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BLDG PERMIT #6125
ffffr - • •I. Name: SUPERIOR DOORS & WINDOWS INC Name: COLONIAL HOUSE ASSOC INC Addr: 3800 N. COCOA BLVD Address: 230 COLUMBIA DR COCOA, FL 32926 CAPE CANAVERAL FL 32920 Phone: (321)631-1340 Lic: WD 249 Phone: 321-784-9469 Work Desc REPLACE DOOR PER SUBMITTED SPECIFICATIONS (TO REPLACE PERMIT #5596 BUILDING OVER 2K 85.00 __... ins ecilonsRe' ulret..._..;. u 1 �.. ,wv..... _ T d Final NOTICE: THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 6 MONTHS, Of IF CONSTRUCTION OR WORK IS SUSPENDED, OR ABANDONED FOR A PERIOD OF 6 MONTHS AT ANY TIME AFTER WORK IS STARTED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS DOCUMENT AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. TO YOUR PROPERTYYOU TO OBTAIN .CONSULT YOUR D OR ATTORNEY BEFORE RECORDING YOUR • COW14EVCE1,TEVT. ISSUED BY/DATE AUTHORIZEPSIGNAT-U•RE/DATE BUILDING IT 6125 PRONE: 321-868-1222 INSPECTIONS & FAX: 868-1247 B__C111"i"11iF??RtI.TI \ L.`llCA",, 01M, N _ Permit #:6125 —...: .. Issued: 11/17/2008 . \ .. .N Address: 230 COLUMBIA DR Permit Type: WINDOWS & DOORS CAPE CANAVERAL, FL Class of Work: 434- Add./Alt. & Reroofs Res. Township: 24 Range: 37 Proposed Use: See specific use -residential Lot(s): Block: Section: 22 Sq. Feet: Est. Value: Book: 18 Page: 9 Cost: 6,951.00 Total Fees: 85.00 Subdivision: COLONIAL HOUSE CONDO Amount Paid: Date Paid: Parcel Number: 24 372202 416 Name: SUPERIOR DOORS & WINDOWS INC Name: COLONIAL HOUSE ASSOC INC Addr: 3800 N. COCOA BLVD Address: 230 COLUMBIA DR COCOA, FL 32926 CAPE CANAVERAL FL 32920 Phone: (321)631-1340 Lic: WD 249 Phone: 321-784-9469 Work Desc REPLACE DOOR PER SUBMITTED SPECIFICATIONS (TO REPLACE PERMIT #5596 BUILDING OVER 2K 85.00 __... ins ecilonsRe' ulret..._..;. u 1 �.. ,wv..... _ T d Final NOTICE: THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 6 MONTHS, Of IF CONSTRUCTION OR WORK IS SUSPENDED, OR ABANDONED FOR A PERIOD OF 6 MONTHS AT ANY TIME AFTER WORK IS STARTED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS DOCUMENT AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. TO YOUR PROPERTYYOU TO OBTAIN .CONSULT YOUR D OR ATTORNEY BEFORE RECORDING YOUR • COW14EVCE1,TEVT. ISSUED BY/DATE AUTHORIZEPSIGNAT-U•RE/DATE CITY OF CAPE CANAVERAL BUILDING DEPARTMENT (321) 868-1222 NOTICE OF INSPECTION REJECTION DO NOT REMOVE i DATE OF INSPECTION: ff / roPERMIT # TYPE OF INSPECTION: b✓� ADDRESS: REASON FOR REJECTION: CODE SECTION VIOLATED: RE -INSPECTION IS REQUIRED RE -INSPECTION FEE IS IS NOT REQUIRED RE-INSPECTIQN FEES AUSTPAID PRIOR TO NEXT SPEC Building Inspectddl print sign GABuilding Dept. Forms\Notice of inspection rejection l dtt� Tracking # 6 'C-1- a.(3 2115 Permit 4 X "" e (321) 865-1222 Ciiy of Cape Canaveral auilding Department 105 Polk Aver Cape Canaveral, FL 32920 You may dowatoad this application: w-,yW.nt florida.cornlcape. You may fax to: (321) 868-1247. All applications must include the backside of this form. linportanu Please complete the checklist ou. the back of this four] and provide orher documentation as iudicated on the checklist. A copy of contract may be required- Application packages will not be accepted unless complete. APPLICANT WILL BE CALLED WHEN PERMIT IS RPAb'Y"- (Contracmr/owner-Builder is required to sign for the building pen -nit; unless indicated otherurise by affidavit. 1,D. irla/y be required) Address of Job Site: 2 �� �l�� t�/ '�. Or. Caning classification: �// L1 Flood zant: Legal description of property: TWN: Z. R>�G: �/ sEc: Z�5UBD � �s% rte: tor= pg: Pe: _ Property Owner Name: �_ Sk` c.v� -% SSr�C. _ Phone: ' I Address: 10-?— Fee 0 Fee Simple Titleholder's Name Of other than owner): Address: Bonding Company- Address: Mortgage Lender: Address: Axchitect/Enginecr Name, Address: Type of Permit Brief description of work: Name of Company: Building city sewer 'Will this Electrical Phont (ce11/pager_): Plumbingla Primary Contractor Name: Address: 1WTechtwical Syux]re Other Axchitect/Enginecr Name, Address: Type Name of Company: const. Oer- FPL lines city sewer 'Will this Phone (office): Phont (ce11/pager_): Primary Contractor Name: Address: of Syux]re Type upahey eurrendy available StrUcture # of # of #u€ # of Valuation of work Electrical Contractor Name: Address: Btud lilg' Feet (IA, Group available to to serve have built-in Stories dwal- tied- waiter Plumbing Contractor Namc: .Address: (please under VB, (E,RI, serve this xhlS g$s Phone (office): ling corns closets Mechanical Contractor Name: Address: indicate as' roof etc) etc.) property? property? appllauces? Phout (office): Phone (cell/pager-): Fax: Specialty/Other Contractor Name: -_1 address: 29M tJ. applicable) Name o£Compdny: 51,P46r' yes' No 'Y'es/No Yes No Phone (office)Q. Phone (cell/pager.): Fax.: Commercial x SPR Townhouse � Apartment $ ondominiu � / Other � Axchitect/Enginecr Name, Address: Name of Company: State License No-: Phone (office): Phont (ce11/pager_): Primary Contractor Name: Address: Name of Company-, J State License No.: Phone (offiiee): Phone (ce11/pager.): ` �l Fax: Electrical Contractor Name: Address: Name of Company: State License No.: Phone (office): Phone (cell/pager.): Fax - Plumbing Contractor Namc: .Address: Name of Company: State License No.: Phone (office): Phone (cell/pager.): Fax: Mechanical Contractor Name: Address: Name of Company: _ State License No-_ Phout (office): Phone (cell/pager-): Fax: Specialty/Other Contractor Name: -_1 address: 29M tJ. yt,,j4r"trr. Name o£Compdny: 51,P46r' �rS (,');,"JZS i i Statc Lictnst No.: t,1VZ. / 3 Phone (office)Q. Phone (cell/pager.): Fax.: 5rj1,-8 3Jv'd �joia3drIS 8GQ89E9Z7ZE 90:82 8111 ,7/EZ/tiZ Address: �_9 1UILDING PERMIT FEES: ;uilding Permit per square footage: ....... I ..................................................... Total Sq. Ft. (Living Area): Total Sq. Ft. (Enclosed Area): wilding Permit based on valuation:.. 6........I .......................... Total Sq. Ft. (Living Area): Total Sq. Ft. (Enclosed Area):-. uilding Permit miscellaneous: ...................................................................... Total Sq. Ft. (Living Area): otal Sq. Ft. (Enclosed Area): lectrical.............................................................................................. [umbing ............................................................................................................. lechanical.......................................................................................................... gilding Permit Plan Check Fee/44 .................. re Dept. Plan Check Fee ........ .011, ..... adon Trust Fund:` sq. footage ................................. imcurrency Management Fee ................................... I .................................... apitalExpansion Fee ....... I ........... I .......................................................... I .......... Total Building Permit Fees: ...... EWER PERMIT FEES: SewerImpact Fee ...................................................................................... SewerTap Fee ...................................................................................... Total Sewer Permit Fees ............. By: Date: 6125 r r 17• My ELECTRICAL CONTRACTOR: ---.— RTW AIDDR.ESS: PHONED PLUMBING CONTRACTOR- CERT# ADDRESS: — PRONE✓ HAR'V CONTRACTOR: CERT# - ADDRESS: PHONE# GASCONTRACTOR, CERT#... AD DRESS: P HONEf# _ ROOFING CONTRACTOR: — CFR`1`# ADDRESS: PHON7E# A;.pplication is bereby made to obtain a perinit to do the work and installations as indicated. I certify tbat no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WOIM PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and ATR CONDITIONERS, ,ETC. OVMRS AIFFi(DAVIT: I certify that all the foregoing information is accurate and beat all work will be done hi compliance with ail applicable laws regulations constriction artd .Zoning. �i:SULT IN YOUR PAYING TWICE FOR MPR0VEMM1T1-0'.J'0WV'r ff OBTAIN.�INANCING-, CONSULT WrfB)?OUR LENDER OR AN ATTORNEY BEFORE REtORDING 1 • •, •, OWNER OR ,AGF1i SIGNATURE STATE OF FLORIDA,. COUNTY OF BREVARD Sworn to and subscribed before me by who is personally know to we or produced as ID, this day of 20 Notary's Signature Printed Name of Notary Commission No.I xpiration neaa••re•a,11 N,NY® e61901iR1U60 ar 0i \LB.Me: 5 NICOU9 h�, SANCHEZ s EALuu` Comn*=0@®1712 �xptrea 81+{12911 Rodda Noh►ry Asan., Inc III m..r=... +\rrnrnoa •®.•ar,ree,w.e u►®.