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It° Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 178475 Permit Number: CC -5 -12 -922 Scheduled Inspection Date: November 01, 2012 Inspector: Rodriguez, Jorge Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Andreas Buildin Miami Shores, FL 33138 -0000 Project: BARRY UNIVERSITY Contractor: QUIRINO CONSTRUCTION CO Permit Type: Commercial Construction Inspection Type: Final Building Work Classification: Alteration Phone Number Parcel Number 1121360010160 -21 Phone: (305)892 -1987 Building Department Comments REMODEL EXISTING RESTROOMS AT ANDREAS HALL Infractlo Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 173904. Provide fire final Provide PA for nevi exterior door. J��v2 //.a4._'tsd November 01, 2012 For Inspections please call: (305)762 -4949 Page 4 of 15 10/31/2012 WED 13:27 FAX 3054037309 Next Door t10 ida Building Code Online Florida Deparunelt Busines Protessi Regulation 1001 /020 Page 1 of 2 qrs Bas Home ; Log In f User Registration i Hat Topics ; Submit Surcharge 1 State & Facts i Pubiiratians 1 FBC Staff ( Etas Site Map I Unka 1 Search €kanse ef4clCnliy. n ?goielaiuidy. Product Approval USER: Public User Product Approval Menu > product or Application Seardl > Appllch IIRAI t > Application Detail FL # FL14237 -R1 Application Type Revision Code Version 2010 Application Status Approved *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and /or the Commission if necessary. Comments Archived Product Manufacturer Fleming -Baron Door Products Address/Phone /Email Authorized Signature 101 Ashbridge Circle Woodbridge, NON -US 00000 (416) 749-2111 bbulley @tlemingbaron.com Bud Bulley bbulley @flemingbaron.com Technical Representative Bud Bulley Address /Phone /Email 101 Ashbridge Circle Woodbridge, NON -US 99999 (416) 749 -2111 bbulley @flemingbaron.com Quality Assurance Representative Bud Bulley Address /Phone /Email Category Subcategory Compliance Method Certification Agency Validated By 101 Ashbridge Circle Woodbridge, NON -US 99999 (416) 749 -2111 bbulley @flemingbaron.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing UL LLC UL LLC Referenced Standard and Year (of Standard) Standard Year ANSI A250.13 2008 ASTM E1886 2005 ASTM E1996 2009 ASTM E330 2002 TAS -201, TAS -202, TAS -203 1994 Equivalence of Product Standards Certified By Approved Certification Agency FE 4237 R1 Equiv FI14237 -R1 2010 FBC Stands http : / /www.floridabuilding.arg/pr /pr_ app_ dtl. aspx? param— wGEVXQwtDquDEJErtOSCen... 6/22/2012 10/31/2012 WED 13:28 FAX 3054037309 Next Door 2002/020 I Florida Building Code Online Eauivalencv.odf Product Approval Method Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval Date Approved 03/02/2012 05/01/2012 05/06/2012 Page 2 of 2 Summary of Products FL # Model, Number or Name Description 14237.1 Swinging exterior hollow metal doors and frame product UL Classified Windstorm Resistant Hollow Metal Doors and Frames Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Certification Agency Certificate FL14237 R1 C CAC 2010 FBC ZHCW -R8930 (Doors).Ddf Impact Resistant: Yes Design Pressure: N/A a_ P 1 C C 20 + BC , _ -R: • (Frames).pdf Other: Design Pressure varies with size and application. Refer to Installation Instructions and UL Guide Cards for details. In -swing and out - swing, singles and pairs of flush, glazed and lowered hollow metal doors and frame products as listed by Underwriters Laboratories, Guide Reference Numbers: ZHCW.R8930 (doors) and ZHDLR8931 (frames). Quality Assurance Contract Expiration Date 12/31/2016 Installation Instructions FL14237 R1 II FBC FL14237- R1- Installation Instructions -Rev 2.pdf Verified By: Underwriters Laboratories Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Conk :airs :: 39$4 North Monroe Street Tallahassee FL.32399 1?honEr_a5O- 4$7 -1$34 The State or Florida is an AWEED empioyer. Copyright 7007 -2010 State of Florida, :: Privacy Statement :: AcsasbltitIL men :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released In response to a public - records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at ABIlmaiteadbmgereALyN. Product Approval Accepts: as.. Next NOrtal trrt{tC5 Credit http : / /www.floridabuilding.org /pr /pr app_ dtl. aspx? param= wGEVXQwtDquDEJErtOSCen... 6122/2012 10/31/2012 WED 13:28 FAX 3054037309 Next Door ZHCW.R8930 - Swinging ... 9:24:58 AM ONLINE CERTIFICATIONS DIRECTORY ZHCW.R8930 Swinging Doors, Exterior Paoe Botto 1003/020 Page 1 of 2 Swinging Doors, Exterior See General Information for Swinging Doors. E terior FLEMING -BARON DOOR PRODUCTS 101 ASHBRIDGE CIR WOODBRIDGE, ON 141 3R5 CANADA R8930 Model Configuration Max Size Stiffness Class Design Load (psf) Impact Rating (ft-Ibs) Latching Hardware Type Latch Throw Min (In.) Min Latch Strength Min (Ibf) D, E Single - Out- 3 -0, V +/- 50 350 Cylindrical 1/2 525 Swing 7 -0 D, E Single - Out- 3 -0, V +/- 50 350 Mortise 1/2 525 Swing 7 -0 D, E Single - Out- 3 -0, V +/- 50 350 Rim Exit N/A N/A Swing 7 -0 D, DSS, Single - Out- 3 -0, I +/- 60 350 Mortise 1/2 630 E, H, SW Swing 7 -0 D, DSS, Single - Out- 3 -0, I +/- 60 350 Mortise Exit N/A N/A E, N SW Swing 7 -0 D, DSS, Single -Out- 3 -0, I +/- 70 350 Cylindrical, 1/2: 735 E, H, SW Swing 7 -0 with or without Cylindrical Latchl: Opt. Dead Bolt Dead Bolt D, DSS, Single - Out- 3 -0, I +/- 70 350 Interconnected 1/2: 735 E, it SW Swing 7 -0 Cylindrical Latch 3/4: Opt. Dead Bolt D, E, Single - Out- 4 -0, I +65/- 350 Cylindrical 1/2 910( +65); DSS, H, Swing 7 -0 70 980( -70) SW D, E, Single - Out - 4-0, I +65/- 350 Mortise 3/4 910( +65); DSS, H, Swing 7 -0 70 980( -70) SW D, E, Single - Out- 4 -0, I +65/- 350 Rim Exit N/A 910( +65); DSS, H, Swing 7 -0 70 980( -70) SW 0, E, Single - Out- 4 -0, I +65/- 350 Vertical Rod Exit N/A 910(+65); DSS, 11, Swing 7 -0 70 980( -70) SW D, DSS, Single - Out- 4 -0, I +/ -70 350 Mortise 3/4 1120 11, SW Swing 8 -0 D, DSS, Single - Out - 4-0, I +/- 70 350 Rim Exit N/A N/A H, SW Swing 8 -0 0, DSS, Single - Out- 4 -0, +/ -70 350 Vertical Rod Exit N/A N/A H, SW Swing 8 -0 D, DSS, Single - In- 3 -0, +/- 60 350 Cylindrical 1/2 630 E, H, SW Swing 7 -0 mhtml:file: //\110 .246.36.18 \users \bbulley12010 FBC ZHCW -R8930 - Swingi... 