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HomeMy WebLinkAbout112 Kelley CirPermit # : �� C Job Address:_ Description of Work: _ Historic District: —A RECEIVED CITY OF SANFORD PERMIT APPLICATION t / / 2 l/� APR 2 9 2005 - Date: 'T LO5 Permit Type: Building XX Electrical Electrical: New Service — # of AMPS Mechanical: Residential _ Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets _ Mechanical Plumbing Fire Sprinkler/Alwm Pool Addition/Alteration Change of Service Temporary Pole _ Replacement New (Duct Layout & Energy Cale. Required) # of Water & Sewer Lines # of Gras Lines Plumbing Repair — Residential or Commercial Occupancy Type: Residential --V— Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) COntract4Name&Address: PETER A. CAFARO IIII, .4.948 TELLSON PLACE,.-- ORLANDO, FL 3281.2 State License Number CG C1508417 Phone & Far. 7-4 7-2643 407-327-0910 Contact PersorJACKIE CRINES Phone: 407-467-2643 Bonding Company: Lxft Address: Mortgage Lender- NA Address: Architect/Engineer: Ntk 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 is this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all 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 governmenta9Si i0ftontractor/Agent management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property ofori Li Law S 13. Signature of Owner/Agent Date Dat Print Owner/Agent's Name Signature of NotaryState of Florida Date Owner/Agent is _ Personally Known to Me or _ Produced ID I APPLICATION APPROVED BY: Bldg: Zoning: nitial & Date) Special Conditions: nt Contractor/Agent's ame V/a 9 /6 S i Signature of Notary -State of Florida Date DEBBIE BLANTON Con r/ a $3Ay8li5(�°#t _ Pr uc 1-800-3-NOIARY FL Notsty Discount Assoc. Do. Utilities: F : (Initial & Date) (Initial & Date) (Initial & Date) LOWE'S tompanfes Inc. 8529 South Park Cr. Suite 430 Orlando, Florida 32819 Bus. 407/370-2872 Fax. 407/352-6309 Limited Power of Attorney Date: / O� To: Building Department From: Peter A. Cafaro III 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 XJ for a permit for work to be perforped at a location dejcriiVd as: of Job) (Owner of Property) And to sign my name and do all things necessary to this appointment. Thank you for your assistance. Sincerely, Peter A. Cafaro IIII Area Installed Sales Manager Primary State Qualifier CGC 1508417 Sworn to and subscribed before me this ay ,2005. No.public My commission expires otY P&s�- Rebecca Velez MYCOWASSIOM# DD176963 Eli?IRES January 12, 2007 ? Q•' BONDEDTHRU TROY FAIN INSURMCE, INC IapE(•,yyGT aT M NO. STHEETADDPFSF P6's7 0a->Noo - _. CITY STATE TIP77 +� :t/ F �j�- --- 19` 7-- + . Low t1TX O CQISE� NUMatr CONTRACT# 1377872 -_- 9Tf j VPFSF" �C y C Ir w cm E r� :) This is a contract between Lowes (as defined in the Te and Conditions) ("Lowe's"), and the above-named Customer for the Installation of goods at the Customers resldentlal premises (the "Premises-) at the following installation address: GWFT izY F .'. Lowe's to arrange normal installation of the following door(s): Extedor_____4_ Interior��[[ Prehung Unit Slab � Item Number .1 33 RH I � LH ❑ 72-77 For warranty to be valid - customer must finish frame and all six (6) sides of door Door(s) Size 36 x 80 D 32x80 El Other Size Immediately (within 5 days) Item Nymber Z�73 // RHO LH j] 57'' '^'1 � ��� atter installation. N... r Door(s).Size Ek36 x 80 ❑ 32x80 ❑ Other Size Customer Initials Deliveryof Door YeF;k No O (check one) Haul away of any debris related to installation: Yes Nor) (check one) Basic Installation Includes the following: *Normal fnstaliation of door in same size square opening in good condition -Installation of hardware with pre -bored door -Reinstallation of present casing or customer provided new casing -Clean-up of job -site Basic Installation does not Include the following: -Reframing or alterations to existing structure or carpentry work resulting from old or damaged structure •Any reinstallation of Burglar Alarms •Any painting or staining or finishing of new door unit •Reinstallation of Screen or Storm or Security Door •Reinstallation of vinyl or aluminum covering on exterior molding With the exception of Burglar Alarms and finishing, any of the above labor items can be contracted at an additional cost and must be specifically listed in the additional specifications block on this contract. Atditioeal Speclfleations: The Environmental Protection Agency (EPA) has requested that=- marls 2-76&4 Lowe's notify Instailadon customers that a lead based paint hazard may exist In dwellings built - •Tax 1 prior to 1978. See pamphlet EPA 747-K-99-091 ford tails.. ?? Labor. r vu (• � 7 761L, 1l, 5 1 / V .