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210 Palm Pl
t Permit # : L/ Job Address: ..a2 it Description of Work: Historic District: Zoning: 116- Permit Type: Building XX Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement —'New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas lanes Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone (FEMA form required for other than X) Parcel #: —/ Owners Name & Address: / f lim-&— Attach Proof of Ownership & Legal Description) Phone: Contractor Name & Address: REBDCA BERNARDAUVIE' S C'OPWANIESr 8529 S. PARK CIRCLE, SUITE 430, ORLANDOr FL 32819 State License Number: CR %C057468 Phone & Fax: — 7-2 407-327-0910 Contact Persoa7ACKIE CHINES Phone: 407-457-2643 Bonding Company: NA Address: Mortgage Lender: NA Address:' Architect/Engineer: NA Phone: Address: Fax: 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 standards of all laws regulating construction in this jurisdiction. 1 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 of 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: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the uirements JFlonda ien Lpw, FS 3 31 06 Signature of Owner/Agent Date Si of Coniractor/Agrnt , Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID Signature ate DEBBIE BLANTON MY COMMISSION # DD 1W491 C0111TUM Ag. Q'— IWiAIl Ro!otraryd'M0007 c&"!!•NOTA0* FL Neb,r nie,,,.a. e....._ Co. 011-, APPLICATION APPROVED BY: Bldg o •f Zoning: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 DAv1D .JOHNSON. CFA. ASA PROPERTY APPRAISER SEMINOLE COUNTY FL.. PALM PL 1 101 E. FIRST 5T SANFORD ,FL32771-1d66 407-665-75013 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 06-20-31-505-OA00- Tax District: S1-SANFORD 0240 Number of Buildings: 1 Depreciated Bldg Value: $51,823 Owner: CROSS AUDRA 8 Exemptions: 00- HOMESTEAD Depreciated EXFT Value: $377 Land Value (Market): $10,680 Own/Addr: SMITH RONALD Land Value Ag: $0 Address: 210 PALM PL City,State,ZipCode: SANFORD FL 32773 JustlMarket Value: $62,880 Property Address: 210 PALM PL SANFORD 32773 Assessed Value (SOH): $50,242 Subdivision Name: WOODMERE PARK 2ND REPLAT Exempt Value: $25,000 Dor: 01-SINGLE FAMILY Taxable Value: $25,242 Tax Estimator SALES Deed Date Book Page Amount Vac/imp 2004 VALUE SUMMARY CORRECTIVE DEED 06/2004 05367 0712 $100 Improved Tax Amount(without SOH): $677 QUIT CLAIM DEED 02/2004 05229 0547 $100 Improved 2004 Tax Bill Amount-. $487 WARRANTY DEED 03/1999 03635 0072 $52,500 Improved Save Our Homes (SOH) Savings: $190 PROBATE RECORDS 02/1999 03590 1035 $100 Improved 2004 Taxable Value: $23,779 WARRANTY DEED 01/1976 01101 0733 $20,000 Improved DOES NOT INCLUDE NON -AD VALOREM CERTIFICATE OF TITLE 01/1975 01057 1329 $1,000 Improved ASSESSMENTS Find Comparable Sales within this Subdivision LAND Land Unit Land LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Units Price Value LEG LOT 24 BLK A WOODMERE PARK 2ND FRONT FOOT & 60 115 .000 200.00 $10,680 REPLAT PB 13 PG 73 DEPTH BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1961 3 888 1,470 888 CONC BLOCK $51,823 $68,188 Appendage t Sgft ENCLOSED PORCH UNFINISHED / 306 Appendage / Sgft UTILITY FINISHED/ 56 Appendage/ Sqft CARPORT FINISHED / 220 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New ALUM PORCH W/GONG FL 1989 63 $192 $410 WOOD UTILITY BLDG 1980 77 $185 $462 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. if you recently purchased a homesteaded property our next ear's property tax will be based on Just/Market value. http://www. scpafl.org/pls/web/re_web. sem inole_county_title?parcel=0620315050A... 3/30/2005 S _ 4 5 - — LRACT# 214655 6 at epee+ f '•- y Iy a (• .( I T G. LFS 7- T MaGF' CUSTOM II a STORE ss 57 OV L p._ 7/ J i' i/h /::, r L tky UTY irry E!63 V^l TFt FP LAWE'S iiACTOR Us•E NU r i R G : wxo - 4 aa•aeM AM WI4M'y1 NY1t1Wt/f Yli: ww r•arr Ai .^4 MJV; tND:- IVN'^M4¢Wyrh Ualattntap Ina k 1 ea:s,}5) om w 0.51.. t h Yi A y.-n. r..}i i4 ih.i t: t{.tfi1/+4 F1 trii • Y -.Hy. i . .. . r, - ; a va.. T Apt3t QoMi411}a1 Aeo4ft Ixlw tyt: as dYtitwd Nrd Itw Y/ry • 4 a4! . tr i 7 ti11?4 VI'!'#fR71hMy44tJ11M gbD Ntlltl 11+IiAtlaiplYaf TQ't1'' . '.fir n - - BTA sD0yrSS cnY BT P 7-773 Lowe's notify Installation customers that a I prior to19713. See pamphlet EPA 747-K-99-( t ti 5 7AZti_' E.T1-y j r A-11 7?NA,- - , 6"--n fr o V.e,; -% HA-z/U tal Proteelon A based paint hazard for details. r,.. r (EPA) has requested that may exist in dwellings built I r• Work Is to commence upon reasonable availability till Contractor which Is anticipated to be [till in date). Estimated completion data is _ _-__ [fill in date]. NOTICE. TO CUSTOMER All items listed in this contract and specification sheet(s) are to be installed under conditions agreed upon at time of purchase and at the price appearing on this contract form. This assumes sound existing substntelurva. superstructure and points of attachments. Extra labor or material incident to installation necessitated by defective substructures. superstructure, points of attachment, or the moving of fixtures or appliances to be billed at extra cost to customer. DO NOT SIGN THIS CONTRACT UNTIL COMPLETE AND YOU HAVE READ THE TERMS AND CONDITIONS CONTAINED ON THE REVERSE SIDE OF THIS CONTRACT. BY SIGNING BELOW, YOU ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDER- STAND AND AGREE TO THE TERMS AND CONDITIONS SET FORTH ON THE REVERSE SIDE OF THIS CONTRACT. YOU ARE ENTITLED TO A COPY OF THIS CONTRACT AT THE TIME OF SIGATURE_ _ wtTNESS OUR HANO(S) AIVO EAt (S) eEl AW TMIS f _ AY OOFSeal) O ner of Above hY ttttpif O sea]) 8otloipaeA carnoelgs kiet'tejrnl`fld: rt tr :Ih Seal) lltl'[ r' tYtjtgf$11t ptitla'tlar C11lL4llIL'1 y1 tt7t!'iClakAi tllMerf ' K CrMtl1t Is' , FILE COPY LoWE'S Campenl s Ines. 8529 South Park Cr. Suite 430 Orlando, Florida 32819 Bus. 407/370-2872 Fax. 407/352-6309 Limited Power of Attorney Date:/ To: Building Department From: Rebeca Alicia Banuelos-Bernard I hereby name and appoint Nan Holmes, Mindy Holmes & Jackie Caines, a permit service for Lowe's Home Centers, Inc. to be my lawful attorney in fact to act for me and apply to for a Aw/) permit for work to be