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WS-14-797Yi 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 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: I ) IV W., 440 City: Miami Shores County: Folio/Parcel #: R ECElVEt= APR 21; 2014 BY FBC 120 tO Permit No. WS) L °11 Master Permit No. Rc i 4 —361 ROOFING Miami Dade Zip: 3316 44,2436 oc.3) Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): I t4 Z ` ReS( clot.; (in. L 1� Phone#: 74,4 ZD T Son Address: r I Oavhcbet °E.ki4 * Z. City: Doll yWood State: FL. Tenant/Lessee Name: Email: Zip: 330 2.0 Phone#: CONTRACTOR: Company Nam e: - A53Ocia r Phone# jc1-3 web Address: / 4'f / zed/ ic, City: 0,1 /Q'h / State: Qualifier Name: 6GPOJ /G/C, d 1s1b State Certification or Registration #:'K'Rii$2811510 Contact Phone#: Email Address: DESIGNER: Architect/Engineer: E & UO CAS= Phone#: 16G LPG 5193 Zip: 1'9Y Phone#: 7/6. -7-4r6 s9g3 Certificate of Competency #: 0000 18171 arkzeieto mow.. Value of Work for this Permit: $ 400 Square/Linear Footage of Work: Type of Work: OAddition Description of Work: e *Ceri cr 61,004 OAlteration ONew XRepair/Replace ODemolition 6l '4 r _: ..► s Color thru tile: *************************************** F************* * * * * * * * * * * * * * * * * * * * * * * * * *** * * ** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Trainmg/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ *Bonding Company's Name (if applicable) Bonding Conpany's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 'ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDmONERS, 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 areinspecon fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this ,201,by YDPINJ C)NA!\(:— who is‘ersona y knoto me or who has produced As identification and who did take an oath. Sign: Print My Commission TAYANA CAMPOS MY COMMISSION #FF008370 EXPIRES: APR 15, 2017 Bonder through 1st State Insurance *************** ** APPROVED BY Signature Contractor The foregoing instrument was acknowledged before me this P1 day of APR/ C , 20 /V, by E 0211047 , who is,Wr.son;liji known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: 3pyV-' 14/ &//2 SOlaG . /2 744/6 Commission #E14 Mp Comntbsisn Expos M. 1Z 2016 **************************000********************************* Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10 /2009)(Revised 3/15/09) Zoning Clerk 4/15/2014 tam t r de. s ov Property Information Map Property Information Map My Home Miami -Dade County, Florida Aerial Photography-2012 0 This map was created on 4/15/2014 3:47:01 PM for reference purposes only. Web Site 02002 Miami -Dade County. All rights reserved. 112 ft Summary Details: Folio No.: 11- 2136 -003 -0530 Property: 143 NW 110 ST Mailing Address IH2 PROPERTY FLORIDA L P 1 OAKWOOD BLVD #250 HOLLYWOOD FL 33020- Property Information: Primary Zone: 0800 SGL FAMILY - 1701 -1900 SQ CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths 4/2 Floors: 1 Living Units 1 Adj Sq Footage: 1,814 Lot Size: 9,150 SQ FT Year Built: 1940 Legal Description: 36 52 41 MIAMI SHORES EXT PB 43-40 LOT 21 BLK 220 LOT SIZE 75.000 X 122 COC 26349 -3517 04 2007 5 OR 28781 -3332 0813 01 Assessment information: ear: 2013 Land Value: $44,981 Building Value: $131,529 Marlaet Value: $176,510 ssessed Value: $176,510 Exemption Information: Taxable Value Information: 2013 2013 Homestead: ad: Regional: $25,000 , ---111 $50,000/$126,510 YES Taxable Value Information: Sale Information: Sale Date: /2013 Sale Amount: 325,000 i httpJ/ gisims2 .miamidade.govImpomelprintmap. asp? mapurl= http:// gisims2 .mianidade.govdoutput/md_prop s014245754044968939 .jpg&scale= 112&folio= 112136... 