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WS-17-427O1�s Miami Shores Village �s> 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 LORiDp' Permit NO.1f VS-2-17-472 Permit Type: Windows/Shutters Per i t Work Classification: Door Replacement Permit Staters: APPROVED Issue Date: 2/2312017 I Expiration: 08/22/2017 Project Address Parcel Number Applicant 358 NE 100 Street 1132060135430 Miami Shores, FL Block: Lot: BEVERLY MUZII Owner Information Address Phone Cell BEVERLY MUZII 358 NE 100 ST MIAMI SHORES FL 33138-2421 Contractor(s) Phone Cell Phone FLORIDA SOLAR & AIR INC (305)428-2555 Type of Work: HURRICANE IMPACT DOOR REPLACEMENT No of Openings: 1 Additional Info: Classification: Residential Scanning: 3 Fees Due Amount CCF $1.20 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.40 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $126.20 Valuation: $ 1,500.00 Total Sq Feet: 0 Pay Date Pay Type Amt Paid Amt Due Invoice # WS-2-17-63048 02/23/2017 Check #: 4417 $ 76.20 $ 50.00 02/23/2017 Credit Card $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building CANcEtIrr 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, UMBING IQIENANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AVIT: a fy gat all the for going information is accurate and that all work will be done in compliance with all applicable laws regulating construc o an �oniylgl u r ore, I authoriz4 the above -named contractor to do the work stated. February 23, 2017 Autfiorized Signature: ner / Applicant / Contractor / Agent Date Building Dep t Copy February 23, 2017 1 Miami Shores Village - Building Department RECEIVED 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 FEB 2 301% Tel: (305) 795-2204 Fax: (305) 756-8972 ( INSPECTION LINE PHONE NUMBER: (305) 762-4949 20N ZA FBC Master Permit No.WSI y-12— BUILDING PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP DRAWINGS CONTRACTOR S� C,)C� S-}— JOB ADDRESS: <, City Miami Shores County' Miami Dade Zi : 3' Folio/Parcel#: Q(o U 1-b �ay3C Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: P✓ ./ `I' ��/PuQ✓y 1��1 Phone#: OWNER: Name (Fee Simple Titleholder): J Address: )DOr City: (Y) \ QM \ State: L' Zip: Tenant/Lessee Name: Phone#: Email: I 06 )-4P2 255t) CONTRACTOR: Company Name: F10►/�6011 fU lG� a Vl"' 1�, V Phone#: Address: 1i CAI m1/Iva VKQV aVV- VVq City: (�a 11,1 Y State: �f' — Zip: �U01 S Qualifier Name: Tl ��� ►LI-C-?((2 / ��f,f -��� Phone#: '31 State Certification or Registration #: DESIGNER: Architect/Engineer: �- Phone#: Address: City: State: Value of Work for this Permit: $ Square/Linear Footage of Work: ❑ Alteration ❑ New ❑ Repair/Replace El Demolition Type of Work: El Addition (� Description of Work: jA \j yy 1 cuy dQGy ✓� I �1 `� Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $_ Structural Reviews $ Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $ DBPR $ CO/CC $ Notary Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding £onnpany's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 be approved and a reinspection fee will be charged od Signature 0 ER or AGENT The foregoing instrument was acknowledged before me this V day of 7 Q , 20 17 , by who is personally known to me or who has or who has produced as identification and who did take an oath. NOTARY PUBLI Sign: ' ° = MY COMMISSION # FF 1099I a I .•- EXPIRES: May 12, 2018 Bonded Thru Notary Pubk Underwrtitem F,,jl(, h• Signature ,- CONTRACTOR The foregoing instrument was acknowledged before me this '2� day of S0 20 i by Avad-,(- % ffi(Z (J j�s personally known to me or who has produced _ identification and who did NOTARY PUBLIC: Sign: ...�'` Print: Seal: as TIMOTHY GALLIVAN MY COMMISSION # FF 109817 XFiRES: May 12, 2018 &, - ' -,: -^tary Pobk Ueden niters Va mil. ************************* ****** *********************************************************************** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 't �_ OFFICE OF THE PROPFRTY APPRAISER Summary Report Property Information Folio: 11-3206-013-5430 Property Address: 358 NE 100 ST Miami Shores, FL 33138-2421 Owner GREGORY MUZII &W BEVERLY G. Mailing Address 358 NE 100 ST MIAMI SHORES, FL 33138-2421 Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units Actual Area Living Area aSq.Ft Adjusted Area Lot Size Year Built 1939 Assessment Information Year 2016 2015 2014 Land Value $215,711 $207,224 $181,056 Building Value $145,794 $146,991 $144,355 XF Value $24,131 $16,981 $17,111 Market Value $385,636 $371,196 $342,522 Assessed Value 1 $260,113 $258,305 $256,255 Benefits Information Benefit Type 2016 2015 2014 Save Our Homes Cap Assessment Reduction $125,523 $112,891 $86,267 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 JNote: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 1534165342 MIAMI SHORES SEC 1 AMD PB 10-70 W1/2 OF LOT 4 & ALL OF LOT 5 BLK 40 LOT SIZE 75.000 X 115 Generated On : 1/10/2017 4x M, a Taxable Value Information 2016 2015 2014 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $210,113 $208,305 $ 006.255 School Board Exemption Value $25,0001 $25,000 $25,000 Taxable Value $235,113 $233,305 $231,255 City Exemption Value $50,000 $50,000 $50,000 [E_$206,255 Taxable Value $210,113 $208,305 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $210,1131 $208,305 $206,255 Sales Information Previous Sale Price OR Book -Page Qualification Description 05/01/2000 $215,000 19199-2898 Sales which are qualified 05/01/1986 $123,000 12888-1173 Sales which are qualified 04/01/1984 $105,000 12119-1081 Sales which are qualified 04/01/1973 $40,000 00000-00000 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: iu Number. 