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HomeMy WebLinkAboutSUBMITTED PAPERSSoli.✓ ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: _�s151 1 F Permit Number: 111111111hSCANNED sC n,:j BY St. Lucie County 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 PERMIT APPLICATION FOR: Solar Hfa:1 7 [PROPOSED IMPROVEMENT LOCATION::'" = - Address: Legal Des Property Tax IDii: IVOI-$0l-Da(8-ow-1 Lot No. Site Plan Project Name: Setbacks Fr Back: Right Side: Left Side: Block No. CONSTRUCTION'I,NFORMATION: a A(lonionalworKtotIfeiertormed under tispermit—check all that apply: E1HW Gas Tank Gas Piping _Shutters ❑ Windows/Doors 11 Electric 0 Plumbing []Sprinklers ElGenerator D Roof Total Sq. Ft of Construction: Cost of Construction: $ 24 t7b S Ft. of First Floor: Utilities: []Sewer0Septic Building Height: OWNS / ESSEE CONTRACTOR: Name lJ Name: Foee 7- C 'Tl -loal Address: Company: IfL70rU OLUMIJi2L- d SOA-I+2 City:i-l)r+ Dam 21,E State: Zip Code: J4�1'_SI Fax: Phone No. Address: r9d.S C[lLirrfUE7Z PL City:(-�//27- P1672& State: 1=L Zip Code: �3t!J6'2— Fax:C 2,) 4LS-Oadry- Phone No. (71AI 46E -Q)L &q E-Mail: Fill in fee simple Title Holder on next page (if different from the Owner listed above) E-Mail: iZC'TrZyOn. (Z' /-_YlL, GO n-) State or County License: 0--5g O Cv 0 If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. .SUPPLEMENTAL'CONSTRUCTION,LIEN LAW; INFORMATION.:` DESIGNER/ENGINEER: _ Name: Not Applicable MORTGAGE COMPANY: Name: _ Not Applicable Address: Address: City: Zip: Phone: State: City: Zip: Phone: State: FEE SIMPLE TITLE HOLDER: _ Name: Not Applicable BONDING COMPANY: Name: _Not Applicable 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 Countyy makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in contlict 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, consult with lender or an attorney before commencing work or recordine your Notice of Commencement. of Contractor/License S7*E OF FLORI jj I STATE OF FLORIDA p f� COUNTY OF �4f UAi ,I.Pi COUNTY OF .5-1 46d e- The egg ins ru a was cl [edged before me The forgoing instrument was acknowledged before me this LL day of� 20 14 by this _L-L day of %X, . 20 14 by Jo h r\ Rd k,m-T C- TR7o A, '7NaV of person acknowledging) (Name of person acknowledging ) _�A L/ .4 44, a,cs (Signature of Notary Public- State of Florida ) PersonallyKnown- ,OS,pro uc' Type of Identification r•6s u wrureE emmrsti . _ My CommT,�,�E�'xp7p�11'res Mar 28, 201 Expires 8/10/2015 (Seal) Commission No. COIIIIPIS8t011 Y EEf1T5808 Revised 07/15/2014 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS Feb 11 1511:20a TRYON PLUMBING & SOLAR 772-465-0284 JOSEPH E. SMITH, CLEI-n _::r TEE CIRCUIT COURT - SAINT LUCIE COUD' FILE 6 4039609 OR BOOK 3715 PAGE 2004, Recorded 02/10/2015 at 03:23 rM p.1 NOTICE OF COMMENCEMENT To be completed when construction exceeds S2,S00.00 /�.