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HomeMy WebLinkAbout102 Hughes Ave (2)RECEIVED CITY OF SANFORD PERMIT APPLICATION Z17 Y 17 2005 Permit # : ©V _ Date: Job Address: /ev Description of Work: Historic District. I DWV04I Zoning: Value of Work: Permit Type: Building XX Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool _ Electrical: New Service — # of AMPS Addition/Altemtioa 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 Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial _ Occupancy Type: Residential Commercial Industrial Total Square Footage Construction Type NA # of Stories- # of Dwelling Units: Flood Zone (FEMA form required for other than X) Parcel #: N la -1 / ' �/_ r i►4 01140 —004;Z _ (jrttach Pysof of Owngi;hip & Legal Deseoption) Owners Name & L--' Phone: Contractor Name & Address: PETER A. CAFARO IIII r .4948 TELLSON, PUCE,_ ORLANDO, FL 32812 State License Number CG C1508417 Phone & Far —4 7-2643 407-327-0910 Contact PersoJACKIE CAINES Phone: 407-467-2643 Bonding Company: NA Address: Mortgage Lender: NA Address: Architect/Engineer: NA Address: Phone: 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. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. 91%/ OWNER'S AFFIDAVIT: I certify that all ofthe 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 I will notify the owner of the property of quire is of rich Lie ,FS 713. Signature of Owner/Agent Date gnature of Contractor/Agent Date JACKI CAINES Print Owner/Agent's Name Signature of NotaryState of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID 'r �— ,- APPLICATION APPLICATION APPROVED BY: Bidg J Zoning: (Initial & Date) Special Conditions: Pri Cont cto 's Name Si au o o Date gnt 20 f'%`a`'Rr� GRAVE * MY COMMISSION # DD 164280 EXPI ; November 12, 2006 Contracto, Wnt i$�diltato Me or _ Produced ID Utilities: FD (Initial & Date) (Initial & Date) (Initial & Date) co Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http://www.scpafl.org/pls/web/re—web.seminole—county title?parcel=311931525OA00002... 5/17/2005 IdCKAY BLVD «> DAVID JOHNSON, CFA, ASA C PROPERTY W 4rl G'1 APPRAISER SEMINOLE COUNTY rL. UJ ri � c 1101E. FIRST sT SANFORO, FL32771-1468 r {=j1 ` 407-665-7506 V) 99i 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 31-19-31-525-OA00- Tax District: S1-SANFORD 0020 Number of Buildings: 1 Depreciated Bldg Value: $55,270 00- Owner: WARE THELMA P & Exemptions: HOMESTEAD Depreciated EXFT Value: $571 Own/Addy: GREEN DIONNE N Land Value (Market): $11,000 Address: 102 HUGHES AVE Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32771 JustlMarket Value: $66,841 Property Address: 102 HUGHES AVE SANFORD 32771 Assessed Value (SOH): $47134 Subdivision Name: WASHINGTON OAKS SEC 2 Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $22,134 Tax Estimator SALES 2004 VALUE SUMMARY Tax Value(without SOH): $747 Deed Date Book Page Amount Vac/Imp WARRANTY DEED 05/1997 03246 1611 $100 Improved 2004 Tax Bill Amount $425 SPECIAL WARRANTY DEED 01/1978 01154 1230 $100 Improved Save Our Homes (SOH) Savings $322 SPECIAL WARRANTY DEED 01/1976 01100 0373 $100 Improved 2004 Taxable Value: $20,761 DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Frontage Depth Land Unit Land LEG LOT 2 BLK A WASHINGTON OAKS SEC Method Units Price Value 2 PB 16 PG 87 LOT 0 0 1.000 11,000.00 $11,000 BUILDING INFORMATION Bid Year Base Gross Heated Bid Est. Cost Bid Type Fixtures Ext Wall Num Bit SF SF SF Value New 1 SINGLE 1973 3 836 1,208 836 CB/STUCCO $55,270 $64,267 FAMILY FINISH Appendage / Sgft OPEN PORCH FINISHED/ 24 Appendage / Sgft ENCLOSED PORCH FINISHED / 348 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New ALUM SCREEN PORCH W/CONC FL 1982 168 $571 $1,428 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** Ifyou recently purchased a homesteaded property your next ear's property tax will be based on JustlMarket value. http://www.scpafl.org/pls/web/re—web.seminole—county title?parcel=311931525OA00002... 