Loading...
HomeMy WebLinkAboutBuilding Permit Application ALL AP PLI ABL INFO ST E COMPLETED FOR APPLICATION TO BE ACCEPTED 05P Date: Permit Number: t 41111111111111 • Building Permit Application 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 x PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line PR :POSED IMPROVEMENT LOCATION: Address: 258 NETTLES BLVD Legal Description: NETTLES ISLAND INC,A CONDO-SECTION II PARCEL 258 ANDPRO-RATA SHARE IN COMMON ELEMENTS (OR 1259-1866) Property Tax ID#: 4502-501-0444-000-5 Lot No. Site Plan Name: VEACH Block No. Project Name: VEACH Setbacks Front Back: Right Side: Left Side: DETA,ILE'D DESCRIPTION OF WORK: A/C CHANGE OUT EXACT REPLACEMENT �s Ste- 3 TZ"J COINSTR.UCTIO,N INFORMATION: . Additional work to be nertormed under t ispermit—check all appy: a Gas Tank E]Gas Piping OGenerator Doors ping Shutters Windows/Electric Plumbing Sprinklers E] Roof Roof pitch Total Sq. Ft.of Construction: 1744 S . Ft. of First Floor: Cost of Construction: $ 3975.00 Litilities:i Sewer F]Septic Building Height: OWiNiBILESSEE: CONTRACTOR: NameVEACH PROPERTIES LTD PRTNSHP Name: MARK A VINES Address:1350 ROYALTY CIR, Company: AZTIL AIR CONDITIONING City: STATESVILLE State:NC Address: 2540 S MILITARY TRAIL Zip Code: 28625 Fax.561-434-0018 City: WEST PALM BEACH - State:FL Phone No. 704-380-3692 Zip Code: 33415 Fax: 561-434-0018 E-Mail: Phone No. 561-433-2197 Fill in fee simple Title Holder on next page( if different E-Mail: PERMITS@AZTILAC.COM from the Owner listed above) State or County License: CAC049253 If value of construction is.$2500 or more,a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY:' _ Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone: Zip: Phone: FEE SIMPLE TITLE HOLDER: _ Not Applicable BONDING COMPANY: Not Applicable Name: 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 applications 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 WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, cons h lender or an attorney before comm work or recording our Notice of Commenceme s Signature of Own /Lessee ontractor as Agent for Owner Signature o Contr for/License Holder STATE OF FLORIDA STATE OF FLORIDA `� COUNTY OF ?? COUNTY OF / / /�.J The for oing instrument was acknowledged efore me The forgoing instrument was acknowledge before me this day ofz�?�� 201by this day of —1 20,- y (Name of person ac nowled ) (Name of person ackno gi ) ignat re otary Public-State of Florida ) (Si a re ic-State of Florida) Person I Known R Produced Identification Persona y own OR Produced Identification Type o Identifica ion�P_&OcedType o Id ntification Produc apvr� a► !P.ya`' JOHN EDWARD GIFFO ,=o<........,a�.J H DWARII = 0 D °• L, Commission No. Q$t5�1� ommission No. _+!t i= '�pMMISSION#FFo77n ` MY COMMISSION#FFo74,7 f ��. jos �s°?F'ar1Fyo?a EXPIRES December 17,201 +1oFF;o?,•° EXPIRES December 17,201 (107)398.0153 Floridallot» Sevieo,0911) Revised 07/15/2014 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS CERTIFIEW Lwww.ahridirectory.org Certificate of Product Ratings AHRI Certified Reference Number: 7492161 Date: 9/28/2016 Product: Split System: Air-Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: RA1442AJ1 Indoor Unit Model Number: RH1T4821STAN Manufacturer: RHEEM SALES COMPANY, INC. Trade/Brand name: RHEEM; RUUD Region: Southeast and North (AL,AR, DC, DE, FL, GA, HI, KY, LA, MD, MS, NC, OK, SC, TN,TX,VA AK, CO, CT, ID, IL, IA, IN, KS, MA, ME, MI, MN, MO, MT, ND, NE, NH, NJ, NY, OH, OR, PA, RI, SD, UT, VT, WA, WV,WI, WY, U.S.Territories) Region Note: Central air conditioners manufactured prior to January 1, 2015, are eligible to be installed in all regions until June 30, 2016. Beginning July 1, 2016, central air conditioners can only be installed in region(s)for which they meet the regional efficiency requirement. Series name:-.