Loading...
HomeMy WebLinkAbout3305 S Park AveCITY OF SANFORD PERMIT APPLICATION _ Permit # : �,/� h a ��`--�- Date: .330,5 . i&�/ �� ECEIVED Job Address: ., Description of Work: r REMOVE & RI Historic District: Zoning: of Work: Permit Type: Building XX Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential X Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) ✓ f Phone: Contractor Na & Address: REBECA BERNARD/LOWE' S COMPANIES, 8529 S. PARK CIRCLE, SUITE 430, ORLANDO, FL 32819 Br-LiCanse Notober: CR C057468 Phone &Fax407-467-2643 407-327-0910 CuntactPerson`: MINDY HOLMES Phone:407 468-1011 Bonding Company: NA Address: Mortgage Lender: NA Address: Architect/Engineer: Address: NA Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must he secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY_ IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of theirements f Florida Lien Law, FXI*j�. Signature of Owner/Agent Date Si re of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or _Produced ID Pn t ContractorlAgent's Name _C� _S_/0 I Sngnature ofNotary-State of Florida Date DEBBIE BLANTON Col o g toe_�tty�e r D EXPRSG�FebFuafy25, 007 I•BW3•NDTARY FL Notary Discount Assoc. Co. V APPLICATION APPROVED BY: 1 Zoning: Utilities: FD: (initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) .Special Conditions: 7 8529 South Park Cr. Suite 430 Orlando, Florida 32819 Bus. 407/370-2872 Fax. 407/352-6309 Limited Power of Attorney Date: U To: Building Department From: Rebeca Alicia Banuelos-Bernard I hereby name and appoint Nan Holmes, Mindy Holmes & Jackie be my lawful attorney in fact to act for me and apply to permit for work to be perfor ed at cation des be . I_ , , (Address of Job) (Owner of Property) And to sign my name and do all things necessary to this appointment. Thank you for your assistance. a permit service for Lowe's Home Centers, Inc. to 4ZZ,ora/i�� Sincerely, Rebeca Alicia Ban - ernard Regional Installed Sales Manager Primary State Qualifier CRC 057468 Sworn to and subscribed before me t is u day of005. No.publicv d .�,�:.. RPbeccaVelez My commission expires eq' Y�� i MYCO!':4N.lS910N# DD176963 El..IR: �o lmuary 12; 2007 9jFoditioQ�`� 80NDEDTHRUTR0vGAIh1'h19i1a6tic Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 DAvio JOHNSON, CTA, ASA PROPERTY M 0 APPRAISER a M SEMINOLE COUNTY FL. > Z 1 101 E. FIRST sT m 0 SAHFORO, FL 3277i-1468 _ 407-865-7506 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market 12-20-30-502-0000- Number of Buildings: 1 Parcel Id: 0420 Tax District: S1-SANFORD Depreciated Bldg Value: $89,005 Owner: CHARIKER ARCHIE Exemptions: 00- Depreciated EXFT Value: $0 SUE HOMESTEAD Land Value (Market): $17,063 Address: 3305 S PARK AVE Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32773 Just/Market Value: $106,068 Property Address: 3305 PARK AVE S SANFORD 32773 Assessed Value (SOH): $61,195 Subdivision Name: SOUTH PINECREST 3RD ADD Exempt Value: $61,195 Dor: 01 -SINGLE FAMILY Taxable Value: $0 Tax Estimator 2004 VALUE SUMMARY Tax Value(without SOH): $0 SALES 2004 Tax Bill Amount: $0 Deed Date Book Page Amount Vac/Imp Save Our Homes (SOH) Savings: $0 Find Comparable Sales within this Subdivision 2004 Taxable Value: $0 DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND Land Assess Land Unit Land LEGAL DESCRIPTION PLAT Method Frontage Depth Units Price Value LEG LOT 42 SOUTH PINECREST 3RD ADD FRONT FOOT & 75 120 .000 250.00 $17,063 PB 11 PG 63 DEPTH BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1958 6 1,475 2,567 1,475 CONC BLOCK $89,005 $121,924 Appendage l Sgft UTILITY UNFINISHED / 117 Appendage / Sgft CARPORT FINISHED / 260 Appendage / Sgft OPEN PORCH FINISHED / 234 Appendage / Sgft OPEN PORCH FINISHED / 16 Appendage 1 Sgft SCREEN PORCH FINISHED / 465 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 Jusf/Market value. h4://www. scpafl.org/pls/web/re_web. seminole_county_title?PARCEL=12203050200000... 4/24/2005 TnTINSTALLED SALES ^P 6/7 I CONTRACT a 1377 87 0 This is a comsat between Lowe's (as delined In the Tonna and Condltiona) ('Lawe's-). and the above-named Customer for tho installetion.ot goads at the Customeu's msidaNlal premises (the Tremises' , at than Migwing Installation address: _ [mss. s , �� / �'.