Loading...
HomeMy WebLinkAboutSUBMITTED PAPERSIF ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: 06f20&� 07 le� ) I., - SCANNED Permit Number: & 9 D a 23. BY RE�E��E® St. Lucie County Building Permit Application JUL 12 2016 Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential PERMIT APPLICATION FOR: Shed site built PROPOSED IMPROVEMENT LOCATION: Address: 2202 south Header Canal Road Ft Pierce FL 34945 Legal Description: Please see attached Property Tax ID #: 2224-213-0001-010-8 Site Plan Name: SHED Project Name. BARN / STORAGE Setbacks Front Back: DETAILED DESCRIPTION OF WORK: . STEEL SHED W CARPORT I N INFORMATI 1__1HVAC Gas Tank Electric Plumbing Total Sq. Ft of Construction; 900 Cost of Construction: $ 8,996.59 Right Side: on Q.Xi34in5 s�a�3 tors permit — ci Gas Piping []Sprinklers Left Side: .�-o' X a O r Lot No. NA Block No. 7 Shutters Windows/Doors Generator Roof S Ft. of First Floor: 900 Utilities:ll Sewer []Septic Building Height:13 OWNER/LESSEE: CONTRACTOR: Name JAMESAND DEBORAHPACKER , Name: Address:2202 SOUTH HEADER CANAL ROAD Company: City: FT PIERCE State: FL Zip Code: 34945 Fax: Phone No. 772 285-0836 Address: City: — State:_ Zip Code: Fax: Phone No. E-Mail:JAMESMPACKER@BELLSOUTH.NET Fill in fee simple Title Holder on next page ( if different from the Owner listed above) E-Mail: I` State or County License: If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: X Not Applicable Name: BECHTOL ENGINEERING AND TESTING MORTGAGE COMPANY: X Not Applicable Name: Address:605 WEST NEW YORK AVE. Address: City: DE LAND FLORIDA State: FL Zip: 32720 Phone: 3867358444 City: State: Zip: Phone: FEE SIMPLE TITLE HOLDER: X Not Applicable Name: BONDING COMPANY: X Not Applicable Name: Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applicbtions are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use NG TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for -ments to your property. A Notice of Commencement must be recorded and posted on the jobsite the first inspection. If you intend to obtain financing, consult with lender or an attorney before .i.T7ii 11 --�Signa.t�e of Owner/ Lessee/Agent STATE OF FLQ�tIDA COUNTY OF � \il Lo Ok— The fore�ggoing instrument was acknowledged before me this2CJ day of 20ibby JDxy\.es NA Ic�ho-P-k Pp,c1!er (Name of person acknowledging) (Signature of Notary Public- State of Florida ) Personally Known OR Produce Identification r Type of Identification Produced 1DI_ 2 Cwi-1S3—J 1 Commission No. FF©21102-00 :,4sg,,al) Revised 07/15/2014 &:C� 5 ature of Contractor/License Holder STATE OF FLORIDA COUNTY OF �l The forgoing instrument was acknowledged before me thisMdayof 20 1(o by DPbyrah \ate:I�er (Name of person acknowledging) (2A A�A —� ignature of NotanAl ublic- State of Florida ) Personally Known OR Produced Iderrit�tification r ?ype of Identification Produced'D1._ P7(c[)-M n it Commission No. FFtj2.1-73Z 0'"T.!°V4Seal) MIApYANNORp u ra t W COMMISSION# FF021738 REVIEWS FRONT ZONING SUPERVISOR PLAN$ VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE I INITIALS 541 VQ � v NOT PLATTED POB STib�iac ' P61�I -- I % - I Wig• ' 860.01 FENRCE" p F Von p 77�C�sr�E (( . Sgh ' R7RE �yy gv �. 's°uNs c OORO • . r NOT PLa7tE0 .. WE OF FL; 21 05.19' x—"g•� 0.7 - tp�G ��+ \ " t SOW[] FINCC to Na' 39'17"W 860.0 P ' FERCE trSt H 11 OF P, • `.