�.y CoTop SIGNArIUIEaE STATE OF FLO DA COUNTY OF MEVR13 Sworn to and subscribed before nee by who is personally know to me or produced — – as LU, this day of otary's Signature Printed Naxne of Notary ornnaission NbJErpie-atiota SEAL- SO/Eo 39VLd MUCHIM aDOQ '40D 33 IS i 86089E9ZZE 92:eZ 8QI3ZIEZ/ZZ DEPARTMENT,C APE CANAVERAL VOLUNTEER FIRE INC. 77 iB rum the city of Cape Canaveral & Canaveral PortAuthority----- To: Building Department Dennis Clements, Building Inspector From: John J. Cunningham, Fire Marshal"J"Y- Re: Colonial House & Treasure Island Replacement of Fire Doors Date: 02-25-2008 Plan Review Fee: S 50.00 Station #1 Station #2 190 Jackson Avenue ® Cape Canaveral, Florida 32920 8970 Columbia Road ® Cape Canaveral, Florida 32920 (321) 783-4777 ® Fax: (321) 783-5398 (321) 783-4424 ® Fax: (321) 783-4887 www.ccvfd.org Date of Review: 1/29/08 City of Cape Canaveral Applicant Name: Superior Door & Window Project Name: Colonial House & Treasure Island Phone Number: 321-631-1340 Project Address: 230 and 300 Columbia Dr. Fax: 321-636-8098 The following items were noted on your submittal as areas requiring correction and/or clarification. Please address each comment by its corresponding number. You may fax replies to (321) 868-1247. If you have any questions about this plan review please call (321) 868-1222 and ask to speak with the plans examiner. Please provide: vl"1. Indicate door fire rating (1 '/z required). 2. Indicate door closure to be provided. Indicate door hardware to be used. Door hardware must be listed for fire door application. Provide fastening anchors and spacing specifications to be used from manufacturer's tested assembly specifications. 5. Note: Fire Dept approval required. Application has been forwarded to Fire Dept. Si erely, Dennis Clements Plans Examiner/Building Inspector 105 Polk Avenue - Post Office Box 326 - Cape Canaveral, FL 32920-0326 Telephone: (321) 868-1222 - SUNCCM: 982-1222 ® FAX: (321) 868-1247 www.myflorida.com/cape m email: ccapecanaveral@cfl.rr.com 105 Polk Ave. Cape Canaveral, FL 32920 (321) 868-1222 (321) 868-1247 (fax) To: Superior Doors & Windows From: Dennis Clements Fax: 321-636-8098 Pages: 2 Phone: 321-631-1340 Date: 1/28/08 Re: Columbia House and Treasure Island CC: ❑ Review ❑ Please Comment ❑ urgent Please Reply ❑ Please Recycle Plan review comments for your review. Any questions please give me a call. Dennis Clements Plans Examiner/Building Inspector City of Cape Canaveral Inter -office Transmittal To: Johnny Cunningham From: Dennis Clements, Building Inspector/Plans Examiner Re: Colonial House and Treasure Island — Replacement of Fire Doors We Transmit: ® Herewith ❑ In accordance with your request THE FOLLOWING: These are transmitted for: ❑ Permit Issue ❑ Record ❑ Information ❑ Approval ❑ Use ❑ Distribution ® Review & Comment Ci ai is^s Date Description 3 2/07/03 Plans state door and frames fire rated per spec up to 3 hour, and doors to be supplied with door closures. Plan andspecs included. Remarks: Address: 230 & 300 Columbia Dr. Copies to: File By: ' -- - Dennis Clements To: Building Department Dennis Clements, Building Inspector From: John J. Cunningham, Fire Marsha Re: Colonial House & Treasure Island Replacement of Fire Doors Date: 01-30-2008 We have reviewed the plans and have the following comments: 1. The fire code requires that the doors be fire rated and self-closing, plans don't show either. 2. Show proper address on paperwork, 300 Columbia Dr., Building 1, 2, 3. Station #1 190 Jackson Avenue ® Cape Canaveral, Florida 32920 (321) 783-4777 ® Fax: (321) 783-5398 Station #2 8970 Columbia Road ® Cape Canaveral, Florida 32920 (321) 783-4424 ® Fax: (321) 783-4887 www.ccvfd.org Y 105 Polk Ave. Cape Canaveral, FL 32920 (321) 868-1222 (321) 868-1247 (fax) C'c� To: Superior Doors & Windows From: Dennis Clements Fax: 321-636-8098 Pages: 2 Phone: 321-631-1340 Date: 1/28/08 Re: Columbia House and Treasure Island CC: ❑ Review ❑ Please Comment ❑ Urgent Please Reply ❑ Please Recycle Fire Department plan review comments for your review. Any questions please call the fire department. Dennis Clements Plans Examiner/Building Inspector City of Cape Canaveral Inter -office Transmittal To: Johnny Cunningham From: Dennis Clements, Building Inspector/Plans Examiner Re: Colonial House and Treasure Island — Replacement of Fire Doors We Transmit: ® Herewith THE FOLLOWING: Plans ❑ Prints ❑ Other These are transmitted for: ❑ Permit Issue ❑ Approval ® Review & Comment ❑ In accordance with your request ❑ Specifications ❑ Copy of Letter ❑ Record ❑ Use ❑ Shop Drawings ❑ Information ❑ Information ❑ Distribution Copies Date Description 3 1/28/08 Layout for fire door replacements Remarks: Address: 230 & 300 Columbia Dr. Copies to: File M01 By: Dennis Clements Received by: Date: /09/2000 02:49 3216368098 BL]Df,—;iET WINDOWS DOORS PAGE 02/04 I j—>0lDlt4 C,,)Ikl t54Sz57� G&Mlll 0 7 IA CltyOf Cape Arai 'FD PE ITT, F R 11 , P MIT NO. �EVIEWED 0 on Statutes 01414/2006 07:15 3216368098 t -JS DOORS y BUDGET t',tINDO PAGE 09/10 — — -- • � � ., •• � ,,..ctr,.rr�ir�il�;44f'.?'"a:�i ort.•; dr � ..,...�� ,�4.. :. . �, ,. .. ,..,,:v;;nµ" !air,?,�`,,,•';4rY, _... ... _ . 4 Grade 2 Standard Duty Cammorctal Apollo i6s 2024 21/e" (70 mm) Dead Latch No exposed 597.7 mounting screws Archer " Non handed � • Standard and intnrshnngeable cores availebl❑ d • UL105 Neutral Pressure Rated Wntlnell •Musk be used with 2'!4' (70 ruin) baekset Optional Latehbolta m 3949 VA' (60 mm) Square Cornor, Spring Latch -Passage Only �, 3947 22/A" (70 mm) Square Corner, Spring Latch Passage Only a� 3967 20/a" (60 mm) Square Corner, Spring Latch- Prlvacy only 3985 P/4' (70 mm) Square Comor, Spring Latch Privacy Only 3950 7. �/n' (60 rnm) Squara Corner, Deatl Latrh 3948 21/4'(70 mm) Square Corner, Dead Latch is 00101181 Drive -In Lalchholts 39ZZ C 3923 Standard floOrPre ;12'/m"`l 3925 P (54 mm) Diameter (cross Bore) 8926 • Latch Halo; 1" (25.4 mm) Diamoter (Ed A D P'1/4'(70 mm) Spring Latch - Passage Only 2�/a" (70 mm) Spring Latch - Privacy Only 2'/a" (60 mm) Spring Latch - Passage only 29/o" (60 mm) Spring Latch - Privacy Only Coltlfieations; 9- ore) • BFIMA Cert'if d ANSI A156,2 Grade 2 2024 21/e" (70 mm) Dead Latch • ADA Compliant ANSI All 71 Acr^assibility Cade (Levers Only) Only) 597.7 2°/e" (60 mm) Deatl Latch • UIJeUL Listed for all functions up to 3 hours'A" labol single d • U1,100/1 -IBC 7-Z (1997) Positive Pressuro Rated � 5' (1 P7 mm) Backset Extension Link • UL105 Neutral Pressure Rated •Musk be used with 2'!4' (70 ruin) baekset Exposed Trim; • Knbbs: Wrought grass or Stalniess Steel • Levers: Wrought Brass, Bronze anri Stainless Stool, zinc based OpliMl Strikes Lock chassis; + heavy gauge steel, zinc dichmmated for corrosion reslslanee • Freo wheeling ❑j 395$ T -Strike with Plastic Dust Box, 1'/ti' (29 mm) x 21/4" (70 mm) • Removable thru-bolts ° ►- Note; • Failuro to install thru-bolts and removable screw posts voids ° BHMA certification, UL Rating and Warranty �1 3934 Full Lip Strike, V/4" (41 mm) X 2 b4" (57 mm) Rosa Diameter; • 3"/n" (86 mm) (Lovers) • 3"(76 mm) (Knobs) X Keys: Two brass Ireys per lock (� 3956 Full Lip Strike, Round Conner, 1r'1e" (41 mm) 21/41(57 mm Cylinders • Standard Core - Bmss 5 -pin - Keyed Different - C Koyway ' *Other keying options available from the factory • Intercliangaable Core -lanes 6 or 7 pin - uncombinatod and cornbinated Q 3935 ASA Strike Platq 11/4° (32 mm) x 4'/0" (124 mm) - sold separately Door Thicknes: • Knobs; 17/0 (35 mm) - VA" (4a mm) �r • Levers: 1'/0" (35 mm) - ; (51 mn)) hackseh • 2'/i" (70 m(iF m) - Standard 3 mm)� • • 2a/a" (60 mm) = Optional LatrhbolL' • I/e (13 mm) Throw, Stainless Steel ^ 2114" (57 mm) X 11/4" (29 mm) Faceplate 2 1/2 • DeadlQoking lalchbolt provontS manipulation when door is 01111m) closed; koyed functions only Strike; • 3985 ASA 11/4' (32 mm) x 47ir° (124 mm) strike-'Standata Apollo Functions: • 50 Office (Levers Only), 79 Keyed Communicating (Lovers Only), 25 Exit Only (Levers Only), 53 Entry, 70 Classroom, e0 5toreroom, 40 Privacy, - 10 Passage, 17 Dummy Notes: ^ Blank plate ro'ecf i 19 4 114" __ (lnamm) ztt/1a T- (68MM) (11mm) f, ron s /ta for Functions 25 and 79 4 1/4^ Interchangeable Corps aro not available an Apollo knob Options: ^ Lead Lined (Levers only) Tactile Knurling (Levers Only) r/ta" I )_ -— mm mm 600-325 9995 " " Archer www-hagorro,cain ` ' - Wnhnell 011141200E 07:15 3216368098 BUDGET 4JIND04',15 DonF, ^nMAII rM RyOmwll, DOW" In-sWinvan In9trucVnwn-•..MtODEL AM10411,11- NON HOI.Cp IC)pEN 11 (PARTS AND ASSEM131-1f DIAGRAM CFleck that lilt parts shown in the pang fist and In Ilia illustratlon are Present. Match -craw Size and type to hardwire drawing, Figure 1 F!JRrARM tel 1N b N 1.7 C[1rARiNAnON'A1J0fll01CTAL .