(� // oakWhere w0lasbW kdw In taxable, _ = Total �j / r-- (/� 0 V r5 / [�j� / .. --'� - check to®I tarrasLfetiotu. NOTICE TO CUSTOMER All items listed in this contract and specification shed(s) are to be installed under conditions agreed upon at time of purchase and at the price appearing on this oontrad form. This assumes sound existing substructures, superstructure and points of attachments. Extra labor or material incident to installation necessitated by defective substructures, superstructure. points of atlaChmem, or the moving of flxlutes or appliances to be billed at extra cost to customer. DO NOT SIGN THIS CONTRACT UNTIL COMPiETE 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 TOA COPY OF THIS CONTRACT AT THE TIME OF SI WITNESS O ANDS) NO SEAL(S) DLLOW THIS _ 7 . DAY 01= WITNE (sem) f. % : �;` • Owner (Seal) (Seal) Ma Spouse 90800 (Rev. 7/02) A 2002 by Lowe's.0 Lowe's and the gable design are regislcred trademaft Of LF Corporation. FILE COPY Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 A-kRC.Li. DAvio JOHNSON. CFA, ABA PROPERTY APPRAISER 5041MOLE COUNTY FL. 1101E. FnxsT sT •" SANFORD, FL 32771-1468 407-665-7508 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market S11-SANFORD Number of Buildings: 1 Parcel Id: 12-20-30-511-0000-0540 Tax District: Depreciated Bldg Value: $83,037 Owner: MORALES GILBERTO & Exemptions: Depreciated EXFT Value: $0 LILLIAN Land Value (Market): $18,000 Address: 112 KELLY CIR Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32773 Just/Market Value: $101,037 Property Address: 112 KELLY CIR SANFORD 32773 Assessed Value (SOH): $101,037 Subdivision Name: MONROE MEADOWS Exempt Value: $0 Dor: 01 -SINGLE FAMILY Taxable Value: $101,037 Tax Estimator SALES Deed Date Book Page Amount Vac/Imp 2004 VALUE SUMMARY SPECIAL WARRANTY DEED 03/2001 04088 1155 $83,000 Improved 2004 Tax Bill Amount: $1,895 SPECIAL WARRANTY DEED 12/2000 03996 1977 $100 Improved 2004 Taxable Value: $92.476 CERTIFICATE OF TITLE 12/2000 03976 0510 $100 Improved DOES NOT INCLUDE NON -AD VALOREM WARRANTY DEED 03/1995 02900 1433 $73,900 Improved ASSESSMENTS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Frontage Depth Land Unit Land LEG LOT 54 MONROE MEADOWS PB 46 Method Units Price Value PGS 16 & 17 LOT 0 0 1.000 18,000.00 $18.000 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 1995 6 1,076 1,596 1,076 CONC BLOCK $83,037 $86,497 Appendage / Sgft GARAGE FINISHED / 488 Appendage / Sgft OPEN PORCH FINISHED / 32 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 Just/Market value. http://www.scpafl.org/pls/web/re_web.seminole_county_title?parcel=12203051100000540... 4/28/2005 m 0 EMU=) LW m 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 #302644713-004) ITS/ETL-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 s BY: ' Jim Turgeson, Project Manager Revision Date: March 10, 2003 Supercedes Certificate #3026447B Issued June 14, 2002 COP# (WL-) Frame Type Config, Swing (1/0) Max. Overall Size (Ins.) Leaf# Nominal Max. Leaf Size (Ins.) 01 zing Type' +DP (psf) -DP (psi) Impact Appr'd Ret. Test Reports' Ref. Evai. Report Ass'y Delaii (MAD -WL -MA) Intal[ Detall (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 80 1 36 x 80 0 67,0 67,0 Y NCTL.210.1880 7, 9 - 0003.02; 0006/0041-02 0003-02 SL 1 14 x 80 G 1 67.0 67,0 N CA4104-02 wood 0X0 1 108 x 80 1 36 x 60 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-210.1905 10-12 - 0005/0041-02 0005-02 SL 36 x 80 G 55.0 $5.0 N MA4106.03 wood X 1 36 x 96 1 36 x 96 0 170.0 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/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 wood OXO 1 108 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 49.1 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 36 X 80 0 66.0 66.0 Y NCTL-210.1916.10,11,12 - 0009.02 0006.02 