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MC-14-1461 1 r iami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC20f� B WING Master Permit No. 32 .1* 1ff3 PERMIT APPLICATION Sub Permit No.,�(=` q- `T ❑BUILDING ❑ ELECTRIC ❑ ROOFING FE-1 REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING 0 MECHANICAL [:]PUBLICWORKS [] CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 8900 Biscayne Blvd City: Miami Shores County Miami Dade Zip Folio/Parcel#: 11-3206-011-0160 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder). John Mllitana Phone#: Address: 8801 Biscayne Blvd City. Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: Koning Restaurants International Phone#: 33138 Email: etunis@aol.com CONTRACTOR:Company Name: �f I (fr/C� �Co � ' Phone#:3Q'15 -�p�-1 )GgCr Address: Iq aue City: a�1 CA M 1 _State' ,J Zip: Qualifier Name:_do U` Phone#: State Certification or Registration#:r���_I Q;q 71 Certificate of Competency#: DESIGNER:Architect/Engineer: Felix Pardo Phone#: 305-445-4555 Address: 255 University Drive City. Coral Gables state: FL Zip: 33134 Value of Work for this Permit:$ �,V[/y Square/linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee$ Permit Fee$ I CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews S Bond S/� 33 i Bonding Company's Name(if applicable) N/A Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) N/A 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 subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which o rs ven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approv and a inspectionfee . e charged. Signature SignaCre \- O ER ,AGENT CONTRACTOR The foregoing in was acknowledged before me this The foregoing instrument was acknowledged before me this _day of L -/ 20 %4 by y day of 20 �� by MI LI who is personally known to POU' n �s isper54�a11y know— nn fo me or who has produced as me or who has produced as identification an who did take an oath, identification and who did take an oath. NOTARY PUB C- NOTARY PUBLIC: Sign: Sign: Print: �'' Print: °U4 BECCAfdARCU .. Seal _ _ _ Seal: * * MY COMMISSION# 25 RUTH A.BYDASN EXPIRES:April 3,2018 •••��~�~�'�F�'yi. Bonded iP ,M s Nobly Public-State of Florida *; „fit* *1"1*q;ar 27 2018 .� COmmiffbn M Fi Jfg, *s ***ss***s*s*ss* s*****s *******s********ss******s**s****ss**s***rss �'a s. ��Though Ntliornl Notary Assn. aan. a�J lans tXa r Zoning Structural Review Clerk Local Business Tax Receipt %' a-r -Ja"ce County, State of Florida z 4LBT1.1, 3. 3si.S^NE6S N.t 1 ErL OCAT}t?N RECEIPT No. EXPIRESRENEWAL '=;K 5805398 ;,SEPTEMBER 30, 2015, M ; , s.ne displayed at place of business Pursuant to County Code Chapter SA-Art.9&10 ¢, Ow t" SECISUStNEBS.'. _.. 1� BU4LDlNGCONTRACTOR PAYMENTRECEIVE» } r ~ 111 - BY TAX COLLECTOR $75.00 07/18/2014 t� CHECK21-14--027174 6+a�esBit�aewA at Of S t&W Sasiness Tax The Receipt is not a Beaus", r i�� Ecat if ttr 4 do tasiass. I amass to t1ro e �/tY wridi arty govartpNnW ��� ., ia1 ntuetSlM'�M4w{-WiiCbde Sec 1a-216. t00/C00ln HDH,L QOOH 'IVSHRAINa 260LLR920C XVd Z2:5T 9TOZ/8T/CO DATE{MMfDD/YYYy) CERTIFICATE OF LIABILITY INSURANCE } _ 09_/29114 73iIS CS"WWATE IS ISSUED AS A MATTER OF MIFORMATION ONLY AND CONFERS NO RIGH_ _TS UPON THE CERTIFICATE HOLDER.THIS { CIEM o WATE DOES NOT AFFRMATNELY OR NEGAMMY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW' TM CERnF'CATE OF 1NSLIPANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHOP=0 AEPIMSEIITATIVE OR PRODUICEK AND THE CCERRTFICATE HOLDER. [CANT: a Ilea ae�lieeee b I s an -_-- -- --------- AL1p(TfONA1 M3lJRFD.the 3M s�careNfteni poicr(tes)must be endorsed. K SUBROGATION 13 WAIVED,subJect to ; y +"Ods"wft�s an eedorsaoen!_ A statement on this certificate does not confer rights to the carericfw holder ie am of sues snooseetreeQs). L`6r(TACT .. . .. _ MAMA: ANGELA DENARY GOME2 t:'KFarlcY GrC+i;C!9C E -- FAA; (305)222-9001 FNCa. 305 322 31MSw 42rc St 0'.E" ttfiel+e..FL 131TS A09wMw;-.... .an"Orrimpaninsm-coin INSUREA(5)AFFOROINGCOVERAGE . � °l t .. a'hane .' ......_..._. stNtseED `• ?�' A: NAUTILUS INSURANCE COMPANY INSURER8: _..............'- ......._...__._._.... (.'- 321 MOOC TICS i'i ._.-.........___ INSURER C: 125421 15W45 INSURER 0: � - 4bwi %. FL ":S °305)687-71099 INSURER E: _..__ _..----.,................ IN3URER F; COVERAGES CERTWICATE NUMBER REVISION NUMBER: - rMA'. T►`E tet£S ar:WSL PAPOCE 1­I51E0 BELOW HAVE BEEN ISSUED TO T INSURED NAMED ABOVE FOR THE POLICY PERIOD AKv RECI.AREAENT.TERN OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH.MS R'.IF'A"ik"?t>Kl fA `CR AIRY PrtR AYt.THE"tSURAMM AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TEN", fXCl+SdcS AJO tC%0ffIONe5 OF StrCsr pot)CES t1YTS SHMM WAY HAVE BEEN REDUCED BY PAID CLAIMS. '*s[csslss►AArce ADOL2tMI /oiler>EFt PoucYtcliP san wYD P01-11"NwteeR _.__.... iltelElsAL tF+aam (MYm-(MMIDDA'YYY) LIMITS ` � ` �-v EACH OCCURRENCE �S_1;_000�A00;QQ Ve DAMAGE TO RENTER 100,41M.00 ? _ PREMISES(Ea.pogmpl� j ; A JXUPN{ MED EXP 0923!2014 09/23/2015 PERSONA.d ADV INJURY._:_ ...._314IN GENERAL AGGREGATE . . - S 3,ODO.13Q0,D0 � �.rA OP"— Aff'yE,f Pfo PRODUCTS-COMPIOP AGO( f 1 M0 0W .00 _.._ AIJ'TOtr°De�.�E ttellr:lTf COMBINED SINGLE LIMR t (En accwWA) $ ♦ �" BODILY INJURY(Per person); S ' - Ai,h O BODILY INJURY(Par*WIED0 c4 S .ri4E}A."C3 Aures PROPERTY DAMAGE _.. (Par+oc+aerx�_ tlitleeBLA11A� _ s. .. _....-........... ., OCCUR EACH OCCURRENCE ......-__ f. CchfeSAtN�E elmzm LAN AGGREGATE 1.f ...__......... x.: �-E.NTrhS $ tMOriOtEl6 ODIerEA'SA710riI _. --t---......_..... ..; V-C STATU- OTH 2ND"ALOVEPIT L&KKFTY Y.A TORY.LIMITS . A\Y�'4ETOR�AR'r�ERSSE:.t--yE � OfrICERi11Ht7IER£]ICLtDED^ h.A EL EACH ACCIDENT j-'f...__.,..__ _....__.__.., (K"e+NN7inmr) EL DISEASE-EAEMPLOYE '3 s� �ss �eryela v� L>ESCRJPTM OF CPERATIOW,1eIDr E.L DISEASE-POLICY LIMIT' S OESC'Wn'O%OF OPERATKM I LOCATXM J VEHKX�(Anech AC�ORC SOI.AdtNo"RanlrYs k tnoea ...... . .. ........._.... _ . •Pace M requited) ... .... CONTRACTORS LICENSE 8 CSC 1110278 i.. _ K CERTIFICATE HOLD( _._..... CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED; F4)RS Miami Shoms Village Hall THE EXPIRATION DATE THEREOF.NOTICE VVILL BE DELIVEM0,11N 10050 HE 2nd Ave ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores.FL 33138 AUTHORIZED REPRESENTATIVE ®1888-2010 ACORD CO RATION All 0Malt , ACORD 251201S)OF The ACORD flame and logo are registel,0d ttlall'ICS#? V00/TOO[E HOR,L UOOH 'THSHRAINa 960LL9990C YVA T5:5T 2TOZ/8T/CO ' AC -I CERTIFICATE 4F LIABILITY INSURANCE DATEIMMlDDrYYYY) 1/6!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 TI25 CERTIFICATE Of INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRIESENTATWE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT= If V1 cutlricab Noider is an ADDITIONAL INSURED,the Policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to t8e"nna and cOhMm s oft?*polity.Certain policies may require an endorsement A statement on this certificate does not confer rights to the arr0, - holder in Leu of such endorsarrNer+gs►- a1p01'rm PraZOrn i-ic Mar, meat_ LLC CONTACT '23 Vies!Boom le Ave- #300NHONE Bad FL 335' , (AC. FAX No): None ADDRESS: _ INSURER(S) AFFORDING COVERAGE NAIC A INSURER A: AmTrust/Technolo Insurance Company 42376 r (>-00ram P*414. LIC NSURERe: au S Pewv Arer�.e INSUPMR C: }[' TLAsa®iK 74132 NSIJRBR 0: E NSURI R E: —. NSUREtF: _ GES CERTIFICATE NUMBER: 2296,5003 REVISION NUMBER: $ - -=3_r�_ �•a_ ES Cc `.S_4='%-= -.S'£C BEUO`N HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD 1'� ''�- '''' t''-''•'� j''' R=4N=ti- -=Rr•► CR C40—10N OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS -Z,.1,C_ A-rCRDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, _�h: +!.�_;`:_ _ ___ =c :,r-c •,ti:4v"AVEBEEN REDUCED BY PAID CLAIMS- _ - y _--� _ P`OLII-Y YUM9ERMM ICY YYYW M�M7uDD EXP -- LIMITS - � ~ EACH OCCURRENCE I S :CZ.-0 _.--.. ....-..