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HomeMy WebLinkAbout310 Borada Rd (2)Permit # : -- U00 Job Address_ Description of Work: REMOVE & RI Historic District: Zoning: RECEIVED JUN 0 3 2009. CITY OF SANFORD PERMIT APPLICATION Date:,/, of Work: $�P/- 7• tis Permit Type: Building XX Electrical Mechanical Plumbing Fire Sprinkler/Alann Pool Electrical: New Service - # of AMPS Addition/Altetation 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 Gras Lines Plumbing/New Residential: # of Water Closets Plumbing Repair- Residential or Commercial Occupancy Type: Residential ✓Commercial Industrial Total Square Footage Construction Type: ?? -# of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: O'eC�'d� - o/oD 03 d (Attach oof of OvmersWp & Legal Description) Owners Name & Address: 4//N 3io �,4�rA/ L 302 / 7 3 Phone: Contractor Name&Address: PETER A. CAFARO IIII, .4948 `I'ELLSON PLPCE,_. ORLANDO, FL 32812 State License Number. CG C1508417 Phone &Faz: 7-4 7-2643 407-327-0910 Contact Persou`�ACKIE CAINE5 Phone: 407-467-2643 Rnndina lrmmnanv, NA Address: Mortgage Lender: NA Address: Architect/Engineer: NA Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 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 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 the Signature of Owner/Agent Date Print Owner/Agent's Name Signature of NotaryState of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bld; F 24 05 Zoning: (Initial & Date) (Initial & Date) Special Conditions: Lien Law, S773. Name DEBBIE BL N 1 "8491 x`�' -`307 Utilities: FD: (Initial & Date) (Initial & Date) 4948 Tellson P1 Orlando, FL 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 Ce ters, Inc. to be my lawful attorney in fact to act for me wapply to for a permit for work to be perf e t alfocatioVescribed as: (Address of Job) 10 (Owner (Owner of Property) , And to sign my name and do all things necessary to this appointment. Thank you for your assistance. Sincerely, Peter Anthony Cafaro III Area Installed Sales Manager Primary State Qualifier CGC 1508417 ti Sworn to and subscribed before me this day of i -,.20050. No.public My commission expires,',--,, RebeccaVelez MYCOIt9D•�1SS'.4r!!t DD176353 'EIN ' January 12 2007 '�'oF BONDEDTHRUTROYFAIN INSURpNCE 06/02/2005 22:39 FAX -� L�T=LitS=CJ�"- 40 7-430-40b9 -- - Z 0 0 2 1657-iNSTAi_L.ED SALES P 5/5 _ 4 r 'I _•' °"" CONTRACT, 1377891 ._� W -- -. iST E MC3 S FET HOOK£ sS aD r y �! 1 GI r. STw - 6 0 _ 77 . �.`(jF-_'u. Rau i Jy l Ll` :AWL cc ' PC RLI E M51 -� S G� ! 55NQ` �� Mwcal �} v'f�At�Kv;rtrn,al,a..a,3xt6�:+arinr ". ._'- e _•.:..,.::. ° � _; s - I fins is a wntracl betvreor. Lowe'S (as defined in the (terns and Conditions) (-LuW_ws"). and the abpvC namcad Customer for the Instailrtlon or gouda al d•c Cuaromers residential orernf. a' (the'•Premia :y`) .al h!a roffowing if str!! t;on addream oTTrrN%urJ s _ ISXi-�T!' �/7 clTv =.t+� - 7 /I v 2 S 2-77 j IteweIs to arrange normal Installation of the following door(*)* _ i Interior Prehuny Unit SIHb . .- — Exterior ._.___ --- For warranty to be valid - } L_►1 f ] Customer must itnlah frame and all six (6) sides of door 32x80 0 Other Size ...- ___- immediately (within 5 days) !� Item Number_-_-_ - RH F-1 Lf -i after installation. Door(n) Size u 36 x 80 C? 32x80 C Other Size .------------ Customer initials Oelivery, of poor Yeses No (check one) I Haul away o° any ciebrroids related to installation: Ye�) No (_ (check one) Basic installation Includes the following: -Norrnal installation of door in same size siivare opening in good condition j -installation of hardware with pre -bored door -Reinstallation of present Casing or customer provided new casing -Clean-up of job -site Basic tnsteitstion does not include the following. -Reframing or alter.+tions to existinq structure or carpentry work resulting from oid or damaged structure -Any reinstallation Of Burglar Alarms -Any painting or staining or finishing o1 now door unit -Reinstallation of Screen or Storm or Seculity Door -Reinstalia,ion of vinyl or aluminum coveniig on exterior molding ! cast must be With the exception of Burglar Alarms and finishing, any of the above items cnn be r,4ntracted at an additional ca., end specifically listed in the additional specifications block on this contract. w r� ! Additional Speciff/cations: The Environmental Protection Agency (EPA) has requested that tvtae l_ 2 �%� • o S } Lowa's notify installation Customers that a iend based paint hazard may exist in dwellings built 'Tim - I prior to 1978. Sae pamphlet EPA 747-K-89-007 for details. c.UT- GAl YLt� i S?t� G v r Taal $ NOTICE TO CUSTOMER AN itefrss listed In this contract and speotfic;ation ;•sheat contract fads, Tbi» assumes wound existlnQ subsrruct by defect(vH substructures, supereuuclare, points of e DO NOT SIGN THIS CONTRACT UNTIL COP REVERSE SIDE OF THIS CONTRACT. BY STAND AND AGREE TO'THE TERMS AND ENTITLED TO A COPY OF THIS CONTRAC WtTNr-mss OJA JrAWOJS) AND SEAL(3) OCLCgVW" 909o0 (Rev. 7102) --_^s LAO ,rrrrs epplraate ,war !a tomes: chc A boa da..earA®wi.. ata to be inslailed under condhion- sagre d upon M time of puMhasra and aft Me pace appearing on this is, superstructure and points of Attachments. Indra tabor or material incident to installation twcassftiled chment or the moving of ftxlure3 or appliances to 1w billed at extra cost to customer. LETE AND YOU HAVE READ THE TERMS AND CONDfTIONS CONTAINED ON THE IGNING BELOW, YOU ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDER- DNDfTiONS SET FORTH ON THE REVERSE SIDE OF THIS CONTRACT. YOU ARE A`TZTWi TIME OF SIONyTUfiDAV OF ,r�.y/{J () Uv --- -- - (Seal) Spo�,se ... S,'. 