3052980745 Florida 'Solar A A9r, 11— �gD4524, St L13t3Si A5F E�3npC51A.1a [Gr''SZRz72 22922 Wirsmw`'P7nry. r Mirbtan., Fl, aM5 !Ph: atsa�) aso-mm.a.:,tsrn 3is:msn _- - 305-298-0746 305-298-0745 _ sotrso14 nho9ile: BeveriyMuzii PhoneA«1.' FL 33138 '" Miami Shores :, z'p Address. 358,NE100Th St r+ty Flttr;=da cur�orat or 10 Jan J Zo 17 by and aexween Flond9 5otar'& Aar anr., a TaS Sontraci is mtatWan, en a*ea: in-o ;bis _ r- or "ownur"�)- y ' Diroc3iaaz ara yrml?rorsaM amide. i0e stlding BV� '.. ay t^FSA',1, and awnenl'I starred abae of the res�anax'la�xd at the addr>✓ Iltsted �hava ["B� �ItveaQraWscd,p�ts �� nn Tcscrnen� he.Work: FSAagreesto, e-farm3hework,dessaibedasf0l'ons: �ogalden�fied�T 1 N0TE—_ Rktnaarfd'i� are gik_fy w be abrnzged_1 fa iGrencb dvca,'tlsrltnr+Se S) Remove Csi:WC* urd%s to be.repr d:l na do ble Treraeta doerst2w more a. neceaarry t4 receive:ra9fararnon. urd r r�tat'tato!¢ yr tett!taWga• 25 :Prepare openings ,L�xher Mason'rte MIr1MOdMrS: - CCI Rar€a -+ :LI'$8►Y.'InOE 4) DOOM. .install n ralTarga _ _11111111111 rttln11-111, e! � t?�liD lrorU•c �1J1QI =irtish dYhar ? unn; rrsturtelik ( ) te" In!T ,r � easenae'nc ;pF�ure�ndaslr' tpYficr 6r9tlS S'irrPle NlunP 2- LR 3 Ls C�tY ves tStAf MYw -- — Standard Cttorrl FA i AF x D x FA AF FIa(!E47 i I - I a — �� IDvdhle ;FrPntlja �Doots' 6ae�rtt� -etric —le lFioench (ipOR5 _ �f�� Gas 1Daoor Can g dH ( H LH I Corig Q i CtV QtY city city iltY INITM KM Glasfa N/A 1NITIAt HEtiE W- 5) work NU'( ao [be rePiwc4d: al l otherwrndovrs and doors INITIAL HERE? 0 en�tCcurii bfsrh. b) tf .applicable, �r.nmCving-.:°rutrtr panels, and/or y' 78 Specia I:insCucCiav: price freezethe Rest Of the (house:@S36,000forup to 2yrs $) Cleant+aJ�ob debts attcf yr�,rlde mecesaaly permits and Irlsrrartce. Should F5A Ibe unable to obtain proper pe'snars if°T yvflatever reason) prior to eorrrrreeneemrnt ,of any work, FSA shaft rvf=d ar`Y VT*4n Ipayrnem and tha.. `r n!, action ..hn'll'br. autnrraaticnny ca*ace'iled- 9) Additannal work �Nn finish++vnrk rsthcr sFrrn rnrmal ir:..ta'ilation fisin br.vartc uritessnotrd''t+rtrrrj 60=90 after oXecut4°n;ryf the Cr Tr= lrhe rnmerte the workwalhin ____--' day=150(03 fter the Cotnmemement ®ate, _r 00shall endeaverrtmctxrnplete atll vvoYta ereumdeT'aNttty'm— Irastel1ationdatescannW, be guaranUeed.as producclst avaslabifitb rraay wary 1500tyntraet prtcc: The TOTALPRnCE "cotall Labor a�nd'Af.:na`rrnis ax 9 0500 .n0 Down pavrnerat (30%,90wn) $ 1000 BaUmce payable 5 Gen pft1pV Customer understands *nW Paytnemt dire upan Zorn pleRl4n INETIAL'HERE �--- Finaalcinz, CJrcie one: lygs V, 'Nv1 of t' ner elects to aPOV for financing he above balance parable_ If yes as carclea see financing agreement and docurnen:. Receipt at f[naE Psymern ,itlrxa receiPi r+I final payrneM 1) the 3nspeCEatur will he coordinated; ZS J w60send Suter the ,Al sienGel can the forms a 6COPP of 3/ RSA will provide Owner a Firwl hNaiver and Relcnse of'Liaan, an Can_ tFiraa/ A':rldavit ry:ipv¢ner, •'asbsta y _ yr a:rviees, Kau may tenet 0& ^ugrlEttflnt by in �L'haD:1±r73,3. iR19'tp"al Staturr, ♦;•PaQeS.)' do rms warn ttregaods do:nat wantsFc 6oaaisor scrvhrs DUVER S �:TA&Kr TO CANCEL-'rHr3s b �s Iroeae raeittdtatlb tm�ma rby matt. 4hIs naticc "%1W U�tatc strac'yow pnwridtns tavritten raw to *be saner Bn persoa.'by lids .asnoaen6nt- if VOW yaneat ttbls a8rip�gtrar;rrt, �efarearildnItltoftlratlllydtautlnessday ew aitefyp°urrsellatlenforanettPlanatlotaoftlt7srIP,IIS. and must be deavarad tar .»w ant.rn oatrmens. See attached the setter. may not % a — — --- -- tN INITIYE55 WHEttEDF, the Parties hereto have executed t7l"as contract, under seal, as of the day and year far5: abovewritten, r5A Buyerlowner: Beverly'!Muzii Michael yy 9�!__ jNnmp .& Tato I viar-aturn a 1/10/2017 IUate7 f5?ar awre v` :ownefi Pharr .m AssaciaLan Name= Marne dDwncrs yE5( ) 140W) Building Name: STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION it .7 CONSTRUCTION INDUSTRY LICENSING: BOARD 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 MUSTELIER, ALEXANDER FLORIDA SOLAR &AIR, INC. 11912 MIRAMAR PARKWAY MIRAMAR FL 33025 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 from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can findmore information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives, (850) 487-1,395 " I , STATE, OF FLORIDA DEPARTMENT- OF BUSESS PROFEssibAL REGULATION AND CGC1523572 ISSUED., 08/28/2016 CERTIFIED GE f, ' - W,,RAL CONTRACTOR MUSTELIER,-ALE- NbtR,- FLORIDA SOLAFr& AIR..INC. 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! Expiration date . AUG31, 2018 L1608280003564 RICK SCOTT, GOVERNOR LICENSE NUMBER DETACH HERE KEN LAWSON, SECRETARY STATE, OF FLORIDA- DEPARTMENT OF BUSINESS AND- PROFESSIONAL REGULATION CONSTRUCTION. INDUSTRY LICENSING BOARD The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions, of Chapter,489° FS. Expiration, date.