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Home My WebLink About8214 w bitterbush lnAIIAPPLICABLE INFO MUST BE COMPLETED Date lluclE FOR APPLICATION TO BE ACCEPTED Permit Number: Building Permit APPlication Planning ond DeveloPmet seNices Buitding and Code Regulation Division )-StoO irqinia Avenue, Foft Pierce FL 34982 ---il;;; ilti +ez-rssg Fax: (772) 462'rs78 Residential X Commercial Address:frZ-it)t, PropertY Tax lD #: Site Plan Name: Project Name: i" oo6i Lot No.- PERMIT APPLI CATTON FOR: New Electrical Meter - Second Electrical Additional work to be performed under this permit - check all that apply: (uechanical Gas Tank - Gas Piping - Shutters * Electric _ Plumbing * Sprinklers _ Generator _ Windows/Doors Roof Pond Pitch Total sq. Ft ofconstruction Cost of Construction: S S3OO 5q. Ft. of First Floor: Utilities: _ Sewer * Septic Building Height: Fill in fee simple Title Holder on next page ( if different from the Owner listed above) Na City::1,tuar i- zip code:3-li45I E-Mai i State: 'FL Fax: Phone "1').a . 1-:{j "{-:,26 E-Mail Q tl fl I ilV ai r oFafne f I Cat6 rr',n^i I .[ o nn ,,rr. o State: FL Fax: Name tn o Phone No '10 zip coae: 130?3 I City: , I\nni n*. fi.,ilnnlt Lu,4 3il0 tci.? {.1 lf value of construction is 25fi) or more, a RECORDED Nothe of Commencement is required. lf value of HAVC is 52500 or more, a RECORDED Notice of Commencement is required. 5h r l\'t r?q "1a 11 ,.} .1.' OWNER/LESSEE:CONTRACTOR: J\4;r-*vun r - Not ApPlicahle State: Na City: MORTGAGE COMPANY: Zip: - Address: Not Address: Name City zip: -Not Applicable Name BONDING COMPANY: zipt - Name: -- Not APPlicable Zip: City: FEE SIMPIE TITLE HOLDER: Add or Sworn to (or affirmed) and subscribed before me of X Phvsical Presence or Online Notarization *itlrb-ouvof Me\ ,202ef, Name of person making statement. Personally Known - OR Produced ldentification X e f\ tvt, tia fi un'tp;,*'r,.t COUNW Ccm STIVEN LEVY Type of Commission # Ge STATE OF NatiLln a i m. fxpires Sep 5 5! 2t. A Sworn to (or affirmed) and subscribed before me of Personally Known - OR Produced ldentification X as Agent Commission No. / Rrl'l'*l.rl'fl Name of person making statement. of Type of ldentification Signature STTVTN LT\ry STATE OF FLORIDA COUNTY OF islion ; G0 255559 ity Comr:r. Expires Sep 5, 2022 Bonded Natjonal Notary Assn X Physical this lb day or - Online Notarization 202C by PLANS REVIEW VEGETATION REVIEW SEA TURTLE REVIEW MANGROVE REVIEW REVIEWS FRONT COUNTER ZONING REVIEW SUPERVISOR REVIE\M DATE RECEIVED DATE COMPLETED Phone: - ) Eligible for Federal Tax Credit Certificate of Product Ratings AHRI Certified Reference Number : 201285854 Date:0$2G2021 Model Status: Active Old AHRI Reference Number: 3588628 AHRI Type : SPY-A (Year-Round