�A-�v�°. •a sr—t-- Lowes to arrange normal installation of gte following door(s): Exterior_ Interior P�rehung Unittt-Slab — Fa, warrenty w be valid - Item Number RH ❑ t-li1a customer must finish from and all six (6) sides of door III— f Door(s) Size ❑ 36 x 80 ❑ 32x60 ❑ Other Size immediatsfy (wlthln S days) Item Number. - RH ❑ LH [� after installation. #� Door(s) Size ❑ 36 x 80 ❑ 32x80 ❑ Other Size __ _ Customer initials Delivery of Door . Yeo( No ❑ (cheek one) Haul away of any debris related to installation: 4< No U (check one) Basic installation includes the following: .I Normal Installation 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 Uretallation does not include the following: Reframing or alterations to existing structure or carpentry worN 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. Addlliort.Tl Spsdlkations: The Environmental ProtectiOn Agtmcy (EPA) has requested that Marls 1, 16 Lowe's notify Installation-custonwrs that a lead based paint hm fd may exist In dwellings built _ 'Tax ZR prior to 1978. See pamphlet EPA 747-Kd19.881. for details- labor 337, 001 0_ 'Tax Total �• au , wbere appa, h'e Leber d b eOM -- cheek Beal fax raetdegoed• 4/1 NOTICE TO'CUSTOMER O -I Y 7 T ;F 17-0'= i All items fisted in this contract and specRICation sheat(s) are to be Installed under conditions agreed upon at time of purchase and at the price appearing on this contract firm. This acsun es sound existing substructures. superstructure and points of allacftmerds. Exna labor or material incident to installation necessitated by defective substructures, supershucture, points of attachment, or the moving of fixtures or applances to be Wed at extra cost m customer. DO NOTSION." CONTRACT UNTIL COMPLETE AND 1100 HAVEREAD 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 CONDITIONSSeT FORTH ON THE REVERSE SIDE OF THIS CONTRACT. YOU ARE ENTITLED TO A COPY OF THIS CONTRACT A TIME OF SIG -,200 WITNES30U "AND(S) AND SE (S) BELOW THIS 6 DAV OF _- i I NE (Sea) owner — (seal) _ (seal) Spouse - -- — _- ^-- _ -- - gm -r - - - . ..•._ 92062 b1' LMNe'e.k Lowe's and the gabNdortlyri aro rrcp'sferedUaderimerG9 0l LF CerpoYaUoh, i 90900 (Rev. 7/02) i FILE COPY V.. cuSS/SPV/(.% � S Eo. 7 T7 P�� 31?7 3 : = G�ANF-� (PD 3: i. r IGWE$gOt�ACTO_ft ilii iaui' i''✓ .;1,.---�rF_,. :- V __ Gc'm n IRM =`U"'- cmw. This is a comsat between Lowe's (as delined In the Tonna and Condltiona) ('Lawe's-). and the above-named Customer for tho installetion.ot goads at the Customeu's msidaNlal premises (the Tremises' , at than Migwing Installation address: _ [mss. s , �� / �'.�A-�v�°. •a sr—t-- Lowes to arrange normal installation of gte following door(s): Exterior_ Interior P�rehung Unittt-Slab — Fa, warrenty w be valid - Item Number RH ❑ t-li1a customer must finish from and all six (6) sides of door III— f Door(s) Size ❑ 36 x 80 ❑ 32x60 ❑ Other Size immediatsfy (wlthln S days) Item Number. - RH ❑ LH [� after installation. #� Door(s) Size ❑ 36 x 80 ❑ 32x80 ❑ Other Size __ _ Customer initials Delivery of Door . Yeo( No ❑ (cheek one) Haul away of any debris related to installation: 4< No U (check one) Basic installation includes the following: .I Normal Installation 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 Uretallation does not include the following: Reframing or alterations to existing structure or carpentry worN 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. Addlliort.Tl Spsdlkations: The Environmental ProtectiOn Agtmcy (EPA) has requested that Marls 1, 16 Lowe's notify Installation-custonwrs that a lead based paint hm fd may exist In dwellings built _ 'Tax ZR prior to 1978. See pamphlet EPA 747-Kd19.881. for details- labor 337, 001 0_ 'Tax Total �• au , wbere appa, h'e Leber d b eOM -- cheek Beal fax raetdegoed• 4/1 NOTICE TO'CUSTOMER O -I Y 7 T ;F 17-0'= i All items fisted in this contract and specRICation sheat(s) are to be Installed under conditions agreed upon at time of purchase and at the price appearing on this contract firm. This acsun es sound existing substructures. superstructure and points of allacftmerds. Exna labor or material incident to installation necessitated by defective substructures, supershucture, points of attachment, or the moving of fixtures or applances to be Wed at extra cost m customer. DO NOTSION." CONTRACT UNTIL COMPLETE AND 1100 HAVEREAD 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 CONDITIONSSeT FORTH ON THE REVERSE SIDE OF THIS CONTRACT. YOU ARE ENTITLED TO A COPY OF THIS CONTRACT A TIME OF SIG -,200 WITNES30U "AND(S) AND SE (S) BELOW THIS 6 DAV OF _- i I NE (Sea) owner — (seal) _ (seal) Spouse - -- — _- ^-- _ -- - gm -r - - - . ..•._ 92062 b1' LMNe'e.k Lowe's and the gabNdortlyri aro rrcp'sferedUaderimerG9 0l LF CerpoYaUoh, i 90900 (Rev. 7/02) i FILE COPY f 407-430-4069 1657 -INSTALLED SALES P 3/7 Q Glazed Inswing Unit WOOD-EDGESTEEL DOORS A"ROVED ARRANGEMENT' US cae WMsa CcIllift IRAW74 ftmts c !am t, UnMs of other sizes am covered by US report as long as the panel used does not exceed 8'0° x 67. Single Door br m.aCO.Fc°err Deslgn Ptre +50.5/-50.5 uffimuft „= metra im MH OMP n OW. Large OwN Impact Raefst ua Hurricane protective system (shutters) is REQUIRED. hod desl1 @oiowA apo bwo rt b=& by a esuableft eat IN lCogrIPM10comb by AM TSI, osb r blml t�Aabtl t00ss speeMb . MINIMUM ASSERIBLY DETAIL: compliance tegnlrss that minunum anemby details have been followed —sea MAD-WL-KWI-02 and MAD-WL40041-M MINIMIAN INSTALLATION DETAIL: Compliance MgUhea that minimum instamwn deWs have been fDllowed — see MID-WL-MA0001-02. APPROVED DOOR STYLES: 114 GLASS: as,t ouo no as a® as as ecos.In use I ewe I ergs Elm I 1 11 N •nr. pee b nre� ease m cored ie as baset«oa� ager b9�k S'� wn wroo; fes+ sve•t ems. � *� mdl a .awe a ems w.