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WS-12-617
4' Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 172137 Permit Number: WS -4 -12 -617 Scheduled Inspection Date: May 01, 2012 Inspector: Bruhn, Norman Owner: KING, ROGER & JUDITH Job Address: 137 NE 105 Street Miami Shores, FL 33138- Project <NONE> Contractor: J&G CARPENTRY INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number (305)_ - Parcel Number 1121360050120 Phone: (561)333 -5042 Building Department Comments INSTALLATION OF EXACT SIZE FOUR DOOR Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 30, 2012 For Inspections please call: (305)762 -4949 Page 8 of 12 Alm 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 BUILDING PERMIT APPLICATION FBC 20 Permit TypaitILD ROOFING mmomaymr-H APR 0 9 2612 U BY: Permit N ) -(0.0_ Master Permit No. OWNER: Name (Fee Simple Titleholder): 4D e p , //l Phoned) 7S5 "3 8 /37 —5 City: /4,124 SA 11f1eS State: Zip: 3 3 /38 Tenant/Lessee Name: Phone#: Email: Address: JOB ADDRESS: 1 3 % 11-"E /O -5+ City: Miami Shores County: Miami Dade Folio/Parcel #: // -2 /36 - b b5 o/ 10 Is the Building Historically Designated: Yes NO Flood Zone: Zip: 3 13 13 CONTRACTOR: Company Name: :Tot— 6 (CG1.r —4-;.r, Phone#: i - 333 ---2-7 4) ti- Address: l 3 (f L 9 r l..± /Li � City: 1," ,948 State: I ' j -- Zip: 3 `0 / 2 Q u a l i f i e r Name:, f f1 ®S I ) i s Phone #:all- - - 3 -7- b 7 State Certification or Registration #: e_(:, C 0 2- 8 1 Certificate of Competency #: Contact Phone #: 5710-762 S Email Addres7 7 DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ •2.0 - 6,3 Square/Linear Footage of Work: Type of Work: OAddition OAlteration ONew epair/Replace ODemolition Description of Work: G k r-lei.et cs Cl Je * * * * * * * * ****+x+x***+ *** *+ x+ x* *+x**m**+x+x*****Fees **** ** **** ****+ x** ****+ x*********+x****** *** ** GS Submittal Fee $ Permit Fee $ //o CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ *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 o ` (/ / 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 FT.FCTRICAL 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 is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or A, The foregoing i tument was acknowledged before me this 1('cy cis, day of a , 20 I , by .O J�/ 1� t ►°1 , who is personally known to me or who has produced k-- l )L As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: A 1 My Commission Expires: APPROVED BY Signature Contractor The foregoing instrument was acknowledged before me this---3 day of ''6•7 7 ,20 /c ;by a.3 th I r Oi(� who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: *••02ue, JOEL R. GO 1. bltc State or a •z My Comm. Expires Aarat201 -'•••i •ri„ •td••• Sanded Through NNational 108 ... . Mi -/ • ssion ExpireR. � ''0 M7 tj p IEEOWS EXPIRES: January 12, 2015 %C /V'1� Plans Examiner Zoning Structural Review Clerk (Revised 07 /10/07)(Revised 06 /10/2009)(Revised 3/15/09) �,..,M..tet CtJ► cci• CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DDIYYYY) OI /771, ?012 3t 9 I47 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the cerficate holder is an ADDITIONAL INSURED, the policyties) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. a statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Highpoint Risk Services LLC 5510 LBa Freeway, Suite 1200 Dallas, TX 75240 IwNIAor NAM Puttur I"a•"m•I•r) (600) 128 -0823 Is.** tsec Nev (9721404.0380 r•ws ADDRESS. INSURERS AFFORDING COVERAGE NAICI INSURER A' . .. n I,,TA 3 t7 ,ca '.r .,31/ :.....,n,, •: 12I':7 INSURED: AMS 1/c/f; J • U CARPENTRY, 1NC. 13461 79 Cr. NORTH WEST PALM BEACH, FL 33412 Phone: (661) 331 -7704 Fax: (5611 333 -•Y)47 INSURERS' INSURER INSURER CI ` S INSURER E: PREMISES IL. e,e,,rnn.) INSUI4LR F, • AC12- 6200452 - 1081551 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TOWE INSURED NAME ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN iS SUBJECT TO ALL I HE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY BEEN RFOUCFD BY PAID CLAIMS ,HAVE (NSR LTR TYPE OF INSURANCE AOOL INSR SUER two POLICY NUMBER POLICYEFF DATE MUMMY' POLICY EXP DATE (MMIDD/YY1 LIMITS GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY ICLAIMS MADE D OCCUR D D EACH OCCURRENCE S PREMISES IL. e,e,,rnn.) S MED EXP (Any one person) S PERSONAL a ADV INJURY 5 GENERAL AGGREGATE $ GEN1 AGGREGATE LIMIT APPLIES PER POLICY Vi n Loc PRODUCTS • COMP/OP AGG $ $ AUTOMOBILE — .---. �ALt — _ LIABILITY ANY AUTO OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINLD SING!. F LIMIT It.a acCdeni) $ BODILY INJURY (Per person) S BODILY INURY (Per acudent) $ PROPERTY DAMAGE (Per acudenI) $ $ _ UMBRELLA LIAR EXCESS LIAB CLAIMS -MADE OCCUR 0 ❑ EACH OCCURRENCE 5 AGGREGATE $ .-- DEDUCTIBLE RETENTION $ 5 $ WORKERS COMPENSATION EMPLOYERS' LIABILITY ANY PROPERIETOR/EXECUTIVE OFFICER.MEM8EREXCLUDEO? A ayBen,, sde cribeunder SPECIAL PROVISION below AND YM MA DPE2627274 04/01/2012 we ( X ( TORvitii -S I io R - 04/01/2011- E.L. EACH ACCIDENT $ 1000000 © E.L. DISEASE - EAEMPLOYEE $ 1000000 L.L. DISEASE - POLICY LIMIT $ 1000000 DD DESZRIPTION OF OPERATIONSILOCATIONSNEHICLES (Attech05 ACORD101, Additional Remarks Schedule. If more space is required This c rtif•cate r m i s in effect provided, the ccount is in ood atandin w tt AMS. ov toC(s �s �IpS} o ovloeo ror an etSpio e4i or wTliCT1 th. rl'SJnt 1,• not repo lntg.wa9� f0 %2 pp( ie9 O 1001K D theg emppioy O0c oqr AM IP.8 ed k T 6 ,, A P ,N'1'R,•yy33__'' ''[[jj�N('...r• oC ive 01i. 2. ti kegs OlnpeI t3 Llon COVerage Ss EOr t C•Stat O ior1a a On . 