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WS-11-2016Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 166076 Permit Number: WS -10 -11 -2016 Scheduled Inspection Date: November 29, 2011 Inspector: Bruhn, Norman Permit Type: Windows /Shutters Inspection Type: Final Owner: LIVINGSTONE, KERI Work Classification: Door Replacement Job Address: 1140 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: PREMIER CONSTRUCTION SPECIALTIES Phone Number (786)218 -0080 Parcel Number 1132050190430 Phone: (954)448 -6323 Building Department Comments REPLACING STEEL DOORS IMPACT RESISTANT Passec4",-.A9/) Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments cc- November 28, 2011 For Inspections please call: (305)762 -4949 Page 8 of 20 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 Type: BUILDING OWNER: Name (Fee Simple Titleholder): Address: >%4>12 ./1/6'" >0 RECCECEV7a n OCT .3 1. 2011 BYo..o.omaaaoom era _2 ».m, V\FII-20ICo Master Permit No. ROOFING 4F L i*/ , S''il+,;-4 iG �. &6(?_. Phone#: City: >44 s/.. S IO# e S State: pL Zip: Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: //q0 /V E /0 0 54" City: Miami Shores County: Miami Dade Zi6: Folio/Parcel #: n5.0 °'l Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: Address: ll City: Cl State: Qualifier Name: ` 1 Qt(1 ( QL lcx C . Phone#:(-4)1YY.Va State Certification or Registration #: . 1 517 Co 40 Certificate of Competency #: Contact Phone#: L/ `1 ' 4 - 14 `l1 i Email Address: 1',LCS'ra < j d DESIGNER: Architect/Engineer. _ Phone#: Phone#: 1'- U cnoD,3 Value of Work for this Permit: $ off. , l JO . . Square/Linear Footage of Work: Type of Work: DAddition OAlteratio i ONew dRepair/Replace CI emolition Ill Description of Work: *:a** ** +*x *** ***** * * ** x** ** **** *** *****Fees******************************************** Submittal Fee $ Permit Fee $ . e�)lrN1 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 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 .F.CTRICAL 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 X Owner or Agent The forego' g instrument was acknowledged before me this% day of Ott , 20 IL, by k .0 t l,1 Vl b n Q who is personally known to me or who has produced . L. As identification LI NOTARY Ath. Elizabeth Mora =Commission #DD916937 •/ Expires: AUG. 16, 2013 EDTgitIIAT VSTICBONDINGCO.,INC. NOTARY PUBLIC: Sign: 1' Print: �� 12.G ACIVA. My Commission Expires: on The foregoing instrument was ac wledged before me this day of Q.%) ®U[ , 20 Al, b l un►!\ t 44kJ1.(71. , l v who is personalty known t-1. o me r who has produced as identification and who did take an oath. NOTARY Pty8LIC•sTATE O1' FLORIDA NOTARY PUBLIC: ,.•••���-•., Elizabeth Mora , 1 Commission # DD916937 _ es: AUG. 16, 2013 Sign: [; t • ' arli∎ 4r4ILI 6f G CO„ 1NC. Print: I 11:genth ..1 t..■ My Commission Expires: * * * * * ******* * ** * * *o * *** **** ******o * ******* * * **** * * ** * *** ** *** **as*,x***** * * *a ass** ***** *** * * *** *** ********a *** APPROVED BY L.7764e. 10-01 Plans Examiner Zoning Structural Review Clerk (Revised 07 /10/07)(Revised 06/10t2009)(Revised 3/15/09) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. V COPY OF QUALIFIER'S STATE LIC CARD B. 'r COPY OF LOCAL BUSINESS TAX RECEIPT C. 11 COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. \ COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION). YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTORk 'S INFORMATION BUSINESS NAME 'RYCLYh.CIY Qos\� t 6P Q,� BUSINESS ADDRESS: "la) CeellGtaa, f'Si CITY \ t l xtrfiza STATE FL, ZIP CODES- DO BUSINESS PHONE: (1M) (44S FAX NUMBER ( &tr(& • CELL PHONE ( ) QUALIFIER'S NAME: VQ '.OY l�l QUALIFIER'S LIC NUMBER: CG C. \E 11 ibCC E -MAIL ADDRESS (IF APPLICABLE): Created on 3119109 BY ILDV I RV 3126109 ■LDV FROM Coastal Screen JEFF ATWATER (FRI)OCT 21 2011 13 12/ST.13 :11/ko.7860181427 P 1 CHIRP STATE OF FLORIDA FINANDIALOFFICER DEPARTMENT OF FINANCIAL SEI MI,�, DIVISION OF WORKERS' COMPENSATI * * CORTIFICATE OF Il.EC710N TO BE EXt MPT FROM FLORIDA WORKS S' OmpultATBUE LAW * * CONSTRUCTION Ibiougniv EXEMPTION This certifies that the individual listed below has elected to be exempt ff8m Merida Workers' Compensation law. EFFECTIVE DATE 08 /2e /mm EXPIRATION DATE: 08/24/2013 RYAN - C 08-25-2011 PERSONt GAYLORD FEIN: 283285296 BUSINESS NAME AND ADDRESS: PREMIER CONSTRUCT/ON SPECIALTIES INC 118 a LaNtp0RY CIRCLE 02 DELRAY BEACH FL 33414 SCOPES OF BUSINESS DR TRADE 1- CONSTRUCTION 2- ADDITIONS 3- REMODELING It>i ilYANSt Putnam to ea01 ft . +r45 n Otitlti F,ui 0o eayors t own 4* sari otxtek�.a. � oo • t calmness xe a m.oly of war this W H tnay eon senora t b+ to or tomtP 6114). 