� ameboma. � ea � 4e9 ei0kmMMM�IOVm 407-430-4069 X Glazed Inswing Unit 1657 -INSTALLED SALES P 4/7 •`;�NCOP�JL f`�1A�°111 0 APPROVED DOOR SME8: 8/4 suss: FULL ours: D® 00 Q® �pt>1.+. NOs la 4 8Ma CERTIFIED TE.S7 REPOR78: NCTL 210-293D-7 Cgriti lg Engineer and Licansa Numt er. Sony Ferrara, P.E. / 11865. Unn Tated In Accordance with Miami -Dade 11x0 PA202. t ti ®r�' s Door panels constneW from M -MP uir thick steel skins. 00111 $11193 ConstnrCt9d trom Wood. Top end raps constructed eftr wood or steel. Bottom end rals constructed from either wood or steel. Interior cavity of slab Mod with rigid polyurethane foam core. Slab 911nd with inIMM glass mounted in a rigid pla ft Bp lb sunwd. Frame constructed of wood with an exWded ahnrdnum ttuashold. PRODUCT COMPLIANCE LAI IEUNO: TESTED IN ACCORDANCE WITH MIAIAI-DAVE 8000 PA202 COWANYNMA CM FrAli To the beet of my bowledoe and Minty the above aids-Nhged ealedor doer torn =fir s to the raquiremealfe of the 2W Florida ldiidiatg Cob, CW*ixF 17 (Stnftnel Testa and hrapocdons). IK--� / Aar state of RomL Prolessional Engineer Kurt 0altllazor, P.E. — license Number 56533 4"wior+ro.aw00L ME"A HMM e r 7m Do Awbv Cel 080%?A, 130"M /ffi}3 M td CRam R��aYdN�! lfla46t/AIZ6 M001, 2005-04-22 12:57 e r� 407-430-4069 trY.. 1657 -INSTALLED SALES P2 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 El 886. 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 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 Jim Turgeson, Project Manager Revision Date: March 10, 2003 Supercedes Certificate #302644713 Issued June 14, 2002 CD 0 COP# (WL.) Frame Type Config. Swing (1/0) Maz. Overall Size (ins.) Leet# Nominal Max. Leaf Size (ins.) Glazing Type' +DP (pst) •DP (psi) Impact Appr'd Rel, Test Reports' Rel. Eval. Report Ass'y Detail (MAD•WL•MA) Intall Detail (MID -WL -MA) CA4101.02 wood X 1 36 x80 i 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 X0/0X 1 50 x 80 1 3.6 x 80 0 67,0 67.0Y NCTL-210-1880 7, 9 - 0003.02: 0006/0041.02 0003.02 SL 14 x 80 G 67.0 67.0 N CA4104.02 wood 0X0 1 108 x 80 1 36 x 80 0 67.0 67.0 Y NCTL-210.1880 7, 9; 1905 10-12 - 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 x80 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 7A4106.03 wood X 1 36 x 96 1 36 x 96 0 70.0 70.0 Y CTLA-919W 003-005-0002 0001-02 0001.02 MA4107-03 wood XX 1 72 x 96 1, 2 36 x 96 0 49.7 49.7 Y CTLA-919W 003-005-0002 0002-02 0002-02 MA4108.03 wood XO/OX 1 72 x 96 1 36 x 96 0 49.7 49,7 Y CTLA-919W D03-005-0002 0003-02; 0006-02:0041.02 0003-02 SL 36 x 96 G 49.7 49,7 N MA4109.03 wood 0X0 I 108 x 96 1 36 x 96 0 49.7 49.7 Y CTLA-919W D03-005-0002 0004.02: 0007-02: 0041-02 0004-02 SL 36 x 96 G 49.7 49.7 N MA4110.03 wood OXXO 1 144 x 96 1,2 36 x 96 0 49.7 49.7 Y CTLA-919W 003.005.0002 0005.02: 0008.02; 0041.02 0005 02 SL 36 x 96 G 49.7 49.7 N CA4111-02 HM X 1 35 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 x80 0 76.0 76.0 Y NCTL-210.1861 10.12 - 0011-02 0001-02 7A4122-02 wood XX 0 72 x 80 1, 2 36 x 80 0 55.0 55.0 V 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 x80 1 36 x80 0 67.0 67,0 Y NCTL-210-1905 10-12;18807, 9 - 0014-02: 0017/0041-02 0004.02 SL 14 x 80 G 67.0 67.0 N SL 36 x 80 G 55,0 55.0 N CA4125-02 wood OXXO 0 144 x 80 1,2 36 x 80 0 55.0 55.0 Y NCTL-210-190510.12 - 0015.02; 0018/0041.02 0005.02 SL 36 x 80 G 55.0 55.0 N 0 -opaque; G=glazed tested In accordance with Metro -Dade Protocols PA201, PA202 and PA203 a •n 0 W W4 M rM I°'' V O M En COP# (WL-) Frame Type Config. Swing (1/0) Max. Overall Size (Ins.) Leaf# Nominal Max. Leaf Size (ins.) Glazing Type' +DP (pit) -OP lost) Impact Appr'd I Ref. Test Reports' Ret. Evai. Report Ass'y Detail (MAD -WL -MA) Intall Detail (MID -WL -MA) MA4126-03 wood X 0 1 36 06 1 36 x 96 0 70.0 70.0 Y CTLA-919W D03.005-0002 0011.02 0001-02 MA4127.03 wood XX 0 72 x 96 1, 2 36 x 96 0 49.7 49.7 Y OTLA-919W D03-005.0002 0012-02 0002-02 MA4128.03 wood XO/OX 0 72 x 96 1 36 x 96 0 49.7 49.7 Y CTLA-919W D03.005.0002 0013.02; 0016-02: 0041.02 0003.02 SL 36 x 96 G 49.7 49.7 N MA4129-03 wood 0X0 0 108 x 96 1 36 x 96 0 497 49.7 Y OTLA•919W D03.005.0002 0014.02; 0017.02: 0041.02 0004.02 SL 36 x 96 G 49.7 49.7 N MA4130-03 wood OXXO 0 144 x 96 1, 2 36 x 96 0 49.7 49.7 Y CTLA•919W D03.005.0002 0015-02; 0018.02; 0041-02 0005-02 SL 36 x 96 G 49.7 49.7 N CA4131.02 HM X 0 36 X80 1 36 X 86 0 66.0 66.0 Y NCTL-210-1915-10, 11, 12 - 0020-02 0007.02 CA4136.02 2 -PC X 0 36 X 80 1 36 X 80 0 66.0 66.0 Y NCTL-210-1916.10;11,12 - 0019-02 0006-02 CA4141.02 wood X 1 36 x 80 1 36 x 80 G 50.5 50.5 N NCTL-210-1897 10-12 - 0001/0041-02 0001-02 CA4142-02 wood XX 1 72 z 80 1, 2 36 x 80 G 50.5 50:5 N I NCTL-210-1897 10-12 - 0002/0041-02 0002.02 CA4143-02 wood XO/OX 1 72 x 80 1 36 x 80 G 50.5 50,5 N NCTL-210.1897 10.12 - 0003-02; 0006/0041.02 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•210-1897 