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HomeMy WebLinkAboutREVISIONe OFFICE USE ONLY: (� DATE FILED: a - REVISION FEE: V1yl PERMIT# /-0?5iL RECEIPT # 3 4 (O i 1,2 PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772)462.1553 FILE .. ;h 0"PlIf APPLICATION FOR BUILDING PERMIT REVISIONSbU BY tD PROJECT INFORMATION St. Lucie Countv LOCATION/SITE ADDRESS: r r Arwc J� r-( r7. DETAILED DESCRIPTION OF PROJECT A-P9--,A-ZG Q, ! fJ / Da,- - t�- 5./A-3. I -;> UA u-,5 e. D a . CONTRACTOR INFORMATION: STATE of FL REG./CERT BUSINESS NAME: QUALIFIERS NAME: ADDRESS: P3 5 CITY: C�i-SSFYJ 9R PHONE (DAYTIME): �c lsai ys! STATE: OVVNER/BUILDER INFORMATION: NAME: (-D — FT �Y ZL CITY: t"e—h PHONE (DAYTIME: +v STATE: ARCHITECT/ENGINEER INFORMATION: NAME: / r-5 ADDRESS: 5 70Q CITY: Odda ST PHONE (DAYTIME): 8T LUCIe COUNTY SLCCC: 9123109 BUILDING DIVISION Revised 06130117 REVIEWED FOR COMPLIANCE REVIEWED BY��,c DATE -.2.2 -/3' f/ MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE ST. LUCIE CO CERT. #: D w i6 ' _ ZIP: 3ai c7 i FAX: 6-4-0 ��Palms-r-j;,7's Z.G wu . u.tTT_ � tJ?� ZIP: I�� ZIP: 6 rj FAX: 1.9 -LIS- Architecture - Engineering - Interiors Date 02/26/18 FILL 60py SAINT LUCIE COUNTY Building and Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 772.465.2172 Reference: Family Dollar Store 3214 Avenue D Fort Pierce, FL 34947 Building Permit #1701-0326 Response to Review Comments Building Inspector, The use of 2.5 paperbacked metal lath attached with 1 Y4" screws @ 10" o.c. each way is acceptable for the stucco application for this project. The use of reveals in leu of the 7/8" as indicated on the drawings is also acceptable to use. Wall Section Detail #4 /A3.1 at the raised panel to be revised to reflect the elimination of the Y4" densglass gold sheathing behind the stucco. Please feel free to contact me directly on this matter, if desired. Thank you for your time. Sincerely, H. Daniel Hutter III R.A. Architect FL Reg #AR98913 CC: C. Barrios —Stephens Barrios THESE PLANS AND ALL FRO"POSED WORK : ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT ar: MAY BEi NECESPARY. IN ORDER M O~0'11PLY a11ii'H � !i%�f-`tICA�� �:dDES. Land Investment Services LLC 2572 W. State Road 426 Suite 2064 Oviedo, FL 32765 Ph:(321) 244-0402 Fax:(321) 244-9419 � (S OFFICE USE ONLY: DATE FILED: REVISION FEE: I. LOCATION/SITE !� ADDRESS: �� -4 SCANNED p ' BY Y �� -7 St. LUCIB COUnN!ERMIT # / 0 1— D —3,3L G RECEIPT # PLANNING & DEVELOPMENT SERVICES RECEIVED BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE MAR 01 2018 FORT PIERCE, FL 34982-5652 (772) 462-1553 FAX (772) 462-1578 ST, Lucie County, Permitting APPLICATION FOR BUILDING PERMIT PROJECT INFORMATION 2. DETAILED DESCRIPTION OF PROJECT REVIS S: CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBIM OF TH € CONTRACTOROFRECORD 3. CONTRACTOR INFORMATION: 4. STATE of FL REG./CERT. #: _ BUSINESS NAME: QUALIFIERS NAME: ADDRESS: —zi� - 'S = - CITY: LA-5; J F PHONE (DAYTIME): OWNER/BUILDER INFORMATION: NAME: A.5�(5A%l ADDRESS: CITY: G