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WS-10-1040v. Inspection Number: INSP - 146750 Scheduled Inspection Date: June 24, 2010 Inspector: Bruhn, Norman Owner: LANE, CULLEN Job Address: 103 NW 103 Street Project: <NONE> June 23, 2010 Miami Shores, FL 33150- Contractor: DOUBLE DIAMOND CONSTRUCTION INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: WS -6 -10 -1040 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number 305 -539 -2495 Parcel Number 1121360131580 Phone: (386)847 -8899 REPLACING FRONT DOOR 6,/,0 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 145620. Anchors missing in sill and head. NB eAsc Page 11 of 18 Project Address Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 103 NW 103 Street Miami Shores, FL 33150- 1121360131580 Block: Lot: CULLEN LANE Address Parcel Number CULLEN LANE 1200 NE 91 Terrace MIAMI SHORES FL 33138 -3406 305 - 539 -2495 1 Contractor(s) Phone Cell Phone DOUBLE DIAMOND CONSTRUCTION I (386)847 - 8899 Type of Work: DOOR No of Openings: 1 Additional Info: IMPACT Classification: Residential Scanning: 2 Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $0.60 $0.20 $110.00 $6.00 $0.80 $117.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Phone Pay Date Pay Type Invoice # WS -6 -10 -38136 06/08/2010 Credit Card 06/14/2010 Credit Card Amt Paid Amt Due $ 50.00 $ 67.60 $ 67.60 $ 0.00 Date Applicant June 14, 2010 Cell Available Inspections: Final Inspection Type: Window Door Attachment Shutter Attachment Final Shutters June 14, 2010 1 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING Owner's Name (Fee Simple Titleholder) C4' _ ` ` 0/2 &— Owner's Address /'- (.4) Cit y /cam , �� > cry State f'! Tenant/Lessee Name Email City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES NO \✓ Contractor's CompanyName'V‘n.46- [ r4,ne Contractor's Address 7 a. —/ '� ' � ' City a r _ 4 State E`L Qualifier Nam I. 1 C , / ;17- -e. Value of Work For this Permit $ Type of Work: Pv ddition Work: �Q��it�">iQ✓!q Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No.WS 10 — ) 04 0 Master Permit No. Phone # 3 33s ° I-.250 Zip 3 3Er' Phone # Job Address (where the work is being done) f 03 10 &t) l0 3 k slet-fT County Miami -Dade . Zip R31,5 b Phone # -7 ?i b 7 © 3 Zip 3Z/67 Phone State Certificate or Registration a Certificate of Competency No. Contact Phone 75k �' k E -mail Architect/Engineer's Name (if applicable) Phone # <41614 1 C i ying f /. Cni a✓ Square / Linear Footage Of Work: eration ❑New ❑ Repair/Replace ❑ Demolition One � (l ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *F e * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * ** 1 Submittal Fee $ � 5) . X J Permit Fee $ 160 — CCF $ CO /CC $ Notary $ Training/Education Fee $ 0 L 0 Scanning $ (6 00 Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ Flood Zone Technology Fee $ 0 col , (00 See Reverse side -+ .114 , 0 8 Pia Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all 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 to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property • subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first i pection which occurs seven (7) days after the building permit is issued. In the ce of such posted notice, the inspection 11 T e appi , a % a e a s, ection fee will be charged. / 116.1 -41111. f O! le or Agent The foregoing »» trument was : _ knowledged before me this 25x The for oigg instrument wasckn. - ged b - for e day of `i l , 20 k®, by 111L.- C-(tiir .Jt-1 flay o � , 201 , by who is personally known to me or who has produced R{._ 1 'b who is personally kno o me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: (Revised 07 /10 /07)(Revised 06/10/2009) Signature Contractor ttttN��uuuu„ ��, NOT PUBLIC: ` � e •A ° j -1.0/// / C • Sign: --e. �` � e o / 0 0 . Sign: ' Print: 7N i wO : r.- = Print: c � Print: „, �� � My Commission Expires: c a t. /0//90 t�ION My Corimissiott Expires: • • ,�,5?�' � 5 " 1 � o ' ''' .(''' '''' 1:1°'” (':°. i,/2 S S U� ttt °t® a �'. r' 4 s? Y1C L / _ soff APPROVED BY \7 t a Plans Examiner Zoning Engineer Clerk checked • • • • p CIVIL ENGINEER June 7, 2010 Ref: Suction Pressure, p Reileh Engineering Corp. (Consulting Engineer) 2370 S.W. 123 Avenue Miami, Florida 33175 -1174 Tel : 305-823-8008 Fax: 305-823-3300 Building Information (Information Provided by Client) • • • • • •••• .