3/1/2012 10/31/2012 WED 13:28 FAX 3054037309 Next Door 2004 /020 ZHCW.R8930 - Swinging ... 9:24 :58 AM Page 2 of 2 D, DSS, E, H, SW Single - In- Swing 3 -0, 7 -0 I +/- 60 350 Mortise 3/4 630 0, DSS, Single - In- 3 -0, I +/- 70 350 Cylindrical 1/2: 735 F,1-1, SW Swing 7 -0 with Dead Bolt Cylindrical Latchl: Dead Bolt D, DSS, Single - In- 3 -0, I +/- 70 350 Interconnected 1/2: Active 735 E, H, SW Swing 7 -0 Latch 1: Opt. Dead Bolt 0, DSS, Single - In- 3 -0, I +/- 70 350 Mortise 3/4 735 E, H, SW Swing 7 -0 0, DSS, Pair - Out- 8 -0, 1 +/- 65 350 Rim Exit with N/A N/A E, H, SW Swing 7 -0 Rem HM Mullion 0, DSS, Pair - Out- 6 -0, I +65/- 350 Cylindrical 1/2 Latch, 1 Latch: 683, FB: E, H, SW Swing 7 -0 70 with Deadbolt X DB, FB 342 each ( +65); Flush bolt Latch: 735, FB: 368 each ( -70) D, DSS, Pair - Out- 8 -0, I +6S /- 350 Cylindrical 1/2 Latch, Latch: 910, SB: E, H, SW Swing 7 -0 70 x Surface Bolt 3/4 SB 455 each (+65); Latch: 980, SB: 490 each ( -70) D, DSS, Pair - Out- 8 -0, 1 +/- 70 350 Mortise x 3/4 Latch, SPL: 1120SB: H, SW Swing 8 -0 Surface Bolt 3/4 SB 560 each 0, DSS, Pair - Out- 6 -0, I +/ -70 350 Mortise X Flush 3/4 Latch, 1 Latch: 735, FB: E, H, SW Swing 7 -0 bolt FB 368 each 0, DSS, Pair - Out- 8 -0, I + / -70 350 Rim Exit with N/A N/A E, H, SW Swing 8 -0 Hardware Mullion 0, DSS, Pair - Out- 8 -0, 1 +/- 70 350 Vertical Rod Exit N/A N/A E, H, SW Swing 8 -0 D, DSS, Pair - In -Swing 6 -0, I +/ -70 350 Mortise X Flush 3/4 Latch, 1 Latch: 735, FB: E,11, SW 7 -0 bolt FB 368 each Doors may be glazed with a windstorm resistant glazing material with a design load and impact rating the same or greater than the ratings present for the door. Louvers are available on doors up to ±70 psf. Products also tested to TAS 201, TAS 202, TAS 203, PA 201, PA 202, PA 203, ASTM E330, ASTM E1886 and ASTM E1996 Last Updated on 2011-12 -29 Questions? print this page Notice of Disclaimer Page Too, © 2012 UL LLC The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained In the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and /or Listings (flies) must be presented In their entirety and In a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "© 2012 UL LLC °. mhtml: file: //\ \10.246.36.18 \users \bbulley\2010 FBC ZHCW -R8930 - Swingi... 3/1/2012 10/31/2012 WED 13:28 FAX 3054037309 Next Door 0005/020 ZHDL.R8931 - Door Frames 9:26:01 AM Page 1 of 2 ONLINE CERTIFICATIONS DIRECTORY Paae Bottom ZHDL.R8931 Door Frames Door Frames See General Information for poor Frames FLEMING -BARON DOOR PRODUCTS 101 ASHBRIDGE CIR W00DBRIDGE, ON L4L 3R5 CANADA R8931 Model Configuration Wall Type Max Opening Size Design Load (psf) Impact (ft Ibs) 3 -Sided Frames Singte - In -Swing Drywall and Wood or Metal Stud (new or existing), Masonry (new or existing) and Structural Steel 3 -0, 7 -0 +/- 70 350 Single - Out -Swing Drywall and Wood or Metal Stud (new or existing), Masonry (new or existing) and Structural Steel 4 -0, 8 -0 +1- 70 350 Pairs without mullion - In- Swing Drywall and Wood or Metal Stud (new or existing), Masonry (new or existing) and Structural Steel 6 -0, 7 -0 +/- 70 350 Pairs with or without removable hollow metal mullion - Out -Swing Drywall and Wood or Metal Stud (new or existing), Masonry (new or existing) and Structural Steel 8 -0, 7 -0 +/- 65 350 Pairs with or without hardware mullion - Out- Swing Drywall and Wood or Metal Stud (new or existing), Masonry (new or existing) and Structural Steel 8 -0, 8-0 +/- 70 350 Transom Frames* Single - In -Swing or Out- Swing Drywall and Wood or Metal Stud (new or existing), Masonry (new or existing) and Structural Steel 3-0, 7 -0 (Door)10 -2 (Max Door + Transom Ht) +/- 60 350 Single - Out -Swing Drywall and Wood or Metal Stud (new or existing), Masonry (new or existing) and Structural Steel 3 -0, 8 -0 (Door)10 -0 (Max Door + Transom Ht) +/- 60 350 Pair - without mullion Out- Swing Drywall and Wood or Metal Stud (new or existing), Masonry (new or existing) and Structural Steel 6 -0, 7 -0 (Doors)10 -2 (Max Door + Transom Ht) +1- 60 350 Pairs with or without hardware mullion - Out- Swing Drywall and Wood or Metal Stud (new or existing), Masonry (new or existing) and Structural Steel 6 -0, 8 -0 (Doors)10 -0 (Max Door + Transom Ht) +/- 60 350 Sidelight Frames* Single - In -Swing or Out- Swing Drywall and Wood or Metal Stud (new or existing), Masonry (new or existing) and Structural Steel 3 -0, 7 -0 (Door)4 -6 (Max O/A Unit Width) +/- 60 350 Single - Out -Swing Drywall and Wood or Metal Stud (new or existing), Masonry (new or existing) and Structural Steel 3 -0, 8 -0 (Door)12 -8, 10- 0 (Max 0/A Unit Size) +1- 60 350 Pairs without mullion - Out- Swing Drywall and Wood or Metal Stud (new or existing), Masonry (new or existing) and Structural Steel 6 -0, 7 -0 (Doors) 12 -8, 10 -0 (Max O/A Unit Size) +/- 60 350 Pairs with or without hardware mullion - Out- Swing Drywall and Wood or Metal Stud (new or existing), Masonry (new or existing) and Structural Steel 6-0, 8 -0 (Doors)12 -8, 10- 0 (Max 0/A Unit Size) +/- 60 350 Hollow Metal Window Fixed Drywall and Wood or Metal Stud (new or existing), Masonry (new 12 -8, 10 -0 (Max 0/A Unit Size)6 -0, 8 -10 {Max +1- 60 350 mhtml:file: //1 \10 .246.36.18 \users\bbulley\2010 FBC ZHDL -R8931 - Door Fr... 3/1/2012 10/31/2012 WED 13: 28 FAX 3054037309 Next Door 12006 /020 ZHDL.R8931 - Door Frames 9:26:01 AM Page 2 of 2 Frames* I 1 or existing) and Structural Steel I Individual Light Opening) I I I * Frame to be glazed with a windstorm resistant glazing material with a design