1/2 2013 axing Authority: Applied Exemption / Taxable Value: Regional: $50,000/$126,510 County: $50,000/$126,510 $50,000/$126,510 chool Board: $25,000/$151,510 Sale Information: Sale Date: /2013 Sale Amount: 325,000 i httpJ/ gisims2 .miamidade.govImpomelprintmap. asp? mapurl= http:// gisims2 .mianidade.govdoutput/md_prop s014245754044968939 .jpg&scale= 112&folio= 112136... 1/2 4/1512014 Property Information Map ■ Sale O/R: 8781 -3332 Sales Qualification Description: Sales qualified asa result of examination of the deed View Additional Sales httpJ /gisims2.miaM le. golimpomel printmapasprrapurl= Mip:// gisims2 .miarridade.goVoutixt/md_prop s014245754044968939jpg8 �112&folicF112136... 2/2 Action Taken by Written Consent of the General Partner of IH2 Property Florida, L.P. February 27, 2013 1H2 Property GP LLC, a Delaware limited liability company (the "General Partner "), as the general partner of IH2 Property Florida, L.P., a Delaware limited partnership (the "Partnership "), acting without a meeting pursuant to Section 17- 405(d) of the Delaware Revised Uniform Limited Partnership Act, (6 Del, C, § 17 -101, et seq.) (the "Act "), hereby takes the following action by unanimous written consent as of the date set forth above: WHEREAS, Roman Pavlik has been retained to provide certain services to the Partnership; and WHEREAS, the General Partner desires to grant Roman Pavlik the authority to take certain actions on behalf of the Partnership. NOW, THEREFORE, BE IT RESOLVED, that Roman Pavlik be, and he hereby is, authorized and directed to do and perform, or cause to be done and performed, all acts and things and to make, execute and deliver, or cause to be made, executed and delivered (including by granting a power of attorney with respect to), all contracts (including purchase agreements in respect of one to four unit homes located in the State of Florida), deeds, deeds of trust, mortgages, leases, rental agreements, property management agreements, utility bonds, assignments of rents and leases, and such other instruments or documents, in each case, in the name and on behalf of the Partnership that may be necessary to carry out the day -to -day business of the Partnership. IN WITNESS WHEREOF, the undersigned has signed this written consent as of the date first written above. GENERAL PARTNER: IH2 PROPERTY GP LLC By: Name: Devin Peterson Title: Managing Director and Vice President Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number. INSP- 211105 Permit Number: WS -4 -14 -797 Scheduled Inspection Date: May 21, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: , Work Classification: Window /Door Replacement Job Address: 143 NW 110 Street Miami Shores, FL 33168- Project: <NONE> Contractor: E.0 & ASSOCIATES INC Phone Number Parcel Number 1121360030530 Phone: (305)480 -7886 Building Department Comments REPLACE 2 DOORS Infractio 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 /rG�i,%l May 20, 2014 For Inspections please call: (305)762-4949 Page 12 of 30 k\osT.oaR. DOOR'S PRESSURES 7°< SLOPE: 3.50 1= 1 Kz= 0.85 Kd= 0.85 Kzt= 1 VELOCITY PRESSURE qh=0.00256*Kz*Kzt*Kd*V21 PSF Importance Factor r qh= 56.64 1 <=270 AS PER ASCE 7-10 EXPOSURE C a= 9.5 in/FT zgr-- 900 FT V= 175 mph h= 12.00 FT 0= 16.26 DEG. -Largest Length L= 57.58 FT Shortest Length B= 49.50 FT a=(Minimum of 0.1*B4O.4*h,3)= 4.80 FT 'BUILDING TYPE