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Home My WebLink AboutSUBMITTED PAPERS:. 1_ ' PLANNING &DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 Virginia Avenue ` U Ft. Pierce, FL 34982-5652 772-462-1553 APPLICATION FOR ALUMINUM STRUCTURES PERMIT ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: 7361 lga D'L1144 W&f POOr. ST ` Lam° lk" 2. PROJECT NAME: 010t t oxjti SITE PLAN NAME: 3. PROPERTY TAX ID #: 4. LEGAL DESCRIPTION (attach extra sheets if necessary): 4r-'r 5 S In A) '5T VE PAGE Pr43 BLOCK_ LOT i; S SCANNED 5. PLAT BK_�1I BY St. Lucie County. 6_ PARCEL SIZE: ACRES/SQ FT_ • Z 3 LOT DIMENSIONS 7. SETBACKS (ACTUAL) FRONT: -,�►( - BACK: S RIGHT SIDE:! LEFT SIDE: g. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE) TYPE OF CONSTRUCTION ❑ SCREEN ROOM N = New A = Addition R = Rebuild ❑ CARPORT/PATIO ROOF ❑ HABITABLE GLASS ROOM ❑ CAT 1, 2 OR 3 SUNROOM ❑ ALUMINUM COMP. STIED POOL ENCLOSURE ❑ M H ROOF OVER ❑ ROOF SYSTEM OVER EXISTING ACCESSORY STRUCTURE ❑ OTHER: ❑ ALUM POOL FENCE SG = Slab on Grade SQUARE FEET OF SR = Raised Slab DIMENSIONS CONSTRUCTION WD = Wood Deck ❑ NEW ❑ EXISTING X ❑ NEW ❑ EXISTING X ❑ NEW ❑ EXISTING X ❑ NEW ❑ EXISTING X ❑ NEW ❑ EXISTING X _ ANEW ❑ EXISTING Z 4 X 4D gook— ❑ NEW ❑ EXISTING X ❑ NEW ❑ EXISTING X ❑ NEW ❑ EXISTING X Linear fe TOTAL SQUARE FOOTAGE OF CONSTRUCTION 9. VALUE OF CONSTRUCTION: $ 300. 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 ue is $2500 or more, a RECORDED Notice of Commencement must be submitted similar types of construction activities. If the val PRIOR TO FIRST INSPECTION. SLCCDV Form No.: 001-02 Rev.0412612010 OWNER INFORMATION NAME: Al4 / L, c ` 1)Q!Cile�C� ADDRESS: 3901 BaB o'L�� t✓Ay. CITY: —PAr 3T .Lleik STATE: / y— ZIP PHONE (DAYTIME): (317) S4p �� Z EMAIL: FILL IN NAME AND ADDRESS BELOW IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE: FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: p PHONE (DAYTIME): C_) CONTRACTOR INFORMATION STATE OF FLORIDA REG./CERT #: egCST. LUCIE COUNTY CERT #: /6 BUSINESS NAME: K " H(. 6WS7,14dCn00 QUALIFIER'S NAME: --g iC. 04-4 Ad-kr/c ADDRESS: Co(Q`i5 ;-�`, CITY: Ufa 13)c' 2e ,& STATE: AL ZIP GiCi% PHONE (DAYTIME): (%?i) SV—%%0 FAX NO. z5J& P;1//4 email: ARCHITECT/ENGINEER: ADDRESS: CITY: STATE: ZIP PHONE (DAYTIME): NOTE: IF APPLICABLE, SUBCONTRACTOR AGREEMENTS MUST BE ATTACHED TO APPLICATION FOR ROOFING, ELECTRIC, PLUMBING, AND HVAC ZONING REQUIREMENTS All such structures will be subject to the requirements of the ST. LUCIE COUNTY LAND DEVELOPMENT CODE. ❑ 2 scaled plot plans showing lot size, dimensions of existing host structure, and proposed aluminum addition. All setbacks including front, side, rear and distance between adjacent property structures in MH Parks shall be indicated on the plot plan. ❑ 2 sets of color photos for all storm damaged areas to be reconstructed. One picture must include house address number for inspection verification. ( not required for construction unrelated to storms) OFFICE USE ONLY SECTION TOWNSHIP RANGE �C MAP NO.�� Additional ZONING LAND USE LOT CVG % Permits Required REPORT BIMS FEE $ MISC FEES $ TOTAL FEES CODE BUILDING & ONING REVIEW VALUE OF CONSTRUCTION FRONT PLANS REVIEW COUNTER ZONING SUPERVISOR EXAMINER VEGETATION USING ICC TAB DATE COMPLETE"C�P\ (k 0 1 360 le CERTIFICATION: This application is hereby made in order 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. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU 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: IN THE EVENT IT IS NOT YOUR RIGHT TITLE OR INTEREST THAT IS SUBJECT TO ATTACHMENT, THE APPLICANT DOES HEREBY MAKE A GOOD FAITH PROMISE TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT, AND DOES SO AS A CONDITION PRECEDENT TO THIS PERMIT 1. If utilizing the AAF Guide to Aluminum Construction in High Wind Zones, I the Contractor/Owner Builder hereby certify that the components being used, fasteners type and fastening pattern meet all the requirements for the designated wind zones established by the county and take full responsibility for complying with the submitted design of the structure being permitted. 