-. -MEMISES(Ea orturren S ._ MED EXP(Anyone person) S PERSONAL d ADV INJURY S as ?:A''f,V, GENERAL AGGREGATE S z` PRODUCTS-COMP/OP AGG S S BINED 8INGLELIMI I S a aWdent) BODILY INJURY(Per person) S --- BODILY INJURY(Per accident) S PERTY - IPer accident) $ A LAB ' F EACH OCCURRENCE $ Excess AGGREGATE $ A w01�llSCCIIrtIQA 1pN i':"+03458026 1/1/2015 1/1/2016 I DTH- AND awto wr LAM,, Y_, PER tTE +�•arms E a+,¢tiE?c.= R:A E.L.EACH ACCIDENT S 1,000,000 1'`reT w Req -pe;r�- E.L.DISEASE-EAEMPLOYEE S 1,000,000 ?'i7. qa-r <mac.,• ', E.LDISEASE-POLICY LIMIT $ 1,000,000 .1:3G 1 MN 0F0P MTMN5 r L0cA?XM r VE1eCLES (ACORD f Q1,AddRiorul Remarks Schedule,maybe aeaet M more space is required) /JGbt P�O�/Job: - PE0 Cherd Name: Lh ersal Hood Tech.Inc PEO Client ION: 102 Location 13700 NW 19 Ave lfa7 Ops LOCa,FL 33054 1Nbrkeft Compersabon coverage is provided for only those employees leased to,but not subcontractors of Universal Hood Tech,Inc. CERTIFICATE HOLDER CANCELLATION Miami Shores Village Hae SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE.CANCELLED BEFORE 10050 NE 2nd Ave THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores FL 33138 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHOWIED REPRESENTATIVE David E.Carothers .t�- -�- 9)1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD n0-: 22 03 MIBirl` B: P Chrieta x 11 2/6/2025,12:Sfl;29 pM 1 CS7J page 1 Ce 1 s cert E�fcate Cance s an superse 'es`yAIL previouslly .aue ce to ffCe tea. 100/Z00lin HOHZ (100H •IVSHHAINfl 960LLS990C %V3 TS:ST 2TOZ/9T/£0 t Miami Shores Village ' ~ T -;N -DC� orD BuildingDepartment 41 , 1160 ���� a �' ` ( p V� 1 l(T 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 20 L 3 BUILDING Master Permit No.CcIL''+ ""' PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 8900 Biscayne Blvd City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-3206-011-0160 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): ,JOHN MILITANA Phone#: Address: 8801 BISCAYNE BLVD City: MIAMI SHORES State:4 FL Zip: 33138 Tenant/Lessee Name: KONING RESTAURANTS INTERNATIONAL phone#:305-430-1200 Email: etunis@aol.com CONTRACTOR:Company Name: DAVID LANDY CONSTRUCTION Phone#: 305-662-3888 Address: 7215 SW 48th ST City: MIAMI State: FL Zip: 33155 Qualifier Name: DAVID LANDY Phone#: 305-662-3888 State Certification or Registration#: CGC047202 Certificate of Competency#: DESIGNER:Architect/Engineer: FELIX PARDO Phone#: 305-445-4555 Address: 255 UNIVERSITY DRIVE City: CORAL GABLES state: FL Zip: 33134 Value of Work for this Permit:$__fl' Od°)r O` Square/Linear Footage of Work: 1? `' Type of Work: ❑ Addition ❑E Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of work: UPDATE KITCHEN EQUIPMENT OF EXISTING PIZZA HUT RESTAURANTS. Specify color of color thru We: ,,( Submittal Fee$ Permit Fee$ LC.{`yrl � �'00 CCF$ � CO/CC$ tiL.7 Scanning Fee$ '� �� Radon Fee$3'60 DBPR$ 3 �� Notary$ Technology Fee$ (2p Training/Education Fee$ Double Fee$ Structural Reviews$ 4(3 ,00 Bond$ TOTAL FEE NOW DUE$ r2fo'"l (Revised 02/24/2014) Bonding Company's Name(if applicable) N/A Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) N/A 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not b o ed and a reinspection fee will be charged. Signature Signature OXER or AGENT CNT ACTOR Theagoing instrume�as acknowledged before me this The foregoing instrument was acknowledged before me this 7iG day of 20 , b �� (^ y day of U i•/IL ,20�,by `os o is personal! knJ Lan1 who is personally known to or who has produced as pq or who has produc as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: J Sign: / -y+�0 Sign: Print: ` Print: Notary Public State of Florida �#V N Notary Public State of Florida Seal: EINot C Tunis Seal: . Elliot C Tunis Mr Commission EE 174219 q w� Expires 02I28I2016 Ex Commission EE 174219 �p w� Expires 02128/2016 APPROVED BY VJ /4*ans Examiner Zoning AV, u ' Structural Review Clerk (Revised 02/24/2014) AC# 6.223973 .... , ... . STATE OF_FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD LICENSE NBR SEWL12072401097 107/24/2012112801,5464 CGC047202 The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2014 ' DAVID ALAN DAVIDIA LANDY CONSTRUCTION COMPANY INC 7215 SW 48TH STREET MIAMI FL 33155 RICK SCOTT GOVERNOR REN LAWSON DISPLAY A$_REQUIRED BY LAW SECRETARY 002812 Local Business Tax Receipt Miami—Dade County, State of Florida —THIS IS NOT A BILL—DO NOT PAY 3139862 EL BIT BUSINESS NAME/LOCATION RECEIPT NO. DAVID A LANDY CONSTRUCTION CO INC RENEWAL EXPIRES 7215 SW 48 ST 3278207 SEPTEMBER 30, 2014 MIAMI FL 33155 Must be displayed at place of business Pursuant to County Code Chapter 8A—Art.9&10 OWNER SEC-.i IPE OF BUSINESS DAVID A LANDY CONSTRUCTION CO 19 6 f'E111ERAL BUILDING CONTRACTOR PAYMENT RECEIVED INC CGC0!7202 BY TAX COLLECTOR Worker(s) 1 $75.00 07/17/2013 CREDITCARD-13-003174 This local Business Tax Receipt only confirms palanent of the Local Business Tau.The Receipt is not a license, permit or a certification of the holder's qualifications,to do business.Holder must comply with any govemmema1 or nongovernmental regulatory laws and requirements which apply to the business The RECEIPT N0.above must be displayed on all commercial vehicles—Miami—Dade Code Sec 8e-276. f'*W-re information,visit fvw.miamidad aov xcollector DAVID-1 OP ID:VS CERTIFICATE OF LIABILITY INSURANCE OA06/06/2014Y) 06/06/2014 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(ies) 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 W.F.Roemer Insurance Agency NAME: Jon Remes 3775 NW 124 Avenue HONE CNNo exe:954-332-0188 Fvc N,: 954-731-8438 Coral Springs,FL 33065 E-MAIL Jonathan F.Remes ADDRESS:jremes@roemer-ins.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Vinings Insurance Company 16632 INSURED David A Landy Construction INSURER B:Starr Indemnity 8r Liability Co 38318 Company,Inc. INSURER c:Progressive Insurance Company 7215 SW 48th Street g P Y 24252 Miami, FL 33155 INSURERD: 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 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 INSURANCE L SM POLICY EFF POLICY EXP LTR POLICY NUMBER MM/DD/YYYY MMIDD/YYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 B X COMMERCIAL GENERAL LIABILITY SLPG-GL02029-00 09/18/2013 09/18/2014 PREMISES Ea LN I LU occurrence $ 100,00 CLAIMS-MADE a OCCUR MED EXP(Any one person) $ 5,00 _PERSONAL&ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,00 POLICY X JF,jPRO LOC $ AUTOMOBILE LIABILITYEe COM SINGLE LIMIT $ 500,00 C ANY AUTO 018456081 09/18/2013 09/18/2014 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS X AUTOS BODILY INJURY(Per accident) $ X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE AUTOS (PER ACCIDENT) $ $ UMBRELLA LIAB OCCUR F,(-'H OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGCREGATE $ DED RETENTION$ $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY X TORY LIMITS ER A ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N WCV01316951 08/14/2013 08/14/2014 E.L.EACH ACCIDENT $ q1,000,000OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 1,000,00 If yes,describe under DESCRIPTION OF OPERATIONS below E�.DISEASE-POLICY LIMIT I$ 1,000,00 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space Is required) General Contractor CERTIFICATE HOLDER CANCELLATION MIAMASH SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THLREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. Building Dept 10050 NE 2 Ave AUTHORIZED REPRESENTATIVE Miami Shores, FL 33138 ©1988-2^0100 ACC,_ CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD Sep 08 14 08:54a David Landy Construction 786-513-3100 p.1 DAVI0-1 OP ID:VS ACORO" DATE(MMMIlOrn n CERTIFICATE OF LIABILITY INSURANCE 08/0812014 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 13Y 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 SME; Jonathan F.Remes W.F.Roemer Insurance Agency 3775 NW 124 Avenue PHONE F Coral Springs, N ;954-731-5566 Ne.954-731$438 FL 33065 Jonathan F..RReines ADDRIEaMSS:Jremes roemer4ns.com INSURER(S)AFFORDING COVERAGE '^ NAIC S INSURERA:Vinings Insurance Company 18632 INSURED David A Landy Construction 7215 SW 48th Street INSURER 9: Miami,FL 33155 INSURER C INSURER D: 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 CONTRACT OR OTHER DOCUMENT WITH RESPECT TO IN CH THIS CER"IFICATE 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. IN R Mw LTR TYPE OF INSURANCE POLICY NUMBER NN�O EFF M LI P LIMITS GENERAL LIABILITY EACHOCCURRENCE S COMMERCIAL GENERAL UABILITY PREMISES Me OCc"aloe S CLAIMS-MADE i OCCUR I MED EXP(Anyone person)_ S PERSONAL 5 ADV RVURY S I I I GENL AGGREGATE LIMIT APPLIES AGGREGATE S6 PER; i � - I 1 POLI--YF- PRO- LOC ( PRODUCTS_COMP/OP AGG S JECT F-1AUTOMOBILE LU1BILnY - - $ COi1BINED SINGL LIMIT I ANY AUTO Ea aoddert S ALL OWNEDSCHEDULED BODILY INJURY(Perperson) S AUTOS AUTOS DODILY INJURY(Per aocWent) S !