3. R n. ins ra ce care has an 114 Besempaoyeg under or better. 4. Insure is Lease e romr_eer.. C,mpennatlon & mpinoyers laYbilaty as a Ams 4.G11 I Or rve+, Ilm I •vw1�1. MIAMI SHORES VILLAGE BUILDING FAX: 3 05 - •156 - 8 972 10050 N.E. 2ND AVE. MIAMI SHORES, FL e3138 DEPT. -- -- - SI IOULD ANY OF TtiE ABOVE DESCRIBED POLICIES BE CANCELLED BEI ORE THE EXPIRATION DATE t HEREOF. NOME ICE WILL BE DELIVERED IN ACCORDANCE WITI1 1HE POLICY PROV1StONS AUTHORIZED REPRESENTATIVE ,,.._ - -- '.p' 'sr'�•3"' -"` °, —... nnflllf A VirtIU All ....l...en.....n.! ACORD 25 (2010105) US CO LIN 3058995528 » 2012 -04 -03 02:34 RECEIVING SPECIAL SERVICES Store 6322 N MIAMI/BISCAYNE 12055 BISCAYNE BLVD MIAMI, FL 33181 CUSTOMER INVOICE cb/ - r1054age 1 of 4 No. 6322-192028 Phone: (305) 981-2959 Salesperson: JXJ263 Reviewer REPRINT 2012-04-0315:56 • ftl•■••-■- MERCHANDISE AND SERVICE SUMMARY :ZrirciZtgig"'"'"""`"' P.,e r.-I.f. :Ff.:-.1:..4.:-.::.:4 :..:::If.,•!: -..11 REF It 1101 KING ROGER tli-',:i• .7 I'll iiii:Y.:!: Holm Wale (305) 759-8138 0 h"-- 0 d Cr) 14.'ss 137 NE 105TH ST =.175 ---, ..? 5:Als , i. R04 *244 P4°16 (305) 322-0827 21.00 LF CASING WM327 PFJ 11/16X2-1/4 $0.83 Canxu Name Cl/ MIAMI SHORES TO BE DEUVERED: REF * 506 ESTIMATED ARRIVAL D ;.. -i .• • Jz6D3wiPfta CORDOVAE 1-1::,:;.-....41:0,:et-i: sbba FL 42 33138-2032 Noie _.;„: :1-31:-iffik:::-.:;',7--.'; OW,' MIAMI-DADE REPRINT 2012-04-0315:56 • ftl•■••-■- MERCHANDISE AND SERVICE SUMMARY :ZrirciZtgig"'"'"""`"' P.,e r.-I.f. :Ff.:-.1:..4.:-.::.:4 :..:::If.,•!: -..11 REF It 1101 STOCK MERCHANDISE TO BE DEUVERED: tli-',:i• .7 I'll iiii:Y.:!: *4 • ' " :-.2.?.:"•••••'• .2.-•...". •••::::•!u_i scilifti i- ...... ':'"*I431L.-1.. '' . . 1 =.175 ---, ..? 5:Als , i. R04 565-411 21.00 LF CASING WM327 PFJ 11/16X2-1/4 $0.83 $17.43 SIC - MDSE TO BE DEUVERED: REF * 506 ESTIMATED ARRIVAL D ;.. -i .• - 012 P.O. *22558597 itatainl 1-1::,:;.-....41:0,:et-i: ' j:, ...„.. .: :••,..4.i.!.:, . .f.:,.t.-atal;t-ifFIA6Riiikt • *.'1.::;-;:n..1.*:fiRl:00.7%iffi$:::cordAtAa'-',L. Noie _.;„: :1-31:-iffik:::-.:;',7--.'; S01301 665-683 1.00 EA — CORDOVA / CORDOVA JW EXT CORDOVA / quote#6322032324co • t...2:4,67.,,, c NW N unit size 37 1/2x79 1/2 jamb PVC 6 9/16 swing(c) PVC 180 wm bm ,.iL chrome sill sill bronze double bore back set 2 3/8 ta111. $1.311.19 $1,311.19 MERCHANDISE TOTAL; $1328.62 DELIVERY INFORMATION DELIVERY DATE: INSTALLER WILL SCHEDULE t• N - . INSTALLER WILL DELIVER MDSE TO: SITE OF INSTALLATION *101 AT TIME • 41 •k 3) 1 ' TION. .. t.,,'‘ NOTE:. UPON RECEIPT OF ALL $/0 MERCHANDISE - INSTALLER WILL , .i • , • MER TO SCHEDULE INSTALL DATE. Check your current order status online at www.hemedepoteomforderstatus Page 1 of 4 No. 6322-192028 Customer Copy 3058995528 » SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: KING Page 2 of 4 No. 6322 7192028 Page 2 of 4 No. 6322 - 192028 Customer Copy ESTIMATED INSTALL BEGIN DATE: 03/2612012 ESTIMATED INSTALL END DATE: 04117/2012 MERCHANDISE TO BE INSTALLED: • 'FtE °0 : • KU ' QTY :i UM :... • • :.. `DESCRIPTION :: " :. .- . • ,ti : R04 565 -411 21.00 LF CASING WM327 PFJ 11116X2 -114 S0601 665 -683 1.00 EA CORDOVA JW EXT CORDOVA BASIC INSTALLATION LABOR : .. bESCRIPTION: • - ::. r4 • • . 1>'Y:- .'.� • UM `I ' ; ;PRtC .• EXTENSION . 523 -872 EXTERIOR DOOR FL- NAT/PRE -HUNG DOOR UP TO 36X96 1.00 EA N $287.00 $287.00 OPTIONAL LABOR SELECTED INCLUDES: • Opry;ION: �.: '• - •' = ''..'�:. •. .D SORPTION . . ' ..... • a[ >r -. . ti= - •QTR " -Vf :.:6Fi r: : : I,- .,; ICE • CH gierNgioN '. 1 HAUL AWAY OF EXISTING DOOR (PER DOOR OPENING)/ 1.00 EA N $15.00 $15.00 23 UPCHARGE FOR IMPACT OR INSULATED GLASS UP TO 36' WIDE X 96° HIGH! 1.00 EA N $90.00 $90.00 iiiiirtiaWiliiiikeatit NAM 't EKING. ROGER INSTALL LABOR CHARGE: $392.00 ADDRESS: 137 NE 105TH ST TRIP CHARGE: $0.00 CITY: MIAMI SHORES STATE: FL ZIP: 33138 -2032 CREDIT FOR DEPOSITIMEASURE: $50.00 COUNTY: MIAMI -DADE SALES TAX RATE: 7.000 TAX: Merchandise - N LABOR - N INSTALL TOTAL DUE : S342.00 PHONE (305) 759 -8138 ALTERNATE PHONE (305) 322 -0827 BASIC INSTALLATION LABOR INCLUDES: ' PRE INSTALLATION AND JOBSITE MEASURE FEE APPLIED TO ' INSTALL NEW INTERIOR CASING AND EXTERIOR TRIM/BRICKMOLD PURCHASED INSTALL OF THE NEW DOOR WHEN THE CASING/TRIM IS THE SAME SIZE OR 'DELIVERY OF DOOR AND ALL JOB RELATED MATERIALS BY WIDER (CUSTOMER PROVIDES) ' REMOVAL OF EXISTING DOOR UNIT • INCLUDE NON - COLORED STUCCO PATCH TO REPAIR MINOR CHIPS • INSTALL NEW SLAB OR PRE -HUNG EXTERIOR DOOR UNIT AND CRACKS RESULTING FROM REMOVAL OF DOOR (FOR LARGER ' INSTALLER TO PROVIDE NECESSARY FASTENERS, SHWAS AND STUCCO REPAIR, SEE OPTIONS) CAULKING • PRE -HUNG DOOR UP TO 72X96 INCLUDES DOUBLE DOORS AND DOORS " INSTALL NEW OR EXISTING LOCKSET AND KICK PLATE(IF WITH SIDELIGHTS APPUCABLE) ON NEW DOOR (CUSTOMER PROVIDES) • FINAL CLEAN UP OF ALL DEBRIS RELATED TO INSTALLATION " ADJUST DOOR TO ENSURE PROPER OPERATION ' FINAL INSPECTION WITH CUSTOMER INCLUDING INSTRUCTIONS ON " DRILL