2. I further certify that all the foregoing information is accurate, that no work or installation has commenced prior to the issuance of a permit and that all work shall be performed in compliance with all applicable laws regulating construction and zoning in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, and HVAC, etc., not otherwise included with this building permit application. 3. I , the Contractor / Owner Builder, have verified that the existing foundation meets the requirements of the Engineer of Record and is in adequate condition to withstand the uplift and weight of the aluminum structure and said structure will not e eed the footprint of the structure that was in existence prior to removal by the storms. 0 NER OR CONTRACTOR SIGNATURE CONT CTOR SKINATUKE STATE OF FLORIDA STATE OF FLORIPAQ COUNTY OF COUNTY OF A � 210� The foregoing instrument was acknowledged before me The foregoing instrument was acknowledged before me me this day of 20 1 me this day of �kGk� , 20 Z. by by -74, ,*W b� i/Gw/sl who is personally known to me, or who has who is personally known e/ to me, or who has produced produced as identification. gi�natureo fic ion. (Seal) nio4eal) Notary '' e'IS��"--- Signature of Notary* * MY COMMISSION t DD 910685 � EXPIRES: July 26, 2013 N o`' Bonded TW Budget o y Service+ IMPORTANT NOTICES: OF0' • TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR, IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION, TO SIGN THIS APPLICATION & THE OWNER/BLDR AFFIDAVIT. • ALL SIGNATURES ON APPLICATION SUBMITTED SHALL BE ORIGINAL, SIGNED IN INK. COPIES, FAXES, OR STAMPED REPRODUCTIONS ARE PROHIBITED. BUT IS NOT PICKED UP WITHIN THIRTY (30) DAYS AFTER • WHEN A PERMIT IS AVAILIBLE FOR ISSUANCE NOTIFICATION OF AVAILIBILITY, IT WILL BE VOIDED. IF THE APPLICATION IS RESUBMITTED, AN ADDITIONAL FEE WILL BE CHARGED. y 4$ PLAN REVIEW SPECIFICATION Chz%KLIST PLEASE PROVIDE ONE OF THE FOLLOWING: L'J 2 Sets of Detailed Plans: Dated, Signed & Sealed by an Engineer or Architect holding a Florida State professional license. ❑ 2 Sets of Detailed Plans: Designed in accordance with the AAF Guide to Aluminum Construction in High Wind Areas. ❑ 2 Sets of Detailed Plans: Designed in accordance with any Approved Manual per fs-489.113. (I) ANY PLANS SUBMITTED WITHOUT COMPLYING WITH THE FOLLOWING SHALL BE RETURNED WITHOUT APPROVAL. ALL PLANS MUST BE IN INK AND ANY NOTATIONS IN PENCIL WILL NOT BE CONSIDERED A PART OF A SUBMISSION. • All plans must be legible and must be designed in Architect's Scale on pages which are 81/2" x I I" or larger. • All relevant tables & details, if using a manual, must be properly highlighted and must match design checklists & drawings. • The plan view must include all dimensions; the location of the host structure and all materials must be sized and identified thereon. • All elevations must be shown, including 40' wall detail, dimensions and all material must be sized and identified. t be shown (Example: 2" x 8" x .072"]. • All primary and secondary carrier beams, spans, spacing, gauges mus • All methods of fastening or other details which are relevant to the design must be identified on the Plans. • All upright column heights, sizes, spacing and gauges must be shown as follows: [Example: 3" x 3" x .050"]. • All chair -rails, roof purlins, girts, channels, knee -bracing, k-bracing, cable bracing or any other required component must be sized and identified. • All ridge beams and super gutter or fascia attachments must be identified. • All roof pans or composite panels, with gauges and spans, must be