5/17/2005 vy �-'�i#orne�0riiprGv�m�a°it War�iuivae __ `� 011t l6'DWng Home Impr"0{t@lll@il 4948 Tellson PI Orlando, Florida 32812 Bus. 407/832-8085 Fax. 407/273-2455 Limited Power of Attorney Date: To: Building Department From: Peter Anthony Cafaro III I hereby name and appoint Nan Holmes, Mindy Holmes and 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 permit for work to be erforme a location described as: (Address of Jc as (Owner of Pro And to sign my name and do all things necessary to this appointment. Thank you for your assistance. Peter Anthony Cafaro III Area Installed Sales Manager Primary State Qualifier CGC 1508417 Sworn to and subscribed before me this I/ of ,2005 No.public Rebecca Velez =opAY P�a4�' My commission expires MYCOMMISSID"Iit DD176963 ?IR •e; Jwnucry12 2007 80NDEDTHRUTROYFAININSURANCE INC. anun` 05/16/2005 19:59 FAX zcicrs 6 05 - 16 13!34 + 47a Tion Ir9 A 4 Jackie Caines Z002 407 -430 -_MW 16 57-INSTAL/5 z N 6 CONTFkACT 1377887C SALES STREETADDF�EW crryc-- Thia is a convact btgtwtmn Lowe's (00 dellned in ate Terms and COndiliOns) ('towe'a')• and ills above-"ernw Customer for the Customer's re*iderbliall pratnizes (" "Promises') at th L following inft"ti.. add,.: ATRMT ADDFiE" 11y K L0 -6'M to inAtZill"Oft of i;W ftll*Wng door(a): Exterior 1�'- Intedor Prehung Unit Slab FW warranty to be VaNd - Item Number--��YdRM ca -to wWww snuat finish froune, #Offt (6) eldam door [)*or(*) Size 6?fe- �x ao 0 32zw Ll Other Size am- all aImmediately (vAM#n 5 days) ItemNumberRHF_1 LfIL] after Insitiallation. Dow(&) Sfze a 00 ❑ 32XOO 0 Other Size Customer ii"MMIS Delivery of Door Yes Lao'o-No El (eft4llr —0) Haul away of any debris related to Installation: Yes rl No check one) Basic Postalloallon Includes the following: -Mormal Installation of door in same size sqj MWa nperting in good conditipa.- - -I n"ation of hardware with Pro -bared doot -Reinstallation OF present caaimg or customs r provkled now casing -CWan-up of job -site Eliesic: Installation do" not include the following: -Reframing or alterations W existing structure or carpentry work resulting from old or damaged structure -Any reinstallation & Burglar Alarms -Any painting or staining or finishing of new door unit -Reinstallation of Screen or Storm or Security Door -Ralnetallation of vinyl or aluminum covering an exterior molding With the exception of Burglar Alarms and finishing. any of the above tabor ikems can be contracted M an addition cam and must he specificially listed In the additional apecificatlons block an this contract- .. 7M a Adclifillilorlitsif Spocifflicalfforrs; The Environmental Protection Agency (EPA) has requested that b-114- Mans 21 Lowe's naMW lineftilletlon camtoo Rare that a land lans" paint hazard may exist In dwellings buift prior t*IW& SM parrWhkit EPA 747-K f for dbumgL Lb. ,4C Too 7194W7. '-� 7- _/ K. of goods at the I � - cl NOT"= To MMroAM" AM lierns listed in this contract and speedication ed to beinstalled under conditions agreed upemn at dine of purchase and at (he price appearing on INS o"reat town. This agetthwe sound existing and Pointe of attffidhnienbl. Extra tabor of material incident to ineta[tattien nocasomelad by defective subalroetures, supendrdature. g=Ezt�mzw" of fixtives or acgliances to be billed at **tra cost to customer. 00 NOT SIGN THE CONTRACT UNTIL CO1 AND YOU HAVE READ THE TEMn AND CONDITIONS CONTAMMO On THE REVERSE SIDE OF THIS CONTRACT. By SIGHWO BELOW, YOU ARE ACKMOWLEDGMG THAT YOU HAVE READ, UPMMR- STAND AND AGREE TO THE TERMS AND C"DITIONS SET FORT" ON THE REVERSE SIDE OF TMS CONTRACT. YOU ARE E"TITLZrD TO A COPY OF T"IS COPFMACT IAT or MRIM WITNESS OUR HANO(S) AND SEALS) BELOW TMs r%AV no -51, w"Ess— Its") (8611114 46g CMUM04ap" torn* Amwa#0ar"hoft6i al 40 a9M bb- 1.0-'S0 RM UM qzMa dMaW am -Dkdmd bdernarkn CA LF. C"Pmawffll ODOM (Rev. 7/02) FILE COPY PERMIT APOS PLANS REVIEWED CO OF. SANFORD i i, �'�Vt Intertek Testing Services This certifies that Intertek 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) ITSIETL-Semko has no direct knowledge of the tests conducted and has made no attempt to verify 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 (1/0) Max. Overall Size (Ins,) Leat# Nominal Max, Leat Size (Ins.) Glazing Type' +DP (psi) -OP (pit) Impact Appr'd Ret. Test Reports' Rel. Eval. Report Ass'y Detail (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-210-190510.12 - 0002.02 0002.02 CA41OM2 wood X0/0X 1 50 x 80 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 0X0 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 56.0 55.0 N CA4105.02 wood OXXO 1 144 x 80 1,2 36 x 80 0 55.0 55.0 Y NOTL•210.1905 10-12 - 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 D03-005-0002 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 D03-005.0002 0002.02 0002.02 MA4108.03 wood XO/0X 1 72 x 96 1 36 x 96 0 49.7 49.7 Y CTLA-919W D03-005-0002 0003-02; 0006.02:0041.02 0003.02 SL 36 x 96 G 49.7 49.7 N MA4109.03 wood 0X0 I 108 x 96 1 36 x 96 0 49.7 49.7 - Y CTLA-919W D03.005-0002 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 D03.005.0002 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 35 X 80 0 66.0 66.0 Y NCTL-210.1916-10,11,12 - 0009-02 0006.02 CA4121.02 wood X 0 36 x 80 1 36 x 80 0 76.0 76.0 Y I 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 CM124-02 wood 0X0 0 108 x 60 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 PG� 55.0 55.0 Y NCTL-210.190510-12 - 0015.02: 0018/0041.02 0005.02 SL 36 x 80 5 5. 