The URL can be used to link to this page

Home My WebLink About2518 French Ave (2)CITY OF SANFORD PERMIT APPLICATION r `^ Application # :_0 �Q 1 Submittal Date: Job Address: Z579 &=g AV 6 SAA) 17' 0lZh ,Value of Work: $ Parcel ID: Zoning: Historic District: Description of Work: ��Sr;4C-L 225 LF P,24--r—ASr- `ti rCO F,67KE Square Footage: 10�� •Permit Type:• Building • • • Electrical •❑ • • • • Mechanical .❑ • • • • •Plumbing ❑• • • • •Fire Sprinkler/Alarm ❑• • • • • • Pool •❑ • • • • • • Sign •❑ Electrical: New Service — # of AMPS Mechanical: Residential ❑ Non -Residential ❑ .Addition/Alteration ❑ Replacement ❑ Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines Plumbing/New Residential: # of Water Closets Occupancy Type: Residential ❑ Commercial ❑ Industrial ❑ Change of Service ❑ Temporary Pole ❑ New ❑ (Duct Layout & Energy Calc. Required) # of Gas Lines Plumbing Repair—Residential ❑ Commercial ❑ Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) ` •Property Owner: ••� • • •�Ny TIA.i %� •l.L� • • • • • • • • • • •Contractor: • i•� ` • • • •� ,l��Z •�l� t��JLJ 1 t1i , LLC Address: PG. Bn1G sxC) Address: ZZL-1 _&26A -b x0th2 1&A• L.o4-KC 32F_�S_ L � U�-IoARN Phone: _.Cb 8E -mail: Phone:,;I/3-26�C' tate License Number:&-. «70 Bonding Company: Mortgage Lender: A LA Address: Address: Architect/Engineer: Phone: Address: Fax: Plan Review Contact Person: Phone: Fax: E-mail: Application is hereby made to obtain a permit to do the work and installations as indicated, l 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. 1 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 ESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECO ED AND P ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT UR LEN R OR AN ATTORN EFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additiona restrictions applicable to t is prope tha may be found in e public records of this county, and there may be additional permits required from other governmen I entities such as water in em t tricts, state agenci Acceptance of permit is verification that I will notify the owner o ie operty of the r a ien La , FS 713. og-21'0 7 Signature of Owner/Agent Date e of Contra tor Agent D 'D_AJ O,,.V �En /u QVJ Print Owner/Agent's Name Pr o acro h gent's Name Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPROVALS: ZONING: FD: Special Conditions: Rev 07.07 MY COMMISSION # DD629096 �� F.XP[RES: February 25, 201 I c Contractor/Agent i�ersonall I�ri�9Wii2tC co. Produced ID ENG:/�/UT BLDG: 00 � 016 Permit #: Project Name: 07-3041 1 Fence, concrete precast panels, 8ft high, 225 IL Address: 2518 French Avenue Plans Reviewed By: Richard Denman 407.330.5656 The Permit Is Subject To The Following Comments THE FOLLOWING ARE STANDARD COMMENTS: NOTICE: In addition to the requirements of the 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. 1. This approval does not grant permission to violate any applicable Codes. 2. Inspections will not be given unless the Approved Plans and Permit are posted in a prominent location and protected from the elements until all inspections are complete. 