sized and identified. • All footing, slab and ISO pier designs must be on the plans, per the Architect / Engineer's plans & specifications. • All light metal alloys which are utilized shall be designed in conformity with the Florida Building Code of 2007, Chapter 20, including 2006 revisions. • all materials, fasteners and height specified and shall have self -closing, self - Barrier railings, if utilized, shall have catching gates with picket spacing. (II) SITE CONSTRUCTED SHEDS, HAVING ANY ALUMINUM COMPONENT, SHALL MEET ALL OF THE ABOVE REQUIREMENTS AND THE FOLLOWING ADDITIONAL ITEMS: (A) 2 copies of the current product approval [i.e. N.O.A. or State of Florida approval] with the proposed "opening" or cladding component highlighted and with fasteners and design pressures, per FBC 1714, clearly identified. (B) 2 electric schematics, in accordance with the N.E.C., if applicable. (C) Design pressures, per ASCE-7, identified on the openings of all Plans. (III) HABITABLE ROOMS/ADDITIONS DESIGNS SHALL MEET ALL OF THE ABOVE REQUIREMENTS, EXCEPT AAMA SPECIFICATIONS, AND CHAPTER 13 OF THE FLORIDA BUILDING CODE. (IV) SUNROOMS (as defined in R202 and FBC 2002.6) MAY BE CONSTRUCTED, SO LONG AS THEY MEET ALL OF THE ABOVE REQUIREMENTS AND MUST BE IN STRICT COMPLIANCE WITH AAMA/NPEA/NSA2100.02 AND MEET THE FOLLOWING ADDITIONAL ITEMS: (1) The designer or engineer will state on all Plans, which Category of Design [3.1.2] will be used, inclusive of the definition. (2) If designing a Category 4 or Category 5 structure, as defined in the current Edition of 3.1.2.4 and 3.1.2.5, proper energy calculations and long form equipment sizing calculations shall be required, pursuant to Chapter 13 of the current State of Florida Building Code. (V) MOBILE HOMES (FAC 15C-2.0081 - FAC 15C-2.0072): ALL STRUCTURES ADJACENT TO OR NEW ROOF SYSTEMS (Pan or Composite) OVER EXISTING ADJACENT STRUCTURES TO A MOBILE HOME SHALL REQUIRE: (a) A 41h wall or a current, signed original manufacturer's attachment approval letter which includes the model number, serial number and current owner's name and street address. (b) That the complete guide to H.U.D. specifications be strictly adhered to. (c) A Certified Florida Engineer may design the manner of attachment of the proposed structure to the host house but shall assume fill responsibility for both structures' integrity by site specific documentation. 02/03/2012 16:12 7725699115 KRUGER PAGE 04 CERTI SCATION: and to obtain a This application is hereby made in ordertoobtain taper it to do the work and installations as indicated, certificate of capacity, if applicable, forpermitted y REStA,i' IN YOU NOTO OWNER: PAYING TWICEEF R IMPROVE. CE OF MMTS TO YOURN PROPERTY. IF YOU II•ITI;ND TO OBTAIN FINANCING,C WITH NCEMENT OER OR AN ATTORNEY BEFORERECORDING yOUR NOTICE OF NOTICE TO APPLICANT: ST TI-LkT IS SUBJECT TO IN THE EVENT IT ISES I-IEITLE REBYOM.AIS.E A�GOOD FAITH P O OSF�TOE ATTACHMENT, THE APPLICANT DO DELIVER A COPY OF THE ATTACIJIdD CONSTRUCTION LIEN LAW NOTICE PERSON WHOSE PROPERTY IS SU13JECT TO &TTACjjm— NT, AND DOES SO AS A CONDITION PRECEDENT TO T14I5 PERMIT 1. If utilizing the AAF Guide to Aluminum Construction in High Wind Zones,I the Contractor(O�vner Builder hereby certify ments for esignated wind that the components being used, fasteners type�and fastening pact mewithlthcesubnnitted design of the structure being zones established by the county and take full responsibility for complying permitted. 