Single'Package Air4onditioner, Air'Cooled) Series: RHEEM R$PM SERIES Outdoor Unit Brand Name : RHEEM Outdoor Unit Model Number (Condenser or Single Package) : RSPM-AO43JK RegioN : AII (AK, AL, AR, AZ, CA, CO, CT, DC, DE, FL, GA, HI, ID, IL, IA, IN, KS, KY, LA, MA, MD, ME' MI, MN' MO' MS' MT, NC, ND, NE, NH, NJ, NM, NV, NY, OH, OK, OR, PA, RI, SC, SD, TN' TX, UT, VA' VT' WA' WV, W' WY, U.S' Tenitories) Region Note : Central air conditioners manufac,tured prior to January 1, 2015 are eligible to be installed in all regions unlil June 30, 2016. Beginning July 1, 2016 central air conditioners can only be installed in region(s) for whic}r they meetthe regional efficiercy requiremen! , Rated t'Active'Model Status are those that an AHRI Certification Program Participant is curren(y producing AND selling or offering for sale; OR new models that are b€ing marketed but are not yet being produced.'Production Stopped' Model Status are those that an AHRI Certification Program Participant is no longer producing BUT is still #lifigslh$eJiSsal%ffilgnied pv wAs indicate ?n invotuntarv re-rate. The new oublished ratinq i,s-phown alono wilh the previous fi.e. lvAsl ratino. -. DISCLAIMER AHRI does not endorse the product(s) listed on this Certiticate and makes no representations, warranties oI guarantees as to, and assumes no responsibility for, the product(s) listed on this Certifieate. AHR! expressly disclaims all liability lor damages of any kind arising out of the use ot perfotmance of the product(s), ot the unauthorized alteratlon of data listed on thls Certlficate. Certified ratlngs are valld only for models and conflguratlons listed in the directory at www.ahr;directory,org, TERMS AND CONDITIONS This Certificate and its contents are pmprletary products of AHRI. This Certificate shall only be used for individual, pelsonal and confidential reference purposes, The contents o{ this Certificate may not, in whole or ir part, be reproduced; copied; disseminatedi entered lnto a computer database; or otherwlse utlllzed, ln any form or manner ot by any means, except for the user's indlvldual' personal and conffdential reference, CERTIFICATE VEEIFICATION The information for the model cited on this certiffcate Gan be vedfred at www.ahriditectory.otg, dick on "veri8 cettiflcatc" link re male life bettet- and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above, and the Certificate No., which is listed at bottom right. @2021Air{ond itioni ng, Heating, a nd Ref riEeration lnstitute AtR-COh*Olfl 0NlNq. H[ATrN&" & REFFIGEHATION iN$TITI.