10-12 - 0004-02; 0004-02 SL 36 x 80 G 50.5 50,5 N CA4145-02 wood OXXO 1 144 x 80 1,2 36 x80 G 50,5 50.5 N NCTL-210.1897 10-12 - =000080100501�'02 0005.02 SL 36 x 80 G 50.5 50.5 N CA4161.02 wood X 0 36 x 80 1 36 x80 G 50.5 50.5 N NCTL-210-189710-12 - 0001.02 CA4162-02 wood XX 0 72 x 80 1, 2 36 x 80 G 50,5 50.5 N NCTL-210.1897 10-12 - 0012/0041.02 0003.02 CA4163.02 wood XO/OX 0 72 x 80 1 36 x80 G 50.5 50.5 N NCTL-210.1897 10.12 - 0013-02; 0016/0041-02 0003.02 SL 36 x 80 G 50.5 50.5 N CA4164.02 wood 0X0 0 108 x 80 1 36 x 80 G 50.5 50.5 N NCTL-210.1897 10.12 - 0014-02; 0017/0041.02 0004-02 SL 36 x 80 G 50.5 50.5 N CA4165.02 wood OXXO 1 0 144 x 80 1,2 36 x 80 G 50.5 50.5 N NCTL-210-1897 10.12 - 0025/0041.02 0005-02 SL 36 x 80 G 50.5 50.5 N 0 -opaque; G=glazed 'tested In accordance with Metro -Dade Protocols PA201, PA202 and PA203 r% VJ Mq fq rq r COPY (WL-) Frame Type Config, Swing (1/0) Max. Overall Size (Ins.) Leatlf Nominal Max. Leal Size (ins.) Glazing Type' +DP (pat) DP (psi) Impact Appr'd Rel. Test Reports' (NCTL•210-) Ass'y Detail (MAD -WL -MA) Intall Detail (MID -WL -MA) CA3101-02 CA3102.02 CA3103-02 wood wood wood X XX X0/OX 1 1 1 36 x 80 72 x 80 50 x 80 1 1, 2 1 36 x 36 x 36 x 80 80 80 0 0 0 80.0 55.0 76.0 80.0 55.0 76.0 Y Y Y 1864 1, 2 1905 1.2 1880 1.3 0001.02 0002.02 00060003-02-02 0001.02 0002.02 0003.02 SL 14 x 80 G 76.0 76.0 N CA3104.02 wood 0X0 1 108 x 80 1 30 x 80 0 76.0 76.0 Y 1905 1-3; 1880 1.3 0000 004? -02 0004.02 SL 14 x 80 G 76.0 76.0 N SL 36 x 80 G 55.0 55.0 N CA3105-02 wood OXXO 1 144 x 80 1,2 36 x 80 0 55.0 55.0 Y 1905 1.3 000005-02: 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 36 x 36 x 96 96 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 0002.02 0003-02 0016/0041-02 0001.02 0002-02 0003-02 SL 36 x 96 G 48.3 48.3 N CA3109.02 wood 0X0 1 108 x 96 1 36 x 96 0 48.3 48.3 Y 1980 1.3 0007/0041-02 0004.02 SL 36 x 96 G 48.3 48.3 N CA3110-02 wood OXXO 1 144x 96 1, 2 36 x 96 0 48.3 48.3 Y 1980 1.3 0005.02 0005-02 $L 36 x 80 G 48.3 48.3 N CA3111.02 HM X 1 36 x 80 1 36 x 80 0 80.0 80.0 Y 1915.1, 2, 3 0010-02 0007.02 CA3116.02 CA3121.02 2 -PC wood X X 1 0 36 X 80 1 36 x 80 1 1 1 1 36 X 36 x 80 80 0 0 80.0 80.0 80.0 80.0 Y Y 1916.1, 2. 3 1861 1.3 0009.02 0011-02 0006-02 0001.02 CA3122.02 CA3123.02 wood wood XX XO/OX 0 0 72 x 80 50 x80 1, 2 1 1 36 x 36 x80 80 0 0 55.0 76.0 55.0 76.0 Y Y 1905 1.3 1880 1.3 0012.02 0006/0004.02 0002.02 0003.02 SL 14 x 80 G 76.0 76.0 N CA3124.02 wood 0X0 0 108 x 80 1 36 x 80 0 76.0 76,0 Y 1880 1-3; 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 1 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 0008/0041.02 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 36 x 36 x 96 96 0 0 48.3 48.3 48.3 48.3 Y Y 1980 1-3 1980 1.3 001.02 00122=02 000-02 00022 02 O.opaque; G=glazed 'tested In accordance with Metro -Dade Protocols PA201, PA202 and PA203 n COP# (WL-) Frame Type Con11g. Swing (1/0) Max. Overall Size (Ins.) Lea1N Nominal Max. Leaf Size (Ins.) Glazing. Type' +DP (ps1) -DP lost) Impact Appr'd Ret, Test Reports' (NCTL-210-) Ass'y Detail (MAD -WL -MA) Inlall 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; 0016/0041-02 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 60.0 80.0 Y 1915-1, 2. 3 0020.02 0007-02 CA3136-02 2 -PC I X 0 36 X 80 1 36 X 80 0 1 80.0 80.0 1 Y 1916-1, 2. 3 0019.02 0006-02 CA3141-02 wood X I 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 XO/OX 1 72 x 80 1 36 x 80 G 50.5 50.5 N 1897 1-3 0003.02; 0006/0041.02 0003-02 SL 30 x 80 G 50.5 50.5 N CA3144-02 wood 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 1897 1-3 0012/0041.02 0002-02 CA3163-02 wood XO/OX 0 72 x 60 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 0X0 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 G 50.5 50.5 N CA3166-02 wood X 0 36 x 96 1 36 x 96 G 43.0 45.0 N 1887 1.3, 7.9 0011-02 0001.02 CA3167-02 wood XX 0 72 x 96 1, 2 36 x 96 G 43.0 45,0 N 1887 1.3, 7-9 0012/0041.02 0002.02 0 -opaque; G=glazed 'tested In accordance with Metro -Dade Protocols PA201, PA202 and PA203 COP# (WL•) Confip. Swing (1/0) Max. Overall Size (Ins.) Leaf# Nominal Max. Leal Size (Ins.) Glazing Type' +DP (pat) -OP (psi) Impact Appr'd Rel. Test Reports' Ass'y Detail (MAO-WL•MA) Intail 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 0001.02 MA0102-02 XX 1 72 x 80 1, 2 36 x 80 0 55.0 55.0 Y CTLA-772W-2: CTLA-1051W 0002.02 0002-02 MA0103-02 XO/OX 1 50 x 80 1 36 x 80 0 55.0 55.0 Y CTLA-772W-2; CTLA-1051 W 0003/0006/0041-02 0003-02 . SL 14 x 80 G 55.0 55.0 N MA0104.02 OXO 1 64 x 80 1 36 x 80 0 55.0 55.0 Y CTLA•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: CTLA-1051 W 0005/0008/0041-02 0005.02 SL 14 x 80 G 55.0 55.0 N MA0106-02 X 1 36 x 96 1 36 x 96 0 70.0 70.0 Y CTLA-772W CTLA-1051 W 0001.02 0001.02 . MA0107.02 XX 1 72 x 96 1, 2 36 x 96 0 55.0 55.0 Y CTLA-772W-1: CTLA-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•772W1; 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-1051 W 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-1051W 0005/0014.02 0005-02 SL 14 x 80 G 55.0 55.0 N MA0121-02 X 0 36 x 80 1 36 x 80 0 76.0 76.0 Y NCTL 210-1973 1-3; CTLA-1051W 0011.02 0001-02 MA0122.02 XX 0 72 x 80 1, 2 36 x 60 0 55.0 . 