} • FTC Heights ° .l: 1$ feet • • Slope l� "T deg Exp Cattgb Wind Loads Evaluation and Fastening Pattern Evaluation Wall Openings (Entry Door) Existing Building 103 Northwest 103 Street Miami, Florida Project Number: 10 -0622 Contractor: Double Diamond Win7Dlift Evaluation Velocity Pressure, q = 0.00256 lc IV = 46.38 psf Suction Pressure, p = q ((GC - (Gc Use GC = + 0.18 Moham Civil Engineer Parapet Wall Wind Velocity Importance Factor K A onny Salleh, P.E.49014 : N/A : 146 MPH : 1.00 : 0.85 PERMIT #: Miami Shores Villa APPROVED BY • DATE to /® Sus= co CitMPLIANCE WM ALL FEDERAL STATE AND CCU .Y RUM AND REGU AMONS BLDG DEPT Reileh Engineering Corp. - Wind Load Calculations - Project Number: 10 -0622 - Page 1 of 2 Zones Suction Pressure, p. .... . • • • • • •• • • • • • • • • • • • • • • • • • • • •• • • ..• • • • • • • • • •••• •••• • • • • •• •• • • • • • • • • • • .• • • •• • • • •••• • •• • • • • • •• • • • • Design Wind Loads Calculation Reileh Engineering Corp. - Wind Load Calculations - Project Number: 10 -0622 - Page 2 of 2 Negative Deslgn 1 20 4 50.09 50.09,. 9 Zones Suction Pressure, p. .... . • • • • • •• • • • • • • • • • • • • • • • • • • • •• • • ..• • • • • • • • • •••• •••• • • • • •• •• • • • • • • • • • • .• • • •• • • • •••• • •• • • • • • •• • • • • Design Wind Loads Calculation Reileh Engineering Corp. - Wind Load Calculations - Project Number: 10 -0622 - Page 2 of 2 • . • •• • • • ... •• .• • • • .• •• • • • • • • • .• • • • • • • • • • • • • • • • • • • • • 0 . • . • • • • • • • • • • • • • • • • • •. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • •• ••• •• • • • • • • . • • •. • • • • • •.. •• PROP05517 GOOk' Q 'OOP 51-0P 3 -// 2 :12 ZONE 5 ZONE 1'O i33 penACCl7 60 -0 /, REILEH ENGINEERING CORP. PA. SOX 71011. IUI7AB. R 51002 Ph: Fax 305-823-3300 OPENING EVALUATIONS JUN /03 /2010 /THU 13:24 Florida Building Code Online gitaintMEEMESENNI PL Application "type Code Version Application Status comments Archlved aczs Horne I Lao to I user anti Product Appro USERr wbiu Use • Product Manufac curer 'Masonite international Address/Phone/Email One North Pale Mabry Suite 950 Tampa, FL 33609 . (61$) 441-4258 sschrelt er@masonite.com Authorized Signature • Technical Representative Address /P Erna q •••• • •' • • •••• • •• • • •.• • • Qualit; Assurance Re Address /Phane/Emall • • • • • • • • • • • •. • • • • •• • Subc a ri i • • • •• • ••••• camp od• • • • • Certltk dONAgencY • • i • • •' VaUdAted BYr • • • • •••• • • • •• • • •• Date Submitted :Date Validated .Date Pending WIC App Referenced standard an Year (of Standard) Eta in14101 TAS.201 TAS 202 TAS. 203 Equivalence of Product ndards Certified By Product Approval Metho Method 1 Option A • Val ve > tipprwtl 30)8;aa PL4904 -R3 Revision 2007 . • Approved • • 'Sieve Schreiber • hretberg nite.com one Surcharge 1 ktetS & Aetts I PubleUOns i rac stall 1'acts site Map 1 Lima 1 sa rth • Exterior Doors • Swinging Exterior Door Assemblies Certification Mark or Listing Rational Ac rediration & Man agement Institute, • ■•••Natlonai Accreditation & Menegel'nent Inetituter 12/23/200$ • 12/29 %2008 • 01/05/2009 • • • Year 1994 1994 19944 P. 001 • Pagelof4 JUN /03 /2010 /THU 13:24 • Florida Building Code Online Date Appnsved 4100• • • • • 1 :• • • • • • •• • • • • • • •• • • • • • •••• • •••• • • •• • • • •••• •••• • • ••0• 04.1 Limits of Use Approved for use In HV, • Yes Approved for use outsi I1VHZ4 Yes 8 Impact Resister& Yes Design Pressure: •i-76.0'. 76.0 Other: Evaluated for use locations adhering to the I Florida Building Code indu g the High Velocity Hurricane Zone, and wh determined by ACE 7, M Buildings and other Stru design pressures listed. 3' When lace missile imps pressure requirement as mum Design res, does not exceed the x 6' -8" max nominal size! !dance IS requlrsd, hurricane protective = , is NOT required. See DWG MA_M,pu8 -05 for details. 4904.2 W:(. ge Steel Side - Hinged r Units 6'-B Opaque 1/5 and O/S Single Door Certification A gency Ceriifleate a oar G 0 - I Quality Assurance contract Expiration Date 12/31/2010 anon Instr uctions do�e 8 o e c .. Odf Verified By: National AccredttaUan & Management Created by Independent Third Party: evaluation Reports created by Independent Third Party: 8' -0 Opaque VS and o/S Single Door Limits of use Approved for use in H Approved for use outsi Impact Rests ante Yes Peskin Pressure: +70. Others Evaluated for Florida Building Code Intl Hurricane Zone, and whe determined by ASCE 7, Buildings and Other design pressures listed. 