HOLE IN JAMB FOR ALARM WIRING IN SAME LOCATION AS CARE AND/OR TEST UNIT TO ENSURE PROPER OPERATION EXISTING DOOR UNLESS STATED ABOVE THIS INSTALLATION DOES NOT INCLUDE Page 2 of 4 No. 6322 - 192028 Customer Copy O U' U' CD rr 3058995528 » C7 W V W OC M SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: KING Page 3 of 4 No. 6322- 192028 �•7ra4�LATI #1.: •.:. '`�C•_Uiwed) • . REF $101 INSTALL DOORS OVER 72(98 INSTALL FIXED RECTANGULAR TRANSOM LITES NOT PART OF PRE-HUNGDOOR UNIT INSTALL FIXED ARCH TRANSOM LITE IN EXISTING OPENING INSTALL MORTISE LOCKS ON WOOD DOORS (CUSTOMER PROVIDES) REPAIR CARPENTRY TO EXISTING OPENING DISCONNECT AND RECONNECT OF SECURITY SYSTEMS►WIRING PLASTER, DRYWALL OR SIDING WORK STRUCTURAL WORK STUCCO PATCH GREATER THAN 4°, PAINT AND STAINING ELECTRICAL WORK INSTALL ALL AMERICAN DOORS SPECIAL NOTES: • IF YOU HAVE AN ALARM SYSTEM, YOU MUST HAVE IT ' THE INSTALLER WILL BROOM CLEAN THE IMMEDIATE WORK AREA DISCONNECTED BEFORE THE INSTALLATION BEGINS. ALSO, IT BEFORE COMPLETING THE INSTALLATION. AIRBORNE DUST IN OTHER WILL NOT BE RECONNECTED AS PART OF THIS INSTALLATION. PARTS OF THE HOME IS A NATURAL OCCURRENCE AND IS THE • AN ADULT OVER 18 YEARS OF AGE WITH THE AUTHORITY TO MAKE RESPONSiILITY OF THE CUSTOMER. DECISIONS ABOUT YOUR INSTALLATION MUST BE PRESENT DURING THE • THE INSTALLER WILL PROVIDE THE MANUFACTURER'S PRODUCT INSPECTION (WHEN APPUGABLE), DELIVERY AND INSTALLATION MANUAL AND WARRANTY CARO TO THE CUSTOMER. PLEASE REFER • CHILDREN AND PETS MUST BE KEPT AWAY FROM THE WORK AREA TO THIS FOR WARRANTY REQUIREMENTS AND MAINTENANCE • ELECTRICITY MUST BE ACCESSIBLE TO THE WORK AREA RECOMMENDATIONS. • IT MAY BE NOISY DURING YOUR INSTALLATION • NO WORK TO BE DONE ON SUNDAYS OR HOLIDAYS • CANCELLING APPOINTMENTS WITH INSTALLERS OR MISSING SCHEDULED APPOINTMENTS MAY LEAD TO ADDITIONAL CHARGES •' ° ; ,�.,r . ! �I 1 '` :.. • i . �i~' : :;..; : :: '. , 4:,� ;�:-:. REF # 105 ESTIMATED INSTALL BEGIN DATE: 03/282012 ESTIMATED INSTALL END DATE: 0411712012 BASIC INSTALLATION LABOR: 4 ..::,;. . •• a1e: # •;�_ ."•• -9.4.:1.. • �. .4.p-if::: • ,a drm,. :- r-- *I:V. :-: ;..• -- .:::1... •r::• • •T•.. • ''� = °: �;F2d'���''''J: 7' '•.�L. •..n,7= :•. , • . • :.,,I,�� ' � :r:r;,.; .• ,...:, : .: ; t£_� _ � � _ ..� .. , _ ..� u,.. ,., .k I. �.•.,. ••'r, y �yi �p'r � f ::,..... ..` ' P- �. "� = .....c � • ; { � '• � gaa�¢ � mnd,oi 1t.� - L!.., 114442 BUILDING MATERIALS PERMIT FEE -NAT! 1.00 EA N $0.01 $0.01 OPTIONAL LABOR SELECTED INCLUDES: r M O S O Page 3 of 4 No. 6322- 192028 ti Customer Copy l In O U' Un m U' 3058995528 » C..7 tom. W U UJ DC Ir M SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: KING Page 4 of 4 No. 6322192028 • • INSTAU. ATION: #2.. •: . • • ! : i"oigtnuedl REF #BIOS OPTIcI1i' • ' r ;l'. :`'`:DESCRIPTION :': `::y I....,.'" .:...... . .... -(�i'' �:• •. ";':'UM: ':` : •,. • filie EACH}: - E9(rENSIOAI 5 PERMIT AND ADMINISTRATIVE FEE (QTY X $1.00)/ 350.00 EA N $1.00 $350.00 `i • - • C4- 7I> 1.5E :NAMEc JmNG, ROGER INSTALL LABOR CHARGE: $360.01 ADDRESS: 137 NE 105TH ST TRIP CHARGE: $0.00 CITY: MIAMI SHORES STATE: FL ZIP: 33138 -2032 CREDIT FOR DEPOSITIIYE:ASURE: $0.00 COUNTY: MIAMI -DADE SALES TAX RATE: 7.000 TAX: Merchandise - N LABOR - N INSTALL TOTAL DUE: $350.01 PHONE: (305) 759-8138 ALTERNATE PHONE: (305) 322 -0827 BASIC INSTALLATION LABOR INCLUDES: *ALL FEES ASSOCIATED WITH OBTAINING PERMIT (MUNICIPALITY OR INSTALLER. IF DELIVERED TO INSTALLER, THE INSTALLER INILL FEES, ENGINEERING, WINO LOAD CALCULATIONS, RECORDING, ARRIVE AT JOBSITE ON DAY OF INSTALL AND LEAVE WITH CUSTOMER - POSTAGE AND ADMINISTRATIVE). • DELIVER COMPLETED PERMIT PACKAGE TO PROPER MUNICIPALITY, PICK UP FROM THAT MUNICIPALITY AND DELIVER TO EITHER JOBSITE SPECIAL NOTES: • CUSTOMER IS RESPONSIBLE FOR PAYMENT OF THE PERMIT. ONCE IN FULL. NO REFUNDS ON PERMIT FEES AFTER 72 HRS. OF PAYMENT. THE PERMIT IS PAID FOR. WORK ON THE PERMIT ASSEMBLY BEGINS IMMEDIATELY. CANCELLATIONS WITHIN 72 HRS. WILL BE REFUNDED - ma. ii., 1 !c'- +,+RBI•. •- - -'. !. •'. .. TOTAL CHARGES OF ALL MERCHANDISE & SERVICES .__ 020.63 SALES TAX $0.00 TOTAL 52,020.63 j��' .. .:.3• r•,....t •,- ,.•,o-ra,r,,.:a,�.::;- ..:'':• .,• .." - -.., .:., ;: •.., -.; _ —.11 - ,�•a:., : ,-' •'•Hd'::kE `�"'�.� _'- �FC =:e`ils7:;5"r.' �+!'' .t:t �A,�..�,�a'=- i?�= :. ::t.� 4 r...,i;ir•� �.L�M ,. ,e :.....: ......�cr:. ra cwn s,•, .•: t�l•...: .. '_•='-- a'ri_n' ='Y :=' - �?,• {s!:,ar -'�ibi•I °- l:a°•,�"- ?.t'�dmi yt $'•a.:!I;•.I �^ n a:. = 2 t.'•.di.t� ?' .�.4., .�. ,'. a I'(a �] �. r,.4.. ,.'hj .. ,.':d.??.:`s..'?:.x_•..� •:,i: -r•. a,a ..s:- »a...:r?i� .;t.. .,4� ,i'i.!• .. •.�» .,....