�� r'�\'� �. • des' sm NOT PLATTED M333 • �z2o-lsx�l ��zj� ,r0 �� 10700 Okeechobee Rd. Fort Pierce FL, 34945 U Jim Packefr Address 2202 south header canal rd County st lucie City ftpierce ST FL ZIP 34945 Phone 772 2BR836 Evening e-mail jamesmpacker@bellsouth.nel Cell Tom@ccibuildings.com Offi ce:772-318.6700 -Ext. 102 Fax:772-467-1226 CCIBUILDINGS.COM USA Date 7/5/2016 Dealer Tom:772-828.5139 Office Use Only Sedai No: Run: fncunaum site Enclosed building 18x3lx11 with open loan too t2xatx8 pfddferentfran "Term ol. - t;+Ve'• ®Cash/ Check[ Financed ❑ tredit/Debi[ G.. Building Tyk _ © Barn. ❑ carport ❑ Garage -Storage ❑ RV Car... ❑UBlity ❑ Other size - Width: 18x12 Roof Length: 31 Frame Length: 30 Leg Height 1108 lostallatlon ' £'" © Ground ❑x Cement ❑ Asphalt ❑ Other "Permits, []Yes ❑ No Electric Available ® Y.. ® No Color`" Roof: g aiv Sides; charoal End: charoal Trim: ash gray x IStandard Carportl8x31 12x31 2,e42.50 Window x Optional Roof Style: ® Boxed Eave ❑ Vertical' 0.00 Extra panels x 2,5X2.5' Framing 0.00 40 Year Warranty Panel Upgrade ❑ 140 MHP ❑ 170 MPH Connection Fee: Side to Side 150.00 Extra Braces 0.00 1 Connection Fee: End to End 'J' TOM Gable Ends: ❑ Non -certified ❑ Cer00ed x Side Height: 1118, 450.00 High Wind Anchors rAr&,d-cfWemsi.l x Enclose Both Sides 180 xl1only 845.00 1150mph 0.00 xx Enclose Each End 1,680.00 is 180m h 750.00 Fremeout-Window Miscellaneous: 4' of july sale-5% 417.87 Flamm_ Door Miscellaneous: Ramsout- Garage Door.. ❑ Square ❑ 45- Degree Miscellaneous: Headerfor Side Entrance A. Sales Total 7,939,63 Side Framedut-Square Plus Side Closed Price B. Uft Fee Side Frameout- 45' (Plus Side Closed Pdoe) C. Subtotal A+B 7,939.63 1 Garage Door. Size (WXH') 10x10 1,240.00 D. Sales Tax C X Sales Tax Rate Rate 0.065 516.08 Garage DoorSae XH' E. Grand Total C+D 8,455.71 Gars eDoor.. Size XH' F. Degosit AXDeposit Rate Rste` 16% 1.190.94 1 36' x 80' Walk4n Door 400.00 1 Balance Due E- 7,264.76 NOTICE TO BUYER: This mdwdeg only Decomeeftxtva uwn eseculbn and axeptarxa bySeaer{G Bu105rgs ffids aftea in Ft Pierce FL, and uponao:ejuara by �.n .xccrwu�.u,w souga7 omstiMa the ==beaveen SeOer and Buyer, subject to meTems and CaWdemnson the reverse side hered.Dea'eraccepts for payment and not me agmtof mmufamm, umptfar reWptolpe depnvldesaIDrL above, and no ieyaemeon of Dealerswl be terrOhq on Beyer una and except ta.de exenl .Check -by -Phone,- accepted m wrtrmg by Sa%t This centred Wudes Costef insmIladbn of me UNta me address of 8vMlndtoled above upon r—aWptof dey tug pw¢Nw pnor. provided, however, rwyerstun be r omsale for pwedyVapa" the Mier Mmlejon, obtamhrg any eq&oj pgmas fix lnstagamnaltle Mend agather tams Contained on me Musa and Master Card inverse stile, whch Buyerh"adnowpdges byes signature beloxto harirg read and undastood, thdirdtdl waleut E=bti n, any.oxtlniansofsite preparaliDn, pe , M warrentmarmaWdonaf4and mjm Dewse B kx the wspaiaton.e4vA rk lipmcessN9 oforder (snonF�,. by CG Date Buyers Signature Date Dealer Signature Date �BECHTOL ENGINEERING AND TESTING, inc. J&B BUILDING SERVICES, INC. METAL UTILITY STRUCTURES INSTALLATION PLANS, DETAILS, AND FASTENER SPECIFICATIONS FOR CONSTRUCTION IN THE STATE OF FLORIDA ENCLOSED BUILDINGS HESE PLANS AND ALL PROPOSED W6hX PREPARED FOR: ST. Ic(07 .cZy5 ARE SUBJECT TO ANY CORRECTIONS 'Carports Anywher RIE LUC F -NTV RTTT nrNf nTWSION eREV)F.11 tp FOR NIP" ..��CEi n REQUIRED BY FIELD INSPECTORS THAT PO Box 830 RE V'IES1 ED BY Z�t7luch +/ MAY BE NECESSARY. -IN ORDER TOSwainsboro, Georgia 3(.