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Home My WebLink AboutSUBMITTED PAPERSa r- OFFICE USE ONLY: Date: 7 ,,)Fee Due: Receipt# �. Permit # - , ! PLANNING &DEVELOPMENT SER CES �C�y��D BUILDING & CODE REGULATION DIVIS ON Lucie 2300 Virginia Avenue �Ounty �• - Ft. Pierce, FL 34982-5652 " 772-462-1553 �I J yo `' f � ,� r oG e APPLICATION FOR ALUMINUM STR-U TU S PERMIT ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: ZCOiO l"v/4 I f :�g4 7DC. 2. PROJECT NAME: nz, SITE PLAN NAME: 3. PROPERTY TAX ID #: "Sr�Z $L w0Q & 4. LEGAL DESCRIPTION (attach extra sheets if necessary): - - _. 0 , . A _ _ tv PLAT BK 2 s I PAGE 110 5 Y BLOCK 5. 6_ PARCEL SIZE: ACRES/SQ FT_ LI I LOT DIMENSIONS S / lhl 7- SETBACKS (ACTUAL) FRONT: BACK: I RIGI TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EA( 8. N = New SG = Slab on Grade TYPE OF CONSTRUCTION n RaisedSR = Slab R = Rebuild WD Deck ❑ SCREEN ROOM ❑ NEW ❑ EXIS7 ❑ CARPORT/PATIO ROOF ❑ NEW ❑ EXIS" ❑ HABITABLE GLASS ROOM ❑ NEW ❑ EXISI. ❑ CAT 1, 2 OR 3 SUNROOM ❑ NEW ❑ EXIS ❑ UMINUM COMP. SHED ❑ NEW ❑ EXIS' /, i CYNEW ❑ EXIS' POOL ENCLOSURE ❑ M H ROOF ❑ NEW ❑ EXIS' ❑ ROOF SYST ESTRUCTtURE ❑ NEW ❑ EXIS EXISTING ACCESS El OTHER: El NEW El EXIS ❑ ALUM POOL FENCE /i TOTAL SQUARE FOOTA 9. VALUE OF CONSTRUCTION: $ / % 1 g0 The value of construction is used to determine the amount of permit fees to be asses question and/or modify the indicated value of construction if it is demonstrated that similar types of construction activities. If the value is $2500 or more, a RECORDE PRIOR TO FIRST INSPECTION. �. �n.c .. tv� • nni_n2 Reu041262010 I-Z LOT 2d l SIDE: 'e&� LEFT SIDE: V AND EVERY TYPE OF STRUCTURE) DIMENSIONS I SQUARE FEET OF CONSTRUCTION X X X X Zk X113�La X X X X OF CONSTRUCTION Z� Linear feet d. St. Lucie County reserves the right to e submitted figures are not consistent with Notice of Commencement must be submitted ----------------- ` OWNER INFORMATION NAME: ADDRESS: / CITY: :J�4. rt) 1 W-Af STATE: 9Z . zip , 2 PHONE (DAYTIME): '-t % J -q5 EMAIL: FILL IN NAME AND ADDRESS BELOW IF THE FEE SIMPLE TITLEHOLDER (PRDPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE: FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP PHONE (DAYTIME): �) CONTRACTOR INFORMATION STATE OF FLORIDA REG./CERT #: (� r/$Z�dtP ST. LUCIE C UNTY CERT #: BUSINESS NAME:J! QUALIFIER'S NAME: ADDRESS: CITY: STATE: /L PHONE (DAYTIME): �� O /'-/ 1� FAX NO. �f �« ZIP 3z�iG7 email: ARCHITECT/ENGINEER: ADDRESS: CITY: STATE: ZIP PHONE (DAYTIME): (_) NOTE: IF APPLICABLE, SUBCONTRACTOR AGREEMENTS MUST BE ATTACHED TO APPLI AND HVAC ATION FOR ROOFING, ELECTRIC, PLUMBING, ZONING REQUIREMENTS All such structures will be subject to the requirements of the ST. LUCIE COUNTY LAI, ID DEVELOPMENT CODE. ❑ 2 scaled plot plans showing lot size, dimensions of existing host structure, and proposed including front, side, rear and distance between adjacent property structures in IND aluminum addition. All setbacks I Parks shall be indicated on the plot plan. ❑ 2 sets of color photos for all storm damaged areas to be reconstructed. One pictur must include house