- AUG 31, 2018 MUSTELIER, ALEXANDER INC.FLORIDASOLAR &AIR,, C 11912 MIRAMAR PARKWAY: MIRAMAR 1. FL 33016 wUff --68-/2812016 -DISPLAYAS REOUIRED7BY'I:AW- SEQ 9 L1608280003564 GATE (MWDDNYYY) CERTIFICATE OF LIABILITY INSURANCE I DBN3H6 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE BOWER. TRIO 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 INSURERS). AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. EYPORTANT- If dw.cwbTm b holder Is en ADDITIONAL NSUIM, the poncypw) must be andorsed. If SUBRCOATION IS (MANED, eutr/ed to the tens ad conditions of the policy, oabin policies may rogWm an endomemant Asbbnlent On this ceANkaEs don not conhr dphts to the PRODUCER au. m.v..... AAlance Insurance Agency, Inc. P110 4444000- 2950 SW 27ih Ave SUlte 100 Coconut Grove, FL 33133 . Fax MS) 444-8020 Ar�01e Phone (305) 444-8000 . INSURED DI MMA: GRANA )A INSUEA Florida Solar S Air, I= IN B : VICTORIA SELECT .. I c: 1.19].2 M.himar_P# w(Ipt__ _ _ _ _. _. INsuRMO : Miramar. OL-33025 INSURER E fLORIliA=1tO0FtI��SRFIFICA'1E - __-•--- _. - wsuREIRF: COVERAGES utrcIIrlwa- cmumara THIS IS.TO CERTIEY 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 MAYBE 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 CLAUAS. TYPE OF INSURANCE POLICY N HER 04 06/15/20% 0511I S2017 S EACH OCCURRENCE s 1,OOD,000 A OG NEM UABLrtY COMMERCIAL GENERAL LIABILITY L7 ❑ CLAIWSMADE © OCCUR ❑ Y Y _. ... _ Q185FL00024856 PR uED ExP Any ane pennon s 100,000 s 5,000 PERSONAL s ADV INJURY s 1.000 000 GENERAL AGGREGATE S 2,000.000 PRODUCTS-COMPA�AGG $ 2,�.� OEMLAGGREGATELIMIT APpLIESPER: ❑i POLICY ❑ ❑ LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Es sociftV a S BODILY INJURY (Par person) S 100,000 El ANY AUTO ❑ ALL OWNED AUTOS SCHEDULED AUTOS Q HIRED AUTOS © NOW)WNEDAUTOS ❑ ❑ UMBfaeLIALlAB ❑OCCUR ❑ EXCESS LIAB CLAIM"ADE Y 8806399 - 12131/2015 12/31/2010 BODILY INJURY (Perscudeal s 300,000 PROPERTY DAMAGE (Perms) i 50,000 Comprehensive: $500 COE310n: $500 EACH OCCURRENCE S s 13,000 s AGGREGATE $ S ❑ DEDl1CT m S RETENTION yITORXERS COMPP]IS mom AND EM11tOVER1r LLIAABILITF - YIN. %=E'5'q%TpWRIjjW" (Mommory M NH) flyos_I nwF T�bdaw . NIA ._ ... ST E.L. EACH ACCIDENT S EL.DISEASE -EAEMPLOYE $ EL DISEASE -POLICY LIMB i DESCRIFIION OF OPERATIONS I LOCATIONS I VEHICLES (AOaoD ACXIRO 101, Addalonal Rrnsrea Selled1110. I mote speft iertgrrred) AC, ELECTRICAL SERVICES.:WINDON INSTALLATION AND GLAZING LICENSE NO. CGC1623672 (GENERAL CONTRACTOR) New Contract Number LICENSE NO. SCC131151052 (GLASS S GLAZING) LICENSE NO. EC13004514 (ELECTRICAL) LICENSE NO. CAC1816475 (AIR CONDITIONING) rtAsrrvrl I ATM M1aml Shores Village Bulking Departrnent 10050 NE 2nd Avenue Miami Rom Vrflage, FL 33138 SHOULD ANY OF TIE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPEtAT10N DATE THEREOF, NOTICE YNLL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESSNTATNE ®,jNMB_ mg ACORD CORPORATION. All rights Reserved. ACORD 25 (2008/0S) QF The ACORD Iwrne and IOW are 1`e91SWred marks of A%'vm+ DE (MMIODIY" �►V CERTIFICATE OF LIABILITY INSURANCE 07/27/16AT 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 have ADDITIONAL INSURED provisions or 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 endorsements . PRODUCER NAME: Aon Risk Services, Inc Of Florida FAX Aon Risk Services, Inc of Florida 1001 Brickeli Bay Drive, Suits #1100 A/C No Ext : 800-743-B130 (A/C. A!C No): 800-522-7514 Miami, FL 33131-4937 AoDREss: ADP.COLCenter on.com INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: Minot. Na4onai insurance Co 23817 INSURED INSURER B : ADP TotalSource CO XXI, Inc. 10200 Sunset Drive INSURER C : Miami, FL 33173 INSURER D : ALTERNATE EMPLOYER Florida Solar & Air Inc DBA Florida Solar & Air Inc INSURER E : 11912 Miramar Parkway INSURER F : Miramar. FL 33025 uaaaeo. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LI51tU tltLUvv nrvc occ,v �.,�. --• -- - - -- 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. LIMITSSHOWN ARE AS.RE-ODES I'ED. ADDL SUB R POLICY EFF POLICY EXP LIMITS INSR TYPE OF INSURANCE POLICY NUMBER MM/DD MWD LTR INSR—FIWVD COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED $ CLAIMS-MADE1-1 OCCUR PREMh3E�5 Ea Data �nce _ a�rr a $ GEN'L AGGREGATE LIMIT APPLIES PER: POLICY a PROJECT ❑ LOC AUTOMOBILE LIABILITY BODILY INJURY Per arson $ BODILY INJURY Per accident $ ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS HIRED NON -OWNED I I I I I PROPERTY DAMAGE Per accident $ t AUTOS ONLY AUTOS ONLY t UMBRELLA LIAR IJ OCCUR WORKERS COMPENSATION WC 1161139701 FL 07101/16 1 07/01/17 art�rvrc �• A AND EMPLOYERS' LIABILITY YIN E.L. EACH ACCIDENT $ ANY PROPRIETORMARTNERIEXECUTiVE INIAJ OFFICERIMEMBER EXCLUDED?E.L. DISEASE - EA EMPLOYEE $ (Mandatory in NH) if ves. describe antler E.L. DISEASE -POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached 9 more space is required) All worksite employees working for FLORIDA SOLAR & AIR INC DBA FLORIDA SOLAR & AIR INC, paid under ADP TOTALSOURCE, INC.'s payroll, are covered under the above stated policy. FLORIDA SOLAR & AIR INC DBA FLORIDA SOLAR & AIR INC is an aftemate employer under this policy. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE: ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Avenue Miami Shore Village, FL 33136 AUTHORIZED REPRESENTATIVE 0a �bx Ct3/1%' r QltL'4 tr3 d« U 1988.2015 ACORD CORPORATION. All rights resery ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD DBA: Business Name: FLORIDA SOLAR & AIR INC Owner Name: MUSTELIER, ALEXANDER Business Location: 11912 MIRAMAR PARKWAY MIRAMAR Business Phone:305-428-2555 Receipt #47 :GENE AL CONTRACTOR Business Type: CONTRACTOR) Business Opened:09/30/2015 State/Cou ntyiCert/Reg:CGC 152 3572 Exemption Code: Rooms Seats Employees Machines Professionals 1 For Vending Business Onfy Numhar of M�nhinno. Tax Amount Transfer Fee NSF Fee Penalty res#umu type. Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.0 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 i non -regulatory in nature. You must meet all County and/or Municipality plannini WHEN VALIDATED and Zoning requirements. This Business Tax Receipt must be transferred whe the business is sold, business name has changed or you have moved th, business location. This receipt does not indicate that the business is legal or the it is in compliance with State or local laws and regulations. Mailing Address: FLORIDA SOLAR & AIR INC 11912 MIRAMAR PARKWAY MIRAMAR, FL 33025 Receipt #OIA-15-00008367 Paid 09/29/2016 27.00 Job Description: 1 Door Replacement - 1 Opening J S I PERMIT : Milpmi Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT TO COt PUANCE ALL FEDERAL STATE AND COU TY RULES AND REGI It A$ c 1. 6 Panel Solid Door 1• Masonite 33" x 81" 70/70 FL 4334.1 • • • • • • • • • Garage • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• ••• • .. .. T' m .. rT1 •.. ... ca C") m_ Gregory Muzii C • • • • • • • 358 NE 100 ST o m • • • • • • • • • Miami Shores, FL 33138 v • •• •• • • • •• •• ••• • • • ••• • • 5 n a 5 n 4 5 P := q h • (GCp V (mph) 175 1620 FBC for I IV] IZ, or Fig. 265-1a Ris1: Category II '1W& 1.5-I, page 2 re I Earn ) Smile. 26.7 Kd 0.85 ]'able 266-I, peg. 250 Kzt 1 Figure 26.8-I, page 252 (iC'pi 0.18 -0.I8 035 pitch "1".4 3/12 14.0 d.gre.e theta 14.0 degree Specialty Engineering Consultants, Inc. 1599 SW 30 Avenue, Suite #20 Boynton Beach, FL 334326 FL. CA # 009217 10.0 If 15.0 sf 200 of 25 0 sf Mean R-f I lei ht Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 4&6 48.6 47.1 47.1 46.5 46.5 46.0 46.0 15 -52.7 -65.1 -51.2 -62.3 -50.7 -61.4 -50.3 -60.5 49.2 49.2 47.6 47.6 47.1 47.1 46.6 46.6 16 -53.3 -65.8 -51.8 -63.0 -51.3 -62.1 -50.8 -61.1 49.7 49.7 48A 48.1 47.6 47.6 47.0 47.0 17 -53.9 -66.5 -52.4 -63.7 -51.9 -62.7 -51A -61.8 50.2 50.2 4&6 48.6 48.0 48.0 47.5 47.5 18 -54.4 -67.2 -52.9 -64.3 -52.4 -63.4 -51.9 -62.4 50.6 50.6 49.0 49.0 48.5 48.5 48.0 48.0 19 -54.9 -67.8 -53.4 -64.9 -52.9 -64.0 -52.4 -63.0 51A 51A 49.5 49.5 48.9 48.9 48A 48.4 20 -55.4 -68A -53.9 -65.5 -53.4 -64 5 -52.8 -63.6 51.5 51.5 49.9 49.9 49.4 49.4 48.8 48.8 21 -55.9 -69.0 -54.3 -66.1 -53.8 -65.1 -53.3 1 -64.1 52.0 52.0 50.3 50.3 49.8 49.8 49.2 49.2 22 -56.4 -69.6 -54.8 -66.6 -54.2 -65 6 -53.7 -64.6 52A 52.4 50.7 50.7 50.1 50.1 49.6 49.6 23 -56.8 -70.1 -55.2 -67.1 -54.7 -66.1 -54.1 -65.1 52.7 52.7 51.1 51.1 50.5 50.5 50.0 50.0 24 -57.2 -70.6 -55.6 -67.6 -55.1 -66.6 -54.5 -65,6 53.1 53.1 51 A 51A 50.9 50.9 50.3 50.3 25 -57.6 -71.1 -5&0 -68.1 -55.5 -67.1 -54.9 -66.1 53.5 53.5 51.8 51.8 51.2 51.2 50.7 50.7 26 -5&0 -71.6 -56A -68.6 -55.8 -67.5 -55.3 -66.5 53.8 53.8 52.1 52A 51.6 51.6 51.0 51.0 27 -58.4 -72.1 -56.8 -690 -56.2 -68.0 -55.7 -67.0 54.2 54.2 52.5 52.5 0 P 6100 0 5A9 0 51.9 51430 28 -58.8 -72.5 -57.1 -69. -56.6• • 4 • •56. 17.4 54.5 545 52.8 52.8 • 52i• • 53e2 • 05 Ls• 51% 29 -59.1 -73.0 -57.5 -69.9 - 6 • • - 8 • �56. - 7 • 54.8 54.8 53.1 53.1 52.5 52.5 51.9 51.9 30 -59.5 -73A -57.8 -70.3 -57.3 -69.2 -56.7 -68.2 • ••• • ••• ••• • . .. . . . • . . . ... . ... . . . .... ....... . . ..... . .. . . ...... . .... .... . . .... . Wind Velocites in South Florida Dads Bromard Palm Wach Risk Cm.1 165 156 156 Low riJ: w hwtuvu frenns >ti Yla Riak Cat, 2 175 170 I711 Sin le F. .1 RcuJ.nces Risk,CW. 3&4 186 1811 I811 E-ntial Paciliti.s 45.5 45.5 45.0 45.0 44.5 44.5 440 44.0 43.5 43.5 -49.8 -59.5 1 -49.3 -58.6 1 -48.8 -57.7 -48.3 -56.7 -47.8 -55.8 46.0 46.0 45.5 45.5 45.0 45.0 44.5 44.5 43.9 43.9 -50.3 -60.2 49.8 -59.3 -49.3 -58.3 4&8 -57.4 48.3 -56A 46.5 46.5 46.0 46.0 45.5 45.5 44.9 44.9 44.4 44A -50.9 -60.8 -50.4 -59.9 -49.8 .58.9 -49.3 -58.0 -48.8 -57.0 47.0 47.0 46.5 46.5 45.9 45.9 45.4 45.4 44.9 44.9 -51A -61.4 -50.9 -60.5 -50.3 -59.5 -49.8 -58.6 -49.3 -57.6 47.4 47.4 46.9 46.9 46.4 46.4 45.8 45.8 45.3 45.3 -51.8 -62.0 -51.3 -61.1 -50.8 -60.1 -50.3 -59.1 -49.8 -58.2 47.9 47.9 47.3 47.3 4&8 46.8 46.2 46.2 45.7 45.7 -52.3 -62.6 1 -51.8 -61.6 -51.3 -60.6 -50.8 -59.7 -50.2 -58.7 48.3 48.3 47.7 47.7 47.2 47.2 46.6 46.6 46.1 46.1 -52.8 -63.1 -52.2 -62.1 -51.7 -61.1 -51.2 -60.2 -50.7 -59.2 48.7 48.7 48.1 48.1 47.6 47.6 47.0 47.0 46.5 46.5 -53.2 -63.6 -52.7 -62.6 -52.1 1 -61.6 -51.6 -60.7 -51A -59.7 49.0 49.0 48.5 4&5 47.9 47.9 47A 47.4 46.8 46.8 -53.6 -64.1 -53.1 -63.1 -52.5 -62.1 -52.0 -61.1 -51.5 -60.1 49.4 49.4 48.8 48.8 48.3 48.3 47.7 47.7 47.2 47.2 -54.0 -64.6 1 -53.5 -63.6 -52.9 -62.6 -52.4 -61.6 -51.9 -60.6 49.7 49.7 49.2 49.2 48.6 48.6 48.1 48.1 47.5 47.5 -54A -65.1 -53.8 -64.0 -53.3 -63.0 -52.8 -62.0 -52.2 -61.0 50A 50.1 49.5 49.5 49.0 49.0 