Loading...
MC-16-3108 i Oink Miami Shores Village PI3 �f vpt Mill Identiai �,. 10050 N.E.2nd Avenue NE kE " a�.� Wtii C/a �Gatc if 'j u ellnent Miami Shores,FL 33138-0000 h � petmit r rs APPROVED Phone: (305)795 2204 ssuo 1119/2017 Expiration: 07/18/2017 Project Address Parcel Number Applicant 1098 NE 98 Street 1132050180350 Miami Shores, FL 33138-2506 Block: Lot: RAUL&MADELINE CORBO Owner Information Address Phone Cell RAUL&MADELINE CORBO 1098 NE 98 Street MIAMI SHORES FL 33138-2506 Contractor(s) Phone Cell Phone Valuation: $ 3,600.00 ALL STAR A/C&REFRIGERATION IN( (786)357-6898 Total Sq Feet: 0 I l Tons:4 Available Inspections: Additional Info:EXACT CHANGE OUT 4 TON UNIT Inspection Type: Classification:Residential Final Approved:In Review Review Mechanical Comments: Date Approved::In Review Date Denied: Type of Work: Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $2.40 Invoice# MC-11-16-62055 DBPR Fee $2.00 11/15/2016 Check* 1487 $50.00 $95.40 DCA Fee $2.00 Education Surcharge $0.80 01/19/2017 Credit Card $95.40 $0.00 Permit Fee $126.00 Scanning Fee $9.00 Technology Fee $3.20 Total: $145.40 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVI • certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constru ion and zo mg. F thermore,I authorize the above-named contractor to do the work stated. January 19,2017 Authorized Sign re:Owner / Applicant / Contractor / Agent Date Building Department Copy January 19,2017 1 Miami Shores Village NOV � 5 2016 L/ Building Department BY: 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FOC 20 BUILDING Master Permit No ✓ 'L,- Ko 3)Da PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ORENEWAL ❑PLUMBING MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: .Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: (� _ OWNER:Name(Fee Simple Titleholder): �.isN./ 1 C, 1MCj'JI2. (r (Ch:f tO 0 Phone#: -FK4` 1/2 Address: (��® Ct VC City: State Zip: 33) 3t Tenant/Lessee Name: Phone#: Email: �^-� CONTRACTOR: �Company Name: PM CiV G J #:� �� Phone6r U l-�L Address: qq `fc7 A w 1 City: State: \ Zip: �s�(��i`►' Qualifier Name: Phone#: � �� State Certification or Registration#:f.kL-, L4kt l 0� Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address City St tem,Zip: Valu of work for this Permit:$ Squa /Linear Footage"of Work: Type«o f Work: ❑ Addition ❑ Alter ion ❑ New ❑ Repair/Reblace ❑ Demolition Descrlption of Work: y 1 2 Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ Q® CO/CC$ Scanning Fee$ `1 Radon Fee$ a DBPR$ Notary$ Technology Fee$ . Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ q0 (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subj ct to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspectior which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will t e a oproved and a reinspection fee will be charged. Signature Signat e OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this _U 6 M day of o(j 20 !k by day of 20 1 L by &,L M,4,1 who is personally known to C;4q _ who is personally known to me or who has produced as me or who has produced as identification and a a• Ai LOS MOREL identification and CARLOS MOREL •, Notary Public-State of Florida NOTAY PUBLIC: NOTARY PUBLI ;_� kit-A, Notary Public-State of Florida • Commission N GG 034646 _ Commission N GG 034646 My Comm.Expires Jan 17,2021 ="�, yo; My Comm.Expires Jan 17,2021 • Bonded through National Notary Assn. '' �°,`„`,��•P Bonded through National Notary Assn. agn: n: Printe,sjuo? /'e®v mac. Print: ,wZy `� �Y''e�C— Seal: Seal: ���»�x�x��*�s����x�a��►�x*�����**�� ����m����x����*�x * �xa��*���*�*a��*****������x���x�x�**��x*a��s�**x��x*��x����x��x*���*��:� APPROVED BY la xaminer Zoning Structural Review Clerk (Revised02/24/2014) This combination qualifies for a Federal Energy Efficiency Tax Credit when placed In service between Feb 17,2009 and Dec 31,2014. Certificate ®f Product Ratings AHRI Certified Reference Number: 6946519 Date: 12/10/2015 Product: Split System:Air-Cooled Condensing Unit,Coil with Blowers-�I��� Outdoor Unit Model Number: 116BNA0481B DEC 18 2015 Indoor Unit Model Number: FX4DN(B,F)049L BY: Manufacturer: BRYANT HEATING AND COOLING SYSTEMS Trade/Brand name: BRYANT HEATING AND COOLING SYSTEMS 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 regions)for which they meet the regional efficiency requirement. Series name: LEGACY LINE PURON AC Manufacturer responsible for the rating of this system combination is BRYANT HEATING AND COOLING SYSTEMS Rated as follows In accordance with AHRI Standard 210/240-2008 for Unitary Air-Conditioning and Air-Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored,independent,third party testing: Cooling Capacity(Btuh): 46500 EER Rating(Cooling): 13.00 SEER Rating(Cooling): 16.00 ` Iwo 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 *0 0*0 0 . • • • ••du AHRI does not endorse the proct( Ihftden lhlslCeRifitat wand makes no representations,warranties or guarantees as to,and assumes no responsibility for, the product(s)listed on thl&r,ertiflcj$.4Mex5re&yWrjai;6 all liability for damages of any kind arising out of the use or performance of the product(s),or the unauthorized alteration of dalm Ilstedwn.thW Cartifltate.CErtifledfratings are valid only for models and configurations listed in the directory at www.ahridiretfbry.