5„ sl - Sfa9e m the baliheas or trade ttsmd on the mace m etrctlaa to >q meant. Reseed to a bs oabept.., s01 ' eettutbts the eieciten to be anus shalt ne sa640O1 to reaami® q. d Bteoa to person Brass err/ cet antics of Certificate a0 reneger ateity inn r ce tidal{ m tAa aatite aP H1e Mailtre Hu!ieritieste, [fro y H wised ea et therm at �lreetquir of this ear3to to isuot� ttl • e�thttVaie, The aspartame Mail revoke a C#reir ooto u on Htne 1m attire m the versa sateen 09 the iettificath to tr**t (40 requirements ht Ms tamers, OWC -262 CERTIFICATE Of ELECTION TO BE EXESIPT REVISED 01-11 QUESTONS? (3S0j 413 -1608 PLEASE CUT OUT THE CARD BELON AND RETAIN FOR PUETUREi REFERENCE STATE OF FLORIDA E ARTy4MIT OF FINANCIAL suRVICES DIVISION OF WORKERB' cOMPEItismcn LION INDUSTRY CERTIFICati OP ELECTION TO BE EXIEMFr FA4a1 FLORIDA WORKERS C0MP8NGATION taw EFFECTIVE 08/55/2011 EXPIRATION DATE: 08/24/2013 PERSQi t RYAN C GAYLORD i I1� . 263295288 BUSINESS NAME AND ADDRESS: PRUARR CONSTRU[TtQN SPECIALTIES INC 118 N LQNGPORY MOLE 02 DCLRnr 0 ACH. Ft 33444 SCOPE OP BUSINESS OR TRADE" I- contestation 2- 2- evatMe ate Pursuant to Crispier 440, elects exemption from ti I- ureter this section may D sheter. IMPORTANT 14), F.S.. an officer of a corporation who ehoFter by filing a certificate of election recoior benefits or compensation wider this Purstaeet to Chapter 440[5(12). F.S.. Certificates of election to be fI exempt.. apply only with the y3topa of the business or trade SSted on the notice of election to be exempt E Pur uarft to Manner 44Q:t�5(13 }a FaS.. Notices of election to be exempt and certificates of eteeti�Otnt to to exempt shelf be subloot to remotion if.. at any time atter anal filing Of the.,notice or the issuanoe of the certificate, the puree 1 nted Si the notice or eertifiaata no longer meets tite requirements of t1IS sect�q for issutate of a certificate. Tire department shall revoke O certificate at any time for failure of the perm named an the certificate to meat the requirements of this section f pyRp2.D a ��q allESTIDN$ 1870} 413 -1957 OUT HERE • Carry bottom portion on the job. keep upper portion for your records. DWC -25Z CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 Pa�tNW�16BP. Policy Number. CERTIFICATE OF LIABILITY INSURANCE Data Entered: WNIE ITT) 10/20/2011 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRIt1ATWELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDEBELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BE1WEBN THE ISSUING INSURER(S), AUTHORIZED R IMPORTANT: if the certificate holder le an ADDITIONAL INSURED, the pollcy(ius) must be endorsed. if SUBROGATION 1S WAIVED, subject to the terms and conditions of the policy, wilds pansies 'nay require an endowment. A gent on this curt ciato does not confer rights to the certificate holder In Ilou Of such endonram ent(e , mamma .wPi. MER INSURANCE 730 OW 4TR ST. 92 CAPE COMMA, &L 33991 IMURO PROM$R CONSTRoCTTON SPECInLTIE$ INC. RUN CHRISTOPHER GAIL0RD 1900 COOLIDGE STREET HOLLEWOOD, FL 33020 COVERAGES CERTIFICATE NUMBER: ALLI KIN �Xaa (866) 507 -7147 MIC Kau_ (808) 542 -3507 Amason SALIGINzsmort51. Cc t INSURERWl AFFORDINS COMA= NAM INUNINROXID COMPACTORS US. CO. ( REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW NAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POUCIES. WETS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIM$, uYSR s - -ADDVSULDr L 7YFEQFINSIIRANCI= MOT NUMBER . MaUDY1TTTyL___—I IAMB CID1ERAL MAMMY EACH OCCURRENCE PC105026- FCA74874 03/07/2011 3/07/2012 rI � M5DEXl 1 enapwaan) COLIMEROtAL (3BNL AI. LIABILITY CLAIMS -MADQ OCCUR QM AGGREGATE LIMIT APPLIES PER; POUOY P LOC AUTDEORkE UA81LITY ANYAUTQ — ALL DINNED sctemuLD - AUTOS B NOAUTOS NON ED $IREDAUTOS AUTOS UMBRELLA uA? BICE= Lwe PERBON4 &ADV 1t�61u12Y GENERAL AGGREGATE PR0OUG48 - ODLIFYQP AGO cvniNgo jse amtitennk___ �18*T BODILY IIIIJURY (Per perllon) BODILY INJURY (Per ecdmen» (Peiaam6e can+ $1,000,000 $50,000 $5,000 21,000,000 '1,000,000 "1,000,000 B S 3 $ 3 " DED I . I RETENTION. WORKNISCOLWENSAMON AND BEFLOTERIT LIABILITY YIN ANY PRCPRIETORlPAR7NER /EXECUTIVE OFFIDEENETABSR in E UDt�7 ram yee, Omens DESDEVIION OF (JPERATIONS tmlanv EACH OCbURREVCE AGSM Ol1TS IP71DN COP OPERA IONt7 / LQOATIOND / VERICLEi (ANaah MOOD 101, AddNLuna1 mimeo = &t% It man ipso la Faqutmtl) CERTIFICATE HOLDER SLIM SHORES .NCfl zsm DEPARTMENT 101050 NE END AVE. ATMS MORES, c'L 33130 305- 756 -897$ ACORD 26 (2010108) !CANCELLATION SHOULD ANY OF THE ALIVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE W(714 THE POLICY PROVISIONS. AWRICRIZED REMBVIDITAIIVE f 9588.2010 ACORD CORPORATION. AU Lights reserved. The ACORD name and logo are registered marks of ACORD Produaad using FB7AIB BBEs PIub INIRVisolk whW,Fh agaaotm ImptaasXwt PtingenIng 8OO403-197T , , t 5TATE OF ROMA DERAMENT or BUM2111S0 am norEsexamazi RECATION ! CoNSTRUCTION INDUSTRY LICIINSING BOARD I , min 487-1395 1940 NM= Imam uriengr i TALLINRSSOR • FL 32399-0783 ! 