-_—..._.___________ Manufacturer responsible for the-rating-of this system combination is RHEEM SALES COMPANY, INCA. Rated as foll pW s in`accoriia ice ith-AHR11Standardw21:0/240-2008-•ft r`Unita , Air Conditionin id.Air,Source Heat;Pump Equipment-and subject-to-verlfieation of rating accuracy by AHRI_sponsoredl, Independent, third party,testing: 5� I - I - ✓ i ( I_E I Cooling Ca acit Btuh . 42000 '., EER Rating (Cooling): .12.50 `SEER-Rating(Cooling)--- -----_- 1-5.-00_-_-_ __- IEER Rating (Cooling): Ratings followed by an asterisk(')indicate a voluntary rerate of previously published data,unless accompanied with a WAS,which indicates an involuntary rerate. DISCLAIMER AHRI does not endorse the product(s)listed on this Certificate and makes no representations,warranties or guarantees as to,and assumes no responsibility for, the product(s)listed on this Certificate.AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s),or the unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for models and configurations listed In the directory at www.ahridirectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI.This Certificate shall only be used for individual,personal and confidential reference purposes.The contents of this Certificate may not,in whole or in part,be reproduced;copied;disseminated; entered Into a computer database;or otherwise utilized,In any form or manner or by any means,except for the user's individual, AM personal and confidential reference. AIR-CONDITIONING,HEATING, CERTIFICATE VERIFICATION &REFRIGERATION INSTITUTE The information for the model cited on this certificate can be verified at www.ahridirectory.org,click on"Verify Certificate"link we make life better- and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which Is listed above,and the Certificate No.,which Is listed at bottom right. ©2014 Air-Conditioning,Heating,and Refrigeration Institute CERTIFICATE NO.: 131195570530170385 TROY S.BISHOP,P,E, RHEEM SALES ,COMPANY, 1N 131 .;�, .. ...�� 'RAM a. *.r - .....$'�' :: 1 x WIND LOAD CERTIFICATION'OF MECHANICAL UNIT CABINETRY AND`-STEEUALUMINUM TIE-DOWN`CLIPS ',�A GRADE'MOUlVTED APPLICATIONS 06,r10j2015 VALt�F1iR t P[RMtTYfNLY t1,N.Ct i X1'00° APPROVED DESIGN �ASCE7-10 Vu11=175 MPH Z o a c a (Vasd-136 MPH},EXPOSURE c o > �1pSNh Y�VN� �10tN>.\�(All 0.750" CRITERIA, AT GRADE INSTALLATION ONLY W[f� w j O .,/g5 a5 MP'E• --'�. 3S PSMPS' _ 3S�S GrN 1.250..��// W1[41ew�1( �m L)2 I;" DESIGN NOTES: p� d W" z<g 03 H F O THIS SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7-10 AND ZX IN O 4 'a a x O THE FLORIDA BUILDING CODE FIFTH EDITION(2014)FOR USE WITHIN AND W W OUTSIDE THE HIGH VELOCITY HURRICANE ZONE.THE DESIGN CRITERIA ,I SF�t 70 t BUT s t'I CONSIDERS ASCE 7-10 SECTION 29.4.1 FOR"OTHER STRUCTURES-SOLID In 3 m n SII'..TO k OUT O FREESTANDING WALLS"INSTALLATIONS AT GRADE.ALL DESIGN VARIABLES o ON OPP.FACE = ON OPP,FACT: c ARE IN ACCORDANCE WITH ASCE 7-10 CHAPTERS 26&29. ai p u A s - C R � a {�(U GENERAL NOTES: U E 0.306" U 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN z CONCRETE CONCRET -Typ. T'� ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE H--t SUPPORTING FIFTH EDITION(2014}&ASCE 7-10.THIS SYSTEM MAY BE USED WITHIN SUPPORTING AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE.THIS DESIGN IS NOT a STRUCTURE,BY STRUCTURE 8Y O(� vi D U INTENDED TO CERTIFY IMPACT RESISTANCE OF THE MECHANICAL UNIT Z d OTHERS,TYP. B OTHERS,TYP. CONTROL BOX MECHANICAL UNIT z MECHANICAL UNIT 2 DESIGCABINNTOF THIS SYSTEE M.ALLOWABLE STRESS HAS BEEN USED IN THE z 1 N.T.S. FRONT ISOMETRIC1 N.T.S. BACK ISOMETRIC 1.000" 3. TEST REPORT 0323DESIGN& A03o 5 BY AMERICAN