CM121.02 wood X 0 1 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 x80 0 55.0 55.0 Y NCTL-210.1905 10.12 - 0012-02 0002.02 CA4123-02 wood X0/0X 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 0X0 0 108 x 80 1 36 x 80 0 67.0 67.0 Y NCTL-210.190510.12;1880 7, 9 - 0014-02; 0017/0041-02 0004-02 SL 14 x 80 G 67.0 67.0 N SL 36x 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 1 55.0 N 0-opaque;G=glazed 'tested in accordance with Metro -Dade Protocols PA201, PA202 and PA203 r COP# (WL-) Frame Type Config, Swing (UO) Max. Overall Size (Ins.) Leaf# Nominal Max. Leal Size (Ins.) Glazing Type' +DP (psi) -OP (Ps f) Impact Appr'd Ref. Test Reports' Ref. Evai, Report Ass'y Dstaff (MAD•WL MA) Inteil Detail (MID -WL -MA) MA4126-03 MA4127.0.3 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.OD02 003.005.0002 0011.02 0012.02 OOiB 01 023.041.02 0001.02 0002.02 0003-02 . SL 36 x 96 G 49.7 49.7 N MA4129.03 wood 0X0 0 108 x 96 1 36 x 96 0 49.7 49.7 Y CTLA-919W D03-005.0002 00100124-02; 017 024. 41 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 0050002 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 I 1 1 36 X 80 36 X 80 36 x 80 72 x 80 72 x 80 1 1 1 1, 2 1 36 X 80 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-210-1915.10,11,12 NCTL-210.1916-10,11, 12 NCTL-210.189710.12 NCTL-210.189710.12 NCTL-210.1897 10.12 - - - - - 0020.02 0019.02 0001/0041.02 0002/0041 Q 0000 002; 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 - 000/4001;02 0004-02 SL 36 x 80 G 50.5 50.5 N CA4145.02 wood OXXO I 144 x 80 1, 2 36 x 80 G 50.5 50:5 N NCTL-2t0 18971012 0008 0041.02 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 x80 " 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•210-189710.12 NCTL•210-189710-12 NCTL-210.189710-12 - - - 0011/0041-02 0012/0041.02 000013.0 -02 0001.02 0002-02 0003-02 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 - 0000/0041.02 0004-02 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 ORopaque; G=glazed 'tested in accordance with Metro -Dade Protocols PA201, PA202 and PA203 COP# (WL-)' Frame Type Config. Swing (1/0) Max. Overall Size (W.) Leaf# Nominal Max. Leal Size (ins.) Glazing Type' +DP (psf) -DP (pail Impact Appr'd Ref. Test Reports' (NCTL-210-) Ass'y Detail (MAD -WL -MA) Intall Detali (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 1 106 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 60 1.2 36 x 80 0 55.0 55.0 Y 1905 1.3 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. 112 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 0X0 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 16,96 0 48.3 48.3 Y 19801-1 0005-02 0005.02 SL 36 x 80 G 48.3 46.3 N CA3111-02 HM X 1 36 x 80 1 36'x 80 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 1 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 18801.3 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 18801-3; 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 80 0 55.0 55.0 Y 19051.3 0015-02; 0018/0041-02 0005-02 SL 36 x 60 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 I XX 0 72 x 96 1.2 36 x 96 0 48.3 1 48.3 1 Y 1980 1-3 0012-02 0002.02 ' 0 -opaque; Gvgiazed 'tested In accordance with Metro -Dade Protocols PA201, PA202 and PA203 COP# (WL-) frame Type Contig. Swing (1/0) Max. Overall Size (Ins.) Leat# Nominal Max, Leat Size (ins.) Glazing_ Type' +DP (pst) -OP (pit) Impact Appr'd Ret, Test Reports' (NCTL-210-) Ass'y Detail (MAD -WL -MA) intall Detail (MID-WL•MA) CA3128-02 wood X0/OX 0 72 x 96 1 36 x 96 0 46.3 48.3 Y 1980 1-3 000013.01-02 0003.02 SL 36 x 96 G 48.3 48,3 N CA3129.02 wood 0X0 0 10$ x 96 1 36 x 96 0 48.3 48.3 Y 19801.3 000014.02.02 17/0041 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 19801.3 008/0041-02 0005 02 SL 36 x 96 G 48.3 48.3 1 N CA31S1.02 CA3136.02 CA3141-02 CA3142.02 CA3143-02 HM 2 -PC wood wood wood X X X XX XO/OX 0 0 1 1 1 36 X 80 36 X 80 36 x 80 72 x 80 72 x 80 1 1 1 1,2 1 36 X 80 36 X 80 36 x 80 36 x 80 36 x 80 0 0 . G G G 8010 80.0 50.5 50.5 50.5 80.0 8010 5015 50.5 50.5 Y Y N N N 1915-1,2,3 1916.1,2,3 18971-3 18971-3 18971-3 0020-02 0019.02 0001/0041.02 0002/0041.02 0008 0041-02 0007-02 0006.02 0001.02 0002-02 0003.02 SL 30 x 80 G 50.5 50.5 N CA3144.02 wood 0X0 1 .108 x 80 1 36 x 