�,It)E �r. PLANS AND PE.. TIT NfUST BE KEPT ON JOB I�PLI�I%IITFIALLAPPLICABL CODES. OR NO LNSPECTION WILL BE NLAJE. PREPARED BY: Bechtol Engineering and Testing, Inc. 605 West New York Avenue Deland, Florida 32720 THIS IS TO CERTIFY THAT THE FOLLOWING CALCULATIONS AND SPECIFICATIONS, SHEETS 1 THROUGH 11 OF 11, HAVE BEEN PREPARED BY THE UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF CHAPTER 16 OF THE FLORIDA BUILDING CODE FIFTH EDITION (2014). Bechtol En&ppNpfk, . Testing, Inc. % Principal Engine :en@�,1�068�3%� N •. FGOR10 t-- (9 �`� 1ST 1NAL NSULTING GEOTECHNICAL, ENVIRONMENTAL, AND MATERIALS TESTING ENGINEERS 605 West New York Avenue, Sufte A • DeLand, FL 32720-5243 • Telephone (386) 734-8444 FAX (386) 734-8541 BOX EAVE FRAME RAFTER ENCLOSED BUII rnur- (Sheets 2, 4, 5, 7, 8, 9, and 11) TYPICAL SIDE ELEVATION - HORIZONTAL ROOF Mae Ire-=T ROLL -UP DOOR SWINGINGDOOR TYPICAL END ELEVATION - HORIZONTAL ROOF S E: Ire-=1' FRAME RAFTER ENCLOSED BUILDING ROLL-UPDOOR SWINGING DOOR s 3, 4, 6, 7, 8, and 10) (As ppr.bk(� (As appGwNe) LENGTH VARIES DEPENDING ON TYPICAL SIDE ELEVATION TYPICAL END ELEVATION SME: W-1' S E- 116=1' ❑ 12 GAUGE TUBE STEEL ❑ 14 GAUGE TUBE STEEL METAL FRAMING AND SIDING PREFABRICATED BY CARPORTS ANYWHERE METAL UTILITY STRUCTURES - INSTALLATION PLANS, DETAILS, P.O. BOX 830 AND FASTENER SPECIFICATIONS SWAINSBORO, GA 30401 FOR CONSTRUCTION IN THE STATE OF FLORIDA THESE ENGINEERING DRAWINGS ARE THE PROPERTY OF PREPAREDBY.' BECHTOL ENGINEERING 8 TESTING, INC. AND AB BUILDING BECHTOL ENGINEERING AND TESTING, INC. SERVICES, INC. THESE DRAWING MAY NOT BE REPRODUCED 605 WEST NEW YORK AVENUE WITHOUT THE WRITTEN CONSENT OF BECHTOL ENGINEERING DELAND, FLORIDA 32720 & TESTING, INC., AND AS BUILDING SERVICES, INC. Certificate of Authorization No. 6492 GENERAL NOTES: 1. RISK CATEGORY I OR II. 2. WIND EXPOSURE CATEGORY B, C, OR D. 3. ULTIMATE WIND SPEED 115 TO 150 MPH (NOMINAL WIND SPEED 89 TO 116 MPH): MAXIMUM RAFTER/POST AND END POST SPACING = 5.0 FEET. 4. ULTIMATE WIND SPEED 151 TO 160 MPH (NOMINAL WIND SPEED 117 TO 139 MPH): MAXIMUM RAFTERIPOST AND END POST SPACING =4.0 FEET. 5. AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR PURLINS, AND POSTS (INTERIOR OR END) = 6INCHES. 6. SPECIFICATIONS APPLICABLE TO 26 GAUGE METAL PANELS FASTENED DIRECTLY TO 12 OR 14 GAUGE STEEL TUBE RAFTER FRAMES. 7. FASTENERS CONSIST OF 1/4' 141X3/4" SELF -DRILLING SCREWS WITH CONTROL SEAL WASHER. SPECIFICATIONS APPLICABLE ONLY FOR MEAN ROOF HEIGHT OF 20 FEET OR LESS, AND ROOF SLOPES OF 14° (3:12 PITCH). SPACING REQUIREMENTS FOR 8. OTHER ROOF HEIGHTS AND/OR SLOPES MAY VARY. 9. BASE RAIL GROUND ANCHOR REQUIREMENTS ARE ONE WITHIN 6° OF EVERY POST LOCATION, AND BOTH SIDES OF OPENINGS WHERE BASE RAIL IS ABSENT. GROUND ANCHORS ARE NOT REQUIRED WITH. CONCRETE SLAB CONSTRUCTION. 10. CONCRETE EXPANSION ANCHORS SHALL BE WEXIT ANKR-TITE MODEL AT7252..GR SLEEVE"CHCeMO 45L R1SA"420. OR EQUIVALENT. movBECHTOL ENGINEERING AND TESTING, inc. CONSULTING GEOTECHNICAL, ENVIRONMENTAL, AND MATERIALS TESTING ENGINEERS G SERVICES, INC. MIA. omEcl . JP DAM 03-07-16 G16003 °P""" RR ` - T13 — NOTED SHEET 1 OF 11 FASTENED SEAL WASHER ® AVERAGE V GC. SPACNG 12 Q3 TYPICAL RAFTERPOST FRAME SECTION Sw 1R•=1' TSB XMW SCREWSATFACHFNO (x PERBRACE) 2V16GAU IWINR BWE(5TDTRxFIERMST) OR 016 GA UCHANNEL BRACE(B' TO W RAFfER MST) 0RACEANGLE6Wll1BEKXIS TOMAXW°FROMllow TA NOTE NOBPACEATENDWN SETBRACEATISTPOSTBilJTFR CONNE=NTROMGABLE (SEEBRADESE 1011) M W IMUM V LONG. M W MUTA U Gp TB NIPPLE SECUREPOSTTO�WNH A w•xrs°Fe BOX EAVE RAFTER/CORNER POST �1 CONNECTION DETAIL I NMTo Srale LENGTH VARIES DEPENDING ON TYPICAL RAFTERIPOST FRAMING PLAN SCALE: IlW-I' MIN VLONG,MWIIN UGATS NRPIF. SECURE WRHL 1W x 1•SBFs RAFTERPOST RAFTER POST/ GG BASE RAIL CONNECTION DETAIL Not To Sale L J<m w 16GAVGE ULNANNEL BRACE 2-11P FASTENED TOTNELEGAMI RA�IERYiRH2-IMx1' SELPDRB(,IKRB AT E) FACN Et2B l<PERBRACE) BECHTOL ENGINEERING AND TESTING, Inc. J&B BUILDING SERVICES, INC. CONSULTING GEOTECHNICAL, ENVIRONMENTAL, AND MATERIALS TESTING ENGINEERS Cei wNABPakBlbnN uw MIA.. I CHIMM. JP OATS 03-07-16 I PRa.Na: G16003 —%v RR TB — NOTED SHEET 2 OF 11 FASTENED TO RAFTERS WITH 1b' z 1' SDF.WEH CONTROL SEAL WASHER O AVERAGE 6 O.C. SPACING 12 21. 