3 When large missile Impa urricane protective MA-F1.01.29-0 for deta Z: Yes e HVHZ: Yes -70.0 • n locations adhering to the ding the High Velocity pressure requirements as Imum Design Loads for does not exceed the 0 x 8' -0 max nominal size. resistance Is required, DWG- Is NOT required• certification cy AgenCerca Quality Assurance contract Expiration Date3 • i 12/31/2010 Installation Inet:ru e n r n aye And wnfD3_. P.AO Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports created by Independent Third Party: i! WEaod -edge Steel Side -Wnged or Units 6' -8° Opaque VS and 0/5 Door w/ or w/o Sldeiites mmary eeProducts W -edge Steel Side- Hinged Doc, Units 4904.3 • •• Il 904.4 ood -edge Steel Side - Hinged Door Units — — — Limits otlUSe •Approved'for•USe in •Approved for use•° 'Impact Neale Y Design' Pressure: +4 Others Evaluated for Florida Building Code I Hurricane Zone, and W determined by ASCE 7 Buildings and Other design 'pressures When large missile Im hurricaneee panels, but is 1'L0129-05 for details. • V11Z: Yes ide~HVHZ: Yes .0/ -50.0 e e In locations adhering to the udingythe Nigh Velocity i re pressure requirements inimum Design Loads for • ctures, does n t.ecceed the 12' -0 8' -0 max nominal size. ct resistance Is required, m tsrNOT required on opaque n glazed panels. See DWG -MA- i 8' -O Opaque 1/5 poor w/ or W/o Sidelites Certification AgenaY Certi ficate F . nn D CA(_ C Nifl0iil<].4- PDF Quality Assurance Contract Expiration Date 12/31/201 installation •I pciio �„ A hesr.tadf •nee aooa a as l,� ��-- Verified By: National Accreditation & Management te, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: li 1 904.5 Woody e S 1'Side-Hintied Door Units ,_ p/S w/ or W/o Sidelites HZ: Yes de HVHZ: Yes / -55.0 in locations adhering to the ding the High Velocity e pressure requirements as inimum Design Loads for es, does not exceed tiie 2'-O x 6' -8" max nominal size. resistance is required, is NOT required on opaque glazed panels. See DWG-MA Certification Agency C er.tI li cate pi 4904 Da �^ rac- 00 & 110 -P QuaU t Assurance Contract Expiration Date 12/31/2010 znstau Itis etrue io ns • Q ,�r.eni.v A chor,tZdf rtA9A4 R3 verified By: Natiarral•ACCredtied on & Management Institute, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Llmitsbf Use Approved for use in H AppCtipitgier use ou Impact Res nt: Y Desisteltriaasurw +5s Doren Eealliated for AortdaJiding Code in tiurrlerane a, and wh det ernhtAeti ASG5 7, Buildings Slid Other listed. When 4141 a hhissile im hu parted but I required FL012B -05 for details. Limits of dime 1 02/03/2009 cation :Agency Certiflcste P. 002 Page 2of4 JUN /03 /2010 /THU 13:25 Florida. Building Code Online • • •• • • • • • •0•• • • • 0000 • • •• •••• • • • • • •• • • • • • • • •••• • •• • • • •••. .••• • • .••• P. 003 Page 3 of 4 4904.6 • Wood -edge Steel Side- Hinged Door Units Limits of USe Approved for use In HVHZI Yes Approved for use outside HVLIZ: Yes Impact Resistants No Pesign Pressure: t50.5/ -50.5 Other: Evaluated for use in locations adhering to the odds Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the • esign pressures listed. i2 x 6'43 max nominal size. When large missile impact resistance is See utred, hurricane protective system is FL0130 -05 for details. B -0° Gazed I/S Door w/ or w/o Sldeiltes Certification Agency Certificate • u ajity Assurance contract Expiration Date 12/31./2010 Installation Instructions Verified By: National Accreditation & Management Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 8'4" Glazed 0/5 Door w/ w/o Sideiites Certification Agency Certificate F 4904 Q3 C CAC 11112gFII_Q'R Quality Assurance Contract Expiration Date 12/31/2010 bistaliat ioa Instructions pJ ,_4iD4 R3 IZ 4 0 n Verified By: National Accreditation & Management stitutle, Created by Independent Third Party: Evaluation Reports n Created by Indepe dentThird party: Wood -edge Steel Side- Hinged Door Units Umits•of Use Approved for use in HVHZ: Yes Approved for use outside HVj'1Z: Yes impact liesistant: No Design Pressures .-40.D /-4 Others Erdluated for Ronde Bullldieg Code including the HighVelocity the Hurricane zone, and where pressure requirements as d tried by ASCE 7, Minimum Design Loads for Bull • ii' ®4 Other Structures, does not exceed the cures fisted. 12'-0 x 8' -0 max nominal size. !Where t0dlve system is required. required. ired. SeeepWG -MA FL01311•i6inr details. 