2002 tw lovl•r s W Lowe end Th" y.bfx ,—torr ares rr. At.._ end fred-M Wks ed LF C:orporalio•f. FILE COPY .J Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 :: CEL DETAr 0"m JOHNSON, CFA, ASA PROPERTY APPRAISER SEMINOLE COUNTY FL. 1101 E. FIRST sT SANFORD, FL 3 2771-1 468 I 407-655-7505 I �ll i 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 10-20-30-503-0100- Tax District: S1-SANFORD 0390 Number of Buildings: 1 Depreciated Bldg Value: $84,674 Owner: BOARBARA P & Exemptions: HOMESTEAD HNSON 00- Depreciated EXFT Value: $0 Own/Addr: PERKEY J MOZELLE Land Value (Market): $20,000 Address: 310 BORADA RD Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32773 Just/Market Value: $104,674 Property Address: 310 BORADA RD SANFORD 32773 Assessed Value (SOH): $97,275 Subdivision Name: HIDDEN LAKE PH 2 UNIT 1 Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $72,275 Tax Estimator SALES 2004 VALUE SUMMARY Tax Value(without SOH): $1,413 Deed Date Book Page Amount Vac/Imp QUIT CLAIM DEED 01/1994 02725 1579 $26,200 Improved 2004 Tax Bill Amount: $1,276 QUIT CLAIM DEED 12/1988 02043 1339 $100 Improved Save Our Homes (SOH) Savings: $137 WARRANTY DEED 08/1981 01354 0071 $46,100 Improved 2004 Taxable Value: $62,258 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 39 BLK 1 HIDDEN LAKE PHASE II Method Units Price Value UNIT I PB 24 PGS 15 TO 17 LOT 0 0 1.000 20,000.00 $20,000 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 1981 6 1,200 1,681 1,200 CONC BLOCK $84,674 $93,562 Appendage / Sgft SCREEN PORCH FINISHED / 117 Appendage / Sgft GARAGE FINISHED / 364 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. "* If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www. scpafl.org/pls/web/re_web.seminole_County_title?parcel=10203050301000390... 6/3/2005 06/02/2005 22:40 FAX _ 2005-06-02 ---15:06 BOG -04-08 09:50 x Opaque Inswing Unit 2004 407-4 g-4 b9 1657- i TAAS�(FF[R� 5AI_FS p 3/5 407-0 12 11�+:-[SC DFF'fPr P 74 ti'1lAIT, i1U�U.i� � �' • iii � :1't ." a.,_ i , ®t CESKTIP�D TEST RE�4RT6� NC'i'a 21 ¢.?�z41 GerUbinp Enamor and License Number Gerry FvQrd, P.E. /I ISO$- Llnit 11985- Unit Tested in Accordance wtth MlambVade 3rGQ P4MI. PA202 and PA203. pool panels sonstrucad from 26-Vuge 0.01 T thldr steN atkirne- end+ silles constricted hymn wood, TW Ind roils conswcad etlhcr wood or steel Bottom end rails tQ+iatttioted from onnNt wood ar steel. Interior ;dirty o1 elati fPled W" Maid potyttmetnane foam Dare. Frame constructs of woos wttr in warudad aluminum threshold. PRODUCT COt1BPt,tMCF LAKE ING: �FA1FD to acxowcF w�x�; Ml/idF-0ADE 30 i Miel, PI7� a rn2c � COMANY NAME J crrv, acct[ .1 To the best of my bgowledoe and 110111111 me atsm alao-dlecred aetrd:rler door tan cotdorms to the iegaimmeaft of the 78fr1 Flovida Bdildum rade, 6beplor 17 (atraasutrai Tebde cad lMWS::W0fet)- j{ "A of Rerida Professional &Vineer I Kurt Balthazar, P.F, - License Number 56533 _ I■ hrle t6, ::763 ew dKeiA OOplle w ►7bn Msarw waw �edYpea dnia a� raesu 4aintilo :aons��� " - , P - .+r Wcaff Td Oxa nero,o wnr tI. �toatie�o, rbouwr�aa xaortvi^2ij;�111 +Q716 A-0ur. r/�gpf iipae�wGGC86677 miMw ,rprw ea,y, ee f�,vu;e �rOs� twwno-si�a.�,) m tt. ,�wa �.e�nv.;orale. PERMIT neer 841 S/47 d S31VS 03-IlV.SNI -LS9L 69047-OV7-107 90:S1 20-90-SOOZ VWa nf,'77 CAA7inn inn 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 Masomte/Premdor Product Performance Data Manual for the product line and product models indicated below. ITS/ETL Semko certifies that the test reports provided are consis- tent with the Masonite Certificate of Performance sheets (COP's) contained in the product performance data manual specified herein. The attached Masonite/Premdor COP/Test Report Validation Matrices (uniquely numbered by product model) provides correlation information for each product model reviewed indicating the test lab, report number(s), product size and installation information and ratings for design load and applicability of the large missile impact test. All applicable COP's and Matrices must bear the Warnock Hersey verification stamp. - , Product Line: Castlegate Entry Doors Product Models: Wood -Edge Steel Door Units (Matrix #3026447B-001) Metal -Edge Steel Door Units (Matrix #3026447B-002) Fiberglass Door Units (Matrix #3026447B-003) Flush Glazed Door Units (Matrix #3026447B-004) ITS/ETL-Semko has no direct knowledge of the tests conducted and has made no attempt to verb the accuracy or correctness of the data