80 G 50,5 50.5 N 18971.3 000710041.02 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 00080041-02 0005 02 SL 36 x 80 G 50,5 50,5 N CA3146.02 CA3147-02 mw -w CA3162-02 CA3163-02 wood wood wood wood wood X XX X XX XO/OX 1 1 0 0 0 36 x 96 72 x 96 36 x 80 72 x 80 72 x 80 1 1,2 1 1,2 1 36 x 96 36 x 98 36 x 80 36 x 80 36 x 80 G G G G G 43.0 43.0 50.5 50.5 50.5 45,0 45.0 50,5 50,5 50.5 N N N N N 1887 1-3, 7-9 1887 1 3, 7.9 18971-3 18971.3 18971-3 0001/0041.02 0002/0041.02 0011/0041-02 0012/0041.02 0016/0041-02 0001-02 0002.02 0001.02 0002-02 0003.02 SL 36 x 80 G 50.5 50,5 N •CA3164.02 wood 0X0 0 108 x 80 1 36 x 80 G 50,5 50.5 N 18971-3 001710001-02 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 SU N 18971.3 0018/0001.02 0005.02 SL 36 x 80 G 50.5 50.5 N CA3166.02 CA3167.02 wood wood X XX 0 0 36 x 96 72 x 96 1 1,2 36 x 96 36 x 96 G G 43,0 43.0 45.0 45.0 N N 18871.3, 7.9 1887 1-3. 7.9 0011.02 0012/0041-02 0001.02 0002.02 0®opaque;G=glazed tested in accordance with Metro -Dade Protocols PA201, PA202 and PA203 3 CDP# (WL Confip. 5winp (1/0) Max, Overall Size (Ins.) Leaf# Nominal Max, Leal Size (Ins.) Glazing Type' +AP (pal) -DP (Pat) Impact Appr'd Rol. Test Reports' Ass'y Detall (MAD•WL•MA) intall Delail (MID -WL -MA) MA0101.02 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 MAD102.02 XX 1 72 x 80 1,2 36 x 60 0 55.0 55.0 Y CTLA-772W2: 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 MAOI 04-02 0X0 I 1 64 x 80 1 36 x 80 0 55.0 5510 Y CTLA-772W2; CTLA-1051 W 0004/0007/0041.02 0004-02 SL 14 x 80 G 55.0 55.0 N MA0105.02 OXXO 1 100 x.80 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 0001-62 MA0107-02 XX 1 72 x 96 1.2 36 x 96 0 55.0 55.0 Y CTLA-772W1; CTLA-1051 W 0002.02 0002-02 MA0108.02 XO/OX I 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 MAOI 09-02 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 1 55.0 55.0 N MAOI 10-02 OXXO I " 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 60 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 MA0123-02 XO/OX 0 50 x 80 1 36 x 80 0 550 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•772W2;CTLA-1051W 0014/0017/0041-02 0004-02 SL 14 x 80 G 55.0 $5.0 N MA012H2 OXXO 0 100 x 80 1,2 36 x 80 0 55.0 55.0 Y CTLA-772W-2; OTLA•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-1051 W 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 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 55.0 N 0 -opaque; G=glazed 'tested in accordance with Metro -Dade Protocol PA202, ASTM E1886 or ASTM E1996 COP# (WL-) Contig, Swing (1/0) Max. Overall Size (ins.) Leat# Nominal Max, Leal Size (ins.) Glazing Type' +DP (psi) -DP (psi) Impact Appr'd Ret, Test Reports' AAD-ss'y Dete14 (MAD -WL -MA) etail Intal/ (MID -WL -MA) MA0141.02 MA0142 02 MA0143-02 X ' XX XO/OX 1 I I 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 52.0 52.0 52.0 52.0 52A 52.6 N N N CTLA-805W-2 CTLA-805W2 CTLA-805W2 0001/0041-02 0002/0041.02 0003/0006/0041.02 01-02 0001 02 0002.02 0003 02 SL 36 x 80 G 52.0 52.0 N .MA0144-02 0X0 I 108 x 80 1 36 x 80 G 52,0 52,0 N CTLA-805W2 000410007/0041.02 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•805W2 0005/0008/0041.02 0005.02 - SL 36 x 80 G 52.0 52,0 N MA0146-02 MA0147-02 MA0148-02 X XX XO/OX 1 1 1 36 x 96 72 x 96 72 x 96 1 1.2 1 36 x 96 36 x 96 36 x 96 G G G 40.0 40.0 40.0 40.0 40.0 40.0- N N N CTLA•805W CTLA.805W CTLAT806W 000110041.02 0002/0041-02 0003/0006/0041.02 0001.02 0002-02 0003-02 SL 1 36 x 96 G 40.0 40.0 N MAO149-02 0X0 0 108 x 96 1 1 36 x 96 G 40.0 40.0. N CTLA-805W 0004/0007/0041.02 0004-02 SL 1 36 x 96 G 40.0 40.0 N MA0150-02 OXXO I 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 MA0161-02 001 22-02 MA0163-02 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 55.0 55.0 55.0 56.0 55.0 55.0 N= N N CTLA-BOSW-2 CTLA-805W-2 CTLA-805W2 0011/0041.02 0012/0041.02 0013/001610041.02 0001.02 0002.02 0003.02 SL 36 x 80 G 5510 $5.0 N MA0164-02 0X0 0 108 x 80 1 36 x 80 G 55.0 65;0 N CTLA-806W2 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-805W2 0015/0018/0041.02 0005.02 SL 36 x 80 G 55.0 55.0 N MA0166.02 MA0167-02 MA0168-02 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 G G G 47.0 47.0 47.0 47;0 47.0 .47,0 N N N CTLA-805W CTLA-605W CTLA•805W 