�- HIREDAUTOS NON-0WNE❑ —. AUTOS rPERPE DAMAGE S UMBRELLA LtAB ' OCCUR EXCESS LIAR EACH OCCURRENCE $ CLAIMSR7ADE i AGGREGATE g DED RETENTION S WORKERS CowENSATKw S AND EMPLOYERS LIABILITY WC STATU• TH- A ANY pROPR1ET'ORJPARTtERfE%ECUTiVT�� WCV013169502 OFFICERJMEMBER EXCLUDED? D8l14/2D14 08►14J2015 EL EACH ACCIDENT S 1.000,00ryIn NH) E.L DISEASE-EA EMPLOYE $ t,000,DDIDtSCRIPTn)N DFOPERATIONSblE.L.DISEASE_POLICY LIMIT $ 1,800,00 DESCRIPTION OF OpERATIONS I LOCATIONS/VEHICLES(Attach ACORD 10?.Addhlonal Re,WA Schedule.U awre spam is General Contractor 1°4"I"°dl CERTIFICATE HOLDER CANCELLATION MIAMASH SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. Building Dept 10050 NE 2 Ave AUTHORIZED REPRESBITATNe Miami Shores, FL 33138 cj .A. ©1988-2010 ACORD CORPORATION. All rights reserved. 0I_nRrl 7!G l7ninfll5I Tha 6rnRn name anel Innn am wAnbO rarl"�Ara of drnpn Aug 28 1411:19a David Landy Construction 786-513-3100 p.1 DETACH HERE RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION - CONSTRUCTION INDUSTRY LICENSING BOARD �.-THE E POCG�CO47202 _ z The GENERAL CONTRACTOR Named befow IS CERTIFIED Under the provisions of Chapter 489 FS. �' -� Expiration date: AUG 31,2016 t.ANDY, DAVID ALAN o� �a DAVID A LANDY CONSTRUCTION COMPANY INC 7215 SW 48TH STREET MIAMI FL 33155 ISSUED: 08/18/2014 DISPLAYAS REQUIRED BY LAW SEnu L1408180001542 1 4 I_V M IAM 1•DADE 14IIAKII-DADS COUNTY PRODUCT CONTROL SECTION 11805 SSV 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ww%r.;iamidaole.e00y7Wonomv �•• H•••• •• • ••.• 6 Loren Cook Company ••• •• •• . 0000; 2015 E.Dale Street •••••• 0000 0000.. Springfield,MO 65803 0 ; • 0000 .. .• 0000. SCOPE: .••••• • • This NOA is being issued under the applicable rules and regulations governing the 4wtp 'ConsMrgtip - materials.The documentation submitted has been reviewed and accepted by Miamirlaade.County RF.R- •• Product Control Section to be used in Miami Dade County and other areas where AloNed by the Autjiority ••••:• Having Jurisdiction(AHJ). 0•*6 6 This NOA shall not be valid after the expiration date stated below.The Miami-DadEOCoanty Prodoo-Contror Section (In Miami Dade County)and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted marmer, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Models ACRU/VCR/ACSC Aluminum Rooftop Fans APPROVAL DOCUMENT: Drawing No.SD080717-12,titled"ACRU/VCR/ACSC Power Ventilator Hurricane Rated",sheets 1 fl 0 10,dated 09/19/2013,prepared by Loren Cook Company,signed and sealed by Bradley F. Ski or , , e Miami-Dade County Product Control renewal stamp with the Notice of Acceptan n b n pin to by the Miami-Dade County Product Control Section. MISSILE IMPACT g d S I Missile Impact Resistant LABELING:Each unit ll b a a with the manufacturer's name or logo,city,state, model/series,and follow e County Product Control Approved",unless6QUvrwise noted herein. •••. 0000.. RENEWAL of this NOA shall be coni ered a a renewal application has been filed anWtheit has been 48:hange •• in the applicable building code negatively affecting the performance of this product. •'6:00 0000.. TERMINATION of this NOA will occur after the expiration date or if there has been a reYiSjpn or ch$gge ip the ;•••• materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endwsgw8nt of any JVQduct,for 6••• sales,advertising or any other purposes shall automatically terminate this NOA.Failure to coltlp6 with apysection of •;. • this NOA shall be cause for termination and removal of NOA. ' .. .. .. 0000.. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,FIV*,and followed by the • expiration date may be displayed in advertising literature. If any portion of the NOA is displaydtl,theoL§44Lbe dome•••• . • in its entirety. . - 0 :0 006: INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and 00 shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA#12-0529.25 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No.13-0708.13 MIAMI•DADE COUNTY Expiration Date:November 13,2018 Approval Date: October 24,2013 Page 1 t Loren Cook Comnany NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT'T'ED 0000 0.696. 6 . DRAWINGS •'• •9 9 0 " 1. 0 :ebrawing No.SD 080717-12 titled"ACRUNCR/ACSC Power Ventilator Hurricane Rated" �.... •• 0sheets 1 through 10 of 10,dated 09/19/2013,prepared by Loren Cook Company,signed and • 0 •• 0 Ov?tled by Bradley F. Skidmore,P.E. • 0000 - 969669 0000. 7i..• TEQ'Submitted under NOA #08-0424.03" • 1. ;•;T*t reports on 1)Uniform.Static Air Pressure Test,Loading per FBC TAS 202-94 • •••• ;.•0; 2)Large Missile Impact Test per FBC,TAS 201-94 :0009: 0 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 • 0 6 along with marked-up drawings and installation diagram of Series/Models 300 ACRUNCR, metal roof vent,prepared by Architectural Testing,Inc.,Test Report No. 79142.01-801-18, dated 03/03/2008,signed and sealed by Jeffrey T.Kaminski,P.E. C. CALCULATIONS "Submitted under NOA#12-OS29.25" 1. Wind Loads and anchor calculations,prepared by Loren Cook Company,dated 05/01/2012, signed and sealed by Bradley F.Skidmore,P.E. "Submitted under NOA#08-0424.03" 2. Wind Load and Anchor verification calculations,prepared by Tom Barrow Co.,complying with FBC-2004,dated 07/15/2008,signed and sealed by John D.WinsloRv,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Test report on 150 mph Wind Tunnel Test of a Modal 180 ACRUB Aluntinum Roof Fan, prepared by Walter H.Beech Memorial Wind Tunnel,dated 05/02/2007,signed and sealed by 0••••0 John D.Winslow,P.E. 0000.. 6690 9 0 0 0 0.. I: ..•STATYMVI NTS 1. 0•&gtpment letter of code conformance to 2010 FBC issued by Loren Cook;Company,dated 0 00 0 06127/2013,signed and sealed by Bradley F.Skidmore,P.E. 9 9 0000. .. 0000 •0•;0• 0 0 002. 0.I,"Financial interest letter issued by Loren Cook Company,dated 09/05/21012,signed and .. '0 ruled by Bradley F. Skidmore,P.E. "Submitted under NOA#12-0529.2.5" 0000.. "Sribnritted under NOA#08-0424.03" 3. .Laboratory compliance letter issued by Architectural Testing,Inc.,for Test Report No. ' 9142.01-801-18,dated 03/04/2008,signed and sealed by Jeffrey T.Kamins ',P.E. 0000 Mer a tr ,P.E. Prodrnet Control Examiner NOA No.13-0708.13 Expiration Date:November 13,2018 Approval Date:October 24,2013 E-1 TOPCAP LID Size Type A B c o s (SHEET 3) Sq. ONE PIECE TOPCAP 70 DIRECT 10-3/4 17-1/8 13-3/8 2 18 TOPCAP CYLINDER B (SHEET 6) 70 TALL DIRECT 10-3/4 17-1/8 14-3/8 2 18 (SHEET 5) 90 DIRECT 13-1/4 21-1/8 16-3/8 2 18 90 TALL DIRECT 13-1/4 21-1/8 17-3/8 2 18 ° 100 DIRECT 13-1/4 21-1/8 16-3/8 2 18 WINDBAND 100 TALL DIRECT 13-1/4 21-1/8 17-3/8 2 18 (SHEET 4)---- 60-100 BELT 12-1/2 23-9/16 21-1/8 2 18 120 BELT/DIRECT 19-1/16 28-7/16 26-7/8 2 20 C 135_ BELT/DIRECT 19-1/16 28-7/16 27-1/4— 2 20 A 150 BELT/DIRECT 20-15/16 32-7/8 30-1/4 2 24 BAFFLE HP BELT/DIRECT 20-15/16 32-7/8 27-1/2 2 24 (SHEET 7) 165 BELT/DIRECT 20-15/16 32-7/8 30-3/4 2 24 HP BELT/DIRECT 20-15/16 32-7/8 27-3/4 2 24 XP BELT/DIRECT 20-15/16 32-7/8 26-11/16 2,24 LOWER POST 180 BELT/DIRECT 24-13/16 37-11/16 35-7/8 3130 (SHEE7=) T 8) HP BELT/DIRECT 24-13/16 37-11/16 33-3/8 3130 1— --.T Sq XP BELT/DIRECT 24-13/16 37-11/16 31-9/16 3 30 BASE 195 BELT 24-13/16 37-11/16 36-3/8 3 30 (SHEET 9 & 10) HP BELT/DIRECT 24-13/16 37-11/16 33-1/2 3 30 XP BELT/DIRECT 24-13/16 37-11/16 32-1/8 3 30 210 BELT 25-15/16 43-5/8 38-3/8 3 30 HP BELT 25-15/16 43-5/8 35-3/8 3 30 DESIGN PRESSURE: +53.0 PSF / —112.0 PSF XP BELT 25-15/16 43-5/8_ 32-3/4 3 30 IMPACT RATING: LARGE MISSLE IMPACT RESISTANT 225 BELT 25-15/16 43-5/8 38-1/8 3 30 DESIGN TESTING AND INSTALLATION CONFORMS TO FLORIDA BUILDING CODE HP BELT 25-15/16 43-5/8 35-1/2 3 30 XP BELT 25-15/16 43-5/8 33-5/16 3 30 ALL DIMENSIONS IN INCHES 245 BELT 28-1/2 47-5/8 41-1/16 3 30 HP BELT 28•i/a••4i—S/8 0 3t 16 8 30 `111111111���� •. ••• • • • . • .. XP BELT 28-1/2 •47-5/8 •3t-1 19 3 30 \��� �`( �F; /(/���i�� • i '•: 270 - BELT 2 —t/ •47— /� •41•-1 1 36 �� f '� • • • • ' •• MAi'I• -•• • • • •• HP BELT 28-1/2 47-5/8 37-5/16 3 36 �tiyt"�monpo� ?