4404.0••• Wood -edge Steel Side- Hinged Door Units Verified By: National Accreditation & Management . Created Institute, Independent Thtrd Party: Evaluation Reports Third Party: by Independent 6' -8'' Glazed I/5 and 0/5 Door w/ or w/o Wettest Certification ion Agency Certificate • fL aoflel R3 C CAL 0 1 -1,g -B Quality Assurance Contract Expiration Date • 12/31/2010 Insttailal9on yns13'UCtionS ��,� ry c� acne. 6 Glazed Verified By: National Accreditation S. Management t In Created by dependent Third Perry: Evaluation Reports • ' Created by Independent Third Party: Approved for use In HVHZ: Yes Approved for use outside HVIZ Yes Impact Resistant: Yes. Design Pressure: +50.0/ -45.0 • Other: ivaluated for use In locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requtf ements as determined by ASCE 7, MinimumDesign Lo� the Buildings and Other Structures, d design pressures fisted, ;2 -0 x 8' -0" max nominal size. When large missile impact resistance is required, ue hurricane protective system•is NOT required panels, but S for required on glazed panels, See DWG -MA- Ap prr fo r use In HVHZ: Yes • ApltoV f use outside HVIlEs Yes Impact Resistant: No Design Pressurise +45.0/-40.0 • Other: Evaluated for use In locations adhering to the Florida Building Cade Including the High Velocity as Hurricane'zone, and where pressure requirements determined by ASCE 7, Minimum Design Loads for Buildings and Other 130-0" o the t�� exceed size. design pressures When large missile impact mistaoce required, re _ huniane protective systarn required. F10131 -05• for details. F q R$_g, COG N1,pn6110 R3.PDF Quality Assurance Contract Expiration Date 12/31/20 Installation Instructions 0 *NLIsestifln bop2rtinant of Cossupway Affairs Plorkkfficildine Gude angina 03S0)410-162 Fax OM 404436 ® ZOGO••20D3The salt d No -'MI rights rcu.ed. e SEW N TEAR AM( D1A28 .8Eid 1 > B§D 'q We, IV ',Wit am i.io Di/UR1 BSs a Mot belfry - A 1.i «28x8 TE4l4RE 59REai,113 ATM Dili. 7.4B'k. CIFF LC) CV "t - • a 81j5EP N' . d WOOD -EDGE STEEL DOOR UNIT _., .: LLoo •uurrH!WD119PT WEL ITO : ND1s • EVALUATED FOR JN 0P1S OD)IE7r701& i0 - E BULD IG E PIMSL¢2E E.SES OT Etes motto T E PRESS R UR N1 UST 2 r4 Nor RYou O • C e T ��7�y E ( st EM *HWT • N p(7► F . BUF I�•F UIRED ON MATEO SIDEJJIES. -+ ,ND• S 011E liam aris orr BDP A M F84 Jk RAMS 1ES}INO OF UM Mkt afavirir. . TEST DESlS11PT1 «N • DESIGNATTAFi • RESULT i tbgFtAtihTiVE sE�sIG1; ST ATTER 46p0 'Koos 7QEAUll N C METHOD 1 • oh' OD 01.11. o on _s>Ftcj,l• iideri ks hell L Dag_.4�ut r 1• iCl I.g..M.KilipziA11111 IF.3111!1;1Filt E>7 N MSC! 2 VALE OF ODNTEkT$ . a IaDDR Lw' 1 "oo 21 WAX ANGLF2 (}jt ISILT . =LAD= �V1 D l EL rIE • • • • • • • • t49" a r. ovati. }ME IMF P L Wait — .-� w /asTR414L 00 • IS„ ri UN1F W I ELT'FES • ••• • • • • • ••••• • • • • • • • • •• • ••• • MiatjaajltiEjkagattg W lo= F �i UIRE0 EIE• EIR OF • MGM PRESSURE RATINO e. • • • • • • • • • • • • • •• • • • •• • • • ••• • • • • • • • • • • • �01J 000 t SE Vl 11 E;S • • • • FN NIt31" • • . • • • • • • • • 0 U L Ifl 0 � oo DETAIL "0" 6" co 1 jd 2' 3 -l72° 2 #I0 x 5/ /7$R2 -1/2" # A7 110 R 2" INS1416 THR HOLD CV Ca �-s .P TAIL "C" x i" ,10 x 3/4 • 1141x°1 0UTSWING THRESHO 1 - • Mfmilmonli arL " " AS1#aaAL ATTACH ASTRAGAL RETAINER • SOLI STRIKE PLATE TO FRAME AS SHOWN, • • • • • • • • • • • • • .. ... •. • a us • •• • • •.• ••• •• • • • • • • • • ••• • • • • • • • • •• ••• •• • • • ••• • • •• ••• • • ••• • • • • • • • • • • • • 74,14L igiNG OETATI, • i • • • • • • • • • • • • • •• •• 'ASTRAGAL TAETA1NER mkt DOLE MUST SE. DRILLED THROW CH H 'TFIf SHOLD do 1UTFO THE STRUCTUFtE.DEEP ENOUGH FO(k A 1.375' TI4120W CtI =TAIL °F" ASTRAGAL a nib I ! .aa, srm m UM SPACM JB x i -1/2' 'i • • • 46. itit WOW* 10.1 0W044- PWI2l 40 1 �� r 1, - II II J I. i 1 1 • 1' •1 • Q • O ddS .x nvitts2 3i1 M 4 ill - L r ,i. DETAIL "0" 6" co 1 jd 2' 3 -l72° 2 #I0 x 5/ /7$R2 -1/2" # A7 110 R 2" INS1416 THR HOLD CV Ca �-s .P TAIL "C" x i" ,10 x 3/4 • 1141x°1 0UTSWING THRESHO 1 - • Mfmilmonli arL " " AS1#aaAL ATTACH ASTRAGAL RETAINER • SOLI STRIKE PLATE TO FRAME AS SHOWN, • • • • • • • • • • • • • .. ... •. • a us • •• • • •.• ••• •• • • • • • • • • ••• • • • • • • • • •• ••• •• • • • ••• • • •• ••• • • ••• • • • • • • • • • • • • 74,14L igiNG OETATI, • i • • • • • • • • • • • • • •• •• 'ASTRAGAL TAETA1NER mkt DOLE MUST SE. DRILLED THROW CH H 'TFIf SHOLD do 1UTFO THE STRUCTUFtE.DEEP ENOUGH FO(k A 1.375' TI4120W CtI =TAIL °F" ASTRAGAL a nib I ! .aa, srm m UM SPACM JB x i -1/2' 'i • • • 46. itit WOW* 10.1 0W044- PWI2l 40 l' ---- -- .. �� 1 I I 2. 4 X •° POD_ MORTISE FiUtt I -INGES • • . • • 039V� rnvnb3 aDw b --^H — .. „n ... m . �.. 1. MAXIMUM SECURITY SERIES GRP4DE 2 CYLINDRICAL AND DEADLOCK HARDWARE TO SE INSTALLED AT 5 •i /2" CENTERLINE. 2. 