address number for inspection verification. ( not required for construction unrelated to storms) OFFICE USE ONLY SECTION 3 • ( TOWNSHIP RANGE 2 MAP NO. 1 3� \ Additional ZONING LAND USE LOT CVG % Permits Required REPORT BIMS FEE $ MISC FEES $ TOTAL FEES $ CODE BUILDING & ZONING REVIEW FRONT PLANS REVIEW COUNTER ZONING SUPERVISOR EXAMINER VEGETATION I VALUE OF CONSTRUCTION USING I`CC TABLE DATE t%p3� �•W` INITIALS PLAN REVIEW SPECIFICATION C %_(LIST PLEASE PROVIDE ONE OF THE FOLLOWING: lU 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 PIans: Designed in accordance with any Approved Manual pe fs-489.113. (I) ANY PLANS SUBMITTED WITHOUT COMPLYING WITH THE FOLLOWING 3HALL BE RETURNED WITHOUT APPROVAL. ALL PLANS MUST BE IN INK AND ANY NOTATIONS IN PENCIL V fILL 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 81IT' x 1 I" or larger. • All relevant tables & details, if using a manual, must be properly highlighted and must match design checklists & drawings. • ions; the location of the host structure and all materials must be sized and The plan view must include all dimens identified thereon. • All elevations must be shown, including 4ch wall detail, dimensions and all aterial must be sized and identified. • be shown [Example: 2" x 8" x .072"J. All primary and secondary carrier beams, spans, spacing, gauges must • All methods of fastening or other details which are relevant to the design rr ust be identified on the Plans. • All upright column heights, sizes, spacing and gauges must be shown as fo lows: [Example: 3" x 3" x .050"l. • 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. • Barrier railings, if utilized, shall have all materials, fasteners and height sp cified and shall have self -closing, self - catching gates with picket spacing. (II) SITE CONSTRUCTED SHEDS, HAVING ANY ALUMINUM COMPONENT, Sl IALL 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 approN all 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. (II1) HABITABLE ROOMS/ADDITIONS DESIGNS SHALL MEET ALL OF THE Al OVE 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, 30 LONG AS THEY MEET ALL OF THE ABOVE REQUIREMENTS AND MUST BE IN STRICT COMPLIANCE WITH AM 4A/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 2l will be used, inclusive of the definition. (2) If designing a Category 4 or Category 5 structure, as defined in the current Edit on of 3.1.2.4 and 3.1.2.5, proper energy calculations and long form equipment sizing calculations shall be required, pu suant 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 I IOME SHALL REQUIRE: (a) A 4`h wall or a current, signed original manufacturer's attachment approval leti er 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 pro osed structure to the host house but shall assume fall fesponsibility for both structures' integrity by site specific docum ntation. Planning & Development Services Permit 1 • Building & Code Regulation Division Permitting Department 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Address 2661 CONIFER DR I Owner(s) STERLING J SEARCY FORT PIERCE 34951 Historic No Jurisdiction