48.4 48.4 47.8 47.8 -54.8 -65.5 -54.2 -64.5 -53.7 -63.5 -53.1 -62A -52.6 -61.4 50.4 50A 49.8 49.8 49.3 49.3 48.7 48.7 48A 48.1 -55.1 -65.9 -54.6 -64.9 -54.0 -63.9 -53.5 -62.9 -52.9 -61.8 50.7 50.7 50.2 50.2 49.6 49.6 49.0 49.0 48.4 48.4 -55.5 -66.3 -54.9 -65.3 -54.4 -64.3 -53.8 -63.2 -53.3 -62.2 51.0 51.0 %5 50.5 49.9 49.9 49.3 49.3 48.7 48.7 -55.8 -66.8 -55.3 -65.7 -54.7 -64.7 -54.1 -63.6 -53.6 -62.6 51.3 51.3 %8 50.8 50.2 50.2 49.6 49.6 49.0 49.0 -56.1 -6Z1 -55.6 -66.1 -55.0 -65.1 -54.5 -64 0 -53 9 -63 0 42.9 42.9 42.4 42.4 47.3 -54.9 -46.8 -54.0 43A 43A 42.9 42.9 4Z8 -55.5 -47.3 -54.6 43.9 43.9 43.4 43.4 -48.3 -56.1 -47.8 -55.1 44.3 44.3 43.8 43.8 -48.8 -56.7 -48.3 -55.7 44.7 44.7 44.2 44.2 49.3 -57.2 -48.8 -56.2 45A 45A 44.6 44.6 -49.7 -57.7 -49.2 -56.7 45.5 45.5 45.0 45.0 -50.1 -58.2 -49.6 -57.2 45.9 45.9 45.4 45.4 -50.5 -58.7 -50.0 -57.7 46.3 46.3 45.7 45.7 -50.9 -59.1 -50A -58.1 46.6 46.6 46.0 46.0 -51.3 -59.6 -50.8 -58.6 46.9 46.9 46.4 46.4 -51.7 -60.0 -51.1 -59.0 47.3 47.3 46.7 46.7 -52.0 -60 4 -51.5 -59.4 47.6 47.6 47.0 47.0 -52A -60.1011-311111 try8 47.9 A .� �/ 47.3I1 r1 � . `M8.4 i 48.4 47.9 . • �� = �53 -61.9N 0 -5 -6 .9 • i Q ; ST Horida Building Code Online Page I of 3 ��+r BCIS Home Log In User Registration Hot Topics Submit Surcharge Stars &Facts i, {i}o�r•,..rtrl+((efr..* es Et/ i4yF]i I $�prodiuctApproval •'Y:y:..fr3SER: Public User tt t{t{^^�� ion. leg "�irwJNNAEi'w�06WcYJ product Approval Menu > P.oduct or Aonlicatlon Search > Application Lis[ > .application Detail 'I WO q ` Publications FBC Staff BCIS Site Map Links ' Search FL # FL4334-R9 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived .,.� Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 (615)441-4258 sschreiber@masonite.com Authorized Signature Steve Schreiber ssch reiber@masonite.corn Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies • • •••• •••••• Compliance Method Certification Mark or Listing • • • • • • • • • • • • • • • •••••• • •• •••••• Certification Agency National Accreditation & Management institute 0 • • Validated By • • National Accreditation & Management institute • 000000 • • • • • • • • • • • • • •• ••••• • •••••••• • • •••• •• • • • • • •• •• •• •• •••••• Referenced Standard and Year (of St �t�l_tL)s1fS� • • • iYFiiC • •andard) • TAS201 1914 • • •••• :• TAS 202 1 • • • • • 044 • TAS 203 • l99a • • • • • • • • Equivalence of Product Standards • • Certified By Product Approval Method Method i Option A. Date Submitted 06/01/2015 Date Validated 06/03/2015 Date Pending FBC Approval Date Approved 06/06/2C115 littpa://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE`tJXQwtDgttSMGyvgTun... 2/29/20 i 6 Florida Building; Code Online Page 2 of 3 summary of EL sx Model, Number or Name Description 4334.1 Fiberglass Side -hinged Door Units 6'-8° Opaque I/S and O/S Single Door I Impact Rated Limits of Use Approved for use in HVHZ: Yes Approved for use outside IIVHZ: Yes Impact Resistant: Yes Design Pressure: +70.0/-70.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG- MA-FI-0120-05 for additional information. Certification Agency Certificate FE 4+34 R9 C CAC N1005930.01.POF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions L-4-33-4 R9-I; ----------1=1..012G_�i if - ------- Verified By: National Accreditation &. Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Yes 4334.2 Fiberglass Side -hinged Door Units - 8'-0" Opaque I/5 and O/S Single Door Impact Rated Limits of Use Approved for use in HVIiZ: Yes Approved for use outside IiVHZ: Yes Impact Resistant: Yes Design Pressure: +70.0/-70.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-0" x 8'-0" max nominal size. Hurricane protective systern is NOT required. See anchor detail DWG-MA-FI-0121-05 for additional information. Certification Agency Certificate 30.02_PDF_ Quallty Assurance Contract Expiration Date 02/28/2021 Installation Instructions F! 4�3a R:) Ii FL0121 �dF - ---- ------------------_- Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports EL=F3?4_R9 Ak_ 4 t3.Ct Created by Independent Third Party: Yes 4334.3 Fiberglass Side -hinged Door Units 8'-0" Opaque O/S Door w/ or w/o Sidelites Impact Rated Limits of Use ,approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 1:2'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FL0121- 05 for additional information. Certification Agency Certificate Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions F_13 91 FL0121_af Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports • • • • • • iLt3 4�99 A_E--501Bp)lf • • •••• •••••• Created by Independent Third Ye: • •••••• • •• •••••• 4334.4 Fiberglass Side -hinged Door Units - 8'-0" Opaque I/S Door w/ or w/o 5i�%I; es • • • Impact Rated • _ • ! • _ _ • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.5/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FL0121- 05 for additional information. Certification Agency Certfficat w• • • • ',_,13 34 Ry C to+C NI00""',`i.A�. Gl • • • • Quality Assurance Contract 8l ibirilttort Date • • • • 02/ 28120'_ 1 000000 • Installation Instructions I_L1W." R1 LULii1ZLvdf • • �•••�• Verified By: National Accreditation & Wnagerneot Institute Created by Independent Third Mg vA 9 • • • • Evaluation Reports • • Created by Independent Third Party: Yes 4334.5 Fiberglass Side -hinged Door Units - 6'-8" Opaque O/S Door w/ or w/o Sidelites Impact Rated Limits of Use Approved for use in HVHZ: Yes Approved for use outside; HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/- 50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Certification Agency Certificate 1:14334 fig it.I" NIQ., 93ti.fl %Df Quality Assurance Contract Expiration Date 02/28/:2021 Installation Instructions Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports littps://www.tloridabuilding.ora/pr/pr_app_dtl.asps.?param=wCiEVXQwtDgttSMGyvgTLin... 