PHONE: P-s /c/c)T ALL fl'DUIRcD 6Y FIELD If.S?ECTORS NA fr9AY aE rbEces�f�Y IfN O�cc� TO CCfl1PLY WJTIi AL APPUCAOLE COES. FAX: P/,2T'%L'iL STATE: FAX: 5. ARCHTTECT/ENGINE INFORMATION - NAME: `5 ' ADDRESS: 5 CITY: ����ST PHONE (DAYTIME): Revised 07/22/2014 I- rra-2/ 01LUCIS COUNTY BUILDING DIVISION REVIEWED FOR COMPLI REVIEWED BY DATE FAX: ZIP: ZIP: MUST BE KEPT 0)( JOB OR I / NO INSPECTION WILL BE MADE -LIS- Architecture - Engineering - Interiors Date 02/27/18 FILE'COPY SAINT LUCIE COUNTY Building and Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 772.465.2172 RECEIVED Reference: Family Dollar Store MAR 01 Z0lt 3214 Avenue D Fort Pierce, FL 34947 S7, rude CounSYPer , Building Permit#1701-0326 Response to Review Comments Building Inspector, The use of 2.5 paperbacked metal lath attached with 1 3/" screws @ 12" o.c. horizontally and 6" o.c. vertically is acceptable for the stucco application for this project. The use of %" reveals in leu of the 7/8" as indicated on the drawings is also acceptable to use. Wall Section Detail #4 MA at the raised panel to be revised to reflect the elimination of the 3/4" densglass gold sheathing behind the stucco. Please feel free to contact me directly on this matter, if desired. Thank you for your time. .A Sincerely, H. Daniel Hutter III R.A. Architect FL Reg #AR98913 CC: C. Barrios —Stephens Barrios ;IFAll i Y rr .`c Land Investment Services LLC 2572 W. State Road 426 Suite 2064 Oviedo, FL 32765 Ph: (321) 244-0402 Fax: (321) 244-9419 Date 02/27/18 t aorArchitecture -Engineering - InFILE SAINT LUCIE COUNTY Building and Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 772.465.2172 Reference: Family Dollar Store 3214 Avenue D Fort Pierce, FL 34947 Building Permit#1701-0326 Response to Review Comments Building Inspector, MAR 01 20:8 ST. Lucie County, The use of 2.5 paperbacked metal lath attached with 1 '/" screws @ 12" o.c. horizontally and 6" o.c. vertically is acceptable for the stucco application for this project. The use of %" reveals in leu of the 7/8" as indicated on the drawings is also acceptable to use. Wall Section Detail #4 /A3.1 at the raised panel to be revised to reflect the elimination of the %" densglass gold sheathing behind the stucco. Please feel free to contact me directly on this matter, if desired. Thank you for your time. AR98913 Sincerely, H. Daniel Huffer III R.A. Architect FL Reg #AR98913 CC: C. Barrios -Stephens Barrios Land Investment Services LLC 2572 W. State Road 426 Suite 2064 Oviedo, FL 32765 Ph: (321) 244-0402 Fax: (321) 244-9419 1�70 - 03a(„ AP Construction Contractor, LLC qo� I Fml �•�, �,,.