55.0 Y CTLA-772W2: CTLA-1051 W 0012.02 0002-02 MA0123-02 XO/OX 0 50 x 80 1 36 x 80 0 55.0 55.0 Y CTLA-772W2: CTLA-1051W 0013/0016/0014-02 0003-02 SL 14 x 80 G 55.0 55.0 N MA0124-02 0X0 0 64 x 80 1 36 x 80 0 55.0 55.0 Y CTLA-772W-2; CTLA-1051W 0014/0017/0041-02 0004-02 SL 14 x 80 G 55.0 55.0 N MA0125-02 OXXO 0 100 x 80 1, 2 36 x 80 0 55,0 55.0 Y CTLA-772W-2; CTLA-1051W 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 11 2 36 x 96 0 55.0 55.0 Y CTLA-MW-1; CTLA-1051W 0012-02 0002.02 MA0128-02 XO/OX 0 50 x 96 1 36 x 96 0 55.0 55.0 Y CTLA•772W1: CTLA-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 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-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 H 'rar .gg� 5 LC P F3 Y Ino. , S 3 t Y COP# (WL-) Config, Swing (1/0) Max. Overall Size (ins.) Leaf# Nominal Max. Leaf Size (Ins.) Glazing Type' +DP (psi) -OP (psi) Impact App r'd Ref. 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-805W2 0003/0006/0041.02 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-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-805W-2 0012/0041-02 0002.02 MA0163-02 XO/OX 0 72 x 80 1 36 x 80 G 55.0 55.0 N CTLA-805W-2 0013/0016/0041-02 0003-02 SL 36 x 80 G 55.0 55.0 N MA0164.02 OXO 0 108 x 80 1 36 x 80 G 55.0 55.0 N CTLA-805W-2 0014/0017/0041-02 0004-02 SL 36 x 80 G 55.0 55.0 N MA0165-02 OXXO j 0 144 x 80 1, 2 36 x 80 G 55.0 55.0 N CTLA-805W-2 0015/0018/0041.02 0005-02 SL 36 x 80 G 55.0 55.0 N MA0166-02 X 0 36 x 96 1 36 x 96 G 47.0 47.0 N CTLA-805W 0011/0041.02 0001-02 MA0167-02 XX 0 72 x 96 1, 2 36 x 96 G 47.0 47.0 N CTLA-805W 0012/0041.02 0002-02 MA0168-02 XO/OX 0 72 x 96 1 36 x 96 G 47.0 .47.0 N CTLA-805W 0013/0016/0041.02 0003-02 SL 36 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 96 1, 2 36 x 96 G 47.0 47,0 N CTLA-805W 0015/0018/0041-02 0005-02 0 -opaque; G=glazed 'tested in accordance with Metro -Dade Protocol PA202, ASTM E1886 or ASTM E1996 L_.... -. r- dy CID- Qn_a aL ® ' : L_.... -. COPY (WL-) Contig, Swing (1/0) Max. Overall Size (ins.) Leath Nominal Max. Leaf Size (Ins.) Glazing Type' +OP (pst) w/Surf. Bolts DP Appr'd w/Surf. Bolts Impact Ref. Test Reports' Ass'y Detail (MAD -WL -MA) Intalt Detail iMID•WL•MA) MA0241-02 MA0242.02 MA0243.02 X XX XO/OX 1 1 1 36 X 80 72 X 80 72 X 80 1 1, 2 1 36 X 36 X 36 X 80 80 80 IG IG IG 50.5 50.5 50.5 NA NA NA 55.0 55.0 55.0 NA NA NA N N N CTLA945W CTLA945W CTLA945W 0001.02; 0042-02 0002-02; 0042-02 0003.02: 0006/0042.02 0001.02 0002.02 0003-02 SL 36 X 80 IG 50.5 NA 55.0 NA N MA0244.02 0X0 I 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 I 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 MA0247-02 MA0248-02 X XX X0/OX I 1 1 36 X 96 72 X 96 72 X 96 1 1, 2 1 36 X 36 X 36 X 96 96 96 IG IG IG 43,0 43.0 43.0 55.0 55.0 55.0 45.0 45.0 45.0 55.0 55.0 55.0 N N N CTLA945W-10001-02; CTLA945W-1 CTLA945W-1 0042.02 0002 02, 0042-02 0003.02; 0006/0042.02 000-02 00022 02 0003.02 SL 36 X 96 IG 43.0 55.0 45.0 55.0 N MA0249-02 0X0 I 108 X 96 1 36 X 96 IG 43.0 55.0 45.0 55.0 N CTLA945W1 0004 02; 0007/0042-02 OD04-02 SL 36 X 96 IG 43.0 55.0 45.0 55.0 N MA0250-02 OXXO i 144 X 96 1, 2 36 X 96 IG 43.0 55,0 45.0 55.0 N CTLA945W-10005 02; 0008/0042 02 0005 02 SL 36 X 96 IG 43.0 55.0 45.0 55.0 N MA0261-02 MA0262.02 MA0263-02 X XX XO/OX 0 0 0 36 X 80 72 X 80 72 X 80 1 1, 2 1 36 X 36 X 36 X 80 80 80 IG IG IG 55.0 55.0 55.0 NA NA NA 55.0 55.0 55,0 NA NA NA N N N CTLA945W CTLA945W CTLA945W 0011.02; 0042-02 0012-02, 0042.02 0013-02; 0016/0042-02 0001-02 0002-02 0003-02 SL 36 X 80 IG 55.0 NA 55.0 NA N MA0264-02 0X0 0 108 X 80 1 36 X 80 IG 55,0 NA 55.0 NA N CTLA945W 0014-02;0017/0042 02 0004-.02 SL 36 X 80 IG 55.0 NA 55.0 NA N MA0265-02 OXXO 0 144 X 80 1,2 36 X 80 IG 55.0 NA 55.0 NA N CTLA945W 0015 02; 0018/0042-02 0005 02 SL 36 X 80 IG 55.0 NA 55,0 NA N MA 0266.02 MA0267.02 MA0268-02 X XX XO/OX 0 0 0 36 X 96 72 X 96 72 X 96 1 1,2 1 36 X 36 X 36 X 96 96 96 IG IG IG 47,0 47.0 47.0 55.0 55.0 55.0 40.0 40.0 40.0 55.0 55.0 55.0 N N N CTLA•945W1 CTLA-945W1 CTLA-945W-1 0001-02; 0042 02 0002-02; 0042.02 0003.02; 0006/0042.02 0001.02 0002-02 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 N 0 -opaque; IG -Insulating glass with minimum 1/8" tempered glazing 'tested In accordance with Metro -Dade Protocols PA201, PA202 or PA203 � Q COP# (WL•) Config, Swing (I/0) Max, Overall Size (ins.) Leaf# Nominal Max, Leaf Size (Ins.) Glazing Type' +DP (psf) w/Surf. Bolts -OP Appr'd w/Surf. Bolts Impact Ref, Test Reports' Ass'y Detail (MAD•WL•MA) Intall Detail (MID•WL•MA) MA3241.02 X 1 36 X 60 1 36 X 80 IG 40.0 60.0 40.0 60.0 N CTLA826W 0001-02; 0042-02 0001.02 MA3242-02 XX 1 72 X 80 1, 2 36 X 80 IG 40.0 60.0 40.0 60.0 N CTLA826W 0002-02; 0042.02 0002-02 