submitted. The review conducted was only to determine that the manufacturer's claims as represented in the COP's are correct representations of the data supplied from the laboratories. ITS/ETL Semko's review was for structural performance results only and did not include review of air infiltration or water penetration test results. ISSUED: 6-14-02 BY:'��r Jim Turgeson, Project Manager Revision Date: March 10, 2003 Supercedes Certificate #302644713 Issued June 14, 2002 1 CD COP# Frame Config, Swing Max. Overall Leaf# Nominal Max. Glazing +DP -DP Impact Ref. Test Reports' Ref. Eval. Report Ass'y Detail (MAD•WL•MA) Intall Detail (MID -WL -MA) (W L-) Type (1/0) Size (Ina.) Leaf Size (Ins.) Type' (pst) (psf) Appr'd CA4101-02 wood X I 36 x 80 1 36 x BO 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 X0/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 14 x 80 G 67.0 67.0 N CA4104.02 wood 0X0 1 108 X8-0 1 36 x 80 0 67.0 67.0 Y NCTL•210.1880 7, 9; 1905 10.12 - 0000/0042;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 55.0 N MA4106-03 wood X 1 36 x 96 1 36 x 96 0 70.0 70.0 Y CTLA-919W 003-005 0002 0001-02 0001.02 MA4107-03 wood XX I 72 -x96 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 D03.005-0002 0006-02:0- 041-02 0003-02 SL 36 x 96 G 49.7 49.7 N MA4109.03 wood 0X0 1 .108 x 96 1 36 x 96 0 49.7 49.7 Y CTLA-919W D03-005-0002 0007-02: 0041-02 0004.02 SL 36 x 96 G 49.7 49.7 N MA4110.03 wood OXXO 1 144 x 96 1,2 36 x 96 0 49.7 49.7 Y CTLA-919W 003-005-0002 0008-02: - 041-02 0005.02 SL 36 x 96 G 49.7 49.7 N CA4111-02 HM X 1 36 x 80 1 36 x 80 0 66.0 66.0 Y NCTL-210.1915.10, 11, 12 - 0010-02 0007-02 CA4116-02 2 -PC X 1 36 X 80 1 36 X 80 0 66.0 66.0 Y NCTL-210.1916.10,11,12 - 0009-02 0006-02 CA4121-02 wood X 0 36 x 80 1 36 x 80 0 76.0 76.0 Y NCTL-210-1861 10.12 - 0011.02 0001.02 CA4122-02 wood XX 0 72 x 80 11 2 36 x 80 0 55.0 55.0 Y NCTL 210-1905 10.12 - 0012.02 0002.02 7A4123-02 wood XO/OX 0 50 x 80 1 36 x 80 0 67,0 67.0 Y NCTL-210-1880 7, 9 - 0013-02 0016/0041.02 0003-02 SL 14 x 80 G 67.0 67.0 N CA4124.02 wood 0X0 0 108 x 80 1 36 x BO 0 67.0 67.0 Y NCTL-210-1905 10.12; 1880 7, 9 - 0007/0042.02 0004-02 SL 14 x 80 G 67.0 67.0 N SL 36 x 80 G 55.0 55.0 N CA4125 02 wood OXXO 0 144 x 80 1, 2 36 x 80 0 55.0 55.0 Y NCTL-210.1905 10.12 - 0015.02; 0018/0041.02 0005-02 SL 1 36 x 80 G 1 55.0 55.0 N 0=opaque; G=glazed °tested in accordance with Metro -Dade Protocols PA201, PA202 and PA203 0� COP# (WL-) Frame Type Config, Swing (1/0) Max. Overall Size (ins.) Leaf# Nominal Max, Leal Size (Ins. MA4126-03 wood X 0 36 x 96 1 36 x 96 MA4127-03 wood XX 0 72 x 96 1, 2 36 x 96 MA4128-03 wood XO/OX 0 72 x 96 1 36 x 96 49.7 Y CTLA-919W G 49.7 SL 1 36 x 96 MA4129-03 wood 0X0 0 108 x 96 1 36 x 96 49.7 66.0 66.0 49.7 66.0 66.0 N Y Y NCTL-210.1915-10,11,12 NCTL-210.1916-10, 11, 12 G SL 36 x 96 MA4130.03 wood OXXO 0 144 x 96 1, 2 36 x 96 G 50.5 50,5 N NCTL-210.189710-12 SL 36 x 96 CA4131-02 CA4136-02 HM 2 -PC X X 0 0 36 X 80 36 X 80 1 1 36 X 80 36 X 80 CA4141.02 wood X 1 36 x 80 1 36 x 80 CA4142-02 wood XX 1 72 x 80 1, 2 36 x 80 CA4143.02 wood XO/OX 1 72 x 80 1 36 x 80 G 50.5 50.5 N NCTL•210.1897 10-12 SL 36 x 80 CA4144-02 wood 0X0 1 108 x 80 1 36 x 80 G 50.5 50.5 N SL 36 x 80 CA4145-02 wood OXXO I 144 x 80 1, 2 36 x 80 N NCTL-210-189710.12 SL 36 x 80 CA4161-02 wood X 0 36 x 80 1 36 x 80 CA4162-02 wood XX 0 72 x 80 1, 2 36 x 80 CA4163.02 wood XO/OX 0 72 x 80 1 36 x 80 SL 36 x 80 CA4164-02 wood 0X0 0 108 x 80 1 36 x 80 SL 36 x 80 CA4165.02 wood OXXO 0 144 x 60 1, 2 36 x 80 SL 36 x 80 O:opaque; G=glazed 'tested in accordance with Metro -Dade Protocols PA201, PA202 and PA203 azing Vpe' +DP (ps0 -DP (poll Impact Appr'd. Rel. Test Reports' 0 70.0 70.0 Y CTLA-919W 0 49.7 49.7 Y CTLA-919W 0 49.7 49.7 Y CTLA-919W G 49.7 49.7 N 0 49.7 49.7 Y CTLA-919W G 49.7 49.7 N 0 49.7 49.7 Y CTLA-919W G 0 0 49.7 66.0 66.0 49.7 66.0 66.0 N Y Y NCTL-210.1915-10,11,12 NCTL-210.1916-10, 11, 12 G 50.5 50.5 N NCTL-210.189710.12 G 50.5 50.5 N NCTL-210.189710-12 G 50.5 50,5 N NCTL-210.189710-12 G 50.5 50.5 N G 50.5 50.5 N NCTL-210-189710.12 G 50.5 50.5 N G 50.5 50.5 N NCTL-210-189710-12 G 50.5 50.5 N G 50.5 50.5 N NCTL-210.189710.12 G 50.5 50.5 N NCTL•210.1897 10-12 G 50.5 50.5 N NCTL-210.189710.12 G 50.5 50.5 N G 50.5 50.5 N NCTL-210-189710.12 G 50.5 50.5 N G 50.5 50.5 N NCTL-210-189710.12 Rel. Eval. Report Ass'y Detail Intall Detail (MAD•WL-MA) (MID -WL -MA) 003-005-0002 0011-02 0001.02 D03-005-0002 0012.02 0002-02 003.005.0002 0013.02; 0003-02 0016-02: 0041.02 7_03005-0002 0014.02; 0004.02 0017.02: 0041.02 D03-005-0002 0015.02; 0005-02 0018-02: 0041-02 0 07 0 - 0019-02 0006-02 - 0001/0041.02 0001.02 - 0002/0041-02 0002-02 - 0003-02; 0006/0041-02 0003-02 - 0004.02; 0007/0041.02 0004.02 - 0005-02; 0008/0041-02 0005-02 - 0011/0041.02 0001.02 - 0012/0041.02 0002.02 - 0013.02; 0016/0041-02 0003-02 - 0014.02; 0017/0041-02 0004.02 - 0025/0041.02 0005-02 COPY (WL-) Frame Type Contig. Swing (1/0) Max. Overall Size (ins.) Leaf# Nominal Max. Leal Size (Ina.) Glazing TYPO' +DP (Pat) DP (Pat) Impact Appr'd Rel. Test