&8.• so 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 purposser'ihe cont"odthilb Cerdfld�e r"%ot,in whole or in part,be reproduced;copied;disseminated; �V entered Into a compubt d'Jtab4e;or otitr4se tiilized,in any form or manner or by any means,except for the user's individual, personal and confidential wfe►once.• • • • • • AIR-CONDITIONING,HEATING, CERTIFICATE VERIF"tION:* • i • i &REFRIGERATION INSTITUTE The Information for the model cited on this certificate can be verified at www.ahridirectory.org,dick 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 13094224 086 748484 ©2014 Air-Conditlonlpg ,Veatipggod�Wfriterat4m institute CERTIFICATE NO.: 0 0 0 0 0 0 t 1 FRANK L.EENNARDO,P.E. BMP INTERNAT IO ALi INC. o I F �1Y81HIHsryA MECHANICAL UNIT STEEL TIE-DOWN CLIP: AT GRADE & ROOF-TOP MOUNTED APPLICATIONS ti'�a` ' "4 e = ' : ,-75LB MIN.WEIGHT, _DESIGN__.NOTES: e T.� a� •( g / MECHANICAL UNIT THS PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7.10 AND THE FLOR JA•C) ( a1 BUILDING CODE FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZON PER SEPAItA'IE CERTIFICATION,NP, INDICATED IN THE ACCOMPANYING DESIGN SCHEDULES.THE DESIGN CRITERIA USED TCP , CALCULATE THE ALLOWABLE ROOFTOP HEIGHTS CONSIDERS ASCE 7.10 SECf10N 29.5.1%ov C FOR ROOF TOP HEIGHTS(H)$60 Ff AND SECTION 29.5 FOR ROOF TOP HEIGHTS(II).GO &SECTION 29.4.1 FOR INSTALLATIONS AT GRADE.(GCI) rt-3.10 WITHIN THE HVHZ, h !11 41 u)' tCENTER OF GRAVITY I �� (Cit�lcp�,y=1.90 OUTSIDE THE HVNZ,(GCI���„,, 1.5 FOR ALL LOCATIONS{CONCURRENT). ASSUMED TO ACT AT THE w ALL OTHER DESIGN VARIABLES ARE[N ACCORDANCE WITH ASCE 7-10 CHAPTERS 26&29. Q r m LL 2 R GEOMETRIC CENTER OF THE THE HEIGHTS LISTED IN TI iC DESIGN SGIEDULES REPRESEPIT THE ALLOWABLE HEIGHT Of �C Q w IL p SEE DESIGN THE BUILDING.THIS PRODUCT APPROVAL ALLOWS FOR EACH UNIT TO BE INSTALLED ON A iLL,�l N Lu MECHANICAL UNIT. r,w tCFNTFR OF SCHEDULE F•OR W w MECHANICAL UNIT MUST BE _ MAXIMUM 30°TALL A/C STAND(CERTIFICATION BY OTIIC-RS)ON TOP OF THE HEIGHTS g SURFACE SQUARE OR RECTANGULAR, =vi G�vl ry AREA AND DESIGN y w_ & IMUM LISTED IN THE DESIGN SCHEDULES. NO IRREGULAR SHAPES. 1 PRESSURE,NP. '! oma ww g GENERAL NOTES: £w STEEL TIE-DOWN CLIPS, 1. THIS PRODUCT HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH w &2 SEE DETAIL 1i3 /3 THE REQUIREMENTS OF THE FLORIDA BUILDING CODE&ASCE 7-10.THIS PRODUCT MAY b m 1,2 FOR CLIP INFORMATION, BE USED WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. .+ I j 3 TYP 2. NO 33-1/3!INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS 1 SYSTEM. u - 3. DESIGN IS BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TEST �\ REPORTS OTEL 0 .. I97DIL7A,Il H970387D BY PRL EVALUATION EE1-4NC..NO SUBSTITUTIONS WIO71 WRITTEN APPROVAL BY THS ENGINEER SHALLBE it I 3'MAX PERMITTED. J 8 3"MAX TYP. � 4. MAXIMUM&MINIMUM DIMENSIONS AWE)MINIMUM WEIGHT OF MECHANICAL UNIT SHALL NP• CONFORM TO SPECIFICATIONS STATED IIEREIN.ALL MECHANICAL SPECIFICATIONS Q 3 A (CLEAR SPACE,TONNAGE,ETC.)SHALL BE AS PER MANUFACTURER RECOMMENDATION o Z 12 Ra. HOST STRUCTURE DESIGN I AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. B OTHERS.SEE DESIGN- 5. FASTENERS TO BE n 12 X%'OR GREATER SAE GRADE 5 UNLESS NOTED OTHERWISE. fu G ALLOWABLE SUBSTRASCHEDULES TES �VOjE J�, NSTALILED TO 3000 PSI MIN CONCRETE.SEE ANCHOR SCHEDULE OR ANCHORON L ONLY, m S 3 YSIS. z MA% %3 TYP �AtSAy�G�MAX RE UIREMPREVETT TS.ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECtION v R MECHANICAL UNIT 0� 6. ALL STEEL CLIPS SHALL BEA E Pi A283 STEEL(GRADE D)CWITHORROSION Fya33 KSI OR BETTER. CL a .a 9 TMP' \�.� �yE� ALL STEEL MEMBERS SHALL BE PROTECTED AGAINST CORROSION WITH AN APPROVED F- o v 1C COAT OF PAINT,ENAMEL OR U7HCR APPROVED PROTECTION.G90-RATED COATING I. 1 TIE-DOWN ISOMETRIC TYPE OF CLIP AND NUMBER OF CLIPS, REQUIRED FOR ALL COASTAL HERINSTON IS NOT PA v p a 7. ALLCONCRETE SPECIFIED I ICREIN IS NOT PART OF THIS CERTIFICATION.AS A MINIMUM, ISOMETRIC PER CORNER WILL VARY PER ALL CONCRETE SHALT BE STRUCTURAL CONCRETE 4"MIN.THICK AND SHALL IIAVE V CONNECTION TYPES Cl-C4 ON SHEET_2 MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI,UNLESS NOTED OTHERWISE. @D. .. 