St. Lucie County Parcel # 1334-502-0082-000/8 S/D I Monte Carlo Country Club Unit 2 Block Lot # 201 FLU IRS Zoning IPUD I Flood Map 175E Flood Elevation Flood Zone X APPLICATION•- • - Add A New Permit Application Type Building Permit w/o subs Status Issued 1202-0031 Activity Type Other Other -Specify ALUMINUM STRUCTURE Expiration 09/17/2012 884 Permit Type Pool Enclosure Date Applied 02/02/2012 Taken By humphreya Location Mainland* -tat Fee Valuation Job Address 2661 CONIFER DR Category Type Contractor Property Owner Property Owner Contractor Contractor Name Business Address Email Sub -Trade Permit Sub -Trade Job Description Date Issued 03/21/2012 Issued By arnoldk Date Finaled Posted By Date Voided Please explain in Additional Commeni 10696 KRUGER BRIAN.D KRUGER BRIAN D KRUGER CONSTRUCTION CORP 6695 N US 1 UNIT # B VERO BEACH FL 32967 Open Contractor Phone (772) 569-5496 ext Fax (772)569-9115 Mobile- ( ) Pager b Trade Status Taken By Date Applied Issued Issued By Finaled Finaled By CONSTRUCTION INFORMATION Units 1:00 Floors � Buildings F� #Bedrooms # Bathrooms Total Sq. Ft. 0.00 Min Flood Elevation Flood Map 175E Flood Zone FCC 711>; ' ': Pool Enclosure NOC Required ® NOC Received ® NOC Expiration 02/02/2013 Setbacks Front Back 15.00 Left Side Right Side 28.42 Job Description Additional Info INSTALLATION OFA SCREEN POOL ENCLOSURE 29' X 43'10" GOING ON EXISTING POOL DECKING Please include the date and your name when adding information. PO # 1202-0030 �� N I - W SCREEN CHAWNEL — — — — — — — — — — — — a 24 O.C.IA TAPCONS 2X27 aP ANG 1V(4)4EACH 9�� NAMETA I 1N(4, 014 TEKSS FACCH SIDE F POST �— VERIFY LOCATION 00 RIDGE 3,4" 01A. X 3^ MIN EMSEd Rd 24" OVERHANG rAawN EACH SIDE FOLLOW — — —.� — — — — — e10CK PAVERS RAKE `� ^ FEAT.+- - -FLAT fi..AT I 5" SUPERGUTTER TYPICAL RaG �N N N h,}� �� • ® 12"X12"'ORWX9' I w/ (2) 05 CONT. M1 2X3 2X3 2X3 V2X3 'bT FLAT FLAT—ti�1.La "� STRIP FOOTING 2X3 N 2X3 `� 2X3 N N 2X3 N 2X3 10 (ALTERNATE) . R N N N N fiJ (� 2X3 2X3 2X3 2X3 2X3 2X3 2" 5'-10" L 7-10_--�� VERIFY 45'-4' PLAN VIEW 2X3 2X3 2X3 1-1 10 z�bb3 i �70 V-10° 2' °N so i5 A k ry, E,��. N YL C�bO 1 3 X 0 1X3 1X3 1X3 1X3 1X3 'n u1 '1• w `2X3 4t O1 REAR ELEVATION r�101 p w 2X3 CONTRACTOR COPY 21 l; . W n: WAU. HIEGHT INCREASED TO—*- IF ELEVATION 9'—O" PER SITE CONDITIONS •� ...�. �.* 4 RIGHT SIDE ELEVATION P mT SEiARCY RESIDENCE FARLEY ENGINEERING LLC 02.01.12 2861 CONIFER DRIVE Consulting Engineer #40111 — CA28108 L of 3 03.20.12 FT. PIERCE, FL 13800 N. U.S. #1, Suite #2 , Sebastian, Florida 32958 (772)58a.6220 (772) 09,2290 fax REAR ELEVATION r�101 p w 2X3 CONTRACTOR COPY 21 l; . W n: WAU. HIEGHT INCREASED TO—*- IF ELEVATION 9'—O" PER SITE CONDITIONS •� ...�. �.