}TE edition of 13266531 51 95906162NO.: The manufac{urer of this RHEEM product is responsible for the rating of this system combination. UNIT APFUCASITITY ?ABLE G)KKL - 090, -1 20, -l 51, (-)LKL - 090, -1 20, -1 51 (-)KRL - 090, -t 20 G)KNL - 072, -08s, {90. - r 02, -1 20, -l 50, (-)KHL-I 20 GILNL - 072, -085. -090, -r 02. -1 20. -1 50, G)LHL-I 20 G)LRL - 090, -l 20 BACK END PAO SPECIFICATION: OREATER THAN t)R EOUAL TO 2.1/2'1HICK SOLIO CONCREIE 3OOO P.S.I.OR GREATER LOAD RATING PAD LENGTH OREATER THAN OR EOUAL TO (UNIT LENgTH +4.) PAB UIOTH GREATER THAN OR EOUAL TO (I.INIT LENGTH *4,} PLEASE SEE SHEET 5 FOR UNTI CROSS REFERENCE TA8LE. @ IF TIIE UNIT BEING INSTALLED DOES NOT HAVE SCREWS IN THESE LOCATIONS YOU MUST TNSTALL (2) #10 1000 HR SELF TAPPTNG scREws tN THE* INDICATED LOCAIIONS. CENTER TO CENTER TIE DOWN SPACINc NOT TO EXCEED 48' SEE IUNIT TIE OOWN DETAIL 2) COt]CRETE SEE TIE OOTN OETAIL I M|NIMUM r8 GA. X 1-1,/2' WtoE GALV. STEEL STRAP (G9O) OR UN{T EOUIVALENT (TYP. ] EACH CORNER). FASTEN TIITH (4)I,/4' SELF DRILLING SCREWS (MtN. IOOO HR COATIN6) BASE RAIL CSICRETE PAD I.}IIT IIE OOT'N OETAIL I r.s.rlI TtE ImrrN 0€IAIL 2 (2) %'CONCRETE SCREW . LENCTH TO PENETRATE CONCRETE ].5' MINIMUM, @ @ ( Ha(l(Eo STANDARD TOIERANTE uNttss oTHIRW rst sPEc rF r€0 -FRA[T roNAt +1/)2-AN6uLAR .1' -1" -0Et rMAr +.810 -0rfltNsroNS rN ( ) Rtr. oNt"Y Rt I s I 0 l{ s NO CHANGE TO PART, AODED FLORIOA BUILOING COOE GOMPUANCE NOTE. JHB Y-06745004 06-2S-2015 APPEOVTD NO CHANGE TO PART, REVISED FLORIDA BUILDING CODE OOMPUANCE NOTE. JHB Y-0674S006 r]2-17-2r]16 RTtIAE. EN6R, "NRO 01 REMOVED OLD STAMP, ADDED NOTE BEFERING TO PAGE 5 FOR MODEL CROSS REF. JHB Y-06745008 s-3-2f)16 VENOOR .NR"ilo Ptvrsrfi T0 DtslSx. ilTtRrAt. T00uilxD A [ts^iPlr(6 0F paeTs. TH€ sl]PplrPfPfoPxlx(t, RtLrlErLrTy. Pltx^6r[6, 0E i. R (lt FRox Rtrtff IHROUGH Ar AUTmRtZto (n^ffi uR(Hlsrx6 DtpARTHtlTs rx wPrlrn6 0f lry (H T0 0x IHrs 0R^wrx6 APt txcLlIt0 tx Tr{ spE( RESEARCH Y-0674S003 NOTE; ALL BRAKiS ARi UNLESS OTHERW ISE SPEI &HIGH WIND LOAD TIE.DOWN PAD MOUNT MATTRI AL PART NO. SHT.1 92-105518-23 REV 01 eryD q UNIT APTCABIIITY TABTE (-)JNL-180 G)KNL - 1 80, 240, 300; (-)KRL-l 80, 240 (-)LNL - 1 80, 240, 300; C)LRL-1 8O 2zl0 {-)KHL-180 G)LHL-'I80 RIGHT ENO BACK THE UNIT BEING INSTALLED UNIT USED HERE FOF CRAPH]CAL REPRESENIATION ONLY AND MAY D]FFER FROM UNITS L]SIEO. HAS TWST LOCKS BUT DOES NOT HAVE SCREWS IN THESE LOCATIONS, THE INSTALLER MUST SUPPLY AND INSTALL (8)#10 1000 HR SELF TAPPING SCREWS IN THE INDICATED LOCATIONS. PLEASE SEE SHEET 5 FOR UNIT CROSS REFERENCE TABLE- sEe 21 FRONT CONCRETE SEE TIf DOIVN DEIAIL I PAO SPECIFICAIION; GREATER THAN OR EOUAL 10 2.1/2'THICK SOLIO CONCRETE 3OO8 P,S,I,OR OREAIER LOAO RAIING PAD LENOTH OREAIER THAN Ofr EOUAL TO (UNIT LENGTH +41 PAO I'IDTH OREATER THAN OR EOUAL TO {IJNIT LENOTH +4'}MlNlMui,l l8 6A. x l-1./2'ri!lDE UNITGALV. STEEL STRAP (GgO} OR EOUIVALENI (IYP. I EACH CORNER}. FASTEN UITH { } 1/4' SELF DRILLING SCREWS (MIN. IOOO HR COATING) BASE RAIL CONCRETE PAD NOTES: I.SIIT TIE OOT'N DETAIL 2 U{IT TIE IX,YN OEIAIL I (2) %'CONCRETE SCREW , LENGTH TO PENETRATE CONCRETE 1.5" MINIMUM. 