0 55.0 N 0 -opaque; G=glazed 'tested in accordance with Metro -Dade Protocols PA201, PA202 and PA203 CD COPM (WL.) Frame Type Conllp. Swing (I/0)- Max. Overall Size (Ins.) LeaiN Nominal Max. Leal Size (ins.) Glazing Type' +DP (ps1) -DP (DSI) Impact Appr'd Rel. Test Reports' Rel. Eval. Report Ass'y Detail (MAD -WL -MA) Wall Detail (MID -WL -MA) MA4126.03 MA4127-03 MA4128-03 wood wood wood X XX XO/OX 0 0 0 36 x 96 72 x 96 72 x 96 1 1, 2 1 36 x 96 36 x 96 36 x 96 0 0 0 70.0 49,7 49.7 70.0 49.7 49.7 Y Y Y CTLA•919W CTLA-919W CTLA•919W D03.005 0002 D03-005-0002 003.005.0002 0011.02 0012.02 00100213-02: 010 023 041.02 0001.02 0002 02 0003.02 SL 36 x 96 G 49.7 49.7 N MA4129-03 wood 0X0 0 106 x 96 1 36 x 96 0 49.7 49.7 Y CTLA-919W D03.005 0002 0017-0240041.02 0004.02 SL 36 x 96 G 49.7 49.7 N MA413Q•03 wood OXXO 0 144 x 96 1, 2 36 x 96 0 49.7 49.7 Y CTLA•919W D03.005 0002 0018-02; 0041.02 0005.02 SL 36 x 96 G 49.7 49.7 N CA4131.02 CA4136-02 CA4141.02 CA4142.02 CA4143.02 HM 2 -PC wood wood wood X X X XX XO/OX 0 0 l 1 1 36 X 80 36 X 80 36 x 80 72 x 80 72 z 80 1 1 1 1,2 1 36 X 86 36 X 80 36 x 80 36 x 80 36 x 80 0 0 G G G 66.0 66.0 50.5 50.5 50.5 66.0 66.0 50:5 50.5 50.5 Y Y N N N NCTL•210.1915-10,11,1.2 NCTL•210.1916-10,11,12 NCTL•210.189710.12 NCTL•210.1897 10.12 NCTL•210.189710-12 - - - - 0020.02 0019.02 00010041.02 0002/0041.02 0006/0041.02 0007-02 0006-02 0001.02 0002.02 0003 02 SL 36 x 80 G 50.5 50.5 N CA4144-02 wood 0X0 1 108 x 80 1 36 x 80 G 50.5 50.5 N NCTL-210.189710.12 0007/0041-024 0004-02 SL 36 x 80 G 50.5 50.5 N CA4145-02 wood OXXO 1 144 x 80 1, 2 _36 x 80 G 50.5 50.5 N NCTL•210-18971012 0008/004102 0005-02 SL 36 x 80 G 50.5 50.5 N CA4161-02 CA4162-02 CA4163.02 wood Wood wood X XX XO/OX 0 0 0 36 x 80 72 x 80 72 x 80 1 1, 2 1 36 x 80 36 x 80 36 x 80 G G G 50.5 50.5 50.5 50.5 50.5 50.5 N N N NCTL-210-1897 10-12 NCTL-210-189710.12 NCTL-210.189710.12 - - - 0011/0041.02 0012/0041.02 0016/0001304102-020003-02 0001.02 0002.02 SL 36 x 80 G 50.5 50.5 N CA4164 02 wood 0X0 0 108 x 80 1 36 x 80 G 50.5 50.5 N NCTL•210-189710.12 - 00107/0041-020004.02 SL 36 x 80 G 50.5 50.5 N CA4165.02 wood OXXO 0 144 x 80 1,2 36 x 80 G 50.5 50,5 N NCTL-210.189710.12 - 0025/0041-02 0005 02 SL 36 x 80 G 50:5 50.5 N 0 -opaque; G=glazed 'tested in accordance with Metro -Dade Protocols PA201, PA202 and PA203 wit i i► E a COP# (WL-) Frame 7ype Config. Swing (1/0) Max. Overall Size (Ins.) Leaf# Nominal Max. Leaf Size (Ins.) Glazing Type' +DP (pall -DP (psf) Impact Appr'd Ret. Test Reports' (NCTL-210-) Ass'y Detail (MAD -WL -MA) Intall Detail (MID -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 x 80 0 76.0 76.0 Y 18801.3 0003.02; 0006/0041.02 0003.02 SL 14 x 80 G 76.0 76.0 N CA3104-02 wood 0X0 1 108 x 80 1 30 x 80 0 76.0 76.0 Y 1905 1-3; 18801.3 0004.02; 0007/0041.02 0004.02 SL 14 x 80 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 48.3 48.3 Y 19801.3 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 36x96 G 48.3 48.3. N CA3109-02 wood ON 1 108 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 16 x 96 0 48.3 46.3 Y 19801-3 0005-02 0005.02 SL 36 x 80 G 48.3 48.3 N CA3111-02 HM X 1 36 x 80 1 36x 60 0 80.0 80.0 Y 1915-1.2.3 0010.02 0007.02 CA3116.02 2 -PC X 1 36 X 80 1 36 X 80 0 80.6 80.0 Y' 1916.1', 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 wood XX 0 72 x 80 1, 2 36 x 80 0 55.0 55.0 Y 1905 1.3 0012.02 0002-02 CA3123-02 wood XO/OX 0 50 x 80 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 0X0 0 108 X 80 1 36 x 80 0 76.0 76.0 Y 1880 1-3; 19051-3 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 80 0 55.0 55.0 Y 19051-3 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 36,96 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 48.3 Y 19801-3 0012.02 0002-02 ' 0=opaque; G=glazed 'tested In accordance with Metro -Dade Protocols PA201, PA202 and PA203 g9� i ' ■ COP# (WL-) Con11g. swing (1/0) Max. Overall size (Ins.) Leal# Nominal Max. Leal Size (ins.) Glazing Type' +DP (psi) DP (psi) Impact Appr'd Ref, Test Reports' Ass'y Detail . (MAD•WL•MA) Intall Detail (MID -WL -MA) MAOIOI.