8. THE CONTRAC rOR IS RESPONSIBLE ED INSUTATF ALI.MEMBERS FROM DISSIMILAR•• OE MATERIALS TO PREVENT ELECTROLYSIS. • • •• TIE-DOWN CLIP DIRECTIVE EXAMPLE 9. EL.ECTRICALGROUND,WHEN REQUIRED,TOBEDESIGN.. .11.11pL BY0THERS, 30,THE ADEQUACY OF ANY EXISTING STRUCTURE TO WIl S11PEN IN LO • (THE FOLLOWING EXAMPLE ILLUSTRATES THE PROCEDURE USED TO DETERMINE THE MAXIMUM ALLOWABLE ROOF-TOP INSTALLATION HEIGHT,H,FOR ANY GIVEN SHALL BE VERIFIED BY THE ONSITE DESIGN PROFESSIONAL ARAN IS W INCLUDE> i lI• 'm MECHANICAL UNIT THAT CONFORMS TO THE DIMENSION RESTRICTIONS AND DESIGN CRITERIA LISTED HEREIN,SEE SHEETS 4.5 FOR DESIGN SCHEDULES.) THIS CERTTFICATION.EXCEPT AS EXPRESSLY PROVIDED HF"PL W4 VDITIONAL• �q� �•, •• CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. • ]y CRITERIA: I1.THE SYSTEM DEIAILEU HEREIN IS GENERIC AND DOES NO&POW:4 T&FORMATfON FOR MECHANICAL UNIT CRI $q CONSIDER THE INSTALLATION C E MECHANICAL LIMIT WITH THE FOLLOWING CRITERIA= A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED 1•, •• HEREIN,A LICENSED ENGINEER.OR REGISTERED ARCHITECT§WW JREPARE SITE* • Vult-170 MPH,EXPOSURE W SPECIFIC DOC:UPIEN 15 FOR USE 1N CONIUNCOON WITH TICS DOCUMEYT, ••• --'i-'' 48"TALL x 48"DEEP x 48'WIDE,100 LB(WEIGHT AS VERIFIED BY OTHERS) 12.WATERTIGHTNESS OF EXIS71NO HOST SUBSTRATE.SHALL 08NY4FYLL RFSPONSIOIL.I'Y m • •• a INSTALLED TO 3000 PSI I4IN CONCREI E 1Yi IH(1)-2"CLIP AT EACH CORNER OF UNIT(TOTAL OF(4)CLIPS) OF THE INSTALLING CONTRACTOR.CONTRACTOR SHALL ENSURE THAT ANY REMOVED 1 PROCEDURE: OR ALTERED WATERPROOFING PfEMBRANE IS RESTORED A•t�R•RBYiWTTOPI AND •• •• 3 INSTALLATION OF STRUCTURE PROPOSED HEREIN.THIS ENGNER SH•LL NOT BE• RESULT RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE iSS•E•WN(•1 MAY OCCUR M• Lel .•, •• .., PROCEDURE STEP SS SHALL B THE FULL RESPONSIBILITY tqG ;( _ _`_ WATER-TIGHTNESS F' TY OF THE INSTALL' • _ a i DE7ERhI,NE THE CONNECTION TYPE BASED ON THE DIAGRAMS ON SHEET 2 CUDINFC710N 71'PE S __ .. _. CONTRACTOR. •••••• y F j°": • THIS IPISTALLATIO14 IS INTENDED FOR A Vult=170 MPH,EXPOSURE W.T HIS DESIGN l3.FOR AN EXPLANATION Oh EXDiJ5URE CA fF"GORI ES THAT AOCOMPA�Y i•E VWt WIND • $'- 2 I DETERMINE WHICH DESIGN SCHEDULE TABLE TO USE CRITERIA CORRESPONDS TO TABLES SPEEDS USED IN THIS APPROVAL,SEE SECTION 26.7.3 OF PtSCE 7.10.• :•• I q ER•• ( 3-I D_ETERMIRE LARGEST FACE AREA OF MECHANICAL UNIT TO BE IFISTALLEr) THIS UNIT HEIGHT OF 4A"15 F.QIIAI TO THE PIAXIMUM gLL04YAeLE HEIGHT OF 4R". • • • 1 NOTE:THIS PRODUCT APPROVAL ALLOWS THE UNIT TO BE INSTALLED ON TOP •• • • • • 15-2678 4 CHECK MAXIMUM UNIT HEIGHT RESTRICTION OFAN A/C STAND THAT IS A JIIAXZMU14 30"TALL.IF AN A/C STAND IS UTILIZED, 04,00 CHECK TO SEE THAT Tiff STAND DOES NOT EXCEED 30"IN HEIGHT GO rl T.S. P .1------- ------- - - - - - - .. Pnae-Ogacu�TsDe+• S CHECK M_[Nt_h1UtA_UNIT WIDTH RESTRICTIOFI_ ._____,____. _.,____'UNIT LHIUTH IS 4tl'WHICH t5 GREATER THAN THE MIh,IItgUf4 ALLOWABLE WIDTH Of 2•I" ' THIS UNIT MAY BE INSTALLED AT ROOF HEIGHTS LESS THAN OR EQUAL TO 15 Fr. ---- N 0 OETERN INE THE ALLOWABLE ROOFTOP Hhi{)Hf OF THE INSTALLATION ADDITIONALLY,THIS.Ut,"T hIAY BE INSTAII.ED ON ROOF-TOP HEIGHTS GREATER I" _ THAN 6OF1 AUU LLLS THAFN 100 FT.SEE('}Otl TABLE 5 FOR THE NUMERICAL VALUES IIP IHIi DESKM L•:AM1IFI.E �l FRANK DO,P.E. ANCHOR SCHEDULE: 1" CLIPS 2" CLIPSAQCAn` 1 \ j SUBSTRATE DESCRIPTION SUBSTRATE - DESCRIPTION= L2 Z fr t�"J w (1)-5/16'0 CARBON STEEL (1)•5/16"0 CARBON$11!E * p y� ? N ITW BUILDFX TAPCON, ITYI RUMDEX TAPCOt� - m CONCRETE: 2K'FULL Eh1BED TO CONCRETE: 2)5°FULL EMBED TO% Y�4i ,, p IA w w 0 (4'THICK MIN, CONCRETE,3yP"MIN. (4"THICK MIN, CONCRETE,ale"MIN. �.' tlt• -, = g�w 3000 PSI MIN.) EDGE DISTANCE,3)/a"MIN. 3000 PSI MIN.) EDGE DISTANCE,3%'MIN. N SPACING TO ANY SPACING TO ANY w ,$ ,N ADJACENT ANCHOR. AD)ACFNI ANCHOR. D - z ym ID -I SHEET I FTAE GRADE S (EET ET AE GRADES Z N w �\ \ ALUMINUM: ALUMINUM: ,.I SHEET hiP.TAL SCREW fU I SHEET METAL SCREWS 70 W (0.125•MIN, ALUMINUM,PROVIDE(5) (0.K 6 MIN. ALUMINUM,PROVIDE(5) ' 3 W T$7 3"MAXTHICK,6061-T6 PITCHES MIN.PAST TNIIX,6061-T6 PITCHES MIN.PAST I N Si m 5 2,✓ MIN.AWN1iNUh1) 1'CLIPS nP. THREAD PLANE MIDI.ALUMINUM) THREAD PLANE O W �,. 1"CLIPS ' ! 3°MAX: O d TVP. STEEL: (1)-P 14 SAE GRADES STEEL: (2)-#14 SAE GRADES S� (0.125"MIN. SHEET METAI.SCREW TO (0.125'MIN. SHEET METAL SCREWS TO ." TMIIX,33 KSI STEEL,PROVIDE(5) THICK,33 KSI STEEL,PROVIDE(5) a 3"MAg - \O QST MIN.STEEL) PITCHES MtN.PAST MJN.STEEL) PITCHES MIN.PAST tM•l ns Gr\Z r! •TYP X \\t GNZGV� TIIREAO PLANE THREAD PLANE C)C TVP. 3'. Z ZE 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES,IF APPLICABLE. J 2. ENSURE MINIMUM LOGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. 3. SEE DETAILS ON SHEET 3 FOR ANCHORS ATTACHING TO MECHANICAL UNIT, c1 CONNECTION TYPE Cl CONNECTION TYPE C2 z o 4 !!'CLIP-U7il IZE(1)AT EACH CORNER FOR A TOTAL OF(4)PER UNIT C2 O 4' F. 1'CLIP•UTILIZE(2)AT EACH CORNER FOR A TOTAL OF(8)PER UNt7 EL -T'` UNIT WIDTH W F,.. z6'MAX ___ ____ 6'MAX 1- 0 d'ril Q CLIP OFFSETNG CLIP OFFSET �--CLtP PAIR SPACING # J+i w �p C $vW jwp CL 0 0 0 ME is CLIP-CLIP IU`NIT OER�L •• • ' = NI SPACING SEPARATE • • u �\` •"WWICATION• • �,^.