performed at a location descril C:;/o iv Job) Owner of Property) And to sign my name and do all things necessary to this appointment. Thank you for your assistance. Sincerely, rRebeca Alicia Banue s-Bernard Regional Installed Sales Manager Primary State Qualifier CRC 057468 CA Sworn to and subscribed before me this2d, day ofdf 2004. No. public My commission expires ' Y Rebecca Velez MY COMMISSION # Velez MY EXPIRE January 1Y, 2007 BONDED THRU TROY FAIN INSURANCE. INC 2005-03-30 10:05 407-430-4069 4 ki 1.657-INSTALLED SALES, R 4/5 PERMIT ' PLAA S REV'EW ®F Sq ED NFORD OFFICE Intertek Testing Services Its%Data Review Cerl cat, Certificate #3026447B This certifies that lntertek Testing Services/ETL Semko has reviewed structural load test data and documentation supplied by Masonite/Premdor Exterior Door Products on the product lines indicated below to determine the appropriate design load and impact ratings as specified by Miami -Dade County, Florida Protocol PA202 and the appropriate impact rating as specified by Miami -Dade County Protocol PA201 and PA203 or ASTM E1996 and ASTM E1886. The data supplied was reviewed for applicability in support of the data contained in the Masonite/Premdor Product Performance Data Manual for the product line and product models indicated below. ITS/ETL Semko certifies that the test reports provided are consis- tent with the Masonite Certificate of Performance sheets (COP's) contained in the product performance data manual specified herein. The attached Masonite/Premdor COP/Test Report Validation Matrices (uniquely numbered by product model) provides correlation information for each product model reviewed indicating the test lab, report number(s), product size and installation information and ratings for design load and applicability of the large missile impact test. All applicable COP's and Matrices must bear the Warnock Hersey verification stamp . Product Line: Castlegate Entry Doors Product Models: Wood -Edge Steel Door Units (Matrix #3026447B-001) Metal -Edge Steel Door Units (Matrix #3026447B-002) Fiberglass Door Units (Matrix #3026447B-003) Flush Glazed Door Units (Matrix #3026447B-004) ITS/ETL-Semko has no direct knowledge of the tests conducted and has made no attempt to verb the accuracy or correctness of the data submitted. The review conducted was only to determine that the manufacturer's claims as represented in the COP's are correct representations of the data supplied from the laboratories. ITS/ETL Semko's review was for structural performance results only and did not include review of air infiltration or water penetration test results. ISSUED: 6-14-02 BY: Jim Turgeson, Project Manager Revision Date: March 10, 2003 Supercedes Certificate #302644713 Issued June 14, 2002 COP# WL-) Frame Type Conllg. Swing 110) Max. Overall Size (ins.) Leal# Nominal Max. Leal Size (Ins.) Glazing Type' aOP pit) OP pal) Impact Appr'd Ref. Test Reports' I Rol. Evil. Report Aas'y Oetiil MAD-WL-MA) Intall Detail MID-WL-MA) CA4101.02 wood X 1 36 x 80 1 36 x 80 0 76.0 76.0 Y NCTL-210-1864 7.8 0001.02 0001.02 CA4102-02 wood XX 1 72 x 80 1.2 36 x 80 0 55.0 55.0 Y NCTL-210.1905 10.12 0002.02 0002.02 CA4103.02 wood XO/OX 1 50 x 60 1 36 x 80 0 67.0 67.0 Y NCTL-210.1880 7.9 0003.02: 0006/0041.02 0003.02 SL 14 x 80 G 67.0 67.0 N CA4104-02 wood OXO 1 108 x 80 1 36 x 80 0 67.0 67.0 Y NCTL-210.1880 7. 9; 190510-12 0004-02; 0007/0041.02 0004.02 SL 14 x 80 G 67.0 67.0 N SL 36 x 80 G 55.0 55.0 N CA4105-02 wood OXXO 1 144 x 80 1,2 36 x 80 0 55.0 55.0 Y NCTL-210-190510-12 0005/0041.02 0005.02 SL 36 x 80 G 55.0 55.0 N MA4106-03 wood X 1 36 x 96 1 36 x 96 0 70.0 70.0 Y CTLA-919W 003-005.0002 0001-02 0001-02 MA4107-03 wood XX 1 72 x 96 1,2 36 x 96 0 49.7 49.7 Y CTLA-919W 003-005-0002 0002-02 0002.02 MA4100-03 wood XO/OX 1 72 x 96 1 36 x 96 0 49.7 49.7 Y CTLA-919W 003-005-0002 0003.02: 0006.02:0041.02 0003.02 SL 36 x 96 G 49.7 49.7 N MA4109-03 woad OXO 1 106 x 96 1 36 x 96 0 49.7 49.7 Y CTLA-919W 003-005-0002 0004-02; 0007-02: 0041.02 0004.02 SL 36 x 96 G 49.7 49.7 N MA4110-03 wood OXXO 1 144 x 96 1.2 36 x 96 0 49.7 49.7 Y CTLA-919W 003.005.0002 0005.02: 0008-02:0041.02 0005-02 SL 36 x 96 G 49.7 49.7 N CA4111-02 HM X 1 36 x 80 1 36 x 80 0 66.0 66.0 Y NCTL-210.1915-10. 11. 12 0010-02 0007-02 CA4116-02 2-PC X 1 36 X 80 1 36 X 80 0 66.0 66.0 Y NCTL-210.1916.10.11, 12 0009-02 0006.02 CA4121-02 woad X 0 36 x 80 1 36 x 80 0 76.0 76.0 Y NCTL-210-1861 10-12 0011.02 0001-02 CA4122.02 wood XX 0 72 x 80 1,2 36 x 80 0 55.0 55.0 Y NCTL-210.1905 10-12 0012.02 0002.02 CA4123-02 wood XO/OX 0 50 x 80 1 36 x 80 0 67.0 67.0 Y NCTL-210-1880 7, 9 0013.02 0016/0041-02 0003-02 SL 14 x 80 G 67.0 67.0 N CA4124-02 wood OXO 0 108 x 80 1 36 x 80 0 67.0 67.0 Y NCTL-210-1905 10.12; 1880 7, 9 0014-02; 0017/0041-02 0004.02 SL 14 x 80 G 67.0 67.0 N SL 36 x 80 G 55.0 55.0 N CA4125-02 wood OXXO 0 144 x 80 1,2 36 x 80 0 55.0 55.0 Y NCTL-210-190510-12 0015.02; 0018/0041-02 0005-02 SL 36 x 80 G 55.0 55.0 N O-opaque;G=glazed tested in accordance with Metro -Dade Protocols PA201, PA202 and PA203 9. OQ 0 0 v 1 M v Y+ M N l000f M r COP# WL•) Frame TYpe Config. Swing 1/0) Max. Overall Size (Ins.) Leal# Nominal Max. Lest Size (ins.) Glazing Type' OP psi) OP poll Impact Appr'd Rot. Test Reports' Ref. Evsl. Report Ass'y Well MAO•WL•MA) Intall Detail MIO•Wl•MA) MA4126-03 wood X 0 36 x 96 1 36 x 96 0 70.0 70.0 Y CTLA-919W 003.005-0002 0011-02 0001-02 MA4127-03 woad XX 0 72 x 96 1.2 36 x 96 0 49.7 d9.7 Y CTIA-919W 003-005-0002 0012.02 0002-02 MA4128.03 wood XO/OX 0 72 x 96 1 36 x 96 0 49.7 49.7 Y CTLA-919W 003.005-0002 0013-02: 0016-02; 0041-02 0003.02 SL 36 x 96 G 49.7 49.7 N MA4129-03 wood OXO 0 108 x 96 1 36 x 96 0 49.7 49.7 Y CTLA-919W 003-005.0002 0014.02; 0017-02: 0041-02 0004.02 SL 36 x 96 G 49.7 49.7 N MA4130.•03 wood OXXO 0 144 x 96 1.2 36 x 96 0 49.7 49.7 Y CTLA•919W 003-005-0002 0015.02: 0016-02: 000-02 0005-02 SL 36 x 96 G 49.7 49.7 N CA4131-02 HM X 0 36 X 80 1 36 X 80 0 66.0 66.0 Y NCTL-210-1915 10. 