2. I further certify that all the foregoing information is Tceurate, that no work or installation has commenced prior to the ll work shay! be performed in compliance with all applicable laws regulating Co� Ce�eto nd issuance of a permit and that a ¢., not toning in this .jurisdiction. I understand that separate permit" may be required for 1GIRI LEC CAL, otherwise included with this building permit application• le requirements of the 3. r of I , the Contractor i Owner Builder, have verified that uplift tthe nd weight of he aluminum ing foundation meets structure and said struc ure will not Record and is In adequate condition to withstand exceed the footprint of the structure that was in existence prior to removal by the storms. OWNER OR CONTRAC R SIGNATURECON CTOR SIGN TYJRE STATE OF.FI,ORIDA STATE OF FLORIDA ,�/ COUNTY OF F"'�L COUNTY OF The foregoing instrument was acknowledged before me me this day of . ✓ q - 201, byl Ji • /� who is personally known to me, or who has The foregoing instrument was acknowledged before me me this �_ day of f AAK*, 20—ZZ, by ,d,��• Ki._ _ __ who is personally known ----to me, or who has produced produced o"W "°", CHRISTHOMAS `°a` pDa-CHRISTHOM as :dL�] = ' c * MY COMMISSION t DO 910685 as identific on_ ro . c : **MY COMMISSION 1i D'EXPIRES: July 26,2013 EXPIRE$:yl�IBonded T(S" Services ' T��,,�ddggeett N&:. ISSI s4Dwa9 ticWN 1�Pn8 N41 PCB +o�'p ��r�n $igrratur e 0 otary �P�; • •.B`% £tOd'90N1aW2rN1WU * * MY COMMISSION tDD910685 EXPIRES: July 26, 2013 INVORTANT NOTICES. S99016 00 M NOISSIV000 AYV * log �, �� F\ �4a' Banded Pn B Notary Services �y� g H end • TWO (2) SIGNATURES ART✓ REIQUMD- EAeH SIGNATURE MIDST BE NOTARIirED• IF APPLYING FOR TINS BUILIaING PERMIT AS AN OWN-PuBULLDER, THE OWNER MUST PERSONALLY APPEAR: IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION, TO SIGN THIS APPLICATION & THE OWNER/BLDR AFFIDAVIT. • ALL SIGNATURES ON APPLICATION SUBMITTEDSHALL BE ORIGINAL, SIGNED IN INK COPIES, FAXES, OR STAMPED REPRODUCTIONS ARE PROHIAITED. • WHEN NOTIFICATION F �A,VAIL BILITY,ILIBLE RIT ISSUANCE WILL BE VOIDED.rIFi THE APPLICA ONTS RESUBMITTED, AN NOTIFICATiON 0 ADDITIONAL FEE WILL I3E CHARGED. Office - 772-569-5496 Brian D. Kruger Fax - 772-569-91.15 awr Building Contractor 6695 North US 1, Suite B C O N S T R U C T 10 N Chris Thomas Vero Beach, FL 32967 Aluminum Division Sales Manager Lic. # CBC032086 PROPOSAL U MITTED TO �G.. ,/i.J� PHONE _ _ DATE " _. �, J�� I /� � •i � 4 'C-• ,.L J {'% �� Cam/ STREET JOB NAME z- <, , CITY, STATE -AU CODE / V` JOB LOCATION ARCHITECT DATE OF PLANS JOB PHONE JOB TYPE ��ij �7�y""'-J�•�, COLOR SCREEN C ARC GRAY MESH 18/1 20/20 SOFFIT VENTED UN VENTED FACIA 4" 6" 8" KICK PLATE FLA. GLASS CHAIR RAIL -I/ 1fVe& PAN ROOF INSULATED DOORS <�2D LH C RH POOLROOF NS RANS RA D GABLE HIP FLAT BEAMS ROOF SO. FT. I(�� WALL SO. FT 1 r U L4 HEIGHT. l,f S.G. L.F. Lq � r KNEE WALL L40i +.��._. �-----------P _-_ ---------- _ If �� . s We Propose hereby to famish material and labor -complete in accordance with above specifications, for the sum of: Payment to be made as follows: Deposit of $ nd b . nce due upon completion. A I charge of 1.5% per month (18% yearly) will be charged on unpaid balance over 3b days, r All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices with a standard 1 year warranty. Any alteration, deviation or changes in engineering requirements between contract date and permitting date from above specifications will become on extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, tomado, and other necessary insurance to protect our materials and partially completed pro' gsinst storm damage, fire, theft, vandalism, etc. It is the nature of concrete/masonry products in the Florida envi- ronment to develop minor cracks and these not a w ranty item. Ali contracts state 'Balance Due Upon Completion" and mean just that. The customer does not have the right to hold any or all of the bala e, due to le s or any other warranty items. The customer will pay for any costs/expenses incurred if collections/legal action is required to collect balance or extras. (dfilillfa orkers ore ly covered by Workmen's Compensation Insurance. Payment may be available from the Construction Industries Recovery Fund if you lose money on a rfor d under contract, where the loss results from specified violations of Ronda Law by a state -licensed contractor. For information about the Recovery Fund a claim, con 'do Construction Industry Licensing Board. NOTE: This proposal may be withdra Authored Signature by us If not accepted within Acceptance of PropOSCII-The above prices, specifications and concjitions are satisfactory gnd 9re hereby accepted. You ore authorized to do the work as specified. Payment will be made as outlined above. t .