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Home My WebLink About306 Rachelle Ave (2)CITY OF SANFORD PERMIT APPUCATION ' V \ �— ,i n Application #:-- V I ^ Id U Job Address: / Q Parcel ID' `S ! i r"- 72-7-7/ Zoning: I Submittal Date: G, Value of Work: $ �34 Historic District: Description of Work: s2eScr"AJ Square Footage: Permit Type: Building Electrical ❑ Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service - # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑ Mechanical: Residential ❑ Non -Residential O 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 ❑ Commercial ❑ Occupancy Type: Residential Commercial Industrial ❑ Occupancy Use Group(s): Construction Type: dFVV of Stories: # of Dwelling Units: .04 Flood Zone: (FEMA form required) ..............................................................................+........................................... Property Owner: Contractor: V �tra_ cp» S k,, c 4-r d A sere /l Ces. Address: Address: q%' 70 3 S -3 n,- lar � . P, - Phone: E-mail: Phone: W_ I State License Number: S16 Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: L R -I reh c_e Phone: 3k6 7j61- v��y Address: Q, 0 40- % I y,CoA Sd✓f�, :k 4 X52 L I Fax: ii/_ `74. 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 Qv1PROVEMENTS 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 requirements of G� v7 Signature of Owner/Agent Date Sign rc • c ty 6 a p� j1 mate �• Print Owner/Agent's Name 6507.98 ° •.� o .—/ Signature of Notary -State of Florida Date Signature of Not fjp�f G q?i�a, • ��\�� Date Owner/Agent is _ Personally Known to Me or _ Produced ID APPROVALS: Special Conditions: Rev 02/2007 UTIL: FD: �% eta Contractor/Agent is Personally Known to Me or _Produced ID � 7d(40-7 ENG: BLDG: �(D Code violations found during inspection are required to be corrected. Plan/permit issuance does not grant approval of a code violation. 2004 FBC109.1 Structural plan review is limited to a general survey for code compliance. No review is implied nor was taken to verify structural adequacy ........... ................ .................... M ................... E ... ......... .. . .... ................... . .. .............. .. ................. ................ ...................... . ................ O . . ........ I x 2 x .044 open back 13'0"— PLANS REVIEWED CITY OF SANFORD 36" Regular Screen Door 8" Kick Plate Hardware Kit 0 — Id /d. 7 OFFICE. General Notes3 W, 1. Contractor to Verify all Dimensions PERMIT # 1,3 A—IS White Color 2. See Attached Specification Sheets for Additional Details. 18 X 14 Screen 1 Door 8" kp 3. Florida Building Code 2004 36" Chair rail k'� A Comments. Regatta Shores � OR�1.4s&*N 1" Floor SANFORD — FL - 34772 in &4ftww Svcs CORO, t7i PAGE 1 of 1 . N X - - x p (� - :�i<:;�;';:;,;>:? ::�i:::;::;:;:;?:+.::{ ::;`.•;:: N x •: Q Ca - A G::J>:CG:• »> a a :: •�:::;;; � ;:;�;:::.: ri::;�r =:: ;>:�rzrtai::i:�iri :�i;�a�i:= rr �rr::�r >iaii�i... is>>ii',•'��- ��i �`2%-.-.;:ri':`�:`-i?::�`;';:?<>i:i�3iS<:ii>i;i;i;>:;?c;i; iib i;:`•Cy:i ... S - - :• i:•i ::Si' y;?: i:iiiiii::^ i:�i:Cii};::•:}ij? :^}; iii:;iiii:•i:i�iiii �'v :9:--}::::=iYi: �{:�}i: ::: }':i:':i :iii:::::L:>}:� i:•i: is i}>:::: is ::�:i :::}: : m xxl xx '<: y;:; ;%'{ ;<} ::•: ii:-`. �'ri }:?:% {:i- :<'r: i': �?.:�>TI t�ii :iii a}:I i>i. 