2/29/2016 Florida Building Code Online page 3 of 3 Structures, does not exceed the design pressures listed. FIA11139__nE_ OZlBmp_dj 12'-0" r. 6`-8" max nominal size. Hurricane protective. Created by Independent Third Party: Yes system is NOT required. See anchor detail DWG-MA,.FLO120- 05 for additional information. 4334.6 Fiberglass Side -hinged Door Units �P,' 8" Opaque IJS Door w/ or w/o Sidelites Impact Rated Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.5/-50.1 Otlzen Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-.0" x 6`-8" max nominal size. Hurricane protective system is NOT required. See anchor. detail DWG-MA-FL0120- 05 for additional information. Certification Agency Certificate Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions F'4__.4__R3_I _HI_-0I2t__p_ f Verified BY: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Yes 4334.7 Fiberglass Side -hinged Door Units - 8'-0" Glazed I/S and O/S Door w/ or w/o Sidelites Impact Rated Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impart Resistant: Yes Design Pressure: +50.0/-50.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLOI.23- 05 for additional information. Certification Agency Certificate Quality Assurance Contract Expiration Bate 02/28/2021 Installation Instructions FI.LD4_ i? 4 I I I:I _Q:L 73,pdf Verified By: National Accreditation u Management Inssttute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Yes 4334.8 Fiberglass Side -hinged Door Units - 6'-8" Glazed I/S and O/S Door w/ or w/o Sidelites Impact Rated Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHEZ: Yes Impart Resistant: Yes Design Pressure: +60.0/-60.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA.-FLO122- 05 for additional information. Certification Agency Certificate F14=34 R4 C_ Cf C N;:QC} 43J.01 F'14F Quality assurance Contract Expiration Date 02/28/2021 Installation Instructions jl 4 i,3:} R9 Ir, I::�.ucif Verified By: National Accreditation u. Management Institute Created by Independent Third Party: Evaluation Reports • 0690 • Created by Independent Third Pay�l!YEj • • • •••• r,ack Nex: • • •• • • - • • • • • • • • • Contact Us :: 1940 forth Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 • • • • • • • • The State of Florida Is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: •: Refund Statement Under Florida law, email addresses are public records. If you do not ward your e-mail address released in response to a public -records request, `"t6.4*4 electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please r1pntact 850.487.1395.E Pursuant to Section 455.2750), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the•Depar+me•t with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are pot*c recwd. If you 4)o* wish•o supply a persona; address, please provide the Department with an email address which can be made available to the public. To determine if you ale a ticenwe rider Chapter 455, F.S., please click here . • • P��� ryyorrduct ApproirM Accepts: ED W..Cur"VX, 1'tml littps://www.fioridabuilding.org/pr/pr_app_dtl.aspx?param=wC3EVXQwtDgtt:SNIGyvgTun... 2/29/ 016 Luis P. Lomas P. E. • 233WMain St Manufacturer: Masonite Danville. VA 24541 Report*: 504B 434-688-0609 Date: 05/2112015 rllor_ra._ .- Irtornase.com Product: Single Door 3'x6'8" ScO-r�. This analysis provides calculations, quantities, and spacing requirements for installing p;odurt to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida F.35uildinc Code. Drawings vitrification: This analysis verifies anchoring for the following drawings: MG-MA-FL0120-05 DWG-MA-FLO130-05 DWG-MA-FLO'l53-06 DWG-PdiA-FLO168-07 DWG4MA,-FL0122-05 DWG-MA-FL0132-05 DWG-MA-FL0155-06 1YvVG-MA-FL0170-07 DWG-MA-FLO124-05 DWG-MA-FLO134-05 DWG-PAA-FL0156-06 DWG -MA: FL0172-07 MG-MA-FL0126-05 DWG-MA-FLO140-05 DWG-MA-FL0160-07 DWG-MA-FL0174-07 DWG-MA-FL0128-05 DWG-MA-E1-0151-06 DWG-MA-FLO'l62-07 DWG-MA-FL0175-07 Anti op,.i to be qualified: 1. #10 Wood screw, for installation in wood frarne substrates. 2. 1/4" Tapcon, for masonry installation Arlrrhor rapacity it) sfrear• condition: ,solid members w/ a w/out yap: Fastener type: &10 wood screw (t•IDS 2012, TP.12) Gap: g: 0.0000 in Pool diameter: Dr: 0.152 in Mamenl arm: 0.0000 in Minimum required penetration: p: !.140 in Screw bending yield strength: Fyb = 80,000 psi Side member: Douglas Fir -Larch Main member: spruce -Fine -Fir Side- member thickness: 1.000 in Main member thickness: t'T = 1.500 in Side member dowel bearing strength: F„ = 4,650 psi Mom member dowel bearing strength F_ = 3,350 psi Side member dowel bearing iength: , = 1 000 in Pi member dowel bearing length: Im = 1.140 in Mode I Mode I, Mode iI Mode III, Mode ITI, Mode IV ym = 509.2 lbs/in qs =- 707 ibs/in A: 0.0008 A.: 0.00120 A: 0,001340,00134 A. 0.001691.? P= 580.5Ibs Pc 707 lbs B: 1.07 8: 0.57 B'. 