load and impact rating the same or greater than the ratings presented for the frame. Products also tested to TAS 201, TAS 202, TAS 203, PA 201, PA 202, PA 203, ASTM E330, ASTM E1886 and ASTM E1996 Last Updated on 2012 -01 -05 Ouestions? Print this page Notice of Disclaimer Pape Too @ 2012 UL LLC The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and /or Listings (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement °Reprinted from the Online Certifications Directory with permission from UL° must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "© 2012 UL LLC°. mhtml:file: //\\ 10.246.36.1$ \users \bbulley\2010 FBC ZHDL -R8931 - Door Fr... 3/1/2012 10/31/2012 WED 13:28 FAX 3054037309 Next Door 2007/020 File Number : R8930 Volume : 12 Section : 1 Figure : 21 (14 Pages), FLEMING -BARON DOOR PRODUCTS 101 Ashbridge Circle Woodbridge, Ontario L4L 3R5 UL CERTIFIED HURRICANE RESISTANT DOOR & FRAME PRODUCT INSTALLATION INSTRUCTIONS UL CATEGORY & FILE REFERENCES: DOORS: ZHCW.R8930 FRAMES: ZHDL.R8931 APPLICABLE APPROVALS: 2010 FLORIDA BUILDING CODE FBC: FL14237 -R1 ANSI A250.13 -03 TAS- 201(1994), TAS - 202(1994), TAS - 203(1994) ASTM E330 -02, ASTM E1886 -05, ASTM E1996 -05 Rev. 2 - January 2012 Dwg # : WRD -121 10/31/2012 WED 13:29 FAX 3054037309 Next Door 1008/020 Configuration Door Series Min Ga Max Size Max Design Load ( psi Large Missile Impact Rating ft -Ibs) Latch Type Orientation Latching Minimum Throw (in.) Minimum Latch Strength (lbf) Singles Out -Swing CYL, ML or REH D & E 20 3' x 7' +/- 50 350 .., CYL ML: 1/2 REH: N/A CYL, ML: 525 REH: N/A MLra> or MEH All 18 3' x 7' +1- 60 350 ML: 1/2 MEH: N/A ML: 630 MEH: NIA C2), CYL, ML REH or VRH All 18 4'x7' + 6501 350 CYL: 1/2 ML: 3/4 REH, VRH: N/A CYL, ML: + 65 psf. 910 - 70 pst 980 REH, VRH: N/A CYL or CYL + DB AU 18 3' x 7' +/- 70 350 CYL: 1/2 DB: 1 735 ICL AN 18 3' x 7' +/- 70 350 Act Latch: 1/2 Dead Latch: 3/4 735 MLrt >, REH or VRH 16 4' x 8' +1- 70 350 ML: 3/4 REH, VRH: N/A ML: 1120 REH, VRH: N/A Inswing CYL or ML") All 18 3' x 7' +/- 60 350 CYL: 112 ML: 3/4 630 CYL + DB All 18 3' x 7' +/- 70 350 CYL: 1/2 DB: 1 735 ICL All 18 3' x 7' +/- 70 350 Act Latch: 1/2 Dead Latch: 3/4 735 ML") All 18 3' x 7' +/- 70 350 314 735 Pairs Out-Swing REH x Rem HM Mull All 18 8' x 7' +/- 65 350 5/8 910 CYL + DB X FB All 18 6' x 7' + 65/ - 70 350 CYL: 1/2 FB: 1 + 65 psf: SPL 683, SB 342 ea - 70 psf: SPL 735, SB 368 ea CYL X SB All 18 8' x 7' + 65/ - 70 350 CYL: 1/2 SB: 3/4 + 65 psf: SPL 910, SB 455 ea - 70 psf: SPL 980, SB 490 ea MLr'> x FB All 18 6' x 7' +1 -70 350 ML: 3/4 F8:1 ML: 735 FB:368 MI.," x SB, REH x Hdwr. Mull, or VRH x VRH All 18 8' x 7' +/- 70 350 ML, SB: 3/4 REH, VRH: N/A ML: 980 SB: 490 ea REM, VRH: N/A MLr1> x SB, REH x Hdwr. Mull, or VRH x VRH All 16 8' x 8' +/- 70 350 ML, SB: 3/4 REH, VRH: N/A ML: 1120 SB: 560 ea REM, VRH: N/A Inswing ML" x FB All 18 6' x 7' +/- 70 350 ML: 3/4 FB:1 ML: 735 FB:368 Notes: ( "1)- Dead -latch function required fo mortise lock or latch ( "2)- Dead -latch function not required for mortise lock or latch Doors detailed above include the following constructions: Lock -Seam Construction D- Series; 16,18 or20 Gage Face Sheets E- Series (Embossed); 16, 18 or20 Gage Face Sheets DSS-Series (Stainless); 16 or 18 Gage Face Sheets Honeycomb, Polystyrene, Polyisocyanurate or Mineral (TRR) Cores Stiffness Class: I (14, 16 & 18 Gage), V (20 Gape) Vertically Stiffened Construction H orSWSeries 14 or 16 Gage Face Sheets Welded Vertical Stiffener Core Stiffness Class: I Latching Device Legend CYL : Cylindrical lock or latch MEH: Mortise exit hardware SPL : Single point latch DB : Dead bolt ML : Mortise lock or latch VRH: Vertical rod exit hardware FB : Flush bolt REH : Rim exit hardware ICL : Interconnected lock or latch SB : Surface bolt 1 - All doors are tested, UL Listed, Certified and labeled to TAS 201(1994), TAS - 202(1994), TAS 203(1994) ASTM E330 -02, ASTM E1886 -05, ASTM E1996 -05 and ANSI A250.13 -03 - Glass lights and louvers are permitted in doors up to and including +/- 70 psf Design Load 2 Jan 2012 FBC Submission & Polyl added 1 Oct 2011 Flush Bolt applications added 0 Oct 2010 FBC Submission DATE DESCRIPTION WINDSTORM RESISTANT DOORS - SIZE AND RATING LIMITATIONS - REVISIONS DATE: 10/10 SHEET: 1 10/31/2012 WED 13:29 FAX 3054037309 Next Door 10009/020 EXTERIOR SWINGING DOOR IN ACCORDANCE WITH ANSI A250.13 WINDSTORM RESISTANCE STIFF SS CLASS :1 IMPACT R TING : 350 FT -LBS DESIGN LOAD RATING : PSF RODUCT CO FOR S TO ASTM E 0! E1886 / El 996 A -201, PA -2 , PA- 3, TAS -201, S -202, TAS -203 17UN R4930 -52098 D G`'- -E ~-F Labels contain the following information: A) UL Classified logo B) Optional Brand logo and /or name C) UL assigned Permanent Issue (Control) Number D) Complimentary Classification Category E) Pre— printed Stiffness Closs and Impact Rating F) Box for stamped /scribed Design Load Rating G) Compliant Test Standard Numbers H) UL Ale Number — AADG Part Number Aluminum labels with holes for drive rivet attachment Label Size : 1" x 3.75" BARON METAL INDUSTRIES FLEMING- BARON DOOR PRODUCTS 0 Oct 2010 FBC Submission DATE DESCRIPTION WINDSTORM RESISTANT DOORS - UL DOOR LABEL DETAILS - REVISIONS DATE: 10/10 SHEET 2 10/31/2012 WED 13:29 FAX 3054037309 Next Door 0010/020 Product Configuration Construction Maximum Design Load (psi) Large Missile Impact Rating (ft Ibs) Maximum Frame Rabbet Width x Height Permitted � LTYPe Orientation Latching : Strike Prep New Unit Masonry I Concrete or Exist. Unit Masonry Wood Stud 3 cn e a: in Structural Steel 3 -Sided Frames Singles Out- Shang CYL : SMLASA or UNL ML : MUNL MEH:ASA FW 14-60 350 3 x T ('2) CYL : ASA ML:ASA REH : RIM KD + 350 4'xTr2) CYL:ASA CYL +DB: ASA +ASANLcrASN +SNLASML ICL :SMLASA +SMLASANL REH : RIM P D FW 11- 70 350 3' x T ML : ASA REH : RIM VRH:MHS KD FW +e70 350 4'x8 Inswing CYL: ASA or Su1LASA KD FW +/- 60 350 3 