4 X •° POD_ MORTISE FiUtt I -INGES • • . • • sE astA!L • C sm z 0 N 1Np BI m 3. 1RA'�I FE LS BY OTHERS TO STRUCTURE. BE ANCHbRED PROPERLY TO P 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. O) M UAL' ! E.1Y DETPdL • 1. Aid kIOR ANALYSIS FOR LOADING co NprON5 .PREPARED, 3 ED BALED; SY HAROLD E. RUPP' IiE, ORCt1593�a•) WITH THE LoWE.Tr (LEAST) MIEN* I $}A`I•ING PROM `THE 6IFFERLf31 FASTENERS Sa¢ coti I}ERED FOR USE. JAMB, HEAD, AND ESXI0L6 FASTENERR. ANALYZED FOR THIS UNIT INCLUbE iq V Kp SC,REIVS OR 3 /i6", TAPGONS. A PHYSICAL Him I UST SE PLACED IN SHIM SPACE AT EACH ANCHOR l a LOCATION. • 't[E WV,pQ 3 SCREW SINGLE .QtE DES101 %LUE' C1SidE FRbM ANSti AMPA i1OA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT Q� /�IN 81 pfd TNr TAIiCOR MUST ACHIEVE TYPICAL ANCHOR. INSTALLATION • . 8 °3 I 1 F 3' 3 ffr • • • • • • • • •• • • •• • •• 'D • ••• • • • " • ••• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • '• • • • • • • • • •• • • • •• • • • -- •e• • .• • • - • • .s - -- ▪ • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •. • • • • • "AMU kile gli;., WOO y(� -Sty 1 1 t' op. Bh PEA 1/ I/05 seam 'N.T.& area. en SWS ON•43J ROA wM-rr� nor2s -as JUN /03 /2010 /THU 13:26 • • • • • • • • • • • • • • NAME NOTICE: O F PRODUCT LINE `.. - CERTIFICATION Certification No.: Date: Revision Date: Certification Prograill: Comp Code: when Actor's Seal is app product the upper t The "Notice of Product Line Certification" is Valid only to Administrator's product. This lied t cation seal left hand portion of this farm and a certification label is applied =Presents pact conformity to the applicable w and that all certification criteria has been satisfied.. listing in the Directory of Coed Products at The products and systems ii.�sd below NAMX rely if data, as shown rotpdres R ,�,,, C cat ion- please,reviea►, and advise corrections. Company: Msonite International Corporation 1955 Povvis Road West Chicago, IL 60185 • Put t Lind: asenite Wood S teel Side -lam e�. Door Ups : Tt lt Reporn 11 210 -2 929 - ./210- 2930 -1/ 21.0 - 2930 =7/210 -2930- 7/210- 3121.- 210- 31.7.3- 1/2fl0- - 10-3461-1/ -919W • • Systems under this Certifatblon Steen 1: Gemara). Description of the Products and Sys e • • •. •.. • : The fume . • ..1.1 ' . jambs c:a�.st of finger jointed. pine with all comers staples 0.4375 "j. coped, blued, and sealed using three '" long wire stag (• constructed of • • • • •' � cn.: Where used, each mullion co • � • � a Cottsf�i header and threshold ....• • 1 ' 1 a ine .... laminated lumber with P • �P and attached to the with three #14 x 3" Philips Flat Head Wood Screws• glazed into a rigid 1.3 Cam: Where used, the overall. insulated glass was glaz 20 Consisted monolithic insulated glass pith ar e p-hte • . sisted of symmetric and aluminum, steel or butyl spacer. • with 3mtn (O.l 1$) tempered door leaf was constructed from I.d Door Leaf Caruslru[etion: thick or 0.0'"(8'0 "height) ed steel facings. 0.4IT'(6'8 hciglit� • 'Naiionat AecreditarionAllasseenteat3natitide,lac. 1187eOOe ti aultadO2-NewporeNew ,TA 23 : , 446 58 tFA 4757)59! 4659 12/18/2008 Structural 1Vlason intern al M -703 -1 • P. 007 JUN /03 /2010 /THU 13:26 0009 • • • • • •• • • . . • • • • • • • Section 2: Reestered Suppliers 2.1 Door Litcs: ODL or Specialty • • • 2.2 Astragal: Endara Ultimate • Section 3: • " Additional Supportive' upportiv Test or Acceptance Data Provided with CertiBeation Documentation included: • 3.1 1Vliami7Dade Building Code Compliance Notice of F Acceptance Numb Lite Frame Material, NO A#07-0214.08 and'E+ T Test ETC-02- 797 - 12 • performed by 3.2 Surface Burning C�ac teristics for Foam. Filled Door "Standard Test Method' Ome Point Laboratories to ASTM ES4 -9 "Sfandar T e od for Surface Burning C4 acterl�cs of Building 15977404313. provided by rational 3.3 ASTM E1300 Glass Load Resistmace Report Certified Testing Laboratories NCTL -110- 97354. 3.4 Anchor Calculations for. • Anchor Performance Calculation Report-Performed by Harold E. R P.E. (Florida No. 15935.) 3.5 National Accreditation & Management Institute, Inc. W -1416 • • • • • • 8 • • • •• .. • • •• ..•. • • 0100 • •• • .. • • 0 • 0000 • • .... • • 0000 • • . • .. • . 