0.5 B: 0000 Ko = 2.200 K, = 2.200 C.-342.139 C':-212.263 223.524 C: -93.6 Z., 264 lbs .- 321 ibs P = 265 ibs Ms : 46.8 in-ibs Mna = 46.8 in-lbs Ko = 2.2 P = 246 lbs P = 263 Ibs P = 235 lbs Min. Design value: 7= 107 lbs Z= 120 lbs Kp = ".2 Yo = 2.2 Kp = 2.2 Duration Factor: Cp = 11.6 Z.. 112 Ibs 7.= 119 lbs Z= 107 lbs Allownble Design Vrlue (ZC,): z 171 Ibs/onchor Fastener type: 1/4" ITW Tapcon N.O.A 12-0816.06 Substrate: i•tallow block Minimum embedment: 1.25 in Edge distance: 4,00 in Tobukited shear design value_: Z = 202 lbs Edge distance: 2.00 in Tabulated shear design raiue'. Z : 161 lbs Actual edge distance: 2.50 in RbdLiCtOn factor: 0.85 • • • • Spacing: 4.00 in Tabulated shear design value. Z = 202 Its • • 9 • • •••• •••••• • • 7- Spacing: .00 inTabulcted shear design •raiue: Z = 166 Ibs • • •• • • • • • Actual spacing: 3.00 in Reduction factor: 0.91 • • • • •••••• • •• •••••• Allowable Design Value lZfaN) 7. 156 Ibs/anchor • • Minimum anchor capacity; 156 IEsJanchor • • Mote: Anchors with the least capacity is used far calculations to qualify anchors with higher capacity. • • • • •• • ••••• •••• • Anchor calculafir�n._a minimum re �ufrecl anchors• • 36.38 Design preSSure: 85.0 psf • • : • • � • • • i 0000,11 Max. Attthat' • Area Lead ........ --� -• - ii • • ,Aim Zone Z Ind. (in) 0. C. lag,. i��i� •1 pvsult • A2 J Azl '9.25 (ft) (lbs) QiY •1 • • • • • • • • (in) (lbs) (lbs) j • • • • • • Al 3 Ai 2.3 195 P•1/A N/A 156 2 9° • 05 • • • • " A2 7.7 656 6.00 1B.00 156 5 • t31 •i C3K • • • • • p •• TAT O Z O 0NA Luis R. Lomas P.E. FL No.: 62514 1 of 2 5/2812015 x 2mu zmWMainm Manufadvrer:mason�te Danville, VA 2454/ nepu #: 504B Anchor Locations: °°°°°° ° NCITICE OF PRODUCT CERTIFICATION Company- Masonite International Corporation Certification No.: N1005930.01 1955 Powis Road Certification ':Bate: 02/1711.005 West Chicago, IL 60185 Expiration Date: 0Z/'28/2021 Revision Date- 02/2012015 Product: fiberglass Impact hated Opaque IEtswing or €Batswing Door w/ and w/o Sidelites (w/Wood Frame unless noted) Specification: TAS 201/202/203-94/AST.M E330 The "Notice of Product Certification" is only valid if the NAMI Certification Labe' has been applied to the product as described within this document. The certification label represents product conformity to the applicable specii=catior and that all certification criteria has been satisfied. This product has been approved for listing within NA_MII's Certified Product Listin.2 at NAMI's Certiffication Program. is accredited b y "€ he American National Standards Institute (ANSI). Inswing Glazed IBesilyn Water Missile Test Deport Number CoFEfl-oler'utiti or ? or i5 n iEe3EFEf3 I�ressE3E'@ Test i �i3tpisit Drawing Number & outswing €1 Da, ne Size PosfNe Pressure Rated; Comments X 1/S Opaque 3'0" x 6'8•- 70/-70 2.86 psf Yes ! NCT;_,-210-33 i 132-1 Single I i i Maximum Panel Size: 3'0- x G'S .... - . ................................... - = Anchor Detail-MA-FL0120-05 .. X.OiS opaque '_ {' x 6', 70/-7C iL'.5 { f Yes PJC'TL-21C-3i02-1 Sin. -le= "iaxsmum Panel Size: 3'0" x 6'8" I i I Anchor nor Dei=il-Pd;A-FL0120-0 XX [/S Opaque 5 0" x 6'8" +SO.SI->C.> i 2.86 psf Yes I.. NCTL-210-3105-1 Double ! Maxinurn? Panel Size: 3'0" x 6'S•. Anchor Detail-MA-FL0120-05 XX %/S Opaque 6'0" x 6'," +55/-50.5 6.0 psJ Yes = NCTL-210-3105.1 Double i 8.25 psf* i Maximum Panel Size 3'ii' x 6'8•- i i i Anchor Detail-MA-171-0i20-05 XO/OX i I/S 1 v`pa;ue Door 6'0" x 5'i; +50.5/.-SC.S I 2.86 psi' Door -Yes Nt TL-210-3105-1 Single W/Sidelite Glazed Sideiite i Sidelite- i'es i Maxiuiunr Panel Size: 3'0..x 6'8" ! Anchor Detag-M A-FL0120-05 XO/OX O.S Opaque Door 6TO" ._ 6'., 55/-50.5 6.0 psf/ i Door -Yes NCTL 210-3105•.1 Sins is w/S:db:litas Glazed Sidelite 825 psi* Sitieliit Yes i Maxirru:n Parsec Size: 3'0" x 6'8" - Anchor Detail-MA-FLO120-05 OX ? I/S Opaque Door i 9'0" x 6'8" T50.5/-50.5 2.86 psf Door -Yes i NCTL-21C-3105-1 Sinale w:<<Sidel;=.es Glazed Side.';ites Sidelites-Ycs ! Maximum Panel Size: 3'0` x 6'8" 1 Anchor Detail-MA-1`1_0120-05 OX) O/S ? Opaque Door 9'0" x 6'8" -55/-50 5 6.0 psf/ ! Door -Yes i NCTL-210-3145-1 Single n/„idelaes ! Glared Sidelites 1 5.25 psf' i Sir,'elites-Yes Maximum Panel Size. 3'0" x 6'S" . . . . . . . . . i Anchor Detail-Nrtl-FL0120 35 OXX:: I/S • •. C>�agie . ctiis ... I . 12'4" x 6'8-' —50.5/-50.5 2.86 psf Door, -,-Yes NCTL210-3105-1 Double w,''Sidelites i � SiiK nos • • • Sidelites-Yes Maximum Panel Size: 3'0" x 6'8" E Anchor Detail-MA-FL012(P-CS {s Yt� �,. O/S i Opaque uc i;ou s ---- ;2 4 x b'R"' as/->C.5 6 0 psf,•' t) ors Y s NCTL2�10-3105-1 rourEe a%Sidelites I G azPd Si �eliles s �• 6 ••?. • 8 p i st Sid Y st s e Maxin um Panel Size: 3'0" x 6'[� • }.•• • • • r • • .senor Detail-n9A-FL0120-05 *HighDantThrishold •• i • �• •• • .Y : i National AccAtilitatb n & In ./47£14 George Washington Memorial Highway/FIayes, VA 2307*1 Tel: (804) 6I4- s124 Fax; (8043 654a5122 6. NAI�11 AUTHORIZED SIGNATURE:. — - . ... • . . . . . . ..... . . ... . ... . . . .... . 