^"Cqr-W .RcacWl SHOWN AcroAi, ni= rlamt, ar TWIP BDgy �� Arm Link Arm, rvmnrm R rb01 Crnvh*+t paps Arm/UIlk -Pnncc 1m; oorm� Arm/Llnh connPclinp —Atmt• OPPWI+rm PPnn6ctlnp Acrnw 6c0ylArm mnnncing .matlPr Pn1111An ANF ivpinp PmobinntlPD ❑crnw emly P mr PINnn Gnp- u rt I llnkWSrnebnl enn nnrrinp ncmW I—, _j 'mJ IN OFTERMINING DOOR TYPE Rofv t0 Figurn z to determine If door Is a I -Oft or Right Hand door, HW E 61EE OF D0011 1 1 IA KIF 610E QP 04nR�'� STbr mpq or Own :TOC ;ID. or DOOR FUSI•I 91DF. THIS IS A LEFT NAND DOOR rnrs I-+ A RIGHT HAND DOOM 93 DETERMINING TYRE OR MOUNTING Tnrce basic rrlothoda of mounting the DOORMANTIA are shown en rg+urm 3. Thra Standard eppllcatlon Is unvcj Fqr inward opsning doors. Tho prtrallel arm applicetlon and top pamb application are used Por outward Opening doOrs, RrwmPmbE'r that the DOORMANTN ;. always mounted inside• the building near the hinge cdgn of door. :i TA NDM1RD AnPl,l(;ATIDN rn RALLpL ARM 1nr,RnbIt APFLICM1TDN nIQE F101ANTFn ON AnrtICATIPN IWMINrM RE SAIDE OF OOOh oOpgt IAN'^ hl.'t11NTED PN tlNrpNgAhr, "o, CD ror GIDE Gr 6.a.SIDE OP Senn PAGE 10110 �ISTI�P 1 /I2 D5$ INSTALLATION PROCEDURE nrvorm each of the follpwtng 9 Steps In sequence - 4A, DETERMINING LOCATION OF MOUNTING HOLE$ After deformining the type of rgounting to br used as shpwn in Rpm 3 ClMmrminr: if door Is to oDRn to IV' Or open betweon 1201 ar l 190" Refer to applicable Illuntratlon Flgtlre9 1. thru $ for informatipn of mounting holo locations, LEFT HAND DOOR ILUJIRTRATEp .AME DIMENSIONS APPLY FOR RIGHT HAIAW DOOR MEASUHW FROM HINas n•T,n' ARM 1W TO 1M, I,— WP ;y 1•rAu - nrWanrt0�l,JVMIriIifP .. �- nm . "INDYl 11-m tl Mian iN.Rn n 1rtn ACnnrr tC M n.Anl^ (wAy I a•IIINA' It" Drsnn+n �n I I . vw WI1nW ANHTvanrnrvm Pn.wr 0 4TANDARD 4 p Da'n APPLIMV13m mrtiPhPnn .n Ftg�re n LETT HAND DOOR JL= -MATED SOME DIMENSIONS APPLY POP RIGHT HAND poDR ,.. MEASURED mom HINGE nnle• m., vlr PrenlNe .•Irvn h IA• 14V' ro rro' .,n• nnl 11r•An. rnm acamw rnr'r q Mal DM1nrnP n• rnN (PARALLEL Q APPLICATION � •AARLI.PI. RARGRA .�. 1.1 nary t I ^ .w waminlN' FND W.A1jgq� �� �rrtno lewvlm.n Q 1T- on ■ v m�M�l°nm. r _ ngvinRppl �� r,rn°1, eq^ M1 -AMA' 11101 i W 10 .m , '!' 1 ,•1N nCnm` IA^• n1 •� R+tn!nmP FI�IUM 5 LEFT HAND DOOR ILLUSTRATED SAME DIMENSION9 APPLY FOR RKIHT HAND OCIOR _ MEASURIPA FROM HINGE e•mte nau 4 fin• DnnNlrvb nv,n• Rnel rmA 1 I • ., +,a,A• Iwl - "�' las' ro uA- DnFNlhfi nv ion • ---I— 1nr aeon ,m°e_prrm "— MIMV cAr rnnM`P 17 TOP JAMB APPLICATION aeAr��1m •,.n.cn ,.m. "T"`nr.�nAl. °rroran• ce E 01 /14/2006 07: 15 3216868098 131_ID5 ET 4d1NDIJ4)5 DClr1R5 PAIGE 07/10 ., ... ..... ... -.,.,. -.a.. .,u.n..rf. ...r."�,T '••1:iC9�'_ ..N'y G'1nr'•. �a!'p .u'Wr" _:4'UI'. DETERMINE TYPE OF HINGE What is the door material (wood, stainless steel, fiberglass, or hollow metal)? What is the frame material (wood, stainless steel, channel iron, or hollow metal)? Hinges are manufacture(I in accordance with ANSI/BHMA A156,1 Self-closing hinges and pivots are in accordance with ANSI/BHMA A158,17 using three hinges per opening on a 3'0" x 7'0'x 13/4" (91X 213 x 4,4 cm) door. Round corners are available in 1/4" (standard) or 5/a" radius Full Morlise -- Both leaves are mortised, one leaf in the door and one leaf in the frame (wood door or hollow metal door with wood frame or hollow metal frame). Example -- BB1279. 41/2" x 41/2" (114 x 114 mm), US26D Half Mortise --- One leaf is mortised in the door and the other is surface applied to the frame (hollow metal door with channel iron frame). Example - 881109, 41/2" (114 mm), US26D Full Surface - Both leaves are applied to the surface, one to the door and -the other to the frame (metal core door or hollow metal door with channel iron frame), Example • BB2171, 5" (127 mm), USP Half Surface --- One leaf Is mortised In the frame and the other is surface applied to the face of the door (wood door with wood frame or metal core door with hollow metal frame). Example - BBI 163, 5" (152 mm), US26D SELECT THE PROPER WEIGHT AND BEARING STRUCTURE Because of the variety of cloor sizes and weights, hinges are placed into three groups; Heavy Weight - Ball Bearing Example - B81199, 5" x 5" (12.7 x 127 mm), U332D Standard Weight - Ball Bearing Example -13131279, 41/2" x 41/?" (914 x 114 mm), US26D Standard Weight - Plain Bearing Example -,1279,4"M" (102 x 102 mm), US10 There are two factors that determine the weight and structure of the hinge: weight of the door and frequency of use. It is advisable to include the approximate weight of additional hardware that will be installed on the door. Underwriter's Laboratories does not specifically apply UL C UL us listings to hinges. instead, their Builder's Product Directory LISTED refers to NFPA80 Standard for Fire Doors and Fire Windows 1999 Edition, listed below, Doors up to 60" (1,52 m) In height shall be provided with two hinges and an additional hinge for each additional 30" (0,76 m), Where spring hinges are used, at least two shall be provided, Table 243,1 Builders Hardware Mortise, Surface, and Full Length Hinges, Pivots or Spring Hinges for Swinging Doors Door RA1i11r11d iYtaa[ra.u0t Uoor,..5.14e Nlinlmtlm Rinne 5jze zype_Fi,l•0q.o 1Nltith Lialglu 11,9101 ,T,hl•cknesA It. (m) In, (mm) For 7-1/51" (44,S mn# lir rbl0er doors 3, 11/2, 1, -314, 11,7, 113 4 (122) 10 (3.05) 4112 (114.3) 0.190 (4,57) Steel, InorI s, el' 3, 11/2, 1, 314, 112, 1/3 4 (1,22) 8 (2,44) aurfaccl 4112 (114.3) 0.134 (3.40) Steel,, mutise or 11/2, 314, 112, 1/3 31/113, (0,96) e (7„44) surface e (162,4) 0,225 (5,72) Stool, olive knuckle or 3, 14R, 1, ?/4, 1/z, 1/s 4 (1,22) 10 (3.05) paumali9 4 (101.0) 0.225 (5.72) Stool pivot, (Including top, bottom, ilia 11/2, 1, a/4, 1/2, 1/3 3 (0.91) 5 (1.52.) intermodiale) 4 (101.6) 0.1,90 (3.30) Steel, mortlse or 1112, 1, 9/1,1/2, 1/9 2 (0,01) 3 (0.91) surflce 3 (75.2) 0.092 (2.34) Stool, lllorUo or 3, 11/z, 1, 3In, 112, ala 3 (0.91) 7 (Z.I3) surtup 41/2 (114.3) 0.134 (3,40) Steel, mor(Ise 01 surface (labelad, self-closln0, spring type) 3, 11/2, 1, 3; rt,+/2, 1;7 3 (0.91) 7 (2.13) 4 (101.8) 0.105 (2.97) Stoel, mortise or surface (labeled, 6BlhcloMrip, spring type) For, (0.5elrtrff oro rjv 3, 11/., �/4, 1/z, 1/a 3 (0.91) 7 (2.13) 31/2 (69.9) 0,123 (3,12) Steel, nr aurfaco 314, 1/2, 1/3 1213 (0,81) 7 (2,13) 31/7 (89,9) 0.105 (2.07) Steal, mw[ji is or suringe (hbelsd, self-closing, sprinp typo) N 0TES; 1, All hingos or pivots, except spring hinges, shall be of the ball hearing type. Ningos or pivots employing cfher anti -friction bearing surfaces shall be parmittcd if they meet the requirements of ANSI A156.1, Standard for Butts and Hinges, Spring hinges shall be labeled. 2. Hinges 41/2° (114mm) high, 0.1 130" (4.57mn1) thick shall bo permitted for use on wide and heavy doors or doors that are subjertod to heavy use or unusual stress. 3. Some manufacturers can provide firo doors with hinges or lighter weight that are not of the ball bearing type wharc they are part of a listed assembly and meet the requirements of ANSI A15M. Standard for Butts and Hinges, and have been tested to a minimum of 350,000 cycles, 4, Pivot sats made up of components that are smaller or of a lighter gauge than shown In this table shall be permitted to be used, provided they meet the requirements of ANSI A156.4, poor Controls (Closers) and are in accordance with the manufacturer's label sarvice procedures. www,hagerco.com ° _ 01 /,14/2006 07:15 3216368098 BUDGET WINDOWS DOORS PAGE 03/10 . . .. . ...... Flue Nnuckle NEE= Flue Enuckle steel with Steel pin Ball Bearing - Standard Weight Plain Bearing - Standard Weight ECBB1103 For 1181? on O110111111M Weight dQi)rr or doors requiritill 4112 x low I'MCloenry sarvIcs For use no Medium welphl dDars or doors requiring ''EC1100 Steel with Steel pin - ANSI A8133 ECB01 103 EC1100 Stool with Steel pin MFIP NRP - ANSI A8132 EC1101 Stainless Steel with Stainless Steel pin - ANSI A5133 ipe' Size Inches Z Non -rising removable Pin With buttoll tip and plug 102 x 102 'With door closer use ball bearing hinge ------------- :, �,. - a, 2, R — ie:� 'I ScrF Oil SIZO, - .