• Signature t4 -4L-.e/ !� Date of Acceptance /1� - / 7 - / / Signature (SPA RPVPMP..%1P..) JOSEPH E. SMITI =RK OF THE CIRCUIT COURT AFrER RECORDING -RETURN TO: PERMIT NUMBER: SAINT LUCIE COI.... . .`+.V 69C -;z C. :i .i.. NOTICEOF COMMENCEMENT The undersigned hereby given notice that improvement will be made_ to certain real property, and in accordance with Chapter 713, Florida statutes the tollowing information is' -provided in the Notice.of commencement. 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMI3ER: SUBDIVISION- BLOCK TRACT LOT_ 5 � BLDG UNIT 3. OWNER b. Addre; OF a. Name L `t " c. interest in property d. Name and address of fee simple titleholder (if other than own r) 4. CONTRACTOR'S NAME, ADDRESS: I - 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT..(,(,-, , .S r,,,, �l ,r 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: A/ I (;� r'�4 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be Served as provided by Section 713.13 (1)(a) 7.; Florida Statutes:. NAME:, ADDRESS AND PHONE NUMBER: 8. In addition to himself•or herself, Owner designates the followin 713.13 (1)(b), Florida Statutes: g to:recaive a copy of the Lienol's Notice as provided in Section NAME, ADDRESS AND PHONE: NUMBER: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording- unless a different date is specified) 20' v Signature of/owner or Owner's Authorized OfficerlDirector/Partner/Manager. Print Name and Provide Signatory's 1 a/Office State of Florid County, of The foregoing instrument was acimowled�ged before me this r By tit (� r G� r L� day of (Name of person) as ik 20_ / For Type of authority... e.g. Owner, officer, trustee, attorney in (Name of party on behalf of whom instrument was executed) Personally Known �� or produced the following type (Printed Name of NotaryPu tic) {Signature of Notary Public) {Seal) of ID: Under penalties of perjury, I declare that 1 have read the foregoing and that the facts in it are true to the best of my knowledge and belief (section 92.525, Florida: Statutes), Signature(s) of Owner(s) or Owner(s)' Authorized Officer/Director/Partner/Manager By:. sy who Signed above: �� Rev. 08/302007(Reco4jng)/ This Space is reserved for recording info otr'R :;6We ROBIN DEBERRY WCOMMISSION # DD 90405 'P EXPIRES: December 9, 2013 f Of F,�\o ft&d Thru Budget ST. LUCIE COUNTY ` 19UILDING DIVISION REVIEWED FILE - REVIEWED DATE PLAN NQ PERMIT 12" OVERHANG MUST dE KEPT ON JOB OR s" SUPERGUTTER NO INSPECTION WILL BE MADE - —— - — — ---— - =-------------— ----------- - ------------ _ .-------- -------------- ---------------------------- a (o yid N N N N a I 2X3 2X3 2X3 2X3 2X3 n ao m co (o ro I N N N N a 1, N I 2X3 2X3 2X3 2X3 2X3 ,p co co fo co X X X X N N N N I n a N 2" 7'-11" 7'-11" 8'-0" 7'-11" 7'-11" 40'-0" PLAN VIEW 2X3 2X3 2X3 2X3 co 2X3 N X 2X3 co 2X3 N m 2X3 N ?k3 i7 2X3 1X3 1X3 1X3 L1X31X3 MN N NX XNN X 2X3 2X3 2X3 2X3 1X3 IX3 1X3 ?�3 REAR ELEVATION THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO 2X6 COMPLY `KITH AQ L 96PLICAKE r- 07S, 2y6 *6 2y6 2�6 2X3 2X3 2X3 2X3 2X3 2X3 1X3 1X3 X N L+S MX F2X32X3 2X3 2X3 N ?�3 iX3 1X3 1X3 1X3 PAGE ' D E: 12. 