'i^i iii i. 1 x 2 x .044 open hack M� ( 13, 0„ \ J(60%4{^ 6466 � PLANS REVIEWED 1 x 9 x .040 Picket J --"♦ t014,3 014,2 CITY OF SANFORD General Notes 1. Contractor to verify all Dimensions UVhlfe Color 2. See Attached Specification Sheets for Additional Details- 18 X 14 Screen 3. Florida Building Code 2004 42" Railing Comments: PAGE Regatta Shores 2nd Floor 1 of 1 SANFORD — FL - 34772 D.Wy Av us fa-w1ow Svcs CORP GUARDRAILS, HANDRAILS & AWNINGS STANDARD PAN OR COMPOSITE ROOF MAY BE USED W/ SIDE WALLS OR CONCRETE OR WOOD FRAME POST SPACING (SEE TABLE) POST SPACING SEE TABLE PICKETS SPACED SO THAT A 4"0 SPHERE CANNOT PASS THROUGH SEE DETAIL A SECTION 6 1 " x 2" x 0.044" OR GREATER CONNECT TO SLAB AND WALLS W/ 1/4" x 1-1/4" EMBEDMENT EXPANSION BOLTS @ 24" O.C. (TYP.) POST SPACING (SEE TABLE) SEE DETAIL C SEE DETAIL B TOP RAIL PICKETS (SEE CHART) CONCRETE SLAB OR WOOD , DECK �p SEE DETAIL C FLAGS RMEWEDo CITY OF S"ANFORD TYPICAL SCREEN FRAME WALL WITH GUARDRAIL ELEVATION SCALE: 3/8" = l'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER • DEVELOPMENTCONSUI.TANT P.O. BOX 214368, SOUTH DAYTON& FL 32121 TELEPHONE; (386) 767.4774 FAX: (386) 767.6.566 © COPYRIGHT2004I PAGE NOT TO BE REPRODUCEO IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. b'..'I SECTION 6 GUARDRAILS, HANDRAILS & AWNINGS CONCRETE OR C.M.U. 114" x 1-1/4" MASONRY ANCHOR 6" FROM RAIL AN 24" O.C. ,— 2" x 2" TOP RAIL 2" x 2" TOP (4) #10 x 1-112" Ic (2% #10 x 1" v. 1" x 1" x 0.040" PICKETS DETAIL A DETAIL B a a d a • �•4 ' a a. q b q •� a. O Ja EXISTING CONCRETE SLABCITY OF SANFORD 114" x 1-114" MASONRY ANCHOR 6" FROM RAIL AND 24" O.C. FOR WOOD USE WOOD ANCHORS LA @sm L9 EWE D DETAIL C SCREEN WALL WITH GUARD RAIL CONNECTION DETAILS SCALE: 3"= 1'-0" Lawrence E. Bennett, P.E. EL # 16644 CIVIL ENGINEER- DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (366) 767.4774 FAX: (385) 767-6556 PAGE © COPYRIGHT 2004 6-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P,E. SECTION 6 TOP CAP TO SNAP PLATE AND SNAP PLATE TO POST Wl #10 x 1-1/2" S.M.S. TOP CAP TO SNAP PLATE AND SNAP PLATE TO POST W/ #10 x 1-1/2" S.M.S. GUARDRAILS, HANDRAILS & AWNINGS SECTION A ALTERNATE SECTION A SECTION B GUARDRAIL DETAILS SCALE: 6" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA. FL 32.121 TELEPHONE: (386) 767.4774 FAX: (386) 787.6.556 PAGE (2) #10 x 1" NON -CORROSIVE S.M.S. @ EACH PICKET CONNECTION POST PICKET (2) #10 x 1" NON -CORROSIVE S.M.S. @ EACH PICKET CONNECTION POST PICKET (2) #10 x 1" NON -CORROSIVE S.M.S. @ EACH PICKET CONNECTION POST TO CHANNEL Wl #10 x 1-1/2" S.M.S. fw g - ;r COPYRIGHT 2004 6.4 I O NOT TO BC REPRODUCED (N WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BFNNETT. P.E. I 00 v 11 GUARDRAILS, HANDRAILS & AWNINGS im A = 0.339 in.Z WT = 0.662 p.i.f. Ix = 0.080 in." Sx = 0.198 in.' 6063 - T6 TOP CAP WALL THICKNESS = 0.070" x1.80"-1 A = 0,243 In.' WT = 0.278 p.l.f. C�p0.090" Ix = 0.136 in." `: lin nil Sx = 0.137 in.' ±)L---)1 6063 - T6 POST 1.84" A = 0.243 in.z WT = p 0.278 p.l.f, Ix = 0.136 in .4 Sx = 0.137 in.' 6063 - T6 CHANNEL UNSPECIFIED WALL THICKNESS = 0.070" SECTION 6 A = 0.243 in.' WT = 0.278 p.i.f. Ix = 0.136 in.° Sx = 0.137 in.' 6063 - T6 TOP CAP WALL THICKNESS = 0.070" A=0.243in,' WT = 0.278 p.l.f. Ix = 0.136 in.4 Sx = 0.137 in.' 6063 - T6 PICKET UNSPECIFIED WALL THICKNESS = 0.040" A = 0.243 in,z WT = 0.278 p.l.f. ix = 0.136 in .4 Sx=0.137in3 + 6063 - T6 SNAP PLATE UNSPECIFIED WALL THICKNESS = 0.070" GUARDRAIL COMPONENTS SCALE: 6" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER- DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386)767-4774 FAX: (386)767.6556 PAGE © COPYRIGHT 2004 y NOT TO BE REPROOUCFO IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRL.NCE E. BENNETT, P.E. 6-7 51i SECTION 6 1 GUARDRAILS, HANDRAILS & AWNINGS I Table 6.1 Maximum Upright Heights and I or Chair Rail Spans For Aluminum Frame Screen Walls wl Guard Rails Between Existing Walls, Ceilings and Conventionally Constructed Structures All- , anal T -a Load Width "W" = Beam Spacing Snap Sections 4'-0" 16•-0" 7'-0" 8'•0" Allowable Span "L. 2" x 2" x 0.036" T-9" d 7'-3" d 6'-9" b 6'-3" b 5'-1 D" b 2" x 3" x 0.045" 10' S" d 9'4" b 8'-6" b 7'-11" b 7'"5 b Notes: 1. Wind Loads up to 120 M.P.H. and 200 N Horizontal Point Load at any point on frame. 