0011/0041-02 0012/0041.02 0013/0016/0041.02 0001.02 0002-02 0003.02 SL 36 x 96 G 47.0 47.0 N MA0169-02 0X0 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 MA0170-02 OXXO 0 144 x 95 1, 2 36 x 96 G 47.0 47.0 N CTLA•805W 0015/0018/0041.02 0005.02 0 -opaque; G=glazed r tested In accordance with Metro -Dade Protocol PA202, ASTM El 886 or ASTM E1996 A `V 1 t `V 1 COPA (WL-) Config. Swing (1/0) Max, Overall Size (Ina.) LeafA Nominal Max. Leal Size (Ins.) Glazing Type' .DP (psi) w/Surl. Bolts -DP Appr'd W/Surf. Boils Impact I Ref. Test Reports' Ass'y Detall (MAD•WL-MA) Intal[ Detail (MID -WL -MA) MA0241-02 X 1 36 X 80 1 35 X 80 IG 50.5 NA 55.0 NA I N CTLA945W 0001.02; 0042-02 '0001.02 MAD242-02 XX 1 72 X 80 1,2 36 X 80 IG 50.5 NA 55.0 NA N CTLA945W 0002-02:0042.02 0002.02 MA0243.02 XO/OX I 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 60 IG 1 50.5 NA 55.0 'NA N MA0244.02 0X0 1 108 X 60 1 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 X96 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 MA024H2 X0/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 0X0 1 108 X86 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 43.0 55.0 45.0 55.0 N CTLA945W-1 0005.02: 0008/0042.02 0005-02 SL 36 X 96 43.0 '55.0 45,0 55.0 N MA0261-02 X 0 36 X 80 1 36 X 80 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 JIG 55.0 NA 55.0 NA N CTLA945W 0012-02, 0042-02 0002.02 MA0263-02 XO/OX 0 72 X 80 1 36X 80 55.0 NA 55.0 NA N CTLA945W 0013-02; 0016/0042.02 0003.02 SL 36 X 80 55.0 NA 55.0 NA N MA0264-02 0X0 0 108 X 80 1 36 X 80 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 1G 55.0 NA 55.0 NA N CTLA945W 0015-02: 0018/0042.02 0005-02 SL 1 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 1 0 1 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 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; 0006/0042-02 005.02 . SL 36 X 96 IG 1 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 1 COPY (WL-) Config. Swing (1/0) Max. Overall Size (Ins.) Leaf# Nominal Max. Leaf Size (Ins.) Glazing Type' +DP (psf) w/Surf. Bolts -DP Appr'd w/Surf. Bolts Impact I Rat. Test Reports' Ass'y Detail (MAD.WL-MA) intail Detail (MID -WL -MA) MA3241-02 X 1 36 X 60 1 36X80_ 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 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 m SL 36 X 80 IG 40.0 60.0 40.0 60.0 N MA3245-62 OXXO 1 144 X 80 1,2 36 X 80 IG 40.0 60.0 40.0 •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 MA3246.02 X 1 36 X 96 1 36 X 96 IG 50,0 NA 55.0 NA N CTLA86OW 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 CTLA86OW 0003.02; 0006/0042.02 0003.02 SL 36 X 96 IG 50,0 NA 55.0 NA N 3249.02 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 3250.02 OXXO 1 144 X 96 1,2 36 X 96 IG 50.0 NA 55.0 NA N CTLA860W 0005.02: 0008/0042.02 0005.02 PMA3261-02 SL 36 X 96 IG 50.0 NA 55,0 NA N . 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 3262.02 XX 0 72 X 80 1, 2 36 X 80 IG 46.0 60.0 43.0 6010 N CTLA-826W 0012.02; 0042-02 0002-02 MA3263.02 X0/OX 0 72 X 80 / 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 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-860W 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-86OW 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-860W 001.3.02; 0016/0042.02 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-860W 0014-02; 0017/0042.02 0004-02 SL 36 X 96 IG 50.0 NA $0.5 NA N MA3270.02 OXXO 0 144 X 96 1,2 36 X 96 IG 50.0 NA 50.5 NA N CTLA-860W 0015.02; 0018/0042-02 005-02 SL' 36 X 96 1G 50.0 NA 50.5 NA N ' 0 -opaque; IG -Insulating glass with minimum 118" tempered glazing 'tested In accordance with Metro -Dade Protocols PA201, PA202 or PA203 X Unit _ N64 ; 1 I t "' UNIT 811" UNIT •15/16" 17-1/8' MAXIMUM ON CENTER TYP. r 0 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. 