1) THIS TLLUSTRATTON rS PROVTDED AS A GENERAL V|EW OF (1) TYPICAL INSTALLA'IION OF HVAC EQUIPMENT INSTALLED ON A CONCRETE PAD (SEE PAD SPECS) 2) THIS IS ONLY MEANT TO BE A REPRESENTATION OF (1) OF THE MANY POSSIBLE COMBINATIONS THAT COULD BE FOI.JNO IN THE FIELD. 3) PLEASE USE THIS IN COMBINATION WTH YOUR PARTICULAR SITUATION TO PROVIDE THE BEST POSSIBLE SECURING OF THE HVAC EOUIPMENT TO THE ROOFCURB AS REQUIRED BY YOUR LOCAL BUILDING COOE. 4) ALL HIGH WINDLOAD RESTRAINTS SHOULO BE LOCATED ALONG THE LONGEST AXIS OF THE UNIT TO PROVIDE THE MOST EFFECTIVE SECURING. 5) - UNITS WTH TWST LOCK DOOR PANELS MUST HAVE EXTRA SCREWS ADDED TO THE TWIST LOCKED DOOR PANELS FOR USE IN A HIGH WINOLOAD APPLICATION. SEE CALLOUT FOR TYPE AND SIZE OF SCREWS. 6) " UNITS WTH PROVIDED DIMPLES IN THE DOOR PANEIS MUST ALSO HAVE EXTRA SCREWS ADDEO FOR HIGH WINDLOAD APPLICATIONS, SEE CALLOUT OF SIZES AND TYPE OF SCREWS- LEFT END \b CHECI(EO SIAT.IOARO TOLERANTE uiltfss oTHEnw rsE sPtflFrEo -FRA['I toNAt +1,/3? -ANEULAR .lc -lo -oEt rHAr. +.810 -tlil,rtr'lsr0Ns rN ( ) RtF. 0NrY P E I s I 0 N s NO CHANGE TO PAFT, ADDEO FLORIDA BUILDING CODE COMPLIANCE NOTE. JHg Y-0674S004 06-29-2015 APPROVTD NO CHANGE TO PAFT, EEVISED FLOBIDA BUILDING OODE COMPUANCE NOTE, JHA Y-0674S0O6 o2-'17-2016 NEIIAB. [N6R.,NFIU 0'1 NEMOVED OLD STAMP, ADDED NOTE BEFEBING TO PAGE 5 FOR MODEL CROSS HEF. JHB Y-0674S008 5-3-2015 v€ilom "NRO RESEARCH Y-06745003 NOTE: AtL BRAKTS ARE UNIESS OTHTRW I5I SPTI &HIGH WIND LOAD TIE.DOWN PAD MOUNT 3-27-15 rE0 MATER I AL PART NO. SHT.z 92-105518-23 RTV 01 _( € € LEFT ENO PLEASE SEE SHEET 5 FOR UNIT CROSS REFERENCE TABLE.UNlr APruGABLIY TABTE G)JNL-090/1 20 RIGHT END UNIT USED HERE FOR 6RAPH]CAL REPRESENTAT1ON ONLY AND MAY O]FFER FHOM UNITS L]sTED. BACK PAO SPECIFICATION: GREAIER THAN OR EOUNL rc 2-L/2'THICK SOLID CONCRE 3OOO P,S.i. OR GREAIER LOAD RAIINO PAO LENGTH OREAIER THAN OR EOUAL TO (UNIT LENGTH TE PAD |ll0TH GREATER THAN 0R EoUAL T0 {UNIT LEN0IH r4') | THE UNIT BEING INSTALLED DOES NOT HAVE SCREWS IN THESE LOCATIONS,THE INSTALLER MUST SUPPLY AND INSTALL #10 'OOO HR SELF TAPPING SCREWS IN 'HE INDICATED LOCANONS. CENIER TO CEI.ITER TIE OOIN SPACIN6 NOI TO EXCEEO 48' SEE (UNII TIE OOWN O€TAIL 2' FRONT CONCRETE THE UNIT BEING INSTALLED HAS TWIST LOCKS BUT DOES NOT HAVE SCREWS IN THESE LOCATIONS, THE INSTALLER MUST SUPPLY AND INSTALL #10 1OOO HR SEE TIE OOWN DETA]L I SELF TAPPING SCREWS IN THE INDICATED LOCATIONS.