2. Frame upright heights for various widths between uprights. 3. Guardrails with or without pickets meet requirements of section 1608.2.2 for all components. 4. For wind loads other than 120 M.P.H. multiply the above spans by the conversion factor listed below. WIND LOAD CONVERSION TABLE: For Wind ZoneslRegions other than 120 MPH Wind Region Applied Conversion Load Factor (Tables Shawn) Maximum Post Spacing Load Width "W" - Beam Spacing 25 1.18 Hollow Sections 4' 0" 1.08 5'-0" 6'-0" 7'-0" 1.00 123 37 0.97 130 420.91 Aliowabfe Span "L" 140 48 2" x 2" 8" x 0.03 6'-3" b 5'-7" b 5'-1" b 4'-9" b 4'-5' b 2" x 2" x 0.044" 6'-11" d 6'-2" b . 5'-8" b 5'-3" b 4'-11" b 2'• x 2" x 0.055" T-4" d G'-9" b 6'-2" b 5--a- b 5' 4" b 2" x 3" x 0.045" 9'-1' b 8'-2" b 7' 5" b 6'-11" b 6'-5" b 2" x 4" x 0.050" 12' 6" b 11-7. b 1 o'-2" b 9'-5" b 8'-10" b Load Width "W" = Beam Spacing Snap Sections 4'-0" 16•-0" 7'-0" 8'•0" Allowable Span "L. 2" x 2" x 0.036" T-9" d 7'-3" d 6'-9" b 6'-3" b 5'-1 D" b 2" x 3" x 0.045" 10' S" d 9'4" b 8'-6" b 7'-11" b 7'"5 b Notes: 1. Wind Loads up to 120 M.P.H. and 200 N Horizontal Point Load at any point on frame. 2. Frame upright heights for various widths between uprights. 3. Guardrails with or without pickets meet requirements of section 1608.2.2 for all components. 4. For wind loads other than 120 M.P.H. multiply the above spans by the conversion factor listed below. WIND LOAD CONVERSION TABLE: For Wind ZoneslRegions other than 120 MPH Wind Region Applied Conversion Load Factor (Tables Shawn) Tahle 6.2 Maximum. Post Spacing for Top Rail Allay Maximum Post Spacing 100 25 1.18 110 30 1.08 120 35 1.00 123 37 0.97 130 420.91 140 48 0.85 150 58 0.79 Tahle 6.2 Maximum. Post Spacing for Top Rail Allay Maximum Post Spacing Base Plate Core Drill 6063 T-6 6'-1" Insert Len th 6x61 T-6 G'-10" 5'-6" 6 Table 6.3 Required Insert Length in Post of 1-112" x 0.413" Channel A to Post T e Insert Len th 6063 T•6 0.1 D' x 5"x 1.8" 20" + Core 6061 T-6 J 0.10" x 1.5" x 1.8" 14" +Core TEWable 6.4 Picket Spacing On Centers 5" or 6" do Centers PLANS �� ED Alfa 6063 T-6 4" 0,062" x 314" x 3l4" 0.062" x 1" x 'i" 0.045" x l" x 1" "xi" CITY 6061 T-6 0.045" x 314" x 314" 0.0G2" x 1" x 1" 0.062"1" x 1' Lawrence E. Bennett, P.E. FL # 16644 MIL ENGINEER- DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA. FI. 32121 TELEPHONE: (386) 767-4774 FAX: (366) 767-6556 PAGE a © COPYRIGHT 20D4 - 6-8 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. Permit Number: Parcel Identification Number: Prepared By: Irene Fuentes 5430 LBJ Freeway, Suite 1250 Dallas, TX 75240 Return To: Thomas M. Pritzkau 5430 LBJ Freeway, Suite 1250 Dallas, TX 75240 NOTICE OF COMMENCEMENT State of Florida County of Seminole The undersigned hereby gives notice that improvement(s) will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. 