MA3243-02 XO/OX 1 72 X 80 1 36 X 80 IG 40.0 60.0 40.0 60.0 N CTLA826W 0003-02; 0006/0042.02 0003-02 SL 36 X 80 IG 40.0 60.0 40.0 60.0 N MA3244-02 0X0 1 108 X 80 1 36 X 60 IG 40.0 60.0 1 40.0 60.0 N CTLA826W 0004-02; 0007/00042.02 0004.02 SL 36 X 80 IG 40.0 60.0 4-0.0 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 X96 IG 50.0 NA 55.0 NA N CTLA860W 0001-02; 0042.02 0001.02 MA3247.02 XX 1 72 X 96 1, 2 36X 96 IG 50.0 NA 55.0 NA N OTLA86OW 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 MA3249-02 NO 1 108 X 96 1 36 X 96 IG 50.0 NA 55.0' NA N OTLA86OW 0004-02: 0007/0042-02 0004.02 SL 36 X 96 IG 50.0 NA 55,0 NA N MA3250.02 OXXO 1 144 X 96 1, 2 36 X 96 IG 50.0 NA 55.0 NA N CTLA86OW 0005-02; 0008/0042-02 0005.02 SL 36 X96 IG 50.0 NA 55.0 NA N MA3261.02 X 0 36 X 80 1 36 X 80 IG 46.0 60.0 43.0 60.0 N CTLA-826W 0011-02, 0042.02 0001-02 MA3262.02 XX 0 72 X 80 1, 2 36 X 80 IG 46.0 60.0 43.0 60.0 N CTLA-625W 0012-02: 0042.02 0002.02 MA3263702 X0/OX 0 72 X 80 1 36 X 80 IG 46,0 60.0 43.0 60.0 N CTLA-826W 0013-02; 0016/0042.02 0003.02 SL 36 X 80 IG 46.0 60.0 43.0 60.0 N MA3264-02 0X0 0 108 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 X80 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-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-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 36X 96 IG 50.0 NA 50.5 NA N CTLA-86OW 0014.02; 0017/0042.02 0004-02 SL 36 X 96 IG 50.0 NA 50.5 NA N MA3270-02 OXXO 0 144 X 96 1, 2 36 X 96 IG 50.0 NA 50.5 NA N CTLA-86OW 0015-02; 0018/0042-02 005-02 SL 36 X 96 IG 50.0 NA 1 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 v 0 x Unit s• TYP 1 � 1 C UNIT 811" UNIT -15/16' 17-1/8' MAXIMUM ON CENTER TYP r 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Width of door unit plus 1/2 L,i Height of door unit plus 1/4E - WL-MA0001e 02&b S1 NGLE DOOR w �k "e—V Test Data Review Ceniticate 13026447A, 130264478; #3026447C and GOP/Test Report Validation Matrix 13026447A-001, 002, 003, 004;13026447B-001, 002, 003, 004; 130264470-001, 002, 003, 004 provides additional intormation - available horn the ns/WH website (www.etlsemko.com), the Masonite website ® (www.masonite.com) or the Masonile 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 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: 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 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 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- March 10, 2003 - - - - - w =amid g popram of podod it woremnd maks W dicdi m. desipp and padud deCi.6red ro CI.Me wal and 36 - ..i x Unit 6' TYR ❑ 6 per vertical framing member for 7LD -� height and smaller 8 per vertical framing member for heights greater than 7L�-. 71 4 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. 0 Width of door unit plus 1/2' Height of door unit plus 1/4D YVarnock 14—Y Test Data Review Certificate 13026447A;13026447B;13026447C and COP/Test Report Validation Matrix ►3026447A-001, 002, 003, 004; 130264476-001, 002, 003, 004; Y3026447C-001, 002, 003, 004 provides additional intormation - available from the ITSIM website (www.edsemko.com), the Masonite website ® (www.rnasonife.com) or the Masonite tecbnical 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 0246', 0266', 3241', 3246, 3261' or 3266 Compliance requires that 8J 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 G 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 nail single shear design values come from ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1140 and achievement of minimum embedment of 1-1/4s 3. Wood bucks by others. must be anchored Drooerlv to transfer loads to the structure. �2� �« +-� �� � � ► �� � r r 111-_ 6 per vertical framing member 8 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Width of door unit plus 1/2'• 0 Height of door unit plus 1/40 LatchingHardware: 1 Do[]---II11lI1J1[Ilptli tall l[111iq I?1 1 DIE 11 [III IL7/111171111111A 1 �1iJlJiiiV!111 1111HpIiJHllll 1 UNITS COVERED BY CUP DDCUMENT3147 i BOB [illlililt Ifl 7 71L11lJ31iL1 119 CiBll 17 t It L'll I1i119 !P3 t 11717N� Wes: 0110 111'11111i01L111i1di1117iUtIl1i1B1f111 111!111111 -1-1 111111LIII1N1111CUiNIfIW1N L1111IIIiL11111'Itllit 11tI1i1111JJ1liIIli11U!I IFI IIIIIl1Uh7TU IiiIlIllHfiU17311113t1iikl i1Ht131 ti71 [t1111111J11'I1111t1111111i 1 1111'1 HlCtillt 111B10RIC01M 111111 IIIIIIIIIIIIIII I11J'I I DMEMMOM0 EOMDROW 0EUMUMU= 11 IIIJJI tllilUII11 III I IMOLIM9071D aflRU M Ii a til MWMI 1100 !L@ i !!1!1!1'1 IIIIIttH 11 lIL Iip.lt IIi111UlllJtlIUD3111itkllB t it 131111!1'11 1111 iOLl 000 iN1J11iIC1fl1f1111 i 1CIq f[If11 I;IILflJitlfl!!'lil!IIIt11931git11Nl1U11 XO oo OX t o r r r SINGLE DOOR WITH I SILDEI_ITE _ 36' CL NP. NP. NP. 6 NP 7F6P WWII ;. SW UNIT' 1315/16'. 17-18' MAXIMUM ON CENTER NP. ---+ 1 1 —44 -- Latching — 4-t Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BNMA A156.2). cylindrical and deadlock hardware be installed. Notes: I.' 