-I ii iz Machine Wood 41/2 x 41/2 114 x 114 12 NEE= Flue Enuckle steel with Steel pin Ball Bearing - Standard Weight Plain Bearing - Standard Weight ECBB1103 Far use On medium walohl doors or roars requiring madfurn frequency 4112 x - ANSI A5111 For use no Medium welphl dDars or doors requiring Stainless Steel with Stainless Steel pin �ECRCB81100 steel with steel pin ECB01 103 low frequency servire MFIP Two bill bRarIngs • Non -rising WOW* Pin With button tip and 1)1(lg -4, ipe' Size Inches Z ECRC11OU stuiwith steel pin 102 x 102 ANSI AM3 Nori-rls;np removable pin wilh billion tip RM plug • Round corner with 114' radius 5t@rirjaj-d • With door Closer use ball bearing hingr Hlnpe 3(77-7-77-7—Gauge -all" tllit� Screw SIZO Inches M--7 lr Mew Co 7t� rhlnp Woo 4 x 41 n2 x 1 V, x 12-24 12 NEE= Flue Enuckle Ball Bearing - Heavy Weight For use on heavy weight doors or doors raquiring high frequenry service 1,,.ECBRI..l 02 Steel with Steel pin ANSI A8111 ECOB1 102 steel with Steel pin Ball Bearing - Standard Weight -ANSI A8111 ECBB1103 Far use On medium walohl doors or roars requiring madfurn frequency 4112 x - ANSI A5111 service Stainless Steel with Stainless Steel pin �ECRCB81100 steel with steel pin ECB01 103 ANSI A8112 MFIP Two bill bRarIngs • Non -rising WOW* Pin With button tip and 1)1(lg • Round corner with I/i` radius standard ipe' Size Inches Z Hale Hole crew -size Gauge o►7 Ala Count 102 x 102 8 1/2 x 12-2i 11A X 12 Ball Bearing - Heavy Weight For use on heavy weight doors or doors raquiring high frequenry service 1,,.ECBRI..l 02 Steel with Steel pin ANSI A8111 ECOB1 102 steel with Steel pin NHP -ANSI A8111 ECBB1103 Brass With Slairilass Steel pin 4112 x - ANSI A5111 Stainless Steel with Stainless Steel pin ANSI A2111 ECB01 103 Brig, with Stainless stool pin MFIP - ANSI A5111 Stainius Stool with Stainless stool pin - ANSI A2111 , Four ball bearings Standard Weight •. Nan -rising rnmovillin Pill With bUTIOn tip and phip Ball Bearing For use On mediumlmelPIII boorsor doors requiring• crew size Wood modluni Frociumy sorvien 'Belal. I couni 114 x I14" 0.1808 — 1p -P4 1114 x 12 EGBO1100 steel th Steel pin 127 r 114 0,19 8 1/2 12-24 11/1 12 ANSI A&133 ECBB1100 Steel with Steel pin NRP - ANSI ABI3,j "..'ECEIB1101 Brass with Stainless Steel pin 4112 x ANSI A5112 Stainless Steel with Stainless steel Pill ANSI A2112 ANSI A5112 Stainless Steel with Stainless Steel pin ANSI A2112 • Two ball bearings •Non -rising romovi , blo pin with btdtQn tip and plug nL, SIZ6 5 6"M Hall In 1:1 —1/2' x' 12— 24 11 Ua x'12 41/2 x 4 1114 x 102 0.134 8 4112 x 11,/4•z1 800-325-9995 v' www,hapercaram ,, 01414/2006 07:15 3216366098 Bent ,Pyo ' fi�w�lu�d 1 M3,ry 1 D0'n'tARtl;a- 010010a 10:31 AX Sias 427 1000 BUDGET b-JINDOWS DOORS 1234567; Jan -3q -Q5 41:56FM, FLEMING (M'd.) RAGE 02/10 Page 214 10 nag Sal! Nate; A G�7 Genual Each j=b of Me, dow Faroe shall be provided with w0ors -to lila Euc w411 coastrptcdon to which that part of Me door &arras (Jamb) will be fhmv d. F akh =b for openings up to and Including 60 kdm ho s'haTl'b� p vv4o witp two mrhors and an additional r shall be pmvided alt each ji b for addatiot al 30 inOes Qf bclgm ®r Aractivnis thereof. G.7.1 Masonry AmAuarx Adjustable waamy anchors shall be coAswumed of stat less *11n (V.(461 - O.1?Q3" (18 gauge) s"l, 3' May be flar or comigetred. Mavnry nrapa stia11 be so long minimum x 11x" wide minirow,, The strap with IN armor shah be sc=w To The U150a wffa farce 0" the jambs. Lmse "'T" saehors - "T" Type w4&u and Pr rootless than b-046" " 0, 009" (18 gaUgc) steel by 10" 1o0g. 1 gvse wfrc a=hors nmy a1sn be vaW ($rbc Drawing #MZ7), Exh in$ Mmomyr airs - minim �%" 4tw4a flat laud bolt � ad su el expMion rhq!O moist be used, Frame soffit to we 7116" countersunk iao1e * fat it. Eltbes ioase "wi>ag" anus (See WlkwWp #p-04 eud NQ7) or fwwry rehifYrrced iiia Pcz CAM-S]0S prepamfim must be proviOul. Anchors are localod 6" max from th® top anti flattop , Qfjamb with intermgdWe anchors oquapy spaced 28" man verde r to enter, G.7.2 - eiH Anchors Welded -art &UW anchors for wood stud, at Welded -in "Z" rypQ.a> hor for owel, or Comb(nation Mei stud/wood .stud 10060 Anchor 0.038" - 0 A'V (29 gauge) (see DnvA nes #M19, #M19A and #MV). T'msion anehamnM be svpplial far 0.059" .0-003" (16 gauge,) air (.046" - 0.003 (1$ gauge) intexior d"Bill fraxaw- IVOTM 1, Wbw a is MOMW td meet CAN46 31059 tho Tworonents of CAN44105 telae prvct4 at ®ver the ranulrements stained hardn, t°d JAdST . C11 6210M 02 'u e f "ON cNOD 01000 11N = WMU 01114/2006 07:15 3216368098 BUDGET WINDOWS DOORS PAGE 03!10 FROM : RLLSOOD COMMFRC 1 AL?DCnR CORP FRX Na. '.3216377001 Jain. sly 2009 04:14PM r'� giant Hy: ; R®a®ivaQ: 1130/uS 100AAM; 1 3458 ; <1an•�Q�ae �s80P�; PR9e 314 hod i�7 1�m� -A 1�k���H7.; Png® u 41iao�pa i0.�a �x 00b X27 1680 �L�pt�rra r�aua '"I VJ ro SrZCMCATIONS ' J8 r�T PL S RNC ► cp CAN4-SI i 4 SMOdUdSpOCifirolin for Fare Door Frarnes, meeting $p MfOrm2um T;T&;z PAt by CA N44104^8511 . DeQerll> PMsWd sural door des (16 gaugn) (knock -down or welded, up) for imtrl tlou�,Wi L 3 bmr, 114 hour, 14 parte• or 20 Minute !DCB[ 04% in Md S W - i 00d =4 d� yWaU OY Mu=y op:ning . Frame R: RefC to SIcAftrd ft Fabrication Dct4s. MaxIMUE I, UIlawable Sin.- S'0" vada x 10'0" NO 4'0" We x 1001 hio (Ainglm) Doeble Rat NA SIIngle Rabbet, l'mb Depth: I V;�" min. _2" xztsx. Faen: 1 K" rte, mex. $90. v min. Sam Re bI®q' Jamb Depth: 21j" mica, W, MM. Fate: Z" min.. 4" max, Soffit: 1" .min. (See Rpm 02 CAM -SIM ($a Drawimge #61 &x+622) PI 01).14/2006 07:15 3216368898 BUDGET WINDOWS DOORS Be,n ; by;' ; 1234 87; Jen-ZP,a® C5QPA; =,IIQCSaL%rwa; ro/ngla %o:BZ MA Raz AR7 6"a -� 1 aaa®r; o qa► 05,00/08 0:42. FAX 005 427 too$ FLEKIM MANUFA Gr ffl—"LA 001 1* am Frame 1) Rebatel Rebate N Mverial Jamb 1 TWoat Fam L tF WW- 40MI69 , "9j) PAGE 04/10 P�ig4 4/4 Rh 004 0ed steel door kamo, 3 sided or 4 sided (Wig - rabbet, welded -up fqr etion in 3 hour ma4my or dryvr,RII it>oadocn. 810" (See Drawing #10) $10° (PAIrs) 0LD 6" -1ZAW (14 pauge) 4%" min, 13" mac. 4414° thin. 12" Max. One Side: 2%11 to®its Side: Zai+" V, train �n Side: Z7,rhs" Sec 171raWi3W Phmh belt ..F*. Qaly (-5,,e Ovatey;4 ,Requixmnat A +.3 & G.4). Dbe Opppr & Coordimtop - Sw.. Genes Apquhte oent G-5. Stlike - Singim Only (5oc Drawings 0-09 & A M35 i. WrAkW tht: Genual Requilemew [s_6.Z or OX "L" sbqxA, 16 gauge. 4 spot 'wrIO (See Drawing Mvpdq thr GencrM Zt lremeEft G.7 -4 G.71. 1. g;a^ CAN44 (See Drawing ), ExhAing Masonry ARchors are IQnaled 6" max from the t ip and botfom of jamb with Intermodlalo Anchors equally spaced 26" max :onter to center, =d t :r0 S,0e�: 02 'u'!',r Tr OLZ-Z9TF-5' 'ON X�Aj rlooir1'IH; WOJ-1 01 /14/2006 [7:15 3216 68098 BUDGET WINDOWS DOORS PAGE 05/la - •,r'... r,ca.fa<drrn c. :N!•, :: er ., ;i.'!;iilr• r,d'; id: :',ri;. +;r:. �.px-_ __ - 4a -DOORS MATERIAL: Galvanneal steel A40 (Metric ZF120 to ASTM A-653) GAUGES: Available in 20ga, 1 Sga, 16ga, & 14ga OONSTRUCTION: Edge: Continuous, mechanical and filled interlocking seams (14ga tack weld and filled) Cores: Honeycomb (standard), polystyrene, polyurethane, steel stiffened (laminated w/fibreglass fill), steel stiffened (welded, w/fibreglass fill), temperature rise rated End Channels: Inverted top and bottom steel end channels with closer reinforcing HARDWARE: All doors are reinforced to receive standard templated hinges and standard ANSI lock types REVERSIBILITY: All reversible doors are supplied with top and bottom closer box reinforcing NET SIZE: Frame width less Iia" (Ve" clearance on each side) Frame height less 7/a" (Va" clearance on top, 3/d" clearance on bottom) LABELLING, Baron products have been tested to comply with the following standards: UL 10(c), UL 10(b), ULC 104, UBC 7-2, ASTM E-152. NFPA 252, B3476 Part 22 and Miami -Dade County Protocols TAS 201, 202, & 203 All doors have pre -punched label holes SPECIAL DOORS- Embossed (6 Panel) - 20ga or 1 Sga SW Series 189a, 16ga or 14ga (steel stiffened & fully welded) Temperature Rise Hated Dutch Doors Acoustic' Lead Lined Stainless Steel t , e 1 r-3 1 � 01/.14/2006 07:15 3216368098 BUDGET WINDOWS DOORS PAGE 06/10 _ MIATERIAL: Galvanneal steel..- A40 (Metric ZF12Q to ASTM #853) ......... _ . G®NSTRuCTON: 2" face - unequal'rafj�iats MASONRY. 