�J� orwhm HmUngorArCmdlllcning RepWror Replammmteetcds S7,500.00 PERMIT NO. + �. g TA%FOLID No STATE OF FIOJI. COUNTYOF The undersigned hereby gives notice that improvement will be made to certain real property, and In accordance with Chapter 713 Florida Statutes, the following information is provided in the Notice of Commencement: d%10iiri►WVAISi• General Description of Improvements: SOLAR HEATING SYSTEM Amer N mnation or Lessee Information, Ifthe Lessee Contracted fertile Improvement: �° �y \ Name: u6k.;� •.•, Address: _ _ K�lLC..}_71_� Interest in She of Improvement Fee Simple Y> c Fee Simple Title Holder (If other than owner) Contactor: TRYON PLUMBING INC. P.O. BOX 13025 FORT PIERCE, FL 34979 o z Cr Surety. (If applicable• a copy of the payment bond is attached): vC Name wW Address:___—__—________- Phone Number_ _ ___Amount of Bond:____—_ Address: Number --- Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by Florida Statutes Section 713.13(1)(a)M: Number In addition to himself, Owner designates of —to recelve a copy of the Lienoes Notice as provided In Section 713.13 (1) (b ), Florida Statues: Phone number of person or entity designated by Owner_________----___ BYpimnon date of rake or commencement ( the expiration date may not be before the completion of construction and float payment to the mnoac ra, but W it bet year from the date of recording unless a different date Is Specified. WARMNO TO OYMFR: ANYPAVMENTS MADE I'THE OWNER AFTER THE UPIRATION OF THE NOTCE OF COMNENOEMENTAPE CONSmEREO INFROPER PAYM ENES UNDEA 01APTER 713. PART I • SEU104 713.11. NLDMOA SrYFUES AND CAN RESULT IN YOUR PAYING TWOS FOR 1WROVEmIRMS TO YOUR PRO°HtT•. A NOTICE OF OWNIDICEHFNr MUST BE RECORDS) AND POSTED ON THE JOB 511E BEFORETHE TEST INSPECTION. IF YOU INTEND TO OBTAIN FDI JMG,CONSULT yTFH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCINO WORN OR REDO RMAG YOUR NOYCE OFCGMMENCEMFNr. VnderpenalTy of eJU , I dedarethatl Five re oche oing anti tha[the facts In It are five to the best of my knowledge and belle(. wmaruaE txoxtEss as soR///y/swn19R1=roonrrwolattTeslMAw.vryvannra V1U� 1�_Y F P44TWUEAI0P DETITA / State of Florida, County of �• ddAd'aSLn A !M .. r� Ack owledge- 01d before me this = _ day Of 2015 by _ _ _ r J to _ -_who Is personally known to me or has Ided as identification. .T - p .fir{.4� 4�^c j� ""�" ENERGY �i.... ti4 0 FSEC S10G4 M =1 t'�•! J i l l- i� Aquatherm industries, 1985 Rutgers University Blvd. Lakewood,.New Jersey '09701 OCT 81 Solar industries Flo -Director Fool Reating System The system listed below was evaluated by the Florida Solar Energy Center (FSEC) in accordance with V Florida Standards Program for Solar DomesticWaterand Pool Beating Systems (FSEC-GP-80-7) and wa found to meet tfte minimum.standards established- by, FSEC. t Aquathermis Solar Indus.- 11001 As required 35,800 Btu 2 Acuatherm's Sola- Tmdus 1100 2929 509 00 Btu 3A.,athermas_Solar-Indus. a, 11011 as 22 TOO Btu 4 &pmtherma s Solar_ Indus. 11051; ❑ Direct I Not kML I cable ❑ Int Beat Each. - 2. 