8 • • Certification No.: NI006110 -R3 Page 2 See additional Pages of Ced±flcatiou for Certified ProductLine bt(s) and Inca Details. If you have any qt ions rig this certification, please contact NAM' at (757)594465 National eere tsfOf' i aisememeet. te'' Y voiviercheetr vyad atite:2 ' News VAS. 33606 • :TF.I 57)`5948645 7FAX(757)594' P.008 . NOTICE OF PRODUCT CJKI1I 'ICA1'1viv :oxripiiidty: Mhibnite International Corporation . . . . ... Certification Noy 1955 Powis Road • • • • • • • • • • • • • • • • • Certification Date: • • • • • . • . West Chicago, IL 601115 • • ;. • • • • • Expiration Dates' Revision Date: • Prodlict Wood -Edge Opaque Inswing oi' Qur;wi Iyourwl aadi r/o Nan Impact Rated Sidelites (w/Waud Frame wi1ess noted) 5pecttic fin s TestetiToi l'AS1201-44/202- 94/203 94 Tlite tifiStica 1if Prtidilet Certiiieittiwi" is only vatid if the NAMI Certification Label has been applied to the prodliet as described within this document. The certilication Mfl8'et;*re itteioents prgduet conformity to the appiircabie *peciiilaatiun and thata cep iflcatton criteria bas been satisfied. This product has been approved for listing 4v9ttiin NAM;d MAW Product listing at www.ltunicex tioalefn ..i�i111ik1'4et'ttfication Program is accredited by The Atnertcan Natlooal Standards Institute (ANSI). • • •• • • • .. ••• •• • • e otiition X • • Single X Singe XX . Double • Double Xi/OX Single w /Sidelite XO /OX titigie */Sidelitea oX0 . Siiitgte * /Sidelites OXO Sift, w / Su es OXXO Doikle.tr/Sidelites ites Inswing otr Odewing US O/S . VS 0/8 1/S O/S US O/S US Glazed or Opaque Opaque Opaque O1aque Opaque Opaque Door Glaze. Sidelite Opaque Door . Glazed Sidelite Opaque Door Glazed Sidelites Opagete Door Glazed Sidelites Opaque Door's Glazed Sidelites Mait mum Size 3'0" x 6'8" 3'0" x 6'8" 6'0" 618" 6'0" x 6'8" 6'0" x 6'8 6'0" x 61" 9'0" x 6'8" 9'0" x 6'8" 12'4" x 6'8" Design Pressure PosfNeg +76/ -76 +76/-76 +55( --55 +55/-55 +55/-55 +55/ -55 +55/ -55 +55155 +55/-55 Mlseile Impact Rated Yes Door -Yes Sidelite -No Door -Yes Sidelite— o Door Yes • Sidelitea-No Door -Yes Sidelites-No Doors Yes Sidelitea No Test Report Number Drawing Number & • Cnmeieatts N1006110 -R3 Page 3 07/23/2005 • 12/31/2010 12/18/2008 • NCTL.210 2929 -1 MaximumPae.el Size: 310" x 6'B" Aneaor Delnil -MA P1 J 128.05 NCt4-21O 2929 -1 Maxinmtin Panel Sim 3'0" x 6'8" . Anchor Dew MA- FL0126 -5 NCfl,.210- 2930 -1 William Panel Size: 31" x 6'8 "/Sidelite: 3'0" x 6'8" Anchor Detail --MA FLO128.05 • NCI - 210 - 2930.1 Maximum Panel Size: 3'0" x 6'8 "rSiMltc 3'0" x 61" Anchor Detail lA-PLAt28-05 W11410 , 29304 Neatens Panel Side: 3'0" x 6'8"/Sidellta 3'0" x 6'B" • Anchor Dettdi-MA.41.0 128-05 NCrb- 210 - 29301' ' • Maaianon Panel Six% 3'0" a 6'8 "/Sidetitec 3'0" x 61" AnehorDetail MA- FL0128-05 • NCT .210 29301 • Maximum Pane(Size: 3'0"x 6'B"/Sidelita 30" x 61" Artclwr Detail -MA FLMi28 OS NMI-210-29304 - Maximum Panel Size: 3'0" x 6'8"/9Idelit 3'0" x 6"r' Anchor Detail- MA-05 Wend- i0- 2930 -1 Maximum Panel Size: 3'0" x 6'8 "/Sidelite; 3'0" x 61" Anchor Det il-MA FLAIZB -05 OXiCCO 0/5 Opaque Doors 12'4" x 6'8" +55/ - -55 Doors -Yes NcTLr210-2930-1 Doiibie w/Sidelites .Glazed Sidelites Sidelites-No MI1XiIMIII3 Panel Size: 3'0 x 6'a "rsidelit 3'0" z Ur Anchor D'eiail MA -1 D3123-05 National Acereditation & Mieuagement Institute, Inc./11870 Merchants Wails Suite 202/Newport News, VA 06 • Tet 757.594,8658/Eax 757.594.8659 NAMI AUTHORIZED SIGNATURE: litpaidd: • Masanite International Corporatitnr 1955 Fowls Road West Chlcagu, IL 60185 • NOTICE OF YRU 1UVt;1' t, L_KIxriUPL.R. • • • • • • • • • .... ••..•• • • • • •• •. • ••• • • • • • • • • • • • • Certification No:: Certification Date: • ExptrntionDate: Revision Date: • •• • • • •• Ptodu tt; Woad Edge Steel Opaque Insw4ni or Outs*ig Dttor w/gunt rfo Non-Impact Rated Sidelites (vv/Wood Frame unless noted) • Spee3 melons `esteVro: ants 201 - 94/202- 94/203 -94 T b "Notice of Product Certltication" is only valid if tae N211flpeitiftettirsi.Abol has been applied to the product as described within'this document, The certification label ktor eggs product conformity to the applicable tecDntiptiMdlapuU ee lflcation criteria has been satisfied. This product has approved for listing within NA14'tI } f Cerdlied Product Listing at www. Nandeerti#iadtUdu.k,b.'N4M 5 Drjatloa Program is accredited by The American National Standards Institute (ANSI). Te1- 757.594.8658/.Cax 757.594.8659 NAMI AUTHORIZED SIGNATURE: • • National Accreditation & Main einertt lnsdtute, Inc./11870 Merchants Walk Suite 202/Newport News, YA• • N1006110 -R3 Page 4 07/23/2005 12/3112010 12/18/2098 • • • Codiiguration . It issuing or• thltslving • Glazed - or Opaque Malian= • Size Design Pressure Pus/N g • Missile Impact Rated Test Report isitun +er Drawing Number & . Comments . X Single US • Opaque 3'0" x 8'0" +70/ -70 Yes •crl.