Reports' (NCTL•210•) Ass'y Detall (MAD -WL MA) Intall Detall (MID•WL-MA) CA3101-02 CA3102.02 CA3103-02 wood wood wood X XX XO/OX 1 1 1 36 x 60 72 x 80 50 x 80 1 1, 2 1 36 x 80 36 x 80 36 x 80 0 0 0 80.0 55.0 76.0 80.0 55.0 76.0 Y V Y 1864 1, 2 1905 1.2 1880 1.3 0001-02 0002-02 0003-02; 0006/0041.02 0001.02 0002.02 0003.02 SL 14 x 80 G 76.0 76.0 N CA3104.02 wood ON 1 108 x 80 1 30 x 80 0 76.0 76.0 Y 1905 1.3; 1880 1.3 0007/000-0220004.02 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 1905 1.3 0008/0041.02 0005 02 SL 36 X-80 G 55.0 55,0 N CA3106.02 CA3107-02 CA3108.02' wood wood : wood 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 0 0 0 48.3 48.3 48.3 48.3 48.3 48.3 Y Y Y 1980 1.3 1980 1.3 1980 1.3 0001-02 00003-02 0016/0041-02 0001.02 02 000-02 00033 SL 36 x 96 G 48.3 48.3 N CA3109.02: wood 0X0 I 108 x 96 1 36 x 96 0 48.3 48.3 Y 1980 1-3 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 48.3 Y 19801-3 0005-02 0005.02 SL 36 x 80 G 48.3 48.3 N CA3111-02 CA3116.02 CA3121-02 CA3122-02 CA3123-02 HM 2 -PC wood wood wood X X X XX XO/OX 1 1 0 0 0 36 x 80 36 X 80 36 x 80 72 x 80 50 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 0 0 0 80.0 80.0 80.0 55.0 76.0 80.0 80.0 80.0 55.0 76.0 Y Y Y Y Y 1915.1, 2, 3 1916-1, 2, 3 1861 1-3 1905 1.3 1880 1.3 0010-02 0009.02 0011-02 0012.02 0013-02; 0016/0014.02 0007.02 0006.02 0001.02 0002.02 0003-02 SL 14 x 80 G 76.0 76.0 N CA3124-02 wood NO 0 108 x 80 1 36 x 80 0 76.0 76.0 Y 1880 1.3, 1905 1.3 00107/0041-02 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 1905 1-3 0015-02; 0018/0041-02 0005-02 SL 36 x 80 G 55.0 55.0 N CA3126-02 CA3127.02 wood wood X XX 0 0 36 x 96 72 x 96 1 1, 2 1 36 x 96 36 x 96 0 0 48.3 48.3 48.3 48.3 Y Y 1980 1-3 1980 1-3 0011-02 0012-02 0001.02 0002-02 0 -opaque; G=glazed tested in accordance with Metro -Dade Protocols PA201, PA202 and PA203 COP# WL-) Frame Type Config. Swing (I/0) Max. Overall Size (Ina.) Leal# Nominal Max. Leat Size (Ins.) Glazing. Type' +DP (psi) OP (pat) Impact Appr'd Ref, Test Reports' (NCTL•210•) Ass'y Detail (MAD•WL-MA) intali Detail (MID -WL -MA) CA3128.02 wood XO/OX 0 72 x 96 1 36 x 96 0 48.3 48,3 Y 1980 1-3 0013.02; 0016/0041.02 0003.02 SL 36 x 96 G 48.3 48.3 N CA3129.02 wood 0X0 0 108 x 96 1 36 x 96 0 48.3 48.3 Y 1980 1-3 0014.02; 0017/0041.02 0004-02 SL 36 x 96 G 48.3 48.3 N CA3130.02 wood OXXO 0 144 x 96 1,2 36 x 96 0 48.3 48.3 Y 1980 1-3 0015-02; 0018/0041-02 0005-02 SL 36 x 96 G 48.3 48.3 N CA3131-02 HM X 0 36 X 80 1 36 X 80 0 80.0 80.0 Y 1915-1, 2. 3 0020-02 0007-02 CA3136-02 2 -PC X 0 36 X 80 1 36 X 80 0 80.0 80.0 1 Y 1916.1,2,3 0019-02 0006.02 CA3141.02 wood X 1 36 x 80 1 36 x 80 G 50.5 50.5 N 1897 1-3 0001/0041.02 0001.02 CA3142-02 wood XX 1 72 x 80 1, 2 36 x 80 G 50.5 50.5 N 1897 1-3 0002/0041.02 0002.02 CA3143-02 wood XQ/OX 1 72 x 80 1 36 x 80 G 50.5 50.5 N 1897 1-3 0003.02; 0006/0041.02 0003-02 SL 30 x 80 G 50.5 50.5 N CA3144-02 wood 0X0 1 .108 x 80 1 36 x 80 G 50.5 50.5 N 1897 1-3 0004.02; 0007/0041.02 0004.02 . SL 36 x 80 G 50.5 50.5 N CA3145-02 wood OXXO 1 144 x 80 1, 2 36 x 80 G 50.5 50.5 N 1897 1-3 0005.02; 0008/0041-02 0005.02 SL 36 x 80 G 50.5 50.5 N CA3146-02 wood X 1 36 x 96 1 36 x 96 G 43.0 45,0 N 1887 1.3, 7.9 0001/0041.02 0001.02 CA3147.02 wood XX 1 72 x 96 1, 2 36 x 96 G 43.0 45.0 N 1887 1-3, 7-9 0002/0041.02 0002.02 CA3161.02 wood X 0 36 x 80 1 36 x 80 G 50.5 50.5 N 1897 1-3 0011/0041.02 0001.02 CA3162.02 wood XX 0 72 x 80 1, 2 36 x 80 G 50.5 50.5 N 18971.3 0012/0041.02 0002-02 CA3163-02 wood XO/OX 0 72 x 80 1 36 x 80 G 50.5 50.5 N 1897 1.3 0013.02; 0016/0041.02 0003-02 SL 36 x 80 G 50.5 50.5 N CA3164-02 wood OXO 0 108 x 80 1 36 x 80 G 50.5 50.5 N 1897 1.3 0014-02; 0017/0041-02 0004.02 SL 36 x 80 G 50.5 50.5 N CA3165-02 wood OXXO 0 144 x 80 1,2 36 x 80 G 50,5 50.5 N 1897 1.3 0015.02; 0018/0041.02 0005.02 SL 36 x 80 G50.5 50.5 N CA3166-02 wood X 0 36 x 96 1 36 x 96 G 43.0 45.0 N 1887 1.3, 7-9 0011.02 0001-02 CA3167-02 wood XX 0 72 x 96 1,2 36 x 96 G 43.0 45.0 N 1887 1.3.7-9 1 0012/0041.02 0002.02 0=opaque; G=glazed 'tested in accordance with Metro -Dade Protocols PA201, PA202 and PA203 COP# (WL•) Config, swing (1/0) Max. Overall size (ins.) Leaf# Nominal Max. Leaf size (Ins.) Glazing Type' +DPDP (psi) (psi) Impact Appr'd Ref, Test Reports' Ass'y oelall (MAD•WL-MA) Intall Detail (MID -WL -MA) MA0101-02 X 1 36 x 80 1 36 x 80 0 76.0 76.0 Y NCTL 210.1973 1-3; CTLA-1051W 0001-02 000-02 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 00022 02 MA0103-02 XO/OX 1 50 x 80 1 36 x 80 0 55,0 55.0 Y CTLA-772W-2; CTLA-1051 W 0003/0006/0041.02 0003.02 SL 14 x 80 G 55.0 55.0 N MA0104-02 0X0 1 64 x 80 1 36 x 80 0 55.0 55,0 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 I 100 x.80 1, 2 36 x 80 0 55.0 55.0 Y CTLA•772W-2: OTLA•1051W 0005/0008/0041.02 0005.02 SL 14 x 80 G 55.0 55.0 N MA0106-02 X 1 36 x 96 1, 36 x 96 0 70.0 70.0 Y CTLA-772W; CTLA-1051 W 0001.02 0001-02 MA0107.02 XX 1 72 x 96 1, 2 36 x 96 0 55.0 55.0 Y CTLA-772W-1: CTLA-1051 W 0002-02 0002-02 MA0108-02 XO/OX 1 50 x 96 1 36 x 96 0 55.0 55.0 Y CTLA•772W-1; CTLA•1051W 0003/0006/0041-02 