3 d 1 F r cling Pool P� 2 4- Controller Model ® Differential Temperature i Solar .lndustries 202 _ O3 Z l ❑ Absolute Temperature 2 HeUo-troloe Ri14QQ /HZ ❑ ThermosPphoh 3lndevendeat Ever C35 COPY ❑ Other 4 Solarmetri:cs SFIO/SPZCI flLE Major Components I Flo -Director II. 3-way. valve in addition to above 2 Heliotrove Flo-Verter'valve 3 Jandy JVA1200 valve .4 Ortega II valve if further informatiorr-is required you may contact the Florida Solar Energy. Center at the abode addrOt Solar Indushies-SPM %alas Poo, Hea ng We=) 1940 Rulgem LWPMrsbypttd Lakewood, New Jersey 08701 — II a_HF.` 1000 -5 TniasotarcoVaetorvasevdltMtedbytftRoMaSMVEBeWl�}tna vxm+pr�1�++.1.� ,��•w�,•.—_ :--- 7idsevatuati�tvrdStse�dt$ISa�dol PeatBteFimf�Setsrtt':,'. '���90� - theminimlansmrtd�ds�fabUs11P1ilsyFSEC. cowa.F7edda•ruepurpasaoFmetr�atovmal+6u"Uatps�om�nwmndif�s�dgoa�iyefaon.�rue6onaffi5� is riot a ammram otlortg term patirmium or dufaft. Gross iatglh 3AM taraters Gross Width Gross pepgt MM matam 0.049 meters 0.16 %est Cross Area 4.eu8 squaw meters - 47� s T anspment Frans/ Area. ,• nMMM 7.2 volumetric CapadLy 14,.SM � -gallons 21.8 potmds WeilgYA (empty) 9.7 Mogtams Recommended Flow Raw 815 go gpm � 0 wM)dmum Opwamtq Press= 241 ltP� psig Mmek um, 4Mmd Load hiof.Appliaable Rmhe. of Caw Fkas Flow pattem None Parallel Faread Ckoulation Number of Flow Tubes pAbft nk-ft ARA-19MALS Enclosure Mona Glaring Mane /p ' a3 z 7 Absorber Polypropylene tube mat WM uu shun Absorber Coaft ►Vane Intnifetion None 7i#ERtI®AL Pi�OR�AlVCE - Tested per ASHRPE 96-1980 (RA 1989) InddentAngle Modriier MOM =1.4 .0.08 icc�se Bffeawy 5qua6ons R = 85.8 - 1943 (Ti-Ta)fi el = ame - 3a {r�-Ta)A ass-tsT- tlt-`aM - = fTTwip a t(Ttia)/[1 IF Unlit; of- i-Tan we °C f VJat#!mz - - Unds of'FbTa era °F•d B ' RA7MG 7heaolledortmebeen ralediorenergyoutpUtOnmrae easdpetiamt�tceandrota�tultedstandardday. ioYafsot.•energyaysllable iorthestandardday is80A5WaMftUtsW(jgDDB "tisrbAedatrera10htlt pand Output wergg ratings for this eonwwrbased an the semnd-dtdereffteray ctm are: Ce!led" TavipeIdta -anewoutput Low Tempera$rre. WC WF) 4b,700 jobjmdesIday 4T,200 BWday ,Mnriediate Tempmutio , 5000 (122'F) 18,800 iGiolauleslday 1T,800 BWday high TaMpePimbin, IWO (212'F) t3 i616jatlles(day O awday _v_y. � ram. '.! •!� a Migurle la BOOSTER PUMP SYSTEM ©UUMS MINI FOR OUT-910R, F"u-!0U v U10� V U�dE 1rI�¢�rona� !opli¢sl) I ELW RONIC CONSFOL MACIILM SOLAR VAGULDd MNson :al- =—FVALVE 1!aler LiN� �o co-,! =c �oa9 ISOUMON 6LLUAL amw i( METER irl=,* 9COY l—E_'. FMIP K� \ f VALVE : V1.1YY a--MSDF. VaL�1E V�i. �JE ;s' cfluoas END CP,i' m..�a CUILTI LNE - TiERMOMEiER lc�mcl Isol„; or! CHEOM vnl�� tc^.d:nal ILakLLVfdVE 6opna4m �4 ,r�EA-jEa T COLD ,yI_+T_TCD MATURTO P 'N COLLECTORS OL i0-40 Ravigort UnlV9Fj0zy B'hid- p ,,,7wvw �y S rscay II Fart Ida'aQTI ROV.ZMD 12 Q2090 ASuath.=i Indusift SOW €WI H�Yatg S/&ie ACCEPTABLE ALTERNATE EXTEND THRU TO SHEATHING BELOW ADD SEALENT AT CONNECTION PROVIDE TAPCON SCREWS OF ADEQUATE LENGTH TO SECURE BRACKET TO CEMENT TILE. DRILL HOLE THRU CONC. TILE AND INSTALL TAPCON SO AS NOT TO BREAK TILES. 