11, 12 0020-02 0007-02 CA4136.02 2-PC X 0 36 X 80 1 36 X 80 0 66.0 66.0 Y NCTL-210.1916-10, It 12 0019-02 0006.02 CA4141.02 wood X 1 36 x 80 1 1 36 x 80 G 1 50.5 50.5 N NCTL-210-1897 10-12 0001/0041.02 0001.02 CA4142-02 wood XX 1 72 x 80 1,2 36 x 80 G 1 50.5 50.5 N I NCTL-210-1897 10.12 0002/0041-02 0002-02 CA4143.02 wood XO/OX 1 72 x 80 1 36 x 80 G 1 50.5 50.5 N NCTL-210.189710.12 0003.02; 0006/0041.02 0003.02 SL 36 x 80 G 50.5 50.5 N CA4144-02 wood OXO 1 108 x 80 1 36 x 80 G 50.5 50.5 N NCTL•210.189710.12 0004-02: 0007/0041.02 0004.02 SL 36 x 80 G 50.5 50.5 N CA4145-02 woad OXXO 1 144 x 80 1.2 36 x 80 G 50.5 50.5 N NCTL-210-189710.12 0005.02; 0008/0041-02 0005-02 SL 36 x 80 G 50.5 50.5 N CA4161-02 woad X 0 36 x 80 1 36 x 80 G 50.5 50.5 N NCTL-210.1897 10.12 0011/0041-02 0001-02 CA4162-02 woad XX 0 72 x 80 1.2 36 x 80 G 50.5 50.5 N NCTL-210.1897 10.12 0012/0041.02 0002-02 CA4163-02 wood XO/OX 0 72 x 80 1 36 x 80 G 50.5 50.5 N NCTL•210.1897 10.12 0013.02; 0016/0041-02 0003.02 SL 36 x 80 G 50.5 50.5 N CA4164.02 woad OXO 0 108 x 80 1 36 x 80 G 50.5 50.5 N NCTL-210.1897 10.12 0014.02: 0017/0041.02 0004.02 SL 36 x 80 1 G 150.5 1 50.5 1 N CA4165.02 I wood I OXXO 0 144 x 80 1.2 36 x 80 G 50.5 50.5 N NCTL-210-1897 10.12 0025/0041-02 0005.02 SL 36 x 80 G 50.5 50.5 N O.opaque; G•glazed tested In accordance with Metro -Dade Protocols PA201. PA202 and PA203 1 r 1 0 r d 0 0 COP# WL-) Frame Type Config. Swing I/O) Max. Overall Size One.) Leal# Nominal Max. Leal Size (Ins.) Glazing Type' OP psi) OP psi) Impact Appr'd Rol. Test Reports' NCTL•210-) Ass'y Detail MAD-WL-MA) Intall Ostail MIO•WL-MA) CA3101-02 wood X 1 36 x 80 1 36 x 80 0 80.0 80.0 Y 1864 1, 2 0001-02 0001-02 CA3102-02 wood XX 1 72 x 80 1.2 36 x 80 0 55.0 55.0 Y 19051-2 0002-02 0002.02 CA3103-02 wood XO/OX 1 50 x 80 1 36 z 80 0 76.0 76.0 Y 1880 1.3 0003-02: 0006/0041.02 0003.02 St, 14 x 80 G 76.0 76.0 N CA3104-02 wood OXO 1 108 x 80 1 30 x 80 0 76.0 76.0 Y 19051-3:18801.3 0004.02; 0007/0041-02 0004.02 SL 14 x 60 G 76.0 76.0 N SL 36 x 80 G 55.0 55.0 N CA3105-02 wood OXXO 1 144 x 80 1.2 36 x 80 0 55.0 55.0 Y 19051.3 0005-02: 0008/0041.02 0005-02 SL 36 x 80 G 55.0 55.0 N CA3106.02 wood X 1 36 x 96 1 36 x 96 0 48.3 48.3 Y 19801.3 0001.02 0001-02 CA3107-02 wood XX 1 72 x 96 1,2 36 x 96 0 d8.3 48.3 Y 1960 1.3 0002.02 0002-02 CA3108.02 wood XO/OX 1 72 x 96 1 36 x 96 0 48.3 48.3 Y 19801-3 0003-02 0016/0041-02 0003-02 SL 36 x 96 G 48.3 48.3 N CA3109.02 wood OXO 1 106 x 96 1 36 x 96 0 48.3 48.3 Y 19801-3 0004-02; 0007/0041.02 0004-02 SL 36 x 96 G 48.3 48.3 N CA3110.02 wood OXXO 1 144 x 96 1,2 36 x 96 0 48.3 48.3 Y 1980 1-3 0005.02 0005.02 SL 36 x 80 G 48.3 48.3 N CA3111-02 HM X 1 36 x 80 1 36 x 80 0 80.0 80.0 1 Y 1915-1. 2. 3 0010-02 0007.02 CA3116-02 2-PC X 1 36 X 80 1 36 X 80 0 80.0 80.0 Y 1916-T; 2.3 0009-02 0006.02 CA3121-02 wood X 0 36 x 80 1 36 x 80 0 80.0 80.0 Y 1861 1.3 0011-02 0001.02 CA3122-02 woad XX 0 72 x 60 1,2 36 x 80 0 55.0 55.0 Y 19051.3 0012-02 0002.02 CA3123-02 wood XO/OX 0 50 x 60 1 36 x 80 0 76.0 76.0 Y 1880 1.3 0013-02; 0016/0014-02 0003.02 SL 14 x 80 G 76.0 76.0 N CA3124-02 wood OXO 0 108 x 60 1 36 x 80 0 76.0 76.0 Y 1880 1-3; 1905 1-3 0014-02: 0017/0041.02 0004.02 SL 14 x 80 G 76.0 76.0 N SL 36 x 80 G 55.0 55.0 N CA3125-02 wood OXXO 0 144 x 80 1.2 36 x 60 0 55.0 55.0 Y 1905 1.3 0015-02: 0018/0041-02 0005.02 SL 36 x 80 G 55.0 55.0 N CA3126-02 wood X 0 36 x 96 1 36 x 96 0 48.3 48.3 Y 19801.3 0011-02 0001.02 CA3127-02 wood XX 0 72 x 96 1 1.2 36 x 96 0 48.3 1 48.3 Y 19801-3 0012-02 0002-02 0-opaque; G.glazed tested In accordance with Metro -Dade Protocols PA201, PA202 and PA203 R 352s v twit 146 COP# WL-) Frame Type Cenfig. Swing 1/0) Max. Overall Size (ins.) Leal# Nominal Max. Leaf Size (Ins.) Glazing Type' DP psf) OP psf) Impact Appr'd Ref. Test Reports' NCTL-210-) Ass'y Detail MAD•WL-MA) Intall Detail MID•WL-MA) CA3128-02 wood XO/OX 0 72 x 96 1 36 x 96 0 48.3 48.3 Y 1980 1.3 0013.02: 0016/0041.02 0003.02 SL 36 x 96 G 48.3 48.3 N CA3129.02 woad OXO 0 108 x 96 1 36 x 96 0 48.3 48.3 Y 1980 1.3 0014.02; 0017/0041.02 0004-02 SL 36 x 96 G 48.3 48.3 N CA3130-02 wood OXXO 0 144 x 96 1,2 36 x 96 0 48.3 48.3 Y 1980 1.3 0015-02; 0018/0041.02 0005.02 SL 36 x 96 G 48.3 1 46.3 N CA3131.02 HM X 0 36 X 80 1 36 X 80 0 80.0 60.0 Y 1915.1. 2. 3 0020-02 0007-02 CA3136-02 2-PC X 0 36 X 80 1 36 X 80 0 80.0 80.0 Y 1916.1. 2. 3 0019-02 0006-02 CA3141-02 woad X 1 36 x 80 1 36 x 80 G 50.5 50.5 N 18971-3 0001/0041.02 0001-02 CA3142-02 wood XX 1 72 x 80 1.2 36 x 80 G 50.5 50.5 N 18971.3 000V0041.02 0002.02 CA3143.02 woad XO/OX 1 72 x 80 1 36 x 80 G 50.5 50.5 N 1897 1.3 0003-02: 0006/0041-02 0003-02 SL 30 x 80 G 50.5 50.5 N CA3144-02 wood OXO 1 108 x 80 1 36 x 80 G 50.5 50.5 N 18971.3 0004-02: 0007/0041.02 0004.02 SL 36 x 80 G 50.5 50.5 N CA3145-02 wood OXXO 1 144 x 80 1.2 36 x 80 G 50.5 50.5 N 18971-3 0005-02: 0008/0041.02 0005-02 SL 36 x 80 G 50.5 50.5 N CA3146-02 woad X 1 36 x 96 1 36 x 96 G 43.0 45.0 N 1887 1.3.7.9 0001/0041-02 0001.02 CA3147-02 wood XX 1 72 x 96 1.2 36 x 96 G 43.0 45.0 N 1 1887 1.3, 7.9 000V0041-02 0002.02 CA3161-02 wood X 0 36 x 80 1 36 x 80 G 50.5 50.5 N 1897 1-3 0011/0041.02 0001-02 CA3162-02 wood XX 0 72 x 80 1.2 36 x 80 G 50.5 50.5 N 18971.3 001 VO041.02 0002-02 CA3163-02 wood XO/OX 0 72 x 80 1 36 x 80 G 50.5 50.5 N 1897 1.3 0013-02: 0016/0041-02 0003.02 SL 36 x 80 G 50.5 50.5 N CA3164-02 woad OXO 0 108 x 80 1 36 x 80 G 50.5 50.5 N 1897 1.3 0014-02: 0017/0041-02 0004.02 SL 36 x 80 G 50.5 50.5 N CA3165-02 wood OXXO 0 144 x 80 1,2 36 x 80 G 50.5 50.5 N 18971.3 0015.02; 0018/0041-02 0005-02 SL 36 x 80 G 50.5 50.5 N CA3166.02 wood X 0 36 x 96 1 36 x 96 G 43.0 45.0 N 1887 1.3. 7.9 0011-02 0001-02 CA3167-02 wood XX 0 72 x 96 1,2 36 x 96 G 43.0 45.0 N 1887 1.3.7-9 0012/0041-02 0002 02 0-opaque; G-glazed tested In accordance with Metro -Dade Protocols PA201, PA202 and PA203 O O i R. COP# WL-) Conflg. Swing 1/0) Max. Overall Size (Ins.) Leal/ Nominal Max. Leaf Slzs (Ins.) Glazing Type' OP pit) OP psf) Impact Appr'd Ref. Test Reports' Ass'y Oelall MAD-WL-MA) Intall Detail MID-WL-MA) MAW01-02 X 1 36 x 80 1 36 x 80 0 76.0 76.0 Y NCTL 210-19731-3; CTLA-1051W 0001-02 0001.02 MA0102-02 XX 1 72 x 80 1.2 36 x 80 0 55.0 55.0 Y CTLA-772W-2: CTLA-1051W 0002-02 0002.02 MA0103-02 XO/OX 1 50 x 80 1 36 x 60 0 55.0 55.0 Y CTLA-772W-2: CTLA-1051 W 0003/0006/0041-02 0003.02 SL 14 x 80 G 55.0 55.0 N MA0104.02 OXO 1 64 x 80 1 36 x 80 0 55.0 55.0 Y CTLA-772W-2: CTLA-1051 W 0004/0007/0041-02 0004-02 SL 4 x 60 G 55.0 55.0 N MA0105-02 OXXO 1 100 x 60 1,2 36 x 80 0 55.0 55.0 Y CTLA-772W-2: CTLA-1051 W 0005/0008/0041.02 0005.02 SL 14 x 80 G 55.0 55.0 N MA0106-02 X 1 36 x 96 1. 