0003 02 SL 14 x 96 G 55.0 55.0 N MA0109-02 0X0 1 64 x 96 1 36 x 96 0 55.0 55.0 Y CTLA-772W-1; CTLA-1051W 0004/0007/0041.02 0004.02 SL 14 x 96 G 55.0 55.0 N MA0110-02 OXXO 1 100 x 96 1, 2 36 x 96 0 55.0 55.0 Y CTLA-772W-1; CTLA-1051 W 0005/0014.02 0005-02 SL 14 x 80 G 55.0 55.0 N MA0121-02 X 0 36 x 80 1 36 x 80 0 76.0 76,0 Y NCTL 21 0-1 973 1.3; 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; OTLA•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 OXO 0 64 x 80 1 36 x 80 0 55.0 55.0 Y CTLA-772W-2; CTLA-1051 W 0014/0017/0041-02 0004-02 SL 14 x 80 G 55.0 55.0 N MA0125-02 OXXO 0 100 x 80 1,2 36 x 80 0 55.0 55.0 Y CTLA-772W-2; CTLA-1051 W 0015/0018/0041.02 0005 02 SL 14 x 80 G 55.0 55.0 N MA0126.02 X 0 36 x 96 1 36 x 96 0 70.0 70.0 Y CTLA•772W; CTLA•1051 W 0011.02 0001.02 MA0127.02 XX 0 72 x 96 11 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 1 50 x 96 1 36 x 96 0 55.0 55.0 Y CTLA•772W1; CTLA-1051W 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 YrCTT=LA-772W-1; 2W-1; CTLA-1051W 0014/0017/0041-02 0004-02 $L 14 x 96 G 55.0 55.0 N MAO 30.02 OXXO 0 100 x 96 1, 2 36 x 96 0 55.0 55.0 Y CTLA-1051W 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 �. s 13 r COP# (WL-) Contig, Swing (1/0) Max. Overall Slze (Ins.) Leat# Nominal Max. Leal Size (Ins.) Glazing Type' +OP (PSI) OP (pat) Impact Appr'd Ret. Test Reports' Ass'y Detail (MAD.WL-MA) Intall Detail (MID -WL -MA) MA0141-02 X 1 36 x 80 1 36 x 80 G 52.0 52.0 N CTLA-805W.2 0001/0041.02 0001.02 MA0142-02 XX 1 72 x 80 1, 2 36 x 80 G 52.0 52.0 N CTLA-805W-2 0002/0041.02 0002.02 MA0143-02 XO/OX 1 72 x 80 1 36 x 80 G 52.0 52.0 N CTLA-805W-2 0003/0006/0041.02 0003.02 SL 36 x 80 G 52.0 52.0 N MAD144.02 0X0 1 108 x 80 1 36 x 80 G 52.0 52.0 N CTLA-805W-2 0004/0007/0041.02 0004.02 SL 36 x 80 G 52.0 52.0 N MA0145.02 OXXO 1 144 x 80 1, 2 36 x 80 G 52.0 52.0 N CTLA-805W-2 0005/0008/0041.02 0005.02 SL 36 x 80 G 52.0 52.0 N MA0146-02 X 1 36 x 96 1 36 x 96 G 40.0 40.0 N CTLA-805W 0001/0041.02 0001.02 MA0147-02 XX 1 72 x 96 1, 2 36 x 96 G 40.0 40.0 N CTLA-805W 0002/0041-02 " 0002-02 MA0148.02 XO/OX 1 72 x 96 1 36 x 96 G 40.0 40.0 N CTLA-805W 0003/0006/0041-02 0003-02 SL 36 x 96 G 40.0 40.0 N MA0149-02 0X0 0 108 x 96 1 36 x 96 G 40.0 40.0 N CTLA-805W 0004/0007/0041.02 0004.02 SL 36 x 96 G 40.0 40.0 N MA0150-02 OXXO 1 144 x 96 1, 2 36 x 96 G 40,0 40.0 N CTLA-805W 0005/0007/0041.02 0005.02 SL 36 x 96 G 40.0 40.0 N MA0161.02 X 0 36 x 80 1 36 x 80 G 55.0 55.0 N CTLA-805W-2 0011/0041.02 0001-02 MA0162-02 XX 0 72 x 80 1, 2 36.x 80 G 55.0 55.0 N CTLA-605W-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 1 36 x 80 G 55.0 55.0 N CTLA-805W2 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 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 $L 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 i 47.0 47.0 N MA0170-02 OXXO 0 144 x 96 1, 2 36 x 96 G 47,0 47.0 N CTLA-805W 0015/0018/0041.02 0005-02 Osopaque: G=glazed 'tested in accordance with Metro -Dade Protocol PA202, ASTM E1886 or ASTM E1996 1QF nOK� 4 1 41 A <ty a COP# (WL-) Conflg. Swing (1/0) Max. Overall Size (ins.) Leef# Nominal Max. Leaf Size (Ins.) Glazing Type' +OP (psf) w/Surf. I Bolts -OP Appr'd w/Surf. Bolls Impact Rel. Test Reports' Ass'y Detail (MAD -WL -MA) Intall Detail (MID -WL -MA) MA0241-02 X 1 36 X 80 1 36 X 80 IG 50.5 NA 55,0 NA N CTLA945W 0001.02; 0042-02 0001.02 MA0242-02 XX 1 72 X 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 1 72 X 80 1 36 X 80 IG 50.5 NA 55.0 NA N CTLA945W 0003.02; 0006/0042.02 0003.02 SL 36 X 80 IG 50.5 NA 55.0 NA N MA0244-02 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 0005.07: 0008/0042.02 0005.02 SL 36 X 80 IG 50.5 NA 55.0 NA N MA0246.02 X 1 36 X 96 1 36 X 96 IG 43.0 55.0 45.0 55.0 N CTLA945W-1 0001.02; 0042.02 0001.02 MA0247.02 XX 1 72 X 96 1, 2 36 X 96 IG 43.0 55.0 45.0 55.0 N CTLA945W-1 0002-02. 0042.02 0002.02 MA0248-02 XO/OX 1 72 X 96 1 36 X 96 IG 43.0 55.0 45.0 55.0 N CTLA945W-1 0003.02: 0006/0042.02 0003.02 SL 36 X 96 IG 43.0 55.0 45.0 55.0 N MA0249-02 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 0004-02 SL 36 X 96 IG 43.0 55.0 45.0 55.0 N MA0250.02 OXXO 1 144 X 96 1, 2 36 X 96 IG 43.0 55.0 45.0 55.0 N CTLA945W-1 0005-02; 0008/0042.02 0005.02 SL 36 X 96 IG 43.0 55.0 45.0 55.0 N MA0261.02 X 0 36 X 80 1 36 X 80 IG 55.0 NA 55.0 NA N CTLA945W 0011-02; 0042-02 0001-02 MA0262.02 XX 0 72 X 80 1, 2 36 X 80 IG 55.0 NA 55.0 NA N CTLA945W 0012-02, 0042-02 0002.02 MA0263-02 XO/OX 0 72 X 80 1 36 X 80 IG 55.0 NA 55.0 NA N CTLA945W 0013-02;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 65.0 NA 55.0 NA N CTLA945W 0015.02: 0018/0042-02 0005.02 SL 36 X 80 IG 55.0 NA 55.0 NA N MA 0266-02 X 0 36 X 96 1 36 X 96 IG 47.0 55.0 40.0 55.0 N CTLA-945W-1 0001-02; 0042.02 0001-02 MA0267.02 XX 0 72 X 96 1,2 36 X 96 IG 47.0 55.0 40.0 55.0 N CTLA-945W-1 0002-02: 0042.02 0002.02 MA0268-02 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 47.0 55.0 40.0 55.0 N CTLA-945W-1 0004-02; 0007/0042-02 0004.02 SL 36 X 96 IG 47.0 55.0 40.0 55.0 N MA0270-02 OXXO 0 144 X 96 1, 2 36 X 96 IG 47.0 55.0 40.0 55.0 N CTLA-945W-1 