16 GA ULHNd1EBRALE FASTENEOTORAFTERWIIH 2-111'xt'S°1F-0N6LAG SCREWSATEACHENO II PER BRACE) RAFTERIPOST FRAME SECTION SCALE: W-V NOSCREINS RECURRED BMLE ANGLE SHALL BE MIN 15° ROMAXOBFROM TEND WAIL NOTE:NOBRACEATFND E SET PoSTMAFTEAT1STR C WII.ECiSMIION FROM GABLE (SEE BFACESEGTpN) SELFLRRGNG FASTENERS BOW RAFTERICORNER POST CONNECTION DETAIL 1 No To Sae TYPICAL RAFTERIPOST FRAMING PLAN SCALE 110'=T MIN01UMfi LONG.MPLMUMIIGATS NRPLE SECURE WNH 119' a 1' SOFe RAFTER POST/ `- AELONNECTION DETAIL iA w 1 fi GAUGE OCHNRJEL BRACE 2.1b• EASIER®TOIXEIEGPTA RPFTEIL5WIH2�1b'�1' EACHM (W1 PER BRACE) BRACE SECTION BECHTOL ENGINEERING mmmm r AND TESTING, Inc. 118tw6w-MING, SERVICES, INC. CONSULTING GEOTECHNICAL, ENVIRONMENTAL, AND MATERWS TESTING ENGINEERS CA wofAiAaN wST92 ICHECNHD' JP wTe 03-07-16 PR01 NQi G16003 rnAWR RR I APPROVED: TB s."' NOTED SHEET 3 OF 11 BASE RAIL ANCHORAGE OPTIONS RpP1ERPoCTNANGr6Er YLVCAVNf.VfEYBE➢NENr H MON W IXIC LCNC. FOePNG j6Z P51 MIH) RFarsORCPn wTlx z Fre cox,uMoa9 �1 CONCRETE MONO. SLAB BASE RAIL ANCHORAGE JA NgTo& M CONCRETE Concrete Shall Have a Mhbnum Specified Compressive Strength of 2500 PSI at 2B Days. COVER OVER REINFORCING STEEL For foundations, MaMum concrete cover over Mnlcrcing bars shag be: 3 [aches in foundations where tlh concrete Is cast agalnsl and permanently In contact with the earth or exposed W the earth orweather,andl-112incheselsewhere. Reinforcing bars embedded in grouted calls shag have a mWmum dear drstance of 1141nch for Me grout or 1121nch for coarse grout between reinforcing bare and any face efa cod. Relnfordng bars used In masonry wags shag have a masonry cover (Including grout) of not less than 2 bodies by masonry units with face exposed to eadhorweathert-12 inches for masonry pains not exposed to earth orweather. REINFORCING STEEL: The reinforcing steel shag be nammum Grade 40. GALVANIZATION: Metal accessories for use In exterior well construction and not direly exposed the Wealher shall be galvanized In accordance with ASTMA 153, Class B-2. Metal plate connectors, screws, bdG and ads exposed duectlyro he weather shag be stainless steel or hot dipped galvanized. REINFORCEMENT MAY BE BENT IN THE SHOP OR THE FIELD PROVIDED: 1. At reinforcement is bent paid; 2. The dlameter of the bend, measured on the inslde of the bar, is not less than shberdiameters: and 3. Reinforcement partially embedded In concrete shelf act be field bent EXCEPTION: Where bending is necessary to all dowel bare with a vertical cell, bars partially embedded In concrete shall be pemdned to be bent at a slope of not more than 1 b6 of horizontal displacement Nfi Ihes of vertical bar length. 