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HomeMy WebLinkAboutSUBMITTED PAPERS, )FFICE USE ONLY: Date:') I Otj 114e4 Due: Receipt# Permit # Ili q \ ) - SCANNED PLANNING & DEVELOPMENT SERVICES By BUILDING & CODE REGULATION DIVISION -St. 2300 Virginia Avenue Y 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 I . LOCATION/SITE ADDRESS: 5208 E Echo Pines Cr Fort Pierce, FL 34951 2. PROJECT NAME: Morrisette SITE PLAN NAME: 3. PROPERTY TAX ID #: 1312-801-0190-000-8 4. LEGAL DESCRIPTION (attach extra sheets if necessary): Holiday Pines S/D — Phase 11—B Lot 387 5. PLAT BK PAGE BLOCK LOT 387 6. PARCEL SIZE: ACRES/SQ FT. 0.23 Acres LOT DIMENSIONS 7. SETBACKS (ACTUAL) FRONT: BACK: 3 RIGHT SIDE: 441 LEFT SIDE: to 8. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES -FOR EACH AND EVERY TYPE OF STRUCTURE) TYPE OF CONSTRUCTION N = New A = Addition R = Rebuild SG = Slab on Grade SR = Raised Slab WD = Wood Deck DIMENSIONS SQUARE FEET OF CONSTRUCTION ❑ SCREEN ROOM ❑ NEW ❑ EXISTING X PATIO ROOF -Iff9NEW ❑ EXISTING 10' X 14' ❑ HABITABLE GLASS ROOM ❑ NEW ❑ EXISTING X ❑ CAT 1, 2 OR 3 SUNROOM ❑ NEW ❑ EXISTING X ❑ ALUMINUM COMP. SHED ❑ NEW ❑ EXISTING X Cyr POOL ENCLOSURE N SR Z1, NEW ❑ EXISTING 3 ' X ' ❑ M H ROOF OVER ❑ NEW :- D , EXISTING X ❑ ROOF SYSTEM OVER EXISTING ACCESSORY STRUCTURE ❑ NEW ❑" EXXISTING X ❑ OTHER: ❑ NEW ❑ EXISTING X ❑ ALUM POOL FENCE Linear feet TOTALSQUARE FOOTAGE OF CONSTRUCTION 9. VALUE OF CONSTRUCTION: $ 9, 950.00 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 PRIOR TO FIRST INSPECTION. SLCCDV Form No.: 001-02 Rev.04/26/2010 OWNER INFORMATION NAME: Katherine Morrisette ADDRESS: 5208 E Echo Pines Crf CITY: Fort Pierce STATE: FL ZIP 34951 PHONE (DAYTIME): (631) 523.5295 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: ZIP PHONE (DAYTIME): () CONTRACTOR INFORMATION STATE OF FLORIDA REG./CERT #: R X 1 1066919 ST. LUCIE COUNTY CERT #: 4763 BUSINESS NAME: Pioneer Screen rn InC TT QUALIFIER'S NAME: Michael Newman ADDRESS: 1 682gW Ri 1 t-mnra St CITY: Port ai nt T.iici e STATE: FL ZIP 34984 PHONE (DAYTIME): 7 72) 340-4393 FAXNO. 340-4626 emailpioneerscreen(�msn.com ARCHITECT/ENGINEER: Do Kim & Associates - ADDRESS: PO BOX 10039 CITY: Tampa STATE: FL ZIP 33679 PHONE (DAYTIME): @L3_) 857.9955 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 MAP NO. Additional ZONING -� LAND USE LOT CVG % ! Pen -nits Required REPORT I l BIMS FEE MISC FEES $ TOTAL FEES CODE BUILDING & ZONING REVIEW FRONT PLANS VALUE OF CONSTRUCTION REVIEW COUNTER ZONING SUPERVISOR EXAMINER VEGETATION USING ICC TABLE DATE COMPLETE o�J'�"0✓�� J ��y ��OC.i���� A INNTNALS � -A 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, 1 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. 1 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. 