3. Any connections that may be hidden during the installation shall be inspected prior to covering. 4. If the fence is found to interfere with function and purpose of any easement the removal and reconstruction of the fence shall be at the owner's expense. 5. Fence is to be placed within your property lines. 6. The Permit shall expire if work has not begun within six months of the date of issuance. 7. All Permits require Final Inspections. Failure to do so may result in permitting privileges being revoked as well as charges being filed with the DBPR. PERMIT # DATE: /� T t 71-o _ _ __.._. $F ,q'�xY0 F"" F I C E wm TABIC ENGINEERING CORPORATION CA09550 140 BUTTONWOOD DRIVE, KEY BISCAYNE, FLORIDA 33149 PHONE: 305-772-7599, FAX: 305-361-9176 email: tabioeng@aol.com HURRICANE PRECAST FENCE 8'-0" PRECAST CONCRETE FENCE CLIENT: HURRICANE PRECAST FENCE, INC. DESIGN BY: MAURICIO SALAZAR, P.E. Florida License # 55757 DATE: August 8, 2007 PLANS rVIEWED CITY SAON40"'K"D PERMIT# 0-7-36Y DATE: Pages 1 hru c- w_:.� w, t ��u � arae..:"•"' � � _ _.. ,,.. . ......,.�,...�..aw.,�,5 TASIO ENGINEERING CORPORATION CLIENT: HURRICANE PRECAST FENCE PROJECT: CONCRETE PRECAST POST AND PANEL DESIGN FOR: 8' HIGH MODULAR CONCRETE FENCE 1 -Jun -07 140 Buttonwood Drive, Key Biscayne, Florida 33149 CA09550 phone: 305/361-9376 e-mail: tabio@beethoven.com DATA: LOADS FROM WIND CALC'S DESIGN PRESURE SELF WEIGHT LOADS PANELLENGTH PANEL HEIGTH PANEL THICKNESS VOLUME UNIT WEIGHT OF CONCRETE TOTAL SELF WEIGHT FENCE DIMENSIONS HEIGTH WIDTH AREA LOAD DUE TO WIND (W) DESIGN OF POST DEPTH POST WIDTH POST DIAGONAL DIMENSION (b) POINT OF APPLICATION OF LOAD "P" (H/2) APPLIED LATERAL FORCE (P) APPLIED LATERAL SOIL BEARING PRESSURE (S_1) FORMULA FOR "A" AS PER FBC 2001 1819.7.2.1 CALCULATED DEPTH OF EMBEDMENT PROPOSED EPTH OF EMBEDMENT CHECK SHEAR STRESSES AT POST WIDTH OF POST do NET SHEAR AREA SHEAR LOAD ON POST ACTUAL SHEAR STRESS CONCRETE DESIGN MIX ALLOWABLE SHEAR STRESS DESIGN OF CONCRETE POST PANELAREA . WIND PRESSURE FROM WIND CALCS. POST SEPARATION LOAD ON POST ACTING MOMENT FLANGE THICKNESS id MODULUS OF ELASTICITY OF CONCRETE MODULUS OF ELASTICITY OF STEEL STEEL YIELD STRESS STEEL STRAIN Es STEEL STRAIN E's Csc F'sc Fsc POST j, MOMENT (Msc) MOMENT RESISTING IN CONCRETE (Mc) TOTAL RESISTING MOMENT ACTING MOMENT REQUIRED REINFORCING AREA (MINIMUM TEMP.) USE DESIGN OF WALL PANEL PRESSURE FROM WIND CALCULATIONS CONCRETE FENCE DESIGN 140 MPH - 8 FEET TALL VALUE UNIT TYPE COMMENTS 33.45 PSF FROM WIND CALCS. 6 FT 1 FT 0.17 FT 1.02 CF 150 PCF 153 LB 8 FT 6 FT 48 FT^2 1605.75 LB PRESSURE'AREA 5.25 INCHES 7.40 INCHES 4 FT 1605.75 LB 200 PSF/FT FBC 2004 1804.2 - SAND AND GRAVEL 2.54 A=2.34P/(Si-b) 4.83 FT d=.5'A`(1+SQRT(1+4.36*h/A)) 5.00 FT E's 5.25 INCHES 4.375 INCHES FROM EDGE OF CONCRETE TO REBAR 22.97 IN^2 1605.75 LB 69.91 PSI 3,000.00 PSI 146.06 PSI PASS Va=2`SQRT(F'c) 48.00 FT^2 33.45 PSF 6.00 FT 200.72 PLF 77075.76 LB -IN W(L^2)/2 1.75 INCHES 0.88 INCHES 3160000 PSI E's 29000000 PSI 60000 PSI .87 E'SC 0.0021 F/E 0.00133 RATIO 0.00067 RATIO 19430 PSI E`E'sc 7772 LB .4`Fsc Es 2.63 INCHES HALF OF POST THICKNESS 20,440.36 LB -IN 61,615.97 LB -IN 82,056.33 LB -IN 77,075.76 LB -IN PASS RESISTING MOMENT -ACTING MOMENT 0.04134375 IN^2 As=.0018bd 4#4 33.45 PSF Mauricio Salazar, P.E. 8/8/2007 Florida Rea. #55757 TAES10 ENGINEERING CORPORATION CLIENT: HURRICANE PRECAST FENCE PROJECT: CONCRETE PRECAST POST AND PANEL DESIGN FOR: 8' HIGH MODULAR CONCRETE FENCE 1 -Jun -07 140 Buttonwood Drive, Key Biscayne, Florida 33149 CA09550 phone: 305/361-9376 e-mail: tabio@beethoven.com DATA: VALUE UNIT TYPE COMMENTS LENGTH 6 FT HEIGHT 1 FT THICKNESS 0.125 FT UNIT WEIGHT OF CONCRETE 150 PCF UNIT WEIGTH OF PANEL 18.75 PSF PANEL WEIGHT 18.75 PLF WEIGHT PER L.F. ACTING MOMENT 84.3750 LB -FT WL^2/8 ULTIMATE MOMENT 135.0000 LB -FT 1.6M (1.6 FACTOR ADDED TO MOMENT) As 0.0101 IN^2 As min 0.08 IN^2 USE 3#3 As SUPPLIED 0.33 IN^2 CHECK FOR SHEAR, ALLOWABLE SHEAR 958.51 LBS ACTUAL SHEAR DUE TO WIND PRESSURE 178.42 LBS OK ACTUAL SHEAR DUE TO SELF WEIGHT 150.00 LBS OK CHECK BEARING INTO POST SLOTS WIND PRESSURE FROM WIND CALCULATIONS 33.45 PSF POST SEPARATION 6 FT SHEAR PER POST 100.36 PLF fb 4.78 PSI ALLOWABLE SHEAR IN CONCRETE 93.11 PSI PASS .85*2-SQRT(F'c) TEMPERATURE REINFOCEMENT USE #3 @12" CHECK SHEAR AT 1-3/4" FLANGE SECTION HEIGHT OF PANEL 1 FT ON A SINGLE PANEL PRESSURE FROM WIND CALCULATIONS 33.45 PSF PANEL LENGTH 6.00 FT LOAD ON PANEL 200.72 LB SHEAR LOAD ON FLANGE AT POST 100.36 LB WIDTH OF FLANGE 1.75 INCHES LENGTH OF FLANGE 18 INCHES FOR PANEL HEIGHT ONLY SHEAR AREA 31.5 IN ACTING SHEAR STRESS 3.19 PSI ALLOWABLE SHEAR IN CONCRETE 93.11 PSI PASS .85'2" SQRT(F'c) CONCRETE FENCE DESIGN 140 MPH - 8 FEET TALL Mauricio Salazar, P.E. 8/8/2007 Florida Rea. #55757 ti TABIO ENGINEERING CORP. WIND02 0-03 Detailed Wind Load Design (Method 2) per ASCE 7-02 Description: HURRICANE PRECAST FENCE - 8 FEET Analysis by: M. SALAZAR, P.E. User Input Data Structure Type Other Table 6-2 Values Basic Wind Speed (V) 140 mph Struc Category (I, II, III, or IV) I At = Exposure (B, C, or D) C 1.000 Struc Nat Frequency (n1) 1 Hz Kd (Directonality Factor) 1 0.650 Overall Structure Ht (Ht) 8.00 ft Width Perp. To Wind Dir (B) 6.00 ft Width Par -al. To Wind Dir (L) 0.30 ft Damping Ratio (beta) 0.01 15.00 Red values should be changed only through "Main Menu" Calculated Parameters Type of Structure Height/ Least Horizontal Dim 26.67 Flexible Structure No Importance Factor 1 0.77 Hurricane Prone Region (VI 100 mph) Table 6-2 Values Alpha - _ 9.500 zg = 900.o.ob At = 0.105 Bt = 1.000 Izm Am = 0.154 Bm = 0.650 427.06 Cc = 0.200 (1/(1+0.63"((Min(B,L)+Ht)/Lzm)"0.63))^0.5 0.9747 500.00 ft Epsilon 0.200 Zmin = 15.00 ft CONCRETE FENCE 140 MPH 8 FEET TALL - WIND CALCS. PAGE 1 OF 2 8/8/2007 Mauricio Salazar, P.E. Florida reg. # 55757 Gust Factor Category I: Rigid Structures - Simplified Method Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 0.85 Gust Factor Category II: Rigid Structures - Complete Analysis Zm Zmin 15.00 ft Izm Cc' (33/z)^0.167 0.2281 Lzm 1`(zm/33)^Epsilon 427.06 ft Q (1/(1+0.63"((Min(B,L)+Ht)/Lzm)"0.63))^0.5 0.9747 Gust2 0.925"((1+1.7"Izm`3.4'Q)/(1+1.7'3.4"Izm)) 0.9117 Gust Factor Summary G I Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.85 