0005.02; 0008/0042-02 005.02 SL 36 X 96 IG 47.0 55.0 40.0 55.0 1 N 0 -opaque; IG -Insulating glass with minimum 1/8" tempered glazing 'tested In accordance with Metro -Dade Protocols PA201, PA202 or PA203 r C V� Y+ r N M M COP# (WL-) Config, Swing (1/0) Max. Overall Size (Ins.) Leaf# Nominal Max. Leaf Size (Ins.) Glazing Type' +DP (psi) w/Surf. Bolts DP Appr'd w/Surf. Bolts Impact Ret, Test Reports' Ass'y Detail (MAD•WL•MA) Intall Detail (MID -WL -MA) MA3241-02 X 1 36 X 80 1 36 X 80 IG 40.0 60.0 40.0 60.0 N CTLA826W 0001.02; 0042.02 0001-02 MA3242.02 XX 1 72 X 80 1, 2 36 X80 IG 40.0 60.0 40.0 60.0 N CTLA826W 0002-02; 0042-02 0002.02 MA3243-02 X0/0X 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 X80 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 SL 36 X80 IG 40.0 60.0 40.0 60.0 N MA3245-02 OXXO 1 144 X 80 1, 2 36 X 80 IG 40.0 60.0 40.0 • 60.0 N CTLA826W 0005-02; 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 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 36X 96 IG 50.0 NA 55.0 NA N OTLA86OW 0003.02; 0006/0042-02 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 MA3250-02 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 IG 46.0 60.0 43.0 60.0 N CTLA-826W 0011-02, 0042.02 0001.02 MA3262.02 XX 0 72 X BO 1, 2 36 X 80 IG 46.0 60.0 43.0 60.0 N CTLA-826W 0012.02; 0042-02 0002-02 MA3263T02 X0/0X 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 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-86OW 0011.02: 0042-02 0001.02 MA3267.02 XX 0 72 X 96 1, 2 36 X 96 IG 50.0 NA 50.5 NA N CTLA-860W 0012-02; 0042.02 0002-02 MA3268.02 XO/OX 0 72 X 96 1 36 X 96 IG 50.0 NA 50.5 NA N CTLA-86OW 0013.02; 0016/0042.02 0003.02 SL 36 X 96 IG 50.0 NA 50.5 NA N MA3269.02 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 50.5 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 IG 50.0 NA 50.5 NA N 0 -opaque; IG -insulating glass with minimum 1/8" tempered glazing 'tested In accordance with Metro -Dade Protocols PA201, PA202 or PA203 x Unit SINGLE DOOR TYP. 1 ! 6' TYP 6'8' UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. E7 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. 'r rIr r 51 Width of door unit plus 1/2 D Height of door unit plus 1/4' 114—mck He. V Test Data Review Certificate /3026447A: /30264478;13026447C and COP/Tesl Report validation Matrix �. 13026447A-001, 002, 003. 004;13026447B-001, 002,003,004: 13026447C-001, 002, 003, 004 provides additional information -available from Ore nSANH website (www.e0semko.com), the Masonite website �® (www.rnasonile.com) or the Masonite technical center. 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 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: t. 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 98 and /10 wood screws or 3/16" Tapcons. Threshold fasteners analyzed for this unit include 68 and 610 wood screws, 3116" Tapcons, or Liquid Nails Builders Choice 490 (or equal structural adhesive). 2- The wood screw single shear design values come from Table 11.3A of ANSI/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 property to transfer loads to the structure. Wardr 10, 2003 O Qr eoutiMirD popan d prodod xnwweme» ndes>W.. d<afpr and podw deGl suEject ro drmge rlAaut noBu- _ � ����t f . � 37� •r =i� ; � r - Y 1� - i t� S ,�'� f.7y���},i4 �-�.' � '` r A 5 {' `d' .?c....� zs� X13 q S .: 3•L.�+s'.: at "�. £i ;q "" ,1. ,.g..'d �F�`��Yf X Unit 6 TYR � ► 4 1 X 0 6 per vertical framing member for 7F -O--, height and smaller 8 per vertical framing member for heights greater than 70is D. 4 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. 0 Width of door unit plus 11L . - D Height of door unit plus 1/49 SINGLE DOOR Wansxh "ei-1r Test Data Review Certificate t3026447A; /30264478; 13026447C and COP/rest Report validation Matra J3026447A-001, OD2, 003, 004; /30264478-001, 002, 003, 004;13026447C-001, 002, D03, 004 provides � additional informw information - available from the ITSAWH website (ww.etisemko.com), the Masonite website ttr — 1111111® (www.masonite.com) or the Masonite technical center. - Latching Hardware: D 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 8D 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 1-1/41 3 Wood bu 1- the rmuno s t 1— h d t sf 1 t the structure _ C by o ,s ac re properly to raner oad s o - r t t t t t t t t C, 6 per vertical framing member 8 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening R ❑ Width of door unit plus 1/E. G Height of door unit plus 1/4 XO 00 oxMID=WL=MA0003 02 - 001M SINGLE DOOR WITH I SIDELITE 1'6' 6- CL T�P TMPTYR 6', TYP. 'r UNIT B,r UNIT 13-15/16' 17118• MAXIMUM ON CENTER TYP. Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: T. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 08 and #10 wood screws or 3/16" Tapcons 2. The wood screw. single stew design values come from Table 113A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3116" Tapcon 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 prop" to transfer loads to the structure, mZ© —n2� SEE NOTE Nt Coun 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 1/2= Height of door unit plus 1/4'? 