� % a4411(� o�Q dOO(3f nM COO OO C3 COO SuUft CodeDRAWN BFS 09/19/13 � Y/NGFA—ERS OF UR wmG EWIPU,ENT XP BELT 28-1/2 47-5/8 35 3 36ta, -0 �, =* * *= DESIGNER BFS SHEET 1 OF 10 Q ® "MWM,G,VSSWRI 300 BELT ;33—'Zl 52-5/9 :t9-15116 3�36 �� 10-.?� !4C,, ' STATE OF • r AL DRAW HP BELT • -7 8 52r /S 451 X16 6 M ,� a � • ACRO/VCR/ACSC i� (OR1Dp.••' TOLERAN•ES�NL�SO7HERHIS�NOgD XP BELT 6 I/11/110NALIEN �: '.XX-±.064 FRA eL•;is* .OWER VENTILATOR xxx=1.016• Al'THRU s 1/6 HURRICANE RATED .XXXX-±.0011 >96.TMU 144•-11/4• SIZE 1 DRAWNG NO. REV. BRADLEY F. SKIDMORE P.E. eNcuL- A441SDO80717-12 C FL PE LIC. NO. 7441 ±2' (NJ)-NO PEC-110N RE 'D • •• •• • • • •• •• • •• •• • • • •• •• ••• • 6 • ••• • • ••• • • • ••• • • . •• .. . . . .. .. . .. .. . . . .. .. . . . . . . . . . . . . . . . . . . . . ... . . . . ... . . ... . . . . ... . • NOTES: 0 0 0 00 00• • • • • •• • • 1)ACRU R PO • • • • • • •• • • ••• • • • • • • IVC �IWTILAiDR AS REIERRED O WREIN tFEtl TD AIL LOREN COOK MODEL POWER • • • • • • • VENTILATORS INQ6UDING BW OIRECT•DRIIE Q ELT ORIV��TYPE PMTS WHICH ARE CONSTRUCTED ® WITH THE SAME QUTER H�b61pG COMPOAENTS. THE FULL RANGE OF MODELS WOULD BE: ••• • •• • • ACRUD,ACRUD-HP,ACRUD-XP ACRUB, ACRUB-HP, ACRUB-XP VCRD,VCRD-HP, VCRD-XP •• ••• •• • 4 A URB VCR,VCR-XP,VCR- P •• •• • • • •• �EIG�T� ACSC, ACSC-HP,ACSJ XP • • • • • • • • • • 2)THIS APPROVAL IS FOR•THE STRUETURAJ tAPICITL 0••• • EL • :THS EWERIOR HOUSING ONLY, IT DOES NOT • • • 000 •• INCLUDE ANY INTERIOR MECHANIST$O% T AtgPA8T.• • 2"--4 • • • • • • • 3) THIS PRODUCT HAS NO'&OEEN►IEfTED•FOR WATCR PER IETRITION AICORDING TO FLORIDA BUILDING CODE •• • • TAS 100(A)HIND DRIVEN RAIN TEST. IT CANNOT BE INSTALLED WITHIN THE RIDGE AREA FBC 1523.6.5.2.13 4)UNIT IS TO INCLUDE A CURB CAP BASE TO FACILITATE MOUNTING OF THE UNIT TO A CURB. THE CURB WALL BE ADEQUATELY ATTACHED TO THE BUILDING STRUCTURE TO SUSTAIN ALL FORCES WHICH MAY BE PRODUCED BY THE PRESCRIBED ENVIROMENTAL FORCES EXERTED ON THE FAN AND CURB. THE CURB MUST BE ATTACHED TO A STRUCTURAL MEMBER OF THE BUILDING. ATTACHMENT OF CURB TO ROOF STRUCTURE CONCRETE DECK: CURB IS TO BE ATTACHED WITH WEDGE TYPE CONCRETE ANCHOR - MINIMUM 3/8"DIAMETER CARBON STEEL-HILT]KWIK BOLT 3 OR EQUAL. MINIMUM 2-1/2"OF ENGAGEMENT IN 2000 PSI MINIMUM CONCRETE. INSTALLER TO SEAL INSTALLER TO SEAL INSTALLER TO SEAL MIN MUM DECK THICKNESS IS 4". SEE TABLE FOR MINIMUM QUANTITY OF ANCHORS ROOF AS REQUIRED ROOF i AS REQUIRED ROOF AS REQUIRED REQUIRED PER CURB SIDE. CURB MINIMUM 2-1/2" CURB CURB STEEL ROOF STRUCTURE: CURB IS TO BE ATTACHED WITH SELF-DRILLING STEEL SCREW OF ENGAGEMENT MINIMUM NOMINAL SIZE OF X112. THE SCREW SHALL PASS THROUGH STEEL STRUCTURE AT LEAST 1/2". SEE TABLE FOR MINIMUM QUANTITY MINIMUM 1/2" MINIMUM 3"OF THREADS ENGAGEMENT OF SCREWS REQUIRED PER CURB SIDE. .�I MINIMUM 4" THROUGH WOOD ROOF STRUCTURE: CURB IS TO BE ATTACHED WITH STEEL LAO BOLTS NOMINAL SIZE OF THICKNESS _J MINIMUM 3/4" 5/16"DIAMETER OR LARGER. WOOD IS TO BE 4" NOMINAL SIZE OR GREATER. THE BOLT SHALL HAVE A MINIMUM OF 3" OF THREAD EDGE DISTANCE ENGAGEMENT AND SHALL BE AT LEAST 1-1/2"FROM MATERIAL EDGE. \\ MINIMUM 1-1/2" SEE TABLE FOR MINIMUM QUANTITY OF BOLTS REQUIRED PER CURB MINIMUM 2-7/8" `MINIMUM 1/8" THICK EDGE DISTANCE SIDE. EDGE DISTANCE STEEL STRUCTURE MINIMUM 4" THICK 5) THE CURB SHALL BE CONSTRUCTED OF 6061-T6 ALUMINUM OR G-90 GALVANIZED STEEL OR STAINLESS STEEL. THE CURB MATERIAL THICKNESS SHALL BE 18 GA(.0470")OR GREATER. THE CURB HEIGHT SHALL NOT EXCEED 24". - CONCRETE STEEL OF DECK STRUCROO ODROSTRUCTURE OF 6)THE ACRU/VCR POWER VENTILATOR SHALL BE ATTACHED TO THE CURB WITH ONE OF THE FOLLOYANG A38 STEEL STRUCTURE METHODS INSTALLED ON ALL FOUR SIDES OF THE CURB CAP. THE FASTENERS SHALL BE 2" FROM EACH MINIMUM 250OPS1 CONCRETE MINIMUM F 36KS1 MIN. 4" NOMINAL THICK WOOD CORNER OF THE FAN BASE. THE DISTANCE BETWEEN FASTENERS SHALL BE 5-1/2" OR LESS. THE �"' MIN SG 42 QUANTITY OF FASTENERS INTO EACH CURB SIDED SHALL EQUAL OR EXCEED THE QUANTITY SHOWN IN THE FASTENER TABLE(AT LEFT). FASTENER TABLE A) #12 X 2"HEX WASHER HEAD SELF-DRILUNG SCREW MINIMUM NUMBER OF MINIMUM NUMBER OF 8) ALTERNATE FASTENER- ,25"HEX HEAD BOLT AND WASHER WITH COMPANION NUT INSTALLED ON UNIT FASTENERS PER SIDE TO FASTENERS PER SIDE TO ATTACH THE INTERIOR OF THE CURB. SIZE ATTACH UNIT TO CURB CURB TO ROOF STRUCTURE 7)ALL FASTENERS ARE TO BE HIGH QUALITY CORROSION RESISTANT STEEL OR STAINLESS STEEL. 60 5 5 8)ANY GAP BETWEEN THE CURB AND CURB CAP SHALL BE FILLED BY THE INSTALLING CONTRACTOR WITH A 70 5 5 SUITABLE CORROSION RESISTANT MATERIAL THAT ALLOWS THE FASTENERS TO BE INSTALLED WITHOUT CAUSING EXCESSIVE DISTORTION OF THE UNIT FLANGES. 80 5 5 9)THE INSTALLER IS RESPONSIBLE FOR CHECKING THAT ALL FASTENERS ARE PROPERLY INSTALLED AND ALL 90 5 5 ACCESS PANELS ARE IN PLACE BEFORE PUTTING THE UNIT INTO SERVICE. 100 5 5 10) ALL FASTENERS AND ACCESS PANELS MUST BE PROPERLY INSTALLED AFTER MAINTENANCE OPERATIONS 120 5 g 135 5 6 `e,`111ryDRIUWTj]l�`MAINTAIN CODE COMPLIANCE _ F. t50 6 7 165 6 7 MAT L - 180 8 8 _ { r, qO aog�a Qooa Qo" 1'ROWCT(IENELvso - ', � ��.'�cxt= DRAWN BF�SHEET2 O Q NAN.111RERS OF NR IAONNG EWIPIIENT 195 8 8 �+�MTM•whb 9s ftl :TE DESIGNER BF �a, SPRiRCFlE p.MSSWRI 210 8 -_ 9 N„1 •d 70 l3- •• j ]�]$ STATE OF 40, DO NOT SCALE DRAPING 225 8 9 TT-- R �/� TOLERANCES UNLESS OTHERYASE NOTED ACRU VCR ACSC 270 9 ORION 10 a°^� /��'�s/OVAL ENG\�` DECIMAL 3 fRAcs'ZALt,/18 POWER VENTILATOR 10 /011111110 XXX-3.010" >12•THRU 96"-3,/B• HURRICANE RATED 300 9 14 .XXXX-3.001" >96"THRU 144"-31/4" SRE DRAPING NO. REV. BRADLEY LI NO.ORE744 P.E. >744"-33/8 B SD080717-12 C FL PE LIC. N0. 74411 ANGULAR 32' NC- 0 INS E '0 t A I A I SEE DETAIL B 300 39-7/32 0.063 / 270 5-23/3 0.063 245 2-23/3 0.063 / 210-225 9-23/3 0.063 / 180-195 25-31/32 0.050 SECTION A—A SEE DETAIL A 150-165 23-21/32 0.050 120-135 20-7/32 0.050 A 1.D. 60-100 16-19/32 0.050 UNIT A MATERIAL SIZE DIM HICKNES .25 PRODUCr RENF WGn Dd�YCododee'tle the Dloek. AeoWu.e No�(3•-0 0 .l3 ftlf MOIL .. .. .. 4 ,1,1111„ .. ... .. • . •• • • . • ", SY F.S90* �� • •• . • • • • 04. 114 11y ALL14 .Q5 �il� •• •• • • • • �Qn (BOO( �Gfl COO OO G3 C�000 DRAWN BFS 09/19/13 YANOEA=KR ai MR MONNG EGUIIP W DETAIL B — *— DESIGNER BFS SHEET 3 OF 10 ® sr mmo.vissom SCALE 2.CL "• •'• •'. %�� . STATE OF •:a:-0 • .' �C/� 0 T AL DRAWN ••• • • • • • • DETAIL A • TOLERAWESWNL9RS OTHERYASGNO O ACRU VCR ACSC . ' ' . ' ' .• • • SCALE 0.750 '�.t(`s ''•<ORIDP,.• • :' :•• '•' ..: '.' ���viSI�NALI �• xw.f:o,o� TI�"THREse@lQde�f�8� ;OWER VENTILATOR HURRICANE RATED .XXXXet.001' >98'THRU 144'-±i/4- SIZE DRAMNG NO. REV. BRADLEY F. SKIDMORE P.E. ANOUTAR >144'-:3/e" B SD080717-12 C FL PE LIC. NO. 74411 }p• NC-N NS no R 'o • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . .. .. . . . .. .. . .. .. . . . .. .. . . . . . . . . . . . . . . . . . . . . • ... . . . . ... . . ... . . . . ..• . . .. • ••. 1/4„ .•. .. • • . . . . .• • . . . . . • . . . • . . . • . . . • • . • • A(I.D.) / — F - B(I.D) + � I 0E. C D STEP ONE SPINNING WIND BAND SIDE VIEW WIND BAND TOP VIEW 300 52 54-1/8 12 .050 53 270 47 49-1/8 10 .050 48 PR0O11Cr RENEWFD •R comW414 with the Flo" 245 47 49-1/8 10 .050 48 A�eole�ooept@W N Not3-azo .13 Exptfzt"DM 210-225 43 45-1/8 10 .050 44 f By �t 1111 1111�.i; 1 Dade 17oda Cawv1 180-195 37--1/4 39-3/8 10 .040 38-1/4 150-165 32-1/2 34-5/8 8-1 2 / QO c j ,;• i1y�`°� / / ,040 33-1 2 •' !