x 7 'J 4 4 J 'd CYL +DB:ASA +ASANLorASA +SIVIASAN. ICL: WSA +SVILASANL ML:ASA FIN +/-70 350 3'x7 Pairs Out - Swing__._ REH x Rem HM Mullion : HR FW +/- 65 350 8x7' t J 4 J 4 4 CYLx SB: MHS NIL x SB: MHS 143 FW + 65/ -70 350 8 x T r) CYL +DBxFB:MHS F� +� 350 6x7 __. MLx FB: MHS KD FIN +/ -70 350 6'x7 MLxSB:MHS VRH x VRH : MI-6 REHx Rem Hardware Mullion : HR KD FW +/- 70 350 8' x13 _ In -Swing MLx FB: MHS KD FW +/- 70 350 6' x 7 4 J J 4 4 All frm:res are tested, It Listed, Certified and labeled to TAS 201 (1994), TAS 202(1994), TAS 203(19941 ASTM E1886 -05, ASTM E1996.05 and ANSI A250.13-03 `1: See Sheet #s 7 and 9for wall anchor requirements *2 Meets the HVHZ requirements for Air and VVaie:Infilt:-ation (TAS 202). Frame must be FW(face welded) construction. Requires Pemko # 315CR or National Guard # 130NA jamb and head gasket, Pemko #2001AV or National Guard # 950N 1 Oct 2011 FBC Submission —Flush Bolt applications added 0 Oct 2010 FBC Submission DATE DESCRIPTION WINDSTORM RESISTANT 3-SIDED FRAMES - SIZES AND RATING LIMITATIONS - REVISIONS DATE: 10/10 SHEET 3 Strikes and Preparations Legend Latching Device Legend ASA CYL : Cylindrical lock rr latch ICL : Irteroonr>eded lock cr latch REH : Rim exit hardware DB : Dead bolt MEH : Mortise exit hardware SB : Surface bolt FB : Flush bait ML : Mortise lad( or latch VRH : Vertical rod exit hardware 1 Oct 2011 FBC Submission —Flush Bolt applications added 0 Oct 2010 FBC Submission DATE DESCRIPTION WINDSTORM RESISTANT 3-SIDED FRAMES - SIZES AND RATING LIMITATIONS - REVISIONS DATE: 10/10 SHEET 3 Strikes and Preparations Legend ASA : 4718" x 1 -1/4" lipped strike Mortise head strike for MHS : flush or surfwe bolt, or vent rod exit hardwire SMLASA . 2 -314" x1-1/8" tipped . strike ASANL . 47/8" x 1-1/4' non - lipped stnke MUNL 47/8" x 1 -1/4' eiectro- : mechanical device for mortise lock or latch :2 -3/4" x 1 -1/8" ton- lipped strike HR Head reinforcing for rerrovablemul Ion RIM Surface straw rim exit • hadwae 11NL 4-718' x 1-1/4" elects : medra)ical device for cylindical lock a latch 1 Oct 2011 FBC Submission —Flush Bolt applications added 0 Oct 2010 FBC Submission DATE DESCRIPTION WINDSTORM RESISTANT 3-SIDED FRAMES - SIZES AND RATING LIMITATIONS - REVISIONS DATE: 10/10 SHEET 3 10/31/2012 WED 13:29 FAX 3054037309 Next Door 2011/020 Product Configuration c 0 -i i C c 0 c Maximum Design Load (psf) Large Missile Impact Rating (ft-lbs) Maximum Frame Rabbet Width x Height (Maximum O/A Unit Width x Height) Permitted Wall Types & Anchorage ) Type Orientation Latching : Strike Prep r4> New Unit Masonry Concrete or Existing — Unit Masonry Wood Stud Steel Stud Structural Steel Transom Frames ri la c in Out -Swing CYL : ASA, SMLASA or UNL ML : ASA or MUNL ICL : SMLASA + SMLASANL REH : RIM MEH : ASA VRH : MHS FW +1-60 350 3 . 'x ,) 7' (-1 {10 2 q 4 4 4 4 ML:ASA REH : RIM VRH : MHS FW +1-60 350 , (l0)81) 4 d 4 - 4 In -Swing CYL : ASA or SMLASA ML : ASA ICL : SMLASA + SMLASANL FW +/-60 350 3' (10' 2'5 I "> J 'I " to ro Out-Swing o- CYL x SB or FB: MHS ML x FB : MHS FW +/ -60 350 350 6'x7 (10'Z ,> , (16',8' 4 4 4 4 - - .J ML x SB : MHS VRH x VRH : MHS REH x Hardware Mullion : HR FW +1-60 Sidelight Frames o: c Out-Swing CYL : ASA or SMLASA ML: ASA ICL : SMLASA + SMLASANL REH: RIM MEH : ASA VRH : MHS +/ -60 350 3' x 7' (4'6") , d ,, ML:ASA REH : RIM VHR:MHS FW +/-60 350 (12' 8"x'10') 4 4 4 - 4 In -Swing CYL : ASA or SMLASA ML : ASA 1CL : SMLASA + SMLASANL FW +/-60 350 (4, X61 rz) 4 4 �I d 4 y a Out-Swing ML x FB: MHS FW +1-60 350 {12 8" x 10') d 4 4 - J ML x SB : MHS VRH x VRH : MHS REH x Rem Hardware Mullion : HR FW +/ -60 350 6' x 8' (12' 8" x 10') 4 4 4 - ') Windows o a Not Z ¢ Applicable Not Applicable FW +1-60 350 Rabbet Not Applicable (12' 8 x 10) - All transom, sidelight and window frames are tested, UL Listed, Certified and abeled to TAS- 201(1994), TAS- 202(1994), TAS- 203(1994), ASTM E330 -02, ASTM E1886 -05, ASTM E1996 -05 and ANSI A250.13 -03 Notes : *1 : Maximum combined door + transom opening height *2 : Maximum over-all unit width *3 : See Sheet its 8 and 9 for Wall Anchor requirements *4 : See Sheet # 3 for Latching and Strike Prep Legends 1 Oct 2011 FBC Submission —Flush Bolt applications added 0 Oct 2010 FBC Submission DATE DESCRIPTION WINDSTORM RESISTANT TRANSOM, SIDELIGHT & WINDOW FRAMES - SIZE AND RATING LIMITATIONS - REVISIONS DATE 10/10 SHEET 4 10/31/2012 WED 13:29 FAX 3054037309 Next Door 0012/020 rr — tr= =r== 1 = ==-i� II II 0 II 11 11 u u 1 11 -1 11 11 11 0 11 0 II 11 11 LL L L_ LJ J 11 11 II 11 11 11 II 11 11 Il 11 It 0 I 11 11 11 11 11 11 _11 11 11 JI — ill Ire i# I1 11 ‘.� L/ L == =\� i�11 Ii II Ili% IL J1 _11 .ice IIII fr—rr- 11 II 0 11 II 0 LL = _LLi __ -= JJ 11 a - -11 II 0 II IL 11 _11 r 11 i n 11 11 11 0 11 11 0 11 0 _-4 11 11 11 11 11 II I 11 ' 1 II 11 L= =LL== f-L= =J= =_ _JJ 0 Oct 2010 FBC Submission DATE DESCRIPTION WINDSTORM RESISTANT TRANSOM, SIDELIGHT & WINDOW FRAMES - TYPICAL ELEVATIONS - REVISIONS DATE: 10/10 I SHEET 5 10/31/2012 WED 13:30 FAX 3054037309 Next Door 2013 /020 15RE awn EXTERIOR DOOR FRAME, TRANSOI SIDELIGHT OR WINDOW FRAMG$ IN ACCO - DANCE WITH ANSI A250.1 WIN, STORM RESISTANC IMPAC RATING : DESIGN LOA i RATIN RODUCT CONFO. S TO ASTM E330 01. PA -202. PA- ' 03. TAS -201. T E Fiemin Cb+Mm R iniw BARON Metal Industries Inc. FLEMING -BARON DOOR PRODUCTS Labels contain the following information: A) UL Classified logo B) Optional Brand logo and /or name C) UL assigned Permanent Issue (Control) Number D) Complimentary Classification Category E) Pre — printed Impact Rating F) Box for stamped /scribed Design Load Rating G) Compliant Test Standards H) UL File Number — AADG Part Number Aluminum labels with holes for drive rivet attachment Label Size : 1" x 3.75" 0 Oct 2010 FBC Submission DATE DESCRIPTION WINDSTORM RESISTANT FRAME PRODUCT - UL LABEL DETAILS - REVISIONS DATE: 10/10 SHEET 6 