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HomeMy WebLinkAboutBuilding Permit Application ,ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED r^� n Date:.9-10-2018 Permit Number: SCO ! I N MIN 11 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: Mechanical .a ;PROPOSED IM°PROVEMENTLOCATI4N: ddress: 311 SE TRANQUILLA AVE (Legal Description: RIVER PARK-UNIT 4 BLK 37 LOT 12(MAP 34/28N)(OR 619-1954) (Property Tax ID#: 3419-530-0140-000-6 Lot No. Site Plan Name: Block No. I Project Name: Setbacks Front Back: Right Side: Left Side: ,DE?1�ILED DESCRIPTION OF WORK I AC CHANGE OUT OF A 3TON 7KW 15.50 SEER RUUD UNIT ICUNSTRUCTION INFORMATION: Additional work to be nertormea un er t ispermit—check a app y: ❑✓ HVAC Gas Tank ❑Gas Piping _Shutters ❑.Windows/Doors Ll I Electric El Plumbing SprinklersGenerator Roof Roof pitch ElI Total Sq. Ft of Construction: Sq. Ft.of First Floor: (Cost of Construction:$ 4000 Utilities: E]Sewer ElSeptic Building Height: 01NNER/LESSEE: CONTRACTOR:` Name JEAN COLLINS Name: GRETA B SMITH Address:311 SE TRANQUILLA AVE Company: ALL YEAR COOLING AND HEATING City: Port St Lucie State:FL Address: 1345 NE 4TH AVE Zip Code: 34983 Fax: City: FORT.LAUDERDALE State.FL Phone No. Zip Code: 33304 Fax: E-Mail: Phone No. 954-566-4644 Fill in fee simple Title Holder on next page(if different E-Mail: EHARRIS@ALLYEARAC.COM 'from the Owner listed above) State or County License: CAC058160 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. I , SUPPLE 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 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. 4n consideration of the granting of this requested permit,I do hereby agree that I will, in all respects,perform the work n 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 a o ey before commencing work or recording our Notice of Commencement. A A .4 s ,­A- Z S'Vinaiflure of Owner/Lessee/Contractor as Agent for Owner Signau e of Contra cense H (der S TE OF FLORIDA STAT OF FLORIDA OUNTY OF SAINTLUCIE COU J OF BROWARD The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me this 10 day of SEPTEMBER 20 18 by this 10 day of SEPTEMBER 20 18 by JEAN COLLINS 1 GRETA B.SMTH (Name of person ackn ledging) (Name of pergo acknowledging) a (Signature o of y Pu lic-State of Florida) (Sign ur F f N ary Public-State of Florida) Personally Known x OR Produced Identification Personally Known x OR Produced Identification Type of Identification Produced a Type of Identification Produced la o F b4c$te110 Commission No No� arras GGZgg965 ommission N0. oraryPubl"miofFlorida comM,ss X022 € Emma Harris MY `jay 06119Commission GG 249965 2 Revised 07/15/2014 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW ' DATE COMPLETE INITIALS i RHEEM SALES COMPANY, INC.