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 48 and #10 wood screws or 3/16" Tapcons:. 2. The wood screw single shear design values come from Table 11.3A of ANSIIAF & 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. dip, s S i z ? G►cv�ni9 Pe9anu►�od+d mporenM rides firmois. ;i: tti,lntCorp✓` .. ..ya Mason ernatfonal oration bsfylidrr."O"9�jKtbdan¢wilWT� ,,i { OXO Unit 6' 3• TYP. TYR CL TY P. 4 1 4 l l 1 SINGLE DOOR WITH 2 SIDELI`1'ES 4 4 6' TYP. 1 1 l t IF t t t t t t t t t Warnock Her—fl Test Data Review Certificate #3026447A; #3026447B; 13026447C and COP7fest Report Validation Matrix 13026447A-001, 002, 003, 004; #30264470-001, 002, 003, 004; 130264 4 7 0-001, 002, 003, 004 provides r� additional intormahon - available from the ITS/WH websile (www.ellsemko.com), the Masonite websde (www.masonite.com) or the Masonite technical center. UNIT 8'0" UNIT 15/16" 17-1/8' MAXIMUM ON CENTER TYR 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 112-2 Height of door unit plus 1/4 - Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 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 #8 and #10 wood screws or 3/16" Tapcons_ Threshold fasteners analyzed for this unit include #8 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 & 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. SINGLE DOOR WITH 2 S1DELITES s� TYP 4 ► 4 4 K' { 6 per vertical training member for M, — heights and smaller 8 per vertical framing member for heights greater than 711= 12 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 wamcdr "MeY Test Data Review Certificate 13026447N 13026447B; 13026447C and GOP/Test Report validation Matrix 13026447A-DO1, 002, 003, 004;13026447B-001, 002, 003,004;13026447C-001, 002, 003, D04 provides �additional information - available from the ITs/wH website (www.e0semko.com), the Masonite website ® (www.masonite.com) m the Masonite technical center. Latching Hardware: 0 Compliance requires that GRADE 3 or better (ANSI/BHMA A1562) cylindrical and deadlock hardware be installed. 0 UNITS COVERED BY COP DOCUMENT 0249-,0269-, 3244', 3249, 3264' or 3269 Compliance requires that 3D 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 D see COP sheet for details_ Notes: 1- Anchor calculations have been carried out with the fastener rating from the diff ererd 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 ANSUAF 8 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 properly to transfer loads to the structure. "r. MAO 10, zoos ; ;_ Ou cnmremu pxpram d Ixmua.xprwexxK makes apai&�iora, a,xpr and �� &tat sn6jed m chanq m1hoW mtin_ ; x y C DOUBLE DOOR WITH 2 SI DELITES 6 3 CL TYP. TYR TYP TYP- 4 1 1 ►♦ 1 �! 1 1 / t f, 4 1 � t tt tt I tt ti t tt tt t SEE NOTE 81 6' TY P. 6'8• UNIT 8'0• UNIT 13-15/167 17-1/8' MAXIMUM ON CENTER TYR •r r fir- r •r, vian—k ►fe ev Test Data Review Certificate 13026447PL 130264476: 6 per vertical framing member - Width of door unit plus 1/2" 13026447C and COP7rest Report validation, Matrix • 16 per horizontal framing member Height of door unit plus 1/4" #3026447A-001.002.003,004; 13026447B-001, 002, p 9 9 Ip! •� 1!® 003.004;13026447C-001, 002, 001004 provides additional information - available from Ore ITSMH Hinge and strike plates require two website (www.etlsemko.com), the Masonite website (www.masonRe.com) or the the 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 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 18 and #10 wood screws or 3/16" Tapcons. Threshold fasteners analyzed for this unit include #8 and #10 wood screws, 3/16" Tapcons, or Liquid Nails Builders Choice 490 (or equal structural adhesive)- 2- The wood screw single shear design values come from Table 11.3A of ANSI/AF & 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. • ... -' Mara 10,21103 t� www d n�+bwwemeM owes speuficaLmq -. . c � -_ , `'� ha desgnand produq dent sugen b d�R wMpd mdx i,k °�__ MID `W.L�MA0005�02 a DOUBLE DOOR WITH 2 SIDELITES T —3^ "e—V Test Data Review Certificate 13026447A;130264476; 13026447C and COPlresl Report Validation Matrix 13026447A-001, 002, 003, 004; 13026447B-001, 002, ® 003, 004;130264476-OD1, 002, 003, 004 provides additional information - available from the ITS/WH website (www.ellsemko.coml, the Masonite website (www.mason0e.com) or the Masonite technical center. • 6 per vertical framing member for heights 7'0" and smaller • --8 per vertical framing member for heights greater than 77 • 16 per horizontal framing member Hinge and strike plates require two 2-112" long screws per location. • Width of door unit plus 1/2" • Height of door unit plus 1/4" Latching Hardware: - Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 0250', 0270', 3245', 3250, 3265' or 3270 Compliance requires that 8" GRADE 1 (ANSI/BHMA 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. X Unit 6' I TYI 9 rn TYP EQ PACES Warnocle rre+-r Test Data Review Certificate 13026447A; #30264476; 03026447C and COP/Test Report Validation Matrix 