1.11 1 of 3 L M X SIDE ELEVATION Moriarty Residence 7309 Bob O'Link Way Port St. Lucie M, k 1X3 1X3 1X3 \2X3 XXX X N X NX2X3 2X3 2X3 N 2y,3 iX3 1X3 1X3 1X3 RIGHT SIDE ELEVATION 17FARLEY ENGINEERING LLC Consulting Engineer #40111 — CA28108 N. U.S. #1, Suite #2 , Sebastian, Florida 32958 (772) 589.6229 (772) 589.2296 fax 1X3 SCREEN CHANNEL W/ 1/4" DIA. TAPCONS O 24" O.C. 2X2X3 CUP ANGLE (4) #14 EACH SIDE & (1) 1/4" X 2" EMBED TAPCON EA. SIDE L2X2X2X1/4 ANGLE CLIP W/ (4) #14 TEKS EACH SIDE OF POST 3/8" DIA X 3" MIN EMBED 2X3X.05" RAIL .09" PLATE (2) #12 TEKS TYP. EACH MEMBER (SPANS OVER 32' USE 014 TEKS) 'OST -� TAPCON EACH SIDE 2X2X.125" ANGLE - - • EACH SIDE W/(2) #14 TEKS AND (i) 2X3X.05" BRACE 1/4" X 2" EMBED CONCRETE SLAB TAPCON TYPICAL"\\\N do ADC (1) 2X2 ANGLE K—BRACE ALTERNATE EACH SIDE TO SPANS (1) /5 CONT OVER 30' " 8 7„ ROOF BEAM TO MASONRY MONO FOOTING =... (2) #12 TEKS 1/4" LAG O 24" 1/8" ANGLE BRACKET EACH CLIP AT GUTTER W/ (9) #14 X 3/4" SMS TO WALL MEMB. RECEIVER CHANNEL 20 PURLIN � 1/8" STAINLESS f T STEEL CABLE N� 2X2X.125" DOUBLE COMPRESSION TYPICAL RAIL ANGLE EACH STRUCT. FASCIA SLEEVES 2X30.05" SIDE W/ (2) LL�— SHIM 5/16" EYE BOLT WELDED #14 TEKS CLOSED W/ DOUBLE NUT " SUPER , E PLANS AND ALL PROK. CHAIR RAIL TO POST Ah'E SUBJECT TO ANY CORRECTIONS PFQUIRED BY FIELD INSPECTORS THAT PURLIN (4 SUPER GUTTEFiVIAY BE NECESSARY IN ORDER PURLIN (2X3) COMPLY WITH ALL APPLICABLE C C DZS, 1X5X1/8X8" EACH STRUCT. FASCIA 2X3 W/ 1X3 BM W/ (3) 1/4" DOUBLE COMPRESSION X 3" LAGS SLEEVES eEER (3) #12 TEKSEL 2X2X.125"X3" ANGLE W/(3) #14 TEKS 1/4"X4" LAG O 24" 1/8" S.S. (6) TOTA; AT GUTTER & O CABLE EACH SIDE OF SHIM iX3 2X POST SHIM L5" SUPER GUTTER N 2X2X.125"X4" ANGLE EACH SIDE W/ (4) #14 TEKS 5-5/8" X 1-1/4" X 1 PURLIN TO POST OVER SPAN USE (3) FLAT BAR /8 ANCHOR BEAMSLEEVE 3 3/8" X 3" LAGS BEAM ® SUPER GUTTER CABLE BRACE ALTERNATE Ar ROOF BEAM —i 2X3X.05" BRACE ROOF BEAM 2X3 W/ 1X3 —� 2X3X.05" RAIL 2X3 RECEIVER 09" PLATE �' CHANNEL I •�� 2X3 W/ 1X3 2X2X.125"X3" • (4) #14 TEKS (4) #12 •i, ANGLE W/(3) • TEKS • ��_ //��14 TEKS • 2X2X.125" • i.•\` (6) TOTA; W/(2) jli4 (2) #12 TEKS TYP. 2X3 TEKS EACH MEMBER 2 TEKS (SPANS OVER 32' KS 2X POST USE #14 TEKS) EA) SIDE TYP. POST (6 #12 TOTAL EACH END) 2X3X.05" BRACE ROOF B VO POST WIND BRACING i K—BRACE ALTERNATE (DIAGONAL AT ROOF) PAGE DA Moriarty Residence FARLEY ENGINEERING LLC 12.21. 1 7309 Bob O'Link Way Consulting Engineer #40111 — CA28108 2 of 3 Port St. Lucie EA 8800 N. U.S. #1, Suite #2 , Sebastian, Florida 32958 (772) 589.6229 (772) 589.2296 fax 1X2 SCREEN CHANNEL W/ 1/4" CIA. TAPCON A \\ O 24" O.C., (2" EMBED) J Fr- 2X CARRIER BEAM TO COLUMN #14 X 2" TEKS 2X2 ANGLE (4) #14 X 3/4" TEKS EACH SIDE 3X3X1/8" ALUM COLUMN (1) 3/8 " X 2" 2X2X3 ANGLE W/ (4) #14 X 3/4" EMBED TAPCON EACH SIDE TEK EACH SIDE COLUMN / CARRIER SECTION 2X3X.09.5" SCREEN CHANNEL TYPICAL 1/4" DIA. BOLT 2X2X EA. SIDE WA2).125" ANGLE SPANDRELS #14 TEKS ROOF BEAM BEAM TO SPANDREL _ RECEIVING CHANNEL W/ c 11 P�I 10P FLANGE SMS EXISTING ROOF 1NSFECTORS ROOF BEAMFTHA p I ORDgqtiR Al APP!'`'r 3" PAN ROOF PANEL O 121, D.C. LAG n lY `d)1H RECEIVING CHANNEL W/ PROVIDE SHIM IF FA: BEAM TO BEAM CONNECTION (3) #1140�1 4" SMS SQUARE CUT PAN OM ROOF PAN TO FASCIA 15" TYP. 2x7 TO 009„ 2X10 BEAM PLATE • • ' ' FOR SMS'S: ti #14 TEKS O 18" O.C. (16) {j14 TEKS MIN. EACH SIDE ADD 4) MORE FOR SPANS OVER 33 FEET (12) #14 TEKS AT 2X6 OR SMALLER GUSSET AT RIDGE & MANSARD 1X2X 1 /4" ANGLE — #14 O EXISTING ROOF 12" O.C. 1/4" X 2-1/2" LAG O 16" O.C. ------- ----------� --- - t1/4" X 2-1/2" LAG INTO STUDS BEYOND 3" INSUL. ROOF PANEL OR MIN. 2" TAPCON RECEIVING CHANNEL W/ O 16" O.C. INTO (3) J14 X 3/4" SMS CMU PAN BOTTOM ENDER WASHER. 