(*€re MY 6 mY rcT AE dMruS F@ ffi SCR& [@TTONS) NOTES: UNII 1) TH|S TLLUSTRATTON rS PROVTDED AS A GENERAL VIEW OF (1) WPICAL INSIALLATION OF HVAC EQUIPN'ENT INSTALLED ON A CONCRETE PAD (SEE PAD SPECS) 2) THIS IS ONLY MEANI TO BE A REPRESENTATION OF (t) OF THE MANY POSSIBLE COMBINATIONS THAT COULD BE FOUND IN THE FIELD. 3) PLEASE USE THIS IN COMBINATION WITH YOUR PARTICULAR SITUAI]ON TO PROVIDE THE BEST POSSIBLE SECURING OF THE HVAC EQUIPMENT TO THE ROOFCURB AS REOUIREO BY YOUR LOCAL BUILDING CODE. 4) ALL HIGH WNDLOAD RES''RAINTS SHOULD BE LOCATED ALONG THE LONGEST AXIS OF THE UNIT TO PROVIDE THE MOST EFFECTIVE SECURING. 5) 'UNITS WTH TWIST LOCK DOOR PANELS MUST llAVE EXTRA SCREWS ADDED TO THE TWST LOCKED DOOR PANELS FOR USE IN A HIGH WNOLOAO APPLICATION. SEE CALLOUT FOR ryPE ANO SIZE OF SCREWS. 6) - UNITS WTH PROVIDED OIMPLES IN THE DOOR PANELS MUST ALSO HAVE EXTRA SCREWS ADOEO FOR HIGH WINDLOAD APPLICATIONS. SEE CALLOUT OF SIZES ANO TYPE OF SCREWS. F IV ITH scREws rMlN. r000 BASE RAIL COi'ICRETE PAD t,}lIT IIE IX,YN OETAIL I (2) %'CONCRETE SCREU . LENG'IH TO PENEIRAIE CONCRETE I.5' MINIMUM. I,SIIT TIE OOtdN TETAIL 2 * G @ CH€T(EO STANDARD IOITEAiICT ur'ltEss oftrERvl rsf sPEc rilED -FRA[TtoNAt 11/32 -AN0ULAR .f -3' -DEt IMAL *.019 -BtiltNsr0Ns tN ( ) REF. oNtY P E I s I 0 N s NO CHANGE TO PATT, ADDED FLORIDA BUILDING CODE COMPUANCE NOTE. JHB Y-06745004n6-2q-rol 5 APPNOWO NO CHANGE IO PABT, FEVISED FLORIDA BUILDING CODE COMPUANGE NOTE .IH8 Y-06745006ir-1-?-rnlR RTLIAB. EI{6R. "NR"01 REMOVED OLD STAMP, ADDED NOTE REFERING TO PAGE 5 FOR MODEL CROSS HEF. JHB Y-0674S008 5-3-201 6 vE'lD0R "NR' i0 REylsrs{ T0 0Esl6[, HATIRlat. T00uu ailo A RISA'rPillo 0t paRTS. Tr€ SUPprl fteFoniaMt. RtilAgrLrTY. p^txA6116, oEl 6.0:RI t fR0t RHEtt TroGx lx AuTHmrzto [HAt RCHASIIE OEPARTHTHIS IX WRITIX6 Of AilY 0 oi TH|S on^r1116 APt rMLUot0 rN Tlf s RESEARCH Y.0674S003 NOIE: ALL SRAKIS ARE UNI,ESS ()IHIRWISE SPET HIGH WIND LOAD TIE-DOWN PAD MOUNT & IED MATER I AL PART NO SHT.3 92-105518-23 REV 01 a) 0 UlillT APPLIGABIIIIY IABLE (-NPL, (-NNL-036, 042, 048, 060, 072 -)KPL, (-)KNL-036, 042, 048, 060 .)KKL-072, 180, 240, (-)LPL- -)LKL-072, 180, 240, (-)LNL-036, M2, 048, 060 (-)KNN, KPN, KON, (-)KKN LQN, 036 PA0 SPECIFICATI0NT GREATER THAN OR EOUAL 1O 2.T/2'THICK SOLIO CONCBETE SOOO P.S.I. OR EREAIER LOAO RATING PAO LENGTH OFEAIER THAN OR EOUAL TO (UNIT LENGTH +4) PAO XIOTH GREATER THAN OR EOUAL TO (UNIT LENGTH +4) UNIT USEO HERE FOR REPRESENTATION I'{II RESIRAIIII TNTAIL E ONLY ANt) MAY DIFFER FROM UNITS LISTED PLEASE SEE SHEETs FOR UNIT CROSS REFERENCE fAALE, TO SEE AIL 2) UN{I CONCRETE PAO SEE RAIL UNI"T RESTRAINI DETAIL I CONCRETE PAD {3) %. CONCRETE SCREW , LENGTH TO PENETRATE CONCRETE 1.5' MINIMUM. I'IIT RESIRAINT (ETAIL I c oe a \\ qa @ e re ls IHETKEt)STANOARO ]OI.ESANCT uxltss 0IHIRW rst