10/31/2012 WED 13:30 FAX 3054037309 Next Door • 2014/020 4'0" Maximum Rabbet Height 8' Max. Frame SINGLES 8'O" Maximum O f pp 00 00 11 11 no 11 11 on Optional Fixed or Removable HM Mullion or Hardware Mullion m X 0 PAIRS ii 8' Max. Frame Rabbet Height Partition Type Jamb Anchor Type "A" "8" "C" Securement Requirements Wood Stud Welded CSA 6" 24" 6" (4) #8 x 1" wood or drywall screws per wall anchor Welded EWA 6" 24" 6" (1) 3/8" 0 x 6" lag bolt per anchor with a minimum 2 -1/2" stud engagement Steel Stud Welded CSA or Z 6" 24" 6" (4) #8 x 1" wood or drywall screws per wall anchor Structural Steel Welded Steel Shims 5" " 36" 5" Steel shims secured to jambs with 3/16" x 1" long welds both sides of frame. Shims welded to steel structure at time of installation. Existing Masonry or Concrete Welded EWA 6" 24" 6" (1) 3/8" 0 x 6" expansion shell anchor or 3/16" x 6" concrete screw per anchor with a minimum 2 -1/2" stud engagement New Unit Masonry Loose "T" or Wire 16" 32" 16" Not applicable — 16 gage minimum. 12 gage maximum frame profiles — 4" minimum. 14" maximum jamb depths — 1 -3/4" minimum, 2" maximum jamb face widths — 1 -3/4" minimum, 4" maximum head face widths — See Sheet # 9 for anchor illustrations. — Floor anchors are required for frames installed in new unit masonry and steel stud partitions 0 Oct 2010 FBC Submission DATE DESCRIPTION WINDSTORM RESISTANT 3 -SIDED FRAMES ANCHORAGE & PROFILE REQUIREMENTS - REVISIONS DATE: 10/10 I SHEET 7 10/31/2012 WED 13:30 FAX 3054037309 Next Door 2015/020 ° x 3' Max d al For transom frames or sidelights meeting all the 4' -6" Max dimensional limitations shown at the left, wall anchorage 'a (Jamb Mitre Length) °C" fj a ¢ shall be as shown in the table below. See the bottom 1' 3' Max 1 section of this drawing for methods of securement for Max each anchor and partition type. m X a o co rAnchors /Jamb) -- — * Partition Type Jamb Anchors "A" "B" "C" Wood Stud CSA or EWA 6" 96" Max 4 Steel Stud CSA Structural Steel Welded Steel Shims > 96" 5 Existing Masonry or Concrete EWA - New Unit Masonry °T° or Wlre 16" 96" Max 3 > 96" 4 > 1' -6" Wide >1.-6" Wide 1' 6" For transom frames, sidelights or windows exceeding my of the Sidelight CO Transom 2° E 2" dimensional limitations shown above, jamb, head and sill anchorage shall be as shown in the tables below. See the bottom section of this drawing for methods of securement for each anchor and partition type. Z' Oa 1 c f c w 2" F c� 2" ' 2.. Partition Type Jamb Anchors "A" "B" "C" "D" Wood Stud, Existing Masonry or Concrete EWA 12" 8" < 60" 3 uco r (Qty of Anchors /Jamb) I I I t ! 96" Max 5 > 96" 6 New Unit Masonry °T° 16 16° 48" Max 2 64" Max 3 < 80" 4 96 " Max 5 114" Max 6 >114" 7 Structural Steel Welded Steel Shims 5° 5" 40" Max 2 < 72" 3 102" Max 4 >102" 5 - All dimensions shown are maximums - Jamb anchors are equally spaced *1: Floor anchors adacent to jambs and vertical mullions may be provided in lieu of EWA preparations and guides Partition Type Head Anchors Sill Anchors Wood Stud EWA Existing Masonry or Concrete or New Unit Masonry EWA or Welded Steel Shims EWA or Structural Steel Welded Steel Shims Floor Anchors (*1) Jamb or Head Anchor Type Partition Type Securement Requirements Combination Stud Anchor (CSA) Welded 1 or 2 -Piece Type Wood or Steel Stud (4) #8 x 1" wood or drywall screws per anchor Welded Existing Wall Anchor (EWA) Guides; Pipe and Spacer or Butterfly Type Wood Stud (1) 3/8" x 6° lag bolt per anchor with a minimum of 2 -1/2" engagement into studs Existing Unit Masonry or Poured Concrete (1) 3/8" x 6° expansion shell anchor or 3/16° x 6" concrete screw per anchor with a minimum of 2 -1/2" engagement into wall Welded Steel Shims 2" x (Jamb Depth + 1 -1/4 °) x 12 Ga Structural Steel Steel shims secured to jambs and/or heads with 3/16" x 1" long welds both sides of frame at labeling facility. Shims welded to steel structure at time of installation. -16 gage minimum, 12 gage maximum frame profiles - 4" minimum, 14" maximum jamb depths - 1-3/4° minimum, 2" maximum jamb & mullion face widths - 1-3/4" minimum, 4" maximum head, sill and center rail face widths - See Sheet # 9 for anchor illustrations - Floor anchors are required for units installed in new unit masonry and steel stud partitions WINDSTORM RESISTANT TRANSOM, SIDELIGHT & WINDOW FRAMES ANCHORAGE & PROFILE REQUIREMENTS - 0 Oct 2010 FBC Submission DATE DESCRIPTION DATE: 10/10 SHEET 8 REVISIONS r 10/31/2012 WED 13:30 FAX 3054037309 Next Door 2016/020 % r ••.• 3' ^� I I iYlll lf ,YJ Loose 'T" Anchor Loose Wire Anchor ANCHORS FOR NEW UNIT MASONRY PARTITIONS 0 . IA zia lira . as "Butterfly" Type "Pipe & Spacer" Type WELDED EXISTING WALL ANCHOR GUIDES (EWA's) FOR EXISTING WOOD STUD, EXISTING UNIT MASONRY AND POURED CONCRETE PARTITIONS 11,11 it_ 01111111W 4:440 00 010 IP' AT& 1 —Piece Type 2 —Piece Type Combination Stud Anchors WELDED WALL ANCHORS FOR WOOD OR STEEL STUD PARTITIONS it ir 4111* I a Welded 12 Gage Steel Shims WALL ANCHORS FOR STRUCTURAL STEEL PARTITIONS "Z" Type Anchor WELDED WALL ANCHORS FOR STEEL STUD PARTITIONS WINDSTORM RESISTANT FRAME PRODUCT - ANCHOR ILLUSTRATIONS - 0 Oct 2010 FBC Submission DATE DESCRIPTION DATE: 10/10 SHEET 9 REVISIONS 10/31/2012 WED 13:30 FAX 3054037309 Next Door • 1 ' 0017/020 #6 x 1.5 Oval Hd Tex Screws at 9.75" OC max for Lights Exceeding exposed glass of 10" width, 22" ht, 100 sq. in. area, or Design Load greater than +/— 65 psf. .11 .58 .375 .58 .11 .25 Thk Pol carbonate Glazing Material 'GE Silicone II' caulk or .125 x .5 Closed CeII Foam Tape on each side of glazing 20 Gage Snap —In Stop i Tack —Weld Vertical to Horizontal Trim in Glazing Space at Each Corner Impact Rating: 350 ft Ibf 20 Gage Trim /Integral Stop 4.5 Min 10 Max Exposed Width 1 100 Sq. In. Max Area per Leaf (Multiple Lights Not Permitted) Snap —In Removable Stops Design Load: +1- 55 psf Max. 6 Min c c L 18 Ga