1-1/4" ROOF PAN TO WALL 3" COMPOSITE ROOF PANEL GENERAL NOTES: ALUMINUM FASTENERS SHALL BE OF ALLOY 2024— T4 2X3 PURLIN SUPPORT BEAM 1-8" MAX. 3. (CARRIER BEAM CONNECTION 2" X 2" X 1 8" SIMILAR) nl ANGLE W/ 14 2X2 X 5" X .125" ANGLE �k SMS O 6" O.C. W/(5) #14 TEKS EA. SIDE 2X2X.05" RECEIVER CHANNEL W/(2) 2X2 X .125" ANGLE #12 TEKS W/(3) #14 TEKS EA. SIDE ROOF BEAM PURLIN TO ROOF BEAM GUTTER STRAP GUTTER (2) 2X2X.125" ANGLE AT ALL BEAM CONN. E•—FASCIA MIN. (2) #14 TEKS TYP. (12) TOTAL PER BEAM O GUTTER FOR COMPOSITE ROOFS 1/4" LAG BOLT W/ 1-1/4" FENDER WASHER O 12" D.C.O BEARING AND 24" O.C. O\ NON BEARING. FOR PAN ROOF (3) EA. #8 X 1/2" LONG SMS PER 12" PANEL W/ 3/4" ALUMINUM PAN WASHER CAULK ALL EXPOSED SCREW HEAD AND WASHERS ROOF PANEL TO BEAM RECEIVING CHANNEL W/ DX 3/4" SMS O 10" D.C.0 TOP AND BOTTOM EXISTING ROOF MINIMUM THICKNESS SHALL BE 0.04" EXTRUDED ALUMINIMUM BEAM, GUSSET PLATES, POSTS, PURLINS, ANGLES AND CHANNELS SHALL BE 6005—T5 CONCRETE SLABS SHALL BE 2500 PSI CONCRETE MINIMUM ALL TAPCONS SHALL BE 5/16'' MIN. UNLESS NOTED OTHERWISE. ALL DOORS SHALL BE SELF CLOSING AND SELF LATCHING DESIGN CRITERIA WINDLOAD — 140 MPH PER 2007 FBC W/ 09 SUPPLEMENT PURLIN OR I ________________'_ ROOF BEAM 1/4" X 2-1/2" LAG EXPOSURE — "B" a" COMPOSITE O 12" Q.C. (EXPOSURE HAS BEEN VERIFIED) ROOF PANEL PROVIDE SHIM IF FASCIA IMPORTANCE FACTOR — 0.77 SQUARE CUT BEA RLIN @ GUTTER ROOF PANEL TO FASCIA MEAN ROOF HGT. — 15' PAGE DA E: Moriarty Residence FARLEY ENGINEERING LLC 12.' 1. 1 7309 Bob O'Link Way Ll Consulting Engineer #40111 — CA28108 3 of 3 Port St. Lucie 8800 N. U.S. #1, Suite #2 , Sebastian, Florida 32958 (772) 589.6229 (772) 589.2296 fax J Property Appraiser - St.Lucie County, FL Page 1 of 1 Steven T Moriarty Record: 1 of 1 Property Identification Site Address: 7309 Bob O Link Way Sec/Town/Range: 22: 36S:39 E Map ID. 33/22N Zoning: PUD PROPERTY RECORD CARD «Prey Next %> Spec.Assmnt Taxes Exemptions Permits Home Print Parcell D: 3322-505-0064-000-4 �� V\PE co Account #: 153305 y� Land Use: SF Res �•Q,� �� CitylCnty: St Lucie County Ownership and Mailing Legal Description Owner: Steven T Moriarty Nancy L Moriarty MAIDSTONE (PB 43-11) LOT 55 (OR 2181-2143) Address: 7309 Bob O'Link Way Port St Lucie FL 34986 Sales Information Assessment 2011 Final Total Land and Building Date Price Code Deed Book/Page 2011 Final: 161300 Land Value: 31500 Acres: 0.25 2/25/2005 273100 00 SP 2181 / 2143 Assessed: 161300 Building Value: 129800 4/21/1998 21320600 02 WD 1140 / 1945 Ag.Credit 0 Finished Area: 2110 SgFt Exempt: 50000 Taxable: 111300 Taxes 2461.44 BUILDING INFORMATION Exterior Features View: RoofCover: TC - Clay Tile RoofStruct: HP - Hip ExtType: HB+ -HB+ YearBlt: 2005 Frame: Grade: B+ - B+ EffYrBlt: 2005 PrimeWall: BS - CB Stucco StoryHght 0010 - 1 Story No.Units7 1 SecWall: - Interior Features BedRooms: 3 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 2 HeatType: FHA - FrcdHotAir AvgHt/FI STD 1/213ath: 0 HeatFuel: ELEC - Electric Prm.Flors: CT - Tile -Ceramic %A/C: 100 %Heated: 100 %Sprinkled 0 Special Features and Yard Items Land Information Type Y!S Qty Units Qual Cond. YrBlt. No Land Use Type Measure Depth DWBP - Drive-BrkPav Y 1 669 AV AV 2005 1 0100-SF Res 550 -Site 1 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED http://www.paslc.org/prc.asp?prclid=332250500640004 1/4/2012 0 R®150.00 Al LOT 54 , L=6Z•91 17 MAIDSTONE . A=24'01'50" P.B. 43 PAGE(S) 11,11A-11C 1 C=62.45 , CB=S 12"01'06" W N (P) WATER MANAGEMENT=%o i�=55.00 10' U.E. t l TRACT. 'B" s' o m �` 925.64 MAIDSTONE ��' - ti r� P:n B. 43, �J A --26 42 52 _� 25:��41 AGE(11, 11A •- 11C ci• 3J C ¢�� C1=3 21'3i� W n 3.5'x3.5' r CONC PAD �I')\�) . ` �. i ti )ry FND K N & 0 f 6 W! L8 # 7143 69.2 i FALLS ON W>LK EDGE) �7 N COVFRFn A ` CO J( _/ :)B ®'LINK WAY (RIGHT OF WAY VARIES) \ (UNDER CONSTRUCTION) 35.00' N 89 59 49 W CENTERLINE �, ` L�C6NXC PADJ ww 34.5' $ CENTERLINE (P) R.P. ZNG ��- F v P.I. P.C.P. TEC @ w _ WITH PK N&D LB#WITH 7143N&D CAN 20.00' �95� � 135.0® (�)(� a 89.5Cj49" E LB# 7143 I. �FND 5/8° IRON .