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 80 0 55.0 55.0 Y CTLA-772W-2; CTLA-1051W 0003/0006/0041-02 0003.02 SL 14 x 80 G 55.0 55.0 N MA0104.02 0X0 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 14 x 80 G 55.0 55.0 N MAOIOS-02 OXXO I 100 x.80 1,2 36 x 80 0 55.0 55.0 Y CTLA-772W-2; CTLA-1051W 0005/0008/0041.02 0005.02 SL 14 x 80 G 55.0 55.0 N MAO106-02 X 1 36 x 96 1, 36 x 96 0 70.0 70.0 Y CTLA-772W; CTLA-1051 W 0001-02 0001.02 MAOI 07-02 1 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 MA0108.02 XO/OX 1 50 x 96 1 36 x 96 0 55.0 55.0 Y CTLA-772W1;CTLA-1051W 0003/000610041-02 ' 0003-02 SL 14 x 96 G 55.0 55.0 N MA0109.02 0X0 1 64 x 96 1 36 x 96 0 55.0 55.0 Y CTLA-772W-1; CTLA-1051 W 0004/0007/0041.02 0004.02 SL 14 x 96 G 55.0 5510 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 8D 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 60 0 55.0. 55.0 Y CTLA-772W2; CTLA-1051W 0012-02 0002-02 MA0123-02 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 0X0 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 14 x 80 G 55.0 55.0 N MAOI 25-02 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-772W1; CTLA-1451W 0013/0016/0041.02 0003.02 SL 14 x 96 G 55.0 55.0 N MA0129-02 0X0 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 9fi 1, 2 36 x 96 0 55.0 55,0 Y CTLA-772W1; CTLA-1051W 0015/0018/0041-02 0005.02 SL 14 x 96 G 55.0 55.0 N O=opaque; Gaglazed 'tested In accordance with Metro -Dade Protocol PA202, ASTM E1886 or ASTM E1996 COPY (WL-) Conflg, Swing (1/0) Max. Overall Size (Ins.) Leaf# Nominal Max. Leaf Size (Ins.) Glazing Type' +DP (PSI) -OP (pat) Impact Appr'd Ref. Test Reports' Ass'y Detail (MAD -WL -MA) Intail Detail (MID -WL -MA) MA0141-02 X I 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 72x 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 0X0 1 108 i 80 1 36 x 80 G 52.0 52.0 N CTLA-805W2 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 MAO146-02 X 1 36 x 96 1 36 x 96 G 40.0 40.0 N CTLA-805W 0001/0041.02 0001.02 MA0147-02 XX I 72 x 96 1,2 36 x 96 G 40.0 40.0 N CTLA-805W 000210041-02 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 MAO149-02 0X0 0 108 x 96 1 36 x 96 G 40.0 40.0 N CTLA-805W 0004/0007/0041-02 0004-02 SIL 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 56.0 N CTLA-805W2 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 0X0 0 108 x 80 / 36 x 80 G 5510 55.0 N GTLA•805W-2 0014/0017/0041-02 0004-02 SL 36 x 80 G 55.0 55.0 N MAO165-02 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 0011/0041.02 0001-02 MA0167-02 XX 0 72 x 96 1,2 36 x 96 G 47.0 47.0 N CTLA•805W 0012/0041.02 0002.02 MA0168.02 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 x96 G 47.0 47.0 N MAOI 69-02 0X0 0 108 x 98 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 MA017D-02 OXXO 0 144 x 98 1, 2 36 x 96 G 47.0 47.0 N CTLA•BOSW 0015/0018/0041-02 0005 02 0 -opaque: G=glazed 'tested In accordance with Metro -Dade Protocol PA202, ASTM E1886 or ASTM E1996 COPY (WL-) Confip, Swing (i/0) Max, Overall Size (In:.) Leaf# Nominal Max. Loaf Size (Ina.) Glazing Type' a0P (psf) w/Burl. Boils OP Appr'd w/5ur1, Boils Impact Rel. Teal Reports' Aas'y Detail (MAD -WL -MA) Intal) 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 NAL N CTLA945W 0003-02; 0006/0042-02 0003-02 SL 36 X 80 IG 50.5 NA 55.0 'NA N MA0244.02 0X0 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 1 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-i 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 I CTLA945W-1 0002-02, 0042.02 0002-02 MA0248-02 XO/OX t 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 0X0 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 0004-62 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 60 IG 55.0 NA 55.0 NA N CTLA945W 0013-02; 0016/0042.02 0003.02 SL 36 X 80 IG 55.0 NA 55.0 NA N MA0264-02 0X0 0 108 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: 0016/0042-02 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 XO/OX 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 0X0 0 108 X 96 1 36 X 96 IG 40.0 55.0 N CTLA-945W-1 0004.02; 0007/0042-02 0004-02 SL 36 X 96 IG .0 40.0 55.0 NMA0270-02 OXXO 0 144 X 96 1,2 36 X 96 IG g47.O5�5.0 5.0 40.0 55.0 N CTLA-945W 1 0005-02; 0008/0042-02 005.02 SL 36 X 96 IG 5.0 40.0 55.0 N ' 0 -opaque; IG -Insulating plass with minimum 1/8" tempered glazing 'tested In accordance with Metro -Dade Protocols PA201, PA202 or PA203 