�I,y'yI I• •• 0410009 0 . 3"MAX nn g t M gg •• a r2"CLIPS Ip. 3"MAX TVP• ' _ •-2"CLIPS ••••• •••• - �iK�' Ir V. TVP. iy 3"MAX Ui[LIZE(4)CLIPS EA SIDE 0000 • •• f' TYP, OF UNIT FOR A TOTAL OF Al1 , (S)PER UNIT ••••• *000 _ •• I--� 3"MAX �,N�°�uZ'Ehl A � `a\o'o/��� I • •• •• I �! �!•�•� 7"MAX �J, E ) ••••• • '-� �. ��°• • l Tm. nP. \�uigc>" • • g ale. �• ���g\ �!3"h1AX \A1�5\G� J • • II .,Y •• \'_•`5�L IVP 7 - ;=t--: • • :••• WPRUQNiFRalR: e P - •••• 0 • • • 15-2978 F CONNECTION TYPE C3 CONNECTION TYPE C4 s ALTERNATE (8) CLIP DETAIL •••• _ L& N13 C3 - e nPSGRlp7forvl '6 P'(LIPS•UTILIZE(1)AT EACH CORNER FOR A TOTAL DF L)PER lIM1T (-[} 2'(:LIPS•U f ILIZE(2)A'f EACH CORNER FOR A TCI TAL OF(,K V)_tN,UN[I 3 M.T.S. PLAN VIEW IRIS DEIAIL MAY BL USED AS AN ALIcRNAIE GEUME'IRIC PATTERN FOR ALL CONNECTION TYPES THAT UTILIZE(2) ! ✓<; CLIPS AT EACH CORNER FOR A TOTAI.OF(8)CIPS PER `- UNII. .!� FRANK L.DENNARDO,P.E. i>Reomotttpaar��rF,,i�° .FOR ANY CLIP P %s° LONGER THAN 10" - ° 1 0.19" UTILIZE(5)-812 SAE MECHANICAL UNIT BY OTHERS.ALUMINUM a•a <`C�,^,(� '�'%. 7Yp, GRADE 5 SHEET HOUSING UNITS SIIALL BE 6063-T6 MIN. P' ,_•• { ALUMINUM SHEET WITH Fty-30 KSI,0.125"— m ,� METAL SCREWS,TYP. MIN.THICKNESS,STEEL HOUSING UNITS (3)-#12 SAE GRADE 5 SHEET m ' 0.066'THICK' � SHALL BE ASTM A653 Fy-33KS1 MIN. METAL SCREWS FOR CUPS UP TO g➢1 ASTM A283 STEEL,GRADE:33,22GA MIN.(t�0.0299). A, 5"LONG.UTILIZE(5)-812 SHEET - C4 STEEL,TYP. -rV METAL SCREWS FOR CLIPS ��tt•• �I LONGER THAN 5".PROVIDE(5) `?G,y'• M PITCHES MIN.PAST THREAD PLANE 'tee° ' 4 (3)-812 SAE GRADE 5 -1 `� o A283 5'THIC P TYP. FOR EACH SMS,TYP. SHEET METAL SCREWS a�= ANCHOR PER to tlntV BASE OF UNIT A u1 FOR CUPS UP TO 5" III $ o G �.in B BE FLUSH WITH BASE LONG.UTILIZE(5)-512 tttJJl r1� g$ SHEET METAL SCREWS ,1 �1 v 3/ --ANCHOR / ANCHOR SCHEDULE N Fp W$ OF CUP,NO ACE FOR CUPS LONGER PERMITTED,PTYP. / W 3 THAN 5',TYP. ' Y,O HOLE,WITH SUBSTRATE PER IYI/ ANCHOR FROM 1° CHOR 0 W'�', CLIP o SCHEDULE,AANCHOR 1 \�SCHE ULE O f (OTHER (VARIES) e DIMENSIONS € r -0.3 75' `� 0 SIMILAR) 1" TIE-DOWN CLIP 3g" 3 ANCHOR DETAIL Lj 1 1" CLIP ISOMETRIC DETAIL 3 3'-1'-0' DETAIL z 3N.T.S. ISOMETRIC CLIP IS DESIGNED FOR FULL u 0 CONTACT WITH THE BASE OF EACH J 9 MECHANICAL UNIT,TYP. �• p3 0.12s` MECHANICAL UNIT BY OTHERS.ALUMINUM III HOUSING UNITS SHALL BE 6063-T6 MIN. W o tl ALUMINUM SHEET WITH IFty=30 KST,0.175' �-•n I III (3)-81.SAE GRADE 5 SHELL V rjj 2 0.072`OR UJ MIN.THICKNESS,STEEL NOOSING UNITS rn QX SHALL 0F.ASTM A653 Fy=33K5I MIN. LONG.UTILIZEFOR CUPS 4" (4)-912 SHEET M 0.AST IA283lICK �" _ C 113'ASTM A283 � S STF.F.1.,GRADE 33,22GA MIN.(t=0.0299) % m � METAL SCREWS FOR CUPS uO. STEEL,rYP. \ /� J (3)-832 SAE GRADE 5 - t LONGER THAN 4".PROVIDE(5) ••• •eL SHEET METAL SCREWS PITCHES MIN.PAST THREAD PLANE• • • co • •• �• v FOR CUPS 4'LONG. "OR 0.113 FOR EACI I SMS,TYP. • • • U' UTILIZE(4)-812 SHEET THICK ASTM A283 •'�•�.. •• • •• • u f STEELCLIP,NP �•� • • q / METAL SCREWS FOR (1)OR(2)ANCHORS�I CLIPS LONGER THAN 4 BASE OF UNIT SHALE 000000 • • j,.• • uJ SCHEDULEi, PER ANCHOR • ' �+ OF CLIP,NO SPACE T/R/�SCHEDULE •••••• • - 3 . PERMITTED,TYP. �A -_ *so* • t/a"0 HOLES,P107 TO RE FLUSH WITH BAS • • •••• A . BE USED FOR SUBSTRATE PER *000 • 14 rA� • • i ANCHORS,TYP. r ANCHOR ` C Z5 r�y� 444111 -SCHEDULE •••••• •• ^i 16, '• • 11 IIt I{ (VARIES) • • • • ( , • • 00 00 2" TIE-DOWN CLIP •••••• - !� 1 y p4 gg g a ANCHOR DETAIL • :... �; �; ' 3 3"a 1'-0" DETAIL__ ••• • cavtAwBF FPA 9NUWP]DP.. .0.50 — 15- 378 CLIP IS DESIGNED FOR FULL •• • • • • FACTORY-MILLED ya"C HOLES; ':.,`0•Sp„ /%Cl/ CONTACT WITH THE BASE OF EACH • • teF y,T,g, F UTILIZE(1)OR(2)ANCHORS " .� .�=;w �� MSCI IAPIICAL UN11',TYP •• 5 FROM2"CLIP ANCHOR \'',: 6eueseRlPTtoth SCHEDULE,TYP. }G' 2" CLIP ISOMETRIC DETAIL g N.T.s. ISOMETRIC t(y{�104jfjJY��AROO,p.E. '0 ph. b-U TABLE 1:Vult=175 MPH,EXPOSURE C TABLE 2 :Vult=175 MPH,EXPOSURE D (FOR USE WITH A RISK CATEGORY It STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE-) (FOR USE WITH A RISK CATEGORY It STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE-) ALLOWABLE ROOF-TOP HEIGHT(HHH� ALLOWABLE ROOF-TOP HEIGHT LHI TIE-DOWN CONFIGURATION TYPE TIE-DOWN CONFIGURATION TYPE d MAXIMUM -- MAXIMUM I . �® �Yr, SURFACE AREA OF UNIT UNIT SURFACE AREA OF UNIT UNIT CI C2 C3 C4 C1 C2 C3 C4 s UNIT'S LARGEST HEIGHT WIDTH UNIT'S GEST HEIGHT WIDTH ' - ails/ �m JJ '^ 6 FT' 24"MAX 12'MIN N/A AT GRADE AT GRADE H 5 200 FT 6 FT' 24"MAX 12`MIN N/A , AT GRADE AT GRADE H 5 200 FT s pffT� h _ - -. _ 4141 -- I._. -12 9 FT' 32"MAX; 15"MIN N/A AT GRADE ATGRADE H 560 FT I 9 FT' 32'MAX IS"MIN' NJA AT GRADE N/A H 5 30 FT rg 4 Q U' II 4 FT2 AT GRADE H 5 200 Fi H 5 30 FT H 5 200 FT 4 FT2 ' AT GRADE H 5 200 F T AT GRADE H!5 200 FT u m W f 6 FT' - AT T_GRADE H 5 40 FT AT GRADE H 5 2 W FT G FT' N/A H 515 FT AT GRADE H 5 200 IT W 6 i4 9 FT' 48"MAX 29`MIN N/A AT I AT GRADE H 5160 FT ! 