6MMMIIM(Nde: For0IxnCePo cnsBos o3Y..MaEmeYboNW Wh oasarzommm) 'r r `;J�I CONCRETE SLAB BASE RAIL ANCHORAGE emu/ xNTOYab IGm 2oPExcnRPGRtsoxLyl auaauLAuosEClxETo ucroaawswrtH,mwxaTan xaiWGHB0.T EYE4NMoR Yd RO°.1PLUlG WRHp9LI11EUX IeFFNoiE 8. P4GE 1,fM rPACmGREWNFMEmr) �1 GROUND BASE RAIL ANCHORAGE 3V WI TO S®b (CRNBEUSEOFORASPHPLT) I/ BECHTOL ENGINEERING 8 AND TESTING, inc. J&B I G SERVICES, INC. CONSULTING GEOTECHNICAL, ENVIRONMENTAL, AND MATERIALS TESTING ENGINEERS Ce�ah al A'NwtraPon No.5a92 Ew °VET JP 03-07-16 PR0 N0= G16003 °evew RR I "P'H0"a" TB NOTED SHEET 4 OF 11 BOX EAVE RAFTER END WALL AND WALL OPENINGS TYPICAL BOX EAVE RAFTER END WALL FRAMING PLAN Sc9F: 1R=T TYPICAL BOX EAVE RAFTER SIDE WALL OPENINGS FRAMING PLAN SCME: IN=1' SEE NOTES TYPICAL BOX EAVE RAFTER END WALL OPENINGS FRAMING PLAN SD IV-1. INTERIORSIDE EXTERIORSIDE SECTION A -A' Not To Sale T SDF@Ir= BECHTOL ENGINEERING AND TESTING, inc. J&B BUILDING SERVICES, INC. CONSULTING GEOTECHNICAL, ENVIRONMENTAL. AND MATERIALS TESTING ENGINEERS CadeMNAMfatlonN SI92 IRRD: I C EMD: ip I DATE 03-07-16 1 MOt NO' G16003 DNA"R RR I " mO`E TB I 3G E NOTED I SHEET 5 OF 11 BOW -RAFTER END WALL AND WALL OPENINGS SEE NOTES3 AND 4(PAGE 1) FOR l.U%0.1UM TYPICAL BOW RAFTER END WALL FRAMING PLAN SCALE: 10-1. SFENOTESJ TYPICAL BOW RAFTER END WALL OPENINGS FRAMING PLAN SCALE lie =T �� / ANowNoowRAa �9, ASSEMBLY (pbpMtpOmpg bEM Wa'6i INFERIOR SIDE ROLL MR ENIO� l I� SIRLICTIRPI. mvm;orm NEACDi ��� n aiw TYPICAL BOW RAFTER SIDE WALL OPENINGS FRAMING PLAN SCALE W.I. EXFERIORSIDE NoLTOSeale MJVBECHTOL ENGINEERING J&B BUILDING SERVICES, INC. AND TESTING, inc. CONSULTING GEOTECHNICAL. ENVIRONMENTAL, AND MATERIALS TESTING ENGINEERS CeNfltaleolAUCOAra %.S`93 RI — JP °ATE 03-07-16 PRW RD G16003 IMM RR Impito E .. TB u" E NOTED SHEET 6 OF 11 BOX EAVE RAFTER WALL OPENING DETAILS 2 t6 GPANG CM SECME TO POST= RAFTER WRH IN'a 1' MPS.20TOP" 20NSME END POSTIRAFTER CONNECTION DETAIL 4 Nom Sale ORFM)Po T TOPOF HEAOERORBOITOM OF W INDOW MIL, N1M IN' a t' SOFe ORMDMN NON-STRUCTURAL HEADER OR WINDOW RAIL TO POST CONNECTION DETAIL 6 Not ToSWe !M1a CATS tk'at'SOFe T6RFFtERPMTICGM'ERI —1.Vtal-1TxT16WCUP MGIE,SECMETORAFTDt PMTMDB ML W 4IMA-SOFY AMINUOUSEMERML 5 END POST/BASE RAIL CONNECTION DETAIL Not To Sale T$MW TORO 2MB0TT0MAND20NSGE NOTE AT RIXL�P I)Mt EMNGS. PORTSHWLOBEFLUSHW M F.W. CUPPOSTVO ONLYM SIDE OPPOSRE THE OPEMNG POST TO NON-STRUCTURAL HEADER, BASE RAIL, OR WINDOW RAIL CONNECTION DETAIL T Na1To S.W. Y 1 t u• � O�sI ' Y� BECHTOL ENGINEERING AND TESTING, inc. J&B BUILDING SERVICES, INC. CONSULTING GEOTECHNICAL. ENVIRONMENTAL, AND MATERIALS TESTING ENGINEERS Um ofA10mMnIMN uu REM. °+E`NE°. JP I mn: 03-07-16 %iOLNO' G16003 "AN�h RR I "pm° TB IxA E NOTED SHEET 7 OF 11 BOX EAVE RAFTER WALL OPENING DETAILS DBL HEADMPOST CONNECTION DETAIL Not To Style RAFTER POST/BASE RAIL CONNECTION DETAIL 10 Nat To Snle RAFTER POST/DBL HEADER CONNECTION DETAIL 9 Nat To Sale SECTION THROUGH ROLL UP DOOR HEADER Not To Sale NOTE: Curtain is 26 GA. galvanized steel with baked on epoxy primer 8 polyester tap coat TS BECHTOL ENGINEERING I r, % � AND TESTING, inc. J&B BUILDING SERVICES, INC. CONSULTING GEOTECHNICAL, ENVIRONMENTAL, AND MATERIALS TESTING ENGINEERS laR9wle M AUIMNatlon M. at93 Ir MID. I a cm: JP DATE: 03-07-16 G16003 °µg1r"'0 RRI APRp' TB — NOTED SHEET 8 OF 11 WRx4 BOX EAVE RAFTER LEAN-TO OPTIONS ROOF EXTENSION OPTION FASTENED TO RAFTER W ITH 2-19'a1'SE ILLNG SCREWSAT EACH END (4 PER BRACE) MAIN STRUCTURE STANDARD LEAN-TO OPTION TYPICAL BOX EAVE RAFTER LEAN-TO OPTIONS FRAMING PLAN (BOTH OPTIONS SHOWN) SCALE: I/F=V TSBOXEAVE NIPPLE. SEGIRF I1trxI'5DF& SIDE EXTENSION RAFTER/ CORNER POST DETAIL W16GAIILIWd1ELBRACE Sr To14'POsp NOTE NO BRACE AT END WALLS (SEE BRACE SECTION( TS RAFTER POST 2'x4' 16 GA PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF 20N TS LEAN-TO RAFTER 2i2W 16 GA ANGLE CLIP SECURETOPOSTAND RAFTER WITH (4)1/4'x 1' SOPS, 2 ON RAFTER, LEAN-TO RAFTER