1 , the Contractor / Owner Builder, have verified that the existing foundation me s the reqWrements of the Engineer of Record a;70tnt 'rin adequa condition to withstand the uplift and weight of the alu um stru a and said structure will not exceed thprio e structure that was in existence prior to removal by t storms. OW OR CONTRACTOR SIGNATURE - Z. OF FLORIDA COUNTY OF S-I . LLL-e -� e- CONTRACTORSOGNATURE STATE OF FLORIDA COUNTY OF S+ . L-L'-' 1 -e- The foregoing instrument was acknowledged before me The foregoing instrument was acknowledged before me me this 1� d�2ay of )DrLt(AYI , 20 i 4- , me this day of re rya r q , 20 14- , by M 1 J)ae-% 1 eLJmcun by i C.hUe-( 2AA) who is personally known who hvtz who is persorwLly kno ns"Lm�55 WALLACE "-� ! '"`s4 ; BEVERLY S WALLACE � MY COMMISSION produced =': pN # EE830250 roduced # EE83025i EXPIRES November 03, 2016 (407) 398-0753 em 03, 2016 Flondallotary$eryme �n, as identification. (ao7)39a-o�s3 Flondallota 22ervce.com s identification. qS�,UJOLO-&i- (Seal) �• �� Seal) Signature of No ry Signature of Nota - IMPORTANT NOTICES: • 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. • WHEN A PERMIT IS AVAILIBLE FOR ISSUANCE `BUT 1S� NOT PICKED UP WITHIN THIRTY (30) DAYS AFTER NOTIFICATION OF AVAILIBILITY, IT WILL BE VOIDED. IF THE APPLICATION IS RESUBMITTED, AN ADDITIONAL FEE WILL BE CHARGED. y ti PLAN REVIEW SPECIFICATION CHECKLIST PLEASE PROVIDE ONE OF THE FOLLOWING: LJ 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. (1) 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 1 1" 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 4"' wall detail, dimensions and all material must be sized and identified. • All primary and secondary carrier beams, spans, spacing, gauges must be shown [Example: 2" x 8" x .072"]. • 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. • Barrier railings, if utilized, shall have all materials, fasteners and height specified and shall have self -closing, self - catching gates with picket spacing. (1I) SITE CONSTRUCTED SHEDS, HAVING ANYALUMINUM 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 4"' 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 full responsibility for both structures' integrity by site specific documentation. ;'{�., x,r '.�• r +•A t �y t 1 :.A%rl➢1� P�M•. , tM i r P FV 'Qjl r ..4 fZ 4�+ r ti..' f� � ,..+ a.,+.,• _ tt. 'f � ::u•J to y�; ', �7 n- j r. .. j� � � '� � P4 '�`+i�' �' + 1• 5 J w R�� r �! �'� Ptp i � P � y 1• �� 1"hi''1 4.ur� / 7�t.9 �i�`1 �. � �.✓�i�i 1 �JV1 t ��. �'.{�, �A.A.A/+r' 1� �J >1 i //a�' ^.:. � y��r: `;`r{y,{y• f:A /� . + cx1f + +„�. c i P �r^yypp``..'.'.y K f 71 ,rn 4. - iiYY11GG�y , r''.ry p L �S�p{�4 � it � a`i� A•srF 1 ,�y p•'r�'r P.. i. 79 '"�� � ,PCW '* - ' ,�.P `-{'fir-'.•�s'r� r � � v�ti �. ...Ww�..4 •�{� t�. • M1 N�• $35 �* h. £ '' J' tl�'�• a..... � __. ..", a .r'i ., jFnW:_,w.....:W...� ,t+. Ma..-• .,.i' :,r � 4f V `Tq Me: K-`�".y �r � ,��J � t �� i"� �', !G t yt;, r "':r+k "� i. fl+�,lr>��e'�.'i•� xj _ n;� ,ter•• t a�'r, ,�- "- s r �.. + w t � 4;� .xdnU • r nn'rnrw+RV�km f�' ��'i� a•Ik^�G _ �1��F;A ..