1 . t GAYLORD* RYAN. CURXSTOPRER PROEM CONSTRUCTiON SPRCIALTIES. mote 5470 SW .70TN MR • DAVIN Ft. 3333A Conte WM Vrts kenos you become one dim nearty one MOOR Fieridions lia eased by the Department of Doane's* and Pieressianal Regtigallob, Out prdessionals mut Wolframs nage tom =Mx% to yacht blob" tent buisto barbequa arstairoanis„ and Iregy keep liodtheb =wow %Was. Every dew we mkt, Imprimis Ole way we Oa bustle:sin ocarina/Mak Inn batter Them will can Erni oxen informagon *nion dialotagin=kkamnammiiagniations that For InfannEfflon about cur minims, please log alto impact you, subecilbe fa department ninesielters eildlegin mare obbeithe Departments ~gm Our mission eine Daparlovent ric License Ellicionly, lintndata Fairly. We bansbwitty skive t0 wire you Maar so twit you con serve yaw azatOgiess, Thankyou for dam Mims In Florlas, end conwakdaEOns al Your new 1 ...PETAC41HERE' GittElOm.: ckniuttargt i,suatteet-' Mider.thi litoitsibne o Eapiratiott date,: A1J 324: • .r.•• . : •0110•1tAiCTX • v: 5470, Zivif :70TterAVE - DAVIit 3. _ 1 _ ,_: . ......; .•• . t , ',Xi.. .`.!3'.11'. *--'4W'''' ■• ..:',.--7 • 7...". • :•:;',. ... : ^.: , • . . •• : ..47.:::. •°1'.'• ,. 1: •/:,..". ezi•-y. It.- i • . • . . ,.1.,-..-„,' ::::,:: 7.:1•,;!, • P;;,.4..'')4. .7E7P. rf..f.'... t:-. • 1 vLI, .,:": ',..:.+.: .....,..r.t. ' -'•.i ••::: ; ••?,•■•:". ".."..", ,.., C... •Al ASKEtWIREWSY BROWARD COUNTY LOCAL BUSINESS tAlIC RECEIPT 115 S. Andrews Ave.,'Rm. A-100, Ft. Lauderdale, FL 33301-4895 — 954-831-4000 • VAUD OCTOBER 1,2011 THROUGH SEPTEMBER 30, 2012 DBA: Rumness Name: PREMIER CONSTRUCTION INC Owner Name: RYAN C GAYLORD Business Location: 1900 COOL TDGR STREET HOLLYWOOD Business Phone: 954-348-988s Rooms Seats Rec SPECIALITIES ausinesseTivopt #0::03180-RA123.11l cotims eroR # CONTRACTOR) Business Opened:02/12/2010 StetelCounty/Cert/Reg:c0c151764 0 Exemption Code:NollocEmPT Employees 1 Maebidas professionals Number of mown= For VendingRuelnese Only • (0ERERI Tax Amount Transfer Fee NSF Fee Penalty • Nor Years I Colleation Cost Total Paid 27.00 • 0.00 0.00 4.05 • 0.00 0.00 31.05 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUli PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT WHEN VALIDATED Mailing Address: RYAN .0 GAYLORD 5470 SW 70 AVENUE DAVIE, FL 33314 This tax is levied for the privilege of doing business within Broward County and Is non-regulatory. in nature. You must meat all County andior Municipality planning and Zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has ;changed or you have moved the business location. This receipt does not Indicate that the business Is legal-or that it is in compliance with State or local laws and regulations. Receipt #05A-13.-00000927 Paid 11/07/2011 31.05 2011 - 2012 ..1••••••••• JEFF ATWATER STATE OF FLORIDA i CREW WINCAL, OFFICER OEPARTIENT OF-FINANCIAL SERVICE. ' DIVISION OF WORKERS' COMPENSATION; * . * cornRCATT OF ELECTION TO BE EXEMPT FROM FLORIDA =MORO COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION i i! This certifies that the individual listed below has elected to be exempt from Florida 111Vork4re Ceertpensation law. ' 081251201/ EXPIRATION DATE: 08/24/20# GAYLORD RYAN •C EFFECTIVE DATA PERSOlt KU* 283295 BUSINESS NAME AND ADORES& FR t4AFR coNSTRummti sPEC!ALTIES XNC 118 N =MOM C;Rt1 02 DELRAY MACH FL 33444 SC S OF BUSINESS OR TRADE: 1 -. CONSTRUCTIONi 3- MODELING 2- ADDITIONS 1• ** MOAT Pee9ueat to Chapter 440 . 0404f, F.5.. an Aker ,p4 s sennention Wm elects annual= fr314 Otto c1t plOr fNl a mint* of etcewe cad t dda wadi= Noy Rot reavver Wants or comvaasaitoe sailer tbie upper. Pennant to Canter 44O.0602), F.R., Cru+INrtetea be ettemst.,. /My duty tIteto loo seeps all dm tsetse= er two Iiete4 on the wake of a/acutsw to tie mom% 1"arsneet to Meter 440 -OBM1, c.s., Half- Rte m he exempt sac certificates of ofaetaa to by exempt seed to seblett to remake 11, st say tine alter tae Meg et the Police et tba WORM at tae 4 the person seated en leis notice or cerGYieete no tome wen Ike requirements of Mtn s Nos fan imesaee el teertitieete tee dapsfnutOI 5011 reavka a eraReele it any tame for /Inure 'el toe pens mood as the ra/tnicata to meet the rearnfrOuzonta at IMe souse. avuc -2S2 CERTIFICATE OF ELECTION TO BE EXEMPT REVISE() 01 -11 OUCTOONS? t058 413 -IeOS PLEASE CUT OtVT THE .CARO BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FERANCIAL SEFNICES DIVISION OF WORKERS COMPIONSATION COMMOTION INDUSTRY • CERTIFICATE � EXEMPT F3N FLOAIIDA WORKEROM SATIQ LAW EFFECTIVE 08/25/2411 EXPIRATION DATE; 08/24/2013 PERSON RYArN C GAYLORD 263295290 BUSIE SS NAME AND ADDRESS; PREMIER CORSTRUCIUxt *orC A4Xt $ ING l is el LONePORY tame 02 Da.RAV 5EACH, Pt. 3444 SCOPE or BUSINESS OR TRADE . 