36 x 96 0 70.0 70.0 Y CTLA-772W; CTLA-1051 W 0001.02 0001-02 MA0107-02 XX 1 72 x 96 1,2 36 x 96 0 55.0 55.0 Y CTLA-772W-1: CTLA-1051W 0002.02 0002-02 MAOIOO-02 XO/OX 1 50 x 96 1 36 x 96 0 55.0 55.0 Y CTLA•772W-1: CTLA-1051W 0003/0006/0041-02 0003-02 SL 14 x 96 G 55.0 55.0 N MA0109-02 OXO I 64 x 96 1 36 x 96 0 55.0 55.0 Y CTLA-772W-1; CTLA-1051W 00041000710041-02 0004-02 SL 14 x 96 G 55.0 55.0 N MA0110-02 OXXO 1 100 x 96 1.2 36 x 96 0 55.0 55.0 Y CTLA•772W-1; CTLA-1051W 0005/0014-02 0005-02 SL 14 x 80 G 55.0 55.0 N MA0121.02 X 0 36 x 80 1 36 x 80 0 76.0 76.0 Y NCTL 210-19731.3; CTLA-1051W 0011-02 0001-02 MA0122-02 XX 0 72 x 80 1,2 36 x 80 0 55.0 . 55.0 Y CTLA-772W-2: CTLA-1051 W 0012-02 0002-02 MAW23-02 XO/OX 0 50 x 80 1 36 x 80 0 55.0 55.0 Y CTLA-772W-2; CTLA-1051 W 0013/0016/0014.02 0003-02 ' SL 14 x 80 G 55.0 55.0 N MA0124-02 OXO 0 64 x 80 1 36 x 80 0 55.0 55.0 Y CTLA-772W-2; CTLA-1051W 0014/0017/0041.02 0004-02 SL 4 x 80 G 55.0 55.0 N MA0125-02 OXXO 0 100 x 80 1,2 36 x 80 0 55.0 55.0 Y CTLA-772W-2; CTLA-1051 W 0015/0018/0041-02 0005-02 SL 14 x 80 G 55.0 55.0 N MA0126-02 X 0 36 x 96 1 36 x 96 0 70.0 70.0 Y CTLA-772W: CTLA-1051W 0011-02 0001.02 MA0127-02 XX 0 72 x 96 1,2 36 x 96 0 55.0 55.0 Y CTLA-772W-1: CTLA-1051 W 0012-02 0002.02 " MA0128-02 XO/OX 0 50 x 96 1 36 x 96 0 55.0 55.0 Y CTLA-772W-1: CTLA-1051W 0013/0016/0041.02 0003-02 SL 14 x 96 G 55.0 55.0 N MA0129-02 OXO 0 64 x 96 1 36 x 96 0 55.0 55.0 Y CTLA-772W-1; CTLA-1051W 0014/0017/0041.02 0004-02 SL 14 x 96 G 55.0 55.0 N MA0130-02 OXXO 0 100 x 96 1,2 36 x 96 0 55.0 55.0 Y CTLA-772W-1; CTLA-1051 W 0015/0018/0041-02 0005.02 SL 14 x 96 G 55.0 1 55.0 N 0•opaque; 6-glazed } tested In accordance with Metro -Dade Protocol PA202, ASTM El886 or A$TM E1996 CAD No M Y• r r rY/# i • .v+ J, 0 0 Y b i . A rw• COPY WL•) Config. Swing 1/0) Max. Overall Size (Ins.) Leaf# Nominal Max. Leaf Size (Ins.) Glazing Type' DP pit) OP psf) Impact Appr'd Het. Test Reports' Ass'y Detail MAD•WL-MA) Intel[ Detail MID•WL•MA) MA0141-02 X 1 36 x 80 1 36 x 80 G 52.0 52.0 N CTLA-805W-2 0001/0041-02 0001.02 MA0142-02 XX I 72 x 80 1, 2 36 x 80 G 52.0 52.0 N CTLA•805W-2 0002/0041.02 0002.02 MA0143-02 XO/OX 1 72 x 80 1 36 x 80 G 52.0 52.0 N CTLA-805W-2 0003/0006/0041.02 0003-02 SL 36 x 80 G 52.0 52.0 N MA0144.02 OXO 1 108 x 80 1 36 x 80 G 52.0 52.0 N CTLA-805W-2 0004/0007/0041.02 0004.02 SL 36 x 80 G 52.0 52.0 N MA0145.02 OXXO 1 144 x 80 1,2 36 x 80 G 52.0 52.0 N CTLA-805W-2 0005/0008/0041-02 0005.02 SL 36 x 80 G 52.0 52.0 N MA0146-02 X I 36 x 96 1 36 x 96 G 40.0 40.0 N CTLA-805W 0001/0041.02 0001.02 MA0147-02 XX 1 72 x 96 1,2 36 x 96 G 40.0 40.0 N CTLA-805W 0002/0041.02 0002.02 MA0148-02 XO/OX 1 72 x 96 1 36 x 96 G 40.0 40.0 N CTLA-805W 0003/0006/0041.02 0003-02 SL 36 x 96 G 40.0 40.0 N MA0149-02 OXO 0 108 x 96 1 36 x 96 G 40.0 40.0 N CTLA-805W 0004/0007/0041-02 0004-02 SL 36 x 96 G 40.0 40.0 N MA0150.02 OXXO 1 144 x 96 1,2 36 x 96 G 40.0 40.0 N CTLA-805W 0005/0007/0041-02 0005-02 SL 36 x 96 G 40.0 40.0 N MA0161-02 X 0 36 x 80 1 36 x 80 G 55.0 55.0 N CTLA-805W-2 0011/0041-02 0001-02 MA0162-02 XX 0 72 x 80 1,2 36 x 80 G 55.0 55.0 N CTLA-805W-2 0012/0041-02 0002-02 MA0163-02 XO/OX 0 72 x 80 1 36 x 80 G 55.0 55.0 N CTLA-805W-2 0013/0016/0041.02 0003-02 SL 36 x 80 G 55.0 55.0 N MA0164-02 OXO 0 108 x 80 1 36 x 80 G 55.0 55.0 N CTLA-805W-2 0014/0017/0041-02 0004-02 SL 36 x 80 G 55.0 55.0 N MA0165-02 OXXO 0 144 x 80 1, 2 36 x 80 G 55.0 55.0 N CTLA-805W-2 0015/0018/0041.02 0005-02 SL 36 x 80 G 55.0 55.0 N MA0166-02 X 0 36 x 96 1 36 x 96 G 47.0 47.0 N CTLA-805W 001110041.02 0001- 22MA0167-02 XX 0 72 x 96 1,2 36 x 96 G 47.0 47.0 N CTLA-805W 001V0041-02 000272 MA0166-02 XO/OX 0 72 x 96 1 36 x 96 G 47.0 47.0 N CTLA-805W 0013/0016/0041-02 0003.02 SL 36 x 96 G 47.0 47.0 N MA0169-02 OXO 0 108 x 96 1 36 x 96 G 47.0 47.0 N CTLA-805W 0014/0017/0041-02 0004-02 SL 36 x 96 G 47.0 47.0 N MAO170.02 OXXO 0 144 x 96 1.2 36 x 96 G 47.0 47.0 N CTIA-805W 0015/0018/0041.02 0005.02 0-opaque; G-glazed tested In accordance with Metro - Dade Protocol PA202, ASTM E1886 or ASTM E1996 i zuy7+ v" o CD tv' 11 fA y. 1Y4 Y s r•. 3 lr to M Y• r r0 Y1 COP/ WL•) Conlig. swing 1/0) Max. Overall Size (ins.) Leal# Nominal Max. Lest Size (Ins.) Glazing Type' OP psi) w/Surl. Bolts DP Appr'd WWI.' Bolts Impact Rol. Test Reports' I Ass'y Detail MAD-WL•MA) Intall Detail MID-WL"MA) MA0241.02 X 1 36 X 80 1 36 X 80 IG 50.5 NA 55.0 NA N CTLA945W 0001-02; 0042.02 0001.02 MA0242-02 XX 1 72 X 60 1, 2 36 X 80 IG 50.5 NA 55.0 NA N CTLA945W 0002-02: 0042.02 0002-02 MA0243-02 XO/OX 1 72 X 80 1 36 X 80 IG 50.5 NA 55.0 NA N CTLA945W 0003-02: 0006/0042-02 0003.02 SL 36 X 80 IG 50.5 NA 55.0 NA N MA0244-02 OXO 1 108 X 80 1 36 X 80 IG 50.5 NA 55.0 NA N CTLA945W 0004-02: 0007/00042.02 0004-02 SL 36 X 80 IG 50.5 NA 55.0 NA N MA0245-02 OXXO 1 144 X 80 1.2 36 X 80 IG 50.5 NA 55.0 NA N CTLA945W 0005-02: 0008/0042.02 0005.02 SL 36 X 80 IG 50.5 NA 55.0 NA N MA0246.02 X 1 36 X 96 1 36 X 96 IG 43.0 55.0 45.0 55.0 N CTLA945W-1 0001-02;0042.02 0001.02 MA0247.02 XX 1 72 X 96 1.2 36 X 96 IG 43.0 55.0 45.0 55.0 N CTLA945W-1 0002-02.0042.02 0002-02 MA0248-02 XO/OX 1 72 X 96 1 36 X 96 IG 43.0 55.0 45.0 55.0 N CTLA945W.1 0003-02; 0006/0042-02 0003-02 SL 36 X 96 IG 43.0 55.0 45.0 55.0 N MA0249-02 OXO 1 108 X 96 1 36 X 96 IG 43.0 55.0 45.0 55.0 N CTLA945W-1 0004.02: 0007/0042.02 0004-02 SL 36 X 96 IG 43.0 55.0 45.0 55.0 N MA0250-02 OXXO 1 144 X 96 1.2 36 X 96 IG 43.0 55.0 45.0 55.0 N CTLA945W-1 0005.02: 0008/0042-02 0005.02 SL 36 X 96 IG 43.0 55.0 45.0 55.0 N MA0261.02 X 0 36 X 80 1 36 X 80 IG 55.0 NA 55.0 NA N CTLA945W 0011.02: 0042-02 0001-02 MA0262-02 XX 0 72 X 80 1.2 36 X 80 IG 55.0 NA 55.0 NA N CTLA945W 0012-02, 0042.02 0002.02 MA0263-02 XO/OX 0 72 X 80 1 36 X 80 IG 55.0 NA 55.0 NA N CTLA945W 0013-02: 001610042.02 0003.02 SL 36 X 80 IG 55.0 NA 55.0 NA N MA0264-02 OXO 0 106 X 80 1 36 X 80 IG 55.0 NA 55.0 NA N CTLA945W 0014.02; 0017/0042.02 