•� �w_i� ` �, •^I�a 4•u - i � d 9: M 1' y.. I 02/24/2014 10:03 3404626 PAGE 01 ,iOSEPH E. SNNTH. CLERK OF THE CIRCUIT LOUR',_ SAINT L.UCIE COUNTY FILE at '92e489 02'V9:2014 at 10:59 AiN1 •DR 500K 2605 PAGE 934 .93d Doc Type. NC RECORDING $10 OG 'CE OF COMMENCEMENT Clio No. I'`' 1Z- $0 (- 0 140 — 00 d I40"? r o AL°,� auvernent wui be made to certain real property, and in accordance with Chapter 713 Florida Statutes N P P Y� P ' the following information is provided in this Notice of Commencement. Legal Description of Property: (and street address if available): 1y _ i�OtItJAY P1NGi /2) pF1E}se a LoT ! -- General description of improvement; AI A r-n i r,u rn Owner information or Name Address Information if the Lessee contracted for the improvement: W41 Interest in property: D W ►1 ER Name and address of fee simple titleholder (if different from Owner listed above): Contractor's Name: Contractor Address: t— Phone Number: Surety (if applicable, a copy of the payment bond is attached): Amount of bond: S Name and address: Phone number: Lender Name: Phone Number: Lender's address: 1.1. 34-P-_-43G,3 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: Phone Number: In addition to himself Or herself, Owner designates of __ to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number of person or entity designated by owner: Expiration date of notice of commencement: (the expl ration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713,13, FLORIDA STATUTES, AND CAN RESULT iN YOUR PAYING TWICE FOR IMPROVEMENTS TO 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 penalty of perjury, 1 declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my know�dge and belief. ^ t- of Owner or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager (Signatory's Title/Office) The foregoing instrument was acknowledged before me this �Wd y of w , 20 L4, By OY,l, as ( _.-) r,Gy" for --- Name of Person Type of authority (e.g.officer trustee) Party on behalf of whom instrument was executled J 1 C�Ct Pers!p wn=or produced Identification (Signature o ota Public - State of Florida) '� y,l• (print, Type, or Sta p Commissioned Name of Notary Pu T" 9EV RLY S a(wi ation produced MY COMMISSION p EE830250 EXPIRES Novamtier 03, 2016 ,401 009-0153 Ffonde NiC@.a'nm !! K t• 1 M `} L ", ,. y. �1 •,� T �` m ! ST LCI-CIE C, GUNTY DUiLL _ •. e =m z it IdEWi$'EI) FOR C®�LPY E. + DIVISIG N R5 C co N C9a REVIEWED D1' j DATEPLAN �f SrsE Mgr o��; pus ®I� iV® Ii�'Si ECTIO?d «'II T BE WDE, I 11 'n. 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BprTOI suit O 0 0 0 0°O°O°t O°o°o°o°O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0< O o 0 0 o O O O O O O O o o O O O o 0 pnsrK i- FW PmcLSQEI (OR) fSFE RAN Palls TN xAx f]firalpEa m Spa Ne.DFR FADIY'!S>� ��EN�'1 RV us mn—ata alalrEL — lmL TNIILEm VriN Npl DI' sANII1a lEa zp9Ev ! Et• DG ENrpE LENarx a Prpm+rc ouxrlL L (.) 0'2a •Sal mp,) FASCIA TD WI R.aFTER Tad �a �� w/ w V/ N Ia N �' lIIG PAN NFAp lAp SRSVS Rapti ATTA[RpG RELEIVEID CNI1H61 (MT RI SIIDFD) ]#fie• W L r — FK TD BE 2.6 011PU SPr. (QpOR IS lair ALT.£PTai°. S10LTWIL QUA E NDl SELVS FASCIA To FAfH RAPIER TML V/ al W...• LING row IlAO lAp sE¢vs HiTlS ATTA(a11Na SLM QITTER SpiilT �I � , SFAIAN� -m-ts•r Tlaalal mr an16•! Q0` S a ea• me m ! lds arNl LepATrONe Fro SIM lf• ! . zlf' Luc vmo LAG soav w K• l . ew• LAai NASQRr A11pQta ! er• vc NAx -.