1- CONSTRUCT70a 2, APOITICNS 3- R3MO33ItNG D O H E Pursuant to Chapter 44e clams exemption from 4 wafer ttais section may Chapter. 1MIjj'ORTANT (140,13.S., an officer of a aorpernEen who chapter by filing a certificate of election real ter benefits or coropensation under this Pursuant to O RPIN 44M 502), 4F S . Certificates of election to be attempt- apply only witittt the inane of the landless or trade listed en tho Mice of election to be *mot Formaant to utter 14O -ORMI, .F-S., Notices of election to be exempt and certificates of elactijan to he exempt tonal ha Sublc= to revocation if, at arty time after the eectifieate, •tier person the requirements of this department shall revoke Person lammed ea the oe Smatter. CUT )ERE fi ing iof the.,aotice Or the issuance of die d of the Maine or cerUfice*e no tenet masts sect ca for Issuance of a certificate. The certificate at any time ear failure of rho fired to meet the requirements of *IS * Carry bottom portion on the job. keep upper porti+d►n for 4 l 13CG -282 CERTIFICATE Of ACTION TO BE EXEMPT REVISED 41 -11 OUT QUESTIONS? Tact 413 -1899 rocord3. SUBJECT TO COMPLIANCE WITH R GU DA REGULATIONS ' ;1 ATE AND COUNTY RULES AN \s\‹(%s 1. Single Opaque Steel Door 36" x 80" 66.67/ -70 A 08- 1015.05 copy 2. Single Opaque Steel Door x_ ,/ x 87" 68..67/ -70 NOA 08- 1015.05 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES Mean Roof Height DESIGN PRESSURES PSF) - Zone 4 Mean Roof Height DESIGN PRESSURES (PSF) - Tributary Area (Sq Ft) Zone 5 40 45 50 10 15 20 Tributary Area (Sq Ft) 40 45 50 10 15 20 25 30 35 25 30 35 0 -15 ft -50A +46.5 9.2 45.2 - 48.3 +44.4 - 47.6 +43.7 -47.1 +43.1 46.6 +42.7 - 462 +42.3 - 45.9 +41.9 -45.5 +41.6 0 -15 ft 62.2 +46.5 -58.8 +45.2 -58.0 +44.4 -58.7 +43.7 -55.8 +43.1 -54.8 +42.7 -53.8 +42.3 -53.1 +41.9 52.5 +41.6 ` 16 ft 51.1 49.8 +47.1 +45.9 49.0 +45.0 48.3 +44.3 47.7 +43.7 47.3 +43.3 46.8 +42.9 46.5 +42.5 462 +42.2 16 ft 53.1 +47.1 -80.6 +45.9 -58.8 +45.0 -57.5 +44.3 -56.3 +43.7 -55.4 +43.3 - 54.6 +42.9 -53.9 +42.5 -532 +42.2 18 ft -52.4 -51.1 +48.3 +47.0 -50.2 +46.1 49.5 +45.4 48.9 +44.8 48.4 +44.3 48.0 +43.9 47.7 +43.6 47.3 +432 18 ft 54.6 +48.3 - 62.1 +47.0 -60.3 +46.1 -58.9 +45.4 -57.8 +44.8 -56.8 +44.3 -55.9 +43.9 -552 +43.6 -54.5 +43.2 20 ft -53.5 -52.2 +49.4 +48.1 -51.3 +47.1 -50.6 +46.4 -50.0 +45.8 49.5 +45.3 49.1 +44.9 - 48.7 +44,5 48.4 +442 20 ft - 66.1 +49.4 -63.5 +48.1 -61.6 +47.1 -60.2 +46.4 -59.0 +45.8 -58.1 +45.3 -57.2 +44.9 -58.4 +44.5 -55.8 +44.2 22 ft -54.6 -53.3 +50.4 +49.0 -52.4 +48.1 -51.6 +47.4 -51.0 +46.8 -50.5 +46.3 -50.1 +45.8 49.7 +45.4 49.4 +45.1 ft -67.4 +50.4 54.8 +49.0 - 62.9 +48.1 -61.4 +47.4 -60.2 +46.8 -59.2 +46.3 -58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft -55.6 -54.3 +51.3 +49.9 -53.3 +49.0 -52.6 +48.2 -52.0 +47.6 -51.5 +47.1 -51.0 +46.7 -50.6 +46.3 -50.3 +45.9 24 ft - 68.7 +51.3 - 66.0 +49.9 - 64.1 +49.0 -62.6 +48.2 - 61.4 +47.6 -60.3 +47.1 -59.4 +46.7 -58.7 +46.3 -58.0 +45.9 26 ft -56.6 -55.2 +52.2 +50.8 -54.2 +49.8 -53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +46.7 26 ft - 69.8 +52.2 -67.1 +50.8 - 65.1 +49.8 - 63.6 +49.1 -62.4 +48.4 -61.4 +47.9 -60.4 +47.5 -59.6 +47.1 -58.9 +46.7 28 ft -57.5 56.1 +53.0 +51.6 -55.1 +50.6 -54.3 +49.8 -53.7 +49.2 -53.2 +48.7 - 52.7 +48.2 -52.3 +47.8 -51.9 +47.4 28 ft -70.9 +53.0 -68.2 +51.6 -66.2 +50.6 - 64.6 +49.8 - 63.4 +49.2 - 82.3 +48.7 - 61.4 +48.2 -60.6 +47.8 -59.9 +47.4 30 ft -58.3 -56.9 +53.8 +52.3 -55.9 +51.3 -55.1 +50.6 - 54.5 +49.9 - 53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 30 ft -72.0 +53.8 - 69.2 +52.3 -67.1 +51.3 - 65.6 +50.6 - 84.3 +49.9 - 632 +49.4 -62.3 +48.9 - 61.5 +48.5 -80.7 +48.1 32 ft - 59.1 -57.7 +54.5 +53.1 -58.7 +52.0 - 55.9 +51.3 552 +50.6 -54.7 +50.1 - 542 +49.6 -53.8 +49.2 -53.4 +48.8 32 ft -73.0 +54.5 -70.1 +53.1 - 68.1 +52.0 - 66.5 +51.3 -65.2 +50.6 54.1 +50.1 -63.1 +49.6 -62.3 +49.2 -61.6 +48.8 34 ft -59.9 -58.4 +55.2 +53.7 57.4 +52.7 58.6 +51.9 55.9 +51.3 55.4 +50.7 - 54.9 +50.2 54.5 +49.8 -54.1 +49.4 ft -73.9 +552 - 71.0 +53.7 - 68.9 +52.7 - 67.3 +51.9 -66.0 +51.3 -64.9 +50.7 -64.0 +50.2 -63.1 +49.8 -62.4 +49.4 36 ft '60.8 - 59.1 +55.9 +54.4 58.1 +53.3 57.3 +52.5 - 56.6 +51.9 5 6.1 +51.3 - 55.6 +50.8 5 5.1 +50.4 54.8 +50.0 36 ft -74.8 +55.9 -71.9 +54.4 -69.8 +53.3 -68.1 +52.5 -68.8 +51.9 - 65.7 +51.3 -64.7 +50.8 -63.9 +50.4 -63.1 +50.0 38 ft 51.3 -59.8 +56.5 +55.0 -58.7 +54.0 -57.9 +53.1 -57.3 +52.5 -56.7 +51.9 -562 ' +51.4 -55.8 +51.0 -55.4 +50.6 ft -75.7 +56.5 -72.7 +55.0 - 70.6 +54.0 58.9 +53.1 57.8 +52.5 56.5 +51.9 -65.5 +51.4 -84.6 +51.0 53.8 +50.6 40 ft - 62.0 -60.5 +57.1 +55.6 59.4 +54.5 58.6 +53.7 -57.9 +53.0 57.3 +52.5 -56.8 +52.0 -56.4 +51.5 -56.0 +51.1 40 ft -76.5 +57.1 -73.5 +55.6 -71.3 +54.5 59.7 +53.7 58.3 +53.0 -672 +52.5 56.2 +52.0 55.3 +51.5 -64.5 +51.1 42 ft 52.6 51.1 +57.7 +56.2 -60.0 +55.1 -592 +54.3 -58.5 +53.6 -57.9 +53.0 -57.4 +52.5 -57.0 +52.1 -56.6 +51.7 42 ft -77.3 +57.7 -742 +56.2 -72.1 +55.1 -70.4 +54.3 -69.0 +53.6 - 67.9 +53.0 -66.9 +52.5 -66.0 +52.1 -65.2 +51.7 44 ft -632 51.7 +58.3 +56.7 -80.6 +55.7 -59.7 +54.8 59.1 +54.1 58.5 +53.5 -58.0 +53.0 -57.5 +52.6 -57.1 +52.2 44 ft -78.0 +58.3 -75.0 +56.7 -72.8 +55.7 -71.1 +54.8 - 69.7 +54.1 -68.5 +53.5 - 67.5 +53.0 -68.6 +52.6 -65.8 +52.2 46 ft -63.8 - 62.3 +58.8 +57.3 -61.2 +58.2 50.3 +55.3 59.6 +54.6 -59.0 +54.0 -58.5 +53.5 -58.1 +53.1 -57.7 +52.7 46 ft -78.8 +58.8 -75.7 +57.3 -73.5 +56.2 -71.8 +55.3 -70.4 +54.8 -692 +54.0 - 88.2 +53.5 -87.3 +53.1 56.5 +52.7 48 ft 54.4 52.8 +59.4 +57.8 - 61.7 +56.7 -60.8 +55.8 50.1 +55.1 -59.6 +54.5 - 59.0 +54.0 58.6 +53.6 58.2 +53.1 48 ft -79.5 +59.4 -76.3 +57.8 -74.1 +56.7 -72.4 +55.8 -71.0 +55.1 -69.8 +54.5 -68.8 +54.0 -67.9 +53.6 -67.1 +53.1 50 ft -64.9 "63.4 +59.9 +58.3 52.2 +57.2 -61.4 +56.3 -60.7 +55.6 -80.1 +55.0 -59.5 +54.5 -59.1 +54.0 -58.7 +53.8 50 ft -802 +59.9 -77.0 +58.3 -74.8 +57.2 -73.0 +58.3 -71.6 +55.6 -70.4 +55.0 59.4 +54.5 -68.5 +54.0 -67.6 +53.6 52 ft -65.5 -63.9 +60.4 +58.8 -62.8 +57.6 -61.9 +56.8 512 +56.1 -60.6 +55.4 -60.0 +54.9 -59.6 +54.5 -59.2 9.2 +54.0 52 ft -80.8 +80.4 -77.6 +58.8 -75.4 +57.6 -73.6 +58.8 -72.2 +58.1 -71.0 +55.4 -69.9 +54.9 -69.0 +54.5 -68 -68.2 +54.0 54 ft 56.0 - 64.4 +60.8 +59.2 -63.3 +58.1 52.4 +57.2 - 61.7 +56.5 -61.0 +55.9 50.5 +55.4 -80.1 +54.9 -59.6 +54.5 54 ft -81.5 +60.8 -78.3 +59.2 -76.0 +58.1 -74.2 +57.2 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 -69.6 +54.9 -68.7 +54.5 56 ft 56.5 -84.9 +61.3 +59.7 53.7 +58.5 52.9 +57.7 -62.1 +58.9 -61.5 +56.3 -61.0 +55.8 - 60.5 +55.3 -60.1 +54.9 56 ft -82.1 +61.3 -78.9 +59.7 -76.6 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +58.3 -71.0 +55.8 -70.1 +55.3 -69.3 +54.9 60 ft 57.5 55.8 +82.2 +60.6 -64.7 +59.4 53.8 +58.5 53.0 +57.8 -62.4 +57.1 51.9 +56.6 51.4 +56.1 51.0 +55.7 80 ft -83.3 +62.2 50.0 +60.6 -77.7 +59.4 -75.9 +58.5 -74.4 +57.8 -73.2 +57.1 -72.1 +56.6 -71.1 +56.1 -70.3 +55.7 O 2 a to c 00 8 REMARKS INII ISSUE REVISE FOR 07 FBC DRWN CL CHKD TSB FLB FLB DATE 04/19/06 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L SENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WOHOUT WRITTEN CONSENT OF FRANK L BENNARDO, PE. "ALTERATIONS, ADDMONS, HIGHUGHTMG, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVAUDATE OUR CERTIFICATION. WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd 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. 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. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. 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 (HEIGHT 2 / 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. 8. 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. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. 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. 2. 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. 3. 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. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. 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) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER I5 SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. 0 r J ELEVATION WALL ZONE FIGURES 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING PEAK ROOF HEIGHT RIC ENGINEERING: EXPRESS ° 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 P11: (954) 354 -0660 Fax: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH 89885 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) JeId -Wen, Inc. (OR) 3737 Lakeport Boulevard Klamath Falls, OR 97601 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 6'8" W/E Outswing Opaque Steel Doors - L.M.I. - w /wo Sidelites — N.I. APPROVAL DOCUMENT: Drawing No. S -2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9' -0"x 6' -8" with and without Non-Impact Sidelites", sheets 1 through 8 of 8, dated 09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated 11/09/2008, signed and sealed by Eric S. Nielsen, P.E., bearing the Miami Dade County Product Control Revised stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile And Small Missile Impact Resistant (Doors) w/ wo Non - Impact Resistant ( Sidelites) LIMITATION: Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur alter the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and supersedes NOA No. 07- 0731.04 and consists of this page 1 and evidence pages E- land