Face Sheet Min. 32 Max Exposed Width 6 1344 Sq_ in. Maximum E posed per Leaf (Multiple Lights Permitted) FE-- - - --ll Ill Screw Fixed III III Snap -In III Removable III 111 Stops III Design Load: +/_ 70 psf Max. Min 0 Nov 2010 FBC Submission DATE DESCRIPTION WINDSTORM RESISTANT DOORS — GLAZING KIT DETAILS — REVISIONS DATE: 11/10 SHEET 10 10/31/2012 WED 13:30 FAX 3054037309 Next Door 2018/020 18 Gage Glazing Trim & 20 Ga Removable Glazing Stops .188 .188 .094 .625 .5 Glasslam Safet Plus 2 Laminated Glass .125 Thk x .5 Closed CeII Foam Tape Each Side of Glazing Impact Rating: 350 ft Ibf 6 x 1.25 Oval Hd Tex Screws CO 9.75 OC Max Settin Blocks As Req'd Dow Cornin 995 Silicone wit M 24 Max Exposed Glass Wid 1602 Sq. In. Maximum Exposed Glass Area per Leaf (Multiple Lights Permitted) Channels All 4 Sides of Cutout 18 Ga Face Sheets (Min.) 5.875 Min 6 M Design Load: +/— 60 psf Max 32 Max Exposed 1344 Sq. In. Maximum Exposed Glass Area per Leaf (Multiple Lights Permitted) Design Load: +/— 70 psf Max 5.875 Min 0 Nov 2010 FBC Submission 11 DATE DESCRIPTION WINDSTORM RESISTANT DOORS — GLAZING KIT DETAILS — REVISIONS DATE: 11/10 SHEET 11 I 10/31/2012 WED 13:31 FAX 3054037309 Next Door 2019/020 Exterior View interior View - Louvers must be UL Windstorm -Rated under Category ZHLL - Louver manufacturer's listings may limit maximum louver size, minimum door gage, impact and design load ratings shown. - Louvers may be installed at labeling location or on -site (See Note below) - Marker WLV60 / Pemko LV -WS UL Listed louvers with Security Grille requirements shown - Louvers are not TAS -202 (Air or Water Infiltration) compliant Note : If the louver is to installed on -site, an adhesive - backed sticker must be applied to the visible leg of the bottom surround channel by the labeling facility stating: " A UL Windstorm -Rated Door Louver Must Be Installed In This Opening " Security Grille on Exterior Side 1.656" 1.75" Max. Nom. Door Leaf Size: Singles & Pairs Out- Swing: 4' x 8' Single In- Swing: 3' x 7' Max. Nom. Louver Size: 34" x 78" Minimum Stile and/or Rail: 6" Impact Rating: 350 ft lbs Max. Design Load Rating: +/- 70 psf 18 Ga Surround Channel All 4 Sides of Cutout 18 Ga Face Sheets (Min.) aaaCDOaaaai oaoaaaaaoal aanDDOOaaa oDDDOaoaao aaaaaaaaaa aaaaaaaaaa OCCfDaaaoa aaaaaaaaaa aoaaaooaao 000aaaaoao aaaaaaaaaa aaaa000aoo aoaaooaaaal aaaaaaaaaa aaaaaaaaaa aaaaaaaaaa aaaaaaaaaa aaaaaaaaaa aaaaaaaaaa aooa000000 aaaaaaaaaa aaaaaaaaaa aaaaaaaaaa aaaaaaaaaa ODaaaaaDaa aaaaaaaaaa aaaaaaaaaa Daaaaaoaao aaaaaaaaaa aaaaaaaaaa aaaaaaaaaa 0 Nov 2010 FBC Submission DATE DESCRIPTION WINDSTORM RESISTANT DOORS — LOUVER DETAILS — REVISIONS DATE: 11/10 SHEET 12 1'- 10/31/2012 WED 13:31 FAX 3054037309 Next Door 2020/020 Dow Coming 995 or GE SSG4000 Structural Silicone Setting Block 16 Ga Surround Channels All 4 Sides of Cutout 1.5" Vetrotech Keralite Ultra 90 HI ( *1) 1.375" or Vetrotech Swissflam 45 HI ( *2) J6 -20 x 0.75" Pan Hd SMS at 2" from Each Comer & 8" oc Max 1.656 14 Go Offset Removable Glazing Stop Welded at Each Corner 8 Go Face 1 1.75 UL Fire Protection Ratings Under KCMZ- R14515 "1: 3 Hour -10" W, 33" Ht and 100 Sq. In. Area Max. 1.5 or 3/4 Hr - 23" W, 53" Ht. and 1219 Sq. In. Area Max. "2: 3/4 Hour - 23" W, 53" Ht. and 1219 Sq. In. Area Max. Vertically stiffened doors (ref. R8930, Vol 3 or 6) intended to receive glass lights must be provided with this design kit factory installed, as "cutout only" or "inner channels & cutout ". Grass lights for lock -seam doors (ref. R8930, Vol 1 or 2) may be prepared at the factory or secondary manufacturing location Sheets (Min.) 23 Max Exposed Glass Width J 1219 Sq. In. Maximum Exposed Glass Area per Leaf Design Load: +/— 70 psf Max Impact Rating: 350 ft lbf 0 Jan 2012 FBC Submission DATE DESCRIPTION WINDSTORM RESISTANT DOORS — GLAZING KIT DETAILS — REVISIONS DATE: 01/12 SHEET 13 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST IPMPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real propertly and in accordance wtth Chapter 713, Florida Statutes, the following information Is provided in this Notice of Commencement. 111111111111111111111111111111111111111111111 CFN ' 012R0387 ?21 OR Bk 28132 F's 4062; (fps) RECORDED 06/01/2012 16 :00:21 HARVEY RUVIH, CLERK OF COURT MIAMI—DADE COUNTY? FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description of pro sty and street/address: PTO-Y oN11\2151.1- b 11 300 ` I6` . AV6 C�v Ir 2. Des riper of improvement: 3. Owner(s) name and address Interest in property: Name and address of fee simple titleholder: 4. Contractor's name, address and phone number: 7 Tl(r11 1111iZtlI1Ll fli7 �� STM• Il �l l —W4 5. Surety: (Payment bond required by owner from contractor:11 any) Name, address and phone number. Amount of bond $ 6. Lender's name and address 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be sawed as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. 8. in addition to himself, Owners designates the following person(s) to receive a copy of the Lent's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement exphatlon date is 1 par from the data of reoording unto a r8fferent data Is spedf®d} WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WiTH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owner(s) or )' Authorized Officer /C}irector/Partner/Manager Prepared By � Prepared By Print Name erff- Title/Office ce AralirlarrfiraTZWIL STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instnmient was =yr • t1 Individually, Or XPersonally known, or CI produced the following type of id Signature of Notary Print Print Name Title/Office edged before me this t i` day of M �\l zo 1 :.a _ rw • . ...�_ �r • r_.:: - -, z � �:.