ENCLOSED Gcpi= 0,18 AREA OF DOORS No, W in Horiz in 1 32 80 POSITIVE ZONES 4.5 ENCLOSED Area Eff. Gcp S.F. 1 17.78 0.96 NEGATIVE ZONE 4 ENCLOSED Area Eff. Gcp S.F. 1 17.78 -1.06 NEGATIVE ZONE 5 ENCLOSED Area Eff. Gcp S.F. 1 17.78 -1.31 Area ft2 17.78 Ultimate Wind Gcpi Uwp PSF 0.18 64.34 Ultimate Wind Gcpi Uwp PSF 0.18 -70.00 Ultimate Wind Gcpi Uwp PSF 0.18 -84.50 Nominal Wind Nwp=0.6Uwp Nominal Wind Nwp=0.6Uwp PSF v Florida Building Code Online hr • Hotta pepartmenttf Busjnes - Protessi Regulation BCIS Home I Log In I User Registration I Hot Topics ; Submit Surcharge I Stets & Facts roduct Approval SER: Public User Page 1 of 4 Publications FBC Staff ' BCIS Site Map Product Aooroval Menu > Product or Aoolicatlon Search > Aoollcation IJst > Anulioation Detail Links I Search FL # FL4904 -R5 Application Type Revision Code Version 2010 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 sschrelber @masonite.com Authorized Signature Technical Representative Address /Phone/Emall Quality Assurance Representative Address /Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Mane em gent Institute, National Accreditation & Management Institute, Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Product Approval Method Method 1 Option A http : / /www.floridabuildina.orenr /nr any dtl.asnx ?oaram= wGEVXOwtDateluIwH bblSc... 2/26/2014 1 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved 10/12/2011 03/18/2012 03/26/2012 Page 2 of 4 Summary of Products FL # Model, Number or Name Description 4904.1 Wood -edge Steel Side- Hinged 6' -8" Opaque I/S and 0/S Single Door Door Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +76.0/ -76.0 Other. Evaluated for use in locations adhering to the Florida BuildIn. Code Including the High Velocity Certification Agency Certificate FL4904 RS C CAC NI006110.01.od Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL4904 R5 II FL0128.odf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL4904 R5 AE 504A.odf 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. When large missile impact resistance is required, hurricane protective system Is NOT required. See DWG - MA-FL0128-05 for details. Created by Independent Third Party: Yes 4904.2 Wood -edge Steel Side - Hinged Door Units 8' -0" Opaque I/S and 0/S Single Door 1 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: 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 Certification Agency Certificate FL4904 R5 C CAC NI006110.02.odf Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL4904 RS II FL0129.odf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL4904 R5 AE 503A.odf 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. . When large missile impact resistance is required, hurricane protective system Is NOT required. See DWG - MA- FLO129 -05 for details. -- . -...— , --) , Created by Independent Third Party: Yes II` I 1490 tod -edge a ide Hin a or Uni :" .... e a • 1 Door w • . - T j Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/ -55.0 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. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG -MA- FL0128-05 for details. Certification Agency Certificate FL4904 R5 C CAC NI006110.01.odf Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL4904 RS II FLO128.odf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL4904 R5 AE 502A.odf Created by Independent Third Party: Yes 4904.4 Wood -edge Steel Side - Hinged Door Units 8' -0" Opaque I/S Door w/ or w/o Sideiites (Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +45.0/ -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 Institute, determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12' -G ",. 