�..._ -:S: �ij= r. crS : ��:t �:ii: �',J �, 4, -gyp t .QRb�ER • ORDER TOTAL O M O Page 4 of 4 No. 6322- 192028 Customer Copy AP 9 2Lio 36" X 80" REPLACE DOOR IN 1 OPENING ONLY. NEW DOOR TO BE IMPACT RESISTANT - HURRICANE SHUTTERS NOT REQUIRED. _J Sit-(01 ADEN /NG' ' NO. WDTH. HGT. S&L FTG. 1 OPENING PRESSURES POS. NEG. SUBJECT TO COMPUANCE WITH AU. FEDERAL. STATE AND COUNTY RULES AND REGULATIONS cam; Qi..,riabel dill ft..s 9i 1 COMMENTS 1 I 36 I 80 in a Z N 4 ADEN /NG' ' NO. WDTH. HGT. S&L FTG. WIND ZONE OPENING PRESSURES POS. NEG. PRODUCT APPROVAL (N.O.A. #) DESIGN PRESSURES POS. NEG. COMMENTS 1 I 36 I 80 20.00 4 44.3 I -48.2 FL14569 R2 60.0 I -60.0 LSMI REPLACE EXISTING DOORS AS DESIGNATED WITH NEW FLORIDA BUILDING CODE APPROVED DOORS. NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 3/16" TAPCON SCREWS INTO CONCRETE WITH A MINIMUM 1 1/4" PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS. SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES MEAN ROOF HEIGHT = 12 FT 2 IN KING RESIDENCE 137 N.E. 105TH STREET MIAMI SHORES , FLORIDA DOOR REPLACEMENT PLAN 03/09/2012 - 11:35am gabriels F: \01 Project Flies\ 2010-MPS WOO Wind Charts\ Reference \00 -MPS10 -400 Series (Current).dwg 2010 FLORIDA BUILDING CODE & ASCE 7 -10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof DESIGN PRESSURES (PSF) Tributary Area - ZONE (Sq Ft) 4 ht 10 15 4. 20 25 30 35 40 45 50 -62.1 +46.3 - 50.3 -49. 48.2 i - 47.5 - 47.0 - 46.5 - 46.1 - 45.7 -45.4 1 30 ft +46.3 +45.1 +44.3 +43.6 +43.0 +42.6 +42.2 +41.8 +41.5 -62.9 +47.0 -50.6 -49.4 . -47.8 -47.3 -46.8 46.4 -46.1 -45.7 31 ft +46.7 +45.4 +44.6 +43.9 +43.3 +42.9 +42.5 +42.1 +41.8` 32 ft -51.0 +47.0 -49.7 +45.7 -48.8 +44.9 -48.2 +44.2 -47.6 +43.6 47.1 +43.2 - 46.7 +42.7 -46.4 +42.4 -46.0 +42.1 33 ft -51.3 +47.3 -50.0 +46.0 -49.2 +45.2 -48.5 +44.5 -47.9 +43.9 -47.4 +43.4 -47.0 +43.0 -46.7 +42.7 -46.3 +42.3 34 ft -51.6 +47.6 -50.4 +46.3 -495 +45.4 -48.8 +44.7 -48.2 +44.2 -47.7 +43.7 -47.3 +43.3 -47.0 +42.9 -46.6 +42.6 35 ft -51.9 +47.9 -50.7 +46.6 -49.8 +45.7 -49.1 +45.0 - 48.5 +44.5 -48.0 +44.0 -47.6 +43.6 -47.2 +43.2 -46.9 +42.9 36 ft -52.2 +48.2 -51.0 +46.9 -50.1 +46.0 -49.4 +45.3 - 48.8 +44.7 -48.3 +44.2 -47.9 +43.8 -47.5 +43.4 -47.2 +43.1 37 k -52.5 +48.4 -51.3 +47.2 -50.4 +46.3 -49.7 +45.6 -49.1 +45.0 -48.6 +44.5 -48.2 +44.1 -47.8 +43.7 -47.5 +43.4 38 ft -52.8 +48.7 -51.6 +47.4 -50.6 +46.5 -49.9 +45.8 -49.4 +45.2 -48.9 +44.7 -48.4 +44.3 -48.1 +43.9 -47.7 +43.6 39 ft -53.1 +49.0 -51.8 +47.7 -50.9 +46.8 -50.2 +46.1 -49.6 +45.5 -49.1 +45.0 -48.7 +44.6 -48.3 +44.2 -48.0 +43.9 40 ft -53.4 +49.2 -52.1 +47.9 -51.2 +47.0 -50.5 +46.3 -49.9 +45.7 -49.4 +45.2 -49.0 +44.8 -48.6 +44.4 -48.3 +44.1 41 ft -53.7 +49.5 -52.4 +48.2 -51.5 +47.3 -50.7 +46.5 -50.2 +46.0 -49.7 +45.5 -49.2 +45.0 -48.8 +44.7 -48.5 +44.3 42 k -54.0 +49.7 -52.7 +48.4 -51.7 +47.5 -51.0 +46.8 -50.4 +46.2 -49.9 +45.7 -49.5 +45.3 -49.1 +44.9 48.8 +443 43 ft -54.2 +50.0 -52.9 +48.7 -52.0 +47.7 -51.3 +47.0 -50.7 +46.4 -50.2 +45.9 -49.7 +45.5 -49.3 +45.1 -49.0 +44.8 44 ft -54.5 +50.2 -53.2 +48.9 -52.2 +48.0 -515 +47.2 -50.9 +46.6 -50.4 +46.1 -50.0 +45.7 -49.6 +45.3 -49.2 +45.0 ft -55.0 +50.7 -53.7 +49.4 -52.7 +48.4 -52.0 +47.7 -51.4 +47.1 -50.9 +46.6 -50.4 +46.1 -50.0 +45.8 49.7 +45.4 48 k -55.5 +51.2 -54.2 +49.8 -53.2 +48.9 -52.5 +48.1 -51.8 +47.5 -51.3 +47.0 -50.9 +46.6 -50.5 +46,2 -50.1 -+45.8 50 ft -56.0 +51.6 -54.6 +50.2 -53.7 +49.3 -52.9 +48.5 -52.3 +47.9 -51.8 +47.4 -51.3 +47.0 -50.9 +46.6 - -50.6 +46.2 52 ft -56.4 +52.0 -55.1 +50.7 -54.1 +49.7 -53.3 +48.9 -52.7 +48.3 -52.2 +47.8 -51.8 +47.3 -51.4 +46.9 -51.0 +46.6 54 ft -56.9 +52.4 -55.5 +51.1 -54.5 +50.1 -53.8 +49.3 -53.1 +48.7 -52.6 +48.2 -52.2 +47.7 -51.8 +47.3 -51.4 +47.0 56 ft -57.3 +52.9 -55.9 +51.5 -54.9 +505 -54.2 +49.7 -53.6 +49.1 -53.0 +48.5 -52.6 +48.1 -52.2 +47.7 -51.8 +47.3 58 ft -57.8 +53.2 -56.4 +51.8 -55.4 +50.8 -54.6 +50.1 -54.0 +49.4 -53.4 +48.9 -53.0 +48.4 -52.6 +48.0 -52.2 +47.7 60 ft -58.2 +53.6 -56.8 +52.2 -55.8 +51.2 -55.0 +50.4 -54.3 +49.8 -53.8 +49.3 -53.3 +48.8 -52.9 +48.4 -52.6 +48.0 0 z m O O O I 3 -v N F-► 0 li EXTERIOR ZONE 5 PRESSURES Mean Roof DESIGN PRESSURES (P5F) - ZONE Tributary Area (Sq Ft) 5 Height 10 15 20 25 30 35 40 45 50 0 -30ft -62.1 +46.3 -59.6 +45.1 -57.9 +44.3 -56.5 +43.6 -55.4 +43.0 -54.5 +42.6 -53.7 +42.2 -53.0 +41.8 -52.4 +41.5 31 ft -62.5 +46.7 -60.0 +45.4 -58.3 +44.6 -56.9 +43.9 -55.8 +43.3 -54.9 +42.9 -54.1 +42.5 -53.4 +42.1 -52.7 +41.8 32 ft -62.9 +47.0 -60.4 +45.7 -58.7 +44.9 -57.3 +44.2 -56.2 +43.6 -55.3 +43.2 -54.4 +42.7 -53.7 +42.4 -53.1 +42.1 33 ft -63.3 +47.3 -60.8 +46.0 -59.1 +45.2 -57.7 +44.5 -56.6 +43.9 -55.6 +43.4 -54.8 +43.0 -54.1 +42.7 -53.4 +42.3 34 ft -63.7 +47.6 -61.2 +46.3 -59.4 +45.4 -58.0 +44.7 -56.9 +44.2 -56.0 +43.7 -55.1 +43.3 -54.4 +42.9 -53.8 +42.6 35 ft -64.1 +47.9 -61.6 +46.6 -59.8 +45.7 -58.4 +45.0 -57.3 +44.5 -56.3 +44.0 -55.5 +43.6 -54.7 +43.2 -54.1 +42.9 36 ft -64.5 +48.2 -61.9 +46.9 -60.1 +46.0 -58.7 +45.3 -57.6 +44.7 -56.6 +44.2 -55.8 +43.8 -55.1 +43,4 -54.4 +43.1 37 ft -64.9 +48.4 -62.3 +47.2 -60.5 +46.3 -59.1, +45.6 -57.9 +45.0 -57.0 +44.5 -56.1 +44.1 -55.4 +43.7 -54.7 +43.4 38ft -65.2 +48.7 -62.7 +47.4 -60.8 +46.5 -59.4 +45.8 -58.3 +45.2 -57.3 +44.7 - 56.4 +44,3 -55.7 +43.9 -55.0 +43.6 39 ft -65.6 +49.0 -63.0 +47.7 -61.2 +46.8 -59.7 +46.1 -58.6 +45.5 -57.6 +45.0 -56.8 +44.6 -56.0 +44.2 -55.3 +43.9 40 ft -65.9 +49.2 -63.3 +47.9 -61.5 +47.0 -60.1 +46.3 -58.9 +45.7 -57.9 +45.2 -57.1 +44.8 -56.3 +44.4 -55.6 +44.1 41 ft -66.3 +49.5 -63.7 +48.2 -61.8 +47.3 -60.4 +46.5 -59.2 +46.0 -58.2 +45.5 -57.4 +45.0 -56.6 +44.7 -55.9 +44.3 42 ft -66.6 +49.7 -64.0 +48.4 -62.1 +47.5 -60.7 +46.8 -59.5 +46.2 -58.5 +45.7 -57.6 +45.3 -56.9 +44.9 -56.2 +44.5 43 ft -66.9 +50.0 -64.3 +48.7 -62.4 +47.7 -61.0 +47.0 -59.8 +46.4 -58.8 +45.9 -57.9 +45.5 -57.2 +45.1 -56.5 +44.8 44 ft -67.3 +50.2 -64.6 +48.9 -62.7 +48.0 -61.3 +47.2 -60.1 +46.6 -59.1 +46.1 -58.2 +45.7 -57.4 +45.3 -56.8 +45.0 46 ft -67.9 +50.7 -65.2 +49.4 -63.3 +48.4 -61.9 +47.7 -60.7 +47.1 -59.6 +46.6 -58.8 +46.1 -58.0 +45.8 -57.3 +45.4 48 ft -68.5 +51.2 -65.8 +49.8 -63.9 +48.9 -62.4 +48.1 -61.2 +47.5 -60.2 +47.0 -59.3 +46.6 -58.5 +46.2 -57.8 +45.8 50 k -69.1 +51.6 -66.4 +50.2 -64.4 +49.3 -63.0 +48.5 -61.7 +47.9 -60.7 +47.4 -59.8 +47.0 -59.0 +46.6 -58.3 +46.2 52 ft -69.7 +52.0 -66.9 +50.7 -65.0 +49.7 -63.5 +48.9 -62.2 +48.3 -61.2 +47.8 -60.3 +47.3 -59.5 +46.9 -58.8 +46.6 54 ft -70.2 +52.4 -67.5 +51.1 - 65.5 +50.1 -64.0 +49.3 -62.7 +48.7 -61.7 +48.2 -60.8 +47.7 -60.0 +47.3 -59.3 +47.0 56 ft -70.8 +52.9 - 68.0 +51.5 - 66.0 +50.5 - 64.5 +49.7 -63.2 +49.1 -62.2 +48.5 -61.2 +48.1 -60.4 +47.7 -59.7 +47.3 58 ft -71.3 +53.2 -68.5 +51.8 - 66.5 +50.8 -65.0 +50.1 -63.7 +49.4 -62.6 +48.9 -61.7 +48.4 -60.9 +48.0 -60.2 +47.7 60 ft -71.8 +53.6 -69.0 +52.2 - 67.0 +51.2 -65.4 +50.4 -64.1 +49.8 -63.1 +49.3 -62.1 +48.8 -61.3 +48.4 -60.6 +48.0 8 REMARKS DRWN CHKD DATE f NIT ISSUE GSS TSB 03/05/12 r - THIS DOCUMENT IS THE PROPERTY OF FRANK L SENNARDO, PE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, RE. "ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. WIND VELOCITY = 175 MPH EXPOSURE 'C' ENCLOSED STRUCTURE, FLAT TERRAIN MRH 60' BASED ON Kd = 0.85 INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. TABLES VALID ONLY FOR BUILDINGS OF MEAN ROOF HEIGHT AS LIMITED ABOVE, 3. TABLES VALID FOR ALL ROOF TYPES & SLOPES. APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 5. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7 -10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCp1 = +/ -0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE- SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. - 5. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 7. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSLY PROVIDED. HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, - BUT -NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5IF -AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. WALL ZONE FIGURES 2010 FLORIDA BUILDING CODE ASCE 7 -10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7 -10 PEAK ROOF HEIGHT MEAN ROOF HEIGHT ISO ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF ACTH #9895 • Flora Building Code Online Departmentaf Busines Protessi Regulation BCIS Home f Log in g User Registration Hot Topics I Submit Surcharge Stets & Facts I Publications I FBC Staff BCIS Site Map Limn Product Approval SER: Public User product Approval Menu > product or Application Search a implication Ust > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone /Email Authorized Signature JELD -WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535 -3936 fbc @jeld- wen.com Janet Gerard fbc@jeld- wen.com Technical Representative JELD -WEN Corporate Customer Service Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535 -3936 customerservlceagents@jeld - wen.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Usting National Accreditation & Management Institute, National Accreditation & Management Institute, Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 http://www.floridabuilding.org/pripr_app 8:44:27 AM] Florida Building Code Online CI affirm that there are no changes In the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity ®Yes ®No ®N /A FL14569 R2 COC SA14569 slaned and cert.odf Method 1 Option A Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved 12/16/2011 12/16/2011 12/18/2011 Fl,<#1 [, Number or Name. ]DescHption . , „Single 14569.1 Steel, Wood Edge Door 6' -0° x 6' -8" ,`Full Lite, or Double Door, Outswing - LMI of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other: Product must be Installed per manufacturer instructions as stated on drawing JW050903 Certification Agency Certificate FL14569 RJ C CAC N1006255- R4.PDF Quality Assurance Contract Expiration Date 09/30/2013 Installation Instructions FL34569 R2 II JW05O9- 03.PDF Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports Fl 14569 R2 AE PER 1398 6- 13- 11.odf Created by Independent Third Party: Yes Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850 -487 -1824 The State of Florida is an AA/EEO employer. j:onvnaht 7nn7 -7070 State of Florida, :: privary Staremenr :: Accessibilitv_Statement :• Refund statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public - records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmasterssdbor.state.Fl.us. Product Approval Accepts: http:// wuwnf.flaridabuilding.org /pr /pr_ app _ dd. aspx? param= wGEVXQwtQquxNBj riRcYg% 2f0EHW1XNZWHXGIkgnWOgrTSFDOsQgaog %3d%3d[3 /19/2012 8:44:27 AM] LO JE ' ® Steel WOOD EDGE IMPACT GLAZED STEEL DOOR 8.8 CUTSW)NG SINGLE OR DOUBLE DOOR UNIT UTILIZING COMPONENTS FROM OPEC INC. AND ENDURA PRODUCTS INC. GENERAL NOTES I. THIS MODUCT IS DESIGMED TO COWRY WITH TOE CLAMOR FLOWN BUILLENG COEIFBCj& SEONTHESiOM EDANDS6ALEODATE :62CULOALRHVI�ANDHAS SEENEVALUATEO ArACCC670ANCE WITH FOLIOVIELIk TAS2IN -IN AST14 E.f0-02 ASTRIEfa ' TAS2O29e AST14E33140 AST IIEtg 4S TAS ZW34 ASTM E283B1 2 P K O O D B U E E BY 0774Eas MUST EE ANCHORED PROPERLY TO TRADER LOADS 10 THE STRUCTURE. PRODUCT MOORE SHAD. BEAST SSTEDAADSPACED AS SI6 WI4 &J DETAILS. AJA;tS R EINSOMENT 70 