0 Width of door unit plus 1/2 0 Height of door unit plus 1/4? werrwek Hersey Test Data Review Certitkate 13026447A; /30264476; I3026447C and COP/Teo Report VabdaOan WRI-A I3026447A-001, 002, 003, 004; i3026447e-001, 002, 003, 004; 13026447C-001, the 002, 003, 004 provides (wwi rql tr nitp fort - avaftWe hom the nAM SH websde (www.e0seftaxom). Maso nle website ice® www.masoite con) or the Masorote techr6ml CWK Latching Hardware: • Compliance requires that GRADE 3 or better (ANSIlBHMA A1562) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 0246`, 0266% 3241', 3245, 3261' or 3266 Compliance requires that 8" GRADE 1 (ANSIBHMA 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 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 410 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 ANSVAF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedmerd. 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_ Mardi 10.2003 X Unit TYP { I ❑ 6 per vertical framing member for 70Z height and smaller 8 per vertical framing member for heights greater than 7W, 0 4 per horizontal framing member p. Hinge and strike plates require two 2-1/2" long screws pet location. 0 Width of door unit plus 1/T 0 Height of door unit plus 1/4D Vg---k►bxy Test Data Review Certirmale 03026447k 130264478; /3026447C and COP/rest Report validation Matrix /3026447A-001.002.003.004: /3026447B-001, 002.003.004: /3026447C -Wt. 002.003.004 provides aftlional kdormation - avadaEk from the rF&VH website (www.edsanko.com), the Masmite website (www.masorrite-tom) or the Masonite terh*W cerder. 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% 0266', 3241•, 3246, 3261' or 3266 Compliance requires that 80 GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel C. (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 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 1-1/4II ' 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. March 10, 2M • 0 .-, Ow wximirp ptetp'am d Product ltgpowraet rerlaf qom, - .. . ... �_� .:.,. �... .....-:o_ denim order•duct dgaa aysipl to chaoowaeudootice.: ,. ,. ._ �,.::. . ._. _r ._.....-,. . , .. _-.. ... _., .... .... .,. ,._ _.. __,a. � _.;: . .. ..-, ;-. ::..:'.: 6• TYR 6'r UNIT 8'U• UNIT 13-15116' 17-118' MAXIMUM ON CENTER TYP. G 6 per vertical framing member - C 8 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. G Width of door unit plus 11n G Height of door unit plus 1/40 Latching Hardware: o t3'G000]M�OG[moo 0 UNITS COVERED BY COP DOCUMENT 3147 or 3167 GGD :GrrrnGG L1 XO ox - OEM SINGLE DOOR WITH i SIDELI'TE CL TYP TMP TYP. I, 9T ! I ! I I yr x 1 TYP 6'87 UNIT BIr UNIT • _ 13-15116' 17-1/ir MAXIMUM ON CENTER TYP. 9 " i 1 1 t t t t 1 Latching Hardware: - Compliance requires that GRADE 3 or better (ANSU,MMA A156.2). cylindrical and deadlock hardware be installed Notes: T. - Anchor palmation. have been carried out with the krwest (least) fastener rating from the different fasteners being considered for use. fasteners analyzed for this unit include 98 and 110 wood screws or 3/16" Tapcons: 2, The wood screw, single shear design values cone frau Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with aside member thickness of 1-114" and actuevemerd of minimunt embedment. The 3/167 Tappan single shear design values cone frown the ITW and ELCO Dade Country approvals respectively each with rniriimum 1-114' embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. .. rAi7l�t �►. �ill.�.en .. 2% 20M 2 Masonite international Carporatlon ? s •'M1D INL MA0004',02�"' Unit SINGLE �••,- b" TYP. TYR CL TYP TYR TYl 6'8 13- S11 NOTE Al �t Il �I i it li l� • •• 1 r t t t t It If Ylla 1, 61—P Test Data Review certirrcate rM26447A;130264478;13026447C and COP/rest Report Vafttion Matrix 13026447A-001, 002, 003, 004;130264476.001, 002, 003,004; 1302O 4 4 7 0.001, 002, D03, 004 provides addifimal information - avai able trom Me nSM41 website (www.etlsemko.com), the Masnoite website ®® (wwwmasotile.com) or the.Masomte tedmical-center. UNIT 610" UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYR [NiTiMMEMMMM 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two t-1/2" long screws per location. 