COP# (WL.) Confip, Swing (1/O) Max. Overall Size (ins.) Leaf# Nominal Max. Leaf Size (Ina.) Glazing Type' +DP (psi) w/Surf. Bolts -DP Appr'd w/Surf. Bolts Impact Rat. Test Reports' Ass'y Detail (MAD•WL-MA) intail Detall (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 X0/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 60A N MA3244-02 0X0 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 60 1,2 36 X 80 IG 40.0 60.0 40.0 1.60.0 N CTLA826W 0005-02: 0008/0042.02 0005.02 SL 36 X 80 IG 40.0 60.0 40.0 60.0 N MM246-02 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: 000610042.02 0003.02 SL 36 X 96 IG 50.0 NA 55.0 NA N MA3249.02 0X0 1 108 X 96 1 36 X 96 IG 50.0 NA 55.0 NA N CTLA86OW 0004-02; 0007/0042.02 0004-02 SL 36 X 96 'IG 50.0 'NA 55.0 NA N MA3260.02 OXXO 1 144 X 96 1,2 36 X 96 IG 50.0 NA 55.0 NA N OTLA86OW 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 10 46.0 60,0 43.0 60.0 N CTLA-626W 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-826W 0012-02; 0042.02 0002-02 MA326302 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 0X0 . 0 108 W80 1 36 X 80 IG 46.0 60.0 43.0 60.0 N CTLA-826W 0014-02; 001710042-02 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 60A 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-86DW 0011.02; 0042-02 0001.02 MA3267-02 XX 0 72 X 96 1, 2 36 X 96 IG 50.0 NA $0.5 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; 0018/0042-02 0003.02 SL 36 X 96 IG 50.0 NA _ 50.5 NA N MA3269.02 0X0 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 IG SOA NA 50.5 NA N CTLA-860W 0015-02; 001810042.02 005 02 SL 36 X 96 IG 50.0 1 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 6- TYP. " UNIT 8'0" UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYP. 0 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Width of door unit plus 1/2 0 Height of door unit plus 1/4 W --k "e—V Test Data Review Cer iiipte 13026447A; 430264476• #3026447C and CM/rest Report Validation Matrix 13026447A-001, 002, 003, 004;130264478-001, 002, 003; 004; /3026447C-001, 002, Dai, 004 provides additional information - available from the rrSANH White (www.etlseo*o corn), the Masonite website ® (www.masonite.com) or the Masonite tec meal center. Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A1562) cylindrical and deadlock hardware be installed. • UNfTS COVERED BY COP DOCUMENT 0246% 0266-,3241',3246,3261* or 3266 Compliance requires that 8" GRADE 1 (ANSUBHMA 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 3/16" Tapcons. Threshold fasteners analyzed for this unit include #8 and #10 wood screws, 3/16" 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/AF 8 PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedmeriL 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 properly to transfer loads to the structure. , am i> - t� to zOm ❑ 6 per vertical framing member for ZOO height and smaller _1 8 per vertical framing member for heights greater than 7 D 4 per horizontal framing member Hinge and strike plates require two 2-1J2' long screws per location. D Width of door unit plus 1/2✓ D Height of door unit plus 1/49 VV--ck rlexy Test Data Review CedW ate i3026447A: #30264478: /3026447C and COP/rest Report VaBdakn Matr6c �_- #3026447A -M, 002, 003, 004: nM6447B-001, 002, Oe3, 004: nM6447C-001, 002, 003, 004 ptovides �add'BmW irdormation - availWe tram the rrS(WH website (www.edsdnko com), the Masordte website ® (www.mascrdte.wm) or the Masonite tech*W carder. Latching Hardware: ❑ Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. ❑ UNITS COVERED BY COP DOCUMENT 0246% 0266`, 3241', 3246,3261- or 3266 Compliance requires that 87 GRADE 1 (ANSVBHMA A156.16) surface bolts be installed on latch side of active door panel D (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 design values come from ANSI/AF & PA NDS for southern pine lumber with aside member thickness of 1-1/40 and achievement of minimum embedment of 1-1/4a ' 3. Wood bucks by others, must be anchored property to transfer loads to the structure. thich 10.2003 O C 6 per vertical framing member 8 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. i? Width of door unit plus I G Height of door unit plus 1/40 LatchingHardware: i iu ' i uru�;f msrii nl.uui.unulnmuunu+l uiautuiu,tnuuivarlunuuf i UNFFS COVERED BY COP DOCUMEM3147 of M67 iii ltinfanJii 11:111daitIIftF—I 0 0 0GSKJOBaiitJ1i1111Wiirflli9 ar�fUnnN1aJ71t�il7nrflJ iilililiiil'If au.tcrurifiet iiiritil m fT XO oo OX - 001M G 1C SINGLE DOOR WITH I SI®EiLITE 16'd I Till]I ► �; tf jCi I ati,11"i., q Inu6rus�r a 1 � til I1&li � lel -.iJC%i 1 L� I I41 ria eus A MIN ► e asaiterat Latching Hardware: Compliance requires that GRADE 3 or better (ANSMMA A156.2). cylindrical and deadlock hardware be installed. Notes: 1.