18ga & 16ga knocked down or welded 14ga saw mitred or welded Welded in floor anchors 1/2" returns (except 5 3/4" = 7/16" returns) Standard & engineered jamb depths available DRYWALL: 229a (interior),1 figa & 16ga Tension anchors welded in Strap anchors welded in Standard & engineered jamb depths available EXPANDABLE: 16ga punched & dimpled in both faces as standard Jamb depths; 8 3/4" EXP - Expands from 5 1/2" to 8 3/4" 13 3/4" EXP - Expands from 81/2" to 131/4" HARDWARE: ASA strike with integral mortar box 4 1/2" high frequency hinge reinforcements LABELING: Baron products have been tested to comply with the following standards: UL10(c), UL 10(b), ULC 104; UBC 7-2, ASTM E-152, CSFM-43.7, CAN4/ULC-5105, NFPA 252, SS476 Part 22 and Miami -Dade County Protocols TAS 201, 2Q2 &,203 All non embossed hinge jambs have pre -punched label holes Embossed WHI label on selected product SPECIAL FRAMES: Double Egress Transoms, Sidelights, Windows Contra -Swing Communicating Thermally Broken Dutch Door Frame Acoustic Lead Lined .� Stainless Steel .- ::.. ... ._.!.,...n....n....•.:a4...a:.nm..�__—�—.e::rt:f.:.w ".rc1i.C:,:i•h•/_ F:M�.•6':'•. ,..Gnt. :'t HiPy 15 00 12: 33p Baron Metal 1 630-233-,5029 NiIA�Y1-�ttS3 COUZv i ,1 LURIDA M I A M I DI�DEP.rLER BUILDING 1,1F-T20-DADSFLAG BUILDING CODS it1 1I'LIA%ICE OFFICE (33CC0) 1.40 WEST FLAGLER STREET, SUITE 1603 AX(3 PRODUCI'CONI OL))WISTO�i 2,5,29:11, FI33330-1963 (309) 375-2901 TAX (309) 375-29N fl,'O ICE Off' ACCEPTAI'vC (I`';OA_ — -------------- --- Baron fetal Indusfiries Inc. !431. Ashbridge Circle Woodbrzdge, oilf=:ria, Canada L4L33Z5 scopI--.: This NOA is being issued under the applicable rules and regulations governing the use of construction mater,als. The docurnelittation submitted has been reviewed by Miami -Dade Co, ntV Product Control Division and accepted by the Board of Ivulcs and Appeals (BOP -k) to be used inNliaml Dadc County and other areas whcre allo-,ved by the Authority Having Jurisdiction This Trp,A, shall not be valid after the expiration date stated below. The Miarni-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in arc -,8 other than N11arai Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or, material fc.1lS to perforin in the accepted mariner, the manufacturer Nvill incur the of such testing and the ='I -IJ zna� Imnlediatci�' suspend the use of such product or material �ti'ithin their iurisdiction, BOIP�A reserves the right revolve, modif},, or it is determined by Nliaini-Dade County Product Control Division that this pi"od�.l to revolve this acceptance, if ct or . n.atcrial fails to meet the requirements of the applicable buildinZ, code. Titus product 15 appro',,ed Rs described herein, wid has been d'. si?ned to comply vita tllc Florida L;uildl"lry Gods, uIctudinS the; High Velocity I-1 I" IC tr,C Lolic. ESCS-UPT>fON: Series "FS16/L2071 blush Outswing C'orma-lerSteel DaOrs-impact 'pP Z(-)-V.AL DOCS INN NT: Drav,ina No ` BNI-001". titled `Se,Ties FS 16,x--'20 Flush ,i e, i)t t -S1: in_ En_: an.: -c Door"- sheets 1 Brough 7 o'17 pr. -,pared by rrlanufaCtL're, datce, 02/10/0-4 ancl last Tcviscd on 1ji)/1110 ;r, simi :d by Kelv),-n Willtfl::ld, I . t ., bea Ei?_'_ the P'llaml-D<i.::C County Product Control ATiprc'; a1 St2.'111i \V1tCi tllC o,,LiCC. O:� AGCepLHnCc- n lRiver a ld f:DprGV<"_l C iiC by th; Mi r,l:-DadC CGtln �' l'I OdllCt CO trC;l i�t`,'IS10R. 1' 1:5S=i,E 1NIPACT PATI �iC: Large Missile Impact J?csist:=_nt _ fl s I iltiC: FaCh unit shall bear a p"errnancnt 1abcl with the inallLlfacLuier's rIc Zn-. or,l0'o, city, S% to aiid Ol1C1V'in� statcIncnt: "lti'llanu-Dade Coui ly PlOduct COn i01 �;pPrOV 'dL'.IilL5S of erti'1Se n�Jtf Cl 1:�3rCln. VVAL of this'I<0A shall be considered after a reneti al application has been filed aid there has b :en re ? rr C113n C iii file al7pllcable build-tii� Code Ii n2t1vC1� a{ieCting tale l�erlUrET1 I1Ce Oi t1i1S j7; O 1C't. Tl �;^ ATI �i of -Chis A �':dl 4CCLr after t17 e:iplr i l tl?ie Or if tl 'Cre has been a rEV15'.QI2 Or Ch2n C li; t?iC rr1 i.e::l_-1S, use, <LnQ/Or, ZC1�11llLu.Cilll'e OI tl-i.0 T1roduc`t or process. i`111susc of till's NO �1. a s ari cnCiors:;i c—i t Oi artti product, for Sales, advertlsHig Or any ot11Cr purpoScs shalt i -1to rianc,-11y tc miii:c di,s N10 Vii..{"ail'.iie t0 COIiiplv «'ifr a 11 section of this NOA ::h 1_I b- cause. for terixzillation and remo I of 1'rOA. Ur preceded by tlic ;s 1 do CouLity, Florida, and folio,,: cd b%; Ti)-Itis;?�1 n�amb� ' ��orc.a inti rn.-Dti.a., _ Lire CXpiraU011 date ma',.' b'c dlspl-iti'CCl 1R ?i'Cr L1Sln? 1:ieraturc. Ir OS1} porLio:i Or ti:e NO��> is diml^'.`e: N,13 15 06 12:33 Daron h!e•val ._.._-.._.—........__'__......._�.- r..._....._ ...... . I Baron 11�et:1l Inclust.rier, 111C. NO' IF— 0 , A.sCCF, PTA,N, C : E -) NC T UBib FITS A. DRAININGS 1. Manufacturer's parts and sections drmVin�s. 2. Drawingltio "BA11-001", titled "Series FS1 6[B20 Flush Sty Out -Swing Entrance Door", sl?eets 1 through 7 o'17 prepared by Tnanufacture, dated 02/10/04 and last revised on OS/11/04, signed and sealed by �.eivyn �4T1rt1ie1d l'. E. -) a 2 �. TESTS . 1, 'lest reports on 1) Air ljifili ration ^, Test, per FBC, TAS 202-9 2) Uniform Static ;'-jr Pressure Test, Loadi7lg per FBC, TAS 202_94 3) Nater Resistant Test, per FBC, TAS 202-94 4).LaMe Missile hnpact Test per ;SBC, TAS 201-94 5) Cyclic Wind Pressure Loading; per FBC, TAS 203-` " 6) Forced Entry Test, per FBC 241 1.3.2,1 (b) and TAS 202-94 Along -wiiil mark -ed -up drawings and Irlstailatlori dlagrcarr, of OUiS`+' Ir? StGei d6or, pi-epared by Fenestration Testing Laboratory, Inc, Test Report -No, 1'-T1 409; ( 1001) dated 0211;?!04 si5zned and sealed by Edmundo Lard acspada, P.E. Note: The above test report leas been revised vi'th addenduli� let �r s dated 7�lne 1 `�, 2004 and August 03, 2004, lssuccl by FcncMratloil testino lab, slan(-; I3i1d s--! 6 b}' Edinundo Largaospa da, RE C. C LC Ii_1l ATlOi a: j, A-r1Ci,Jr Verlticat'on Calculations, dated 03-26-01 a nE reg dl O e 1 0' 04--04, pr epar -d and signed and sealed by lel ..yn t%Vhit:ield P. E. >J" A. 1�'�I ?naJ 1JC_C!-. Building Co ie Com, a,, 0i`?iC'C (1� �,CCJ i_ -,ATS 0 -- ensue Test 1epOri NCS. 3, dated R, 16; �0� , IsSu2C_ b� 1 Cil SiI�1i1UI. � --L ..� E aboratol per AS 11uit,-A370-972 s�,gricd ,�, s :IlC try t C'r:?rind0 Lard; 2cspada, P.T 1 �', S J L. �IOtI 'e Gf AC Coat n c lac. %-t I O ,0? is ued to ^�paGf i rOdUCiS C�rI?7i.ri`y' iso "EPS-cxpaTIdc:d I'Olystti`rGI:E' lI�Stlat'Oi?' C'.YICii1114 �Jll {lii l l.i2CO7. �. Staterrlent leiter of co 7TO1-TIM- iCEa ,P. C; .i�0 iT'l it Gl I; i+ 00'iii d. -,t- 1 02/2 7/_0". si rued by KcMri G1'1?itfic.Id I'. .. ? f r r i ^n 4 ctL1 rctCr 1.iiC._ C_s _µit J ,�`.,'t2.te:PtiI?t lett"," Oi COril i11 .A1Cti I;iSLt:; by i'E;i'iG�i:�llioi7 t { , ofabove � reicr�.,.�e,i �.,�)L Icuort-. 10 T HER 1. � anufacturer/Distribuior agecmei:t betv)(211 Baron I✓1= al Inriu>J�r lnc. azeT y I>ld Products, dated Dilly 30,200^ -Cloy 19til, 2004, s',Smcd by respeCcive Officials- '''_sl: aq 7 4?handa, k roi311ct Control �=�iirLtlTl l" Y ,plr .1011 5«ii(: S)e. }te b�5r 02, 2009 Approval DatC:02, 2004 i1a� 15 00 12:34,p Baron Metal. 030-2S2-5035 irJU(i'.i1it Acutt"Ci.co riSsl. slice G"RL^..4n:.�.�.::2::^.IF:nQX .�e,.'^;�. ..:-c:�,^_:,r:]:.7:.CC:utt"';�'/.;:..J.:tt•'Tr';uz5"'i'eY:a+Tcrs: ('rMT:: :C:-,.r..s.:;�.-. �.av-.:�::.e..:.:...::... i�r:m r(.uD .0 �ti. elm" 9t ,yj3r try �4 {r>s}F " C i %�.�' & ,,,.rv..✓ u J ., wv"... <.. rte;; i' s '. 1677 Wcst 310 flare T`, 11"(I'i. ft. 3=2 Nwt ;05/09-7877 RC. ;T. 5/811:1-l9W) ' OFFICIAL i EST REPORT Cera. No. 03-0821,01 Ruth, No. FTL 04002 Lab, Numbcr 4092 February 23, 2004 I:eport Number 2 File Nurnb:;r 04-370 Page Iof7 D -616a P+ ANUFACTURER: Baron MOO Indust ics, Inc. SPECIFICATION.'S: Miami -Dade County ADDRESS: 101 Ashbridse Circle Pmmcol's Tt.S 20*1 Woodbridge, Ontario, Canada 1-41., 3R5 202S-,203 DESCR.IP-110, l OF UNIT 4iodc�l Designation: Series: FSI &132t Oat-s+.tin Q Steel Entrance Door Overall Si c: 6'4" 176") by 7'2" (fir," ) high by 5050" deep Configuration: XX D. SC She of Door Panels: "I'v,o, T 11 39"P5 3141 by 6' 1 1 I/S" (03 US"j Hilts-: by 1 3'4" deep. , ATERIA L CHAR2-,C TEFUS`hZCS Frappe Construction: Nb gauge faue has �.equal leg typL '-an~, butotis vitt ", gra Ialparncil -ish. upper baame corners are tabbed over anti Lave wAdd liUtc:ad Iohn that are ground smomE Lower corners "ire not Owned. tkh: I c'c.4- >, threshold has a mill finish wit ]"high overall interior (:entire and !Ad AV a ,.