'a a ir• r '1 Width of door unit plus 1/22 Height of door unit plus 1hro Latching Hardware: • Compliance requires that GRADE 3 or better (ANSUBHMA A1562) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 0249-, 0269, 3244-,3249,3264* or3269 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 48 and 110 wood screws or 3/16" Tapcons. Threshold fasteners analyzed for this unit include 18 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 113A of ANSVAF & 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 property to transfer loads to the structure. Mach ie,20IXi oxxo Unit DOUBLE DOOR WITH 2 SIDELITES 6- 3 CL TYP TYP. TYP i t i l t 1 T,P i t l l t 1 11 ~1 ]I tl 1 ttll SEE NOTE Ot it t ii 1 tt ii t t1 11 1 tt I~ TYP. rr UNIT 8'll UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYR f f 1 1 1 f t t 1 1 f I It t f' If M-q.M, 't r Ot- t 1 wmrwdr H --y Test Data Review Certificate 13026447A:13026,44711; " 6 per vertical framing member Width of door unit plus 1/2" 13026447C and COP/Test Report Validaliom Matrix • 16 per horizontal framing �13026447A-001, D02. 003, 004; /30264478-001, 002, P g member Height of door unit plus 1/4" ® 003.004; 13026447C-001, 002, 003, 004 provides additional information- available from the ITS/WH Hinge and strike plates require two website (www.ellsemko.com), the Masonite website 2_1/2^ IOD SCreWS per location. (www.masonde.corn) or the Masonile technical center. f1 P 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% 3245% 3250, 3265' or 3270 Compliance requires that 8" GRADE 1 (ANSIBHMA Al 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 gptails. f,. -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 88 and #10 wood screws or 3/16" Tapcons- Threshold fasteners analyzed for this unit include #8 and B10 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. 0 .. .. fdarchlD 2003 .� - MIDW)�MAb"NOR DOUBLE DOOR WITH 2 SIDEL.ITES 6' 6 TV. TYP. Warnock Hersey Test Data Review Certificate 13026447A;130264478; 13026447C and COP/rest Report Validation Matrix 13026447A-001, 002.003, 004; /30264478-001, 002. E�3 rt31® 003, 004; f3026447C-001.002. 003.004 provides additional information - available from the ITS/WH websle (www.ellsemko.com). the Masonite website (www.mamile.com) or the Masonite technical center. heights 7'0" and smaller • - 8 per vertical framing member for heights greater than 7'0" • 16 per horizontal framing member Hinge and strike plates require two 2-112" long screws per location. • Height of door unit plus 1/4" Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A1562) 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 & 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 property to transfer loads to the structure. March 10.2003.: w..�no t.oa� d t.oa arnrorowr+mer .: # desiPr-pr—dehi Unit SINGLE .•• IN 2 -PIECE ADJUSTABLE eFRAME 6' TYP PACES Section A — A O 2 at Strike Side © 3 a1 Hinoe Side 1 at S"e Side I O • 17 per vertical framing member - • 6 per horizontal framing member (header) tifalilliTiB ► l t r 4,{Q{ Width of door unit minus 2-3/4" Height of door unit minus 1-318" Wma1OC�e Test Data Review Cerlffiate 13026447A; 130264478- 13026447C and COP/rest Report Validation Matrix /3026447A-001, 002, OD3, DD4-1302W7B-0Ot, 002, 003, 004;;3026447C -p01, 002, 003, 004 provides additional information - avAable from rice ITS/WH website (www.e0semb.com), the Masonite I!f 7® webshe (www.masGnite.com) or the Masonite technical center. Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. ' ItlUlUS: 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 Q and if10 wood screws at © (see section A — A). 2 The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pixie- lumber with a side member thickness of 1-1/4" and achievement of mhumu" embedment 3. Wood bucks by others, must be anchored property to transfer loads to the structure. ._ _ ... October 14,2M- /' MIDWIMROOO7O2 F SINGLE DOOR IN HO •• !,- •. •, WOOD OR STEED... 12" WOOD STUD WITH STRAP ANCHORS I EQ. ;PACES • Width of door unit less 2-1/2" • Height of door unit less 1-1/4" Warnock Hersey Test Data Review Certifiwle 43026447A;130264476; 13026447C and COPtrest Report Validation INhonff Matrix 13026447A-001, 002, 003, 004; 430264478-001, 002, 003, 004;13026447C-001, 002, 003.004 _ �. provides additional intorma0on - available from the tTSMH website (www.e0semko.com), the Masonite ® wehsite (wrvw.masonite corn) or the M.Wde technical center. 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 110 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. October 14,20M Ow mw.