-210- 3121-1/crLMi9w M nb m gnu uo 2 0 . • X Single ON • Opaque 3'0" x 8'0" • +701 -70 Yes NCIL210 3121- LcrLA9I9w Mailmen Pond Sizr�: 3 x 8' • Anolen Detai -MA PL0I29 -0S _ XX Double US Opaque . 6'0" x. 8'0" +45/ -50 - Yes . • NC2z- 2103123-i - • Maximum Panel Size: 3 x S'0 "15idelite 3 x 8'0" Melt Detail -M - FLO129 05 XX Dtiikb1e 0/3 Opaque . 6'0" x 8'0" +501-45 . Yes NcTL- 210-M23 -1 , Maximum Pend Slag 3'0" x 8'0"/Sidelite; 310" x8'0" Anchor Detat - MA- P1.0129-03 XOIOX le w /3idelite US Opaque Door 6'0 "x8'0" Glazed Sidelite +45/ -50 Door -Yea Sideiite-No NM-M-3123-1 Maximum PanstSize: 3'0" x a so"/Sideli�: 3'0" s 8'0" Anchor Detail- MAFLQ129.0S XOIO'X • Single tit/Sidelites O/S Opaque Door - • Glazed Sidelite 6'0" x 8'0" . • +50/ /-45 ' Door -Yes - S1tdelite-No - NC'EL -210 3123 -I . - - Maximmn Panel Sirs: 3'0" x B'fr"/Sidelhe: 3'0" x $'4" Arwkei Detail-MA-R.0129-03 ' OXO • Single w1Siclelites U8 Opaque Doer Glazed Sidelites 9'0 "•x 8'0" - +451 -50 Door-Yes Sidelites No • - N FL21a3123 -1 • • 3 x 8'0" Maximur Pan 1 Dda Detail-MA-P10129-05 • • OXO 4i ' e'w/Sidelites 0/S Opaque Door Glazed Sidelites 9'0" x 8'0" +501-45 . . Door -Yes Side1iCes-Iio 210-3 ' 1 mom Panel Size: ?O' x 8'� /Sideite:'3'0" x 8'0" Amber Detaii -MA— 1.0129 -0S OXXO Dvtible wv /Sidelites 1/3 Opaque Doors Glazed Sidelites 12'4" x 8'0" • i +45/ -50 Doors -Yes Sidelites-No NUL -210- 3123 -1 . - Maximum Pend See: 3'0" x B'6"/Sidelitee 3'0" x 8'0" Anchor Detail-MA FLAl29 - -05 • - OXXO Double w!Sidelites 0/8 • Opaque Doors Glazed Sidelites 12'4 "x8'0" +50/ -45 1 Doors -Yes Sidelites-1\No NC•le2t0:.123 -I Maximum Panel Sizz: 3'0 "x 8V/Sidelite: 3'O" x 8'0" Amber DP1ai1 -W FL0129 -45 litpaidd: • Masanite International Corporatitnr 1955 Fowls Road West Chlcagu, IL 60185 • NOTICE OF YRU 1UVt;1' t, L_KIxriUPL.R. • • • • • • • • • .... ••..•• • • • • •• •. • ••• • • • • • • • • • • • • Certification No:: Certification Date: • ExptrntionDate: Revision Date: • •• • • • •• Ptodu tt; Woad Edge Steel Opaque Insw4ni or Outs*ig Dttor w/gunt rfo Non-Impact Rated Sidelites (vv/Wood Frame unless noted) • Spee3 melons `esteVro: ants 201 - 94/202- 94/203 -94 T b "Notice of Product Certltication" is only valid if tae N211flpeitiftettirsi.Abol has been applied to the product as described within'this document, The certification label ktor eggs product conformity to the applicable tecDntiptiMdlapuU ee lflcation criteria has been satisfied. This product has approved for listing within NA14'tI } f Cerdlied Product Listing at www. Nandeerti#iadtUdu.k,b.'N4M 5 Drjatloa Program is accredited by The American National Standards Institute (ANSI). Te1- 757.594.8658/.Cax 757.594.8659 NAMI AUTHORIZED SIGNATURE: • • National Accreditation & Main einertt lnsdtute, Inc./11870 Merchants Walk Suite 202/Newport News, YA• • N1006110 -R3 Page 4 07/23/2005 12/3112010 12/18/2098 • • • . MOTICE OF PRODUCT CT CERn il:A i id.1un �Ontpauyi Manlike Werno€tonal Colrporation.: •: • • • • Certification No.: . IIT.0061i0 -B3 Page 5 1955 Po cvfs • Road : • • • Certification Date: ..07/ • •• • • • • 2'i'dt ut' - Wood-Edge Glazed Insw ink t}utts • hog tiffor. littan¢ 3:10 Non- Impact Rated Wellies (w/Wood Frame unless noted) • • • • ,,: Spa i ltiona reil d To: TAS 202-94 • • the t i61icb of Product Certliieation" is only valid if the NAMI Certification Label has been applied to the product as described within this document The certification libil f ipi- gients product conformity to the appllen upee11 stitui a1t6.tb tAltertificatton criteria bas been satisfied. This product has been approve for ling within ttkMVIN Certified Product Listing at s nucerft t& • 3 11:f Certl�leation Program is accredited by The American National Standards Institute AN 1[ds�v3ng diked • • • ` : : :.... ' Deslgnl Missile Test Report Number Configuration • or or Maximum Pressure • - Iuq u t Drawing Number & Outswing Opaque Size Pos/Neg Rated Comments X f I/S Glazed •S -xx - Dopble xx Double XO/OX Sitlgie *Welke XO /OTC Single w/Sidelites S Maio vw /Sidel3tes oXo Single w/Sidelites OXXo Double w/Sidelites •x • Single West Chicago, IL 60185 0/8 115. Glazed o/s • 0XX0 • ( VS Doable w /Sidelites 0/S X I 1/8 • ' Single 0/s Glazed Glazed 1/S Glazed Door • Glazed Sidelite 013 Glued Door Glazed Sidelite 1/8 Glexed Doer Glazed Sidelites 0/S Glazed Door Glazed elites Glazed Doors Glazed Sidelites Giaaed Doors Glazed Sidelites Glazed Ventlite Glazed Ventiits • • • • • • ••• • • • • • • • • •• •• • • • • • • • • • . • • • ••• 3'0 "x6'8" 3'0 "x 6'8" x 6'8" 6'0"x6'8" 6'0" x 6'8 6'0 "x 6'8" 9"0 "" 6'8" 9'0" x 6'8" 12'6" x 6T' 12'6 "x6'8" 3'0" x 6'S ". 