9 FT' 48"MAX 24°MIN N/A q f GRADE AT GRADE H 580 FT '"y W ffiJ ._ __ 4141 12 Fi_' NJA AT GRADE AT GRADE j_H 5 40 FT__ 12 FT' N/A AT GRADE NIA AT GRADE N/A AT GRADE N/A AT GRADE 16 FT2 -_ - _ ___- N/A AT GRADE NIA AT GRADE e 0 yz -- 4141. 20 FT' N/A ATGRADE i N/A AT GRADE 20 FT' _ _N/A_ AT GRADE N/A AT GRADE I ¢ g -- TG -- ---- B 25 FT' N/A AT GRADE N/A AT GRADE 25 FT' N/A N/A N/A AT GRADE 60"MAX 48"MIN - -- - 60"MAX 48"MIN 30 FT' N/A N/A N/A AT GRADE 30 FT' __ N/A _ NJA NIA AT GRADE 36 FT' I NJA_ _ N/A 1- N/A AT GRADE ( 36 FT' N/A N/A NIA AT GRADE *THIS TABLE 15 PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS BROWARD AND 'THIS TABLE IS PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS BROWARD AND U MIAMI-DADE COUNTIES.CHECK WIT]I LOCAL AUTHORITY I LIVING JURISDICTION FOR TIIE APPLICABILITY MIANII•DADE COUNTIES.CHECK WITH LOCALAUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN TLORIDA COUNTIES. OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. P-4 .y o Z 0 TABLE 3 : Vult=170 MPH,EXPOSURE C TABLE 4 :Vult=170 MPH,EXPOSURE D 0 z (FOR USE WITH A RISK CATEGORY 11 STRUCTURE-) (FOR USE WITH A RISK CATEGORY II STRUCTURE-) C 4i ALLOWABLE ROOF-TOP HEIGHT(H) ALLOWABLE ROOF-TOP HEIGHT(H) z a _ TIE-DOWN CONFIGURATION TYPE TIE-DOWN CONFIGURATION TYPE 1(,) o a N SURFACE UNIT'S LARGEST UNIT UNIT HEIGHT WIDTH 1AREA OF UNIT UNIT zL C Cl C2 C3 MAXIMUM F ,@ SURFACE'I G4 UNIT'S LARGEST HEIGHT WIDTH CI C2 C3 C4 t--1 FACE FACE 6 FT' 24"MAX 12"MIN N/A H!;200 FT AT GRADE H 5 200 FT G FT' 24"MAX 12"MIN N/A H!9 00 FT 200 FT AT GRADE H 5 2 • • 60 FT<HS 160 FT 60 FT<H 580 FT• • :• • •••• � •� 9 FT' 32"MAX_ 15"MIN N/A H:;15 2 ATGRADE H 5 200 FT 9 FT' 32"MAX 15"MIN N/A AT GRADE NIA •••i 520•FT •• 160 FT<H52�FT 60 FT<HS200 FT i _�_ ._ __4141 _ _ __. 41__41_ 4141. 41_41. 4141 _ 4141 . _4141 _4141._------- —`r-- - ----. 4141.._ • • i2 4FT' AT GRADE H5200 FT H5200 FT H5200 FT I AT GRADE •1•••• • •• �'�.- • ci 60 FT<H5200 FI; 4Fr 6p FT<HSSOO FTS H5200 FT H<200 FT Hf 200FT ••i••-4141 •c,4.gt H 5 15 FT j 6FT' AT GRADE H5200 FT 60 FT 5200 FT H5200 FT IS FT' ! N/A H5200 FT 60FT<H5200FT SAW" • D •• --- • ggg A7 GRADE 1 H 515 FT 4141- --•------t--- •• • • 9 FT' 48"MAX 24"MIN N/A H 5 200 FT H:;200 FT 9 FT' 48°MAX .24"MIN N/A ATGRADE •CJS*0 FT • 1 60 FT<H 580 FT: 160 FT<115200 FT g la1 • n AT GRADE ATGRADE •••••• ••••• I ^{ '7~ �gy• 12 FT' i N/A N/A H<_200 Fl 12 FT' I N/A ) fh g 160 fT<H5200 FT' H . '60 FT< 5120 FTN/A M 5 20Af1'- _•• •• •• • ,'. I 'T• • g 16 FT' N/A AT GRADE N/A H<-2CO FI 16 FT' N/A N/A N/A { OO F7 ;�• ff�ff j 'N�° e • # )0 FT' N/A AT GRADE NIA H s 200 FT 20 FT' NIA ATGRADE N/A • II 5 40.7 • I ., Lp j • • / GO FT<H 5200 FT ••• ♦A, ¢¢ e • 25 FT' NIA N/A - _ - N/q_ N s 30 FT 25 FT' N/A N/A N/A • A).11AVE • WPYRRJRIPWVIKL • GO'MA% 48"MIN 6017<141200FT 60,MAX 48"MIN 66RF41 H54100 FT • ••15_23`78 • AT GRADE AT GRADE 41 9 N I s. 30 f T' N/A PICA N/A 60 FT<H!5 18011 30 f T' N/A N/A NIA 6OFT c H 51OO F7 •• pgaB DESGIIPYIONI 36 FINIA N/A N/A AT GRADE 36 FT' NIA N/A N/A AT GRADE 'AS AN EXAMPLE,THIS TABLE IS PERMISSIBLE TO BL USED WITHIN PALM BEACH COUNTY.CHECK WITH I OCA(. •AS AN F%AMPLE,1H15 TABLE IS PERMISSIBLE TO BE USED WITHIN PALM BEACH COUN M CHECK WITH LOCAL AUTHORITY HAVING IURISDICTION FOR THE APPI ICARILITI'Of THIS TARLE WITHIN CERTAIN FLORIDA C0UNHE5. AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY Of THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES ........v...�.. - �...-..,.,.�.__.-......."��..,�..,...,�,.::.�..eo��.".•...."..a."._.s.-"a....,.....,�..:_.__. .e.v.,,m�-�_.a,m",_<...-41:41,_.,......._-�.,4141._..4141...._......a.-� .a,......`."4141.,....-.....,... TABLE 5 :Vult=140 MPH,EXPOSURE B TABLE 6 :Vu►t=140 MPH,EXPOSURE C (FOR USE WITH A RISK CATEGORY R STRUCTURE-) (FOR USE WITH A RISK,CATEGORY 11 STRUCTURE-) M ALLOWABLE ftODF•TOP HEIGf IT(I Q ALLOW - 9e i TIE-DOWN CONFIGURATION TYPE _ TIE-DOWN CONFIGURATION TYPE MAXIMUM fln SURFACE AREA OF UNIT UNIT SURFACE AR AOF UNIT UNIT �• t7 [( S UNIT'SLARGEST HEIGHT WIDTH Cl C2 C3 C4 UNITStARGEST HEIGHT WIDTH ci I C2 C3 C4 FACE H 515 FT 60 FT<Hs120 FT! T- - - 6FT° 24"MAX 12"MIN Hs200 FT �,' H52WFT H52WFT 6FT' 24"MAX 12"MIN AT GRADE H52WFT 115200 FT 115200 A. (�?'T SIF T' 32"MAX 15"MIN AT GRADE H 5 200 FT 15 200 FT H 5 200 FT 9 FT' 32"MAX 15"MIN N!A H 5 2.FT H 5 15 FT H 5 200 FT i. 60 FT<H 5200 FT32 ,rGnL Ul 4 FT' — H5200FT -- H52WFT J 1152.FT H52WFT -- 4FT' 115200 FT H52WFT H52WFT H5200IT tw Z2 6FT' I H540 FT H52W FT H52WFT H52WFT t - H:5 U N� 60 FT<H52W FT - 6FT' AT GRADE H52WFT H5200 FT HS200 FT ul ~ GO FT<H 5180 FT, J 9 FT' !48'MAX 24'MIN AT GRADE H52W F7 HS 200 Fi 115200 FT 9FT' 48"MAX 24"MIN AT GRADE H5200 FT 11540 FT H52WFT (` p � G 60 FT<H 580 FT W __ 60FT<H32WTT _-_ w0� 12 FT' AT GRADE H52WFT 11540 FT H52W FT1 12 FTs N/A H52WFT AT fiRADE H52WFT .a a 60 FT<H 5200FT I 60 F7<H 5140 FT 11515 FT H515 FT # 16 FT' N/A H52WFT 6G FT<H s100 FT!' 115200 FT 16 FT' N/A 60 FT<H52W FT! AT GRADE H52WFT 20 FT I N/A H5200 FT H5200 FT 20 FT NA - - : 11515 F1 , / 11530 FT AT GRADE i H5200 FT ?l GO FT<H 5180 FT 60 FT<H 5200 FT 25 FT' I N/A Hs40 FT AT GRADE H52WFT ATGRADE 60 FT<H 5200 FT 60 FT<H 580 FT 25 FT' N/A AT GRADE 115200 FT A 60"MAX 48"MIN - --- ----- - I 60"MAX 48"MW 60 FT<HS140 FT „_ H 515 F7 < o' 30 FT' N/A 60 FTcH5360 FT AT(RADE H52WAT GRADE N/A H 5 200 F1FT 30 FT' N/A p 36 FT ! N/A AT GRADE AT GRADE H 5 20D FT I 3G FT' ! H S 30 FT O Z 60 F7<H580 FT Q v1 y _ _ --, N/A - AT GRADE I N/A L60 FT<H!5 FT FT 4 Q�+ N TABLE 7 :Vult=140 MPH,EXPOSURE D � _ o (FOR USE WITH A RISK CATEGORY R STRUCTURE.) W ti n 6 ALLOWABLE ROOF-TOP HEIGHTSfj) - z V O 1-1 TIE-QOWN CONFIGURATION TYPE :*00 C�-� £ s SURFACE AREA OF UNIT I UNIT •••• •C g UNIT'S LARGEST HEIGHT I WIDTH Cl C2 C3 C4 • • • m • •• 4 FACE • • • GH130FT •• • •• • 6FT' 11-IMAX 12"MIM N. HSL.FT H5200 FT • • j60 FT<H 5200FT .. _. •••:•• • • ���! i' �•• 911`1 32-MAX 15-MIN N/A ! 115200 FT 60 FT<HRS 1040 FT H52WFT •••••• • $'.YI�'I ! y 9 N540 F1 +t••• • ��I ,� AFT' �60 FT,H52.FT115200 F7 i H52FT H52WFT ={-- ! W • • •••• 6171 GO FT<HRS GRADEAT 00 FT H5200 FT H52WFT Hs 200 FT •••••• •• •• 9 TT' 48"MAX 24"MIN N/A H 5 200 FT H!5 15 FT H 5 200 FT • • • • �rSsl gp ' 160 FT<H 5200 FT •• •• •• I ; q�ggggy•• O- 12 FT' N/A FI<AOFT AT GRADE H52WFT •••••• • �s�L � •• 60FT<H52D0 FT:60 FT<HS80FT 1 • • • i �'18 )• AT GRADE •••• c P NIA IW FT<FI 5 200 FT N/A H!;200 FT i ••• • COyyWpMpryll,l P ._._. .. . IO FT' N/A AT GRADE AT GRADE I H 5 200 FT •• • • • • 15-2878 60 FT<H 5200 F1 • • E •• u. H T s. AT GRADE PAPE DESCRIPTVm1 i5 FT, N/A N/A 1152.FT 6O FT<H580 F7 GO"MAX: 48"MIN - � ' 30 17T' N/AN/A pI/q H 5 40 FT -A5 AN EXAMPLE,THESE IABLES ARE PERNIISSIBLE TORE USED WITHIN _ _ 60 FT<H 5 200 FT „5 BREVARD COUNTY.CHECK WITH LOCAL AUTI IORM HAVING JURISDICTION ;? FOR THE APPLICA811 ITY OF THIS TABLE WITHIN CERTAIN FI ORIDA COUNTIES, 36 FT' N/A N/A 1 N/A AT GRADE )- _ 60 FT<Ii 5200 FT a ,..,...-......-...,..-. ......,,.�..�_ -- �.u.-.x�Ra,A..�,>.�.a,r-.:�...»..._mss.,..._,..-,..•.�..- ----- - - ..�,z,.,�.-z..<.�....-.......,_..e..e_..--..�e..�...,.,��_..® t Miami Shores Village J�K I�r�D Department 8 2015Building 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201,1 BUILDING Master Permit No. de � - PERMIT APPLICATION sub Permit No. ❑BUILDING ❑ELECTRIC ❑ ROOFING ❑ REVISION ❑EXTENSION (]RENEWAL ��'rSlJhl 7-�)'F CANCELLATION (] SHOP BING MECHANICAL PUBLICWORK5 ❑ ]PLUM ❑ DRAWINGS ` CONTRACTOR JOB ADDRESS: City: Miami Shores County:. Miami Dade Zip: Folio/Parcel#• , � r 3 2-os' --0I —1(2-5(D Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: L OWNER:Name(Fee Simple Titleholder): ��Nd f�c �.e' Phone#: � � I Address: City: /V)1 U(d►n old State: l Zip: ,��/ Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: �1 S (G''� [ �' e s—�Tfv�. Phone#: �1� Address; 01 c City: &nl State: Zip: 3 D O2 y Qualifier Name: l ILA S M e'o 1Phone#: State Certification or Registration#: t'�l L'?0 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State Zip: Value of Work for this Permit:$ ��� Square/Linear Footage of Work: Type of Work: ❑ Additions `❑ Alteration ❑ New�j 10 Repair/Replace ❑ Demolition Description of Work: Specify color of color tthru tile: Submittal Fee$ �� �,/�/ _Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ vw DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ _ TOTAL FEE NOW DUE$ ° (Revised02/24/2014) (sq t Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: Asa con ' ion to the issuance of a building permit with an estimated value exceeding$2500,the applicant must promise in good faith that of the notice of commencement and construction lien law brochure will be delivered to the person whose property is sub' to t ment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for thefirst I rs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will n o and a reinspection fee will be charged. Signatu a Signature OWNER or AGENT CTOR The /jforegoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of r �C 20 r byday of 20 15 by ,_ ( ./ �I �$ who is personally known to �y{ [��.