* 4 RIGHT SIDE ELEVATION P mT SEiARCY RESIDENCE FARLEY ENGINEERING LLC 02.01.12 2861 CONIFER DRIVE Consulting Engineer #40111 — CA28108 L of 3 03.20.12 FT. PIERCE, FL 13800 N. U.S. #1, Suite #2 , Sebastian, Florida 32958 (772)58a.6220 (772) 09,2290 fax TOSDA6�y CHANNEL W/ ; j4n CIA, TWONS • z1o. T P'' � K�x'Efe'eEo LX=2xl(* ANQZ Clip �',� (SO1�141iln EACH b1$'�� min. !t 3* MRI DQW CVAI EACH OR AMOK P14Y=--" 1621 12" x ta" OR IBM STRIP MOTING (AI.79RNAM) TRANSMISSION VERIFICATION REPORT TIME 03/28/2012 09:27 NAME SLC INSPECTIONS FAX 7724626443 TEL ; 7724622165 SER.0 BR0E5J278862 DATEJIME 03/28 09:27 FAX NO./NAME 917725699115 DURATION PAGE(S) 00:00:29 RESULT OK MODE STANDARD ECM I I , f VERIFY LOOAMON 00 ROCS _ wRAM r a4" ov�R�ratv+a _ , —�k —rye— _\2X3 �y t ry PVATVYrr •'j.fl l T�ICAi. 2X3 2X3 W I /X3 FLAT _ "FLAT * FLAT _ 2X3 2x3 X3 2X3 x " _ 2X3 zac 2X3 2X3 2X3 2x3 lo" VERIFY 03/07/2012 21:48 7725892296,, FARLEY ASSOCIATES PAGE 02 �r 1X3 SCREEN CHANNEL W1 1/4" DIA. TAPCONS ------��.�—....-- e PN' o.C. i 2x2cuPawc (4) Ri4 EACH 30E & 1 1 4" x 2" EM9ED TA EA. SIDE WW (4) #14 'IEKS EACH SIDE OF POST VERIFY LOCA710N 00 RIDGE 3/9" DIA. X 3" MIN EMM FOLLOW 24" OVERHANG I TAPCON EACH SIDE BRICK PAVERS — — — — — — — — RAKE qI FLAT FLAT - - -FLAT FLAT I 5" SUPERGUTTER 'a, +�cx N `7r� � 6I TYPICAL A A 12" X 12" OR 16" X 9" %I N s �.. — — J W/ (2) �Y.f' CONT. 2x3 2x3 2X3 2X31 — — FLAT -- FLAT-�- ___ FLAT 't tip"' �, .y In STRIP FOOTING CNI txv exv N 04 to (ALTERNATE) 2X3 2X3 2X3 2x3 2X3 2X3 N N N N N I !O 2X3 2X3 2X3 2X3 2X3 2X3 2" VERIFY PLAN VIEW e L I 2" iv #f2-0 Z f-vo3 l T LINTY BUIL ING DIVISIOid REVIEWED FOR COMP REVIEWED BY DATE S P IIT MUST BE ITPT ON JOB I. BE MADE. 24 2X3 2x3 2x3 ENSPECTI d O AM N 3 X N 1X3 lX3 1X3 1X3 1X3 iX3 ee77 X N Lo ` 0 O 3 2X 2X3 X3 2X REAR ELEVATION -3 1X3 N 1X3 1�X33 a 1X3 1X3 1X3. ^0 ea �� e2X.� 193 2X3 2X3 '2X3 2X3 2X3 2X3 2X3 2X3 a a 3 i°' 1X3 1X3 TX3 1X3 1X3 X 1 3 N :0411: * WALL HIEGHT INCREASED T 9'-0" PER SITE CONDITIONS r F E I E V q TI O I- !'1 RIGHT SIDE ELEVATION ,,.rR�.., �`b4 SEARCY RESIDENCE FARLEY ENGINEERING LLC 42.01.12 2661 CONIFER DRIVE L Conuulting Enginaar ,#40111 �- CA28108 1 Of 3 03,20,12 FT. PIERCE, FL 8800 N. U.S. #1, Suite I#2 , Subaatian, Florido 32958 I (n2) 559.6220 (nz) see.22ee tnp 1 —j 03/07/2012 21:48 7725892296 FARLEY ASSOCIATES _ PAGE 01 FARLEY ENGINEERING, LLC 8800 North US 1 Ste 2, Sebastian., Florida 82958 (772) 589-6229 (772) $89-2296 fax Frank Farley PE 40111 CA 28108 FAX COVER Ken Arnold 772-462-6443 DATE : 20 MARCH 2O12 PROJECT : SEARCY RESIDENCE PERMIT # SLC 1202-0031 REGARDING : REVISED SHEET 1 OF 3 FROM : FRANK FARLEY, PE PLEASE SEE ATTACKED REVISED SHEET 1 OF 3 SHOWING REVISED WALL HEIGHT AS DETERMINED IN FIELD. :'.r' L11 2ED12 11: �a , 72 r 7 0596' r 2 ... TO: CRYSTAL Page 1 C`, i ' I — Office - 772-669-5496 Fax -772-569-9115 66Q--l- NcV,-h US 1, Spite B \A-ro Bauch, FL °2467 -POFISA� . LAIX ; , SO T. 97, REE' •::Tf, ST tTC Ar10 21P CRYSTAL POOLS 2011-12-2817'35'50 (G,%,47) CONSTRUCTION Aluminum Division Lic. ✓a CBC032096 DHwNe Jnp N:\ME _ CATt. o]ISN& J013 TYPE �1LCLSr�X�' - C101.0F2. SCREE^: ! '�:OA CRAY MES1- 8114 SOFFIT `: E . =r1 L!WTNFE^ - I"A,rIA a- 3.. - ^CK ?LATE.. 7_a, GJ-AS5 CHAiF RAIL PA^l R•30F iNSDI TFE' 000RS 4P Li RI•tr OGLROOF 1 JSA.RG ir1� I-V FLaI' EEWMS —T ROOF .50, FT. $70 '%PIALI.S0.F %SL Hal';I.rr PAGE 01 `;137920�OG Frcm C�R:S Th''Jh1!k Brian D. Kruger Builr.lr� Contractor Chris Thomas SaIQs MpnpCS'r ❑r., F_/ JCB r`HCN' — :j I ' 1 , f j lit KNEE WALL pr,t, rCJ!;.