0004.02 SL 36 X 80 IG 55.0 NA 55.0 NA N MA0265-02 OXXO 0 144 X 80 1.2 36 X 80 IG 55.0 NA 55.0 NA N CTLA945W 0015.02: 0018/0042-02 0005.02 SL 36 X 80 IG 55.0 NA 55.0 NA N MA 0266-02 X 0 36 X 96 1 36 X 96 IG 47.0 55.0 40.0 55.0 N CTLA-945W-1 0001-02: 0042-02 0001-02 MA0267-02 XX 0 72 X 96 1.2 36 X 96 IG 47.0 55.0 40.0 55.0 N CTLA-945W-1 0002-02: 0042-02 0002-02 MA0268.02 X0/0X 0 72 X 96 1 36 X 96 IG 47.0 55.0 40.0 55.0 N CTLA-945W-1 0003.02; 0006/0042.02 0003-02 SL 36 X 96 IG 47.0 55.0 40.0 55.0 N MA0269.02 OXO 0 108 X 96 1 36 X 96 IG 47.0 55.0 40.0 55.0 N CTLA-945W-1 0004.02: 0007/0042-02 0004-02 SL 36 X 96 IG 47.0 55.0 40.0 55.0 N MA0270-02 OXXO 0 144 X 96 1,2 36 X 96 IG 47.0 55.0 40.0 55.0 N CTLA-945W-1 0005-02: 0008/0042-02 005-02 SL 36 X 96 IG 47.0 55.0 40.0 55.0 N 0-opaque; IG-Insulating glass with minimum 1/8" tempered glazing tested In accordance with Metro -Dade Protocols PA201, PA202 or PA203 COP/ WL-) Conlig. Swing 1/0) Max. Overall Size (ins.) Lest/ Nominal Max. Leal Size (Ins.) Glazing Type' DP pat) w/Surf. Bolts OP Appr'd w/Surt. Bolts Impact Ref. Test Reports' Ass'y Detail :" MAD.WL-MA) Intel) Detail MID-WL-MA) MA3241-02 X 1 36 X 80 1 36 X 80 IG 40.0 60.0 40.0 60.0 N CTLA826W 0001-02: 0042-02 0001.02 MA3242-02 XX 1 72 X 80 1.2 36 X 80 IG 40.0 60.0 40.0 60.0 N CTLA826W 0002-02; 0042-02 0002-02 MA3243-02 XO/OX 1 72 X 80 1 36 X 80 IG 40.0 60.0 40.0 60.0 N CTLA826W 0003-02: 0006/0042-02 0003-02 SL 36 X 80 IG 40.0 60.0 40.0 60.0 N MA3244-02 OXO 1 108 X 80 1 36 X 80 IG 40.0 60.0 40.0 60.0 N CTLA826W 0004.02; 0007/00042-02 0004-02 SL 36 X 80 IG 40.0 60.0 40.0 60.0 N MA3245-02 OXXO 1 144 X 80 1,2 36 X 80 IG 40.0 60.0 40.0 60.0 N CTLA826W 0005-02; 0006/0042.02 0005-02 SL 36 X 80 IG 40.0 60.0 40.0 60.0 N MA3246.02 X 1 36 X 96 1 36 X 96 IG 50.0 NA 55.0 NA N CTLA860W 0001-02; 0042.02 0001.02 MA3247-02 XX 1 72 X 96 1.2 36 X 96 IG 50.0 NA 55.0 NA N CTLA86OW 0002-02. 0042-02 0002-02 MA3248.02 XO/OX 1 72 X 96 1 36 X 96 IG 50.0 NA 55.0 NA N CTLA860W 0003.02: 0006/0042-02 0003-02 SL 36 X 96 IG 50.0 NA 55.0 NA N MA3249-02 OXO 1 108 X 96 1 36 X 96 IG 50.0 NA 55.0 NA N CTLA860W 0004.02: 0007/0042-02 0004-02 SL 36 X 96 IG 50.0 NA 55.0 NA N MA3250-02 OXXO 1 144 X 96 1,2 36 X 96 IG 50.0 NA 55.0 NA N CTLA86OW 0005-02:0008/0042-02 0005.02 SL 36 X 96 IG 50.0 NA 55.0 NA N MA3261-02 X 0 36 X 80 1 36 X 80 IG 46.0 60.0 43.0 60.0 N CTLA-826W 0011.02, 0042-02 0001.02 MA3262-02 XX 0 72 X 80 1.2 36 X 80 IG 46.0 60.0 43.0 60.0 N CTLA-626W 0012-02:0042-02 0002-02 MA3263.02 XO/OX 0 72 X 80 1 36 X 80 IG 46.0 60.0 43.0 60.0 N CTLA-826W 0013-02: 0016/0042.02 0003.02 SL 36 X 80 IG 46.0 60.0 43.0 60.0 N MA3264-02 OXO 0 108 X 80 1 36 X 80 IG 46.0 60.0 43.0 60.0 N CTLA-826W 0014.02: 0017/0042-02 0004-02 SL 36 X 80 IG 46.0 60.0 43.0 60.0 N MA3265.02 OXXO 0 144 X 80 1, 2 36 X 80 IG 46.0 60.0 43.0 60.0 N CTLA-826W 0015.02: 0018/0042.02 0005-02 SL 36 X 80 IG 46.0 60.0 43.0 60.0 N MA 3266-02 X 0 36 X 96 1 36 X 96 IG 50.0 NA 50.5 NA N CTLA-660W 0011.02:0042.02 0001.02 MA3267-02 XX 0 72 X 96 1, 2 36 X 96 IG 50.0 NA 50.5 NA N CTLA-860W 0012-02; 0042-02 0002.02 MA3268-02 XO/OX 0 72 X 96 1 36 X 96 IG 50.0 NA 50.5 NA N CTLA-86OW 0013-02; 0016/0042.02 0003.02 SL 36 X 96 IG 50.0 NA 50.5 NA N MA3269-02 OXO 0 108 X 96 1 36 X 96 IG 50.0 NA 50.5 NA N CTLA-86OW 0014.02; 0017/0042-02 0004-02 SL 36 X 96 IG 50.0 NA 50.5 NA N MA3270-02 OXXO 0 144 X 96 1,2 36 X 96 1 IG 50.0 NA 50.5 NA N CTLA-860W 0015.02: 0018/0042-02 005-02 SL 36 X 96 IG 50.0 NA 50.5 NA N 0-opaque; IG-insulating glass with minimum 1/8" tempered glazing tested In accordance with Metro -Dade Protocols PA201, PA202 or PA203 X Unit SINGLE DOOR 4 r UNIT 9'0" UNIT 15/15' 17-11W MAXIMUM ON CENTER TYR Minimum Fastener Count n 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening '1 Width of door unit plus 1/2_; D Height of door unit plus 1/4 YV-Mck m101-V Test Data Review Cer ilkale 13026447k #3026447e; #3026447C and COP/Test Repon Validation Mabix I3D26447A-001, 002, 003, 004;130264478.001, 002, 003, 004; 03026447C-001, 002, 003, 004 piwMes additional imofmalion - available hum the 11SMH website (www.etkemkoxom), the Masonite websileit11s (www.mas0ni1e.Com) of the Masmiik Whnkal Centel. Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A1562) cylindrical and deadlock hardware be installed. UNRS COVERED BY COP DOCUMENT 0246% 0255% 3241 % 3246, 3261 • or 3266 Compliance requires that B" GRADE 1 (ANSVBHMA A156.16) surface bolls be installed on latch side of active door panel — (1) at top and (1) at bottom. Based on required Design Pressure— see COP sheet for details. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Jamb and head fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. Threshold fasteners analyzed for this unit include #8 and 10 wood screws, 3116" Tapcons, or Liquid Nails Builders Choice 490 (or equal structural adhesive). 2. The wood screw single shear design values come from Table 11.3A of ANSI/Al' & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored property to transfer loads to the structure. 0 Match 10 2003 Ow =dbRiq P•Vw+ot P064 iw wn=d wake WKSICiwd, i t r dtdp and dell-)1d k dwga w * u . 1L:- d 7' •'ar.7. .A,c + n, .s .lf i•1.7^. r ,,. )!L, rj v, Irx*'!i"..1• cry r N.•- ; rev •. !t i{t i>?. H-l°13•/tr{y Yfh j' d ! ! I d. • l f ,l f ,; n»r' a. ,•, y' J,'irF j'+; l": i f l- +r .1« i r 4 .. -si .r .i;. ,y,r,- ,. r.a "•h S y'S. A'i ''i. i'h•4 nrP. Y 0 6 per vertical framing member tot 7M height and smaller 8 per vertical framing member for heights greater than 7W- 0 4 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. 0 Width of door unit plus 1/2r 0 Height of door unit plus 1/4^ SINGLE DOOR Y - , Latching Hardware: 0 . Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. 0 UNITS COVERED BY COP DOCUMENT 0246•, 0265% 3241% 3245, 3261• or 3266 Compliance requires that 80 GRADE 1 (ANSI/BHMA A156.16) surface bolls be installed on latch side of active door panel C. (1) at top and (1) at bottom. Based on required Design Pressure C see COP sheet for details. Notes: 1. Anchor calculations have been carried out with the fastener rating from the different fasteners being considered for use. Jamb and head fasteners analyzed for this unit include 10d common nails. Threshold fasteners analyzed for this unit include Liquid Nails Builders Choice 490 (or equal structural adhesive). 