� who is personally known to mor who has produced as we,or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: � 4 IL Sign: Sign: e)wm.4 Print: i P :J �( M e &sz Seal: Seal: ' : SELIMA L«I 0;i SIM-M,a l'r SELMA LUDLOW SIMMONS MY COMMISSION N EEIS2221 IWWExpMES:Jude 16.2016 APPROVED BY7e` ans Examiner Zoning Structural Review Clerk (Revised02/24/2014) y1:►,o .s Miami Shores Village Building Department ..,. ,� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 j Tel:(305)795.2204 Fax:(305)756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: MC This form must accompany ALL air conditioning replacement permit applications. Each unit change-out must be on its own data sheet. Multiple units on single sheets are not acceptable. Job Address(where the work is being done): f� City: Miami Shores Village County: Miami Dade Zip Code:_Q f ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS AHRI DATA SHEET REQUIRED Change disconnecting means:YES❑ NOXARHI Sheet Attached:YE NO❑ Contract Attached:YES UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER AHU or PKG.UNIT MODEL# COND.UNIT MODEL# KW HEAT NOM TONS AH U'ZA PKG 1)M.C.A AH C PKG AH UEW CU 14 10 PKG 2)M.O.P AH CU qDKG AHLtECIC CU KG 3)VOLTS AHU U ZWKG PKG UNIT / / PKG UNIT EER/SEER YES NO REPLACING DUCTS Y NO YES NO REPLACING THERMOSTAT YE NO YES NO NEW 4"CONCRETE SLAB ES; N YES NO NEW ROOF STAND ES NO YES NO NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity(Wire Size): 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 3. Voltage of Circuit(208/240/480): 2�f-o 4. Size Disconnecting Means: mrk Contractor's Company Name: `tet c` Phone: C��- 3L®��� State Certificate or Registration No. Certificate of Competency No. Signature Date: 4I (Revised02/24/2014) Invoice 1802 All Star AC And Refrigeration inc http://www.aynax.com/printlnvoice.php All Star AC And Refrigeration inc 9440 nw 10 st ... Pembroke Pines, 17133024 786-357-6898 AIC & REFRIGERATION INC Allstar.acll@yahoo.com Sales-Service• Installation Licensed and Insured cAc istem R Savits Enterprise II INVOICE 1098 ne 98th st Miami Shores, FI Invoice # 1802 Invoice Date 12/09/2015 Due Date 01/10/2016 Item Description Unit Price Quantity Amount Product 4 ton 16 seer Bryant Condenser 0.00 1.00 0.00 Product 4 ton high efficiency Bryant air handler 0.00 1.00 0.00 Product 8 kw electric heater 0.00 1.00 0.00 Product Auxiliary drain pan 0.00 1.00 0.00 Product Air handler stand 0.00 1.00 0.00 Product Safety flow switch 0.00 1.00 0.00 Product Digital thermostat 0.00 1.00 0.00 Product Pre-fabricated concrete condenser pad 0.00 1.00 0.00 Product Hurricane tie downs 0.00 4.00 0.00 Product Vibration pads 0.00 4.00 0.00 Product 3/8" copper 0.00 25.00 0.00 Product 7/8" insulated copper 0.00 25.00 0.00 Hours Labor 0.00 24.00 0.00 Fpi rebate -150.00 1.00 -150.00 Total cost 3600.00 1.00 3,600.00 NOTES: Will install a 4 ton 16 seer Bryant split system. Split system will include heater , thermostat, air handler stand, condenser pad, safety switches and hurricane tie downs. Equipment has a ten year parts warranty thru manufacturer and a one year labor warranty thru All Star A/C And Refrigeration Inc. Permit cost is not included. 1 of 2 12/10/2015 7:10 AM Invoice 1802 All Star AC And Refrigeration inc http://www.aynax.com/printlnvoice.php Subtotal 3,450.00 Total 3,450.00 Amount Paid 0.00 Balance Due $3,450.00 2 of 2 12/10/2015 7:10 AM PwoSTATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 MORALES, LUIS MIGUEL ALL STAR A/C& REFRIGERATION, INC 9440 NW 10TH STREET PEMBROKE PINES FL 33024 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range ; STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque restaurants, DEPARTMENT OF BUSINESS AND and they keep Florida's economy strong. PROFESSIONAL REGULATION Every day we work to improve the way we do business in order to CAC 1816904 =ISSUED: 08/21/2014 serve you better. For information about our services,please log onto www.myfl6ridalicense.com. There you can find more information CERTIFIED AIR COND CONTR about our divisions and the regulations that impact you,subscribe MORALES,LU1S-,MI6[1EL to department newsletters and learn more about the Department's ALL STAR A/C&REFRIGERATIQN, INC initiatives. Our mission at the Department is:License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, IS CERTIFIED under the provisions of Ch.489 FS. and congratulations on your new license! Explrat date:AUG 31,sols 1-14=10W1182 DETACH HERE BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895—954-831-4000 VALID OCTOBER 1,2015 THROUGH SEPTEMBER 30,2016 DBA: Receipt#:HEB3-246913 .AT NG/AIRCONDITION CONTRAC Business Name:ALL STAR AC & REFRIGERATION INC Business Type: Owner Name:LUIS MIGUEL MORALES Business Opened:02/17/2012 Business Location:9440 NW 10 ST State/County/Cert/Reg:CAC1816904 PEMBROKE PINES Exemption Code: Business Phone: Rooms Seats Employees Machines Professionals 1 For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid ---- - -2?.Oe - - e.