- SUBMITTAL 12 REVISED Date: March 8, 2018 - 11� DRAWING PROJECT m, `w�tplP(t Project: Family Dollar Store -Ft Pierce, FL ��No/ NO: 5g15-004 3214 Ave. D IIlREVIEWED ❑ CORRECTION AS NOTED Ft. Pierce, FL 34947 O REJECTED O REVISE AND RESUBMIT S(:ANNED OSUBMITREVISEDCOPYFOR YOUR RECORDS BY Attention: Joe Cicio St. Lucie County Plans Examiner — St Lucie County Ft Pierce, FL 34950 Distribute To: ❑Owner ❑ Contractor ❑Designer El Inspe Item # conles �© _- rt � � • t Submitted by: Contractor Received By: Inspection AP Construction Contractor, LLC St. Lucie County Signature, by: Luis Pagan Date Manager Partner THESES PMNS AND ALL PROPOSGn 4VORdt AS4 SUSJ "CT TO ANY COf?REC T Io IS REQumpD BY FIELD INSPECTORS THAT I,1AY BE NEC[-SS,AIaY III ORDER TO COIIiPL'V WITH ALL APPLICABLE CLUES. Date A/- a32LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPL REVIEWED BY J DATE — PLANS NO PER IT i - MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE I _ 0 Dyll= BA BvgLS102 EWCiHF-L; .'ie, rrc ®meet UGMWD co" wu ACM wCowi® LS Yi1E0JiO O WNAM VWD II[tf* tJ. O VENLVED Cl COWWECiVA VB HOIW mo: WO: DUVMt4G bWO'ECL Project Name: 3214 AVE D, 2.0 Date: 3/5/2018 Work Order No.: NEL13410019 Part Number: RPSQ-224-11-D2@180 Pole Cat. No.: NeN baxA 3 0,3 iu Design Standard: 2014 FEIC/ASCE 7 (ASD Design, 3-second gust wind speed) Yd L'3 S CJ F-L- j Pole Material Steel Base Plate Material Steel 6- Ca r,= Pole Material Specification A500_GRC Base Plate Material Spec. A36 Pole Shaft Shape SQUARE Bolt Material Specification �y C- F-- il � Rooftop Mounted Weld ElectrodeSpec. E70 0. � 0 Wind Velocity 60 Mph Pole Ultimate Strength Pole Yield Strength 62000 psi rz C3 5- 54-0 __ D_ to Exposure Category Exposure 50000 psi _ 3x- Structure Category Category 11 Plate Ultimate Strength 58000 36000 psi _t C.- C IM < x Importance Factor 1 Plate Yield Strength psi w Pole Natural Frequency 2.534 Weld Strength 70000 psi Gust Factor 0.85 Sec. 26.9.5 Bolt Yield Strength 55000 psi QY f, sy Lm CJ >- LL1 Pale Length 22 ft. ry! Pale Base Height AGL Tip Width 0 ft. In. e - r 3 DD su 4 =3 MI ,y Butt Width 4 In. C_ +'dJ Nom. Wall Thickness 0.125 in. ry- elpIR499arlift 0. m. E:2 Q' Uj C� U Dampening Factor Base Plate Width In. F-- Post -Weld Heat Treated Base Plate Thickness 1 in. Anchmt.I Attchmt.2 Attchmt.3 Anchor Bolt Diameter 1 in. EPA 42 v.' Numberof Anchor Bolts 4 Hip. from Tip 0 v. Diameterof Bolt Circle 8.5 In. Weight 50 Ibf Anchor Bolt Embed. Pole 31 in. Offset 0 In. Base Height Oft 0 in in. CA LCVLATED.PROPERTIES _ ! Gass -Sectional Area 177 in' Slenderness Ratio 30.4 Butt Section Modulus 22 In' Compact Limit 27.0 Weight of Pole 1326 Ibf Non -Compact Limit 33.7 Maximum Limit 51.5 alpha 1.6 -WIND-YOAOANALYY Segment Area Centrold Height Hgt. Factor Drag CoeN. Pressure Force Moment Am (ft) i (ft) Kz Cf qz (Ps0 F (Ibf) GLM (ft'Ih0 Table 29.3.1 Fig. 29.5-1 qz= 0.00256Kz• Kzl' Kit V-2 F=gz•G•Of•A GLM=F•Cenhaid Hgl 1 5.00 7.50 0.85 2.00 50.1 426 3196 2 1.67 17.50 0.60 2.00 35.4 100 1756 3 0.67 21.00 0.63 2.00 37.3 42 888 4 S 6 7 Fixture @Tip 4.2 22.00 0.64 1.00 37.8 135 2970 Attachment 2 Attachment 3 Summation E I4I rrtCOMp RE ANALYSES' Act Stress (psi) All. Stress (psi) Unity Check(s) r�//!".0 POLE Bending 28784 33067 di , , -1 PASS % 1, t 1 A R C4p� 1i ' • 0 Axial 103 30000 0.00 PASS \\ . • • E Shear 397 14764 0,03 0.89 _ PASS PASS • �\ G • \j1 S [SR \ V� • Q c r� •2: No. ANCHOR AND BASE PLATE � � . V Y � Bolt Tension Stress 20460 36575 f056 PASS Bolt Shear Stress 290 21945 001 •PASS s. • STATE F Bolt Pullout Stress 128 250 0.51' PASS �O • �0 •�.