sPtilFrEo -FRA[TloNAt *1/32-ANEULAR .f -3' -0Et rHAl" t.Bl0 -0|MENS|0NS rN ( ) REr, 0NLY NO CHANGE TO PART, ADDED FLORIOA BUILDING CODE COMPUANCE NOTE. JHB Y-0674S004 06-23-2015 APPROVEO NO CHANGE TO PART, REVISED FLORIDA BUILDING CODE COMPUANCE NOTE. JHB Y-0674S006 02-17-2016 RELIII. EN6R, "NRU o1 iEMOVED OLD STAMP, ADOED NOTE REFEBING TO PAGE 5 FOR MODEL CBOSS FEF, JHB Y-06745008 5-3-2016 VETIDOF "NR" i0 Rtvrsrofi T0 0tsr6a{, MrmrAL, T00LI ANo l f,lslilPLrx6 0a PARTS. II{ suPPtP€tron#ut. RErrErUTy. PACXAGIG, 0l RESEARCH Y-0674S003 N01t: Att BRAKTS ARt UNLESS OTHTRW ISE SP[( HIGH WIND LOAD TIE-DOWN PAD MOUNT & I'lATER IAL PART NO, SHT.4 92-105518-23 REV 01 .}ONL, OPL, QPW, OPIVUONM/QNJ., ORM- ,)RNA, RNL RPL, RRL, (.)GEA ,}SKA. SNA.SNL. SPL. {.!{CA 18 A' t4l (MIN. ID UN]T CROSS REFERENCE TABLE WEATHERKING PHFFM DUROGUARD WEATHERKING EHtrF[\ri THFRiTAI TONE DUROGUARD (-)ACA TZAC G)GEA TZGE (.)JNL 'f7aHc G)JPL I^)KNL TZCGE {.}KPL G)KRL G)KHL (.)KQN ,f7.,GE (.}KKL TZCGE {.)KKN TZCGE C)KNN TZCGE (.\KPN (.)LKL .r2CAC (.ILKN (.)LNN TZCAC (-)LNL TZCAC (.)LHL {.)LRL (.)LPL G)LPN -t2cac (-)LON TZCAC (.)QNJ G}QNL TZHC-3 (-)oNM (-)oPL 12HC-4 G}OPM (-)oPw TZDF4 (-)oRM G)RNA (-)RNL TZGE-3 (-)RRL G)RPL TZGE.4 G)SKA (.)SNA G)SNJ (.)SNL TZAG3 (-)sNM (-)sPL (.)SPM The units identified on these sheets have been analyzed and are compliant with the latest cunently adopted state building codes (including but not limited to the sth Edition Florida Building Code), lntemational Building Codes and the American Society of Civil Engineers Minimum Design Loads for Buildings and Other Structures (ASCE/SEI 7-10). The analysis considered an Exposure Category C and a Building Risk Category ll. The analysis determined the unit restraint and unit panel integrity of the Rheem units installed according to Rheem recommended approach conform to the high wind anchoring and integrity reguirements for buildings up to 60 feet in height exposed to a 186 mile per hour 3-second wind gust. NOTE: Rheem only assumes responsibility for the integrity of the equipment itself and the integrity of the anchoring of lhe equipment to the mounting surface. Diane Marie Jakobs 2417.09j2 08:08:37 -05'00' * CHECKED:STANDARD TOLEBANCE UNLESS OTHERWSE SPECIFIEDI -FRACTIONAL 11/32 -A}IGULAR: +'1" -3"-DECIMAL: r,030 0IMENSIONS lN ( ) REF. ONLY R E Is Io Ns 01 REVISED TO KEEP FEV. THE SAME FOR SEFIIES . FIRST"IIME BELEASE OF THIS SHEET JHB Y-0674S008 5-3-201 6 APPBOVED: REUAB. EI.IGR.:,NR' VENDORi,NR'NO RilSN rc *Src NO A trSAMPUre OPreWCE- M RESEARCH a MODELED BV JHE DArEr 5-3-16 flS?js*., y-o674sooa NOTE: ALL BRAKES AHE 9f UNLESS OTHERWSE SPECIFIED MATERIAL: HIGH WIND LOAD TIE-DOWN PAD MOUNT pART NO.: SHEET NO. 5 92-105518-23 REV: 0 1 i l'tAI?lr f 69325No