8' -3' max nornindi :Al.:. When large missile Impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG -MA- Certification Agency Certificate FL4904 R5 C CAC NI006110.Q2.odf Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL4904 R5 II FL0129.odf Verified By: National Accreditation & Management Created by Independent Third Party: iI Evaluation Reports i L.-+9u4 k:, AL Su A.udr Created by Independent Third Party: Yes http : / /www.floridabuilding.org/pr /pr app_dtl.aspx? param= wGEVXQwtDgtelulwHNbblSc... 2/26/2014 Florida Building Code Online Page 3 of 4 4904.5 Wood -edge Steel Side - Hinged Door Units 8' -0" Opaque 0/S w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.0/ -45.0 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. hen large missile impact resistance is required, hurricane protective system is NOT required on opaque I panels, but Is required on glazed panels. See DWG -MA- FL0129 -05 for details. Certification Agency Certificate F149 RS C CAC NI006110.02.odf f Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL4904 R5 II FL0129.odf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL4904 R5 AE 501A.odf Created by Independent Third Party: Yes 1 1 4904.6 Wood -edge Steel Side - Hinged Door Units 6' -8" Glazed I/S and 0/S Door w/ or w/o Sidelites !Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50.5/ -50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velodty 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. When large missile Impact resistance Is required, hurricane protective system is required. See DWG -MA- FLO130 -05 for details. Certification Agency Certificate FL4904 RS C CAC NI006110.03.odf Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL4904 R5 II FLO130.odf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL4904 R5 AE 502A.odf Created by Independent Third Party: Yes Q 904.7 I Wood -edge Steel Side - Hinged Door Units 8' -0" Glazed I/S Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40.0/ -45.0 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. When large missile impact resistance is required, hurricane protective system is required. See DWG -MA- FLO131 -05 for details. Certification Agency Certificate FL4904 R5 C CAC NI006110.04.Ddf Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL4904 R5 II FLO131.odf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL4904 R5 AE 501A.odf Created by Independent Third Party: Yes 4904.8 Wood -edge Steel Side- Hinged Door Units 8' -0" Glazed 0/S Door w/ or w/o Sidelites Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +45.0/ -40.0 Other. Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for IBuildings and Other Structures, does not exceed the design pressures listed. 12' -0" x 8' -0" max nominal size. When large missile impact resistance is required, hurricane protective system is required. See DWG -MA- FLO131 -05 for details. Certification Agency Certificate FL4904 RS C CAC N1006110.04.pdf Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL4904 R5 II FLO131.odf Verified By: National Accreditation & Management Created by Independent Third Party: Evaluation Reports FL4904 R5 AE 501A.