Provided (check one): YeSl /R/ No (if No, attach explanation) 12. Are Component and Cladding Detail Pr vided (check one): Yes i� No !(if No, attach explanation) 13. Minimum Soil Bearing Pressure: y SF As witnessed by my seal, I hereby certify that the information included with this certification is true and correct, to the best of my knowledge and belief. Name: vo�� /-� Certification#: o� yYoB 9 (Seal Here] Design Finn: / Date: SLCCDV Form ti 020-00 rev. 10/3/05 ding St. Lucie County Building & Zoning 2300 Virginia Ave Fort Pierce, FL 34982 SCANNED BY BUILDING PERMIT St. Lucie County SUB -CONTRACTOR SUMMARY f�j t 6✓ will be using the following sub -contractors for the (Company/Individual Name) project located at , _�J� .�) - c,,__ S.-. /.ty W- or Property Tax ID It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical 5tQ7L�l(� e • Plumbing ,_ .... .. __ .. HVAC/ -- Mechanical Roofing Gas i i OF ECFI USE O LN Y PERMIT ISSUE DATE: NUMBER: ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT i. BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: c�t%� P State of Florida Certification Number of applicable): G C2 - GO 0 A �ji fl tit (-1 N G c�t F__7 t C I k)CG have agreed to be the (Company Name/Individual Name) cfIe.CF" CaSL sub -contractor for (Type of Trade) (Primary Contractor) for the project located at 0045 S • US I .rUl (Project Street Address or Prope ax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE. REQUIRED ' � G i « /�"/( s G -gig 9_ SIGNATURE PRINT NAME DATE Business Name: Address: City/State/Zip: Phone: OFFICE USE ONLY: PERMIT # ISSUE DATE St Lcc2