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HomeMy WebLinkAboutBuilding Permit Application i j ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED I• ®^.� s Date: ` ^U4 "1 7i Permit Number: I 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 i PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line PROPOSED IMPROVEMENT LOCATION: Address: 9024 CHAMPIONS WAY PORT ST LUCIE Legal Description: LAKES AT PGA VILLAGE Property Tax ID#: 3334-501-0050-00-8 Lot No.36 Site Plan Name: Block No. Project Name: PROPERTY MASTERS Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK: REPLACE 3.5 TON AC SYSTEM. 10 KW HEAT, 15.00 SEER NEW THERMOSTAT .CONSTRUCTION INFORMATION: Additional work to be performed under t ispermit—check all appy: ZHVAC Gas Tank E]Gas Piping _Shutters Q Windows/Doors FlElectric 0 Plumbing Sprinklers Generator Roof Roof pitch Total Sq. Ft of Construction: S . Ft.of First Floor: Cost of Construction:$ 5,000.00 Utilities:'nSewer Septic Building Height: -OWNER/LESSEE: CONTRACTOR: Name MTGLQ INVESTORS LP Name: DONALD TAYLOR Address:15480 LAGUNA CANYON RD STE100 Company: TAYLOR MADE AIR CONDITIONING City: IRVINE State:CA Address: 5315 HAVASU COURT Zip Code: 92618 Fax: City: LAKE WORTH State:FL Phone No. Zip Code: 33467 Fax: NO E-Mail: Phone No. 561-767-6518 Fill in fee simple Title Holder on next page(if different E-Mail: DON@TAYLORMADEAC.COM from the Owner listed above) State or County License: CAC056651C If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. ti I SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable Name:MTGLQ INVESTORS LP Name:DONALD TAYLOR Address:9024 CHAMPIONS WAY PORT ST LUCIE Address: 15480 LAGUNA CANYON RD STE100 City: IRVINE' State: CA City: LAKE WORTH State: Zip: 92618 Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address:5315 HAVASU COURT Address: City: City: Zip: Phone: Zip: Phone: I i OWNER/CONTRACTOR AFFIDVIT:Application is hereby made to obtain a permit to do the work and installation as indicated. 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 thepermit 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. IThe 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, consult with der or an attorney before commencing work r recordi Notice of Commencement. Signature of Owner/Lessee/Co for as Agent or Owner Signature o Contract License Olde STATE OF FLORID • _ STATE OF FLORIDA j COUNTY OF �` . i.� COUNTY OF The forgoing instr, ent wa acknowledged before me The forgoing instr e t was acknowledge�efore me this day of 20JL by this [�. y of 20 ( by innnaid _r.�„utoe, Name of person making sta ement Name of person making statement Personally Known OR Produced Identification Personally Known OR Produced Identific tion r Type of Identification Type of Id fl ons I Produced Produced ,b�ve�- z �O O %v (5' na ure of Notary ,,i,1 ,5,, t f to ida7)F (Signatu of ota Public-State of Florida) 3 N._� Tra L HPHNA INGRAM Q. N Commission No. ••'�`P0.rP`I �$ue 1� Commission No. ^' Notary ruoail�-State of Florida _ �G)c • My Comm.Expires Dec 20,2018 o °c Commission#FF 177249 t �,�„T m '�����" On E thro!i0h I aDpr,�l IJoiary assn.{;' N w ii REVIEWS 0R0NTY� ZONBIRO SUPERVISOR PLANS VEGETATION SEA TURTLE M COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW R DATE RECEIVED DATE COMPLETED Rev.8/2/17 TROY S.BISHOP,P.E. RHEEM SALES COMPANY, INC. 0PE711 WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE-DOWN CLIPS: AT GRADE MOUNTED APPLICATIONS 06/0/I I-15 VAUD FOR I PERI R ONLY U.N.O 1.000" U1 i 0.750" APPROVED DESIGN I ASCE 7-10 Z pp" a (Vasd-136 MPH),EXPOSURE-D', CRITERIA: AT GRADE INSTALLATION ONLY Q[J� S4, 1.250' WVTjJS Z LL g O U — 931 qk� 0 ? 5,U w a 0u DESIGN NOTES: O mp" Z Z w THIS SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7-10 AND ' THE FLORIDA BUILDING CODE FIFTH EDITION(2014)FOR USE WITHIN AND w "+0 3 w �_ 0 OUTSIDE THE HIGH VELOCITY HURRICANE ZONE.THE DESIGN CRITERIA W 3 m © SIM.TO BUT SIM.TO BUT O _ CONSIDERS ASCE 7-10 SECTION 29.4.1 FOR"OTHER STRUCTURES-SOLID V1 w 3 z m ON DPP.FACE ^I c FREESTANDING WALLS"INSTALLATIONS AT GRADE.ALL DESIGN VARIABLES z © z ON OPP.FACE 0 c ARE IN ACCORDANCE WITH ASCE 7-10 CHAPTERS 26&29. ,i p o A c �0 Q GENERAL NOTES: a EDT,P" 0 O 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN z CONCRETE CONCRETE ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE I--I SUPPORTING SUPPORTING FIFTH EDITION(2014)&ASCE 7-10.THIS