- Anchor caladaborrs have been carried out with the krrest (least) fasten rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 98 and 010 wood screws or 3116' Tapcons: 2. The wood screwsingle shear design values come from Table 11.3A of ANS11AF & PA NDS for southern pine lumber with a side member thickness of 1-114' and achievement of minimum embedment The 3/16' Tappan single shear design values come from the fTW and ELCO Dade Country approvals respectively each with rraridnium 1-1/4' embedment. 3. Wood bucks by others. must be andmred property to transfer loads to the structure. Ap129 a7oZ .. anal Ca►poratfon x: :.,.rs:....,...�w..c.........r..w- �.. , w khs , .. r.< , ARasonite inte►nati M .. _ -? .. CL TYP 7yP. ji1 G 1C SINGLE DOOR WITH I SI®EiLITE 16'd I Till]I ► �; tf jCi I ati,11"i., q Inu6rus�r a 1 � til I1&li � lel -.iJC%i 1 L� I I41 ria eus A MIN ► e asaiterat Latching Hardware: Compliance requires that GRADE 3 or better (ANSMMA A156.2). cylindrical and deadlock hardware be installed. Notes: 1.- Anchor caladaborrs have been carried out with the krrest (least) fasten rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 98 and 010 wood screws or 3116' Tapcons: 2. The wood screwsingle shear design values come from Table 11.3A of ANS11AF & PA NDS for southern pine lumber with a side member thickness of 1-114' and achievement of minimum embedment The 3/16' Tappan single shear design values come from the fTW and ELCO Dade Country approvals respectively each with rraridnium 1-1/4' embedment. 3. Wood bucks by others. must be andmred property to transfer loads to the structure. Ap129 a7oZ .. anal Ca►poratfon x: :.,.rs:....,...�w..c.........r..w- �.. , w khs , .. r.< , ARasonite inte►nati M .. _ -? .. TYt? TYP. CL TYTYP " P. 4 1 1 1 4 4 1 1 1 1 t t t t t t I t 1,1 t Vit,- 7YI 6'8 13 - SEE NOTE :91 T IF If t t t If t t t � Test Data Review Certificate 13026447A; #3026947B; /3026447C and COP/test Report Validation Matrix f302fi497A-001, (02, 003, 004; #3026947&007, 002, 003, ON;1302M47C-W1, 002, 003, 004 provides adddioad Informatimr - ava02bte from the nSW1 website (www.ellsemko.com), the Masonite website =® (wvrw.mastrnte.com) or the Masonite tedmical•center. UNIT 8'8" UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYP r 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Width of door unit plus 1/22 Height of door unit plus 1/47-1 Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A1562) cylindrical and deadlock hardware be installed_. " UNITS COVERED BY COP DOCUMENT o249-,0269-,3244-,3249,3264* or 3269 Compliance requires that 8" GRADE 1 (ANSI/BHMA 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 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 NDS for southern pine lumber with a side member thickness of .1-1/4" and achievement of minimum embedment The 3116" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment 3. Wood buds by others, must be anchored properly to transfer loads to the structure. oxo Unit SINGLE DOOR WITH 2 SI®EL ITES 6' TYR t l 1 1 11 1l 11 11 11 11 - A 31 T!l 6 per vertical framing member for TLOD heights and smaller _+ 8 per vertical framing member for heights greater than TO 12 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. �! Width of door unit plus 1/2D.,_ Height of door unit plus 1/4C, Wanods Hssew Test Data Review certificate d3026447A; /30264470; t3026447C and COP/rest Report Validation Matra #3026447A -001,00Z 003, 004;130264476.001, 002,003,004; #3026447C-001. 002, 003, 004 provides additional information - available from the ITS/WH website (wwwetisemko.com), the Masordte website -fir ®® (www.masomte com) ar tho Masonite technical cerder- Latching Hardware: 0 . Compliance requires that GRADE 3 or better (ANSVBHMA At 56-2) cylindrical and deadlock hardware be installed. 0 UNITS COVERED BY COP DOCUMENT 0249', 0269*, 3244% 3249, 3264` or 3269 Compliance requires that 80 GRADE 1 (ANSI/BHMA A156.16) 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 outwith 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 NDS for southern pine lumber with a side member thickness of 1-1/40 and achievement of minimum embedment of 1-1/411. 