E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.sov/buildingCode NOA No. 08- 1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 Page 1 Jeld -Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No S- 2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9'-0 "x 6' -8" with and without Non - Impact Sidelites ", sheets 1 through 8 of 8, dated 09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated 11/09/20087, signed and sealed by Eric S. Nielsen, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per PA 202 -94 5) Cyclic Wind Pressure, Loading per PA 203 -94 6) Large Missile Impact Test, per PA 201 -94 Along with marked -up drawings and installation diagram of Outswing and Inswing wood edge opaque steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -696W, date 11/01/2001, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA # 02- 1211.18) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by PTC, LLC, dated 07/11/2007, signed and sealed by Eric S. Nielsen, P.E. Complies with ASTM E 1300 -02 (Submitted wider NOA # 07- 0731.04) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance, dated 07/19/2007 by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. 2. (Submitted under NOA # 07- 0731.04) 3. Laboratory addendum letter for Test Report no. CTLA -696W, issued by Certified Testing Laboratories, dated 04/11/2002, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA# 02- 1211.18) 4. Laboratory compliance letter for Test Report no. CTLA -696W, issued by Certified. Testing Laboratories, dated 11/11/2001, signed and ► y ' _ • esh Patel, P.E. (Submitted wider NOA# 02-1211.18) E -1 Jaime D. n, P.E. Chief, Product Control Division NOA No. 08-1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 Je Id-Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. Notice of Acceptance No. 07- 9731.04, issued to Jeld -Wen, Inc. (OR) for their Series "6'8" W/E Outswing Opaque Steel Doors - L.M.I. - w /wo Sidelites — N.I. ", approved on 12/20/2007 and expiring on 08/15/2012. H. LIMITATIONS 1. Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. 2. Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are NOT required for the Doors. Jaime D. GaeIon, P.E. Chief, Product Control Division NOA No. 08- 1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 E -2 JELDVEN® Steel INP WOOD EDOR°ANA5r7 1 DDFSW= NOWLESIMPRILEMEMM ,GENERAL NOTES 1. RS PRODUCT IS DEEM TO COMPLY MTH THE CURRENT F10RIOA 07)22 3 CODE AND 11/0H wan, WOK ZONE IMIZ' REQWRE16NT& 2. WOOD BUCKS BY ORBS, 40JSr BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE SRIUCRAE 3. PRODUCT ANCHORS SHPLL BE AS LISTED AND SPACED PER ANCHOR MANOR MIMS. MOOR JG OR NT TO 8403 MOM SHALL & BEY080 WALL 4. SEE TTI;RE 1 ON NUS SKEET FOR DEMON PRESSURE 8410705. 5, DOS PRODUCT MSS THE KIER REOUIRDIENTS FOR 1A4tZ' ZONES. SEE 1745 DEMON PRESSURE CHART ARE O. DOACT RFS1Sr NOT REQUIRE ARAMI -DADS APPROVED 7. APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIOEUTES. & SEEMS ARE AN OPTION AND 0 I BE USED IN A SOME 0R DOME CONFOURATION, NAMES.M&PganakElkeM.WAUSSCIEWWW ZEDERON8rR11DrSB Eta s0oe�1 24 go. (0.0200 minfrnum thickness, Golow zed � A -525 corornetelal 4 - , per ASTM 820 wah range minimum field strength FT(ate.)44,800 p pogstyrene ooh 1.0 to 1.25 lb ./cf derafty, by tear Donshb rs: The =the cad Dao1ve gale are constructed from 240A 0. 020° nth) gegambred Meet. The face Meet tops and boHmrts are bend EAT oar the fnp old bottom rails The top VA roll maaeraas 1.67' wig x 1. 047' Pr7 h. The steed bo6om m17 Is MI knead 0.021' gottelsed den 187' 1.21° Fes. The odes of he face thee are nog formed the LIA. latch able and Ponderosa Pine hinge alga *Nth measure 1.87'r 1.0'. The 0delar amrly N 86ed with potyatral& The face deals are pfued to the *Wren. P1rad • Lice Con• Die sash Is constructed from 2406. (0.020' min.) gewailzed Meat The edges of the face sheet ore bent 90' over the rtahalyrene tore and glued to it The eldelte ponds are routed to raaho the OA6 Up Loa Flores or Me °goof Trinity Llght Frame. (See sheet 7 for d e b T h e Ste bamee am sealed w/ QSO gluing campmsld on the Fimm • • t'�r fru 8mr The frames re constructed from Ponderosa PIN jamb* measuring 7.25' w1de x 4. 5825' deep. The door oral 01defite head jambs OM mortised and butt jotted to the e40 jambe and attached with (3) 1609E 2' x 7/18' cram oho Agin, The units use a stormed bump face Pardo threshold ma Bing 4.041 deep x 1.0' WM. The threshold le attached to the hare watt (3) 1601. 