TEST tAN OF THE UNIT R6 OF SOUTH FLORIDAY IS APPROVED UGH 0 TIE-DOWN 4. ALL DIMENSIONS AND THE MINIMUM WEIGHT(200 LB MINIMUM)OF (JJ N THESE ISOMETRICS ARE INTENDED FOR MECHANICAL UNIT SHALL CONFORM TO LIMITATIONS STATED HEREIN,ALL W DIAGRAMMATICAL PURPOSES ONLY;ALTERNATE RHEEM BRACKET MECHANICAL SPECIFICATIONS(CLEAR SPACE,TONNAGE,ETC,)SHALL BE J w F' UNITS LISTED HEREIN MAY VARY IN APPEARANCE MIAMI TECH CLIP:14GA(0.07") AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS < o --- ASTM A653 Fu-90 KSI STEEL RESPONSIBILITY OFTHE CONTRACTOR. W r (CUTD8)OR 0.080"5052-H32 S. TAPCONS REFERRED TO HEREIN SHALL BE ITW BUILDEX BRAND,ASTM F593 2: (2)-#10 ALUMINUM CUTDAB,MIAMI 4T0 STAINLESS STEEL OR EQUIVALENT ONLY,INSTALLED TO 3000 PSI MIN INTERNAL POST ( ) W g "ODD SMS PER ADJACENT TO TECH KIT#RRCUTpSMK OR CONCRETE.SEE ANCHOR SCHEDULE FOR ANCHOR REQUIREMENTS.ALL W dBRACKET, RRCUTDASMK SHEET METAL SCREWS USED TO FASTEN BRACKETS TO MECHANICAL UNITS = g .;c Typ, CONTROL BOX SHALL BE#10(14 MIN THREADS PER INCH)ASTM FS93 410 STAINLESS CC x STEEL OR EQUIVALENT ONLY,PROVIDE(S)PITCHES MINIMUM PAST THE1p _ THREAD PLANE FOR SHEET METAL SCREWS.ALL FASTENERS SHALL HAVE,. APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS." 6. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATIONO ' , 337.25rT LIP C AS A MINIMUM,ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4"MIN. NIT BASE UNIT BASE CLI B O THICK AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, N �0 PAN � UNLESS NOTED OTHERWISE. aANCHOR PER ! 7. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROMSCHEDULE U (f DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 8. ELECTRICAL GROUND,WHEN REQUIRED,TO BE DESIGNED&INSTALLED BY "Qc s '�' ,,� OTHERS. 3000 PSI MIN. _ UPS:/ 9. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTANDCONCRETE BY - SUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONSITE DESIGN OTHERS,TYP. �j-y� O P PROFESSIONAL AND IS NOT INCLUDED IN THIS CERTIFICATION.EXCEPT AS rc¢ tY1 1 f EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR CLIDIM. ^pAFFIRMATIONS ARE INTENDED. - tll Q&Q ARE SIM i CONTROL 10. THE SYSTEM DETAILED HEREIN 1S GENERIC AND DOES NOT PROVIDE ra."�.'a AND OCCUR ON CLIP OFFSET DIMENSION SHALL BOX INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT wlg OPP.FACES BE TAKEN FROM THIS SIDE ONLY -"'-"'- FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR a .. DATUM FACE REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR m`� YL" 3 TIE-DOWN BRACKETS USE IN CONJUNCTION WITH THIS DOCUMENT, _ TIE-DOWN BRACKET LAYOUT 11. WATER-TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL 1 N.T.S, ELEVATION RESPONSIBILITY OF THE INSTALLING CONTRACTOR.CONTRACTOR SHALL fApYRIGHT FRANK L BENNNi80 RE. 1 N.T.S. PIAN ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE 1S RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE 15-254.3 PROPOSED HEREIN.TANCHOR.SCHEDULE: APPLICABLE MODELS: WATERPROOFING OR HLEAKAGE ISSUES WHICH MAY OCCURENGINEER SHALL NOT BENAASBLE FOR ANY SCALE: SCHEDULE: APPLICABLE OEUNITSCRIlTlON: TIE-DOWN BRACKET OFFSETS: RA1360,RA1442A, WATER-TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE 3S'TALL S ti SUBSTRATE DESCRIPTION DIM.1 4,50"MAX OFFSET FROM DATUM FACE RA1448,RA1460, INSTALLING CONTRACTOR. 35.]5'x35.76 FOOTPRINT CONCRETE: (1)-1/4"0 STAINLESS STEEL ITW BUILDEX TAPCON, DIM.2 30.00"MIN OFFSET FROM DATUM FACE RAJ 630,RA1636A, 12. FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE (4"THICK MIN, 1]a"FULL EMBED TO CONCRETE,2h"MIN,EDGE ur RPIUP2036, Vult WIND SPEEDS USED IN THIS DOCUMENT,SEE SECTION 26.7,3 OF ASCE v 3000 PSI MIN.) DISTANCE,3"MIN.SPACING TO ANY ADJACENT DIM.3 31.00"MIN OFFSET FROM DATUM FACE ANCHOR. DIM.4 13.00"MAX OFFSET FROM DATUM FACE