---------- NCLFRANK pENNAROO,P.E. A PE4650 ' - AiAllltiit4i I{tt11 WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE-DOWN CLIPS: ROOF MOUNTED APPLICATI(�1V` ' EXPLODEOVE33V APPROVED DESIGN CRITERIA?F-' �WIDTH 29.75° LENGTH 29.75t - -.sw ' APPROVED pESIGN 200 PSF o F : a (GHT CRITERIA: u WIND L(S NALa ' W GONTBOX 311Ak% - DO'S . 100 PSF UPL `ilt a BOX j4 UNITHHUr EE DETAR of ""- EEE DETARAIT "O'S - i QQ WIND LOAD � A Q (CONCURRENT) � - C m (arxi'WP..3GTMB11. z O _ tu 4Y(AW 701ANG(LL70 -/" (� B (� 'D¢E LENGTH CENTERED PEPEn2 ' MOUNT ISOMETRIC VIEW R14a. 1311 � a ug I 6DFPORTmoFRAnE. —, DESIGN NOTES: d ! N.TS, FRONT ISD/BACK I$O ATTACNANOLE370 FRAME t WAIN S V1THS ASCD?-SO AND CTMFTE0.160FTHE FLORIDA BUILDING f�ESHALL BE LEr57HAN OHUATS BITFSPECIFIC PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH 4 I INTERFACE VEPM04 ANGLE gp,3(3.np, RFPERFACE OR EQUAL TO THE DESIGN PRESS URE CAPACITY VALUES LISTED HEREIN FOR ANY N AAKDFAAM6(TOTL,F(4) ,A7TAONANGIESTO I HCLEARANCE CEAR CE ("{O ASSEMBLY AS SHOWN.DESIGN PRESSURE REQUIREMENTS SHALL AE DETEAHINEb OY }" m3 CLTs W.Lt ee u FAAME WTH i}1'^e U A Rll3rIERED DESIGN FRQFESStO,NALON A 100-5PEGIFIC".IS IN ACCORDANCE [t ( 2k1 'K307MU0- 0' THR000LTS,TVP. I �40'QAAKIIONG(lLN) 0.1070^}II WITHTIE GOVERNING CODE Q 0,ip A1.Uh9NUMAN6LE - U p„ pyt�+ �CUPPORT FAMIE / ALUM RTOFFAi EIW 7YP. GENERAL NOTES: O po� P �^� (OYOHR'RB),TYP. $UPPO117FRAME{BY xw` O.mr_ eG 130 MOUNT EXPLODED VIEW O7NFFt3),7YP. CENTER70CE 1. THISSYSTEM HAS BEEN DESIGNEDANDSHALL BEFABRICATED IN ACCORDANCE O � O WITH TOE REQUIREMENTS OF THE FLORIDA BUILDING CODE FIFTH EDITIONV) , O Z N.T.S- FROMISOOffTRIC (2014),THRHIN US SYSTEM MAY USED WAND OUISIDETHEHIGH VELOCITY {lj Z,RC�i TNESEISOME nSARER7IENDED FOR 3 SUPPORT ANGLE SEES' HURRICANE ZONE.THIS DESIGNISNOTINTENDEOTOCER7'7FYIMPACF D14EiRMVAATICALPURPOEESONLY;ALTEiNAIERFEEM ^, RE9ISTANGE OF7HE HECNANtCAt UNIT CA@INE70.Y. UNITS LISTED HEREIN MAAYYARYHIAPIP "Ge 1 N.TS. - EEVATTON .