1/4` LAG ACCEPTABLE ALTERNATE OR #14 PHIL PAN OR HEX HEAD ACCEPTABLE ALTERNATE S-5 CLAMP S-5 CLAMP 3" PANEL r, .032 THICK STANDING SEAM CONNECTION " IWRIraRE ST wANS OR MW PANELS SHALL NOT BE INSTALLED IN CORNER ZONES OF ROOF ASSEMBLIES. w RIDGE a o_ �\Q PANEL ROOF CORNER ZONE SHALL BE 10 PERCENT OF SHORT DIMENSION OF BUILDING OR 40 PERCENT OF MEAN HEIGHT, OR 3 FT. WHICH EVER IS SMALLER. upper hold down clamp see detail A 4'xB', 10' or 12' solar panels X O E STRAP SIT A KET DETAIL C X 0 strap ....... PLEASE NOTE: LOWER CLAMP/SPRNG ASSQIBLY MAYBE OMITTED PROVIDED A CONTINUOUS CROSS STRAP IS INSTALLED NO MORE THAN I2' ABOVE LOWER/RMRN ASSEMBLY 0 PANEL w DO RIDGE 6 ROOF LAYOUT GENERAL CONDITIONS I 0 F_ OR HEX HEAD SCREW. -,,,ROO� w 4 i a e- aaa . : 1. a STRAP SPACING upper clamp assembly detail A 48' O.C. MAX SPRING ASSEMBLY AT CONTRACTORS OPTION PANELS III 14X 1 1/2-PAN HEAD rO F OR HEX HEAD SCREW. /ROOFING lower clamp assembly detail B NOTE: LOWER CLAMP/SPRING ASSEMBLY MAY BE DELETED PROVIDED BOTTOM CONTINUOUS STRAP IS LOCATED WITHIN 12' OF BASE `--- LOWER/RETURN ASSEMBLY LOWER hold down clamp see detail B 1. THE SOLAR COLLECTOR INSTALLATION AS DETAILED IN THE DRAWINGS IS FOR THE INSTALATION OF POTABLE WATER HEATING SYSTEMS ON STRUCTURES UP TO 35 FEET IN HEIGHT 'NTH ROOF SLOPES BETWEEN O AND 30 DEGREES, ROOF AREAS 1 AND 2 BUT NOT CORNERS. 2. THE DESIGN OF THIS INSTALLATION IS BASED ON ASCE7-10 FOR SURFACE AREAS BETWEEN 20 AND 48 SQUARE FEET RESULTING IN A MAXIMUM WND PRESSURE OF <- 67 PSF. THE INSTALLATION SHALL UTIUZE HARD- WARE PROVIDED BY THE MANUFACTURER AS DETAILED IN THE INSTALATION MANUAL OR AS SHOWN ON PLAN. 1/2- O.S.B OR PLYWOOD_) ROOF DECKING STRAP BRACKET MOUNTING BRACKET STRAPPING / 14X 1 1/2-PAN HEAD OR HEX HEAD SCREW. — MN. 1/Y a.SS OR PLYWOOD SHEATHNG ROOFING v � RAFTER MOUNTING BRACKET PROVIDE d12 SCREWS WMCON'. ADEQUATE' LENGTH TO CUR. BRACKET TO CEMENT TILE. DRILL HOLE THRU CONC. TILE AND INSTALL SCREW SO AS NOT TO BREAK TILES. PANEL RISER ' CONIC. TILE ST. LUCIE COUNTY BUILDING DIVISION REVIEWEpp FOR COMP REVIEWED BY DATE p AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE TILE ROOFNOTE ENSURE TILE CAVITY IS FILLED COMPLETLY WITH DOW TILE BOND ROOF TILE ADHESIVE OR EQUAL APPLY ADHESIVE TO TILE AQUA THERM MOUNTING BRACKET IS ATTACHING TO PLUS ALL TILES AROUND IT (5) MINIMUM. FLORIDA BUILDING CODE 2019 UL TIMA TE DESIGN VIVID SPEED: 180 NOMINAL DESIGN VIND SPEED: 140 RISK CA TAGOR Y, 2 IMPORTANCE FACTOR, LO EXPOSURE CA TAGORY+ C INTERNAL PRESSURE COEF.• *-0.18 ENCLOSED STRUCTURE THE STRUCTURAL COMPONENTS OF THIS PLAN ARE IN COMPLIANCE VITH THE 2010 FLORIDA BUILDING CODE, VINE LOAD COMPLIANCE AND ITS RESISTANCE TO GRAVITY AND DESIGN PRESSURES (`7 £ � O } (h U A P7 Z (h 6 W W~C- ¢ — , LO Z .