-3, thr_Add has a mil! finish Tvith a !, " high overall interior flange. Size of frame znen1crs arc as follov.s: threshold '/z" by 5.000 tii, cshold 1.000" by 3.312' frau:c head and,frarn:: jambs 2.000' by 5.750"_ Frarne member are solid for.t.:d shaped with ,_ t~,�ical �+,all trickn�.sses of 0.059", Dow Panel C_.onstvuction: "20 page dvo'.I ned swel p.^. el has a continuous socia^r; cJa l ti?2i is sp of w---Ijcd. u2ii.,11- 2 &A -3, panels %vere comprised of Loney comb and LOA -1 A-4 , polystyrene core f 11 bonded to the inside face of the steel door panel a gra,r finish. One 1 114" by 1 1l4" by 1 51S" by 34 3l4" lona steel channel, spot welded to skinpanul at top and bonorn, 1 114" frons each end and 2" on centers. Door parole are 13M" deaf). Weatherstripping: OuaraihDescriptio;: L.ocatlor, Double ro%v I adhi sive b::ck vinyl bulb at frarno load and frame jams):; Single rov.. vinyl bulb – ( at ihresho'.ci �— -- Skye rola VIn`r'1 ber,Ab at weathstrAN= jdaptor ITdrti i and frame f ----- jambs _ _ r— - Skye rosy aC1J1e6w back ham t u- at ywathor suip adaptor at li::JethT panel and I I active panel Alote: "I" desi6mnate.s measurements by lcrbwcm3, P.3 15 06 12.35p Baran flotal ........ .. . .. -- ..... .. . ..... 0 G 3 0 - 2 3 ID - S 0 30 NIAT ElUAL CHARACTERISTICS f . o' -P r i'.) Ccrt. Nc� 03-021.01 Auth. NO. FrL 04002 1- lb. N, uy iD c r 40 ) 2 February 23, 2004 Report Numnber 2 Dile 'Nuin'),-,r 04-370 Page 7_ of D-6168 onc Unit 11-3, surfacc mount stainless swcl (leacl Dolt at lock sti1c, 40 lock systcn-I, !I-cy operated Oil fric exterior Nvith I.D 111'.xrks Yale sul-F'Cc mount Stainless Stcej lever IyPc nt active pariell, 36 '/2" from botmrji ji,in,fflc, key operated on the exterior, with Tio J.D. Unit A-1, A, -Z A-3 A-2, 4 V,? long steel buit oizl �it frin-i�,, jamb, 10", 42" mrd 74" fi,oni thc bam olie A-4 , 4 WS" lan;* sia:ITIIeSS steel flus"I j-n0j)TIt strjl,c pj-,itc, witli no I.D. rnarl-s at rii'hinactive; 1'-'an'cl 1'-Ck stile, 40" fi-olil 1.10ttolni jli One U,,; i ; A -7, 4 8 " I r, n 'e- s 111 c 2 S S t c c 1 flus M�0, ll<e at V 5�h' iflac�:vc' pLu-cl IOC!. S61C --0 �' "Nota oil-, StTjplxite, wiLll no I.D. Two Ur,,jt,,j 1. /1 --3 marii lally operated Flushmount at right inactivz.. panel lock stile, 12" from c concealcd f-Insh 1)0jt-c;, %vith I.D. 296 G 7f�v[luh" "1 111-2, Surface im, ount met '1111C kcel)er, with I-10 at rcn�ovablc vertical from bot, o -i -I "VC) no I.D. nt c I-', o,- c) r-, 2,,-, c 1 4 "U" fi o iii ol f 0;11 UI';L i% -I Ci. A -ZIT' stzinlcss stc Strike platc, with no ID. maFks One Unit Ae- surfijCC MD1111'stainless steel Ic"'Ctype at ICR active panel, -fonbotton) i hat -1, v%Ith I.D. n-Litks Y?,!-, One Unit A-1 A-4'surfacc mount stainless steel dead at loft active nanc-1, from bouol-n boll lock systcrri key CP.Lr'tcd On the "tcrlOr 4nd thumb turn operator othe interior with no I.D. r, marks One at lcfl active panel, 40'' horn boUonl—1 Unit A-1 A-4 Surface mount stainless steel IC -v r IlaU .15 OS 12:088 Baron Metal GO�J--2fJ3-5�3J 11(lATEIRIA:L w DAD-Zt-'XIFRISTICS Ccrt. No, 03-0821,01 Auth. No. F7L 04002 Lab. Number 4092 February 23, 2004 Report NurnLcr 2 File Number 04-370 Page 3 of 7 U-6168 104 Weepholes: None Irlt:llion: Unit A-2, one 83" long steel remo,,able vertical mullion, located 37 WE" from left. IZeinfor ceinent:. Unit A-3, 16 gauge steel lock box reinforcement inside panel lock stile. Unit A -I, A-3 & A-4, 12 gau e basket lock reinforcement inside panel lock stile. Unit A-1, A-2, A-3 & A-4, 10 gauge steel plate inside frame at hinge locations. Unit A.-1, A-3 &, A-4, I89auge steel strike plate, inside inactive panel lock side. Sealant: Perimeter of hinges, weather strip adaptors and hardware on t}ie interior and exterior scan -Ls were scaled with a clear colored silicone. Punic comer and installation screws were sealed vn`dt a clear colored silicone. r ddition lcsc: ipt,on: Butt hins;e were fastenet3 to frame jamb wild four -1,11o. 12-24 by 1'2" fiat head machine screws and to panel jamb stile with four of the same type and size of screws. Unit f,-1 c, A-4, tested with an alu.rninum weatlacrstrip adapter, part No. 23, at frame head and franc jar b, fastened � ith a single ro ,v of, lo. 8 by 3/4" pan head self drilling SCCCw'S with the following spacing at frame jarlb from I bgUnj 314 CW" 12 3A% 18 WA 24 3M% 30 36 v4% 42 3M% 48 3/4" 54 3/^.•".,.60 314", 66 3f4", 72 31 x" and 78 3l4"; fmnme head from left, 314", 63/4", i2 3/4", <n h ,- f �,� )n+� 3WAS �« c �t" •t" r tr Ui;iz A -t tt A-4, tested with an 18 3i.r , 2.7 3f4 , 3J 3I�Y , 36 3 ., , 42 3l-: , 8 3l<; , �4 3/ , 60 3/�. and G�> �>,•,. alunLnum 1,eathers ,in ndapter, partNo. 15, at inactive and active panel lock stile, f2st�ned with a sin;glc row WK. 8 by3A" f 1a bead self driliIg screws wild the following; spacing from boiaom, W% 6 W' , 12 KA 18 W , 24 Hn 30 A", iu i �% 5 IO , t rt 1 n ) P'n --tr<'ted into f1-2P10h'-ad and 36 ''/z". 42 :� , 4i; 'l �-r r_ , 6G /� , 66 / , 72 /�' rid 78.1/z". The flush Lops ilas 3/�>" p:. f <' frame All and fastened with four No. a by 1" flat he<A machine screws at Aght hiactive panel loci: stile. Unit test 101,11 a 1/4" shirr: space botwecn fram,c and test IDuck. Linit InMaHauon: 'rest titin 1I151alled In a 2 x 12 pressure ireateC wood test buck wi--1, z 2 x 6 buciC sat a uunhold. f=rame jambs insW10d with a Aye row of 3/8 by 5" long flat head wood screws. Thnc-- :old installed vr,th a sing"11e ro;v of No. 1002" flat head wood screw- Location of installation screws areas fol lows: R2!n'e j mbs fro D the bottorrr, 6' u. S t r 3 1I"�" 17, � �1' " �r2 3,'[�n, 55 1/4," clld 6J �' ". 1I1CrC til'Crc'. I7o 1i7Stal.�:a 011 42 I ", and 76 , Uumho,d from dw l.'.,,., IMA , fastcncrs in frarnc head. Product ]binrl6nr s: None GFFICIA�L TEST I I C of Test 1'dm u:i o(1 Unit E> - 1: 61.01`; 23ctr ov ieter: 30.10) Air 1nflluatlon Test: (1,ST I E282) .; I.57 psf 0.95 cfiIn'sq.ft. Now: lO;iCi l's.S15 }Vi.'Tc COi:(:.(Ct2(i' 1b'L`%ZOaI 11:e ,�!!S%I boils engl ZcC'/ V, .Structural Load: ust: Posiove Loaf: 313 psF lie;-'(�Ct10Il RcadlnLL', at fr<an-ic jamb 0.097" Reading at frame Bead 0.196, Reading at loch: stile 0.275" /z Structural Load Test: Negative Load Reading at frame jamb Reading at frame head 0.230" Re ading.at lock stile 0.317" 35.3 pst 0.01 I" Oki 8" 0.027" 0.015" 1029" 0.031 " Rcmarlis Passed Passed Passed 11a 1 '15 06 12::36, Darori H ota). G30 -293-583S � Q Ccrt. iti'o. 03-0821.01 Auth. No, EFL 04002 Lab. Number 4092 Fcbruarj 23, 2004 Reioort M, rnber 2 File N"L'T?Qber 04-370 1'-,gc 4 o17 L-61 6-3 Plas _cd D' "A OFFICIAL TESD RES:JL t S .1 Itle of Test I'! Unit A- 1: (contllllled) Note: The follolviM" 10c'd Ie3't S}'CIs coilduc.ed with thcflus,h bobs e7zga ed. '/ Structural Load Test: Positive Load 56.3 psf Passed Reading at frame jamb 0.I22" 0.026" Reading at frarze Bead 0.270" 0-030" Readu:g at lock stile 0.350" 0.036" 5z Structural Load Test: Negative Load 56.3 pst Reading at frame jamb 0.130" 0.031" Reading at framY head 0.362" 0�.012" Reading at lock stile 0.5,'5" iJnifo r;l Desi ,T: Load Tesi: (r:STNI L330) Positive Load 75.0 psf' Reading at f,arr.c jamb 0.15""" 0.033" Reaciil g, at frame head 0.358" 0 ('14 81, Reading at loci; sale 0.418 0.052" Uniform Design Load Test: (ASTM E330) ;N!egativc Load 75.() psf Reading at fralrtc jamb U42" 0.040" Readingg at fraine head " 0.460" 0.058" Reading at lock stile 0.862" U.082" Water Rcsistaricc Tcsi: (ASTM E547iE331) 11.3 psf Uniform Stn:chtral Load Test: (ASU.4 E330) Positive Load 112.5 psf Reading at frame ja lnb 0280" 0.039" Reading; at fran;e hcad 0,4`)7" 0.063" Reading at lock stile 1.74211 0.1 17`: Unifoml Structural Load "fest: (ASTM I3330) - Negative Load 1 12,5 psF Reading at frame jamb 0.327" 0.0^ Reading at frame head 0.554" 0,071 " Reading at frank sill I.2,05" 0.13511 Forced Entry Resistance 300 pound concentrated load perpendicular to plane of door: -within 6" of lock at active lock stile and within 6" of the top Ccrt. iti'o. 03-0821.01 Auth. No, EFL 04002 Lab. Number 4092 Fcbruarj 23, 2004 Reioort M, rnber 2 File N"L'T?Qber 04-370 1'-,gc 4 o17 L-61 6-3 Plas _cd D' "A t1a�j' 15 ®G 12:37p Baron llecal 01 I''I"'-sAL TEST RIESiILTS Title of "fest ib:^nsurCJ Unit .