� 2 N033-113%INCREASE IN ALLOWABLE STRESS HAS BEEN USED INTME DESIGN (/) 0 0�i POSTUY OFTHIS SYSTEM: S. DESIGN&CERTIFICATION OFTNE LIMIT CABINETRY IS APPROVEDIMADUGH �,,T OOtUROL Nf0&k3PEt2 �•�+ T�(^� TEST REPORT,403 3.01-SS BY AMERICAN TEST LAB OF SCUM FLOABIA. Q 4 C` SOIL _ CLIPTIE -DOWN-DOWN CLIP - 4. ALL OIMENStOFS ANO TMF MINIMUM WEiOHE(12D IIS MINihNM}OF MECHANICAL UNIT SHALL 0011 FORM TO ITMRATIONS STATEU 11EREUI.ALL D A MECMAMCAt SPFCtFNYriON3(CI_ARSPACf,TONNAGE,ETC.)SHAtLBEASFER � a 444p !I M4W11TECN OtIP:f4llA MANLffACTUHe RECOMMENDATIONS AND ARE THE EXPRESS RESMNSiBIW7Y OF _ (OOl'}ASTMA651Fw90 THE CONTRACTOR. KSISTEEL(CUTOXI S, ALL SHEET METALSCREWS USED70 FASTEN CLIPS TO MECMAIHCALUFR KLL )i'BTNRLIBDLT MIAMI TEEN ATN �00 C VBTHWASHERd Lt I •�, i CORNER RRCUTD36K SHALL BE#10(14KIN THREADS PER INCHI GRA OE SSTEt10REQUNALENF .. NUTFAW11IN0 !' I CORNER POST ONLY.BO)-TS USED TO FASTEN ALUMINUM ANGLE TO SUPPORTING FRAME(BY a c OtIP9 TO PST ---- OTNELtS)SHALL @E nSTM F543410STAINLESS STEEt.OR£gUMAtENTANO SHALL UnUZE SAE ORADE WASHERS&NUTS.PROVIDE(S)PTICHES MINIMUM ALUMINUM 1'SUPMATFWWE(BY PAST THETHRFAU PIANS FOR SHEET METACSCRLWS.ALL FASTENERS SIN1C .AB' ANOIE,TYP. i ;kIY}'a' —.AM-4DTt4A9 LON0 OnHipa)OOESIiOtxi (LLH}ALUNSNUNAItBtEOFXTERED HAVEAPPROPRIATE CORROSION PROTECTION 70 PREVENT ELECTROLYSIS.ALL FOR CHARM TVP. AUWT3VPPORTFRAME,TTP. FASTENER CONNECTIONS TO ALUMINUM SHALL PROVIDE 2XDIAMEML EDGE 4' TIE-DOWN CLIP ATTACHMENTS DISTANCE. y N T.9. a ALUMINUM ANGLES SPECIFIED HEREIN SHALL BE 6061-TS TS ALUMINUM ONLY. Z RNAOOnS %, CONNECTIONS TOTHE SUPPORTING FRAME(BY OTHERS)CONSIDERA FRAME s rami B•XSP(MIbq-4D'(NAX)LONG • MEMBER THAT IS 666146 MIN ALUMINUM WITH A MINMUM 0.094"THICK RLFBALUMINUM ANGLE CENTERED_ _ Fi.ANGE ATATTACHMENTPOINT.PERFORMANCE OF THERATL ASA SrRUCNRJ4. ABOUT SUPPORT FRAME,NP. •"'�'•"°"'�"�`�'" ^•' MEMBER TO SUPPORT THE UNIT ASSEMBLY SHALL BE PER SEPARATE TIE-DOWN CLIP OFFSETS: APPLIONLeMODR7S' CERTIFICATION. DIM.1 n, A— FROM DA7UN FACE W318,RA7324,RAS330, 8• THE CONTRACTOR 15RuPONSlD:-ETOttiSULA7E ALL MEMBERS FROM ".fg -t--- ------ DIH.2 24.50'WN OFFSET ITLOMDATUN FACE RA1330,RA1342^1418, DISSIMILARMATERIALS TO PREVENT ELECTROLYSIS, P6 d .¢ CLI W(}C W+1424,RA1430,RA1818, s. ELECTRICAL REQUIRED,10 BE DESIGNED&1N3TAD.EO BY 6 F DIM.3 25.2S kiN OFFSET FROHDRTIM FACE OTHERS. iA .AMRT ILP1418,RPi424,RP1430. 