TO RAFTER POST CONNECTION DETAIL 1L Not CONNECTION movBECHTOL ENGINEERING AND TESTING, inc. J&B BOIL ERVICES, INC. CONSULTING GEOTECHNICAL, ENVIRONMENTAL. AND MATERIALS TESTING ENGINEERS CeA9cele DfAevWmtlon W.Sa92 RR° CHECKED. JP DATE 03-07-16 PRw.xD: G16003 DRAWN: RR APPRDVEP. TB SDUE: NOTED SHEET 9 OF 11 RAFTER LEAN-TO OPTION TYPICAL I SCALE' 1f6'=1' TS 2kd' 16 GA PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF 2 RAFTERWDNIA-X1. SDF52ON TOP" FASTENEDTORAFTERWTM 2.11C.1'SEIF-0RUlNG SCREWSATEACHEND (1 PER BRAGE) T 7' (SEEIMESECTION) a IMNI' WD LEAN-TO RAFTER TO RAFTER POST CONTODETAIL I I BECHTOL ENGINEERING )a mmm: AND TESTING, Inc. J&B BUILDINI'W ,116, INC. CONSMTING GEOTECHNICAL, ENVIRONMENTAL, AND MATERIALS TESTING ENGINEERS CeNkatealNaidlm9on tb.5193 fff1D wEnaO: JP DATE: 03-07-16 Pfl61 N" G16003 N1AwTr: RR A"'R01C - TB sGtiE: NOTED SHEET 10 OF 11 BOX EAVE RAFTER VERTICAL ROOF OPTION 12 TYPICAL END ELEVATION -VERTICAL ROOF SCALE: 1C-T TYPICAL SIDE ELEVATION - VERTICAL ROOF Su E 10=1' NOR 29 GA GXVANUED METAL ROOF PANELS FASTENED TO PURLNS WIIH 114'x I' SOFSWRHCONTROL SEAL WASHER 0 AVERAGE S' O.C. SPACING 1-1718GAVGESIRRNG FASTENED TO RAFTER' CNANNELIEURLNI 111d•x 1'SELF-0RLLLA SCREWSATEACHEIID (4 PER BRACE) TYPICAL SECTION -VERTICAL ROOF OPTION SCALE: 11E'=1' TYPICAL FRAMING PLAN - VERTICAL ROOF OPTION SCALE 19'=1' 1-1010 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2)1/4' x 1' SELF�DRIt11NG FASTENER SPACED NOTMORETHAN48' O.C. T�uRu ROOF PANELATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Scale BECHTOL ENGINEERING AND TESTING, inc. J &B BUILDING SRtl ACES, INC. CONSULTING GEOTECHNICAL,ENNTRONMENTAL, AND MATERIALS TESTING ENGINEERS Cv69m AWnutreeoR!iU`�N ■ Tj 61// Ho.5492 1i14 Tp9 iFFI'iSNO CM81 JP a e: 03.07-16 « .� 3 RR ""'"0 TB B NOTED S EET 11 OF 11 11= CARPORTS ANYWHERE P.O. BOX 830 SWAINSBORO, GA 30401 CATEGORY/ I Subcategory MANUFACTURER PRODUCT DESCRIPTION CODE VERSION FL# APPROVAL DATE EXPIRATION DATE STRUCTURAL COMPONENTS 1. Roof Deck UNION CORRUGATING COMPANY 26 Gauge MasterRib Panel 2014 9555.2 6/23115 12/31/20 2. Structural Wall UNION CORRUGATING COMPANY 26 Gauge MasterRib Panel 2014 9555.2 6/23/15 12/31/20 EXTERIOR DOORS 1. Swinging ELIXIR DOOR AND METAL COMPANY Series 402-14 2014 17996.3 9/7/15 9114/20 2. Roll -Up ASTA INDUSTRIES INC. Model 203 2014 8888.1 5/31/15 12/31/16 DOWS ngle Hung POCAHONTAS ALUMINUM COMPANY, INC. Model 100 VS 2014 12940.2 1/7116 11/30/20 7oz e p.LY1d lOw i ' • ' , ' , 99 Mt1LLe6£.BBN �( tm ti• 34 o' ' C j;�' ❑ a o id Low s IB avid Ao 3ee��eicesg� ��is led a9B re'Owtav3+) , I Applicant has peenadvised NO structures • ` carrhe erected withln.anY easement or , , o vid low i right of way unless ed o�the�rv� se approv. ; • ApplicantInaiala BLS... .e• JOSEPH E. SMITH, CLERK,-- THE CIRCUIT COURT - SAINT "":IE COUNTY' FILE # 4218061 OR BOOT' B99?;,PAGE 460, Recorded OS,, /2016 01:18:31 PM NOTICE OF COMMENCEMENT Permit No. I6 o 7 00�23 Tax Foiio State of Florida County of St. Lucie STATE OF FLORIDA -- — — ST. LUCIE COUNTY THIS IS TO CERTIFY THAT THIS IS A ,e,R TRUE AND CORRECT OPY OF THE ORIG L . S H ITH, LER By Deputy rfle The undersigned herabygives notice thafimprovementwlll be made to certain real property , an3�lp accardancewith CotAr7�3,Flodda Statutes, , the foIl Inglnfo�p�ati nlsproAdedinthi Notice,of Wmmef:cer�eptliaj+-f Rr- S N fA�Z�t. �E. ItNj``�l e= 'Cap T4''N - y,oFS �Z OF Af/ o•FNW�f o+SFC Run c,lyJd NLf t19L'•'if� far P0437H [�J�LG aD Ntt g(p�:xs /S1f;` /� .f'i7Nt( e660r-F7'PNWS Fr3.Po3(3.00Ac)(og3296-a09) teaptlo ot� (r�aw�streeZi 3 ss l� OP ble)'O!O` fir ' r�n.