1► I! !~ Wamodr Herx9r Test Data Review Certificate 13026447A; f3026447B; ►30264470 and GOP/Test Report validation Matra 0_. /3026447A-001, DD2, 003, 004; /302644711-001, 002, 003, 004; /30264470-001, 002, 003, 004 provides additional information -available from the nS/VJH website (www.etlsemko.com), the Masonite websBe �® (www.masonite-mrn) or the Masonite technical center. Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 0249-, 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 68 and 610 wood screws or 3/16" Tapcons. Threshold fasteners analyzed for this unit include 68 and 610 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 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. oxo Unit �' MID WL-MA0004 02g"� ._-_. SINGLE DOOR WITH 2 SIDELITES 6 TYP. W --k "-xY Test Data Review Certificate 03026447A; 73026447B; 130264470 and COPAW Report Validation Matrix -� f3026447A-001, 002, 003, 004; 03026447B-001, 002, 003, 004; J3026447C-0o1, 002, 003, 004 provides additional information - available from the ITS/WH website (www.edsemko.com), Ore Masonite website �® (www.mawnite.com) or the Masonite technical center. MIr 6 per vertical framing member for 7i' heights and smaller De 8 per vertical framing member for heights greater than TD= 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 1/4 Latching Hardware: 0 Compliance requires that GRADE 3 or better (ANSIBHMA 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[, 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 1-1/40 and achievement of minimum embedment of 1-1/40 3. Wood bucks by others, must be anchored property to transfer loads to the structure- b3' CL TYP. TYR TY P. TYP f li ll 1 tl 11 ! it Il 1 {Tr 6'8' 13- ~t ii SEE NOTE 61 11 I tt tt t tt t1 t~ — UNIT 810" UNIT 5/16• 17-1/8' MAXIMUM ON CENTER TYR rRough Opening "i VOW --k Hers" Test Data Review Certificate 13026447!0. 13026447B; . • 6 per vertical framing member Width of door unit plus 1/2" 13026447C and COP/Test Report validation, Matrix 16 per horizontal framing member Height of door unit plus 1/4" �03026447A -ODI, 002, 003, 004; 13026447B-001, 002, P 9 9 ® 003, 004; 13026447C-001, 002, 003. 004 provides additional irdormation- available from the ITS/WH Hinge and strike plates require two webshe (www.ellsemko-corn). the Masonite website 2-1/2" long screws per location- (www.masonile.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. • UNITS COVERED BY COP DOCUMENT 0250', 0270', 3245', 3250, 3265' or 3270 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 18 and 110 wood screws or 3/16" Tapcons. Threshold fasteners analyzed for this unit include 18 and 110 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 embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, pp p ly, each with minimum 1-1/4" embedment. ' 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. -t ,r •, • 6 per vertical framing member for • Width of door unit plus 1/2" heights 77 and smaller Height of door unit plus 1/4" • - 8 per vertical framing member for to k rer-1 Test Data Review Certificate 13026447A; 130264478; heights greater than 70" ►3026447C and COP/rest Report Validation Matrix /3026447A-001, 002, 003, 004; 13026447B-001. 002, 16er horizontal framin member 0--=7111111111. 003, 004; /3026447C-001.002, 003. 004 provides P 9 additional information - available from the ITS/WH website (www.etlsemko.com), the Masonite website Hinge and strike plates require two - - (www.masonite.com) or the Masonite technical center. 2-1/2" long screws per location - 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 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 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 1 Od common nails- Threshold fasteners analyzed for this unit include Liquid Nails Builders Choice 490 (or equal structural adhesive) - 2. The common bal 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 of1-1/4". 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. Unit SINGLE .•• IN 2 -PIECE ADJUSTABLE STEEL FRAME 6.' TYP SPACES S HINGE SIDE —44-- —4i-- STRIKE SIDE IM., 1M TYP. 6 EQ SPACES VWa nock ►keel' Test Data Review Certificate 13026447A; /30264476;13026447C and COP/rest Report validation Matrix 13026447A-001, 002, 003.004; 130264478-001, 002, D03, 004;130264470-001, 002,1103, 004 provides additional information - available from the flS/WH website (www.edsemko.com), the Masonite �® website (www-masonite.com) or the Masonite technical center. - - - Section A — A W 1 Pl— -- © 2 at Stripe Side © 3. 1 Hi.pe Side I al Strike Side I O WN91, limit t • 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 18 wood screws at ®and © and /10 wood screws at © (see section A — A). 2.' The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. 3. Wood bucks by others, must be'anchored properly to transfer loads to the structure. 