� % Plate Stress Weld Stress 24238 13377 28728 42000 084 U PASS :PASS,�'. R1OQ'••�R " Tensile Load on Anchor 12439 Ibf IyAL ENG����� Is/O7 1VALe I TIP DEFLECTION 23.75 in MAX EPA 4.70' CRITMODE Pole DATE: 3/5/2018 POLE CAP, T03L0R4 ETw:JVAiO :ow :oa culmu _ o = Boa Lj e .kr v am r."..: Qu[REr4_Fvfs,g6RrneR TO VERIFY PATTERN..Ui® YRDT' A72RA 2 Q;tA 39A2 A Cd Y' 1 JJA 0JJ 93MIDA3 20IRRAH 1 1-01M — Y8 —3TAO y 0 m J o m a m r b C r co c Gm� 3> G�1� vi I-G m0 p DkCJDr yornoa Cr77]—�i rn a Orf C7 .7,II CI) 1 CJ Fir ) G^A i. A REMOVABLE ABS BASE COVER Wxuss mxsxsNss srmriiP wTxs oRxwlx WV50I01FAMMFMOeAe NI6iHQWLHFDIH/C010MiE WRN welm slue sDMeiriernxNTxeDAT muTsrxetxlDNess ai' flM W WFlON IJND6i MFET WIMMOWIGSWMN'. NLMINR WAD0N4MOINU .W fIN6NSPFOFIGMiS Stlntlerd NOXNNALPOIEMNIMI0N5 IENNGHT TOPIIN.1 BOTTOM(IN.) VIAU N. OOl I A0 I SO. 1 Im 1 SO. NOMINALIRN141 OIEMMENSIDx WIDM IIN.1 - im 'NOMINAIBISEOIMFHNONS IIIORCI£(IN.1 WImBN.1 (IN) R S I.) MA%IIN.1 TIN.) ABD flG0 10G YSerlan/AxclnxoFrl:wun SPEC OUANIM oe ANCNORROLTMTA TYPFIIX. DMMETERBN.1 VERTMUNI FLWG0.55 1 mm WLTWU LRS c RLUM M(IN.) lm 01.00 X 2&00 ANCHOR BOLT POLE DETAIL 8.00 X 8.00 X lA0 THK. BASE PLATE yg0° DRAWN:S.MONFGOMERY DATE:02/0712IXI8 WMf GEWPMNITALARF MVESPE0AI.WINDMNOMONs1MATUNCREn MMDwalCFn YRRFTIONSGUSWGA FATIGUE PROBIFM. ND METHW NASTET BF£N iWND WRTxiED0.TING A REVISION: DATE: DESTRUCTIVE aGHTING POLE VLBRATSON.THESECON=0NSARE UMQUEAND MUM BE GJARANIEED A QUOTE 1000571 ED.. UNITED 23171 Groesbeck Hwy. AGAINST, AND Al1ETHE RESWNSIBOPY OFALOCALSTLFENGINEFR 270°BO° Warren, MI 48089 WARNING: DO NOT INSTALL LIGHT POLE WITHOUT INTENDED LOADING. APPROVPI SIGNANRE; APPROVAL SIGNATURE: LIGHTING P: (5861774-5650 1 F. (586) 774-5706 'nLE 0° STANDARDS www.unitedfghtlngstondards.com CATALOG: RPSQ-22-4-11-AB-MODBASE-D2180-TMB HAND HOLE Asm«T DWG NO: Q_1800571-1 SIZE: C JsNeErl OFI 4 3 2 3 DRAWING PROJECT T w 1 1• n NO: NO:566--004 QREVIEWED E(CORRECTIONASNOTED QREJECTED ❑ REVISE AND RESUBMIT Q SUBMIT REVISED COPY FOR YOUR RECORDS OF THE CON ONLY FOR A WITH THE DE OF GENERAL WITH THAT OF OTHER TRADES: AND PERFORMING ALL WORK IN A SAFE AND SATISFACTORY MANNER. BARRIOS ENGINEERING, LLC 12ATE:03//2//$ BY: Ep v 14empT!d oLa rfakd r10+ UO40 wiAlftDai' S} Lucie CEx, 4y's apfoAl. a - TCAL ;EQUALLY 'ED 4 Pole 6 4 Arm TIEBARS EQ. ACES(IY .C. MAX) NOTES: 1. PROVIDE CLASS I CONCRETEPER FDOTSPECIRCATIONS 2. REFER TO UNITED LIGHTING STANDARD, INC. DRAWINGS FOR INFORMATION REGARDING THEPOLE, ANCHORS B BASE PLATE INCLUDING MATERIALS, DIMENSIONS AND CORRESPONDING CONNECTIONS Bars I T�0A �� •' LICENgF •. S/ a `y R * ; NO. 33 6 = STATr- nc JALENG���` IIIIN 0`, Ra6ertoAMde, PE lPlle Wl,WinCR GOSa'N O'rtlB. WnfG)Ca�i4 MW..9.)ar Acre:.0)25effiai Family Dollar 8 - #7 Bars Equally Spaced location: At the Comer of Angle Read and Ave D, Ft. Pierce, Horide SECTION C-C THESE PLANS AND ALL Pi OPOS"D k1 ORK ASE SUEJECT Ta ANY 00*11. SEC T iC1d9 REQUIRED BY HELD IPNSRECTOF;S T9AT i:I^ll BE NECES4ARY IN 0022F, TO COIA iY WITW ALL APPLICABLE CC[ E3. FOUNDATION = V-0. 