- ROD &CAP WITH FPJD 5/8" LB# 7143 ROD & CAI' TH Q N L(YT 56 LB# 7143 } O N ^ . MAIOSTONE c� P,B. 43 I �U_ PAGE(S) 11,11A-11C �O P 0 0 . � N I Ii CENTERLINE (R GHT�OF WAY VARIES) P.I. (UNDER CONSTRUCTION) P.C.P. pK N&D Abbreviation Legend a NT 7143 "SYMBOLS SHOWN HEREON ARE NOT TO SCALE LB# C. -POINT OF CURVATURE P -PAGE TYP. -TYPICAL CHELSEA FILE NO# 05-150v 9 CONC. - CONCRETE E.J.B. - E�ECTMC R.C. - POINT OF REVERSE CURVATURE N R - NON U E - UTIUTY EASEME - 1�®CRY S"C/R Y L Er:el na SGR/PT1M Lot 55, Maidstone according to the plat thereof, recorded In Plat Book 43, page(s) 11, 11A through 11C of the Public Records of St. Lucie County, Florida. Survey Notes: I. "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER". 2. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LOT UNE OF LOT 55 MAIDSTONE AS RECORDED IN PLAT BOOK 43, PAGES 11, 11A-11C OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AS BEING S 89'59'49" E (PER THE PLAT THEREOF). 3. THE "LEGAL DESCRIPTION" HEREON WAS PREPARED BY THE SURVEYOR PER THE CLIENTS REQUEST. 4. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OR OPINION OF TITLE NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS -OF -WAY, AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS NOTED, 5. ELEVATIONS BASED ON SITE BENCHMARKS PROVIDED BY BUILDER AS SET BY OTHERS AS SHOWN ON APPROVED ON ENGINEERING AS-BUILTS. 6. NO IMPROVEMENTS BEYOND PROPERTY LINES HAVE BEEN LOCATED EXCEPT THOSE SHOWN HEREON. 11 7. BUILDING TIES SHOWN HEREON ESTABLISHED ON FINISHED WALLS AND INCLUDE EXTERIOR STUCCO AND BRICK BEYOND THE FOUNDATION. RESIDENCE ADDRESS : 7309 BOB O'LINK WAY Port St. Lucie, Florida 34986 BUILDING SETBACKS: FRONT= 25' (SIDE LOAD GARAGE) FRONT= 25' (FRONT LOAD GARAGE) REAR= 15' REAR= 3' (WITH PATIO/POOL DECK/ SCREEN) SIDE= 6' LOT GRADING TYPE "B" PROPOSED F.F. = 28.40' F.F. = 28.91' HIGH POINT OF ROAD - 27.07' MODEL• "RIVIERA" Certified To FLAGSTAR BANK, FSB, its successors and/or assigns Steven T. Moriarty and Nancy 'L. Moriarty, his wife American Pioneer Title Insurance Company D/B/A Chelsea Title Company urvlwoj's %e ificat®on. I hereby certify that the attached "BOUNDARY SURVEY" of the hereon -described property is true and correct to the best of my knowledge, information and belief as surveyed under my direction on Feburary 17, 2005. 1 further certify that this "BOUNDARY SURVEY" meets the rninimu technical standards set forth In rule 81g17-6 of the Florida A;n nistrative Code. Ralph A. Nieto, P.S.M. Professional Surveyor and Mapper Florida Registration No. 6025 C.C. -POINT OF COMPOUND CURVATURE T. - POINT OF TANGENCY POINT OF INTERSECTION C.P. - PERMANENT CONTROL POINT O.L. - POINT ON LINE R.M. - PERMANENT REFERENCE MONUMENT B. - CHORD BEARING M. -CONCRETE MONUMENT B. -PLAT BOOK RID. R. L. � R.P. R/W � EL. A/C - A IAL -RADIAL - RADIUS - ARC LENGTH - DELTA - RADIUS POINT - RIGHT-OF-WAY - CENTER LINE - ELEVATION - AIR CONDITIONER D.E. D/U F.F. BSL C.B.S. (P) (M) (C) (E) (A) - DRAINAGE EASEMENT - DRAINAGE AND UTILITY EASEMENT - FINISHED FLOOR - BUILDING SETBACK UNE - CONCRETE BLOCK STRUCTURE - PLAT - MEASURED - CALCULATED - ENGINEERING PLAN - ACTUAL _ C.L.F. -CHAIN LINK FENCE W.F. - W000 FENCE C & G - CURB & GUTTER CATV - CABLE TELEVISION RISER T - TELEPHONE RISER TRANS - TRANSFORMER PAD L.P. - LIGHT POLE P.P. - POWER POLE NG -NATURAL GROUND I.C.V. - IRRIGATION CONTROL C.O. - CLEANOUT UpST10N BOX SQ. FT. SQUARE FEET W.M. _ WATER METER F.H. - FIIiE HYDRANT N & ) - N41L AND DISC B.M. - BIiNCH MARK PVMT. - PAVEMENT F.B. - FIELD BOOK M.H. - MANHOLE FND - FOUND REC - f'fECOVERED -- E71gL11eeY5 r'�Tanners ® Landscape Architects �l�%��OrS Construction Management w w ZU C p %t e n t n e e r S C O Yn 500 West Fulton Street, Sanford, FL 32771 P.O. Pox 2808, Sanford, FL 32772 2808 __ Phone 407.322.6841 Fax: 407.330.0639 REWS�OM FINAL SURWY aY DATE JTF 2�2/05 FUUNDA77ON SURVEY JTF 7/a2,1N STAKE OUT ®L %�15jO REt! PLOT PLAN PER REV F007PRIldT JTF 6/73/i7! PLOT PLAN DJC 51128104 !'ortl fzra to of �1 u tho riza lion No. 7143