^.;tC? ,,.iia, ❑b�„ ;G Cj:;r{;i:Or15. `:' '11� St;."7 C` _ r� ! i MG. Propose /ters"yn._ ,is _..al crr ; r-cnm�, gin; r•:>, — { (m?rt n t7e hcCr --S t•GIIO\+.'9: G� 7 jt cr $, .__. —__ O I rc 6 Cv4 r;rr r.;rrUIG'inr, flu v4Criy) \'.•t!! bB Chilr:?dJI, 11rC :!� Faac�^e•->v r,+.`t •yO'.�v. ... u� ' �..r'C a a!enJe::: roC1'Ge.+• +v'Y'. Cn�^r.: ;r(i ' •: nyr '. 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SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3670464 OR BO( -' ` 359 PAGE 2079, Recorded 02/02/2012 ,--- '.2: 09 PM NOTICE OF COMMENCEMENT TO BE COMPLETED WHEN CONSTRUCTION VALUE EXCEEDS $2,500.00 PERMIT #: TAX FOLIO State of Florida, County of Indian River, the undersigned hereby gives notice that improvement will be made to certain real property, and In accordance with chapter 713, Florida statutes, the following information is provided in this notice of Commencement. 1, LEGAL DESCRIPTION OF PROPERTY (AND STREET ADDRESS IF AVAILABLE): MONTE CARLO COUNTRY CLUB -UNIT TWO- LOT 201 (OR 3251-1658) 2661 Conifer Dr Fort Pierce FL 34951 2, GENERAL DESCRIPTION OF IMPROVEMENT: INSTALLING SCREEN ENCLOSURE 3, ®OWNER INFORMATION or [-]LESSEE INFORMATION (If Lessee contracted for the improvement) a. Name: 4 S-6d,, 4:,r C ? S ,g ec H Address: 2661 Conifer Dr Fort Pie L 34951 Interest in property: Name and address of fee simple title holder (if other than owner): 4. CONTRACTOR: a. Name: KRUGER ALUMINUM Address: 6695 N. USI, VERO BEACH ,FL., 32967 b. Phone number. 5. SURETY COMPANY (IF Applicable, a copy of the payment bond Is attached): a. Name & Address: b. Phone number: Bond amount: 6, LENDER/MORTGAGE COMPANY: a. Name & Address: b. Phone number: 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: a. Name & Address: b. Phone number: fax number: 8. IN ADDITION TO HIMSELF OR HERSELF, a. Owner designates of to receive a copy of the Genor's notice as provided in section 713.13(1) (b), Florida statues. b. Phone number: 9. EXPIRATION DATE OF NOTICE OF COMMENCEMENT: (THE EXPIRATION DATE IS ONE (1) YEAR FROMTHE DATE OF RECORDING UNLESS A DIFFERENT DATE IS SPECIFIED). 772-569-5496 WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENTARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 71&13, FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR UAPROVEMENTSTO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 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 4ECTION 92.525, FLORIDA STATUTES SIGf1ATU E OF O ER LE E or OWNER'S AUTHORIZED OFFICER/DIRECTOR/PARTNER/MANAGER SIGNATORY'S TITLE/OFFICE THE cFOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS 30B' DAY OF JANUARY 20 1� BY: -t .� GCrji:':: �Y.4 rc AS FOR NAME OF PERSON TYPE OF AUTHORITY NAME OF PARTY ON BEHALF OF WHOM INSTRUMENT WAS EXECUTED XOPERSO A Y KNOWN OR OPRODUCED IDENTIFICATION TYPE OF IDENTIFICATION PRODUCED #-- s r-. NOTARY IGNATURE NOTARY PRINTED NAME NOTARY SEAL A;•,,, ,IAtAES E P.OUAN My COMMISSION If DD 003726 _ . EXPIRES:November.202 • , S B.,kdTtw Ru WPM6c STATE Of FLORIDA ST. LUCIE COUNTY THIS ISTOURTIFYTHATTHISISA ,itc' TRUE AND CORRECT COPY OF THE ORIGINAL. RT7 JOSEWXAMITHALER By: We: 02/03/2012 16:12 7725659115 KRUGER PAGE 04 0031 Cyp'Tl�'XCA.'