BASE MATERIAL SHALL E BEYOND WALL ORES5e ORSTL%CGO 4. EI S'PPLEO PRESSURE RA MO SEE IAEUL PAGE I S. 10 PRODUCT MEETS THE WATER RUNTS FOR MGR VELOC.TTV i2WRI AWE ZrA6 tRto'O1 6 PRO CT DIES NOT REQUIRE SRL/1TERS RESIDENTIAL INSULATED STEEL DOOR (Common b e8 frame axeriemns) DOOR LEAF CONSTRUCTION: Face sheets: 24 GA (0.021' mint thickness. Gatvanired steel A -525 cammarcleI quality Mar° per ASTM620 with average mirunxmt yield svengthFyrase) 7psi Cure arse= Eapoa54541 pc4shrene weh re to 1.25 as &1b , by.feM -Wee urc Pant Censtru n: The aetise welerectee panels we edftwe24 GA (0.O21'mtn) gaRarazad steel. The face sheets el OR end d boSwn eta ben! SO' over Liu top and Mom tale. The 66p rail maisurest.ee hghr .688- bide The SSW bettor s raft measures 121'/ 1 51.68r ;d a. The at be lace sheers we me farmed btu Binlatch End Ova Mlles vIrfchm end 1.00' ?ugh x TOW Woe The mreabr cavity is Rise ae h stranded polyslytena. The taw sheet are plead to the expended gehstyverte The panels are Cutout he the ODE Atumine m ALLEN frame. (leSS ere glazed Leh tempered and temlnammI impact 1' 7G. On deutde topeestions the ATOM dsauisl wdlranexceedahmL?nunl aseegetotELIGO-T5 abb. rrasouLactiged by ELKitea. Frame ConsbtxlSars The frames are constructed bt hatp proton pine /wets measuring 4.916' x 1.14'. The head jambs are mare: and SU5)Jaared the srdeiambe. and attached with &tee (3) 18G47116' 0nrwrrx rk g staples On each Ste. The tbreshtekt is tinselled b am side jambs Wtt tines (3) 564A 7/16 ° assn x 2° long sus on oath sue. t ITEE COL hid Site Is row/Ill/thickness, oonskiirg alone (I) pane at 0.125' temperedgtaaa; 0.,5" air space: two (Meanest of 0.125" anneared wen .0W" PV8 interferer by Settle All Ras ate sandiefemd glazed Inb pre petrels. 74° MAX. OVERALL FRAME YSDTH IEF ASTRAGAL BOLT ITEM f 12 DOUBLE OFJ7SWINC UNIT (.Y%) SCAM 1/2° TASLE I DESIGN PRESSURE RATING %// %j/ /� ///�/ / ! APPROVED T1ON6 WATER PP .7 USE VtldTER B4%TR*.T dIS Di15 O POPYWS n REGATiff TABLE OF CONTENTS SHEETS DESCR1PT101V TYPICAL. ELEVATIONS VERTICAL CROSS SECTIONS BRA OS MATERIAL HORIZONTAL CROSS SECTIONS OPTTORAL 1XBUCK IN MASONRYrCONCRETE CROSS SECTIONS ANCHORING LOCATIONS COMPMENT TARS UNIT COMPONENTS a Cfigitatly signed by Alex Spyrou Reese n: I am apprcA ing lets document Date: 2011 10.07 09:01'48 04VO NOTES: 1 - ALL VIEWS FROM EXTERIOR. 2 - FOR HORIZONTAL ANCHOR IN IX BUCK OPTION IN MASONRY /CONCRETE. SEE SHEET 4 FOR DETAILS. 3 - FOR ugyc).{ON IN 1)( BUCK OPTION IN SEE SHEET 4 FOR DETAILS. �•��q`S10M AL''G'' "tow mmeisSPTIVU rl.oissaaa.rA.m*eI es...� txT p. VOTER WA72A+1 .5. W Tars come. bum.Ne.Irerm ecCLAS NOTED we an EAG c+x. a+:5. SAFFELL IMMO M. JW0509 -03 Neff 1 W 7 I— 1' MIN. L 1' MIN. --1 SEE DETAIL A SHT. 7 SEE DETAIL A SHT. 7 G?afC'z]tJ�IMM 1rx?i■ Ell ITMI1ii a,7M.EitSr1i Rr :.! J . v_aR . ? allf 3iL3i1I'Ji11•FITh ASTRAGAL OW ,.+ PLATE LOWED STEEL MI ON IfEW .;:,�: IIr /rill;.. �s iEnv z?= ____ ___ a !a 1 mIrriFa Ste. 1'fi�_E �4'ifa "�1!T rF:�.t�$.- ^�L,^-?1.11E•^7.i!T Su !.'!� cal u i ormrC ELI Erulr .!5,a1.**,.i.xrit fi111 E7`►_:1_I_..T % LLLLMi !!111111111M11111MIE c1•vIINR +t+7,;rli,zvasll•Eii Frij I) 'rm� rTtc. =;tom � �y3�1 aitHow, rata .r r , u.... =r,a. QMV "i .a.01I ,rt =na��>_ ir,t• 4., a.rr4h , : r,,, rt tai 101 FTQNEIJILLAAIL. L'i J.,:z? 1i yt?a It i,.t:' 33 OPTIONAL bt WOOD BUCK 0 —' a°m siztO • 21022 . s: -- B.—• ' o n U. ;eess To a. Y NOTES: 1../ SPACING (ITEMS #34). SERE SHEET 5. SCREIT ANCHOR FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN MASONRY /CONCRETE SEE SHEET 4 FOR DETAILS. ® OPTIONALLY. ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS ACHIEVED. 11/2' MIN. EMB. auuutrp, Pte:. °GENSf•.G�� No e+as 2/5/08 east. AS NOTED own en FAG Ctet rrS. SAFFELL JW0509 -03 s1zu 7, OF 7 I--- MIN. MIN. to ALMS SIMIRi ROMA .1.40.511601 rtrr.MINIM= Aft VTR.= ce,e ceweor wOL110.1155211 C e r ra No: Al/ ao -r2 Revel By: rs'd' r a /., 1 i/2' ,_1/4" MAIL SEE OEM A / SHEET 7 �i. 0 "yip fit .ilk I t /6' OFTAL. 6 SHT. 6 a O SEE OETML A SOW 7 V 0 RORIZONTAL CROSS S 17P. WOOD 114791.LSTION SCALD` 8' - !' -O') AIM 1/4' MAX 1' SEE DETAL. A SKEET 7 SEE OiSHT. C SNP. 6 /�1 1 1/2• klriallid ID11 6114: A 0 , 1! ,�i 'walrlar 0 0 0 I RQl�ONTAL CRASS S��TPI!OON 17J MOP LA47ALL4P7ON (STLm 6" SEE OEM A0 SHEET 7 0�f� 011 1/`' uAX. RDR )JWAL CRASS SRLTION 217 amour: JA3TALWTION (crAIR s' a� 1' 'SS l'a� p 0 Caa CROSS sa>770 0 RIZD rAt mow: JNSJ'ALLATJON ( e' ..r--Cr) A,TRAC(L C4oss SEC1101c TIP s- -1 -B') Cubltation . tO ReVie7s.d 5y: r °,. •. ° 4 !a 1' N. D ASPI &i FASIET4SR SPACING IIEUA F• PAST A (POE& or '4 UMW. ® tAMI STRIKE PLAITS MEW TO AVOWAL s w AEHOSTABLE NUT FURS. SOTN PLATS ROWE fa S $' $44k1IP5 FIAT 1406) WOO SCRIM 2. c W stesittur FAS18 KG PMT UitUZE antorat 2/16' mw =woe waft t FOR TS,CON 14a11 1+r MO 1000 SCREW ANC106 ST *4760 MOESS /s t 134), SEE ® NOM P ix MA GPM P WASOSN'IXONCRETE SEE PAST 4 SCR fn, comas= /440•0R • -J25i IIHet Fig STCTOn OF HEAD OR JAMB AS tom O 0 �'•,- TATE OF 1r „8s'0g1b.4`,! , ISlL 8 N.It11.11° 4.074131414041 ROAM P.E. ��14 CIMIRAMICSAILC. 