0 0 Z 0 0 W 0 0- DAM 0"q $O g1nC .. RA Protect Name: 3214 AVE D, FT PIERCE, FL Work Order No: NEL13410019 Part Number: RPSQ-22-4-11-D2@180-MODI �fNPOT-AATAm::. _ Design Standard: 2014 FBC/ASCE 7 Pole Material Steel Pole Material Specification A500 GRC Pole Shaft Shape SQUARE Rooftop Mounted No Wind Velocity 14d P. p Exposure Category Xpoeure„ Structure Category I Importance Factor 1 Pole Natural Frequency 2.534 Gust Factor 0.85 Sec. 26.9.5 Pale Length 22 ft. Pole Base Height AGL 0 ft Tip Width 4 in. Butt Width 4 in. Nom. Wall Thickness 0.125 in. Fillet Weld Size 0.25 in. Dampening Factor Base Plate Width 8 In. Post -Weld Heat Treated Base Plate Thickness 1 in. Attchmt. 1 Anchmt.2 Attchmt.3 Anchor Bolt Diameter 0.75 in. EPA 42 ft.' Numberof Anchor Botts 4 Hgt. from Tip 0 ft. Diameter of Boll Circle 8.5 In. Weight 50 Ibf Anchor Bolt Embed. Pole 31 In. Offset 0 in. Base Height Oft gin in. CALCULATED PAOPERTIES­ ] Cross -Sectional Area 1.77 in' Slenderness Ratio 30.4 Butt Section Modulus 22 in' Compact Limit 27.0 Weight of Pole Ibf Non -Compact Limit 33.7 132.6 Maximum Limit 51.5 alpha 1.6 Segment Area Centrold Height Hilt. Factor Drag Coeff. Pressure A,a (ft') z (ft) Ka Cf qc (Ps0 Table 29.3.1 Fig. 29.5A qz = 0.00256 • Kz • KztKd • V-2 1 5.00 7.60 0.85 2.00 38.4 2 1.67 17.50 0.88 2.00 39.6 3 0.67 21.00 0.91 2.00 41.1 4 5 6 7 Fixture @ Tip 4.2 22.00 0.92 1.00 41.6 Attachment 2 Attachment 3 ' Summation E COMPONENT ANALYSES Act. Stress(psi) All. Stress (psi) Unity Check(s) POLE Bending 28269 33067 7 0.85 PASS Axial 103 30000 0.00 PASS Shear 358 14764 O02 PASS CSR 0.88 ' ,^ PASS ANCHOR AND BASE PLATE Bolt Tension Stress 36390 36575 0.99 PASS ' Bolt Shear Stress 473 21945 IDO2 PASS Bolt Pullout Stress 167 250 0.67 PASS Plate Stress 23805 28728 0.83 '. PASS Weld Stress 13138 42000 �0.31 PASS '. Tensile Load on Anchor 12217 Ibf TIP DEFLECTION 21.41 In MAX EPA 4.24 CRITMODE Bolt Force F flat) F-gz•G•Cf•A 326 112 47 148 Date: 2/21/2018 Pole Cat. No.: RPSQ-25-4-11 (ASD Design, 3-second gust wind speed) MAR p 4UEYp11flt Yr PSI PSI PSI psi Z � s Q � O C.J CDLLYEY� y N ton 4 04 perfnl psi Weld Stre psi CIO Base Plate Material Steel ' Base Plate Material Spec. A36 Moment GLM (ft•lbf) GLM = F • Centmid Mgt 2447 1963 979 3264 _,: 633 t. .-.,mu...�.,.:..�.S653.w.� .. p1tRvv/000� ARLq�oo \� rP•°�GENS•�LP o• 63302 T OFA •• e e e.���•'c(O IMP•° `hQa� ss///ddlll DATE: 2/2V2018 DRILL PER FO(TURE REQUIREMENTS, PARTNER TO VERIFY PATTERN PRIOR TO PRODUCTION VIEW A -A D2180 @ 900 & 2700 DRILL PATTERN TBD (22.) 