�I(�N: and to obtain; a 'Phis application is hereby made ill ordertoobtain orepermit to do the work and uastaliations as indict+Y4 certsiicate of capacity, if applicable, for thepermitted 17AILURE TO RECORD A NOTICE OF cOMN[ENCINT MAY RESULT IN YOU NOTIC>� TO ClW1VEIt: PAYING TWICE FOR 11dIPROVEMENTS TO YOUR PROFF-RTY. IF YOUAND TO OBTAIN FINANCING, I OCEMENT OER OR AN ATTORNEY BEFORE RECORDING YOURNOTICE OF CO NOTICE TO APPLICANT: IN THE )~VENT IT IS NOT YOUR. RIGHT TITLE ORS ST THAT k SUl WS] TO ATTACHJaNf, THE AppjICANT ATTACI ES CI HEREBY �TION LIEN LAIN NOTICE TO TkM DELIV"IER A COPY OF THE PERSON WHOSE PROPS TTO IS SUBJECT S PERMIT TO ATTACI"/ NTH AND DOES SO AS CONDITION ted wind 1. If utilizing the AA1F Guide to Aluminum Construction in high Windr mom, IAtlbl th requirement$ for�the d uilder hereby certify that the canaponel is being used, fasteners type and fastening p of the struchsre being zotles established by the county and take full responsibility for complying with tbtc submitted design permitted. - noformstion is accurate, that no work or installation has commenced prior to the 2. I further certify that all the foregoing " applicable Laws regulating construction and Ismance of a permit and that all work shall be performed in compliance with fill app and RVAC, etc-, not xoning in this jurisdiction. I understand that separate permits may be required for IELECI'1<tICAL, otherwise included with this building permit gpplicsticu. 3. i ,the Contractor / Owner Builder, have verified ht �� w�hfoundation AluAi� the s�etarequirements re and said structure will not cer of Record and is In adequate condition to withstand theuplift exceed the footprint of the structure that was in existence prior to removal by the storms. I OWNER OR COR SIGN ATUI CONTRACTOR SIGNA STATE OP FLOSTATE OF:FLORIDA COUNTY OF D 44 COUNTY OF Tile foregoing insu mient was acknowledged bofpre me me this day of!3/LGtiv 20 1 Z by— I jV � who is personally known � me, or wbo has produced ' CHRISTWMAS as id ficatian. * * MY COMMISSION N DD 910665 EXPIRES: July 26, 2013 Bonded Tlxu Budgeenrices si of The foregoing instrument was acknowledged bel`ore me by who is personally known �o me, or who has produced y as identifi n CHRIS THOMAS d * * MY COMMISSION f DD 910665 EXPIRE106, 2013 oFF °F cry Semces Signelum IWORTANT NOTICES_ • TWO (2) SIGNATURES ARE REQUIRED- EACH SIGNATURE MUST M NOTARMD. IF APPY YIN FOR THIS LISTSO P TM FRONT F TFIE AAS AN �LDICATION, TjjE O IGN T PERSONALLY APPEAPI IN TfUr, APPLICATION & THE O�LDR LISTED ON AFFIDAVIT. • ALL SIGNATURES ON ApPLICAmN SUBMITTED SHALL BE ORIGl1�TAl., SIGNED IN INK- COPIES, FAXES, OR STAMPED REPRODUCTIONS ARE PROHIBITED. • WET A PERMIT IS AVAILIBLE FOR ISSUANCE BUT IS NOT PICKED Ul' WrrM THIRTX (Sd) DAYS AFTER NOTIFICATION OF AVAILIBTLIM IT WILL BE VOIDED. IF THE APPLICATION 1,9 RESUBMI'MD, AN ADDMONAL FEE WILL BE CHARGED_ *DM `;jam d'afA�3f�S :a®Ssy v SHSJnn OSOS an am9AiaJ AddnW v JmTaun5 fo-I 9Nt4if69 Q s3m im4ou Jo usaogs SWFM sPaunpoomm ! aeogo latcpM