� [ter_ =- Under penalties of perjury,1 declare that 1 have read the that the facts stated in it are true, to the best of my Slgnature(s) of OWner(s) . '/ - 's Authorized Officer /Dlrector/Partner/Manager who signed above: r' By - By 179.0142 PACES MO NMI FALM if Aulf r P & Z STRUCT PL EL MC BLDG • i QUIRINO CONSTRUCTION COMPANY 1987 N.E. 119th Road Miami, Florida 33181 JOHN A. QUIRINO BUILDERS CONTRACTORS DESIGNERS 0 - 305 - 892 -1987 C - 305 - 297 -7327 F - 305 -891 -7722 qu{rtnoco @aol.com Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: &RAY OM ifQS! flf rECMIn k MAY 2 2 26i2 FBC 20 Permit No. C !a. Master Permit No. ROOFING limo u-E. 20, Auir ANDKA.c, l(l e f' City: Miami Shores County: Miami Dade Zip: 33) G 1 • l0%�$ Folio/Parcel #: I- Z 13 U• 0O?- 0 0 50 Is the Building Historically Designated: Yes NO A10 Flood Zone: S18 OWNER: Name (Fee Simple Titleholder): Ba417 UAhI //ERsiT Y A� hone #: � £ft 3995 Address: 11300 Ali. C . 2 Pe a JE I/ City: /1J*Kt 51i0OZAS State: fJ.OR, OA Zip: v a 1 6 1 Tenant/Lessee Name: "'"14 Phone #: 305 89q 34435 Email: 41 Pb° EDO CONTRACTOR: Company Name: CP iRIND 61.1$TRVLT/OQ% 40 Phone #: 305 gCI 1917 Address: 19$7 &1E. ) l4 r: lap 149 City: A/A/IS H t State: PUPA* RA Zip: $! j f I Qualifier Name: .1014*) 4 Civ 1RImis Phone #: 3oS 892.19g7 State Certification or Registration #: C GC 031440 Certificate of Competency #: Contact Phone #: 3e s Be 2: 19 ri Email Address: Q() /IZ /Wo'° a AOL . 60 a DESIGNER: Architect/Engineer: MiJI //E& f p, m ovs Ai Assoc << Phone #: 9Si • Q:al • irll 4 Value of Work for this Permit: $ 't 1 Don Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration UNew ❑Repair/Replace REM0171.L- EYisfIN& ResrRoa►s f MMAU ims 3 ) ❑Demolition Color thru tile: +++++++++* + + * * + + + + + + * * * + + +*+ + + + * + * * * * +* Fees*+*+++++++*+* + * + * + + + + * + + + + + + * * + + * * * * + * * + + + *+ Submittal Fee $ Permit Fee $ 4261649‘) CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 1 )2 (A CO Bonding Company's Name (if applicable) •� Bonding Company's Address City State •• Zip ""` Mortgage Lender's Name (if applicable) r' Mortgage Lender's Address City r 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 JEFORE 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 ',. a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of Ay , 20 l� ; by �a1�41r' f '(,�A(t 99 who is personally known to me or who has, produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: The foregoing instrument was acknowledged R before me this I (p day of , 20 II I, by Joh ✓1 . to L f s'r 1 c who is persona y known to me or who has produced FL, My Commission Exp APPROVED BY , as iden NOTARY PUB Sign: VI / '17 Print. jk' g 1 . /IvhOL3a - I it rivi IC My Commission Expires: �! diti .0 11 Plans Examiner Structural Review (Revised 5 /2 /2012)(Revised 3 /12 /2012)(Revised 07 /10 /07XRevised 06 /10 /2009XRevised 3/15/09) Zoning Clerk QUIRI.1 OP ID: BH A 9REY CERTIFICATE OF LIABILITY INSURANCE °A 5/14°'2 05/14112 _. 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: It 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 954 - 731.5566 W.F. Roemer Insurance Agency 4752 W. Commercial Blvd 954 - 731-8438 Fort Lauderdale, FL 33319 William F. Dowd eeT PNONE FAX Flo. EM,; INC, No): -PdAIL DRESS: INSURER(S) AFFORDING COVERAGE NAIL $ INSURER A : Mid - Continent Casualty Co INSURER B : 23418 INSURED Qui ino Construction Co 1987 NE 119 Road North Miami, FL 33181 INSURER C: 04GL000848T25 INSURER D : 05/11113 INSURER E $ 1,00000 INSURER F : $ 100,000 VERAGES CERTIFICATE 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. I , R LTR TYPE OF INSURANCE ADDL INSR SUBR WVD POLICY NUMBER POLICY EPF [MMID0/YYYY1 POLICY EXP /MMIDD/YY11Y1 LIMITS B GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY 04GL000848T25 05111112 05/11113 EACH OCCURRENCE $ 1,00000 DP SES noel $ 100,000 CLAIMS -MADE X OCCUR MED EXP (My one parson) $ Excluded PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEML AGGREGATE LIMIT APPLIES PER 7 POLICY DTI T I IPF C 7 LOC PRODUCTS - COMP/OP AGO S 2,000,000 $ AUTOMOBILE -- LABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS .— _ SCHEDULED AUTOS NON -OWNED -AUTOS COMBINED SINGLE LIMIT (Ea accident) $ 800ILY INJURY (Par person) $ BODILY INJURY (Per acadent) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LAB EXCESS LIAR OCCUR CLAIMS -MADE EACH OCCURRENCE 5 AGGREGATE $ OED 1 I RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNER/EXECUTIVE Y / N OFFICER/MEMBER EXCLUDED? C (Mandatory in NH) It yes describe under DESCRIPTION OF OPERATIONS below N / A WC STATU- TORY LIMITS rOTH- 1 ER E.L. EACH ACCIDENT $ EL. DISEASE - EA EMPLOYEE $ EL DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS 1 VEHICLES (Mach ACORD 101, Additional Remarks Schedule B more space Is required) Subject to policy terms and conditions. MIAMIS2 Village of Miami Shores 10050 NE 2 Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2010/05) 01988-2010 ACORD CORPORATION. Ali rights reserved. The ACORD name and logo are registered marks of ACORD ACORD® CERTIFICATE OF LIABILITY INSURANCE (��• DAT122/201V Y) 11/22/2011 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 POUCIES 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 W F ROEMER INS PO BOX 190669 TAMARAC FL 33319 CONTACT E CT PHONE Extl: (CA4)731- .5.5HR FAX No): . ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC 0 INSURER A: FWCJUA LIABILITY • COMMERCIAL GENERAL LIABILITY INSURED QUIRINO CONSTRUCTION CO INC 1987 NE 119TH ROAD NORTH MIAMI FL 33181 FEIN: 596172614 INSURER B : INSURER C : • INSURER D : $ INSURERE: $ INSURER F : $ • 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 POUCIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR LTR - TYPE OF INSURANCE ADDL , SUBR , iA. . PO U NUMBER �• POUCY EFF MM/DD POUCY EXP DO LIMITS GENERAL LIABILITY • COMMERCIAL GENERAL LIABILITY • • EACH OCCURRENCE $ DAMAGE TO RENTED PREMISES (Ea occurrence) $ MED EXP,(Any one person) $ CLAIMS -MADE n OCCUR PERSONAL & ADV INJURY $ ' • GENERAL AGGREGATE $ • PRODUCTS - COMP /OP AGG $ GEN'L AGGREGATE LIMIT APPLIES 7 POLICY 17. SECT PER -1. LDC '. ' . • • . $ AUTOMOBILE — LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS — _ ' ,,.