3. Wood bucks by others, must be anchored property to transfer loads to the structure. Mrachlq 2003 M-; .. ... owC.'suf ➢im AProductimproreroeanw-s;;-d tae. - - '. MID'"SIDELITE Unit s .• .••- 6 3' 6- CL TYR Typ. TYp TYP. ♦ ♦ ► / 1 1 / 1 ! ♦ 1 / 1 1 1 ♦ 1 Il ~i tt 11 1 11 SEE NOTE S`1 tt t 11 11 1 11 I i ti 11 1 II i~ W"nock IM -9 Test Data Review certificate 13026447A; 030264478; 03026447C and COP/rest Report validaOorrMatra MEMO13026447A-001, 002, 003, 004; 030264478-001, 002, 003, 004; 13026447C-001, 002, 003, 004 provides additional information - available from Ore ITSIWH website (www.efsemko.com), the Masonite website (www.masonite.com) or Ore Masonite technical center. t r T 1 1 1 --511120,941 • 6 per vertical framing member • 16 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. s• TYP. r6'8" UNIT 8'Q" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYR f 1 1 w� • Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: • Compliance requires that GRADE 3 or better (ANSUBHMA 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 (ANSI/BHMA At 56.16) 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 consideredfor use- Jamb and head fasteners analyzed for this unit include 88 and 810 wood screws or 3/16" Tapcons. Threshold fasteners analyzed for this unit include 88 and 810 wood screws, 3/16" 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/AF & PA NDS 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 properly to transfer loads to the structure - :K March 14 20021 rw • • �' = MIOWL=MA0005�02 Unit wanak Hers" Test Data Review Certificate 13026447A; /30264470; _ 13026447C and COP/Test Report Validation Matrix - 13026447A-001.002.003, 004; /30264470-001, 002. 003, 004; i3026447C-001, 002, 003, 004 provides additional information - available from the ITSMH website (www.eft mko.com), the Masonite website (www.masGnite.com) or the Lasonle technical center. • 6 per vertical framing member for heights 77 and smaller • --8 per vertical framing member for heights greater than 77 • 16 per horizontal framing member Hinge and strike plates require two 2-1/2"long screws per location. P. Width of door unit plus 1/2" • Height of door unit plus 1/4" 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 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 8 PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment of 1-1/4". 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. ,. Mamb 10.2003-, ..- Oum,wnuinp propwmdproxkrttmorommnt maMessped9oGas.: , 3-.0 X Unit 6' - I„ SINGLE .•• IN 2 -PIECE ADJUSTABLE STEEL FRAME 0 ES WarnH�—YMMEW Test Data Pt view Cerliricate /3026447A; 131111e;130264"Cand COPT'St Report validation Matrix t3026447A-0Ot, DD2, 003, OD4;1302o"ll D1, 002, 003, 004; i3026g4TC-001, 002, 003, D04 provides additional information - available from the rfS/W website (v; .etlsemko.com), the Masonite NO webshe.(www.masonite.com) or the Masonite technical center. Section A — A P— — © 2 at Strike Side © 3 at Hitpe Side I at SWke Side NEW=KIN-111RINT1 11 • 17 per vertical framing member . • 6 per horizontal framing member (header) • 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 (ANSI/BHMA 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,#8 wood screws at ®and ® and 110 wood screws at © (see section A — A). 2 The wood screw single shear design values come from Table 113A of ANSI/AF & PA NDS for southern pine- lumber with aside member thickness of 1-1/4" and achievement of minimum embedment: 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. SINGLE DOOR IN HOLLOW METAL_ STEEL..., FRAME Vii®®® OR STEEL. lYP STUD WITH STRAP ANCHORS F A Strap Anchor 2 EO Min. 18 ga. Steel SPACES I/ 6 fasteners per anchor Width, of door unit less 2-1/2" • Height -of door unit less 1-1/4" Wawo& HwftT Tess Data Review certificate 13026447A;130264476; 130264470 and COPfrest Report Validation Matrix 13026447A-001, 002, 003, 004;130264478-001, 002, 003, 004;13026447C-001, 002, 003,004 _ ECl ID® wrebsheS(www �masonal nil om) or the Masavailable onite echnirA u%ter to (www.etlsemko.om), ttce Masonite Latching Hardware: • Compliance, requires that GRADE 3 or better (ANSI/BHMA A1562) 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 3/16" Tapcon 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 properly to transfer loads to the structure. CPO October 14. 2002- omwnBraftpowdP kuPrwnmemaks a, . „ . . o.Ad" soNect to nano» Wtooda. _ Lr ... - M � MID�W�L�MAOw007��02 � v ,: Unit SINGLE .