�t-N�• `�y -General description ofimprovemenL•ST�f �5heA S4 DuifT T>/�� jq, 3Y'l 9q* Name Address Interest M propert! Name and address Contractor's Name: V�JrLe- listed above): ContraRarAddress: Phone Number. Surety of applicable, a copy of the payment bond Is attached): Amount of bond: $ Name and address: Phone number: Lender Name: Phone Number: Lenders address: - Persons within the State of RoriclB designated by Owner upon whom notices or other documents may boserved as prowdad by Section 713.13(1) (a)7„ Florida Statutes: Name: Phone Number: In addition to himself or herself, Owner designates of to receive a copy of the Uenors Notice as provided In Section 713.1311) (b), Florida Statutes. Phone number of person or entity designated by owner. Expirationdate of notice of commencement: (the expiradan 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 COMM ENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, 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, IP OU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK DR RECORDING YOUR NOTICE OF COMMENCEMENT. P enal deciarethatIhavereadtheforegoingnoticeo£commencementandthatthefactsstatedtheretnaretruetothebestof edg n Signa re of Owner or Lessee, or Owners or Lessee's Authorized cer/Dlredar/Partner/Manager ra MARYANNORH (9gnator/s Title/Office) r r�KP���18 EXPIrTEs:Mayu.2011�on '1 �'Ran'�P rouedikv8rdpsgdsybavin The foregoing Instrument was acknowledged before me thie210 day of3J'�P-, 2ON ,�o-rig R1L1Le.r' By �bor0h �L K 2 f as for Name of Person Type of authority(e.g. officer, trustee) Party on behalf of whom lnstmmentwas executed n()L A N-A�/a wMPersonally known_ or produced Ide�ntigc�Ilan- (Signature of No* Publc-State of Floddal Ol-PZTbll-t-153-51` (Print,Type, or Stamp Commissioned Name of Notary Public) Type of Identigmtion produced Tx-? Z-to3 - %-t0 -54 --W BOARD OF COUNTY PLANNING & DEVELOPMENT SERVICES DEPARTMENT Building & Code Regulation PLOT PLAN ACKNOWLEDGEMENT I/We acknowledge that St Lucie County's Land Development Code (the "Code") requires that an.application for a building permit accompanied by a copy of a survey of the property on which the requested activity is to be permitted. The Code has an exception for accessory structures with a building value of less than ten thousand dollars ($10,000) which may submit a scaled plot plan indicating the accessory structure and its compliance with minimum setback standards. I/We also acknowledge that, St Lucie County recommends obtaining a survey of the property. By submitting a scaled plot plan I/we assume all responsibility for construction of the accessory structure including but not limited to determining and complying with any easement, and setbacks or other violation oflocal, state or federal law. Signatures: Homeowner: _4'r� Date: 7 1Z (o Co -Owner: Date: CHRIS DZADOVSKY, District No. 1 . TOD MOWERY, District No. 2 . PAULA A. LEWIS, District No. 3 • FRANNIE HUTCHINSON. District No. 4 • KIM JOHNSON. District No. i Howard N. Tipton, County Administrator 2300 Virginia Avenue • Fort Pierce, FL. 34982-5652 TOD (772) 462-1428 a Phone (772) 462-2022 a FAX (772) 462-1581 Website: www.stlucieco.cov Planning & Development Services Department Building & Code Regulations 2300 Virginia Avenue Fort Pierce, Florida 34982 (772)462-1553 OWNER/BUILDER AFFIDAVIT DISCLOSURE STATEMENT F.S. 489.103 (7) EXEMPTIONS State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must provide direct, on -site supervision of