2. The common nail single shear design values come from ANSI/AF & PA NOS tot southern pine lumber with a side member thickness of 1-1/40 and achievement of minimum embedment of 1-1/4a 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. March 10, 200a • rr ow to"M .9 Pro7ow d poOq swow nd woMo gwAalkrs, r M i y rr belyr and Morlod rYLa oobjd iP rwYl oN wMYeh , j h'k..J a'i r SJ%f *!!r4 a > fn+ r K ' j Jai \ Sia i si; c YYc f'i• rr L'! K—e:`rT: ^i.Z' s t. *': S. ,yi'9,r,'r.. trrt•3•r ..i,. .. a^ .,:.ta : t:- S`" 'i >.-t ^r tY t i`,t. SJ' /'':..r' ti y, tK..^<". '- ... sir'. ••fiK .; - ." ' t ;.^: j AT .z' •c. • 7 MID-WL-MA0002-02 Unit 6' k1kUTYP. CL P. TYP. 6'6' UNR 8'r UNIT 13-15/167 17-1/8- MAXIMUM ON CENTER TYP. A 1,- - r_• 6 per vertical framing member 8 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. RoughOpening ' 1 Width of door unit plus 1/2D 0 Height of door unit plus 1/40 Latching Hardware: 0 00J Oa000®00 0 UNRS COVERED BY COP DOCUMENT 3147 or 3167 Dm ^0 ^031n00 0 ;• Notes: m ®® oo ao®m® ® ®o®oDa=amo aim m o ®o m®o®mm m EM ®o FMo ®v 000m:n®000® MEmM00®o®010 mo t ; MasonIntenaonapor lte rtilCorationi ,r wa+ar•++ . estalorw+ rrswmra ii'i+w.rnoeleaaiaewsr.a.s.eor'.ow><. "'` , i r Y '` •• { " '% j• tJ, X.Y? '.i.-r'•." A. 7. a :;• <<tr " ... i s: .r. .M A" XO DoOX-MID-WL-MAD003-02 oo® SINGLE DOOR WITH i SIDELITE CL TYP. TYP. 17YP. f:: i. • 3 R,,. ! .$ U l'.jl l:: j' t 4. 13- 15/16•• 17-18• MAXIMUM ON CENTER TYP. C' JCL irrrn.- t"TkTiT[T'.itlCiT .+ [D _;T rrelf. It rrr rr3ri - l 1 11 11 1~ Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2). cylindrical and deadlock hardware be installed. Notes: T. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 08 and 110 wood screws or 3116• Tapcoris: 2. The wood screw single shear design values come from Table 11.3A of ANSUAF & PA NOS for southern pine lumber with a side member Uirckness of 1- 114• and achievement of minimum embedment. The 3116• Tapctin single shear design values come from the ITw and ELCO Dade Country approvals respectively, each with mihimum 1-1/4' embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 Api z%20M ....,.. ww. r .... y ' h Y= T ov s , ' ' ;, ,, Mai to Internatlonsl Corpoiatioa , 3' +. w % m- `.1, lP7a PnIO.Yp'w a#cltaiw. i s• +y aF ! r } '• r ..e'Jc*.? Rsir a.. +`^.k• f a K. -p- f p ilq Aoiaiyurd dl t,s.-x•.r }i y .t' i 1 _ ir,,s .w a..'+f' •t . fv` IhF.{ r3•iJ•nf If %. { . +. i'; 'r 5n.i)1!•k %.. ; S :f `r i \ .. . .. v3 %Y «.i • Ox0 Unit SINGLE DOOR WITH 2 S1 DELITES UNIT 810" UNIT 5/16, 17-1/8- MAXIMUM DN CENTER TYR 6 per vertical framing member 11 per horizontal framing member singe and strike plates require two 112" long screws per location. Width of door unit plus 10, Height of door unit plus 1/42 Yewk Mereer Test Data Review ceniticate 030n"7A; 0302644711; d3D2W47C and COP/resi Report Validation Matrix 13026447A-001, 002, 003, 004; I302W4711.001, 002, 003, 004; d302W47C•001, 002, 003, OW provides adOWnat irdormation - available from Me RUIN" website (www.ellscoftcom), the Masonile website www.masorrile.com) or the Masonhe technical cerder. Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 0249 , 0269', 32441% 3249, 3264' or 3259 Compliance requires that 8" GRADE 1 (ANSVBHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Based on required Design Pressure — see COP sheet for details. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Jamb and head fasteners analyzed for this unit include /8 and #10 wood screws or 3116" Tapcons. Threshold fasteners analyzed for this unit include 18 and 110 wood screws, 3n6" Tapcons, or Liquid Nails Builders Choice 490 (or equal structural adhesive). 2. The wood screw single shear design values come from Table 11.3A o1 ANSI/AF d PA NDS for southern pine lumber with a side member thickness o1 1-1/4" and achievement of minimum embedment. The 3/16' Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-114" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. Mach 10, 2M Ow =N*R*M erooew • coded arrrwwrred win gaA[idimy OF ens PoOnd deli eeapd to doge truer/ eui[e. _ J`4' "' t [ t7.* 7 [ ibiF.• ,1`~ ``'yiy , W' r` ...;s•.,,> .. 's ., hY' -. - i- 1 ' I'.r- v/. ti , y +[ r -i Wp y.. ' .. • v At;."r•. off- ii.S .L r. •tt .. +,. G,' , r r; '' Ox0 Unit SINGLE DOOR WITH 2 SIDELITES 6 per vertical framing member for 7LM heights and smaller 8 per vertical framing member lot heights greater than 7.0 12 per horizontal framing member Hinge and strike plates require two 2-112" long screws per location. Width of door unit plus 1/2D Height of door unit plus 11 • v/ test Data Revaw Cameate#3D26147A; 03o2s447B; #3025447C and COP/nesl Report vaidation Maboc 03KWA•001, 002, 0D3, 001; i302644711-001, 002. 003, 004; /3026447C-001, 002, B03, OW p avifts adMWW bdonnallon - "We born the ITSJWH weWe (wormetharnko.com), the Mawrite website www.masoriWwrn) or Me Masorile technical center. Latching Hardware: 0 Compliance requires that GRADE 3 or better (ANSIBHMA A156.2) cylindrical and deadlock hardware be installed. 0 UNITS COVERED BY COP DOCUMENT 0249, 0259', 3244% 3249, 3264• or 3259 Compliance requires that 80 GRADE 1 (ANSI/BHMA Al56.16) surface bolts be installed on latch side of active door panel 0 (1) at top and (1) at bottom. Based on required Design Pressure 0 see COP sheet for details. Notes: 1. Anchor calculations have been carried oul with the lastener rating from the different fasteners being considered for use. Jamb and head fasteners analyzed tot this unit include 10d common nails. Threshold fasteners analyzed for this unit include Liquid Nails Builders Choice 490 (or equal structural adhesive). 2. The common nail single shear design values come from ANSI/AF iL PA NOS for southern pine lumber with a side member thickness of 1-1/40 and e •. r•.;' •* : `f' achievement of minimum embedment of 1-1/4a. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 1 `F' !Z . Mra 1Q 2DD•i 1'n. r. y, : n a " • • • r 1 . a ale NV4by- TllwlleWAka l Y 11e yve'wo'wrrroamem wpawd..ewpour.. r t y •k Y v . i YZ ..47M1..L'r[. ,i -' 1 r' iM .fl-- ` #. lt'• '(. f 1 : • Y 4:. 