-i W Q VI 0! IY � V) ¢� FA WZILW? L,Y Z V W Vi1 C3 Z: CA Z Y LD U V)ZW U JW Q` 2 PA O CLL0 M (11 Z .I Z W IP)O-' CU ¢ x- V) LTLT) r JWC')O ^> OD OL Ld f V) H F ON LZI U Y L`7 F=-W� L, N L1J CL Y z W LJ) w O Z Y z Z W CU _ OD N wL)LO UU)) a REVISION I DATE 4`F i. DATE 10-29-14 By JCK X\ SHEET NUMBER � tio�a strap ....... PLEASE NOTE: LOWER CLAMP/SPRNG ASSQIBLY MAYBE OMITTED PROVIDED A CONTINUOUS CROSS STRAP IS INSTALLED NO MORE THAN I2' ABOVE LOWER/RMRN ASSEMBLY 0 PANEL w DO RIDGE 6 ROOF LAYOUT GENERAL CONDITIONS I 0 F_ OR HEX HEAD SCREW. -,,,ROO� w 4 i a e- aaa . : 1. a STRAP SPACING upper clamp assembly detail A 48' O.C. MAX SPRING ASSEMBLY AT CONTRACTORS OPTION PANELS III 14X 1 1/2-PAN HEAD rO F OR HEX HEAD SCREW. /ROOFING lower clamp assembly detail B NOTE: LOWER CLAMP/SPRING ASSEMBLY MAY BE DELETED PROVIDED BOTTOM CONTINUOUS STRAP IS LOCATED WITHIN 12' OF BASE `--- LOWER/RETURN ASSEMBLY LOWER hold down clamp see detail B 1. THE SOLAR COLLECTOR INSTALLATION AS DETAILED IN THE DRAWINGS IS FOR THE INSTALATION OF POTABLE WATER HEATING SYSTEMS ON STRUCTURES UP TO 35 FEET IN HEIGHT 'NTH ROOF SLOPES BETWEEN O AND 30 DEGREES, ROOF AREAS 1 AND 2 BUT NOT CORNERS. 2. THE DESIGN OF THIS INSTALLATION IS BASED ON ASCE7-10 FOR SURFACE AREAS BETWEEN 20 AND 48 SQUARE FEET RESULTING IN A MAXIMUM WND PRESSURE OF <- 67 PSF. THE INSTALLATION SHALL UTIUZE HARD- WARE PROVIDED BY THE MANUFACTURER AS DETAILED IN THE INSTALATION MANUAL OR AS SHOWN ON PLAN. 1/2- O.S.B OR PLYWOOD_) ROOF DECKING STRAP BRACKET MOUNTING BRACKET STRAPPING / 14X 1 1/2-PAN HEAD OR HEX HEAD SCREW. — MN. 1/Y a.SS OR PLYWOOD SHEATHNG ROOFING v � RAFTER MOUNTING BRACKET PROVIDE d12 SCREWS WMCON'. ADEQUATE' LENGTH TO CUR. BRACKET TO CEMENT TILE. DRILL HOLE THRU CONC. TILE AND INSTALL SCREW SO AS NOT TO BREAK TILES. PANEL RISER ' CONIC. TILE ST. LUCIE COUNTY BUILDING DIVISION REVIEWEpp FOR COMP REVIEWED BY DATE p AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE TILE ROOFNOTE ENSURE TILE CAVITY IS FILLED COMPLETLY WITH DOW TILE BOND ROOF TILE ADHESIVE OR EQUAL APPLY ADHESIVE TO TILE AQUA THERM MOUNTING BRACKET IS ATTACHING TO PLUS ALL TILES AROUND IT (5) MINIMUM. FLORIDA BUILDING CODE 2019 UL TIMA TE DESIGN VIVID SPEED: 180 NOMINAL DESIGN VIND SPEED: 140 RISK CA TAGOR Y, 2 IMPORTANCE FACTOR, LO EXPOSURE CA TAGORY+ C INTERNAL PRESSURE COEF.• *-0.18 ENCLOSED STRUCTURE THE STRUCTURAL COMPONENTS OF THIS PLAN ARE IN COMPLIANCE VITH THE 2010 FLORIDA BUILDING CODE, VINE LOAD COMPLIANCE AND ITS RESISTANCE TO GRAVITY AND DESIGN PRESSURES (`7 £ � O } (h U A P7 Z (h 6 W W~C- ¢ — , LO Z .-i W Q VI 0! IY � V) ¢� FA WZILW? L,Y Z V W Vi1 C3 Z: CA Z Y LD U V)ZW U JW Q` 2 PA O CLL0 M (11 Z .I Z W IP)O-' CU ¢ x- V) LTLT) r JWC')O ^> OD OL Ld f V) H F ON LZI U Y L`7 F=-W� L, N L1J CL Y z W LJ) w O Z Y z Z W CU _ OD N wL)LO UU)) a REVISION I DATE 4`F i. DATE 10-29-14 By JCK X\ SHEET NUMBER � tio�a THE STRUCTURAL COMPONENTS OF THIS PLAN ARE IN COMPLIANCE VITH THE 2010 FLORIDA BUILDING CODE, VINE LOAD COMPLIANCE AND ITS RESISTANCE TO GRAVITY AND DESIGN PRESSURES (`7 £ � O } (h U A P7 Z (h 6 W W~C- ¢ — , LO Z .-i W Q VI 0! IY � V) ¢� FA WZILW? L,Y Z V W Vi1 C3 Z: CA Z Y LD U V)ZW U JW Q` 2 PA O CLL0 M (11 Z .I Z W IP)O-' CU ¢ x- V) LTLT) r JWC')O ^> OD OL Ld f V) H F ON LZI U Y L`7 F=-W� L, N L1J CL Y z W LJ) w O Z Y z Z W CU _ OD N wL)LO UU)) a REVISION I DATE 4`F i. DATE 10-29-14 By JCK X\ SHEET NUMBER � tio�a