SYSTEM MAY BE USED WITHIN STRUCTURE BY STRUCTURE BY O AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE.THIS DESIGN IS NOT Na OTHERS,TYP. B OTHERS,TYP. D INTENDED TO CERTIFY IMPACT RESISTANCE OF THE MECHANICAL UNIT Z CONTROL BOX CABINETRY, Q U 4a 2. NO 33-1/3°/"INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE z 1 MECHANICAL UNIT Z MECHANICAL UNIT 1 11.000" DESIGN OF THIS SYSTEM. O 2 3. DESIGN&CERTIFICATION OF THE UNIT CABINETRY IS APPROVED THROUGH O 1 N.T.S. FRONT ISOMETRIC 1 N.T.S. BACK ISOMETRIC TIE-DOWN TEST REPORT#0323.01-15 BY AMERICAN TEST LAB OF SOUTH FLORIDA. V w 4. ALL DIMENSIONS AND THE MINIMUM WEIGHT(199 LB MINIMUM)OF (n P THESE ISOMETRICS ARE INTENDED FOR BRACKET MECHANICAL UNIT SHALL CONFORM TO LIMITATIONS STATED HEREIN.ALL Luw (2)-#10 SMS PER BRACKET FOR UNITS DIAGRAMMATICAL PURPOSES ONLY;ALTERNATE RHEEM MIAMI TECH CLIP:14GA(0.07") MECHANICAL SPECIFICATIONS(CLEAR SPACE,TONNAGE,ETC.)SHALL BE Q m UP TO 35"TALL.(3)-#10 SMS PER UNITS LISTED HEREIN MAY VARY IN APPEARANCE ASTM A653 Fu=90 KSI STEEL AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS BRACKET FOR UNITS UP TO 39 TALL (CUTD8)OR 0.080"5052-H32 RESPONSIBILITY OF THE CONTRACTOR. C 9 (ONLY(2)SMS SHOWN BELOW) ALUMINUM(CUTDAB),MIAMI S. TAPCONS REFERRED TO HEREIN SHALL BE ITW BUILDEX BRAND,ASTM F593 z INTERNAL POST TECH KIT*RRCUTDSMK OR 410 STAINLESS STEEL OR EQUIVALENT ONLY,INSTALLED TO 3000 PSI MIN Lu ADJACENT TO RRCUTDASMK CONCRETE.SEE ANCHOR SCHEDULE FOR ANCHOR REQUIREMENTS.ALL W B CONTROL BOX SHEET METAL SCREWS USED TO FASTEN BRACKETS TO MECHANICAL UNITS 2 ° OLIVERf0oo SHALL BE#10(14 MIN THREADS PER INCH)ASTM F593 410 STAINLESS0 PANEL, STEEL OR EQUIVALENT ONLY.PROVIDE(5)PITCHES MINIMUM PAST THEU TYp. THREAD PLANE FOR SHEET METAL SCREWS.ALL FASTENERS SHALL HAVEUOOAPPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS.Q (35.25" 6. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION. § CLl B LIP© AS A MINIMUM,ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4"MIN.Q UNIT BAUNIT BASE UNITBASE THICK AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, ANCHOR PER U0 PANPAN U0 PAN UNLESS NOTED OTHERWISE. m Q 7. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM 3 g SCHEDULE DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. a 8. ELECTRICAL GROUND,WHEN REQUIRED,TO BE DESIGNED&INSTALLED BY m bg LIP OTHERS. x m 9ge2 r3 3000 PSI MIN. n g �— 9. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND CONCRETE BY p O v SUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONSITE DESIGN o E OTHERS,TYP © O&© •O f PROFESSIONAL AND IS NOT INCLUDED IN THIS CERTIFICA1ION.EXCEPT AS ¢ qqqq� CLI A DIM.1 O EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR7 rc AFFIRMATIONS ARE INTENDED. epi QA &©ARE SIM CONTROL && AND OCCUR ON BOX 30.THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE DPP.FACES BETAKEN FR ---SS— ONLY —————— INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT stl S DATUM FACE FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR y� 3 TIE-DOWN BRACKETS +g� 2 USE IN CONJUNCTION WITH THIS DOCUMENT. S gsgS s 4 -DOWN BRACKET LAYOUT N.T.S. ELEVATION 11.WATER-TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL g 1 1 N.T.S. PLAN RESPONSIBILITY OF THE INSTALLING CONTRACTOR.CONTRACTOR SHALL COPYRIGHT FRANK BBOIARDOP.E ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS 15-2543 RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE APPLICABLE MODELS: PROPOSED HEREIN.THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY SCALE: N.T.S. RA; , 1636 ' 2SHALLRESPONSIBILITY DESCRIPTION: TON:ANCHOR SCHEDULE:s T - E : A � WATER-TIGHTNSS E THE FULL OF WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR THE 39'TALLUNIS E SUBSTRATE '--- - DESCRIPTION --- DIM.1 4.50"MAX OFFSET FROM DATUM FACE RP1336,RP1348,RP1436,RP1442, INSTALLING CONTRACTOR. 33.75'x 33.75•FOOTPRINT tv (1)-1/4"0 STAINLESS STEEL ITW BUILDER TAPCON, DIM.2 28.00"MIN OFFSET FROM DATUM FACE RP1448,RP1530,RD1430.RP1536, 12. FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE CONCRETE °F9 o : 3 RD1436,RP1542,RD1442, Vult WIND SPEEDS USED IN THIS DOCUMENT,SEE SECTION 26.7.3 OF ASCE — (4"THICK MIN, 1/"FULL EMBED TO CONCRETE,2 "MIN.EDGE DIM.3 29.00"MIN OFFSET FROM DATUM FACE RAR1A1724,RANA2036, 7-10. f� Q3000 PSI MIN.) DISTANCE,3"MIN.SPACING TO ANY ADJACENT ,Lfl 3 ANCHOR. DIM.4 13.00 MAX OFFSET FROM DATUM FACE RAIUA2024 RP/UP1724,RP/UP1736, RAIUA1736,RPIUP2024 8