194.P bPE.BPE./M %WV Met, R SIM Pt1$ CEST.Off AIM 110.' must 2/5/08 SAS NOTED OM W* FAG tqi eVS. SAFFEUL tlan JW0509-O.3 CALL IS 7 I" Wm. 1' N4I. 1 • YAI. I• I@I. ♦ 0 LIFI o a 0 1' SEE OTAL Abp 17 O T. AAA 1ye. " +t _ section or Pilo co coos A$ tooa Lj AS tetaliw YAn; --4 I' Iarv. NOTES: ED FOR TAPCoff ANSONIZT AN) loo SOON MOOR SIWANG (ROTS /5 Q %34), sEE SAVET O. DOrest= sfia,ss mgral rrp OPEBAT/NC mar /d OPTION IN MOON.O'/IION W8TS (scat 6 I I /4' Siam I I/2 IPoI. £MO- o MASONRY sr mars OPTIONAL MASONRY/CONCRETE INSTALL CROSS SECTION OF HEAD OR JAMB lake* to Nl . -STATOE! OF R P.H. d0, i69P1 OMMIMOMAII1 wawa max r8 IFd SEE DETAa, B SHEET 5 SEE DETAIL A 12 1/2" TYP. 37 /2" SEE DETAIL A SHEET 5 12 1/2" TYP. 74" ANCHOR1NC LOCATIONS OtIlSWIND SING= WIT (X) SCAM 1/2" D6ilML A SCALE. 3" PBTAIL B SCALD r =I' —O° � UNIT � DUBLE O IXX) SCALD• 112' i —r to NAM °;15.. A4j4. Q'i iG .S�•. F0 om0 4 aui — Ay0E9$RatM, Ra9M 01-6@ sew CO,. LW, . 12)W. 4AMAANC3 STE. OS WORM V ilk a WM FIVE MR. A4 AM1p, YY3j out 2/5/08 saes AS NOTED mg es, MD or. anS. SiFFELL Jb0509 -0J MEET 5 or 7 Cattaking2.: NI 006 a.sr-As, Reviend By: Date Re ewq _ _ �o4 _ DETAIL A —RIME MOUNTING DETAIL SCALE .r 0I LL 3/8" ASTRAGAL RETAINER BOLT MOLE THRU THRESHOLD /MASONRY x 1 -3/8' DEEP DETAIL RAGAL RETAINER STRIKE PLATE FOR SILL DETAIL B T; ' -' IBO LT STRIAE PLATE FOR HEAD SCALE.. r =l -O" DETAIL C STRIKE PLATES TO JAMBS SCALE' 3/8 at•-D' DBTA1L D STRIKE PLATES TO ASTRAGAL SCALE` 3/8 I -0" DETAqI�L F — REF RA ASTRAGAL FASTENER SPACING USE ooze PFII NS SCALE NTS M U Rama mole,. us. tV LF4$ OODE OWE MIL 03 WE 2/5/08 saw AS NOTED mxa e+e LAG cam ar$. SAFFELL AMMO fi0:: JW0509 -03 9GEr 4 9/16' f / ////./ // 2 3/16" --1 FOOD JAMB PINGERJOINTED P /NB SCALE` 6' =1 -0" 2 —2 t /2 °� -i SCAL B' 8" ml -0- OENDURA ALUMINUM ASTRAGAL SCAM& 6" =I. -0" 9/16" !' +MPR.SSION 118ATIISRSTRIP Q1IS -650 SCALE` 6" --1.-0" T8" ASTRAGAL BOLT MAT.- C/R STEEL ROD & YELLOW CHROMATE SCALE' r a! - 3/16" C -SINK OTE 1 -USE #10 WOOD INSTALLATION SCREW W/ 1 1/2" MIN, EMBEDMENT WHEN INSTILLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. 2 -USE #8 r 2 1/2' PFH WOOD SCREW WHEN INSTALLING INTO MUWWS. ` l 3 -USE 3/18' ITW TAPCON ANCHOR W/ 11/4" MIN. EMBED. ` WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDEUTE SILLS. DAI AIL A - COUNTERCINX DETAIL SCALE- 1 /I" =1' -0- Aidentni —2 1/2-- 5/16 — n 1 E ASTRAGAL SILL RI.AB PLATE SCALE` 6" =l -0" ° o NQ 0 '00 1 - 5 TATE OF " O' aar -ta tontio�0, Ali MLit GALT.. SCALE. 6° —1 • -er --1 t 3/4" ORE ALLEN FRAMS MIMI% 6063 T5 SCALE- 6" LLNG9 IMMO 1100106 P.N. 00.0001 8, tae. 1N/ W. FM00000E0 Ave. RiE435 MITA PAWS, W. 0080 PM COM Of 4100t V10.20080 on 2/5/08 SAS NOTED me. F EAG ox etS, SAFFEL,L ORONO NM JW05Oa -03 ow 7 or 7 NCertWorks ... It works FBPE Certificate of Authorization No. 28520 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407.644.2366 FX info @certwrks.com Product Evaluation Report of Jeld -Wen Inc. Wood Edge Impact Glazed Steel Outswing Door for Florida Product Approval FL# FL14569 Report No. 1398 Florida Building Code 2007 Per Rule 9N -3 Method: Category: Sub — Category: Product: Material: Product Dimensions: 1 — A (Certificate Method) Exterior Door Assembly Swinging Exterior Door Assemblies Wood Edge Impact Glazed Steel OS Door Wood/24 Ga. Steel 74" x 80.75" Prepared For: Jeld -Wen Inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: Alexis Spyrou Florida Professional Engineer # 68101 Date: 6/6/2011 Contents: Evaluation Report Pages 1 —4 Installation Details Pages 5 & 6 s s ) t t s SPY No • *' • cry :p • TATE OF :44/.:47 ' 9 11 ° "iis�0 N Ai 4 t> >�� Digitally signed by Alex Spyrou Reason: I am approving this document Date: 2011.06.13 15:37 :29 - 04'00' Alexis Spyrou, P.E. Florida No. 68101 Nors CertWk ... it works FBPE Certificate of Authorization No. 28520 FL #:FL14569 Date: 6/6/2011 Report No: 1398 Manufacturer: Jeld -Wen Inc. Product Category: Exterior Door Assembly Product Sub - Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Rule 9N -3.005 (1)(d) Product Name: Wood Edge Impact Glazed Steel Outswing Door (impact) 74" x 80.75" Scope: Limits of Use: This is a Product Evaluation Report issued by Alexis Spyrou, P.E. (FL # 68101) for Jeld -Wen Inc. based on Rule Chapter No. 9N- 3.005, Method la of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. Alexis Spyrou, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2007 Florida Building Code. See Installation Instructions JW0509 -03, signed and sealed by Alexis Spyrou, P.E. (FL # 68101) for specific use parameters. 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing JW0509 -03 require further engineering analysis by a licensed engineer or registered architect. 