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850 -487 -1824 The State of Florida Is an AA/EEO employer. Copyright 2007 -2013 State of Florida, :: Privacy Statement :: Accessibility Statement :: Refund Statement ∎.:rdalaw, ..ai; http :/ /www.floridabuilding.org /pr /pr app dtl. aspx? param= wGEVXQwtDgteluIwHNbb1Sc... 2/26/2014 • Florida Building Code Online Page 4 of 4 send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick hem.. Product Approval Accepts: Windows Media Player Download Media Player Latest Download. M (*elating Systems. (Recommended) IM C. "t rrl SAFE http : / /www.floridabuilding.org /pr /pr app_dtl.aspx? param= wGEVXQwtDgteluIwHNbblSc... 2/26/2014 NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation 1955 Fowls Road West Chicago, IL 60185 Certification No.: Certification Date: EXpiration Date: Revision Date: NI006110.01 07/23/2005 12/31/2014 09/27/2011 Product: Wood-Edge Steel Opaque Inswing or Outswing Door NW' and w/o Non-Impact Rated Sidelites (W/Wood Frame unless noted) Specifications Tested To: TAS 201-94/202-94/203-94 The "Notice of Product Certification" is only Valid lithe NAMI Certification Label has been applied to the product as described within this document. The certificze: )n label represents product conformity to the applicable specification and that all tertifteation criteria has been satisfied. This product has been approved for listing wit in NAMI's Certified Product Listing at www.Namicertification.com. NAMPs Certification Program is accredited by The American National Standards Institute (ANSI) , eorge waslimgtgn ano way ay Tel: (804) 684-5124/Faxt (804)684-5122 NAMI AUTHORIZED SIGNATURE: s, YA43072 Configuration Inswing. or °Inswing VS: .Glazed or Opaque 'Opaque Maximum Size 3'0" x 61" Structural Design Pressure +76146 Water Test Pressure 2.86 psf Missile Impact, Rated Yes Test Report Number Drawing Number & Comments NM-2104929-1 Maximum Panel .SizeT.3'0" x 6'8" Anchor Detail-MA-FLO.12845 X Single X Single 0/S Opaque 3'07-x 61" . . +76/46 8;25 psf • Yes NCTL-210-2929,1 Mit Xiinurn Panel Size: 3'0" x 6'8" Anchor Detail-MA-FLO.128-05 NCTL-210-29304 Maximum Panel Size: 31r- x 6'8"/Sidelite: 3'0"x 6'8" Anchor Detail-MA-H.0128-05 XX Double 1/S Opaque 6'0 pt: 6'0"' +$V.i.,55 2.86 psf Yes. XX Double 0/S Opaque 6".0" x 6'87- +55/-55 8.25 psf Yes Ncrw10-2930-1 Maximum Panel Size: 3'0" x 61"/Sidelite: 3'0" x 6'8" AnchOr DetaitNIA-EL0124-05 XO/OX Single w/Sidelite I/S Opaque Door Glazed Sidelite 61Pfx.6' r +55/45 245 psf DoorYes. Sidelite-No- Nem-2104004 Maximum Panel Size: l'0"x 6"8"/Sidelite: 3,0" x 61" Anchor Detail-MA-FLQ128-05 .X0/0X Single w/Sidelites: 0/S Opaque Door • Glazed Sidelite eo"..x. 6'8 • -1-55/45 8.25 psf Door-Yes :Sidelite,Na 4CIL-21049301 Maximum Panel Size: 3"0" x 6'8"ISicialite: 3'07 x 61" Anchor Detail-MA-FL0128435 OXO Single w/Sidelites • I/S Opaque DrtOr. Glazed Sidelites 91trl'x 6'8" +55A55 2.86 psf Door-Yes. Sidelites-No NCTL-210-29304 Maximum Panel Size : rir x 6"8"/Sidelite: 30 x 6'8" Anchor Derail-MA-FLO128-05 OX0 Single w/Sidelites 0/S. Opaque Door Glazed Sidelites - . 9"07 6'87 . +55145 825 psf Door-Yes Sidelites-No NC11,210-2930-1 Maximum. Panel Size: 3'0" x 6,131Sidelite: 3'O" x 6"8" Anchor Detail-MA-FLO128-05 QXXO Double w/Sidelites. I/S Opaque Doors Glazed Sidelites. 12'4" x 6'8" 1-55/45: - 216 psf : Doors-Yes Sidelites-No NCTI.4.10-29304 Maximum Panel Size: 3-0"s x 61"/S•idelite: 3'0" x .6' 8" Anchor Derail-MA-fL0128-05 ()XXO Double • w/Sidelites OA Opaque DM" Glazed Sidetites 12'4" x6'8"• +55/45 -8.25 psf Doors-Yes Web:toys-No NCTL410-2930-1 Maximum Panel Size: 3'0" x 6.8"/Sitie • t: 3'0" x678" Anchor Detail•MA,FL 8 5 Nititimisa A enratiliteettAft ,ev. itii4........-- --a r.-_....._ '7__ _ .C.NiA Af AT.1 ' ■...! .. . - .