1 716s 1* jNi a:r r ,• ya a c, a r a r (r , ti x • Y `raR 4,t,;g•y",•+irS R'r. frn .7 ii r• •t »f` .. • , i+' oxxo A t Unit DOUBLE DOOR WITH 2 SIDELITES CL LA—P. TYP. ITYRI' TYP. i it it i i it it i 1 11 rl 11 11 1 11 SEE NOTE /1 11 1 Il ll 1 11 11 1 11 it 1 ll 1 6' TYP . ramsr-•6. as' L.+i:.,.• uNrF 8'8" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYR Fastener CountRough Opening •O trees "--Y Test Data Remw Certificate 03026447A1130T6447B; 6 per vertical framing member Width of door unit plus 112" r/ 03026447c and002,000P/Tea Report Vabdv30264 on- 001. 16 per horizontal framing member Height of door unit plus 1/4" 3026M7A-001.002.003, W4; /3026447B-001, 002, it1.s 003, 004;13026447C.001, 002, 003, 004 provides additional irdormalkIn- available limp Die n8JWH Hinge and strike plates require two websile (www.disem oxcin),1M Mamhe website 2-1/2" long screws per location. www.masonite.com) or the Mason4e lednld center. Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 0250% 0270% 3245% 3250, 3265• or 3270 Compliance requires that 8" GRADE 1 (ANSIBHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Based on required Design Pressure— see COP sheet for details. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Jamb and head fasteners analyzed for this unit include 18 and #10 wood screws or 3/16" Tapcons. Threshold fasteners analyzed for this unit include #8 and 10 wood screws, 3116" Tapcons, or Liquid Nails Builders Choice 490 (or equal structural adhesive). 2. The wood screw single shear design values come from Table 11.3A of ANSVAF & PA NOS for southern pine lumber with aside member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment: 3. Wood bucks by others, must be anchored property to transfer loads to the structure. 0 MIM1110 20M r , • L{r>ti3' Ur ar/IaiY PeValsdPoduq iPaareildoaptrAesAar.. r - - • f1e r {r pppaa7.• Ols laae /0iq deW se4ep is dan wila4 polka , `'r r.{ u'1 a(p 1%A'1`ia \+' .aar c ('9k •al' ZtT 1~ . i . .. ,'!:%r v,m'• "" r. v _ - 1 ^ydS:sr 2.' C'. •+. t y, r E>o .iS + Ii j>'rx'"r Y F tiir- r ..s ! .i. ; t r T• r ?Y vM IT •Y ' .i '; `' i 1. S;s% . ` Y- 1 . • J oxxo Unit DOUBLE DOOR WITH 2 SIDELITES 6' TYP. l 1 i 1 1 1 ). .., ;. 1 1 - :... ..".l - ,r :•11'i'F.f 1 1 1 1 YdNMOck al"x9 TO We Review Certificate e3026447A; 1302644711; i3026447c and COP/rest Report vaidalion M" i3026447A-001, 002, 003, 004; /3026447B-001, 002, 003, 004; #3026447C-O01. 002, 003, 004 provides ad0onal irdormation - "aW from Ore 17SMH weirsite (www.cUsamko.com)), Ure Mason w"If www.nrasariM.com) athe klasonne ledurk9 center. 6 per vertical training member for heights 7'0" and smaller 8 per vertical training member for heights greater than 7'0" 16 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. AP. Rough Opening (R1 Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 0250% 0270% 32451, 3250, 3265' or 3270 Compliance requires that 8" GRADE 1 (ANSIBHMA Al56.16) surface bolts be installed on latch side of active door panel — (1) at top and ( 1) at bottom. Based on required Design Pressure — see COP sheet for details. Notes: 1. Anchor calculations have been carried out with the fastener rating from the different fasteners being considered for use. Jamb and head fasteners analyzed for this unit include 10d common nails. Threshold fasteners analyzed for this unit include Liquid Nails Builders Choice 490 (or equal structural adhesive). 2. The common nail single shear designyalues come from ANSVAF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment of 1-114". 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 9 PaPern d Pedra7 rralespedrotlors, - r - ^' i s ; hvc • tl k dedprsd POOretRW argrdbtlrleewMrw4rWR + r .•tr } .' rU L. u ai. •14r,.Y/: y`' L_#Ct.3_.aAr ji, '7,saS.., tti y app :.t i•l Y• "f„Y 'lLr•.:'le- r r•. toy+. rYMa.e • y ^' . f. t`•%. C a v,tt .. ;2. XN]ID-WL-MAD006-02 Unit SINGLE DOOR IN 2-PIECE ADJUSTABLE STEEL FRAME Typo, SPACES H S HINGE SIDE e 4- -"".. TYP STRIKE SIDE SPACES A A w--ck r+«-r Test Data Rakw cerukaie /302w7a: /3o26147e; rmm47c and COP/rest ReDOA vaidaeon r Matft 03026447A-M, 002, 003. 004; d3026447e-001. 002. 003. 004; #W6447C-W1. 002, 003. ON povides additional inlorma ion . avAabk Irom the nSrWH weWle (www.WWmko.WM). 00 Masonite weWe (www.ffkiwNe.corn) or the Masonile iKhnkal center. Section A - A 2 m soae side 3 N tame Side t 1 at Seite Side 17 per vertical framing member . 6 per horizontal framing member header) Rough Opening (R1 Width of door unit minus 2-3(4" Height of door unit minus 1-3/8" Latching Hardware: Compliance requires that GRADE 3 or better (ANSIBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include t8 wood screws at ®and ® and #10 wood screws at © (see section A - A). 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 3 PA NDS for southern pine lumber with a side member thickness of 1- 1/4" and achievement of minimum embedment 3. Wood bucks by others, must be anchored property to transfer loads to the stricture.. . 0 Oeiobw 14.2002k y 7 t r n }syA }tly5 3 i J! .F+ Y • r .. Ow=AV** PW- dPd0url 0-hiaseeel0ofws.' r R a:>> desgeand Po41de4isuq[q bdwge wkhM noaa 3 ti+ ,• M n 7a:•1 tr ry 9 ,.. ...ye , rYn.n x i{ s+•'' d9>L S7:qu i .cf t ry T "; to ... ,,, . ., } ., ' •a +<''' klir y ' v,,;' . v 1. ,,R [ ,.t r SVGt . 4 .. 1, t k ; 5- .. a a. "'., .Tf 4; jit..ry,;.11 • Sri'Y r Y.i r :.tr .. .. +. X 1 till 1 Unit SINGLE DOOR IN HOLLOW METAL STEEL FRAME Strap Anchor Min. 18 ga. Steel 6 fasteners per anchor 12' WOOD OR STEEL`` UP STUD WITH STRAP ANCHORS 2 EQ SPACES I I I I • Width of door unit less 2-1/2" Height of door unit less 1-1/4" evaenoek Ilr aq Tat Data Review Cebecatr #3025447lk #30264476; I3026447C and COP/rest Report VaNdation v/ Mabix #3026447A-001, 002, 003. 004; /3026447MI. 002. 003. 004; /3026447C-001. 002. 003, W4 provides additional Worma0on. "able from Ora ITSIM website (www.dlsenko.com). ft Mesonik 11--=t 1. websib (www.mnWft.com) or Me MasoniN tecMleal center. Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. fasteners analyzed for this unit include #8 or #10 wood screws at anchors. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment The 3116" Tapcon design values_ come from the I1W and ELCO Dade County approvals . respectively, each with minimum 1-1/4" embedment", 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 odobw 14, 2002 f 5L, J y t , • Ow eaaYaiV PoPIe d PadWlnPaaet no4aspeelaoYae. r.' - 4sipnand Pe4nq OeYe iijegbdsry wMW.oett. ,.• : "r- X +=.,•' •,i„ ' -. t3 '.',, :. ul' ti .. .: a- tY a *, j s s( 7N LkAi 'rL.1A.'fh y yr rT 4 d.'l'^ _..! :-Y r..yy. !- s t1 T .+ d • r r . Y 4 3 ,`t ; Y - . - .•b qt.,r. (. .. t - k .. 5 X unit n SINGLE DOOR IN HOLLOW METAL STEEL FRAME P: MASON RY'OPENING' ,...<..,. WITH EXISTING OPENING ANCHORS 0 ACES Rough It '1 Width of door unit plus 1/2" Height of door unit plus 1/4" Ylhrrroeh i'1"`M let, Data Review Ceni0cale /3026447A; 0302644711; /3026447C arM COPrtest ReeppoA Va6da0on v/ Matrbr /3026M7A-001, 002, 003, 0D4; 03026M7B-001, 002, 003, %1 /3026447C•OD7, 0g2, m. 004 provides addhimmi inlormadon - available bom 1M ITS/wM websk (wwwAsemko.com), the Masomleice.. websde (www.mason0e.can) w the Masonik technical center. Latching Hardware: Compliance requires that GRADE 3 or better (ANSIBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 3B" Tapcons at iambs. 2. The 3/8" Tapcon design value comes from the Powers Fasteners Design Manual with a minimum 1-1/4" embedment. October 14. 2002 i • Ov mYni9 Pupram ApmdwsYepownae oaks sierYrabs. - ry af:t,x,: 1 µ4dL, # eetlVraid pmAiq dmiar jxtlo tlinpr wleror ne4s. - a Ya •'t': f. t•7 /'7 „-ti' 4 •P n ;'.+"f,`,.d . 4•[.. --.i'. i.• a< Z it••w:'A:a % S•. A ;5,• ` .. k . _r:Y, j?i"'y i t 1. . 7 i .f i..•y ..1)£7 "^A ; 1-". w .. x Unit MID-WL-MA0007-02 SINGLE DOOR IN HOLLOW METAL STEEL FRAME 61 TYP MASONRY OPEN I NGV'4-7--.-`-,- WITH WIRE ANCHORS Width of door unit plus 1/2" Height of door Unit plus 1/4" i"'i AQwV leg Data Rfvkw Cvtikde rMM47A; f3W6447B;#3026447CvW COMO ReportVAMOD Matrix rJO26447A-001,002,003.OD4;r.4D2607B-ODl.W2,DM,DD4;13026447C-001.002.003.OD4 pFwAks a0ffiwmi kdormadon - "aift Imm U IISM vicbsile (wwelumkox0m). ft Mmnb wftfte (Wwwmamiltwm) W OR MrAniw WmKd unw. Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMAA156.2) cylindrical and deadlock hardware be installed. Notes: 1. Door frame and adjacent hollow block must be mortared solid. Oar" 14,20M Ow =RON" POPIM d Xminspedisdionk 7 Farr VOW0011 %Old WNWalim X tMID-WL-MAD007-02 Unit SINGLE DOOR IN HOLLOW METAL STEEL FRAME Compression Anchors WOOD FRAME' MNAC•.l 3:NEr:. OPENING WITH COMPRESSION ANCHORS One screw on interior lace fone screw on exterior face • Width of door unit less 2-1/2" of each jamb Height of door unit less 1-1/4" Ylkrrroek EMI Test Dab Review CerilWe /3026447A;130264479; /3026147C and COPROM Repon Valid" Malrix rd026447A-M, 002. 003. 004; /3026447B-001. 002. 003. Oo4; I3026147C-001. 002, 003, 004 7w i"wm) a VV Masanne lahn amler. site pvww etlsemko.com). Ur Mawnde rfthe .masonn Latching Hardware: Compliance requires that GRADE 3 or better (ANSIBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 wood screws at anchors. 2. The wood screw single shear design values come from Table 11.3A of ANSVAF & PA NOS foi southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3116" Tapcon single design values come from the ITW and ELCO Dade County approvals . respectively, each with minimum 1-1/4" embedment 3. Wood bucks by others, must be anchored property to transfer loads to the structure. r or womm Pa Van M rreftal I oraM wlasepe kesoie. a r - t end pis0iO 0nieWed`WnV aleioie no6es•r .. ,,:t 'i'' i•% ri +•t" j "'` l i,ti R'. .f; ,V i /: . .uT yj`!v-ya•`.y,,^yy' 14 `f+«...4'Yi+ . y j I COMPLIANCE .LABEL MATERIAL SPECIFICATION: FM litho with 0.001' gloss mylar laminate (die slit) permanent Hammerlock adhesive. LABEL APPLIED TO DOOR PANEL: CITY, STATE - (XX) LABEL APPLIED TO HINGE JAMB (IMPACT RATED UNIT): ol TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA20, PA202 & PA203 COMPANY NAME CITY, STATE LABEL APPLIED TO HINGE JAMB (NON -IMPACT RATED UNIT): TESTED IN ACCORDANCE WITH MIAMI-DADE EICCO PA202 COMPANY NAME CRY, STATE MKO 29, 2M (MV. VMM) Masonit.e .Internationa. l Cor.poratl on dM MOM ID deeps dWW nOWL 4: W LA.. La. O U NNO CAconCaw MCCW r htertek Certificate Of Validation This confirms that lntertek has reWewed structural toad test data and dacumeMntion for' the Product tirw listed below and perfofined the validation Checktist in acWrrlonce with Fladde Administr t model reiveRuleB42- The rvd u cPPrs DPe ate C pPlTest Report YQEidatto an Atprovidestond Tns llcct hn Q or each pro test tab report numbers, pert Florida statewide Approval: #FU 9 Mimuflicturer: Mmnite International product line: Metal -edge Street Door Units Intertek Validation Matrix: #3426447A-002 3026447B-002 3026447C-002. i(11Cd: Tltlw. Program agar fnterMR rc an o ravad9" Por;Y Nolfdotlour E"tllyjV the Stiole of norM (WAt 16N) Florida Building Code O' 1 The flor a Department of nline Community Page I of 2 PRODUC.'r APPROM Product Type Detail r . 'I " r 'i r Overvjew..21R Wse,mha Oigahization%',,4, Product Search Application User: Public, I Iser - Not Associated with Organization - Application Date Submi Product Ma Technical Re' Technical Rey Need Help ? FL19 08/04/2003 Masonite International One North Dale Mabry Suite 950 Tampa, FL 33609 ive: Steve Schreiber ive Address/Phonetemail: I Premdor Drive Dickson, TN 37055 615) 4414258 ssehreiber@masonite.com Category: Exterior Doors Subcategory: i Swinging Evaluation M let Itod: Certification Mark or Listing Referenced S6% ilords from the Florida- Building Code: Sect-IM StOodard. Year TAS201 1994 TAS202 1994 TAS203 1994 Certification Agency: Intertek Testing Services - ETL[Warnock Hersey Quality Ass urwl' cc Entity: Validation Entil y- Authorized Si ature.- Installation ports Uploaded: ants Uploaded: Steve Schreiber sschmibcr@masonite.com jorida Building Code Online Page 2 of 2 Product Approval N Application Status: Date Validated. Page: GO] Method I Option A Approved 09111/2003 Pagel/1 pp/Seq Product I Model # or NameVModel Description Limits of UseI9.1 etal-Edke Steel Door Units I None Known hftmflwww.flonii IM004