5. See installation Instructions JW0509 -03 for size and design pressure limitations. Alexis Spyrou, P.E. Florida No. 68101 Page 2 of 5 CertWorks ... it works 400°N FBPE Certificate of Authorization No. 28520 FL#: FL14569 Date: 6/6/2011 Report No: 1398 Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N -3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute, Inc. (FBC Organization #QUA1789) Performance Standards: The product described herein has been tested per: Referenced Data: • TAS 201 -94 • TAS 202 -94 • TAS 203 -94 • ASTM E 330-02 • ASTM E 283 -91 • ASTM E 331 -00 • ASTM E 1886 -05 • ASTM E 1996 -05 1. Product Testing performed by National Certified Testing Laboratory, Inc. (FBC Organization # TST1589) Report #: NCTL- 210 - 3195 -1, Report Date: 04/28/2005 Report #: SJW2011 -070 Report Date: 06/03/2011 Report #: NCTL- 210 - 3195 -1A, Report Date: 04/28/2005 2. Quality Assurance National Accreditation and Management Institute (FBC Organization #: QUA 1789) 3. Certification Agency National Accreditation and Management Institute (FBC Organization #: CER 1773) Certification #: NI006255 -R4 Miami Dade BCCO (FBC Organization #: CER 1592) NOA #: 08 -0206.01 Products described herein are tested in accordance with standards listed above as required by the 2007 Florida Building Code and do not require an impact resistant covering. Alexis Spyrou, P.E. Florida No. 68101 Page 3 of 5 w CertWorks ...,t works FBPE Certificate of Authorization No. 28520 FL#: FL14569 Date: 6/6/2011 Report No: 1398 Installation: 1. Approved anchor types and substrates are as follows: Through Frame installation: A. For 2x wood buck substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by (1X), non - structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (JW0509 -03) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Positive Negative Alexis Spyrou, P.E. Florida No. 68101 Page 4 of 5 Cert Works ... It works ROE Certificate of Authorization No. 28520 FL#: FL14569 Date: 6/6/2011 Report No: 1398 Installation Method Jeld-Wen Inc. Wood Edge Impact Glazed Steel Outswing Door , T P I , r Tr!rp - ! Alexis Spyrou, P.E. Florida No. 68101 Page 5 of 5 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407 - 644 -2366 FX contact@buildingdrops.com December 12, 2011 TO: Whom It May Concern FROM: Alexis Spyrou, P.E. Registered Florida Professional Engineer #68101 MANUFACTURER: JELD -WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 FLORIDA PRODUCT APPROVAL #: F114569 -R1 PRODUCT CATEGORY: Exterior Doors PRODUCT CATEGORY: Swinging Exterior Door Assemblies SUBJECT: Product Conformance to the 2010 Florida Building Code Dear Sir (Madam), I have reviewed the referenced Florida Product Approval and associated documents and found all drawings, reports, referenced test standards, and associated ancillary tests as noted in the currently approved documents listed below to be in compliance with the 2010 Edition of the Florida Building Code. it has been concluded that no revisions or changes to the referenced standards and standard years has occurred between Chapter 35 of the 2007 and Chapter 35 of the 2010 Editions of the Florida Building Code. Therefore, all test standards listed below are valid for the 2010 Edition of the Florida Building Code. SECTION DRAWING REPORT CERTIFICATE CERT. EXP. TEST STDS. 14569.1 JW0509 -03 1398 N1006255 -R4 09/30/2013 TAS 201 -94 TAS 202 -94 TAS 203 -94 To the best of my knowledge, all referenced & included test standards, methods of installation, details, and performance ratings have been found to comply with the 2010 edition of the Florida Building Code. This product is manufactured under a quality assurance program currently approved by the Florida Building Commission. Page 1 of 2 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407 -644 -2366 FX contact@buildingdrops.com Please note that I do not have, nor will I acquire, a financial interest in any company manufacturing or distributing the product(s) for which the reports are being issued. I also do not have, nor will I acquire, any financial Interest with the Laboratory that performed the test(s), or with the Engineer witnessing the test(s) and sealing the test report(s). ,b{ {{N II ttt� Respectfully submitted, ,.. cc,. ..Sp }- ��i,i 4. ,tom No _ 0 z it : -ilk w . TATE OF ..: . O f 1 C.F� , ,, e, ?,% fif 7I °N Al , % . ' Alexis Spyrou, P.E. Florida Registered Professional Engineer #68101 ALEX SPYROU 2011.12.1616:29:10 - 05'00' Page 2 of 2 - NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: N(IQ06255 -R4 10/14/2005 S;truetn 1. JKLD -WEN J -104 -3 06/08/2011 The "Notice of Product Certification" is valid only when Administrator's Seal is applied to the upper left hand portion of this form and a certification label is applied to the product. This certification seal represents product conformity to the applicable specification and that all certification criteria has been satisfied. The product described below is approved for listing in the Directory of Certified Products at www,NAMtCertiflcation.com. Please review, and advise NAM! immediately if data, as shown, requires corrections. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION - JELD -WEN Exterior Doors JELD -WEN'S "Steel Wood - Edge" Double 3737 Lakeport Boulevard In- Swing/Out -Swing Entry Doors Klamath Falls, OR 97601 w /ODL impact Glass or ODL Allen Frame and Endura Ultimate Hurricane Astragal Configuration:XX Glazing: IG- 0.125" Temptered Glass/ Laminate - 0.125" Annealed Glass/ 0.090" PVB by Solutia/ 0.125" Annealed Glass . Frame: W- 6'2" Panel: W- 3'1" DLO: W- 1'10" H- 6'11" H- 6'7" H- 5'4" SPECIFICATION PRODUCT RATING TAS 201/202/203 -94 Design Pressure: +601 -60 psf Large Missile Impact Rated Product Tested By: National Certified Testing Laboratories Report No: NCTL -210- 3195 -1 (Structural! Impact)/ NCTL- SJW2011 -070 Expiration Date: September 30, 2013 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 TEL: (804) 684 -5124/ FAX: (804) 684 -5122