- ■-• . -...._ _ , eorge waslimgtgn ano way ay Tel: (804) 684-5124/Faxt (804)684-5122 NAMI AUTHORIZED SIGNATURE: s, YA43072 Luis R. Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27023 336 -945 -9695 Manufacturer. Masonite Report #: 504A Date: 12/29/09 Product Single Door 3'x6'8` Scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Drawings verification: This analysis verifies anchoring for the following drawings: DWG -MA FL0120-05 DWG- MA- FL0122 -05 DWG -MA FL0124-05 DWG -MA FL0126-05 DWG- MA- FL0128-05 DWG- MA- FL0130 -05 DWG- MA- FL0132 -05 DWG- MA- FL0134 -05 DWG- MA- FL0140 -05 DWG- MA- FL0151 -06 DWG- MA- FL0153-06 DWG- MA- FL0155-06 DWG- MA- FL0158-06 DWG- MA- FL0160-07 DWG -MA FL0162 -07 Anchors to be qualified; 1. #10 Wood screw, for installation in wood frame substrates. 2. 3118` ITW Tapcon, for masonry installation DWG- MA- FL0168-07 DWG- MA- FL0170-07 DWG -MA FL0172 -07 DWG- MA- FL0174-07 DWG- MA- FL0175-07 Anchor capacity in shear condition: Fastener type: #10 wood screw (NDS 2005,11.3) Side member: Douglas Fir -Larch Main member: Spruce- Pine -Fir Side member thickness: t,= 1.000 in Main member thickness. t,,: 1.500 in Side member dowel bearing strength: F ®= 4,650 psi Main member dowel bearing strength: Fe„ = 3,350 psi Minimum required penetration: 1.330 in Screw bending yield strength: Fyb = 80,000 psi Duration Factor: Co = 1.6 Tabulated lateral design value: Z. 107.0 lbs Allowable Design Value: Z'= 171 lbs/anchor Mode IV Fastener type: Substrate: Minimum embedment Minimum edge distance: Tabulated shear design value: Z = Minimum edge distance: Tabulated shear design value: Z Actual edge distance: Design value per interpolation: Z = Allowable Design Value: Z'= 3/16" ITW Tapcon Hollow block 125 in 1.13 in 112 lbs 2.63 in 197 lbs 2.50 in 189 lbs 189 lbs/anchor N.O.A. 07- 1126.10 Minimum C to C spacing: Actual C To C spacing: C to C spacing factor: 2.25 in 3.00 in 1.00 Minimum anchor capacity: 171 lbs/anchor Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. Anchor calculations. minimum required anchors Pressure against stops with bump threshold: 36.38 79.25 Single. Pressure away from stops: 36.38 Al, Al 1 of 2 79.25 Design pressure: 85.0 psf Zone Area (ft2) Load Obs) Ind. On) Max ' O.C. On) Anchor Result Cap. Obs) Qty Load Obs) Al 2.3 195 N/A N/A 171 2 98 OK A2 7.7 656 6.00 18.00 171 5 131 OK Design pressure: 85.0 Luis R. Lomas P.E. 1/7/2010 'f /l.ulief1ii" Area Load �. Max. Anchor Zone (Ibs) (in) 0.C. •) Cap. Q� Load Result Al 10.0 851 6.00 18.00 171 5 170 OK Luis R. Lomas P.E. 1/7/2010 'f /l.ulief1ii" Luis R. Lomas P.E. 1432 Woodford Rd. Lewlsvile, NC 27023 338- 945 -9695 Manufacturer. Masonite Report #: 504A Date: 12/29/09 Single. Pressure against stops with saddle threshold: 36.38 1 \ / Anchor Locations; A 79.26 79.25 18.19 36.38 Design pressure: 85.0 psf Zone Area (ft2) Load abs) End. (in) Max. � Anchor Result ; Qty Load Al 2.3 195 N/A N/A 171 2 98 OK A2 8.9 753 6.00 18.00 171 5 151 OK 6.00 TYP. 6.00 TYP. I I 6.00 i 13.45 MAX. O.C. 6.00 _ I I I Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. 2 of 2 Luis R. Lomas P.E. itiv.: 62514 1/7/2010 I SIDE- HINGED WOOD -EDGE STEEL DOOR UNIT T-8" DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN ACCORDANCE WITH SECTION 2220 OF THE FBC. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. PLASTICS TESTING OF LITE FRAME MATERIAL: TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM 01929 740 'F > 650 'F RATE OF BURNING ASTM D635 0.77 IN /MIN SMOKE DENSITY ASTM D2843 1.3.4% TENSILE STRENGTH* ASTM D638 7.50% DIFF COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 :9 99 IUI IIII D ®® !' 