3.00 X S.W HANDHOLE W/COVER A REMOVABLE OS BASE COVER Bfz.dQ vi�:— I- _7 TOP(IN.) i BOTFDM(IN.) WAMTIICKN65(IN.I vnolx Dx.l PwrERxluxExs 2 01.00 X 20.00 ANCHOR BOLT POLE DETAIL 8.00 X 8.00 X 1.00 THK. BASE PLATE 180° 270+� °° HAND HOLE DRAWN: S. MONTGOMERY DATE:02/07/2018 UNITED 23171 Groesbeck Hwy. Warren, MI48089 L I G H T I N G P: (586) 774-5650 1 F: 15861774-5706 STANDARDS www.unitedGgMngstondords.cam .wHrar.xr WMEGEWRAPHIGLAREASWIVESPTCIAIWINOWNDmWSTINTMCREATEWINDINWCED VIBRATIONS DOSING A FATWE PROBIFM. NO METHOD HASYET BEEN FWND MR PRFDICIING DESIPOCfIVf UGMmIGP01EVIDARETKE HESE WNDmOxS AREUNB)U=ANDMNOTBEWARUFrtID AG DT REVISION: DATE: QUOTE 1800571 so.a LIGHT POLETIDEDL WARNING: DO NOT INSTALL LIGHT POLEWTRIOUTINTENDEDLOADING. : NorINSH INSTALL APPROVAL SIGNATURE: APPROVALSIGNANRE: Tr �' RPSQ-22-4-11-AB-MODBASE-D2180-TMB DWG NO: Q-1800571-1 SQE C SHEET 10F1 ■ _� fill •�NO•�53 6 v o '• STATE OF :. RcWdo Arrh,14 PE 12176 WindermM Crossing amle, Winter Garden, Ronda, 34787 Phone: 407-259-8283 FL PE # 53306 Family Dollar MMIT Location: At theComer of Angle Road and Ave D, FL Pierce, Florida Z O 0 Z O LL - — w O D_ DATE: 01-19-18 CHECKED: RA S.1 rc ,It cn co 00 0 N a Joe Cicio From: Joe Cicio Sent: Friday, March 09, 2018 2:18 PM To: 'Luis Pagan' Cc: 'ENDRINA'; Joe Cicio Subject: Light Pole Revisions / second round of comments Attachments: Report_FL_Review_Comments_Noncompliantjrf.pdf Dear St Lucie County Permit Applicant, Thank You for choosing to do business and invest in St Lucie County. St Lucie County is committed in assisting you to navigate the building review process. Please know that county staff is committed to customer service and part of that service is providing assistance and guidance with our processes. Please do not hesitate to contact us further to discuss your building project as needed. Please see the attached plan review comments which have been generated for your permit. As soon as we receive the modified plans and any additional required documents back from the Design Professional, Contractor, Fire Department or Owner we will forward the permit package to our permitting department for issuance. Thank You ,7v5C71V A. Ucio Plans Examiner II Standard Building Inspector Building Plans Examiner One and Two PamilyDcrellingInspector One and Two ParmlyPlans Examiner St. Lucie CountyPlanningand Development Services 772-162-1553 I i 4i� Cou," jr�' a a raLWltdl �uSh •..`� � , Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, ---- please notify the sender by reply e-mail and delete all materials from all computers. l %L��L/GSL VOtvw� Planning B Development Services REVIEW COMMENTS Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL. 34982 Phone:(772(462.2172 Fax:(772(46246443 Page 1 PROPERTY INFORMATION Address: 3214 Avenue D City / State / Zip: Fort Pierce, FI 34947 Parcel#: 2408-211-0001-000/3 Zoning: IL APPLICATION INFORMATION Permit Number: 1701-0326 :,:Permit Type: BUILDING COMMERCIAL ,i CONTRACTOR INFORMATION Contractor Name: Bryan Pagan-Guerero i Business Name: Ap Construction Contractor Lic Business Addr: 235 Live Oak Blvd City / State / Zip: Casselberry, FI 32707 REVIEWS AND COMMENTS Review Tvoe Status DOCUMENTS MISSING COMPLETE Comment: ENGINEERING DEPARTMENT COMPLETE Comment: ENVIRONMENTAL REVIEW COMPLETE Comment: "FIRE DEPARTMENT REVIEW COMPLETE Comment: FRONT COUNTER REVIEW COMPLETE Comment: . NOTIFIED