% I� 4-% MAT'L D THICK 1100-0 ALUM n p m'.'/](//' $/ �1��J'�, m DRAWN BFS 09/19/13 SOU ILQ)TNm ¢ooa CO. 120-135 28 30-1/8 8-1/2 •040 29 �( 1 ^rl ® ANUfACNRSR NCfE pRV55NWR EWIP RENT 0 �Z DESIGNER BFS SHEET 4 OF 10 U 100 23 25-1/8 6-1/2 •040 24 1��•"•, STATE OF �� DO NOT SCALE DRAWING ��(�`''•F<ORIDA •''�'C��� TOLERANCES UNLESS OTHERWISE NOTED ACRO/VCR/ACSC UNIT A B C D E ',S'S •.. G��` SAL FRACTIONAL POWER VENTILATOR '/,�aNA1100" Xxx-foto• >12•THRU ss•-ti%e HURRICANE RATED SIZE DIM DIM DIM DIM DIM .XXXX-3.D01• >98•THRU 144•-31/4• SIZE DRAWING NO. REV, BRADLEY F. SKIO. 744 P.E. >144•-33/8• FL PE LIC. N0. 74411 5- (NO)-NO INSPECTION RE'D B S D 0 8 0 717-12 C 300 22 39-1/32 0.050 270 16-1/4 35-17/32 0.040 245 16-1/4 32-17/32 0.040 o 210-225 16-1/4 29-17/32 0.040 A I A 120-135 13 20-1/32 0,040 60-100 BELT 8-1/2 16-13/32 0.040 UNIT A 0 THICKNESS SIZE DIM DIM MATERIAL 1 0 B I.D. 0 e ' i A Q PRODUCT RENEWED u owopl)iq with We Flwi& Bwmft1 A mNNo r3-676 1. axD_� 0 • • •• • • • • • • •• fie Coned • • • • • • • • • • • cr+ wv C 61 TAtAQD SECTION A—Aco ,: 4 LI /'I( DRAWN BFs 09/19/13 -- IIANUEACNRERS Oi NR 40NIIG EOUIPVENT DESIGNER BFS SHEET 5 OF 10 SPROWlEIo.mssouRl • ••• • ••• • • p • • �� • • • • • • • • ,�1 • &0 MOT 1PALL DR • •• •• ••• �O�'., STATE OF !•.�� TOLERANBES•1NLW.S OTHERYASG N D ACRU VCR/ACSC :• :•• ••• ..: •.• %'�S,SjO0R.D..P.. ` •.xx>}.n ceeQnoNae /1� POWER VENTILATOR NXXX-t.o10 Zf2'THRU901/8 HURRICANE RATED BRADLEY F. SKIDMORE P.E. .xxxx-}.001' >98'THRU 144'—}1/4' 512E DRAWNG NO. REV. ANGULAR >144'—}3/8' B S D 0 8 0 717—12 C FL PE LIC. N0. 74411 }q• NC-NO INSP CTION RE'D u • • • ••• • • • • • • ••• • • • ••• • • • ••• • • ••• • • • ••• • • . .. .. . . . .. .. . .. .. . . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . ... . . ... . . . . ... . . . .. . . . . . . . .. . . . . . . . . . . . . . .. . . . . . . . . • . .. . . . ... . ... . . . ... .. ... . . . .. ... . . . .. . .. . . ... . .. . . . . .. . I I I A-ID +1/16 -- -0 D RAD (NC) I I + L—A C (NC) PRWUCT RFNCWEU u emnpl,i,>d uith the Florida mdmi,b Code SECTION A-A Aew.PtenpNo3070 .t3 90-100 EXTRA DEEP 13-7/16 10 3-9/16 2-7/16 pwDiec 90-100 13-7/18 7-3/4 3-9/16 2-7/15 �'��1111Ii11 1 D 70 EXTRA DEEP 10-5/8 7-1/2 3-1/4 1-7/8 70 10-5 8 6-1 2 3-1 4 1-7 S MAT'L 1100-0 ALUM .064 THICK / / / / = ,� G 7h, oOD aoce?ra Qooa CO. DRAWN BFS 09/19/13 MMVFA REBS OF ASR MOONG EWIPMEM UNIT A B C D -_*; * ;*_ QnOO 9 1 I:` DESIGNER BFS SHEET 6 OF 10 U ® svmm—.vmwRi SIZE DIM DIM DIM DIM %1� ' &V '0'•. STATE OF �(/ DO NOT SCALE DRAWING DIRECT DRIVE 'i �S'•.FCORIOP,•�G\4 IN TOLERANCES UNLESS OTHERWISE NOTED ACRU/VCR/ACSC 1'7s/ONAL� ��`� DECIMAt POWER VENTILATOR �'/1111111�111 xxia:o o• >,2•THRU 98•12=f;i8 HURRICANE RATED BRADLEY F. SKIDMORE P.E. •xxxx-toot' >99•THRU 144•-t1/4• SIZE DRAWING N0. REV. FL PE LIC. NO. 74411 ANQU >144•-aa/a' B S D+ -- -12 C tY (NQ—NO INSPECTIO R 'D B OF O.D. A ---E 300 14-3/4 52 31-3/8 19-13/16 0.080 54 / I \ C 1.D. 270 12-1/4 47 28-3/8 15-11/32 0.080 49 245 12-1/4 47 25-7/8 15-11/32 0.080 49 210-225 11 43 23-3/8 14-5/16 0.080 45 \ 180-195 — 10-3/8 37-1/4 19-3/8 12-1/2 0.080 39-1/4 150-165 9-1/2 32-1/2 15-7/8 10-9/16 0.064 34-1/2 B 1.D. m 120-135 8-1/4 28 12-7/8 8-3/4 0.064 30 1 I ` 100 5-7/16 23 10-1/8 7-5/16 0.064 25 / UNIT DIM DIM DIM DIM DIM DIM �__ • SIZE A B C D E F PRODUCT RENEWED as may*vm the Fk" Cock B Acftpl eNo( 417,18,13 Pkm N •• 09: •• �• • • • • •• 111111111/ UY • • •• • • • • • �`� IF S `xC .... . i�� • i ••i i i i s s • • • • • • • • • � >N m , MJ=C SOS-d AIIOM•E"•HCK• aORTa LOOM 60" *_ DRAWN 6FS 09/19/13 On M~ACTURERS OF NR MO-0 EWIPNENT ' Qr� DESIGNER 13FS SHEET 7 OF 10 U� ® SPRRIffiNO,MISSOURI • • • • • • • • O STATE OF T DRAWING �•� •• •• ••• ACRU/VCR/ACSC •.,to.... .•' a• • TDLERA ES NL S ERVA No D OWER VENTILATOR :.. •.• .•: •.• ' '7,,10NALIE�G�� �•. CRR3' •DEdMA •Eae 412-t 16i HURRICANE RATED .XXX-*.O10 S1t'•IHRU 96N21/8' .XXXX=*.001' >96-THRU 144--11/4' SIZE DRAVANG NO. REV. ALEY F. BRFLPELICSNO. 74411.E. ANGiT ULAR 2"0MSPEC110N E6,'D B SD080717-12 C • • • ••• • • • • • 0 0t• • • • ••• • • • •.• • • or . • s •.• • • ••• • • • • ••• • • ••• • • • • ••• • • • •• i.i iC TA • go • w•• • • • + ii .• • +••i •i 0 • C TAP ———————————— — •.. • Y• •• • • •• . • • .• • • • • • • • • • • . . • • • • • • o. OA 13/16 13/16 - - 8 - 300 1 7 3/8-16 LOWER 8 270 1 6 1/8 3/8-16 LOWER 8 245 1 6 1/8 3/8-16 LOWER 4 225 3/4 4 7/8 5/16-18 LOWER 4 210 3/4 4 7/8 5/16-18 LOWER 4 195 3/4 4 1/2 5/16-18 LOWER 4 180 3/4 4 1/2 5/16-181 LOWER 4 165 3/4 3 1/8 5/16-18 LOWER 4 150 3/4 3 1/8 5/16-18 LOWER 4 135 3/4 2 1/4 5/16-18 LOWER 4 120 3/4 Ti 5/16-18 LOWER 4 60-100 3/4 2 1/2 5/16-18 LOWER 4 UNIT A B C POST POST PRODUCFRENEWM _ 'd C-Vyk•wf%the P{vtd6 BuNdkg Cede SIZE DIM DIM DIM LOCATION QUANTITY AoxpYrp}b 3o7a 43 ACE—B By BY , x,111 t N N N f�t; Mi.0Proa,a c«xnt A1C N MAT'L 4A 600S-T6 OR 6105-T5 0 D d00�tGG1J 60 aOCS COO o DRAWN BFS 09/19/13 VO MANUFACTURERS OF AIR MOVING EOUIPNENT DESIGNER BFS SHEET 8 OF 10 mR NCOEw•VISSWRI - D ��O•••'. STATE OF ,/6 DO NOT SCALE DRAWING ACRO/VCR ACSC T �/ TOLERANCES UNLESS OTHERVASE NOTED Gx���� DECIMAL FRACTIONAL POWER VENTILATOR �''IS/ONAL1E���` Xxx-3.010* >12•THRU ss-I16 HURRICANE RATED %XXX-1.001' >96•THRU 144'—ft/4• SIZE DRAWING NO. REV. BRADLEY F. WDMORE PZ ANGULAR >144•-13/8• SD080717-12 C FL PE LIC. NO. 74411 t2' (NC)-NO INSPECTION RE'o A D ° RAD-B TY bC 1 (NC) (NC) — - — — E ID $ (T-SQUARE) O OA (OD) + A TOP VIEW A-A SECTION SIZE 150 VIEW SIZE 150 225 17-1/4 3-1/2 22 3 30 .080 PRODUCT RENEWED n ccaytYke wm the Plorms 210 16-1/2 3-1/2 0-15/1 3 30 .080 BWtd&VCode J!cvw we NO •07B.(3 195 14-1/8 3 19 3 30 .080 D,* ••18b• 1�-;/2• r;-C/2: r;f'�l/2 3 30 ,080 1 '" •• ••• • • • • • •• sy `\`�11I111� �� • . • • . . . • . n41�g D.a.r�om•Eco,wa • 1650141-#/S• -t•�2r •16 2 24 .064 `�`�,� a• y • •• • • • • • • • •• ��fDESIGNER -RI4•AL •F" GA• 15� 10 S/4 2—T/2 15 2 24 .064 �' ';� a q� (LOfR?CG7 (Moog C{ COO 135 9-3 8 2 — No. 4411 ;1TI BFS 09/19/13aO/ 13 2 20 064 =fit': � 1BFS SHEET 9 OF 10 SPPoRGMO.41SSWR1 P20 8-9 1P! 2 2 220 .064 � j• • • • 'O,�'.• STATEOP ' I T DRAWIN ACRU/VCR/ACSC • �IT •A • • • D E F �` ' FCORIDP,.•' .` • TDLERAti�Es NE oFRAVI D ill _ ' �' •••••••' �' �taeL� • yurn•u�• • DOWER VENTILATOR 91ZE •ANN DIM • • DIM DIM DIM DIM '���,�NALIE��``�• xxz t:gl SIZ'•DIRU 9rtJ4�j FIURRICANE RATED .XCXX-±.001' >98'THRU 144'-;L1/4- SIZE DRAWING NO. I REV. BRADLEY F. SKIDMORE P.E. AN6!lLAB >144'-t3/8' FL PE UC. N0. 74411 tY e N ON 'D B SD080717-12 C • •• •• • • • •• •• • •• •• • • • •• •• ••• • • • ••• • • ••• • • • ••• • • . .. .. . .. . .. .. . .. .• . . . .. .. . . . . . . . . . . . . . . . • . . . • • • • • • • • • • • • • • • I • • ••• • ••• • • • • ••• •• • ••• • • • ••• • • • • • • • • • •• • • • ••• • • • • • • • • • • • • •• • • • • • ••o • • • • •• ••• • • • • • • •• •• • • A T-SQ o ,('7 FORM VIEW B SIZE 270 SHOWN PRODUCT RENF.WED B WOB CD �iW the PbtiAa WW.NN. •0708.13 F141214125 8r 300 36 3 .080 AktL1tI1111 h4' 1 PtOQMa �� emM 270 36 3 .080 �` QV. ••" �, ;�- 1, MAT'L 3003-H14 AL, "C' THICK 245 30 3 ,080 ` Qt r y;;' "; q�D (SOD 021 nM COO OO E GOO" O - m: 11 m- DRAWN BFS 9/19/13 O QO MANUFACTURERS OF NR MOVING EUWMW UNIT A _B *t n SIZE T-SQUARE DIM DIM = p; 7} DESIGNER BFS SHEET 10 OF 10 v ® SPRR:GREt%MISSOURI DO NOT SCALE DRAWING ���,�'•, 'STATEOF (v��� TOLERANCES UNLESS OTHERWISE NOTED ACRU/VCR/ACSC s,6s''•.<ORIDP,.