`'1 - 2: (Temperan:re: 78.0 F: 3I1. I l) Large Missile Imp act Test: Center of right panel 49.8 ft/sec, Lower left corner of right panel 49.9 fusee Center of lock stiles 50.0 ft/scc. Lower center corner of left panel 50.1 fusee. Cyclic Wind Loacl Test: Cycles Positive Pressure Deflection %t ve<<ict.l i-nuilion Range Cycles Duration (Pmax=75.0 psf) (seconds) Dcf7ection at locl, stilt,: 0.0 to 0.5 600 1.0 0.0 to 0.6 70 1.0 0.0 to 1.3 1 1.2 Cyclic Wind Load Tcst. Nestativc: Pressure 630--23 3-5320 Doflect.ion at vertical mullion Deflection at Iock stile Deflection Lit frar;ac licad Deflcctian at fr ac ja;rb Permanent set at lockstilc Permanent set at frame° bead Permanent set at frame jamb Permanci.t set at v;;rtical rmillion Range Cycles Duration Deflection %t ve<<ict.l i-nuilion 75.0 psf) (seconds) Dcf7ection at locl, stilt,: 01.0 to 0.5 600 i.0 DefIec6on at fnamc l�e2d 0.0 to 0.6 70 1.0 Deflection at fr;mic j .ri b 0.0 to 1.3 1 I .l Permanent set at lock- stile Permanent set at frame head Peru;anent set at frame jamb Permanent set at vertical mullion Unit A -;': 61.0 F; Baromcicr: 30.70) Lark Missile Impact "fest: Ccntcr of right panel 50,0 tiJsec. Lov,w left corner of right parcel 49.9 fusee. Ccntcr of Iock stiles 50.0 fusee. Lower center corner of left panel 50.1 Wscc. Cyclic V, -'Incl LO:d Nest: Positive Pressure Range Cycles Duration (Pmax= 75.0 psf) (seconds) 0.0 to 0.5 600 1.0 0.0 to 0.6 -70 1.0 0.0 to 1.3 1 1.2 Deflection at lock stile Deflection at frame bead Deflection at frame j;-, fill) Permaricrat set at lock stile Pcnnancnt s, -t tit frame head Pen-mincnt set at frarni: j anib Ccrt. No. 03-0821.01 Autli. No. FI'L 0.1002 1-2b. Nurnbcr 4092 February 23, 2004 Report Nur btc,r 2 Tile Nu„rb �ber O-370 P•:ne 5 of I D-616, Passed Passed Passed Passed Pa'ssec3 0.215' 1.85 7 0.4 2' 0.ITI" 0.07" 0.027" 0.07.0" 0.026" Passed 0.310" 2.021 ` 0.i1�"9, 0.266' 0.100" 0.032" 0.023" 0.031" Passed PasS-, j Passed Pa -Sc d 1.479" 0.415 " 0.177" 0.0&3" 0.0 28" 0.021 " 7 15 06 12: C?p llat-on hleca3. Aide of Test Unit A - 3: (continued) Cyclic VAd Load Test: Negative Pressure AdC'aasur'cd Range Cycles Duration Deflection at loci: stile (Pn}ax=75.0 psO (scconds) Deflection at frame head 0.0 to 0.5 600 1.0 Deflection at fratrme jarnb 0.0 to 0.6 70 1.1 <'errnataent sct at lock stile. 0.0 to 1.3 1 1.3 Perruanent set at frame hear; 0.0 to 1.3 1 Pecm ncnt set at franc jamb Yltsi! i1 - 4: (Teiwperature: 78.0 F, Barometer: 30.1 i) Larg=e Missile: impact Test: Center of right panel 50.0 Rhea. Lower left corner ofri;ilt panel 50.1 fusee. Center of lock stiles 50.1 rice. LcAver center corner Olt F, panel 513 iL0m. Cyclic. NVinj Load Test: Positive Pressure RL'n Cycles Duration DcihC60,'. at lode stilC (1'max-=75.0 17s,) (seconds) at frame iieaci OX to 0.5 600 1.0 DeNC6011 at .f anic jars b 0.0 to 0.6 - 70 1.0 Pcrmanen;, set z,t lock stile 0.0 to 1.3 1 1.: Perrilanent sci at fra.mc tread Permanent set at frame jamb Cyclic Wind Lond'Fest Negative Pressure- Rrmc Cycles Duration (Prnax-75.0 psf) (sec011("s) 0.0 to 0.5 100 1.0 0.0 to 0.6 7 0 1.0 0.0 to 1.3 1 1.2 INUM 7Cn 4: t. loci': sine Deflection at frarn l ac? Defic.ction at frana(e jt.rl'o Per-rtancnt .<,et at loYk, stilt: Permanen, sct at franc head Perm,sIncnt set at frac„e jamb Ccrt. No. 03-0321.01 Auth. No. FTL 01002 Lab. Nu:nbcr 4092 l:ebniary 23, 2004 Report Number 2 File Number 04-370 Page 6 of 7 D-6168 R;I- nrks Passed 1.932" 0.472" 0.272" 0.100" 0.029 0.024" NOW, POSSM Passed Passed pawk 1.677" 0.4 l 3" 0,1r O.IOI" t).03l 0.02 1 " Passed 2.130" 0.515" 0.30 3" 0.13? 0,034" 0.022 15 ®6 12: 381D ?3aro 7 cor, t wal : Alto At conclusion of abo�'c testS, there was no appuent damage to unit or fasteners. lest Conipleted - Fehruary 06, 200,41 T est EY:pires-.1,a`,-u,ry 06, 200: Ccrt. No. 03-0321.01 Auth. No_ TL 0=002 Lab. number 4092 February 23, 2004 Report Number 2 Tile Numbcr 04-370 Page 7 of 7 D -616S 11einarks: This test roport does not constitute certification of this product, but only AM the above test results vsere r, ' S �01,l02 a;Id 2�'J3 Il Li CbI�iT1CC, using e C1ZS1`atCt7 ieStP] t:;L,dS ane i Steel 1!'; aCCCr(S nCC �= Itl Dsac GllTltj` i rO.0001 Tr: With no deviations, I ;r } 7_'rLICi:0- and ha1'd1VUC `-PP' C 'O'I r �.ica"dli::C � SSelTlbl}` QC4*�%li-° `'^.d�dlIP \,�i1 tl 1,I1� 0 �aI1 11Cn1JG:S, COCOrner CO9 on We and havu been compared to Tu 5i MP'.'." sul--A1ttcd cj test s::T-iVle `: HI be S "taped at rile test "O"My irOte: iCSi 5pCC11?1'�IIS 1';:,Ic Cmered +': b 11 is it! PISIC bt;OUB to SC2l Rom `Ii1 1 a v, t:] � Ask OT � ��..., - Large 1L ,7 pact ._s, C. Cli:dllL t...' Cn :n 2 per forincd, 1 ov,,cvcr this had no eflci an tic gone testi � uls. i .2 ;e rI IS_ C t a� X 4 (12Sn) wood, v;e!& Of mtssttc.is 9 11 pounds. , Vrlitnessed by: fir. Edmundo Izrgaespada, f�.G. °ver. rick Sirabusa .-? uTor of Report: Dina Cow, Lborato:r' icchriciari: We Sosa acbcrto Day oil - Baron NOW .nciustr K l - Ba+'On IMCta1 Industries, inC., (N,i:,mi-Dade) FENESTRATION f.z'J`S,-A_1i,'G, 1 ��.�, S:o't�erPo �.ot<1nio� ray 15 06 12:000 Baran Metal I 0:30 -2 3v : '`1 3S P.10 /iC£..tltt`'[) fI`;`. W, nee - �� �y,,� � '�. :-fj � +• � is i 1 4 f`.i. s y.- il f rC.' �,f 9, "', 9,7 .,oaf , r x , �� 9� _ . +?'.� i�� f I J r J !f js r IC n:r r �.�, fel N. ii. ' ° ,✓ �,:, t .df ',, �'t �'.rj .I is->:.✓ f � - 'tt r .'�.'� .s ,� vw � � . E 1 J r. •f.. n c fat b i ] f) i l J S ,ni 1. t .... I c..c:I i tl, i01'J 10 79!) \y� Kr I � , ,.. • . , �s, , Cert, No. 03-0S21.0I ,':i�_;�-^ f r✓.iii. I.i ,e � : it fi,:, 1 �., .. Audra No. FTL 04001 Lab. Number 4095 February 19, 2004 Rcp,ort Nur.;oer I File Number 04-370 Page 1 cf G O;! FI CIAL TES1' RE P01'\T D-6165 i41f UI'AC"I't1I21r;IZ: LaronN4ete1 industries, Inc. SPECIFICATIONS: Miami -Dade Count., ADDIZLSS: 101 Ashbridge Circle Protocol's -TAS 201, l,;oocibridSc, Ontario, Canada L4L 3R5 202 L 203 DESCOPTION OF UNIT Model Designation: Series; FSIUB20; Ot!t-swinging Steel Entrance Door COvaa-.ill Size: 4'4"(52") by 8'2" (9S" ) high by 5.750" deep C onfi;uralinn: X 14t:. « Size of Door PaJneW One, 3' 11 3/4" (47 3/4") by T 11 US" (95 1/8") high by i 3/4" deep. x'r":d nre Constr'uedwr 5 16 ga,ugP, fr'anic IMs an equal leg type frn:ncJ, Wat joints w4h a gray gf311•d1i wO Ankh- UP SCS Frame colrers are tabbed o ver rand have weide d nutered joints that are ground smootn. Lov"Crcorrncrs were not fastened, {1721 i:,-/ & /14, threshold has a Ind! Il h with a 1 " hjh overall interior flange and f n r ,,l- 2 &,4-3, fhr eshold l,as a nlla finish vv'ith' a " high C,vvaH WNW gen SO of frarn€, I22t rnbers an as bllowg i1'unho d A" by 5TOT; threbold 1,000" by 3.312"; frame head vW fra e jambs 2.000 by 5.750'1. Franc members are solid formed shaP-Cid with a ty'pical wall thicknesses o` 0.059' . Door Y'Lnel Construction: 20 r?no galvanneal steel Panel has a continuous locki ng sea'In to tis spot<<:elnea. & A- 3, pandsmTre compbsedof i70C3y Coill'7 and UWA-1 liOly'sty?ci'ic Co'c. rrl!l''JOI1<;CCI to 1 1 ClI al t _t'. 0 t;1C sieel door panel gray <<]�:..ur, �l fil:i;h. On:. 1 1/4' by I lr ' b I W by 3 4 _>'''..' long steel clla7 t�.a, 5po, ��rad d to UK panel at top and bonon; I 1 from c; h C ul F id 2 c'�n cen^ crs. Doo: panel is 1 3!4 LiC p. Weather Avippi ng; : L a crlicir Single ro•.. {rad 4esive baclk ; i:Iyi blab 1 at right Wnw jambs Double row I adhesive back vinyl bulb at lel: frame jambs Single row vinyl bulb Single rov..' vinyl bulb Hordiv are: One f..r.i,, 4-1 & .4.4, surKe mount sAnks steal d:an bolt lock system:, ke}' operated on the exterior and thumb turd on the interior, with Iio I.D. marls V One} Unit f;-1, : t-3 c -4 , sur[ace mount stainless steel jcV?e ty-pc hail -clic, With no I.D. n -i rks Tja!e,3 rneas:,reri,�nss by labororory at fram: threshold at wcather strip ad2utor in hamc Wed and Wmbs Locatior2 at Ioclk stile, 47 '/" I of n borto. 2.t lock SC11C, 39;/," fro;li SoiiOill Is 0G A 2: J ._J 1p Ii a i on 1 l 7 L. Cid .. '• �:. � 1 G 3 lJ 1 i Hardware: Ql;antity Descry lion 11IA'1 %RIA'. C 1"1AP_A C FER1 E ICJ t..Ui'alio,7 Cert. No. 03-0821.01 Auth. No, F TL 04001 Number 4095 Febai Ig, 19, 2004 Report Number 1 Dile Number 01-370 Page 2 of 6 D-6165 Three Unit A-1, 1I-3, A -Z & A4, 4 %" lol;g steel butt at left franic jarnb, 10", 48 '/," and 86",2" from the hinge, with no I.D. marks botiorn One Unit ll -1, A-2,&114, 4 7.18" long stainless steel -,t fr::zne jamb, 40" frons bolforn 1lmh mount striae plata, with no I.D. ilii rlcs � �Olic Unil A-3, sclrfacc mount stainless steel lcee-per, Fa, rinllt frame jamb, 40" fiolii tiotte:n With no I.D. nark - One MOW, surface mount Exit device, YAT no _I.D, marks, at 2ntcrlor of paiicl , 39 ���" f roam bovom f I Ozw- Unit 11-2, surfffice bl oant stsin.less steel dead bolt at lock stile, 41 114" from bottom loch systern,.key operated on ene exterior with I,D. lrmrksYale One Unit 2, surfa ce moan[ stainless steel lever iy;,e at lock stile, 3'/ - — nl ---- /� .frolic l_ottc ,i with no I.D. marks {�liar_dle � Cone j ME.