3'0 "x6'8" +50.5/-50.5 +50.5/ -505 +50.5/ -50.5 +50.51 -50.5 +50.5/ -50.5 +50.51 -505 •• +50.5/ -505• +50.5/-50.5 +5031 -505 +50.51-50.5 +55.0/ -55.0 +55.01-55.0 No Door -No Sidelite-No • Door-No Sidelite-No door Igo . Sidelites No Door --No Slde1ites -No Doors -No Sidelites-No Doors -No Sidelites-No N National Accreditation & Management Institaite, Inc./11870 Merchants Walk Suite 202// ewport Tel-757.594.86511/Fax-757.594.8659 NAMI AUTHORIZED SIGNATURE: Expiration Date: 12/31/2010 Revision Date: 12/18/2005 NCFL- 210 - 2930 -7 Maximum Panel Size 3'0 "x61" Anoka Detail- MA- PLOi311-05 NMI-210-2930-7 Maxi MUM and Size: 31" x 6"8" Anchor Detail MA PL0130 -05 • . NCf .210 2930 -7 . Maxinmm Panel Size; 3'0" x 6'S" Anther Detail -MA P'LO130.05 NCTL -214 2930 -7 Maximum Panel nett 3'0" x 6'8" Anchor Detail-MA-91.0130-0S Maximal hoed Size 3'11 x 61" AnclturDetail MMFL0130 -05 NCtL4t0 -2930 7 Maximinn Panel S1ze: 3'0" x 6'8" Anchor Detail- MA- F111130-05 NCTL -210- 2930 -7 • Maximum Panel Size 3'0 ">< 41" Anchor Delatl -MA-F(A 130-x5 NC11-210 2930.7 Maximwn Panel Size 3'lr x 61" . Aochn DelailMA-FU0130.05 NCI Lr214- 2.930.7 Maxhunm Panel Size: 3'0" x 6'8" Anchor Detail- MA- PL41311.05 1(CTL:Z10- 34GS -1 . Maximum Panel Size: 3'0 "x 6'8" Anchor Detail-MA -FIX 1.30-05 NCrl,210 --34 • 1 . Maximum Panel ' e; 3.0" x 61" or Deta FLOi30 -05 • NCIL-210- 2930 -7 MA-W1.0115/16117/18/19/20/21-02 MaximuonVenel Size:. 3'0 " a wn Anelm Detail -MA FL0130 -05 • NCTL -210- 2930 -7 6 ■O'11.CJ ur ritvmv • t~timpalry; 1VMasonite International Corpors oin • :. • • • • • • • 1955 Fowls Road . • • • • • • • • • • • • • • • .. • • • • • . West Chicago,1 . 60185 • • . •• • • • • • • • • .. • .. • • �"i`at�ack Wood -Edge Steel Glazed b sibi�mr g; l D po � r i u� and irdo Non-Impact Rated Melites (w/Wood Frame unless rioted) StieciBcatiottrTeaW To TAS 202-94 . • Tftt} s`Ndtice'of Piaducf Certificat9t n" is only valid rther41111certifleation Label has been applied to the product as described within this document. The certification 1al> teept 'eats product cenfot7 i ty to the applicablaspieitictihr itti tot all certification criteria has been satisfied. This product ban been approved for listing within 11A1Vll's trerlii8.ed Product Listing at wwcq.Namdce c i4db4 t tiftlits.enttfleation Program is accredited by The American National Standards Institute (ANSI). NEM • X Single Double XX• Double vs 0/S XIS 015 . Glazed • Gazed Glazed • 3'0" x 8'0" 3'0" x 8'0" 6'0" x S'0" 6'0"x 8'0" +401 -45 +45/ -40 . +401-45 +45/-40 N o No No Na NCTL-210 312.5 -1 • Maximum Panel Size: 3'0" x 8•ir • • haler Decd! MA Vta131 -0S • NCr1r210317.5 -1 Wakeunt Pawl Size: 3'0" x 8'0" AnaborD ll4M Pio131 -05 NCT -210 3125 -1 Maxitewi&Panel Siz 3'O" x 8'0" AnahorDetail - -MA P1A131 -0S • NC11,210- 3125 -1 A3asmm Panel Size: 3'0" x 8'0" Anchor Detail -MA TLO131 -D5 XG /0X Single w /Sidellte XO /OX Sidgle w/Sidelites 0X0 $ingle'w/Si+ielites OXO S1iigie w/Sidelites 0xx0 • Double w1Sitielites Inswing or Outaw VS 0/5• Glazed. Of 0 ne Glazed Door Glazed Siclelite 0/5 Glazed Door Glazed Sidelite I/S . GlazedD,or Glazed Sideiites Glazed Door Glazed Sidelite8 VS Glazed Doors Glazed Sidelines Maximum She 6'0" x 8 6'0" x 8'0" 9'0" x 8'0" J. A-AA AA-es. ALA- ..., eft Deslgu Pressure Pos/N +401 -45 +451 -40 +401 -45 Missile Impact -Rated Door - -No Sldelite -No Door -No Skielite -No Door -No • Sidolites -No 9T0 "x8'0" +45/-40 Door-No SMlites -No 12'6" x 8'0" +40/ -45 Doors -No Sidelites_1 o. NAMI AUTHORIZED SIGNATURE: • Certification No.: Certification Date. Expiration Date: Revision Date: • Test Report Number Drawing Number & .Comments NCTL•2W- 3125 -1 • MaxbAux Pftnel Size~ 3'0"x 8'0r Anoltar I etailNA P1A 131-05 1(cr x210.3(2.54 Maxittuun Paid Size ' 0 a yr • Ancbal Detail MML0131.OS WCTL -210- 3125 -1 Maximmn Panel S i z e : 3 ' 0 1 1 x . : . Ancbe;Delail- MAF1Ai31 -05 NC!'G21O- 3125 -1 MaximmniFvel Size: 3'O" x $'0" AneivxDeiail -MA; FL0131• 05 NOTt-2I0312S -1 Weise= PanelSizec 3'0" x 8'a" AneburDetatl -MA FLO131 -05 OW 0/5 . GlazedDoors 1.2'6"X8'0" +45/ -40 - - Doors-No 14C L21134125 -I' Doii11e w/Sideliles Glazed Sidelltes S1de11tes -No maximum gated size: 3'0" x 8'0" Anther Detail- MA- FLOl31 -05 National A.cereditation & Management Institute, Inc./11870 Merchants Walk Stlite News, VA . Tel-757.594.8650/Fax-757.594.11659 • 1 1006110 -It3 Page 6 • 07/23/2005 42/31/2010 12/18/7008