12, WOOD 'OR STEEL: TYP STUD WITH STRAP ANCHORS Strap Anchor 2 EQ Min. 18 ga. Steel SPACES 6 fasteners per anchor • Width of door unit less 2-1/2" • Height of door unit less 1-1/4" W—Ock H—V Test Data Review Certificate 13026447A; 03026447B; 13026447C and COP/rest Report Validation Matrix 13026447A-001, 002, 003, 004; /30264478-001, 002, 003, 004; /3026447C-001, 002, 003, 004 provides additional information - available from the ITStwH website (www.etlsemko.com), the Masonite website (www.masGnhe.com) or the Masonite 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 18 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 ELCD 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. Unit SINGLE. DOOR IN HOLLOW METAL STEEL FRAME MASONRY -OPENING - WITH EXISTING OPENING ANCHORS -0 ACES • Width of door unit plus 1/2" • Height of door unit plus 1/4" vVamock "les—f Test Data Review Certificate 13026447A; 130264478; 13026447C and COP/rest Report Validation 11hJ11/ Matrix 13026447A-001, 002, 003,004; 1302644MOO1, 002, 003, 004; ►3026447C-001, 002, 003, 004 provides additional information - "able from the ITSANH website (www.etisemho.com), the Masonhe 0= --Me websbe (www.masonhe-com) or the Masonife technical center. LatchingHardware: • Compliance requires that GRADE 3 or better (ANSIBHMA A156-2.) cylindrical and deadlock hardware he installed. .x Unit TY MASONRY OPENING WITH WIRE ANCHORS EQ PACES 'e f Ir r •1 • Width of door unit plus 1/2" • Height of door unit plus 1/4" V*wn0ek Hwwv Test Data Review Certificate I3026417A; 4302644711;13026447C and CO%Test Report. Validation Matrix 43D26447A-001, DD2, 003, 004; 43026447&001.002, 003, 004; 43026447C-001, 002, 003, 004 provides �additional information - available from the ITSMH website (www.etlsemko.com), the MasonOe ® websile (www.masonite.com) or the Masonite technical cenler. f`dll:nnly naruware: • Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed - Notes: 1..Door frame and adjacent hollow block must be mortared solid. Odobar 14.2002 Or cwpmrp pop= pm&,d kapmer nalkes Specifications. desippand fRo , —sped b ehmpe refxaa naeca Ort i i One screw on interior face Rough Opening • one screw on exterior face • Width of door unit less 2-1/2" of each jamb • Height of door unit less 1-1l4" Iffl—k il-9 Test Data Review CerGTicale 13026447A; 13026447B; 13026447C and CDPrrest Report Validation Matrix 13026447A-001, 002, 003, 004;130264478-001.002, OM, 004;130Y16447C-001.002, 003.004 provides additional information - available from the rTSAVH website (www.e0semko.com), the MasorAe �® website (www.masmhe.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. 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 8 PA NDS foi southern pine lumber with a side member thickness of 1-1/4" and achievement 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 Wnnd hur-kt: by ntharc mnct ho nnrhnrad nrnnerly to transfer mads to the stntetore. - - LABEL APPLIED TO HINGE JAMB (IMPACT RATED UNIT): TESTED IN ACCORDTNCE WITH MIAMI-DADE BCCO PA201, PA202 & PA203 COMPANY NAME CITY- STATE LABEL APPLIED TO HINGE JAMB (NON -IMPACT RATED UNIT): TESTED IN ACCORDANCE WITH MIAMI-DADE EICCO PA202 COMPANY NAME CITY, STATE N N 01 co M � � nc, r` m 7'bfs cont irros that tntertek has rfWeWd structurnt toad test data acrd docurneoMtion for the product hetfrlisted P"Pr"ate below and performed the vatidatfon checklist fn accordance wn �oFitrocfdae �p�d� tr m� t reyfeymd sutha s tk test copiTest Report Yajldatkm Matrtk provides corretatton tnfat f or job report numbers, perf Ormonce votues, and htstrrt(atton MIDMOt", Florida Statewide Approval: #FL19 tAwUfticturer: l mnit Stnsel natDooIOD I Product LII: Mgtad ,j "Cntertek Validation Matrix: #3026447A-002 #3026447s.002 #3026447C-002. 1gi1Cd: iam�T'ifle: Pr"a4ger ' fntertefi Is an apytoYed 3'r Pmty yotfdatlwr Fntftyby the State of fiiar'la4 (OVAL 16f6) i Florida Building Code Online .. F i P 1 of 2 age . �• =NOW .;; �r ., it 1 Overview-::, . Produ u�',ate-"�A'M.1'.i�s'�sL.n'..-k User: Public; Oser Searel► + Organ¢abon.- Product - e Search Application Ss{'+.Vera,�..'ice'-:•.?wFcC�=�.�..F.if..�-.4 � ._-:�._. .::. .L..4._:v%'J -'.2 -. 'fR�"�..... -..: - Not Associated with Organization - %a <- ��:�4� Need Help ? Application #' FL19 Date Submitted: 08/042003 Product Mantif icturen Masonite International Address/Phone email: One North Dale Mabry ' Suite 950 ,,�■ i Tampa, FL 33609 - I Technical Rep ntative: Steve Schreiber Technical Rep sentative Address/Phone/email: 1 Premdor Drive Dickson, TN 37055 i (615)441-4258 sschreiber@masonite.com Category: ; Exterior Doors - Subcategory:: i Swinging Evaluation Met od: ( Certification Mark or Listing Referenced S1.4dards from the Florida Building Code: Section Standard . Year TAS201 1994 ( TAS202 1994 1 ; TAS203 1994 Certification Aa ency: Intertek Testing Services - } ; ETL/Warnock Hersey Quality Assurance ,i ; Entity: Validation Emit ' Authorized Sioature: Sieve Schreiber C I sschreiber@masonite.com Florida Building Code Online I Page 2 of 2 ppb Product # Model # or Name Model Description Limits of Use 19.1 Metal - e Steel Door Units None Known Next ' CoM ht and Disclaimer; CQM The State of Fbrida_ AH rights reserved. w