2' x 7/18' crown *Ue eteeles. =MI I;Y:,),,,aLNERAlciLTIM/12-111111111•111•111111•1111111 Al2.LEI! lf tiPb r _r IMMO r a ,', R•'R�jl, 37.75' MAX OA L1EW 7S TROM EIMIQRRlT �) ME WM r 875' T7P. -38' Lblil OA Ma NTH 80' 784x. QA PAWL 125047 40. FRAME 1210 7 4825' 20767E 0771SWf60 IMPACT UNIT a1 IEREINEASSILIR CABLE 1: T 47' WY. Rata HEIGHT 81.218' MAX 0A. FRAME 0.75' DESIGN PRESSURE RAMC MBE 6MER 8w7t11011W1 MOW 5 MEM MADE DOOR me (r oZ L8. Ode) w/Ro woh -SFACT STEM +6a67 per -70 pst w/t9 t S1 EM WO fiS7 Prt -� Pef 80' MAX. OA pANa NOW 81.25' 0.5, FRAME HINT 70.28° MAX OA FRAME WIDTH .75' MULL. BAR T1P. 875' 38' MAx Or 11P. PANEL 11M 15.5' MAx. 00. StWEIDE FRAME MI 14' MAK 00. PANEL WIDTH 475' _j 0825 -' 107' MAX. QA MANE wpm .125' 38,875° MAJL 4A. J8 114X PAM ME O.0. 19/ASTIVOAL 6At7&7 Wi0767 ACTIVE o v 63. 25' 01.0. MOT lot 1,4'41,1 15.5' 24)0 OA OEM ROME WIDTH 14' MAC OA PANEL WW1 8' MAX OA DLO. WORK 0825 ru oruP1;ioU wail Um Fiadda e,:k:r>s.coe: jr.d CO AFC ijra� -"�Y ., le. t3lvisaal 83. 25' 0A. Di& IOW f 9LE won FACT 1 (017671) W/ HON -IMPAC7 iI1 t Magda P. 0. Ns. 41323 105 Ongs.:744 We C25 Rani Me mss aamaoa a sssu9owa ea. snare Prepared By PTA LLC Platy 321 -000 -1718 Far. 351-680 -1780 0- 1-0 MMAME, R.T.S. owe.00 JIM/ fief 6e & SAFFELI. CROW fit: S-2104 1.50" MIN. 0.25" Oa MAX. SHIM MASONRY BY OTHERS DEM ON SHEET 5J` kr 8125" 0.A FRAME HEIGHT SEE NOTE 9 ON SHT. 0 tr% 1.34" MIN. EME1 JIld 0, .....r+ 111: 0 1.78" MIN PANEL THK 80.0" 0.A. MAX. PANEL HEIGHT 1.75" MIN. 50" M yar '214 • -it:, i!H!. • ' ` re" 17.7, r 5 .625" MASON BY OTHERS 0.25" MAIL SHIM 1.50" MIN. 8. MASONRY BY OTHERS itaw..,410 E DETAIL 7 ON SHEET 5 SEE NOTE 8 ON VT. 4 1.75" MIN. PANEL THK. SEE NOTE 2 ON SIT. 4 81.25" MAX. 0.A FRAM HEIGHT 0.125" MIN. O1.4SS THK. SEE GLAZING SHEET DETAILS, SEE NOTE 2 014 VT. 4 SEE NOTE 6 ON ENT. 4 SEE NOTE 8 ON SHT. 4 EE DETAIL 7 ON SHEET 5 1.25" MIN. EMS. Val fag 75 50" MI MIN. EDGE 0►ST. F VERT►� E I I 80.0" MAIL OA PANEL HEIGHT SEE NOTE 3 ON 4 CONCR MASONRY BY OTHERS 11 1 111111 aE ,+aa ZT ttilt.i %1-u 3 � XLxr_ E7I 'TI7dy'Iti??a7►•li� a t��� °.�:t tv.- IEII ;. 1111Ii :RI'T` 1116.5 :3'I. .!Ia-irl � r � ?.�1; 1.111 "' 1111 LL i�!ll�rtn uIN7F -T iF r[L, q ' MI �� r 71X? 1115111rThr;XII,S,AE--INsoratt ,1111777111111 r� ' La, Yid r'L�o`1i;:rL:?71.i•I [Y:.y?]♦(1 t,, ILlilli��r • Ei•TIAll'illE7,111311/Irdir:lairr*1 NOD i1.1 NM 1E17 1111111a7311111 EN• O C;..I i; .. trt _Y.l►1ii11a •,,» i' )•DGE OIET• A Ell IFI1177,11-111:11F WTI CTIT:-.719L7,;.:170111101199MINIIIICT•FAIM liFE1:17 iZ 76alltr4,:.1 1[i= S412r.1F li 11111PIT IF i Li 1EWIll JI*iriti aTl]r■=1■1111111111111 ads FLrrirritiarfrou4.,a r ;a rt7l7`7 37,111Ztom +a; f!Y7 1E71 EINIFI.=11=211/7viiiiiiw,2DMI r'7�i►:�l'_''.ti, r1'; 1E7F7i7i'?1'us iJfilUlaa t' WPM tTom, 143 Oral 1:71,~11W0/18 IVAU x=:l iu +ESxATI !;i i'`ZI<7.118'EYILT :L' TLignIAILT*% 1 VITY7DP..)Cs iilW7 1ILIT'r31litr' ixu"411111811111911[ 11 1cxaG ,L21101 ■ITAG caa ! x r1 � Ir CT 1ri a ;35t i iL /' ti: I1uT:71 ZWZD AY Alli a i71 f -1- r iii? . 111■11111rt ■ Cal I[n41x-7.1:!y ;ira,ulli •s 11171 0i r MI1TAlltt a 1 ryIC 1/V LL-"!li iv="41r....��31. RJMFJ'III - :1C:.7.J 1QIS1'•"i r ∎112'1 iao,'i X(1] NMI r,..1111r1715111111 IMODUCT MIMED ea cmlySsulib Float l3�d;;.- 'gCa.4a PRMIyipg IT a Cncmnr No Data 1 P6W0(9 tar comae ▪ wain, &la CD Ficalda DPI atl9Heb of NNOm !q MO Prepared By: P1C, LLO Phone; 321 -690 -1788 FOE 321 -690 -1788 IIM 3-2104 star g ova SEE NOTE 4 ON Sit 4 SEE NOTE 7 ON S4T 4 PRODUCTRBVISBD with � I B Aw No Espimti® Data SEE TETA& CR S 5 HEET BY NIERS ./.�r�•1 9.30' in EMBED. 0.23' NAIL SIN BY OTNER5 SEE NOM ASTRAG4. MOW sous (2) n7TAtl (1 E4CH) 0.31' INA x 9.O' LO. AT TOP & BOTTOM 1111/1riirl I 11111111111-!11 S31 4L TO !' .- MAMBO NOTE ITEM 24 SWAN 1H YEW FOR CLARITY LICE. REMISED camytyingwiabetsFtarisht Building Co& Acmy:: im 1 =fI«k ' • Dtvte: u 8 AZINVAL SS sEC I! Oro IP PW1d* P. 2. Na 41323 'e"' RtClied94 32458 :av Mw,a am..Mbu No LW Nam -9918 Fax 32T-440-17114 14451 rtrs OSA &r. MO p. BY: 5, SAWFEIL DRAWN Ma 5-2904 ® ON SIB.. 4 e o o 0 m000©m0C) (1DON9747 1.75° M8'L PANEL. 11K aise PRODUCE REVISED &Edv Oml9asii Cade AcampuumNo0,-,... . Esping= // : / / / %,,,, //e SEE CLAIM SHEET I SEE NOTE 8 ON SHE. 4 CEEB' ON SHT. 4 SEE WEL 8 ON SHEET 5 ON61ff. 4 SEE DEM ON SHEET 5 TOE el- CH SH 4 SEE NOTE 8 ON SH1. 4 078' (TRAILS, SHEET 77 vt.f ,7 r . Ll!"c MOMS REVISED cum it %Oh lReFiends Y:.h:Yi:SC� 1. SPACING FOR 11811 126 THE 110 x 1' P114 SCREW ATTACHING THE IMPEI114L ASTRAGAL TO THE MODE 0008 IS AS FOLIOS: FROM TM $ TOP & TIE 80T10M UP; 1.0', 2.8; 4.0',8.8; 13.0", 18.0" & 28.0' 2. BPAGMO FOR ITEM In THE 18 x 1 1/2' PLASMAS IS As Four TOP & 801101L , - Pd.4'x',.re 3.0' IN FROM 84 1 WM. ON THE . Y. j0R n S P JJ1; 134; 28:0; 35.0 ; 510' & 63.0' 3. SPAWN FOR 11E11 71118 1604 it 3/4' WAD 1011 NHL AWARE1HE QOM Rte. TO WE SWIM Afe ACM 18 108 Mk X.1' END 11811 1815. ATTACH* THE MULLION GP. TO Mt WARN DAR ERTODNLY3..15 AS FOd,L014*r TOP & LONNA FROZONSLY (FOP In 3JR' 0WRTELROI NO) 7.25' 04 FROM EACtt CORER *18 (1) MIL 1171 -SPA1L MI THE sae I R1 Y / ; 84,x(8° 011MarR ROUND & !Waal* 1.25' FROM 8401 EMI & 80 kIRE muly --,■>■21 ON DIE : •. 