•' \C� ` FRACTIO POWER VENTILATOR ZONAl1ENG` xxz-t.oia >12 THRu ss•=ti%se HURRICANE RATED .XXXX-*.001• >96'THRU 144•-*1/4• SIZE DRAWING NO. REV. BRADLEY F. SKIDMORE P.E. >144'-*J/8' BSD080171 -12 C FL PE LIC. NO. 74411 *Y NC-N INSP 0 w M®MM MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES 11805 SW 26 Street,Room 208 4 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamld*de,goy/build1n¢ American Panel Corporation 5800 S.E.78`A Street Ocala,Florida 34472 SCOPE: This NOA is being issued under the applicable✓rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Walk-In Cooler/Freezer APPROVAL DOCUMENT: Drawing No. 12-APC-01,titled"Walk-In Cooler/Freezer", sheets 1 through 5 of 5,prepared by Knezevich Consulting,LLC,dated May 14,2012, signed and sealed by J.W.Knezevich, P.E.,on May 14,2012,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and the following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA'Sttall bb pr wiled to1Ae user by the manufacturer or its distributors and shall be available for inspection atlke job%i>:e at 4ie;re�st of the Building Official. .. ... .. . . . .. This NOA revises& renews NOA#07-0301.04 and consists of this page 1,evidence submitted page E-1 as well as approval document mentioned above. ... • 66* . The submitted documentation was rPvibw$1 by$e*ny:A.MIhkhr:PCE.,M.S. jEt • • NOA No. 12-0516.18 MII. W ... �i��.. Expiration Date: 08/30/2017 Approval Date:_ 08/16/2012 00g7' Page 1 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . w American Panel Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#07-0301.04 A. DRAWINGS 1. Drawing No. 06-541, titled "Walk-In Cooler/Freezer", sheets I through 5 of 5, prepared by Thornton Tomasetti, dated February 15, 2007, last revision #1 dated July 17, 2007, signed and sealed by J. W. Knezevich, P.E. B. TESTS 1. Test report on Uniform Static air Pressure Test, Large Missile Impact Test, Cyclic Load Test, and Racking Load Test on Galvanized Steel Sheathed Polyurethane Foam Filled Modular Panel Walk-in Coolers/Freezers,prepared by Construction Testing Corporation, Report No. 06-018, dated 01115/2007, signed and sealed by Yamil Kuri, P.E. C. CALCULATIONS 1. Calculation titled "Walk-In Cooler/Freezer Calculations", dated February 15, 2007, sheets I through 22 of 22,prepared by Thornton Tomasetti, signed and sealed by J. W. Knezevich, P.E. D. QUALITY ASSURANCE 1. By Miami-Dade County Building Code Compliance Ofce, E. MATERIAL CERTIFICATIONS 1. Tensile Test by Certified Testing Laboratories, Report#198, dated 01/05/07, signed and sealed by Ramesh Patel, P.E. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 12-APC-01, titled "Walk-In Cooler/Freezer", sheets I through 5 of 5,prepared by Knezevich Consulting, LLC, dated May 14, 2012, signed and sealed by J. W. Knezevich, P.E., on May 14, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFY T • 1. None. •• ••• •• •• . ••• . ••• . . . . 00 00 4ffelmy A.Makar,P.E.,M.S. . .. . . .. . ... . . . .. Product Control Unit Supervisor NOA No. 12-0516.18 ••• ••• Expiration Date: 08/30/2017 • ••• Approval Date: 08/16/2012 . . . . . . . . . . . STRUCTURAL CALCULATIONS FOUNDATION FOR A NEW FREEZER i Z • • f • • •••• ••••• PREPARED BY.- "'• • f JOSE L. GUZMAN P.E. ::•::. 4869 SW 75TH Ave, Miami, FL 331.55 ; ;• Te1.786.338.1082. • OCTOBER 31, 2014 O; Np.561 uj— uj se IF.LOxr,�n' JOSE L. GUZMAN P..E. � Q JOB COO 4869 SW 75""AVENUE SHEET NO. MIAMI, FLORIDA < OF PHONE 786 338 9082 CALCULATED BY rNt(.r Q,.� DATE '2(31Cr PHONE `l CHECKED BY DATE SCALE .............:. ...i .......... ...... ...... ...... ...... ..... ..... ...... ...... ..... ...... M ..... ..... ...........................i. (� ...... ..... ...... ...... ...... ......_ ..... V.-............ ... i ii ..... ...... ..... ...... ...... ...... ..... ...... ...... ..........::i.... ..... ............... i i i ...... ...... ..... ..... ...... ...... ...... ...... ...... 5...:..:.. ...... ..... "- ....� ........................ .:.............: ...... ....i...... ---�- .`�.-.- ..i.L.i ..... ........................ ....:.............i......... - ..... ........................._:.........,. . ...................... Lam+ ...... . .. :.... _. .................:... - - ......... ...... i ..... ..... ..... ...... ... ..... ...... ...... .... 3�o ........0 ........... 2t.� �-�-. .......... wZ.: _................. ........... ....:..... �o :..... ... _ ..... S' . 061�......_1 �,, a .... E ..... ,. . g . .......:.............a.............'. ..............i.............'.......... i ! ...... ...... ... ...... ...... ........... .... ...... i • .............o..................... ._...:`... i ...... ...... ..... ...... ..... ..................................___:. i t t [ ...... ..... ..... ...... - ....t....... 946600 ...... ................................... ..... ..... a. ...... ......_. ....... .......�f�" • F E .............:. i ...... ........... .............5_........;. i i i i ._........:.............:. i _ ...... .._. ..... ...... ..... ............. ...... ..... ..... ...... .......................... ..:............_:....... - ..... ...... - ......>..........._,.... + ............:.............o.............:. i i ....... .......;_......,....i_..... .._...;.._....._...:.........._.p....... .. we , i .. ........... ._... ..... ...... •; •i• i i i ..... • ; _. . ......_.._:..........................s. : . ..........................s ............. .. .........._......... .... ..... ...... ..... ...........................:. ...... .... i ! ....r....�.. ... ..... ..... ......[.............1.............7..............i.... .. ..........._:..............._........._i....._......:........_.........._..._�. i i __ ..... ...... ...... ..... . . ...... .. ........... .. . . . . . .. .... ....:.... ....:.... ...... ..... ..... ..... ...... '....:.... ...:. ...... ........ .. .... ........... (L),SEE TABLE 2 a! , SEE DETAIL 3 00 RP0*0 \ r • • W ••• -• WP wP W J j $Ifi z�HE� w w m L _ A WZs.rq P WP wP •s • • 0 •• ••• • Zu �r w 1' ••W ••• • • •• i w i o � e u CA. LOCK.—/ D v • • • per• P: CK, • F _ ` Y O a } n p o xd w F- 1i � P N FP 3 of Q} g 1 C\ Conti N L� wP 111 � vg 1wNr m - CONCRETE -------- \ SLAB `SEE DETAIL 6 (� B J Qj ��SECTION(TYP.) PLAN O z S A i 1 @9A'i 1/4".P_0" Z U 13 4 T UNIT LENGTH(L) T ? O A ,�Z A MINIMUM NUMBER OF 46" A TABLE INOTM t6 UNIT WIDTH ALLOWABLE WIND LOADS PSP NET WIND FORCES B (W) PANELS ON EXTERIOR B ) L NET WIND FORCES REPRESENTTHE REACTIONS FROM ALLONABLESTRESS J U E �zw E FT-IN WALL FOR L WIND LOAD COMBINATIONS ASSUMING MAXIMUM ROOF PANEL SPANS AND Q 01 no A GIVEN UNIT WIDTH(W I E `'�';% ROOF WALL MAXDBIM WALL PANEL HEIGHTS. 1 OJ 0 2 FT-IN 3 MAX.LENGTH 111-7+ MAX.HEIGHT 9'-8' L PV REPRESENTS THE VERTICAL WIND REACTION Q I Ri REPRESENTS THE HORIZONTAL WIND REACTION. PV x 860}//FT 5 9'-0" 2 ZONES 1 2 3 PH s 250 11/FT 9'-D"<W S 1D'-9" 3 NEGATIVE -44.0 -60.7 -75,5 -43.0 -56.5 TABLE 2 NOTES: L THIS TABLE SPECIFIES THE MINIMUM NUMBER OF I6"PANELS REQUIRED 10'-9"<W 5 11'-7" 4 POSITIVE +16.4 X39.4 ON THE FRONrWALL OF THE UNIT TO ESTABLISH THE LATERAL LOAD RESISTANCE NECESSARY FOR A GIVEN ROOF SPAN. SEE DETAIL 2 SEE DETAIL 1—\ TABLE 3 NOTES. L ALLOWABLE WIND LOADS SHOWN REPRESENT THE 0WONFNT WIND y LOADS USED IN THE DESIGN SHOWN HEREIN.TO DETERMINE p COMPLIANCE,SITE 5PECIRC WINO WADS SHALL BE MULTIPLIED BY THE .N LOAD FACTOR 0.6 WHEN COMPARING TO THESE VALUES 1 1 rV pV 2. SITE NOTES LD AND FIC WIND LOADS BE LESS THAN OR EQUALToTHESE LOADSANCE WITH . 3. ALLOWABLE WIND LOADS ARE BASED ON A FACrOROF SAFETY Of 15 FOR TO 1 PH I CONNECTED WALL PANELSAND 20 FOR ROOF PANELS WITH A MINIMUM RECOVERY OF BUILDING 80%`�2�3 80441N ACCORDANCE WITH TAS 202ANDTHE FNH2 PILOVISIONS OF THE WP W P FBC g 1 Z S $ PH '2�� I H g 1 3 1 4 \ I „J.W:Knezevtch SEE DETAIL 4 OR 5 j � 1 x PRODUCT REVISED rrte=sw"+i t„¢u�.r FLOORLESS OPTIONAL DETAIL 5 OR Ss FOR 1415 5 ac compiyin HEVISho FloMdn 'r Lk"'+do,vccraL FP FLOORLE 55 UNIT FOUNDATION BY OTHERS 1 1 1 Dairdiug Co de (SEE TABLE 1 FOR LOADS) 1 3'-0'• Acceptance No Date6 L 1 EXISTING BUILDING W SP1 110n o �) l " EXISTING BUILDING -- Mimi Dade �c Contro Z FOUNDATION BY OTHERS anW u.i. - ISEE TABLE 1 FOR LOADS) aav As Horto a,u 05/14/2012 (SEE TABLE Z FOR WIDTH/LENGTH LIMITATION) dr+waw� SECTION �ZSOMETRIC WITH WINO ZONES B scA E.v�o� D ELEVATION 12-APC-01 C:LMIDI Projects\41Disparate_ADUWKnaze•Ach\CAD2012\12-APC•Ol\TIO-prg\12-APC 1 02.dw9,5/10/2012 5:01:20 PM,Ledger,1:1,www,MIOIsparaW.com `��S sheet 2of5 i GENERAL NOTES: 2.2 PCF URETHANE FOAM CORE N GALVANIZED STEEL (MIN, t=O,035") 1. THESE PRODUCT EVALUATION DOCUMENTS REPRESENT A WALK-IN COOLER/FREEZER SYSTEM ANALYZED WITH THE PROVISIONS SET FOR HC 25" THE ISSUANCE OF A NOTICE OF ACCEPTANCE(NOA)BY MIAMI-DADE COUNTY PERMITTING,ENVIRONMENT AND REGULATORY AFFAIRS, EXTERIOR 2 PRODUCT CONTROL.SECTION,THESE DOCUMEIVTS COMPLY WITH THE FLOIUDA BUILDING CODE(FOC),2010 EDITION,HIGH VELOCITY - : a r. r, •+ r., ��' �4f' x ti�r '� •• �• •• Z HURRICANE ZONE(HVHZ)PROVISIONS. p F. :"� ,, `� Fr ''r^. 