- 00 a12a1/1• S (A) FMI lac (1YP.) CARRIER BEAM TO FASCIA CONNECTION oo°00000000 o°o°o°o°o° DETAIL o o o is 0 :'T••r, aAmAr w vwm !IA SMS. V/iNTCOUL al•! VASTER aNp rA310=T! 12 DG. mP . WIIIX EYTl1®w mIJO:-roam PDa IEADW F65Tuaaa !�®mSJLS V/11( TIONR�� VASTER Alm NEOFT+°E 61 IE¢]Vlrai OMMQ mL1v NM TIQOpEit) VITN MIX De• a—iP,G LDI aA4¢r ! Ie• vt General Notes and Specifications. SCREEN ROOF TO COMPOSITE ROOF E Contractor stall field verify 611 dimensions hfve csostrudica and sba0 eatify erglneer of dscrepmies for is-"oto CONNECTION DETAIL consideration. s3ra am 7 Concrete shall be as 28 de, f coapress'se st; englh of tc.-M psi, r.A be R auo(dzue vitb flit rey�•eaents sf AO 318. Rebt rCog steel shaft bare a ch Tratd strent% of A0,000 Cori (grade 40) and be proa ail with rover in attandante with All 3L 1 All dne lions are ptovided by contratter, 03 K-m E Associales, LLE have made ter ekativa where nece=y. _ "�• A, The followay strathgas are des] M. to U attatIM to ttocb and wK-0 frm struchrts of adctsele Stnrctval cepaa'ry. Thor �• _:y: conl;adw shall aerify that tote host stroctare is b goad coalition and of sufficient stroth to held ttra proposed addition, 0 There Is a Tlestion abos;t the lost sbvcture, tine ovnv tat Ns pwn expense) short we an arctifect or engineer to rowdy frost stmIure (opacity, 3 �1 S Sum dx�fy stab Se a oaxi= of Is r It s 0,013• mask Wag screen shall be removed in acvdance wA Rife 6iG2)-1t42 Alternative Beem for Strem Enclosarnz Almm:�un shad be •153 May. M-TS Alloy, or 6:6346 Ally based on irdustry, sfw-vd sfkpes, Iscimesses, ax weraftm mess otherwise ruled c, D Ir NAx v c a r•s s RTP3 Q Udess otberwrse noted SHB slat be stitched with tl0c31V $45 at 24•oz, top and botfoeL 7, Cormectim osino screw bosses shaa hate mtnozum I41- iur per DirAta on unless shown oll er isi e, wets otberwise shown, strews st.4i have nktto3e e - &stance and center•tozylter dstms as shorn in tlss table, M Wort•(iYP.) saws. M wows F/al lEp iVFApx ar 2• IDNp A SIDE) C-M taw CaOaa Steel SMS t Self-Drlfln ITE%) S rare, Dndarf StWard Scros) limpat Strew Cfan-ter i FOM: a Lester to Center t0 Edda fkstz,re ; Screw I D skaue ff0 0'58 rf FILI 8.. Stneh has been des, t t • C..- ;ect is Fit :xa the vOWe Mir.. wed sp eel. V At. a 150 vo V? set gist) for risk cakry y 11 buddlrgs and ofbe straf s Evposve Iles�o pressures we from T ie 20024, MO FEC red ced by 088 for scree( mesh factor, 0.6 for allowable stress des§n (AU), III,, Cof%teke anc ors may be *Lwge Diameter Tapcens' klhk Tap:oo =felt strews, Shpon Strang -lie AwAws or TitfaT Screws or approved equal. _m It. Afumr+wf p.S short be of alws%ue allay 31d5•Nlt v 31eS-R28. Coposde Rowel skcs stall be of Y=zlvm alloy 314S.1115 v MS-N2">. re D❑ KIM 6. ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS Po SoN 10039 Tampa, FL 33679 Tae (813) 37"321 ISSUED J WCi W c W — w U � c O 2 U U Z W a`) w c Z of U) = J Z U tL Er) a J W U ❑ OO YE M. BER P. 9 FLARE NU 49497 DO M ASS CIATES, LLC fJW 68a7 0 Tampa. FL 33679 ring No. - 060811 SHEET 3 OF 3