16.THE ADEQUACY OF ANY EXISTING S7RULTURE IG WITHSTAND NALA DAPOSEO DIM.4 13'MA%OIPSET FROM DATUM PACT,+ aw OOHEA), RPSSIB,RDi419,RPi624, LOADS 01LI.DIS CERIF DYTHEONSITE DE EXPRESSLY AND 19 NOT 9 w N M P� l.TYP. R01424 INCLUDED IN THIS CERTIFICANON.EXCEPLAS D(PRIyvSCY PROIROTOt7EtiEtN, 1 o E £ -r-- -• NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. ri OV g v 11.THE SYSTEM DETAILED HEREIN IS GENERFCANO DOES NOT PROVIDE . -14- "It C0HD OH FORASPEGIFICAm ALICE IX,EN INESI DIR ER.G17POM CULMRDLRFILVRXLBFTdWL00PE DIId.1 - TITS COIiDTGON'GETAILED HEREIN.ALICFN6ED ENOINEIS P,.GISIERED D 31B'OTHRUBOLTWITH ARCHITECTSHAU.PREPARE SITESPECWTCDOCUMENTS EGA USE IN 15-2564RE CLIP OFFSET DI ENSIOH SHAtL; WASHERS&NUT PRODUCT REVISED SPP tl4 fa{ IfhO EOMI cnaN ITHTHisuccumeF. & B tA-R�lTk�dHYlVId�tIE-dFi y_ • SSx III- FA9TENiNG anGI,E TO a500mplying With the Florida 17.WATERTIGHTNESS OF EXISTING HOSTSUBSIMTESNALL BE7ILE FULL BCALDi N-7-A. DANE FACE OX SUPPORTING FRAME Bullding God. LpLNe 6 FRESPONSiBStiTYOF THE INSTALLING CONTRACTOR.CONTMCMR94ALL PAGE DISC RIPTIONR F_NORTIE-DOWN CLIP LAYOUT NO"-"D- 16.0712•07 RO ENSURE THATANY REMOVEDEIE ALTD WARREROORNG MEMHMNEIS 3PTALLUFHT ' RESTOREOAFTERFABRICATION AND INSTALLATION OFSTRUCTUREPRCPOSED C 2A.T6'FOOTPRn Bxpiratl0n a 42/2512D21 HEREIN.THIS ENGINUSHALL HOT at RESPONSi@LE FORANY WATEATAOOFWG N.T.S. NOTE:UNIT SHALL BE c[14TEFiEO PIAN OR LEAKAGE ISSUES WHICH MAYOCCURAS WATER-TIGHIIESS SHALL BETHE Oy FULL RESPONS7BILT7Y Of THE INSTALLING CONTACTOR. A8TXjrTNE2VflAILTORAR_ lily SUPPORTING FRAME(BY OTHERS) ralarml-palleProduct control FRANr.OENNARDO,P,E. LAAALI 1111111111 IPE46549 RHEEM SALES COMPANY, INC. ,.A���N�L WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE-DOWN CLIPS: ROOF MOUNTED APPLICATI(�1P ��c WL00t.VIEW 3 — .gyp • *�� U Ws z f STATE }VIDRi3s.7s tET1ciH JAZ+E� i O•. Of .:I y o AcG` /�. ? .7W 1.3w �ccu;•. RIDP Mo —y ' S��NALEN ' OQ `a"ss ' ' , ��� •j� D513 '/'/I//IIIf111111111L M WU�IU�„ UNIT HEIGHT "9r HOLEX EO I1)Ll >Q L7 S e SEE DETAM141 EE!DETAIL411 C v A 0� fn 0 o111 w p I N 13 d i I i I (t)-ZYI')(Y,"A80'(MN) D sEEDETAILA D 0.1870 — G 1 i AP(MAX)lONG(L1Hf i AUMwumnNSEevnx •, 2 MOUNT ISOMETRIC VIEW DO U I =THCENTEREO PERPENDICULARTD 1 N.T.S. FRONT ISO/BACK)SO Z WFPORTINGFRANE b `ATTACH —30'IMLYI l47•'1M4a0 04s1s'D 0 I IANOLESTO FRAME L.hRJ' 'i I I II RAONLDTFS(R1V}AA'JMI,.'ELG( (} II " C l 10 RERCE VWTHUOL75 HLE0R 12ft RTATTATTACHANGLESTO SLOT 0 INERFACEBEENANGLE TOTAL O41 1HRUBOLTSTYP. A(MOLONGD BEUSD)FQ M•i Q1u ALUMNUMANOLE 0 Q R Rag CENTEREDABOGT C I 6UFPOIRFRMIE,TYP, In yy.. 1 O• SUPPORI'FRNAE(BY Yari DS) , GENTER1TOCEMEfi LLI „T SUPPORT FRAME LBro7xERsl.1rn. 3 SUPPORT ANGLE 44Ds3^ In w n i MOUNT