FOR PICKUP COMPLETE T Comment: NOTIFIED FOR PICKUP - COMPLETE REVISIONS Comment: NOTIFIED FOR PICKUP - COMPLETE REVISIONS Comment: Owner(s): Angle Properties Lic Jurisdiction: SAINT LUCIE COUNTY Lot#: Block: Stories: Automatic Sprinkler System? No Fax Number: Email: Yazmin@Apcc-FI.Com Reviewed By Date Started Date Completed pate Released Angela Huff 1118/2017 10/2312017 1012312017 Jeffrey Johnson 6119/2017 6/1912017 6/19/2017 Ben Balcer 111812017 3121/2017 3121/2017 Tony Jerger 912512017 912612017 912612017 Angela Huff 1118/2017 1/1812017 1/1812017 Karen Nielsen 1012312017 10/2312017 10/2312017 Heather Burford 211612018 2/20/2018 2/2012018 Heather Burford 31212018 3/212018 312/2018 Planning& Development Services REVIEW COMMENTS Building &Code Regulation Division 2300 Virginia Avenue Fort Plerce, FL. 34982 Phohe:(772)462.2172 Fak:(772)462-6443 Page 2 ,. Comment: PE REVIEW COMMENTS (3) COMPLETE Joe Cicio 9/1912017 9129/2017 9/29/2017 Comment: PLANS EXAMINER ELECTRIC COMPLETE Walter Pride 8114/2017 811412017 811412017 Comment: PLANS EXAMINER ELECTRIC COMPLETE Walter Pride 8/14/2017 8114/2017 8114/2017 Comment: PLANS EXAMINER ELECTRIC COMPLETE Walter Pride 8114/2017 8/1412017 8/1412017 Comment: j,.PLANS EXAMINER MECHANICAL COMPLETE Carl Peterson 3/14/2017 3/14/2017 3/1412017 { Comment: f' 11PLANS EXAMINER MECHANICAL COMPLETE Carl Peterson 818/2017 81812017 8/812017 Comment: ' PLANS EXAMINER PLUMBING COMPLETE Greg Smyth 3/15/2017 311512017 3/1512017 Comment: PLANS EXAMINER PLUMBING COMPLETE Greg Smyth 8110/2017 8/1012017 Comment: PLANS EXAMINER REVIEW COMPLETE Joe Cicio 311312017 8/7/2017 8/7/2017 Comment: REVISION -SECOND ROUND INCOMPLETE Joe Cicio 31912018 COMMENTS 3/9/2018 Comment: SECOND ROUND OF REVISION COMMENTS • $150.00 FEE DUE UPON RE -SUBMITTAL ;t Comment: CHRIS ARLANDSON HAS SPECIFIED [4] 1"ANCHOR BOLTS IN HIS REPORT DATED 03/05/2018 AND THE 3/9/2018 UNITED LIGHTING WORKSHEET SPECS [ 2 ] ANCHOR BOLTS ??? 3/9/2018 Comment: IS THE STATED 1/4" WELD MENDING THE PLATE TO THE POLE i 3/9/2018 Comment: COMMENTS E-MAILED AS OF THIS DATE REVISIONS COMPLETE Joe Cicio 2/20/2018 2120/2018 Comment: REVISIONS COMPLETE Joe Cicio 212012018 2/2012018 2/20/2018 Comment: _ _REVISIONS-__ COMPLETE Joe Cicio 3/1/2018 3/1/2018 3/112018 Comment: REVISIONS COMPLETE Joe Cicio 3/1/2018 3/912018 3/9/2018 Comment: ZONING REVIEW COMPLETE Jeffrey Johnson 6/19/2017 9121/2017 9/2112017 Comment: 11 EX E ,i'ED IMP EM ' TrA I; N JA ;UARY 2�01 � 346 PORTLAND CEMENT CONCRETE — CLASSIFICATION, STRENGTH, SLUMP AND AIR CONTENT. (REV 3-28-11) (FA 5-18-11) (1-12) SUBARTICLE 346-3.1 (Pages 320 - 321) is deleted and the following substituted. 