13026447A-001, 002, 00,004; 13026447B-001, 002, 003, 004; 13026447C-001, 002, 003, 004 provides additional information - available from the ITSIM website (wivivAlsemko.com), the Masonite R=—M® websle (www.mnonite.com) or the Masonite technical center. Section A - A 1 © 2 at ShIe Side © 3 at Strike Sick t t at Strike Side r • 17 per vertical framing member . • 6 per horizontal framing member (header) 'r M. 111IMSMMM • 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. Strap Anchor Min. 18 ga. Steel 6 fasteners per anchor 2 EQ SPACES I I ( Width of door unit less 2-1/2" • Height of door unit less 1-1/4" Warnock He seV Test Data Review Certificate 13026447A; I3026447B; #3026447C and COP/Test Report Validation Matrix #3026447A-001, 002, 003,004; 130264478-001, 002, 003, 004;13026447C-001, 002, 003, 004 provides additional information - available [min the ITSAVH website (www.etlsemko.com), the Masonite 9=-7M® website (www-masonde-corn) w 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 lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 or #10 wood screws at anchors. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment The 3/16" Tapcon design values come from the ITW and ELCO Dade County approvals respectively, each with minimum 1-1/4" embedment 3. Wood bucks by others, must be anchored property to transfer loads to the structure October 14, 2002. Our tontlnip propramdprodud inprwemeid rtnkes specfiaBoo. ; i desipnaro product deW wEjed to Wnpe wAlmia rwote_ �ry F r -�, I k } MASONRY OPENING ; WITH EXISTING OPENING ANCHORS 0 ACES • Width of door unit plus 112" • Height of door unit plus 1/4" W ---k "--y Test Data Review Certificate /3026447A; 0302&447B; 13026447C and COP/rest Report Validation Matrix 13026447A-001,002, 003, OD4; /3026447B-001, 002, 003, ON; 13026447C-001,002. 003, 004 - Qprovides additional information - available from the ITSMOI website (www.etlsemko.com), the Masonite 9H�IN® websle (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 • Width of door unit plus 1/2" • Height of door unit plus 1/4" Compression Anchors One screw on interior face lone screw on exterior face of each jamb Warn -All -0 TO Data Review Certificate 13026447A; 13026447B;13026447C and COP/rest Report Validation Matra 13026447A-001, 002, D03, 004;130264478-001, 002, 003, ON; 002, 003, 004 Provides additional information - available from the ITS/WH website (www.etisemko.com), the Masomle website (www.masDnhe.com) or the Masonite technical center. WOO® FRAME OPENING WITH COMPRESSION ANCHORS 'r 1 M1, 51 • Width of door unit less 2-1/2" • Height of door unit less 1-1/4" Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 wood screws at 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 single design values come from the ITW and ELCO Dade County approvals . respectively, each with minimum 1-1/4" embedment J COMPLIANCE LABEL. LABEL APPLIED TO HINGE JAMB (IMPACT RATED UNIT): TESTED IN ACCORDANCE 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 BCCO PA202 COMPANY NAME CITY, STATE N N Di W 4i Co Co MW s00 r` x w n -Cr N �OfValidation Tots cont irros that jntertek has reVewed structurQt toad test data tmd dorumerrtation for the product Ifni listed ate below turd perfonmPd the vatlda�� checklistcatt'e�attan nfotmwith atjo�rro�odaAdministrative �e! rele �leri+od su�ch�vls+'th rest C10PlTesE Report Yalldation M Pr Iab report numbers, performence venues, and Installation RTOrma On- Ftorida Statewide Approval, #FL19 Manufacturer: 10a9onite international Product Line: Metal-edp Steel Door Units 'Thtertek Validation Matrix: #3026447A-002 #3026447s-002 #3026447C-007.. Signed: Title: program Hager rntertek Is w approved jw pony vgrWatfaa £ntrty ty the since of FrorW (#VAL 7616) Florida -Building Code Online Page 1 of 2 r 14 p 1 3. { yy, Vi - �r r -vr Overview:-: , Produ t Search CrganProduct Az PIN User: Public. Seareh Application ser - Not Associated with Organization - Need Help ? Application 4-, FL 19 Date Submitted: 08/04/2003 Product Manof icturer Masonite International Address/Phon email: One North Dale Mabry Suite 950 Tampa, FL 33609 Technical Rep ntative: Steve Schreiber Technical Rep;r nentative Address/Phone/email: 1 Premdor Drive �k Dickson, TN 37055 (615) 4414258 sschreiber@masonite.com ' Category: Exterior Doors Subcategory:i • s Swinging g g { Evaluation Mc+od: ® Certification Mark or Listing I _ •5 Referenced Statdards from the Florida Building Code: tion Standard. Year TAS201 1994 TAS202 1994 - i TAS203 1994 Certification Ajency: Intertek Testing Services - a- ETLlWarnock Hersey r ' = Quality Assurance Entity: fi Validation Entil y: Authorized SiOature: Steve Schreiber fsschreiber@masonite.com Evaluation/Fest I Reports Uploaded: Installation DOc aments Uploaded: ppIseq ProductModel # or Name Model Description Limits of Use 19.1 etal- a Steel Door Units None Known Next ° Copy ht and Disclainw ; CeM The State of florida. AG fights reserved. w