ou wo' oaatA ww mLRjFf pto %vvqOjs 'LW CL4 uctBwS o& lwtwnd 's3 *Alia4gio uW i ma 30 9—Lta69 Mdoqa iI awddow 7p -jna 3Q oPI—ti -4 Aq Ws - 'ep-p=W pajuqog cur eta seadntoo 11 tuv W- A- .capon pate som trashy pEn—d- Asians atA join Ll A4 NOLLVOL41 waviLm sots W 1. Ammum Wm "WA am IN3M= ALMIA fum wm� m Caa V 9/9 im m I"mvcI Ja3m - ce sM a ID cw* :R an Nme.619 ONIM Q E` t b S3ui9s uml-, Q ,.,tom _ F+ aiI A � / aZV.Gs s gill ]z tie wi - 0 s t t s a A a e Zmz 4 a two G'�i . % ppWWggii fA t i b t �s samoo 61110T 3L14� icn m1 I 2" 1X3 SCREEN CHANNEL W/ 1/4" DIA. TAPCONS -------------- O 24" O.C. I 2X2X3 CUP ANGLE (4) #14 EACH SIDE do (1) 1/4" X 2" EMBED TAPCON EA. SIDE L2X2X2X1/4 ANGLE CUP W/ (4) #14 TEKS EACH SIDE OF POST VERIFY LOCATION 00 RIDGE E— 3/8" DIA. X 3" MIN EMBED 24" OVERHANG EACH SIDE FOLLOW1,///--TAPCON — — —� e BRICK PAVERS RAKE 110 FLAT FLAT FLAT 5" SUPERGUTTER M oI TYPICAL \X3 X X }� �i W YI O O 12"X12"OR 16"X9" N Nti 0 � - — — — — _ —JW/ (2) #5 CONT. 2X3 2X3 2X31 ----- ------------FLAT FLAT!� +�STRIP ti LO 210t- FOOTING N N N N m(ALTERNATE) 2X3 2X3 2X3 2X3 2X3 Ln N N N N N �p 2X3 2X3 2X3 2X3 2X3 2X3 M n n Lr) Lr) N N N N PLAN VIEW 7'-10" 2" N �202 oa3 r COTJNTY BUDDING DIVISION REVIENVED FOR CO CE REVIEVVE BY DATE 2 '1R T MUST BE KTPT ON JOB T WELL BE MADE. 2X3 2X.1 2X3 ZX3 SPECTIy X2X X 2X3 N X 2X3 N X 2X3 N (0 2X3 N 2X3 1X3 k3 1X3 1X3 1X3 1X3 1X3 �� x X N X N 2X3 X 2X3 `V X 2X3 N X 2X3 N X 2X3 N 2X3 N O °0 2 2X3 REAR ELEVATION F L'r,7= 'r' y-, _i 4k„ 2X3 2X� �2X 2X3 2X3 2X3 2X3 1X3 p A M I ry2X3 N _ I 00 3 1X3 M M ?r3 X N 2X3 N a e . ` Galls 1X3 X X jg3 2X3 N 1X3 X 2X3 N 1X3 X 2X3 N " . 2X3 ;a f 1 1X�a 1X3 1X3 1X3 1X3 1X3 1X3 iAo Ixo 1AJ e d �a LF� E:® EVATION RIGHT SIDE ELEVATION mo°° e�ao ° p e e . SEARCY RESIDENCE FARLEY ENGINEERING LLC uAs r fi¢ a.�eov�®ems 2661 CONIFER DRIVE gg00 Consulting SO9teeer #4 111 —i CA Florida0832958 1 of 3 FT. PIERCE, FL If (772) 589L..6229 (772) 589.2296 fax t 1X3 SCREEN CHANNEL W/ 1/4" DIA. TAPCONS O 24" O.C. 2X2X3 CLIP ANGLE (4) #14 EACH SIDE do (1) 1/4" X 2" EMBED TAPCON EA. SIDE L2X2X2X1/4 ANGLE CUP W/ (4) #14 TEKS EACH SIDE OF POST 3/8" DIA. X 3" MIN EMBED TAPCON EACH SIDE 6L (1) #5 CONT MONO FOOTING (2) #12 TEKS T `I� EACH CUP I r-RECEIVER CHANNEL 1X2 SCREEN CHANNEL W/ 1/4" DIA. TAPCON O 24" 0L (2" EMBED �\ 2X2X.125" AN J \ EACH SIDE N 2) #14 TEKS AND (1) 1/4" X 2" EMBED TAPCON TYPICAL ADD (1) 2X2 ANGLE EACH SIDE TO SPANS OVER 30' ROOF BEAM TO MASONRY 1/4" LAG O 24" AT GUTTER 2x3 P7:�' UN L TYPICAL RAIL 2X3X0.05" T �� STRUCT. FASCIA SHIM RECIEVER CHANNEL W/ (2) #14 TEKS 5" SUPER GUTTER CHAIR RAIL TO POST PURLIN ® SUPER GUTTER PURUN (2X3) -� 1X5X7/8X8" EACH STRUCT. FASCIA RAIL �2X3X.05" .09" PLATE 12 TEKS TYP. MEMBER OTEKS)VER 2' n #4NS POST.05" BRACE K—BRACE ALTERNATE 2X3 W/ 1X3 i BM W/ (3) 1/4" DOUBLE X 3" LAGS SLEEVES (3) #12 TEKS CHHANNANNEL EL 2X2X.125"X3" ANGLE W/(3) 14 TEKS 6) TOTA; 2X POST PURLIN TO POST ROOF BEAM 2X3 1/8"ANGLE BRACKET W/ (9) #14 X 3/4" SMS TO WALL MEMB. 1/8" STAINLESS STEEL CABLE DOUBLE COMPRESSION I SLEEVES 5/16" EYE BOLT WELDED CLOSED W/ DOUBLE NUT 1/4"X4" LAG O 24" 1/8" S.S.