EXPLODED VIEW 9 1 N,T.S. rRONTSOME[RIC j N.T.S. 0 W a E raTT>r _ W Q COtRROL tL G tib MINDED FOR AF6 UUX 0)CK)SMRPER 0 U1 ONLY.OHTEPEMFtrlm=VDI D '�upom "- �= CIP,TYP. D 4 _ _ - ' A 00 - o C1 PEARANCE >I 1.00'I d CORNER 'T - { GORNRi YVTHRUeOLT a o PORT 1 POST TIE-DOWN CLIP p NUrrF sieemo OLIPAWMNUM 8Y SUPpDRTFRAME( 9P(Mlfp.4V(MAK)ONO M1AMItECHCUP:I2GA a pap0 ANGLE,TYP. OTHER6J NOT SHOWN \"Avwkx'x LIRAINUM ANGLECENTEREOABOLR (D.STEEL(MAS31)MLAM191 O � -a` FORLLARRY IYP RUPPORTFFANf.,IYP. TECHLpADRCLITD04K 50l gg (2)TIE-DOWN CLIP ATTACHMENTS y KI 1 N.TS. ELEVATIONS 6 & Z -XV4•a s0"(MN)•40"(MA)U LONG a.�--.�.w '_L ALUUVT1%ANGLE CEMERFn ABOLIi SIF'PORT ME,TYP- y TIE-DOWN CLIP OFFSETS: RA1346ABLEMODELS: tl I � RAT 3-06,RA7438,RA74426, yp gqj '{� --'-- DIM.1 4.50"MAX O'll YROM 11 FACE RAt624,RA163fiB,RA16428, I DIN.2 28.00'MIN OFFSET FROM DAVM FACE RP7338,RPI 348,FiP143B, 9g 91 O RIpO • • LIFQ UPPORT DIH.3 19.00'MIN OFFSET FROM DATUM FACE RPI 442,RPI 448,RP7630, S FRAME(BV DIM.4 13.00"MAX OFFSET FROMDANMFAGG RD1430 RPI 536,RD1430, n p OTHERS).TrP. RP1542,R01442,RA/UA1724, to n 00P171CaRFM1M1T4MUALU PP F WUA2038,.RAIUA2024 ry o o v RPIUP1724,RPIUP1736, PRODUCT REVISED 15-2564RE . L- CLI A -----_ - RWUAt736 RPAJP2024 as complying with the Florida mmlDpl�lgLvlmtll/ sutel N-r.s. DIM. p -- 37S'OTHRU BOLT WTM Building Code PIRId�6 PA00 OEECRiPT70x: CUP OFFSET DIMENSIO SHALL S. WASHERS A.NVT N0/4-ND. 16.0712.07 �' 2 X16 ss'TALLUNIT N /, );OryigT� FAS'TENINGANGMTO •� 39,TSx3 TC FDOTPR BETN<FN FR(JMTHI55IDE ONLY DATUM FACE DOK SUPPORTING FRAME Expiration o02126/2021 m� TIE-DOWN CLIP LAYOUT NOTE:UNIT 6HALLBECENIERED By ®y — AeDUTNG 7D'E(BYOMa C0 1 N.T.S. PLAN SUPPORIINO FRMIE(BY OTHERS) Mlaml- a eProdact Control O FRANK BENHARDO,P.E. RHEEM SALES COMPANY,- INC. e WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE-DOWN CLIPS: ROOF MOUNTED APPLICAT�O�fS��� � Nn 49 ' - UNIT UNIT 30B s bA' STATE OF EXPLOGFD VIEW DTF1 XTY LEN01HSiTa• ^'/O• F ` < THESE 190A73TRIC9 �� .TSD Lim � 0RIDcPa v o INTENDEDFOR I ONGRAMNATICAL PURPOSE° W ONLY,ALTERNA7E RNEEM UNITS •' //1FTA1N{{�litit` IZyI FLLy�ax( ^ UCTEDHERENMAYVARYUI �� >�S W�W APPEARANCE �, pp Nam �r1 UNITMaGHT F HOLE C1 4 o ST'MAX Z LW.R W ADD(2)910XN FEDETAL411 .ti SEE DETAL41 O LW QQQ( STAVRFSS 6TEf3&CREWo .T p TO OONmOL BOX O0=CREG 0ES J (WZPTALLMODDSONLY) 1I, - O Nim Y G l� A 00 .Wj�S U O.teTD'O 4G(M°q LDNO D 2 MOUNT ISOMETRIC VIEW �j ( ALIIMDNMANGLES VAIN -- O - IENGTHCFMERED