-0e - --- g.e -----so - - -- a THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non-regulatory in nature.You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements.This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location.This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: LUIS MIGUEL MORALES Receipt #WWW-14-00129082 9440 NW 10 ST Paid 09/13/2015 27.00 PEMBROKE PINES, FL 33024 AC"RnY DATE(MM/DD/YYY`/) CERTIFICATE OF LIABILITY INSURANCE 12/17/15 THIS.CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: MARTA ALONSO Florida Bankers Insurance PHONnEErfi: (305)266-6493 FAX No): (305)262-0679 M.7278 SW 8 Street E-MAILADDREmarta@fioridabankersinsurance.com Miami,FL 33144 INSURERS AFFORDING COVERAGE NAIC# Phone (305)266-6493 Fax (305)262-0679 INSURERA: FEDERATED NATIONAL INSURANCE CO. INSURED INSURER B All Star A/C& Refrigeration Inc INSURER C: 9440 NW 10 St INSURER D: PEMBROKE PINES,FL 33024- INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE ADD UBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000.00 A AGE TO © COMMERCIAL GENERAL LIABILITY PR M SES(EaENTED occurrenca) $ 100,000.00 F-] F-] CLAIMS-MADE © OCCUR GL-0504013660-00 MED EXP(Any one person $ 5,000.00 A F-1N N 08/07/2015 08/07(2016 PERSONAL&ADV INJURY $ 1,000,000.00 ❑ GENERAL AGGREGATE $ 1,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 1,000,000.00 POLICY ❑ PRO- JECT ❑ LOC $ AUTOMOBILE LIABILITY OMBINED SINGLE LIMIT Ea accident ❑ ANY AUTO BODILY INJURY(Per person) $ ALL OW NED SCHEDULED❑ AUTOS AUTOS BODILY INJURY(Per accident) $❑ HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ ❑ ❑ AUTOS Par accident ❑ ❑ $ ❑ UMBRELLA LIAB ❑OCCUR EACH OCCURRENCE $ ❑ EXCESS LIAR ❑CLAIMS-MADE AGGREGATE $ ❑ DED ❑ RETENTION$ $ WORKERS COMPENSATIONElW C STATU- ❑OTH- AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) F-1 E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ _FF DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space Is required) CAC1816904 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES VILLAGE BLDG DEPT THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 10050 NE 2nd AVE ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHORES,FL 33138 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05)OF The ACORD name and logo are registered marks of ACORD ,eco" CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYY1� 12/17/2015 THIS,CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the pollcy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTAC NAME: Automatic Data Processing Insurance Agency,Inc. PHC No Ext: A C No: 1 Adp Boulevard E-MAADDRESS: Roseland,NJ 07068 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A: RetallFirst Insurance Company 10700 INSURED INSURER B ALL STAR AC&REFRIGERATION IN 9440 NW 10th INSURER C Hollywood,FL 33024 INSURER D: INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: 425928 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCEADDLSUBR POLICY EFF POLICY EXP LTR IND WVD POLICY NUMBER MM/DD M/DD LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE FIOCCUR PREMISES Ea occurrence $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ )ECT POLICY❑PRO ❑LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident L $ UMBRELLA LIAR E]OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I RETENTION$ $ WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITY STATUTE I ER ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $ 100,000 A OFFICER/MEMBEREXCLUDED? YY N/A N 0520-50921 06/08/2015 06/08/2016 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached M more space Is required) Contractor License:CAC 1816904 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village Hall ACCORDANCE WITH THE POLICY PROVISIONS. 10050 No 2nd Avenue Miami,FL 33138 AUTHORIZED REPRESENTATIVE A©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD Miami Shores Village �eTY#e ` ) (^"Ri ) t 10050 N.E.2nd Avenue NE & Wttr Cl�ifi at p •• """' Miami Shores,FL 33138-0000 •`� �� Phone: (305)7952204 Permit Status AP����� M; �LOR1D� Ex iration: 07102f2016 �u pelta 4i p Project Address Parcel Number Applicant 1098 NE 98 Street 1132050180350 RAUL&MADELINE CORBO Miami Shores, FL 33138-2606 Block: Lot: Owner Information Address Phone Cell RAUL&MADELINE CORBO 1098 NE 98 Street MIAMI SHORES FL 33138-2506 Contractor(s) Phone Cell Phone Valuation: $ 3,600.00 ALL STAR A/C&REFRIGERATION INI (786)357-6898 Total Sq Feet: 00 Tons:4 Available Inspections: Additional Info:EXACT CHANGE OUT 4 TON UNIT Inspection Type: Classification:Residential Final Approved:In Review Review Mechanical Comments: Date Approved::In Revlewl Date Denied: Type of Work: Scanning:3 /� l'^ Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $2.40 Invoice# MC-12-15-58099 DBPR Fee $2.00 01/04/2016 Check* 1389 $95.40 $50.00 DCA Fee $2.00 Education Surcharge $0.80 12/18/2015 Check#: 1379 $50.00 $0.00 Permit Fee $126.00 Scanning Fee $9.00 Technology Fee $3.20 Total: $145.40 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all ic�a i I be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named contractor to do ork stated. January 04, 2016 Authorized Signature:Owner / Applicant / rector Agent Date Building Department Copy January 04,2016 1