*q P.R. d Produtl eapwennA nntnspmfdim. s _..._ .._ ded..4 orodu t detaa WNW to Ching *RW oUNCL . j MASONRY"'OPENING` WITH EXISTING OPENING ANCHORS D ICES • Width of door unit plus 1/2" • Height of door unit plus 1/4" 'G tNsnoek 11--y Test Data Review CertifiWe 13026447A;130264470;13026447C and COP/Test Report Validation Matra 13026447A-001, 002, W3, ON;13026447R-0ot, 002, 003, 004;1=6447C-001, 002, o03, 004 Provides additional information . available from the 1T&Wwebsite (www.e0semko.com), the Masonite I -No website (www.m3wnhe.com) or the Masonde technical center. Latching Hardware: Compliance requires that GRADE 3 or better (ANSIBHMA A1562) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the fastener rating from the different fasten ers-being considered for use. fasteners analyzed for this unit include 3/8- Tapcons at jambs. 2. The 3/8- Tapson design value comes from the Powers Fasteners Design Manual with a minimum 1-1/4" embedment. ////// X` Unit P TYP EQ PAGES MASONRY OPE NIi�IG 4 WITH WIRE ANCHORS • Width of door unit plus 1/2" • Height of door unit plus 1/4" Wsnock rim"g Test Data Review Certificate 13026447A; /30264470:130264470 and COP/TeM Report Validation Matrix 13026447A-001, 002, 003, 004;13026447&001, 002, 003, 004;13026447C-001, 002, 003, 004 provides additional information - available from the ITSMM website (www.etlsemko.com), the Masonite website (www.masonite.com) or the Masonite technical center. Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Compression Anchors WOOD FRAME OPENING WITH COMPRESSION ANCHORS One screw on interior face m mm" ' ' ' ' " one screw on exterior face Width of door unit less 2-1/2" of each jamb Height of door unit less 1-1/4" Wa"'O k "03Y Test Data Review Certificate /3026447A; 030264478;13026447C and COP/rest Report Validation Matra r3026447A-001, 002, 003, 004;130264478-001, 002, 003, OD4;13026447C-0Ot, 002, 003, 004 provides addif rural Information - available from the ITS/Wif website (www.ellsemko.com), the Masonite ®� Wo website (www.mamite.com) or the Masonite tectmical 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 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 achievemer(t of minimum embedment. The 3/16" Tapcon single design values come from the ITW and EICO 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. " October It 2002 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): r TED IN ACCORDANCE WITH MIAMI-DADE BCCO PA201, PA202 & PA203 COMPANY NAME CITY. STATE LABEL APPLIED TO HINGE JAMB (NON -IMPACT RATED UNIT): TESTEDIN ACCORDANCE WITH MIAMI-DADE. BCCO PA202 COMPANY NAME CITY, STATE Marcb29.2002(rev.4129/02)li $ M�Sgtfi�4{� �irte�lt,�f'ional Corporation Om con&W o proyn of p,pdud impwemca reales spmfitahms. desi0n --d T �, j Certiflicate Of Validation n1s cmf firms that lntertek has reviewed structural -load test data mrd documentation for the product tfor listed brlow and performed the validation checklist in acgordance with Florido Administrative Rule 46.72. "The aPPrvprfate COP/Test Report Vaticlation MatncXpravidea cor'retatton tnfotmatfon for each pradver model reVlemed such as the test tab report numbers, performance vatues, and Instatlatlon lnfDtmatfvrt- Florida Statewide Approval: #FL19 Manufacturer: Masonite international Product Line: Metal -edge Scree! Door Units "Chtertek Validation Matrix: #3026447A-002 #30264478-002 #3026447C-002. Signed: ----- T1tlo: Program Hager lntraW Is an cpprand.3w Party VatPdatj=Entltyby the Sitate of FtorWb IWAL 1616) Address/Phone�email: One North Dale Mabry Suite 950 Tampa, FL 33609 �4 Technical Re' ntative: Steve Schreiber Technical Repi rsentative Address/Phone/email: 1 Premdor Drive Dickson, TN 37055 (615) 4414258 . sschreiber@masonite.com Category: Exterior Doors Subcategory: Swinging g ry � Evaluation Me od: Certification Mark or Listing r ' Referenced Sdards from the Florida Building Code: Section Standard.. Year ' TAS201 1994 TAS262 199,4 TAS203 1094 Certification A ehcy: Intertek Testing IServices - ETUWartiotk Hersey Quality Assce Entity: Validation EniitY: r AuihoHzcd $4 i4dre.-` Steve Schreiber sschreiber@masonite.tro Evaluatiott/t a Ej5dris Uploaded: E Installation 6isU `toaaed. '` riurnua Dunuuig �-uuc v,u„ic Product Approval * Application Status: . Date Validated: Page: Page l / 1 App/ Model # or Name Model Description Limits of Use 19.1a Steel Door Units fNone Known