•. IN HOLLOW METAL STEEL FRAME P:, MASONRY OPENING- WITH EXISTING OPENING ANCHORS a 4CES • Width of door unit plus 1/2" • Height of door unit plus 1/4" WsfOCt' Hmwy Tesi Data Review Ceffi 4e l302tri47A; l3026447B; l302G447C and COP7rest Report Va0datian Matrix l3026447A-o01, 002, 003, OD4; 130264476-007,002, 003, 004 i3026447C-001,002, W3, 004 MMOLW provides additional information - available from the IT&Wn website (www.e0semko.com), the Masonite ® websile (www.masonile.com) or the Masonneteftical center - Latching Hardware: • Compliance requires that GRADE 3 or better (ANSVBHMA A1562) 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 3/8' Tapcons at jambs. 2.., The 3/8' Tapcon, design value. comes from the Powers Fasteners Design Manual with a minimum 1-1/4" embedment October 14.2002 MID WLMA000OWN UnitW SINGLE DOOR HOLLOWIN TYP MASONRY OPENING/ ' WITH WIRE ANCHORS 2 EO SPACES Width of door unit plus 1/2" • Height of door unit plus 1/4" Vlratnock Test Data Review Certificate 13026447A;13026447B;13026447C and COP/Test Report Validation Matrix 13026447A-001, 002, 003, 004;13026447&001, 002, DM, 004; 13026447C-001, 002, 003, 004 provides additional information - ava0able from the ITS/WH welmite (www.ellsemko.com), the Masonite �® website (www.masonRe.com) or the Masonitetechnial center. Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Compression Anchors INK One screw on interior face one screw on exterior face • W Width of door unit less 2-1/2" of each jamb • Height of door unit less 1-1/4" Wamuck "m" Test Data Review Certirrcate 13026447A; 130264470;13026447C and COP/rest Report Validation Matrix ►3026447A-001, 002, 003, W4; ►30264470-001, 002, 003, 004;1302rr147C-001, 002, 003, 004 provides additional information - available from the ITSAVH website (www.etisemko.com), the Masoniie �® website (vow.masonRe.com) or the Masonite tedmiW 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 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 ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievemegt of minimum embedment The 3/16" 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 properly to transfer loads to the structure. " _ 0 Ddober 14- 20M COMPLIANCE }s1 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): TESTED IN ACCORDANCE WITH MIAMRADE BCCO PA201, PA202 8 PA203 COMPANY NAME CITY STATE LABEL APPLIED TO HINGE JAMB (NON -IMPACT RATED UNIT): TESTED IN ACCORDANCE WITH MIAMI-DADE. BCCO PA202 COMPANY NAME CITY, STATE Cernxica.ve Of Validation Tats,ewf Irras that tntertek has reWeMdstructurat toad test data rmd documentation for the product Urm listad brlaw and performed the validation checklist fn accar�danc+e with Florida Admirrlstrattve Rule 4B•7Z. The appropriate cap/Test Report Validation Matrtitprovkfes corretatfon fnfotmadon for each product model revfemd st4h vs the test lab report numbers, performance vaturs, and Instafiatfan MArmrrdOn- i: lMrida Statewide Approval: #FL19 Mwubcturer: Mmnite international Product Line: Metal -edge Street Door Units Untertek Validation Matrix: #3026447A-002 #30264475-002 #3026447C-002. Signed: Tifle: Program Hager" Mten w ism approved a PortY Volfdatlarr E"ttty by the Sitatc of FloMah (VAL 7646) - t Yl /U I f I, F El viaI p. 'q..vl if �. o0 0- t Overviews "u Seaik rch = Organization, = Product + : S `fir - Search Appli aiion Ysv'a'-.. 71aV1/�5/r� �� User: Public ser - Not Associated with Organization - Need Help =. Application i� FL19 Date Submitte : 08/04/2003 Product Manu r. Masonite International Address/Phone�email: One North Dale Mabry` Suite 950 i Tampa,- FL 33609 F Technical Rep ntative: Steve Schreiber Technical Rep ntative Address/Phone/email: 1 Premdor Drive Dickson, TN 37055 sy ` (615) 441-4258 sschreibet@masonite.com i ry Category: I 4 Exterior Doors 4 s Subcategory:Swinging EvaluationMod: Certification Mark or Listing Referenced St dards from the Florida Building Code: tion Standard . Yetr i II TAS201 1494 TAS202 1994 TAS203 1494 Certification A i ency: Intertek Testing Services - ETf [Worbo& Hersey Quality Ass ce Entity: Validation tuti 4, Authorized Si ` aturae: Steve Schreiber sschitiber@masonite.com Evaluation/Te§t ke0orts Uplodded: ' Installation eats Uplddtied: rluriva flw,u,,,g .-uuc Product Approval ethod Method I Option A Application Status:. Approvedd"' Date Validated: 08/11/2003 Page: F— Page l / 1 P /� Product Model # or Name Model Description Limits of Use 19.1 Metal—e Steel Door Units None Known Next: - Copy'_ ht and Disclaimer ; ®2000 The State of Florida. AN rights reserved_ w