� SCHEDULED NON-OWNED AUTOS - COMBBIIN SINGLE UM. IT $ BODILY INJURY'(Per person) ' ' $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA UAB EXCESS UAW { OCCUR CLAIMS -MADE ? •. EACH OCCURRENCE $ AGGREGATE $ $ DED TENTION $ RESATION A WORKERS CO AND EMPLOYERS' OFFICE/MEMB R (Mandatory oorry In NH) MINIMUM If DESCRIPTION OF LIABILITY ECUTIVE EXCCL DED OPERATIONS below ' Y / N Y N / A ❑ 9607L30A PREMIUM POLICY 11/7/2011 11/7/2012 x WC STATU- TORY LIMOS OTH- ER E.L EACH ACCIDENT $ 100,000,00 $ 100,000.00 $ 500,000.00 E.L DISEASE - EA EMPLOYEE E.L DISEASE - POLICY LIMIT DESCRIPTION OF OPERATIONS ! LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule. If more space is required) • Village of Miami Shores Building De artrrlent 9 p 10050 NE 2nd Avenue Miami Shores PhoneNumber • FL 000- 000 -0000 33136 • . SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL. BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. ' ` t, ' AUTHORIZED REPRESENTATIVE '(1‘.1f 9, ACORD 25 (2010/05) . . . The ACORD name and logo are registered marks of ACORD --NN STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 QUIRINO, JOHN ANTHONY QUIRINO CONSTRUCTION COMPANY 1987 NE 119 RD NORTH MIAMI FL 33181 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 find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your. custom2rs3 Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE (850) 487 -1395 STATE OF FLORIDA ACS` DEPARTMENT OF-BUSINESS AND ru PROFESSIONAL REGULATION CGC031466 06/15/10 097060187 CERTIFIED GENERAL CONTRACTOR QUIRINO, JOAN ANTHONY QUIRINO.CONSTRUCTION COMPANY IS CERTIFIED under the provisions of Ch.489 Fs Expiration date; AT,rC ":31,,' 2412 L10063:501055 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD SEf# L10061501055 DATE BATCH NUMBER LICENSE NBR 06/15/2010 097060187 CGC031466 The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2012 QUIRINO, JOHN ANTHONY QUIRINO CONSTRUCTION COMPANY NORTH MIAMI, FL 33181 CHARLIE'CRIST CHARLIE LIEM GOVERNOR INTERIM SECRETARY DISPLAY AS REQUIRED BY LAW Miami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: CC ? 9'17 DATE: \ip Contractor o Owner o Archite rn 0 From the building department on this date in order to have corrections d•ne to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Buildin Depa ment to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL Pe i o: 1 922 Job Name: June 1, 2012 Miami Shores Village Building Department Building Critique Sheet 1) Provide approval from Miami Dade Fire. 2) Provide approval from Miami Dade County DERM. 3) Provide all permit applications prior to any further review. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 5-- 2:3 —/ Z- Miami Shores Village Building Department 1 10050 N.E2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795 2204 Fax: (305) 756.8972 Permit No. C '-1 Z', Job Name 474 PLUMBING CRITIQUE SHEET Pe-td,,;,7 TE: ALL. SHEETS MUST:BE'REVIEWED MIAMI -DADE COUNTY BUILDING DEPARTMENT • Herbert S. Saffir Permitting and Inspection.Center 11805 SW 26th Street (Coral Way), • Miami; Florida 33175 - 2474' - -'(786) 315 -2100 AP.PLI.CATION FOR MUNICIPAL PERMIT APPLICANTS . THAT REQUIRE PLAN REVIEW FROM MIAMI -DADE FIRE RESCUE AND /OR DEPARTMENT OF ENVIRONMENTAL RESOURCES MANAGEMENT y • PROVIDE MUNICIPAL PROCESS NUMBER HERE . • -Lt. i z w . w o a Q,uarry lArncriers4,0-1 Job Address 1130 0 A/� �' `1 A., e., A1arii'1 S R CONTRACTOR INFORMATION • Contractor No. CC7C O31 LP 66 • . Last four (4) digits of Qualifier No. • .. S3 I Folio 4 Lot Black Contractor Name &U 11'' 1'00 CO 15 0(1-1 rin Co . Qualifier Name J ®�+n A-. vCvti c-i 1 Subdivision PBpg Address /95'7 IVE 11tj Metes and bounds Ai/1141111 � City v State Zip 331g1 l • TYPE OF • IMPROVEMENTS • • [ ] New Construction on [ ] .Demolish • Vacant Land , •[.1 Shell Only [fit] Alteration Interior ge.5`�'[ ] Addition Attached [ ]Alteration Exterior [ ] Addition Detached [ ] Relocation of Structure [ ] Re-Roof . [ ]Enclosure • '[ ] Foundation Only [ ]Repair [ ]Repair Due to Fire • .. • • • ' ) Current use of property go, Ur) 1 veirs1 /../ / • Description of Work R -p/i • o� RS{,rezr I •�O Psn� t441 T` l • Sq. F.t• 100 Units 1 .Floors ' : ( 100 . • Value of Work 7 15 ` )0 - ..[X ' : MBLD * • Category 0.1 ' .:: - s' .. a :•.. • L.: ..a' ,• [ 1 •Chg. •Contractor. . : • I •Re -issue ', .. :., •.. .. a • •• z : '[ 1Re- stamp.: .:•L- [ ]Revision • z, • ' 3 .: :.Last .[• l'Not Applicable for . 0. • Fire Owner Barr/ . Li yi.l ver 'Address 113M 1 /iJ E •:Z. nal ve. •• :.' �.. �.. - a ' . :[' ] MELE p� . . City bawl Sheres State FL Z X3161 .. ] MLPG • . ' • ' ,l _ P Phone 3Ob" i9 tei tig '• • . . .. [ ] MMEC four (4) digits of Owner's Social Security No. . • • rity . . • [. ] FIRE ' PERSON TO • PICK UP PLANS Name hn A • • Qvi1 1 y,•O • • .F z 6 W • a .. •Name. / �A1r1.U' S 61L,1©v 1 Address - Address jgoo 6116f-4-rive.. Sul 1-e, 606 • .City State Zp ' : •City fi. La eff testate rte' Zip 3314. 3 Phone 3O — 4•°/2—/ �s "7' . . . Phone q6-4--q61-6T5-0-1- rum SYtGIAL' REQUEST PLAN REVIEW (SRI) '1 am requesting a Special Request Plan .Review (SR!) to be scheduled as soon as posable at the rate of $190 for the first hour and $65 per each addition hour in addition to the review fees. Minimum charge one -hour. • .161 Request: Date: . ' 2n4 Request: .Date: 3rd Request: Date: • . REVIEW (OPR). n r • 1 am requesting Optional Plan Review (OPR) to be scheduled as soon as possible at the rate of $75for each discipline: Additional . review fees may apply. • . . . 1st Request: • • OPR (expedite reviews) 2nd Request: Effective 2/18/2011 DERM is NOT accep tin g Date: '. 3'd Request: Date: Y:'.FmwNO60161- Muuiupal Permit Applkuloadaa •