# -1 «f--; , ? 314' lons stairrl�,ss,eca fiusr at Incl st;lr, 4V! %" fo;li i:;o'I'lo1 I rrtnlmt st7ik� �lale,t.'it1; no 1.17. r;zarls ....�______—__—._--------_----------,---------- 1niu11ioli: None Reinforcement:. CMAAO 16 gmgc Ad lockbox reinforcement inside panel lack stile. LI N A4 N2 & A4, 3 gaugo basket lock reinforcement inside panel loch stiic. Unit A-1, 11-2,11-3 ct_ �f-4, 10 gau e stccl plate inside f;a nic at Binge locations. MAI .r1-1, A-2 & A-4, 18rauge steel strike plate, inside right ti -a i,,c jan,h. Se last: i erin-iCtcr of hiI get wmather slbp ,.:raptors tinct ha; d\Vane on die inti:r l0i and ...,_ rlo; S: ams \'-.'Cr; Wed \i'Ah a Clear Colored Sllicona. Z rarne corner and 1ut2l bon screv"s ""orc SC2.0d AT a Clear colowd Shim. Additional Desc HpOon: butt hin.;Cs v"cic fasoncd 10 1::1i fr<?niC' j<7Tiu \V l four ' r " ,_, ^' inc 3 1Na.i`,C. 1, ti by r: Ti" head I'1''.._„i� snows and to panel',vith four of tie same type and size o1,sCr(:A'is. Unit Ff-1 &,44, ttstc l with all alunli.^um, �'vCZLi iSt; Ij; adapar, part No, 3, 21 franic licad and fm?'n'_ j irbr I stomd Qtli a Angle r0w MO. 8 by W pn hud = di'ilAnl , screws, 2" from each end aIld 6" on cenwim. Unit test %vitI1 a 1/4" shim space DCuTen Name and test Luck. . Wit instAlatiou: best unit lllsmilCd in a 2 x 12 pressure trCcmed wood am buck with a 2 x 6 SO strip W illl't'.5hoW, Fmrnejanibs InstAked oil a shoe ro" of M by 5" long Dathead wood screws. 1 yeshold i istallcd %vith a single rov.'.. - of NO. 10 by 2" Hat h'cad Wood screws. Locaiion of insic,llahon sue s «re as Snows: frain,-f (nilbS frorli L e bottO T , 1 1 ", 48"and 86"; threshold from the left, 9" 21 " 33" and 40 Throe vul-C rio installation fasteners in fra:mc head. Product Nlarkings: None IMau ;5 06 12:40F) Baran Metal 630-293-5839 122 OFROAL TEST FASULTS "title of Test blessur•ed Unit A - I: p`erupounure: 61.x) F; Bwwmewr.' 3(1.10) Air Infiltration "fest: (ASMI E283) at 1.57 Imf 0.95 clin!scl.f . !, Structural Load Test: Positive Load 631 pA Passed Deflection Permanent Set IOWA, at frame jamb 0.0.15" None Reading at Amme head 0.126" None Rcadin- at Tock Svc 0295" Vz SI uCtui al Load l CSC : Negadve Load UX0 P;'! Reading at i 4+iaxC J:<ill? I.nJJ+ None Reading at Name mead 0.130" None Reading at lock stile 0..331" 0336" Uniform D sig,n Lcad'Vesi: CASTS! E330) Positive Loaci 851 f Defie.ction Reading at franc, jamb 0.063 Peading at t:ra;,ic head A 169" I:C'<d; i i IociC 5[i1C 0.3.46„ LIniiorm Dcsi,,.;n Load I CSL (AS TiNI X330) h4gadve Load Reading at frank jarlf; 0.071" Rcadin+, at frame hoard OA 59" Rcadi; , at loo?c stilt: O 21' Water RUstance 1 csl: (ASTM Jb': 1 ) Uniform Structui<_I 1..Oad Test (AS i M" E330) Positive Load Rcadlnig, at frame jamb 0 33 Readin� at frame heaci 0234" Readings at Loci; stile 0.621 Uniform Structural Load "Fest: (�\. ' NI ID)(}} Negative Load Reading at 4-ra:ncjamb 0139" Reading at hank dead (1248" Reaclirtl at fran-ie sill 0.640" Cert. No. 03-0,',2 1.01 Autli. No. FTL 04 00 1 I_ab. Number 4095 February 19, 2004 Repo, Number I File Ttil rater 04070 Palo 3 of 6 ID -6165 Remarks Pas,. d 1'erinFtllCi?; Sc -i No MOW" Ci.0I8" 851 pz; PaSS 1 IN 0 me (LOOS" 0(}(1„ 12.8 nsf- Pas 1270 1& Ct.U01 " Om 11' MST, 1215 ps4 P:?sscc' 0.00%" OAK" 5" 25 ,Os 12:40P Ua, or•i Mei 33 Title or Test Unit A - I: (continued) Forced Entry Resistance: 300 pound concentrated load perpendicular to plane of door: within 6" of lock at active lock stile and within 6" of the top and bottom. (tested separately) OY ICIALTESTRESULTS IM02sured No Entry Unit A - 2: 61.0 1--, I3aroincter: 30.10 Large lvlissile. impact Test: Center of panel 50.1 ft.lscc Lower corner of panel 49.9 ft./sec Cyclic Wind Load Test:: Positive Pressure. Rl _?C Cycles Di -n :tion (Pot<x =55.0 psf) (seconds) 0.0 to 0.5 600 1.0 0.0 to 0.6 70 1.0 0.0 to 1.3 1 1.0 Cyclic "Vind Load Test: Ncgativc Pressure Cycles Dut ,ati.on (Pmax= 55.0 ps:`) (seconds} 0.0 to 0.5 600 1.0 0.0 io 0.6 70 l .0 0.0 to 1.3 1 1.0 De"Icc6o;) 1t lock sUl-,. Detlectlon at trarnc } cad, De;;ection at frame jamb Permanent setat ii}cl: stile Pc :,anent set at i,a:n : hea" Per.,.unent s et at framej:.r;.b Deflection r.t lock stile Deflection at frame: lhcad De;leciion at fmune.jamb Permanent set at loci: stilt Penn:..,cnt set at fr;:me head Pcm,ancnt set at fra ;ic jaml• Unit,-!, - 3: 30. l L1) Ln r_e i=fissile Impact Center of panel 50.0 1t.lsec Lo•�%cr corner o! panel 50.0 ft.iscc Cvclic Wind Load Test: Positive Pressure Rime Cycles (Pmax== 55.0 psf) 0.0 to 0.5 600 0.0 to 0.6 70 0.0 to 1.3 1 Cert. No. 03-0821.01 Auth. No. l- f I, 04001 Lab. Number 4095 February 19, 200.1 Report Number I File Number 04-370 1-1;.<«c4 of6 D-6165 Remarks Passed Passed Passed Passed 0.1(;0,•, 0.153' O.O S T' 0.029„ 0.G 12' None. lasscd 0.893' 0.175" 0.093" 0.0 3" 0.015" Nona II?,SsCC I'a sell Passed Duration Doflcetion at loci: stile U.S 1-" (seconds) D.flcction at frame head 0,162„ 1.0 I,cflcctio�. at frame,jamb 0.0r3" 1,0 . Perma neat set at loch stile 0.031" 1.0 PCrnlallOnt set Olt frame head 0.015". PenttanenI set nt frarne,jttnrb None Cert. No. 03-0821.01 iltlth, No. FTL 04001 61.0 {; I3wrvmgwr::iO. i 0) .LmZc lVi wile Impact Test: Center- of panel 510 RAcc. Loi°; er corner of panel 50.0 ft./scc. Cyclic Wind Load Tcst: Positive Pressure Lab. Nwaber 4095 Range Cycles Duration (Pmax=S5.01;sO February 19, 2004 0.0 to 0.5 600 '..0 0,0 to 0.6 70 , Report Number I 0.0 to 1.3 1 1.0 File Nurnber 04070 Pag 5 of 6 D-6165 ©7iCFAL TESTIFSVLAJ Title of Test Aleasured Re:narks Unit it - 3: (continued) Cyclic Wind Load Test: Passed Negative Pressure Ranke Cycles Duration Dcf lection at loci: stile Ohio" (Pmax-S5.0 psf) (seconds) Deflectinn at frame head 0.186" 0.0 to 0.5 600 1.0 Deflection at frame jamb 0.102" 0.0 to 0.6 70 1.0 f ern"ane;lt sct at loch stile 0.033" 0.0 to 1.3 1 1.0 Permanent sit at frame head 0.017" t "a Pcrrnatient seta.t irarne,i...rnb 0.003" 61.0 {; I3wrvmgwr::iO. i 0) .LmZc lVi wile Impact Test: Center- of panel 510 RAcc. Loi°; er corner of panel 50.0 ft./scc. Cyclic Wind Load Tcst: Positive Pressure Range Cycles Duration (Pmax=S5.01;sO (seconds) 0.0 to 0.5 600 '..0 0,0 to 0.6 70 , i.t:' 0.0 to 1.3 1 1.0 Cyclic Wind Load Tcst: Negative Pressure Ran<"": Cycles Du-ation (Pmax=S5.0 psf) (seconds) 0.0 to 0.5 600 LO 0.0 to 0.6 70 1.0 0.0 to 1.3 1 1.0 D c ilcction at Iock stiff Dc,Acction at 1:anlc he D"flection a, frame jamb Permat�er<< s,°t lock stile Permanent set t:t frafjc franchead Pernnanem set at frame j:arib Deflection at lock stilt: Dcflcction at frame he;:cl Deflection at frame jamb Permanent set at tock stile Pcrnrane nt sit at frame 1icad h(2rmIIRCi?t set at frame jani") "'Yate: Af com'j11s"'o 7 of C.6ove '-"S/S. iilL1'C' 11 -as 170 C11>IifJl"C'.IYi (/Clt?IUge to lm.il or f lslc.'7"Crs. Test Coinpleted - February 06, 2004 Test Expires - Fe ,rung 06, 2008 Passed Passed Pa ,sod 0.922 0.153" C).0S7" 0.03= 0.015 Passes I AM 0.190" 0.110" 0.050" 0.020„ 0.00=1' FD 1 continued: Cert. No, 03-0S21.01 Auth. No. F"I`L 0,001 Lab. ivuiT,ocr 4095 February 19, 2004 Report Nun;bcr I He 1Ntlnnbcr 04-370 Page 6 of 6 D-6165 Remarks: This test report does not constitute certification of this product, but only thnt lire above t::st results were obtained usin`, the designated tont methods and tested in accordance %,',th Dade County Protocol T,%S 201, 2.02 and 203 no deviations. Detallcd assemlyly &aW"Ings Showing Wall ithicLiless Ofall inemnbcr s, cor7icr constr'uctlOri a, -'id appiic:ition arc on We and have been competed to the sample submitted. A test sampic ,rill be I'etairrcd at the host laboratory. Notc: fest specimc-nS v,,crc .cOverod with a 1.5 nAl plastic shcc6ng to seal froi-? ah Wye V;C•: a lud was vti'm-c pcTf0rlrled, IIowc-vci [.iris 11ad nC) cIff-ct on tilt', a b m c tes0 results_ l_.a,Zc r?iss S "`'' ` ' t 9 ` _ i lie lriii"}aCi tC_L CG.,�!...ieu 1VIt.] �J 10.7,_ X 4 (M2SP) wood,, welM of rnissilc is 9 l pounds. Wimessed by: FEN 'n: STR RAT! v ri'ir ;dr, I:clmundo Larsraespacla, P.E. PAn Nick agora Author of B cport: Roberto Rohl j; Dina Ova T cstin� I�Irr `r Laborstory 1 ecl-mician: ludo Soca Robcrto Dayton of - Daron Metal Inclusthen Inc. I -Damn Mewl Industries, I :c., (+'Ai4;,.i-Dade)