1. Description of property (legal description of the property, and street address if available) See Attached Regatta Shores, 23.35 W. Seminole Blvd., Sanford, FL 32771 2. General description of improvement(s)r Improvements (LSR III) 7-20023 3. Owner Information Name: United Dominion Realty Trust, Inc. Telephone Number: 804-780-2691. Address: 400 E. Cary Street Fax Number: 804-788-0635 Richmond, VA 23219 Interest In Property: fee simple 4. Fee Simple Title Holder (if other than the owner shown above) provided in §713.13(1)(b), Florida Statutes. Name: Telephone Number: Telephone Number: Address: Fax Number: 10. Expiration date of Notice of Commencement (t e expir , on dat e year from the date of recording 5. Contractor Date Signed Name: Viera Construction, Inc. Telephone Number: 407-509-3919 Address: P.O. Box 770353 Fax Number: 407-859-3630 Orlando, FL 32877 6. Surety (if any) produced �b • ' "•;�- NE FU tate o P ublio, State of Texas as identification. Name: Telephone Number: `' February 17, 2010 Address: Fax Number: Amount of bond'! 7. Lender (if any) Name: Telephone Number: Address: Fax Number: 8. Persons with the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(1)(b), Florida Statutes. Name: Thomas M. Pritzkau Telephone Number: 972-774-0552 Address: 5430 LBJ Freeway, Suite 1250 Fax Number: 972-991-9868 Dallas, TX 75240 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in §713.13(1)(b), Florida Statutes. Name: Telephone Number: Address: Fax Number: 10. Expiration date of Notice of Commencement (t e expir , on dat e year from the date of recording unless a diff ent date is specified): Date Signed Si ure o O er (Noe: Or §713.13(1)(g), "owner" must sign... and no one e se may be permitted to sign in his or her stead." C and subscribed 4qfore me this day of, by who is personally known to me OR P Y produced �b • ' "•;�- NE FU tate o P ublio, State of Texas as identification. 1�. My Commission Expires '; �1; `' February 17, 2010 Signature of Notary (notarial seal must appear 5elow) Fife #94-0963 Exhibit "A" A parcel of land located within the SonthwusL 1/4 of Section 23, Township 19 South, flange 30 East., Seminole County, Florida, described as follows: Begin at a point 66.0 feet Wort and 15.0 foot North of the South 1/4 corner of said Section 20; said point being an lrttersectlon of the North rlght-of-way line of Narcissus Road and the Went right-of-way line of Tetwllllger Lane; thence West along the North right-of-way line of Narcissus Road and parallel to the South line of said Sect.lon 23, a distance of 191.40 feet; thence leaving said North right-ur-way lino or Narciasus Road, run Nurth 210.00 feet; thencr. West 144.0 feet to the East lino of Lot' 17 of "Florida Land and Colonization Company's Celery 1'lariLaLlon" an recotdnil In Plat Dook 1, Pape 129, Public Records of Seminole County, Florida; Lhenco North 460.00 feet to the Northeast corner of said Lot 17; thence West along the North line of said Lot 17, a distance of 174.40 foot; thence leaving said North line of Lot 17, run North 1020.22 feat to the Southwest tlghl•-of--way line of U.S. 111Chway 17-92; thence South 3fl dap,. 41'00" East, along isald Southwest right-of-wny line of U.S. ltlahway .17-92, a distance of 799.34 foot to an lnt.ereacction with ne Weat right-of-way Hite or Terwllllgui Lane; thence SouLit 1073.86 fact to the Polio of BegInning, loss the Fant 30 fcoL thereof. Togethar with and cubjoct to a non-excluslva easorttcnt for retention and dete[rtlun and drainage and private or public Utilities as described In Deed of Easement. recorded in Official Reaordn Dook 1890, Page 1268. of the public records of Seminole County, Florida. Alsoi toeether wiL11 and subject to All caserttuat used for the construction, oporation and utalrttennnce. of one or more underground wator and aawnr llneo an described In easement for water and sewer linos recorded in Orriclal Recorda Book 2012, Page 1635, Public Records of Seminolo County,- Florida.