346-3.1 General: The separate classifications of concrete covered by this Section are designated as Class I, Class II, Class III, Class IV, Class V and Class VI. Strength, slump, and air content of each class are specified in Table 2. Substitution of a higher class concrete in lieu of a lower class concrete may be allowed when the substituted concrete mixes are included as part of the Contractor's Quality Control Plan, or for precast concrete, the Precast Concrete Producer's Quality Control Plan. The substituted higher class concrete must meet or exceed the requirements of the lower class concrete and both classes must contain the same types of mix ingredients. When the compressive strength acceptance data is less than the minimum compressive strength of the higher design mix, notify the Engineer. Acceptance is based on the requirements in Table 2 for the lower class concrete. TABLE 2 Class of Concrete Specified Minimum Strength (28 day) (psi) Target Slump Value I (inches) (c) Air Content Range (%) STRUCTURAL CONCRETE I (a) 3,000 3 (b) 1.0 to 6.0 I (Pavement) 3,000 2 1.0 to 6.0 II (a) 3,400 3 (b) 1.0 to 6.0 II (Bridge Deck) 4,500 3 (b) 1.0 to 6.0 III (e) 5,000 3 (b) 1.0 to 6.0 III (Seal) 3,000 8 1.0 to 6.0 IV 5,500 3 (b) (d) 1.0 to 6.0 IV (Drilled Shaft 4,000 8.5 0.0 to 6.0 V (Special) 6,000 3 (b) (d) 1.0 to 5.0 V 6,500 3 (b) (d) 1.0 to 5.0 VI 8,500 3 (b) (d) 1.0 to 5.0 (a) For precast three -sided culverts, box culverts, endwalls, inlets, manholes and junction boxes, the target slump value and air content will not apply. The maximum allowable slump is 6 inches, except as noted in (b). The Contractor is permitted to use concrete meeting the requirements of ASTM C 478 4,000 psi in lieu of Class I or Class II concrete for precast endwalls, inlets, manholes and junction boxes. (b) The Engineer may allow a higher target slump when a Type F, G, I or II admixture is used, except when flowing concrete is used. The maximum target slump shall be 7 inches. 3460000.1301 All Jobs (c) For a reduction in the target slump for slip -form operations, submit a revision to the mix design to the Engineer. (d) When the use of silica fume, ultrafine fly ash, or metakaolin is required as a pozzolan in Class IV, Class V, Class V (Special) or Class VI concrete, ensure that the concrete exceeds a resistivity of 29 KOhm-cm at 28 days, when tested in accordance with FM 5- 578. Submit three 4 x 8 inch cylindrical test specimens to the Engineer for resistivity testing before mix design approval. Take the resistivity test specimens from the concrete of the laboratory trial batch or from the field trial batch of at least 3 yd3. Verify the mix proportioning of the design mix and take representative samples of trial batch concrete for the required plastic and hardened property tests. Cure the field trial batch specimens similar to the standard laboratory curing methods. Submit the resistivity test specimens at least 7 days prior to the scheduled 28 day test. The average resistivity of the three cylinders, eight readings per cylinder, is an indicator of the permeability of the concrete mix. (e) When precast three -sided culverts, box culverts, endwalls, inlets, manholes or junction boxes require a Class III concrete, the minimum cementitious materials is 470 lb/yd3. Do not apply the air content range and the maximum target slump shall be 6 inches, except as allowed in (b).