ERON7150/BACKISO 1 PrRPENDIDVIARTO IL 1--1 UI SUPPORT°IO FRAME 3a'(tAFI) ` ATrA(Ij% E9TBOLTS, 0a319'H 1Sm' o aO \ VAm YASH 7HRUMAT6 I CLEARANCE O REFERENCE Q M n I 'AlTERFACHEn WEENMTNE ATTACH(1 GU TOFFW.TS.SEE HOLEOR N AMFRA ECKYALOP(Q LE (1}1SH IAL140TES.BEE 4WMA•x DO(MIM• SID7 O m AM TSR LSEUSEOR(Q Oe1mULL1N07ES FOR Ir ALUNHUM NO BOLTS NILLUE USED) ADDIIIONALREWFOgOINO PLATS ALUMINUMANGlB 0 USED AT7NI910CA710N,T;F. S—I Ct]IILIIEUAUOUr oo SUPPORTFRAME(SY 10.OP SUPPORTFRAME•TYP. U p UTMRa1TTP. MNRIUM 0.-- SINPORTFR4ME D CENTER CENTER 2_ (RYDTHFRSITYP. 3 > MOUNT EXPLODED VIEW 3 SUPPORT ANGLE U) 1 N.T.S. FRONTISOMETATC POST ELEVATION PWTBY w xx eeF- CON BOX CUP'TYBMO PER — A a _ Z oo gp. 0 omat } COINER I Vi = Coe Ya"GTIiRD BOLT I _ _ _ CPOST IT C1.aP 1t . WRNwA61,FRa IF u TIE-DOWN CLIP s NUTFASTFlOND CLIPSTO 1 I RT 2, , Allt41NUM SVPFORTFMME IDY ��]kS7J�Xs77pLMAIM-40'(AWO ONG MIAMI TUON CLO':42M G ANGmTYP. ORIERB(NOr6HOt5N AW=XM3A7 OLE CFNTEREDABOUT (0.09•)ASIM A033 Fw9PNs1 r, FLR CIARRY TYP. SUPPORT FRVAL,TTP. $TEEL(CUT0141MVWU OB 4 TIE-DOWN CLIP ATTACHMENTS TECHKRogRcuTDOSN pE9yU3 1 N.T.S ELEVATIONS ,q q¢ 3".OTnm"X50'(MNI)-40•(MAX)LONs ALl1NMUM ANGLE CENTEJ't£D ABOUT SUPPORT FRAME,TYP. ,a"-"'— TIE-DOWN CLIP OFFSETS: D1I4.1 4.50•MAX OFFSET FROM UPIUVI FACE DIh1.2 30.00•MIN OFFSETFROM BATUM FACE FNGIE, 9g1� C C D IPQ DIM.3 31.00'MIN OFFSET FROM DATUM FACE SUPPORT JDIM.4 13.00•MAX OFrstr FROM DATUM FACE � � a Q FFUME(BY 0.125' �^ w M PQ O711FIL4),NP. ul F N n �— APPIXABLE MODELS: 0.216" t1-A3-alb-REINFORCEMENT CQ°TWOIRTRVML601HAT100PE iF MIN. TATE AT THE UNDERSIDE OF 1 w A - RA1448,RA1442q TKEFLANGEFORAN PRODUCT REVISED 15-2564RE ( r RA1448A,RPI Q RA1630, p�Rp(y gGE7H[IXNEss as com 1yyln with the Florida scauF a. ° DIM.1 p 3/S"O7NRU BOLT WITH RAiB38A,RPlUP2D�0, OF 0.216-MIN,TYP, Bu11dInPCode AgtawdTUL7�TATdT� PAGE OESCRIDTIONT. 1- WASHERSanur RA1642A,RAf648,17A7660. SUPI.ORTIRG rMME D8 CLIP OFFSET DDIINGA7N SHALL - FASTENINGANGUTO (BYOTHERS),7YP. Hoa-No. 16-0712.07 �� O'j �jQ(/A 91-TALLLmr B9'rA�CEFTkabtTY1S$310'�DRL`(- DATUM FACE 0% sOPPDRrWSFnAME, RP1300,RI-1480,RP1648, a6.76'x 3a7T FOOT PFUM E RP1550, 6 REINFORCING PLATE ExplratlDn 02125/2021 �,�( 'pLcomud B 5 TIE-DOWN CLIP LAYOUT RrwA274B,RANAi7so, RANA2048,RANA2W0, 1 6°=1'-0' SECTION 11y qy FgJA J C� 1 N.T.S. NOTE:INT 11141L B5 CENTERED PLAN RPA7P1748,RPA1P1760, Miami- Product ABOUT TNE20"RAILTO RAIL RPA)P2048,RPNP2030, SUPPORTING FRAME(UY O'TRERU) I