the construction yourself. You may build or improve farm outbuildings, a one -family or two-family residence for your use and occupancy. You may also build or improve a commercial building at a cost not exceeding $75,000.00 as long as it is for your own use or occupancy. You may not build or improve said structures for the purposes of selling or leasing that building. If you sell or lease a building you have built or improved within one year after construction is complete, then a presumption is created that it was built or improved for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building; it is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Your construction must comply with alLa able al. laws, ordinances, building codes, and zoning regulations. Initial l I understand that the building official and inspectors are not there to design or give advice on how t meet the minimum code. Initial I understand that as an owner -builder that any contract disputes with sub -contractors and I must be handled in a civil court with the advice of an attorney. This department will not mitigate any contract disputes. Initial �OP I understand that if I compensate any person or company for work performed they are required to be licensed in this jurisdiction. If for some reason they do not possess a license, I may be responsible and liab® f r he cost of the license. Initial 1 understand that if any person that is unlicensed and uninsured gets injured on my construction project - they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and related medical cost, which could include loss of wages during recovery from their injury. Initial 4g�)e To qualify for this exemption under this subsection, an owner must personally appear and sign the building permit application and initial the above. I hereby acknowledge that I have read and understand the above disclosure statement and that I further understand that any violation of the terms of the owner/builder exemption shall be reported by the Building and Zoning Department to the Florida State Department of Professional Regulation. Signed and acknowledged on this dayo of20/%. Owner/Builder Signature STATE OF FLORIDA COUNTY OF The foregoing inst nen w�,s.a oa+edged before me this day o 20� by t71" e 2 • who is personally k o to me, or who has produced eC a � entification. R. m "O-eq Signature of ry ype or Print Name f Notary Title: No blic Commission Numb SLCPDSD Revised 05/15/2014 t1i?7i%"w AUDREYB.HL6, :'-.- MY COMMISSION772 EXPIRES: Mar9Bonded Thm NotaryPaBere r / , Property identification Site Address: 2202 S HEADER CANAL RD Parcel ID: 2224-213-0001-010-8 Sec/Town/Range: 24/35S/38E Account #: 12629 Map ID: 2223X Use Type: 0100 Zoning: AG-5 Jurisdiction: Saint Lucie County Ownership James M Packer Deborah J Packer 2202 S Header Canal RD Fort Pierce, FL 34945 Legal Description 24 35 38 FROM INT OF E R/W HEADER CANAL AND N LI OF S 12 OF N 1/2 OF NW I/4 OF SEC RUN E ALGSD N LI 1298.9 FT FOR POE, TH CONT ALG SD N LI 860 FT, TH S 152FT, TH W // TO SD N LI 860 FT, TH N 152 FT TO POE (3.00 AC) (OR 3296-308) Current values Just/Market Value: S41,000 Assessed Value: $40,430 Exemptions: $0 Taxable Value: $40,430 Taxes for this parcel: SLC Tax Collector's Office Total Areas Finished/Under Air (SF): 1,560 Gross Area (SF): 2,272 Land Size (acres): 3 Land Size (SF): 130,680 This information is believed to be correct at this time but it is subject to change and is not warranted. m Copyright 2016 Saint Lucie County Property Appraiser. All rights reserved. I