7 �W'a' `r �cr ����,"' 2 S 2 "' e.e+My. tL: '•Y_� �e;1� :3;,, 'ti''.TY �V'. ,� 5 A� ,�Q t� wi. -:�.,•. dam,;� or: ..., a,>i M `� 2. FOR ARES OUTSIDE OF THE HVHZ SITE SPECIFIC ENGINEERING I5 REQUIRED TO VERIFY THE SITE SPECIFIC DESIGN WIND LOADS AN : t �� n �r (9 PANEL TESTING COMPLY WITH TIDE TESTING REQUIREMENTS OF FBC SCCTION 1715.3,1. a y s+► M >• )- z 3. THESE PRODUCT EVALUATION DOCUMENTS ADDRESS THE STRUCTURAL!WREMENTSS FOR COMPLIANCE WITH THE STRUCTURAL A LLiMINUM ALLOY {MIN. t.r0.0 2"} N f J E",F � $ PORTIONS OF THE NOTED CODES. MECHANICAL ELECTRICAL AND WATERPROOFING REQUIREMENTS ARE NOT PART OF THE INT�RIOR _ 9.. � ' H• o EVALUATION. SPECIFIC USE OF THE EVALUATION REQUIRES THE ARCHITECT OR ENGINEER OF RECORD TO ADDRESS THE:MKWICAL, 5" 12" 12" 12" 5" Z"ns ELECTRICAL,AND WATERPROOFING REQUIREMENTS FOR THE INSTALLATION. � p tm14 GA.GALV.(0.075') t@44 GA.GALV.(0.075' dQ1 r 4, DESIGN LOADS: 46" MAX. 'Z S«W STRUCTURAL SUPPORT STRUCTURAL SUPPORT u`- B N A.ROOF: ROOF PANEL "HAT"CHANNEL STEEL DOOR PANEL REINF. CHANNEL z 1.DEAD LOAD: 5.0 PSF RP1 AL a 1" ■ HC t = -0'• R�' AL " m O Wx`�° s 11.LIVE LOAD: 30 PSF t�;•r3 m III.MECHANICAL EQUIPMENT: 330 L85 MAXIMUM,PROVIDE MINIMUM 4'-0'SPACING. `!i` a F B.WALLS: 1 s rn I,DEAD LOAD:WALL PANEL 2,6 PSF C,FLOORS: 2.2'PCF URETHANE FOAM CORE 4.. Y N I.DEAD LOAD:FLOOR PANEL 4.0 PSF ALUMINUM ALLOY {MIN. tA4.092") .r Q.LIVE LOAD: INSULATED FLOOR 250 PSF - FLOORLESS 250 PSF EXTERIOR & INTERIOR M I- ,';`O D.WIND LOADS SHALL.BE DETERMINED IN ACCORDANCE WITH THE CODE PROVISIONS AT THE TIME OF PERMIT BASED ON THE '' ;w'"t�''u�j - `r; ,��)k'�� �e ,t'� ';� ate'�s � •375" ,fr M � p �v,•fi SITE SPECIFIC CONDIITON5, SEE TABLE 3 ON SHEET 2 FOR ALLOWABLE WIND LOADS USED IN THE DESIGN OUTLINED WITHIN sM �,:i- rr�� • . S�* "" W THESE DOCUMENTS. THESE LOADS ARE ALLOWABLE LOADS BASED ON WIND LOAD RESISTANCE TESTING. IN ACCORDAtiCE WITH Iy C3 s,w FOC 2010 EDITION,SECTION 1609.1.5,LOADS DETERMINED IN ACCORDANCE WITH ASCE 7-10 OR SECTION 1609 ARE PERMITTED 12" uYu1 uf4 v, TO BE MULTIPLIED BY 0.6 WHEN USED WITH THESE DOCUMENTS. 46" MAX. t=14 GA.GALV.MOM UP TO 24" Lu i " S. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE SPECIFIC APPLICATION OF THIS WALK-IN �•• �+O�+w COOLER/FREEZER SYSTEM. STRUCTURAL SUPPORT O '^ U 6, THESE DOCUMENTS REPRESENT THE STRUCTURAL AND MATERIAL REQUIREMENTS OF THE WAIL(-IN COOL ERJfREEZER STRUCTURE. WP WALL PANEL LE i 1,• a •-0„ DC _ _ "DOOR CHANNEL STEEL WALL PANEL(CORNER SECTION) WC 5 ALEt ' �'1'-0" W THESE APPROVAL DOCUMENTS SHALL NOT BE APPLIED BY THE CONTRACTOR,ON A SPECIFIC SITE WITHOUT THE INVOLVEMENT OF AN J +,j ARCHITECT OR ENGINEER OF RECORD((A/E OF RECORD)). THE WE OF RECORD SHALL BE RESPONSIBLE FOR COMPLIANCE WITH THE (� � CODE REQUIRMENTS OF A SPECIFIC IN5TALLTION INCL DING BUT NOT LIMITED TO THE FOLLOWING: 8 s {q A. VERIFY THE SITE SPECIFIC WIND LOAD R IREMENTS ARE WITHIN THE CRITERIA USED TO DEVELOP THESE DOCUMENTS 2.2 PCF URETHANE FOAM CORE 24" 0• AND THE UNIT IS CONFIGURED INCOMPLEfANCEWITH THE LIMITATIONS HEREIN. ALUMINUM ALLOY (MIN. t=0.100") Z 8. VERIFY THE FOUNDATION DESIGN IS ATE TO RESIST THE FOUNDATION LOADS IDENTIFIED IN TABLE L. ' C3 C. VERIFY THE EXISTING BUILDING IS ATE TO RESIST THE SUPERIMPOSED LOADS IDENTIFIED IN TABLE 1. TOP (INTERIOR) Y U 4 D. WEATHER PROIICTION,ARCHITECTURAL MECHANICAL,AND ELECTRICAL REQUIRMENTS ARE OUTSIDE THE SCOPE OF THESE � a�.' .y>•• ;;;I;' f..,..+i..A ,s ' :�yt A�,;„�s'�:�";,�. ,•:+r:;�,=s�,,:;�-•;i�.,,t s � f ,-�'<'�.''`��-w�it�;r,; ,,�s�^'F•�'��• ''sl:�M a � a1 DOCUMENTS, DETERMINE AND/OR PROVIDE FOR COMPLIANCE WITH THE REQUIREMENTS OF THE AUTHORITY HAVING P F!�aP�r��°a�� �,. �r �a s'a.ty'' ti•';`. ��+yFSt'c JURISDICTION.6. ERMr.s.., '�_ . r. s• <M n 7. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61615-23 OF THE FLORIDA ADMINISTRATIVE CODE, C;Al VANIZED STEEL (MIN. t=0.019") BO TOM (EXTERIOR) 8. ANY MODIFICATIONS OR ADDITIONS TO THESE PRODUCT EVALUATION DOCUMENTS WILL VQIO THE PROD EVALUATION DOCUMENTS.PRODUCT 9. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS,THE BUILDING OFFICIAL SHALL REQUIRE THAT A ONE-TIME 46" MAX, r* SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI-DADE COUNTY PERMITTING,ENVIRONMENT AND REGULATORY MOR F AFFAIRS,PRODUCT CONTROL SECTION. 10. 5LL BOLTS AND IES STAINLESS WITHEWS BE EMIN TENSE E STREENGTHT4 ALUMINUM OO�60 K�5IR0 GALVANIZED STEEL,HOT DIPPED GALVANIZED STEEL OR 300 FLOOR PANEL WgLL PANEL EE SECTION 11, ALL CONCRETE ANCHORS SHALL BE AS SPECIFIED ON THE DRAWINGS. EMBEDMENT LENGTHS NOTED ON THE DRAWINGS SHALL NOT FP SCALEa 1" ® INCLUDE FINISH MATERIAL., 12. DISSIMILAR METALS IN CONTACT WITH EACH OTHER SHALL BE PROTECTED UV NCE 2 ACCORDANCE WITH THE FITC CHAPTER 0 SECTION 2003.8.4. 13, AN ALLOWABLE STRESS INCREASE IS NOT USED IN THE DESIGN OF THE COOLER/FREEZER UNIT NOR ITS ATTACHMENTS, RIGID URETHANE FOAM SANDWICH PANEL SPECIFICATIONS 1. WALL&ROOF COMPOSITE SANDWICH PANELS ARE COMPRISED OF ALUMINUM OR STEEL FACINGS WITH POURED URETHANE PLASTIC �. PRObUCT REVISED CORES.THICKNESS AND MATERIAL OF FACINGS SHALL BE AS SHOWN ON THE DRAWINGS as complying with the Florida 2. ALUMINUM FACINGS ON WALL AND ROOF PANELS SHALL BE 3105-H2S4 ALLOY(MIN.FY-26.7 KSI)FOR INTERIOR AND EXTERIOR USE, Building Code g Acceptance No 3. ALUMINUM FACINGS ON FLOOR PANELS SHALL BE 5052-1134 ALLOY WITH A MINIMUM FY-30.8 KSI FOR INTERIOR USE. Ex p'i lion tof I.W. Knezevich '�8 •• ••• •• io 4. STEEL FACINGS USED ON ROOF PANELS SHALL COMPLYWITH ONE pF 7 �OLYOY¢NQ • • ! : �O�bteislp F En®Umer • • • B ` .r f�U4enAiN6. DgC41961 • • • • ••• • Y ll 11 A.ASTM A653 CS,TYPE B WITH A MIN.FY=48 KS1,%N,TI�IdKNGSS4F 9035"M.D..9%CONnNG. M' l IDad r uct Control 8.ASTM A653 SS,GRADE SO,CLASS 1,WITH A MIM THICW E95 OF 0.835'AND G90 COAT'IIQG, Adata �sl. 5. STEEL FACINGS USED ON FLOOR PANELS SHALL BE ASTM A653 SS,GRADE 33 WITH A MINIMUM THICKNESS OF 0.019'AND A G90 COATINGFOR EXTERIOR USE. • ••• • •••6. AVERAGE DENSITY OF URETHANE FOAM CORE SHAL;BES.3 PTF WITH A RANGE Ir ANY GNP ME�SLI�.EMENTT OF+/-10%.7. URETHANE FOAM CORE SHALL HAVE A FLAME SPREADJdTINddF NOT AGRI TH975 AN&IA L NAVE A SMOKEd�VELAPED RATING OF n1oTED NOT MORE THAN 450, 05/142012 8. METAL FACINGS SHALL BE ADHERED TO FOAM WITH ANS� SPRAY COATING OF UP�A(•A#1.1182(3001881H)ADHESIVE AT A RATE OF 0.147 � FLUID OUNCES PER SQUARE FOOT. er+WMe^• 9. FOR SPECIFIC REQUIREMENTS OF FOAM PLASTICS IN WALLIN d SITE FIC SEBTIOM�P2i3i,1 AND 2612.3.2.2. 1 ... . . . ... . . ' sheet 1 of 5 MIDI_Projects\MlDNsparate__CADXJWKnezevlch CCAD2012\12-APC-01\RO-prg\12-APC-Ol I.dwg,5/10/2012 5:01:34 PM,Ledger,1:1,www.MiDsparate.com N W, SEE TABLE 2 = , SEE DETAIL 3 p � Z Z WP WP WP W 0.� h � i N • �a'1 �7 w w w A o � x WP WP WPr I J Z ui I u C LOCK, Q CA LOCK, i i Q 9 0 3 T X a T I I a — Z9F Q u- I I U. 1 1 Y a f f � j � a X S2 Q + p t] I W ; to + a I + h p iv EM 3 a { row °+` Xa WAN VNi CONCRETE ------- O � ~v SLAB /\—SEE DETAIL 6 � V A SECTION YP. C PLAN z V T C4 T UNIT LENGTH IL) T TABU 1NOTES; �p A D„I.Z A UNIT WIDTH MINIMUM NUMBER OF 46" A ALLOWABLE WIND LOADS (PSF) a B of Qq 0 B I w ) PANELS 0 N EXTERIOR B 1. NET WIND FORCES REPRESENT THE REACTIONS FROM ALLOWABLE STRESS G .