00 SINGLE DOOR UNIT DOUBLE DOOR UNIT TABLE OF CONTENTS SHEET # DESCRIPTION 1 2 TYPICAL ELEVATIONS & GENERAL NOTES ANCHORING LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS i 'I I!� SINGLE DOOR UNIT WITH SIDELITE 21" MAX D.L.O. 149" MAX. OVERALL FRAME WIDTH 36.375" MAX. PANEL WIDTH W /ASTRAGAL 37.5" MAX. 1 FRAME WIDTH , , e a IU Do DOUBLE DOOR UNIT W /SIDELITES SINGLE DOOR UNIT SINGLE DOOR UNIT W /SIDELUTf WITH SIDELTTE Addendunb NAM Cellulite No. Mt oa L i r a- q Revised 8Y y/� Dale Reviewed 3/ 6/.2 U I' a I. DOUBLE DOOR UNIT WJSIDEUTES KURT BALTHAZOR FLORIDA P.E. #56533 CC CO O U 0 Q• CO ZO �J I= Z �0 W 00 a- U z oU V) ct m 3 W CC O F- a Nn Nn Nn Nn 'n U, 0 z 0 L. 5 Nn W a NA N 0) 0 N N C, z w J 6 IX 0 Nn W C, z_ N W U 03 0 z Nn z 0 IX DATE 7/1 1/05 ,S N.T.S. DWG. BY: SWS CNN. BY: DRAWING NO.: DWG-MA-R(1128-05 SHFFr 1 nr .? DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE CONF1G MAX WIDTH INSWING . OUTSWING INSWING OUTSWING X 37.5" +76.0 / -76.0 +55.0 / -55.0 +76.0 / -76.0 +55.0 / -55.0 +19.0 -19.0 +19.0 / -19.0 +55.0 / -55.0 +55.0 / -55.0 XX 74" OX or XO 75" +55.0 / -55.0 +55.0 / -55.0 +19.0 / -19.0 4.55.0 / -55.0 • 55.0 -55.0 -=55.0 -55:0 OXO 112.5" +55.01 -55.0 +55.0 / -55.0 +55.0 / -55.0 +19.0 -19.0 +19.0 L/ -19.0 OXXO 149" +55.0 / -55.0 KURT BALTHAZOR FLORIDA P.E. #56533 CC CO O U 0 Q• CO ZO �J I= Z �0 W 00 a- U z oU V) ct m 3 W CC O F- a Nn Nn Nn Nn 'n U, 0 z 0 L. 5 Nn W a NA N 0) 0 N N C, z w J 6 IX 0 Nn W C, z_ N W U 03 0 z Nn z 0 IX DATE 7/1 1/05 ,S N.T.S. DWG. BY: SWS CNN. BY: DRAWING NO.: DWG-MA-R(1128-05 SHFFr 1 nr .? 6 SEE DETAIL "C" SHT. 2 SEE DETAIL "E" SHT. 2 3" SEE DETAIL "F" SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". 2. MULLIONS TO BE 2-1/2" X 4 -3/8" STRUCTURAL GRADE FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG CORRUGATED FASTENERS LOCATED 3" FROM EACH END AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM 12" O.C. 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI /AF &PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1 -1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. I- 3" 0 a SEE DETAIL "D" SHT. 2 w W 0 2 i O • 0 1 � m Ui 3" 6" -- 6" 6" -- HARDWARE SCHEDULE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES TYPICAL WOOD BUCK ANCHOR INSTALLATION 1.25" MIN TYPICAL MASONRY ANCHOR INSTALLATION Addentin to NAMI CetikaI n No.: nt 1 Qo t, l i a- Reviewwe& a/ z o 10 O CO v 0 -J Q O Cr J () • CEO LIJ �c_D U C" ll.l m WOUCD 0 U) z 0 U) DATE: 7/ 1/05 SCALE: N. T. S. Dwc. BY: SWS CHIC. BY: DRAWING NO.: DWG- MA- FLO128 -05 SE :F. Z z DETAIL "D" 6" -- #8 x 2-1/2 #8 { 1.375"" 3" SEE DETAIL " #10 x 2" x 2 -1/2" #10 x 5/8" #10 x 5/8" #10 x 2" INSWING THRESHOLD 3" 6" 3" 6" FRAME / DOOR DETAIL "C" TYPICAL 0.962" - { FR — 6" #10 x 1" #10 x 3/4" 3i W SEE DETAIL O Cr 2 NI* 8 x 2 -1/2" DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. OUTSWING THRESHOLD Adttoduto to NAM1 CediTicaIbn No: ,1/4.111306.1(6 - Revired By. Date Reviewed: s/ /, x ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL, DOW 995 DOW 995 IG (1/8" TEMP. GLASS) W/ OPTIONAL DECORATIVE INSERT ALUM. STEEL OR BUTYL SPACER 1/2" BITE �_-#6 X 1 -1/2" PHS EXTERIOR INTERIOR TYPICAL GLAZING DETAIL a: L ) O 00 0 0 Q Q -D Ct • (f) Cc W o Q- U W = ir)U FW 0 0 CC a 2 g o F 3 cn cn 1n >- m z 0 Q 0 a }n Li W cn w Oa c 0) 0 N N W 0 U m 0 z cn z 0 DATE: 7/11/05 SCALE: N.T.S. DWG. BY: SWS CHK. BY: DRAWING NO.: OWG- MA- F10128 -05