CONCRETE FENCE 140 MPH 8 FEET TALL - WIND CALCS. PAGE 1 OF 2 8/8/2007 Mauricio Salazar, P.E. Florida reg. # 55757 J i'AB10 ENGINEERING CORP. 8/8/2007 WIND02 v1-03 Detailed Wind Load Design (Method 2) per,ASCE 7-02 Design Wind Pressure - Open Buildings and Other Structures Elev. ft Kz Kzt Qz I b/ft^ 2 Wind Pressure based upon different Cf's (Ib/ft^2) 1.20 1.3 8 45 1.07 1.00 41.33 42.16 0.00 1 0.00 0.00 0.00 0.00 40 1.04 1.00 40.32 41.13 0.00 0.00 0.00 0.00 0.00 36 1.02 1.00 39.43 0.2 42 0.00 0.00 0.00 0.00 0.00 30 0.98 1.00 37.95 38.71 0.00 0.00 0.00 0.00 0.00 20 0.90 1.00 34.84 35.54 0.00 0.00 0.00 0.00 0.00 15 0.85 1.00 32.80 33.45 0.00 0.00 0.00 0.00 0.00 rvUte. Usti must select shape tactors from the appropriate taxies, ana enter within this table. Figure 6-20: Force Coefficients for Solid Signs At Ground Level 2 v Cf - 3 1.2 5 - 1.3 8 1.4 10 1.5 201.75 1.75 30 1.85 >=40 2 Above Ground 2 M/N Cf <=6 1.2 1-0- 1.3 - - 16 1.4 20 1.5 40 1.75 60 1.85 > 80 2 Notes: 1) Signs with openings comprising less than 30% of gross area are considered solid signs 2) Signs where distance from ground to bottom edge is less than 0.25 times vertical dimension are considered at ground level v - ratio of height to width M - Larger dimension of sign N - Smaller dimension of sign I M = 8.000 ft N = 6.000 ft CONCRETE FENCE 140 MPH 8 FEET TALL -WIND CALCS. PAGE 2 OF 2 Mauricio Salazar, P.E. Florida reg. # 55757 THIS INSTRUMENT PREPARE"Y: Name:��i�it��i ilk 11r�2 1"ui( Address:L%-.cr"+P�rfa-{.cu C--- The Or_uv Y State of Florida MCIF IIN11111111111111111111111ueu11111IIInoilIll aau1111IN MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 06836 Pg 0389; (1 pg) CLERK'S # 2007143229 RECORDED 10/05/2007 12:46:04 PM P RECORDING FEES 10.00 RECORDED BY T Sa th 011,N�E pR'i 050, NOTICE OF COMMENCEMENT G �R Parcel ID Number (PID) undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Cliapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY (Legal description of the property and street address) �` /�' txe/-A)CA GENERAL DESCRIPTION OF IMPROVEMENT 4AC60 COW (.)_ '24 OWNER INFORMATION r _ Name and address: •� � i�,�� i� �-i i �nx `I��S:�la AA(,-i2,j_�� CONTRACTOR Name and address: Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name and address: In addition to himself, Owner Designates Section 713.13(1)(b), Florida Statutes. Expiration year from To receive a copy of the Lienor's Notice as Provided in ment of recording unless a different date is specified.) of STATE OF` O DA OUNTY O S 8 - - bt�Au --0 t�ERS SIGNATUR OWNERS PRINTED NAME "(NOSE: Per Florida Stat must sign.,.... and no one else may be permitted to sign in his or her stead." Ih The foregoing instrument was acknowledged before me this r day of C��tUI ✓ , 20� by yin )M 1i e n M-Yk QR,)( ijlkflf y Who is personally known to me Name of person making statement OR who has produced identification D1— type of identification produced ®®,OAYIip��,0, `1s �— ;7f' ME LEVIN . ®�° e�'. NOTARY PUBLIC .e =+ *m S TATE OF FLORIDA Notary Signature xoeoew t;(ill'l�!I{��')ION EXPIRES 2-11-2011 '�aal„,e�a° I;tl!�OMSISIO � NO, DD638843