� E QRLU NET WIND FORCES L F T - IN WALL FOR L WIND LOAD COMBINATIONS ASSUMING MAXIMUM ROOF PANEL SPANS AND Q �' 41 Opp E A GIVEN UNIT WIDTH ( W ) ETPOSITIVE ROOF WALL MAXIMUM WALL PANEL HEIGHTS, 1 -i U.0 2 FT - IN 3MAX.LENGTH 11'-7' MAX.HEIGHT W-8' 2. PV REPRESENTS THE VERTICAL WIND REACTION � Q PV 1860 # / F � 9 -0 „ 3. PH REPRESENTS THE HORIZONTAL WIND REACTION. T 2 1 2 3 4 59'-0" W510'-9" 3 -44.0 -60.7 -75.5 -43.0 -50.5TABLE2NOTES: REQUIRED 1. THIS TABLE SPECIFIES THE MINIMUM NUMBER OF 4W PANELS+16.4 +39.4 ON THE FRONT WALL OF THE UNIT TO ESTABLISH THE LATERAL LOAD RESISTANCE NECESSARY FOR A GIVEN ROOF SPAN. TABLE 3 NOTES: SEE DETAIL 1 / -///—SEE DETAIL 2 1. ALLOWABLE WIND LOADS SHOWN REPRESENT THE COMPONENT WIRD to R P LOADS USED IN THE DESIGN SHOWN HEREIN. TO DETERMINE p COMPLIANCE,SITE SPECIFIC WIND LOADS SHALL BE MULTIPLIED BY THE ,s A 2. SITE SPECIFIC WINDDLTHESE LOADS DETERMINED IN ACCORDANCE WITH GENERAL NOTES 4.D AND 6.A SHALL BE LESS THAN OR EQUAL TO THESE LOADS. t CONNECTED 3. ALLOWABLE WIND LOADS ARE BASED ON A FACTOR OF SAFETY OF 1,5 FOR 1 PH I TO ADJACENT -2 PANELS AND 2A FOR ROOF PANELS WITH A MINIMUM RECOVERY OF BUILDING ?%2'3 80%IN ACCORDANCE WITH TAS 202 AND THE HVHZ PROVISIONS OF THE 961 WP WP 2 ' i 5 I g PH 2 I H •• ••• •• '3 4 J,Wt Knezevich • • • • • • • • I PRODUCTREVISEB FPikO esoo 'C41 + er Its complying with the Flot'ida L .: '. SEE DETAIL 4 OR FLOORLESS OPTIONgI•' •' '•: '•' •.'DETAIL 5 OR Sa FOR FOUNDATION BY OTHERS 5i4±5 5 FP �FLOORLESS UNIT (SEE TABLE 1 FOR LOADS) I I 3'-0" Accept BuitdingCode _ I W L ZZ= l8 --- �001- ; •�• ••• EXISTING BUILDING _ BY EXISTING BUILDING ' '' ' ' FOUNDATION BY OTHERS •• ' ' "' ' d YARV AS NOTED (SEE TABLE 1 FOR LOADS) dam. 05/14/2012 000 • • • • ••• • . (SEE TABLE 2 FOR WIDTH/LENGTH LIMITATION) dnWrig no, B SECTION 0 0••• O ELEVATION ISOMETRIC WITH WIND ZON,.ES 12-APC-01 sheet 2Of 5 C:\_MIDI_Projects\MIDisparatg- DVWKnezevich\CAD2012\12-APC- 1\RO-prg\12-APC- 1 02.dwg,5/10/2012 5:01:20 PM,Ladger,1:1,www.MIDIVarate.com d. N M EXISTING STRUCTURE _ n, r 2"x4"x1/4"x 'z t j;4 CONT, (GALV.) ANGLE 4114 STAINLESS STEEL TEK SCREWS 10 12" O,C. �.,, Z�� 'j C) HC RP Q Q 1/4"0x1-1/2" SMS 1" 1., RP HC HC RP HC J 3 6" D.C. W w r 1/4"0x1-1/2" SMS am (906" .t � ?d�• �,,.`;c'�•',� 01 O.C. STAGGERED � N C�tJ �m l ------- � z1/4"0 TAPCONS m - D.C. XC WITH MIN EDGE DIST AND ,a N <, 1-1/2' MIN. EMBED. ' 1/4"91x1-1/2" SMS '' ► ?U, � 16" O.C. ' 1 MAX. u� c 3"x6"x0.075"x - �. �•} U o CONT. (GALV.) ANGLE " W P °� c' W P CAM-LOCK CONNECTORS °zea CAM-LOCK CONNECTORS ,= - 7 CAM-LOCK CONNECTORS ;t R11-1/2" O.C. TYP. (FOUR : :� : 11-1/2" O.C. TYP. (FOUR y,.`� 11-1/2" O.C. TYP. (FOUR •Q j� EQUIRED PER PANEL) '. s REQUIRED PER PANEL) t` REQUIRED PER PANEL) W � N - W O rwi,' sa s ;_D DETAIL 1 / ETAIL 2 �.��DETAIL 3 g H w Q 10: \:,/SCALE: -1/2 a T-0" \J lSr A E: 1-1/2.x1.-�.. •+ ceO WP M WP a ' WP ��,. � WP V 0. FP Z CAM-LOCK CONNECTORS .•tom; ` ; CAM-LOCK CONNECTORS " h CAM-LOCK CONNECTORS }� 11-1/2" O.C. TYP, (FOUR 't;f`��' 1-1/2"x2-1/2"x ''x QM 11-1/2" O.C. TYP. (FOUR :',s 11-1/2" O.C. TYP. (FOUR Y.1 'GQ (REQUIRED PER PANEL) 1-1/2"x2-1/2"x N� _ 0.075"x CONT. ` REQUIRED PER PANEL) `�• R 0.075"x CONT. (GALV.) ANGLE, 1-1/2"x2-1/2"x- SQUIRED PER PANEL) Q 1-1/2"x2-1/2"x '� �. ..� �'. 0.075"x CONT. Z 0.075"x CONT. nc'' 3/8"0 THRU BOLTS �1 (GALV.) ANGLE, ,� EACH SIDE OF WALL •y�. 3/e"� THRU (GALV.) ANGLE rc` 11-1/2" O.C. EACH SIDE OF WALL. ���.k F ANGLE AND ANCHORS TO (GALV.) ANGLE, s BOLTSlp Q ' . ' SLAB NOT RE EACH SIDE OF WALL •* 11-1/2' O.C. 1.. ANGLE AND ANCHORS 70 t.' f' BETWEEN WALL LAND EXISTING ; f . , " SLAB NOT REQUIRED �;,� .7 S FP - 1-1/2"x7"x0.075"x BETWEEN WALL ANDEXISTING .� SUPPORT BUILDING. ;,�. 3/8"0 THRU FP CONT. (GALV.) ANGLE. SUPPORT BUILDING. BOLTS r r ' ANGLE AND ANCHORS TO SLAB `+. " � .• •. ��� 11-1/2 D.C. NOT REQUIRED BETWEEN WALL 3/8"0 THRU r�` F�.. �.,�,,��y..t,+:,,i•,�.y�;:2�y,�;4�i_t*brte. .�-F�',� _�• . '��''•��..•�,1. � 75" in AND XISTING SUPPORT BUILDING, BOLTS �1/4"0 TAPCONS (� 11-1/2" D.C. EXISTING EXISTING 6-3/4" O.E. WITH 3, ,y'�„rv%'.:.r�;,.��t:�•<5n��`'.�x.,'.�:""'•Y��,�:r�n `' ••.,si,,,�.•''>:' r4.r a;c';v;n��,n.?o,�.,;:,>�.'"�i��>^� `.t.r.b3�,;"`t•''a•t:';MF.°sn; "t.. t� STRUCTURE STRUCTURE MIN. EDGE DIST. AND u� . g 1-1/2" MIN. EMBED. \ \ g C EQ, EQ EXISTING EQE EQ. EQ. E EQ. Q. E EQ., EXISTING . \ STRUCTURE \ \ STRUCTURE 1/4"0 TAPCONS twill DGE > 1/4,10 TAPCONS Lb 6-3/4" O.C. WITH 3" 1/4"0 TAPCONS L 1/4'0 TAPCONS (� 6-3/4" O.C. WITH 3" MIN. EDGE DIST. AND DIST. 6-3/4" O.C. WITH 3" 6-3/4" O.C. WITH 3" MIN. EDGE DIST. AND 1-1/2" MIN. EMBED. MIN. EDGE DIST. AND MIN. EDGE DIST. AND 1-1/2" MIN. EMBED. 1-1/2" MIN, EMBED. 1-1/2" MIN. EMBED. D_d%pLTAlL 4 DETAIL 5 "r- ETAIL SA 6 CAL a 1-1/2" 1'-0= 5 s 1-1/2�-0.. E: 1- ' =" T-O" 6 CALE's g FRP DOOR JAMB J.W.Knezevich DOOR LEAF •' "' • • ' ' • •• RACEWAY' M eq q pt,'UMINUM EXTRUDED Prqfesslonaltmtftm &'MAGI ;TIG STIR ••• HSATER RACEWAY PRODUCI'RE Fss16anseno,:PE41961 •• ..: ••: •.• : : ..' P.N. 3048 as wm 1 fn VISRD Buildingycbdde with the Florida Acceptance No Z-0 / .. .• . . f3xp1 tion Date 0 '/8 . • - 7 DOOR GASKET " '.0�0 ' ' ' ' • �� By e 000 ISUA D ROME ERS•MAGNETIC STRIP Mt ctControt drawn by sta ARV AS NOTED GRAY PVC CPN 088 date 05/14/2012 ... . P.I,I., a7�... . \DETAIL y drawing no. V4,1 MrAlIF-M • . . . . . . . . 12-APC-01 ... . . . ••. • . sheet 3 o5 :\_MIDI-Projects\MIDisparate CAD�JWKnezevich\CAD2012N12-APC-01\RO-prg�12- -Ol 03.dwg,5/10/2012 5:04:45 PM,Ledger,1:l,www.MiDIsparate.com 69" 69" x tigg 54.25" S.7S„7.37.38" S.7S„ Z `— ,m I I ( 1 r Zo` c- -.075" STEEL ' ' °° _ w �a ! ` CHANNEL (TYP 2) ' vy�• m 1 f , OR CLOSER N Z•+ Y N I I I I (NON— Oa`O+ X FRP DOOR JAMB TRUCTURAL) M Ww Am V= 1 1 i i vt O � .t.01 .. 1 1 1 1 1 ! ! I .� v s V. F- 1 1 t l e O d M uJ M F F W MI I i l 12 ® X � I i i i f o OC �4' 1 I 11 7 1vi M M w m � � o��W I I 1 1 a IW °� w N FRP DOOR JAMB FRP DOOR JAMB V Z 8 DOOR PANEL WITH REINFORCEMENT 9 DOOR ELEVATION EXPOSED TO EXTERIOR 10 NOT USED Q m 3 a ;3 _ . ._0.. E 075 "U" CHANNEL (TYP 3 PCS.) RC iNTERIQR .075" STEEL HAT CHANNEL c� M cr -Q T----_--r— RC EXTERIOR .075" STEEL HAT CHANNEL &2--�SECTION THRU DOOR PANEL. C LES %9' _ '7' ------------ ------------ LL •• 00: .. J.W.Knezevich . • • •• • • • • • RUllUC:T IZEVISED ?ro 56 Nal K 419r •• •: : : : : 0•: •• AS COM Y'tlg With the Florida FL;I No.:PE 41963 ILL __ •• ••• •• • • •• FRP DOOR BuildingCodo __ bC INTERIOR CHANNEL FRAME (4 SIDES) Acceptance No —0 ; fixpi tion bate C, •�g ••• • ••• • • tl • • • • . • By • • • • • . • . 36" • • . • • • • • • 4„ Mfami Dade �-/r� 7/ • •• • • •• • • • Ct;on'tr0 drawn icak ARV AS NOTED • • • • • DC EXTERIOR CHANNEL °ae 05/'14/2012 DOOR LEAF SHOWING EXTERIOR CHANNEL aEINFORCEMEM �__ ; ; ; •;• ECTION THRU DOOR r'whisno. • . . • . • • 12-APC-01 sheet 40f 5 :LMIDI—Projects\MIDisparate_CAD\]WKneaevich\CAD2012\12-APC-01\RO-prg\12-APG-01_04.dwg,5/10/2012 5:03:53 PM,x,1:1,www.MIDIsparabe.00m 12.8b" i 8 2.5" Z 3.37" 7.75" 01 ... � -�' .35 > ~ _ »� O O UJ �Na N zo'pr r! ins o 0 , u«�LL .42, l 0 tA m � a �:�. �8H Z0O e ° °O O ^-- 5 -'k— — 1.33" V'p 3.69'® I ,uN5� —F-- - �I— wk r LaiLY � as�'[V LU Q rn Ws 14 DOOR LATCH{MASON MODEL#27C) O.T.S.A E CAM LOCK(MASON MODEL#1178P) &M�ALE CAM LOCK MASON MODEL#1168P) � a CS oo O � V Z 174\ �s � � S 3 a 1" X 18 GA GALVANIZED STEEL PLATE .75" SPOT WELDED TO LOCK 3/4"w X 18 GA. GALV. STEEL STRAPS SPOT WELDED TO LOCK H .� MALE LOCK 10.06" a� REF DETAIL 16 m an O fill I FEMALE LOCK REF DETAIL 15 PRODUCTREVIgED O 63 complying with the Florida � Building Code O Acceptance No/ OD O O � Exp' tion Date o 7 „• • N J.W.Knezevich • • • • • • • • • O �Y Professional Engineer • •• • • • • 000 •• O l Ct COttttn Fl license No.:PE 41961 00 0 0 00 3/4",k 3/4" AA8V STEA GALVANIZED+,••• • ••• • • SPOiS WELDED TO LOCK • • • • ••• • • • • • • lo ••• • s • ••• • NOTED date 05/14/2012 &WLE STRIKI�i1V/�TR�h MALE LOCK W TRAP&ANGLE DOOR HINGE (DENT MODEL#D696) raw 8 no. 1a 19 12-APC-01 ... . sheet 5 of 5 C:LMIDi_Prajects MlDisparate—CADVWKnezevich CAD2012\12-APC-01\R0-prg 12-APC-01 05.dwg,5/10/2612 5:03:44 PM,Ledger,1:1,www.MiDisperate.com