4 me ATTACHING THE MIME PLATE TO THE JAMB AND BUCK USE IN 125, A 18 x 2 1/2' PEN WOOD WEE HE ?THE SRN RATE TO THE LAIN AND SIDCIJE JAM AT TIE MULLION USE REM 124, A 18 x 2' 5. SPACING FOR ITEM 128 THE 18 x 2 1/2' PFN MOD MEWS ATTACH= THE JACKS TOCETMER AT 1148 MILLION, IS AS FO7.012 8.0' 7901 EACH V89TRAL. CSR WITH (4) WORE SCREWS EQUALLY SPACED ON 1148 REID, & THE SIDEUTE PANEL IS SECURED INTO DE SIDELITE 14118 W/ IIE■ 129 SSJCOIE CAULK 171 TREE SIDES AND 3/8' QUARTER 6071105 SECURED N1TN ITEM 131 SW TRIM NAILS x 3/4' LONG. 7. 1W1fN MIAOW TT4 AWE TO TIE JAMB AND BUCK USE REM 127, A 170 PRI SCREW WHEN ATTACHING THE RIME 10 THE ■1470 AND SIDELITE JAWS AT THE MULLION III RQ4114, A 110 x 1 3/4° PEN MOOD SCAM 8. SAWN FOR ITEM 149 DE 18 x 1 1/2' PANNFAE) SCREW (1R901T' LREFRATE) LS AS FOLLOWS: OWE WPM FR04 THE EDP DOWN MOLLY; 3.251 18.0625'. 32.8I25. 47.5825' & 62.625'. nefir 1i1808ME TIM & 9977011. FROM TIE LEFT; 011E (1) SCREW AT 4.4375' 9. ALTERNATE M450NRY RETALIATION ANCHORS OF EQWIALENT PERFORMANCE CHARACTERISTICS CAN 58 USED UPON APPRIXIL OF THE ARCHITECT OR ROHM OF RECORD FOR TIE PROIEC7 OF RETALIATION. 10. USE' DELI 151 Re INSTALL8V0 INTO WOOD SUBSTRATE AT HEAD & AIM 115E 881125 IWIEV BETALLSd0 WID MULLIONS. USE REM 116 WNNN WSTAWNC INTO CONCRETE/WOW SUBSTRATE AT SI08U1E SUS. e ODO145 NOTE 3 SHT. 4 Ey A4itni ^.isPPBelra DiI4Jt1L SEE OWN mu. SHEET 7 0.128' WTI. EXTERIOR INTERIOR 1.50' IA. 8488 : UEI St1T. 4 NOTE 6 ON S'MT. 4 SE OETA5. 5 ON SHEET 5 0.25' MAUL 21711 Flodds v N. No. 41343 m3a Rs'x Grams a No.m.a. as. SIM Nepal 181 PTV LLC none 321-690-7780 Fme 41-650-4189 MOO Ms 2-2104 snerr _t_ or 74S NU O.A. RIANE IDD1N — SEE DED19 2 ON INS SHE PRODUcTREVISED Building Coda No r 1YP. 125' TYP. TYP. r1YP. 11 SEE 0E1XL 4 ON HS Stiff: 48' 1YP. r n. 3' 11?.-1 -u 9' 1YPR, 0` TYP. J' TYP. SEE OETAL 4 ON THE SIT 7.375" 31' . 81 _SEE DEIAA. 8 04'• FOCHT 31' 38.825' r 3"' 12.25' 7' TYP. TYF ON THIS WI: rm. -3. 1.- I 3' TYP. h' PRODUCT REVISED e9 complying veto the PtletOo 13'i k tftgcw.ia CUE '.11Ir' 70,4 Uk 739:: fdp:o:; PADS pow Tyra. f.R %U:9i SEE NOTE 7 SHEET 4 SEE NOTE 10 \ ON SHUT 4 5.50'1 Sao. 4 SHEET 4 Premed Op QMAS7T G.8L SW MATE IMAM S11 ME RAN WOES TO & 000R S7 1E PUI� ASIRADA!. COLA STRIKE PIXIES TO JM4 Enos MOM Flaidel P. C No. Ora Coom=t, CM C25 tale ammo to «.eoW. 16 MU PIA Mae 321- -6-1788 Foie 321 - 690 -11 CRAMPS Nov S-2104 01.25' OA PRIME HEIGHT }or MAX 0.4. FINE MOTH 719.-.. 4 Imo- a 16.41' 1W. 4113.41'm 8'T}7 3' TIP. t h-3' 1YP. IIIII I0 _ 111 11 1 I�11' SEE NOTE'S ON $MET 4 SEE OEU16. 5 _ ON SHEET 5 / E 1YP. I hhP -"I TYR r TYP. 1" r iiP. .. r- dREMOR 37.75' WX. 0.4 I-- MANE ROTH -"i 6; 0 111.$4' 84.25' /-0N SHEET 5 MAX MINE z--(1 ti NEWT S.SO' 1 38.825' MIRES maw kinnessusai PRODUCT REVIEW as comply with the Florida .a4 ON SHEET s PROWCt REVISED eaeaapiyin wtai 1ffiPiQid6 E:'ih.insC.Wc tells paw tea VIEWED INTERIOR !WAT ERS Ra , B Ma. 41523 tW 4/!tCareettb d Malaga M. 2116116 Propend PM U.0 Atom 371 - 890 -1788 foe J11490-1789 age 9- 1 -0j„_ gas ?Lys • BYt JW �1«af■S. SWELL • Tea 2 -2104 314117 01,,,L OM WE SAM OM. MOLE FAZE W TWEED GLASS SDAR1ECH POLYGON PP5910 C?3 GA211Y; OE17U1 3 1R0RY LRE CRAW 1" MATED TEMPERED GLASS LIMY EU -5007 9 0.126° 1ErNF! 0,125' TEMP! MASS 1/2' eem a MNo. 4I 2 tlor➢b PP.& N441343 1335 �nll Gbal, Oib Reeeltdet, Fled*. 33■1 11114 Wad d• g App -ADAn m. t3t3! 39 emptying with then:MS Building Ce42 BsistratismEhts • /.' 3b31BID1 P,d t Divistcm PRODUCT P9VBED e =replaawith we 1min OY7174-' ILC Phaia 811- 690 -1798 Agee 321—WO -1784 am 9 -11-01 sem us, Ora. Bf4 jEj aa. an S. SUFELC MEND NW S-2104 wart r TT ULJUL LaffiiM861. v...y 240 (0.020 STEEL 1 1.75* 112247,k1114:. MF x ar LONG r 1.50'1 osr 0 1.67' --I 1 I— I.67 1.00" --L 1.00" /ORVAL NAB Tav 0.312e Obt x Y LONG 801.Tt 1 ON TOP, 1 ON 0011051 gw-Til I !, L:3;•. Manua. Remo tonplyiagvitth Um Fkalda Ecadias Coda Aaceptamo Nov," LOILEELENE otire) POhNIMOS4 C000aam115.E PINE WOOD 14•1 r.sts KOMOISROP 0-1C94 ODS 650 (MOW& LVL r_041.3. 1.11' 1.042' / :/// ' - • /./ • / -11.013* r- 1.54* mum F7N013 JOREED PONDEROSA PPE 0.75' 1.59' 1 o.nr MPS' JUL 4 . ta. 10F, Puller MOO ;, ()PRE (6111112Yrtxig PAW= regVi•to 1.11' _..zilievelowauthaetais mcquipao • ••• ' 1[1:1t,r3V Aar - • _ • 060. V4RA3 WIDI HARDWARE USED 2.040" s. 0 oar tow I rs,` pliELMELEALLitiff V.V4 x x 0.09r OK Sat ....■•■=111111/1" .11 4.041' &sr 1.00' EDI WOOD ()FINGER JCINGTO PONDEROSA PRE 100-1.40.-ein IlarldseVi. l 41323 1333 C3211111111°. 3,210 111210,02301R4464264 imbstalltr110. 20235 Piapiro 'PVC" PIC, us Photo 321-640-1788 321-610-1703 01241131 tat S-2104