149` UAX. OVEPAL €RAL4E WIDTH 20.5" MAX 35.375' MAX. t L" 4URRICANE BELLEVILLE RSERGLfiSS DOOR UNIT � - D.L.O. PANEL WIDTH 37.5' MAX. '- FRAME WIDTH S'-8°' DOUBLE DOOR WITH 1 WITHOUT HOUT SIDELITES KI ASTRAGAL c� 111 O I Ell m. El ' I L E.VALU' ATED. FOR USE IN L- i'ON ADHERING TO � �-' THE. FL,ORIOA BUILDING CODE AND WHERE PRESSURE �� I I� ! E ! �j � t REQUIREMENTS A --DETERMINED BY PSCE 7, MKIMUM ro ! ! I !! DES;GNd LOADS FOR ISUILD!NGS AND OTHER STRUCTURES. � � ! � 1 i � II � ti3 ^ LVs I DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2 THIS PRODUCT DOES, NOT REOJRf,: THE US- OF P HURRICME PROTECTIVE DEVICE (SHUTTERS). n i 3. POLYURETHANE COPE FLAME SPREAD INDEX OF 50 ram€ sa� AND SMOKE DEVELOPED INDEX OF 60 PER ASTRI EA4. R. PLASTICS TESTIN OF FIBERGLASS FACING: �I i III Ll TEST DESCRIPTION. DESIGNATIONRESULTp! ! I i ". S y1C :C (! 11 !� �! �..�b I ° GOMPARA,WE TENSILE, STRENGTH AFTER WEATHERING ^'I 0 4500 HOURS XENONARCMETHOD 9 o NII ! DOUBLE DOOR UNIT WISID0ITES r- e ziz�� ! wI� Q ui t E,Ji ° ® f - - - j 3.3 ICI kknn! I i Q I ii I i �a a aia �i 9 ! I i osz OI;J } ® I 00: �a� . I no Edo o yt�6 w u7il Ji � ! I 1 !j{ I I 1 � I !, i 1 3 7p I0 �` w ;A¢� yet' p@j�°{I�00 p��gg pp�p'9jgE � � `!�•�� S�9 L.L ! A GlI SINGLE ODOR UNIT ^OIt I r I r r!r •A • I • • • r I SINGLE 000 UN fS -I c r r c i. sty • ••• •SiNI,L_ k:OR UNtT j IDc_FiE_ OOv$ F E100R UNIT WI iDEd!TF' 3 • ct t • • • • ii7TH S£.f72 II+ w z z n � Ia+m 2%1T 05 TABLE OF CONTENTS" t Y •3CALE. N.T.S. SKEET ' --DESCRIPTION--.----�� • •a> �iI': SW5 TYPICAL Elt-VATIONS do GENIEM- NOTES- • • 2 ANCHOR LOCATIONS & RETAILS • II • KURT I%ALIHAZ.OR 3 !ANCHORING LOCATIONS 9L.,D�TAI? -� I • It+ORIC�A P.E. �- 1i16"i-31A-FLOI<^:S-05i °High Dam T^.rx��h^Id resign a5533 � __. S.KXT....=. fl_j - --------------------- .-J_ SELF IGNRR7N Aa'T4t DIS24 752 'F > 650 'F -�_MP RATE OF BURNING ASTM Do35 0.55 !?t M!N fC-7 SIAOKE 0£N5!iY ASTM UZB4: 153.4X 7ENSIL� SIRL'dGTH° hSTM D�53& 3.2Y. DIFE ..�J WHERE WATER � LT , I N �rcF RMANCE iS T:ESh?N PRESSURE RATINv^ REQUIRED TO FIE 4S� or DESIGN PRESSURE CONFlG MAXFAA% iilDT;; _ - INSWING � Oi1TSYiING IPdSWiPiG G.dTSiVING OUTSWING' ;* • • i7.5 • +7(7!U +;0.0 +T9.0 -.14.0 +70.0 -70.0 +70.� -70.0 rX 74' + -SD.S .+?9.0 -t9.0 +40.On�-40.0 t55.0 -50.5 + ...� .w.5. T55 0 -50 5 +99 0 43.0 +4D.0 -40.t5 + a.0 -SOA +55 0 t`$� :S.O t.+�tt).;� -.40.0 I -+ S.O -50.5 —. C1�-- y 749 • +5016 50.5 +5o.D t4'uA +55.0 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE DETAX `C- s' SEE DETIaL 3- 3" -£- � � }-} 33' Il II i l � i � (�� 6- J ---t A 9 I C) 3" io III ! 10 3' "i 3. Ii 3�= I. 3" �n SEE DETAAL 1 "x- #B x 2--1/2" C) 5- iE£ DETAIL 'C' a' U i LLE<Lj Lj � ASTRAGAL RETAINER SOLT HOLE Ll U i r /MUST BE DRILLED THROUGHvv,; 'az „#` 10 x Z"vil X THE T� Ir^�'.ESFiOLC, & INTO THE iulw'sa Z c F x d—'r; 2:r STRUCTURE DEEP ENOUGH I v S. fi 1 G x S/8." f)cT4i_ "€" AaTRA Al. ATTACH ASTRAGAL RETAINER BOLT FORA ?.�7a' THROW xco #8 x 2--1 /2 # 10 x I" STRIKE PLATE M FRAME DETAIL "i " ASTRAGAL o cc o - In %n # 10 x 5/8 a AS SHOWN• u: a, ` �:129' A1adEn:.E4 bCCAHA'!!11 M1St:R'? oftoo,AA �1 o.oec'+�c Iec r^T • r••• • i i i i i - • 0.124' AM LED .0124' 1W. I DETAIL "D" • TYP.• • • • • 1,, wlr� U z t *69 DLLyfiFiUi1 tY.2 lflli!'i SPACER -. 00 X 1-9/2' P7L twt: 2117 J WIN 834� N.T.S. 1 Q3S2 • • • • • - • • • • C4yV ®32 r ON £CUFA pyk'M --- ; • • • 1 RS. • ,�C4y.. • 4R tg11AL ; S_iv, i 375' �� • • • x i • qs �'PY— i 1�iE6KF3 01r BY: • • • • • • •� • • • 7Yf 1CALLA-ZING D • AtL 121 INSWING THRESHOLD OUTSWING I-HRESHILp HIGH DAn4 OJS THRESHOLD lF'A.r_i2r�TfS?�.S -HIMOWC-_rLF t.------------- • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • o s" — s' � � i— 3• s � {Y. f s" s i t to o U H i I �I CL I b �n� U N L0 W i I (Z;-) I SEE DETwt w U) ' f !' a 'Q" SHT.. 2 3 3 l $s0l 3 TACHMENI—NATTY 1.25• T M c 0.25" 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, ��N WAX SIGNED AND SEALED BY ROBERTO LOADS, PE SHIFT (FLORIDA #62514) WITH THE LOWEST (LEAST) CL - FASTENER RATING FROM THE DIFFERENT FASTENERS a"z BEING COC:SIDERED FOR USE. ,;AMP, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT" INCLUDE`' #10 WOOD SCREWS OR 1 /4" TAPCONS. A PHYSICAL TYPICAL MASONRY SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION HARDWARE SCHEDULE 1. KWIKSEf SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED j _ AT 5-1/2" CENTERLINE. I 2. 4" X 4" FULL MORTISE BUTT HINGES. LOCATION. TAPCON, EDGE DISTANCE MIN 2-1/2" WOOD SCREW EDGE DISTANCE MIN 3/4'. as ••• • • • • • •• 4 t>tt/2" CORRUGATED #10X2" WOOD SCREW (2) ti oxz—tl2" • • • • • • • • • 9 . t. 3" FROM EACH END S' FROM EACH END et D SCREWS 2. THE WOOD SCREW SINGLE SHEAR DESIGN*VALUi` OOME �R�M:•: g• t.5c" AND 7' oc AND i_' oc EncH, END ANSI A.F&PA NDA FOR SOUTHERN PINE N13 f N •IstiN MAX OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM ACRYLIC — ATEX MINIMUM EMBEDMENT GF 1-11l4", 1 cAutjr CL —+ - 3 ACRYLIC ! 3. FOOD SLICKS BY OTHERS MUST BE ANCVORlsls PRC�gL'!•I�1 ••• • �" 'i, LATEX I I # • ! • • • CAULK. £i. TRANSFER LOADS TO STRUCTURE. • • • • • • • __ —I— 4. MINIMUM DESIGN VALUE STRENGTH? OF•ANCHCORS 170 LB9 • • • • • TYPICAL WOOD BUCK COMBINATION COMBINATiON COMPOSITE ••• • ••• • • • ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) MULLION (INTEGRAL) ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • N. T. S. armnns uo.: SWI! .3 OF