-� AT GUTTER do O CABLE EACH SIDE OF SHIM 1X3 SHIM 5" SUPER GUTTER iV 2X2X 125"X4'. ANGLE EACH SIDE W/ (4) #14 TEKS 5-5/8" X 1-1/4" X 1/8" 2 3 8 SLEEVE 3/8" X 3" LAGS OVER 36" SPAN USE (3) FLAT BAR AN' CHOR BEAM ® SUPER GUTTER CABLE BRACE ALTERNATE 2X3X.05" BRACE ROOF BEAM 2X3X.05" RAIL 2X3 RECEIVER .09" PLATE • :.� y CHANNEL 2X3 W/ 1X3 2X2X.125"XY' • (4) #14 TEKS (4) #12 •i�• ANGLE W/(3) • TEKS;- 14 TEKS • 2X2X.125" f� 6) T e0�/fen@Qsg w/(2) j)14 •. • (2) $12 TEKS rYP. 2X3 ®�� 7 V • aj ®�0, �S EACH MEMBER (SPANS OVER 32' USE 14 TEKS) (2) #12 TEKS j EA SIDE E J POST A.1 o 90 ` 40 e t 8KAL' b Noo-2x o �<. ROOF B A T POS RAC' G K—BRACE ALTERNATE (DIAGONAL AT ROOF) aP E: E ;�'• a SEARCY RESIDENCE FARLEY ENGINEERING LLC 2661 CONIFER DRIVE Consulting Engineer#40111 — CA28108 FT. PIERCE, FL 88(az sa szzst, suite #2 , Sebastian, 5892296fox 2X CARRIER BEAM TO COLUMN (—(6) #14 X 2" TEKS NE 2X2 ANGLE (4) #14 X 3/4" TEKS EACH SIDE 3=1/8" ALUM COLUMN (1) 3/8 " X 2" 2X2X3 ANGLE W/ EMBED TAPCON (4) #14 X 3/4" EACH SIDE TEK EACH SIDE COLUMN / CARRIER SECTION 2X3X.09.5" SCREEN CHANNEL TYPICAL 1/4" DIA. BOLT 2X2X.125" ANGLE SPANDRELS EA. SIDE W/(2) 0 SPANDREL—:)- ROOF BEAM BEAM TO SPANDREL ROOF BEAM I �2X2X.125" ANGLE (2) #14 TEKS BEAM TO BEAM CONNECTION 15" TYP. 20 TO 2X10 BEAM 0.09" PLATE ••••• ••••• ••••• ••••• FOR SMB'S: J �! #14 TEKS O 18" O.C. (16) #14 TEKS MIN. EACH SIDE ADD 4) MORE FOR SPANS OVER 33 FEET (12) #14 TEKS AT 2X6 OR SMALLER GUSSET AT RIDGE & MANSARD RECEIVING CHANNEL W/ (TOP FFLANGE 4" SMS EXISTING ROOF �� Lp"ROVIDE 1/4" X LAG 3" PAN ROOF PANEL O 12" O.C..C.RECEIVING CHANNEL SHIM IF FA! (3) #14 X 3/4" SMSW/ SQUARE CUT PAN BOTTOM ROOF PAN TO FASCIA 1=1/4" ANGLE — #14 O \—EXISTING ROOF 12" O.C. 1/4" X 2-1/2" LAG O 16" O.C. _ ___ _____��1/4" 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) #14 X 3/4" SMS CMU PAN BOTTOM FENDER yy OLT MER.. 1-1/4" ROOF PAN TO WALL 3" COMPOSITE ROOF P'Na GENERAL NOTES: ALUMINUM FASTENERS SHALL BE OF ALLOY 2024—T4 2X3 PURUN 1'-8" MAX. SUPPORT BEAM (CARRIER BEAM CONNECTION 2" x 2" x 1 8' SIMILAR) ANGLE W/ 14 L2X2 X 5" X .125" ANGLE SMS O 6" O.C. W/(5) #14 TEKS EA. SIDE 2X2X.05" RECEIVER 2X2 X .125" ANGLE #12 TEKS CHANNEL W/(2) W/(3) #14 TEKS EA. SIDE ROOF BEAM PURLIN TO ROOF BEAM GUTTER STRAP (2) 2X2X.125" ANGLE GUTTER AT ALL BEAM CONN. I�FASCIA MIN. (2) #14 TEKS TYP. (12) TOTAL PER BEAM O GUTTER ok o � • e �®G F 4 o 401 1 • o .� ® *ibE LIN d GUTTER e ° ° FOR COMPOSITE ROOFS 1/4" LAG BOLT W/ 1-1/4" FENDER WASHER O 12" O.0 .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/ #14 X 3/4" SMS O 10"' O.C. TOP AND BOTTOM r9 •p ^a 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 — 130 MPH PER 2007 FBC W/ vi 09 SUPPLEMENT _ � �t/a" x LAG 3" COMPOSITE O 12" O.C. (EXPOSURE HAS BEEN VERIFIED) D.C. ROOF PANEL PROVIDE SHIM IF FASCIA SQUARE CUT ROOF PANEL TO FASCIA IMPORTANCE FACTOR — 0.77 MEAN ROOF HGT. — 15' SEARCY RESIDE�J;C�F %"aAfiL ENGINEERING LLC 2661 CONIFER [�RIV �r z91 su�ti' g Engineer #40111 — CA28108 Loc+N. R1°JG`� e'u.s. 1, Salta j/2 ,Sebastian, Florida 32958 FT. PIERCE, FL (772) 589.6 9 (772) 589.2296 fax J