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WS-11-813
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP - 159459 Inspection Date: August 05, 2011 Inspector: Bruhn, Norman Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Dalton Hall Miami Shores, FL 33138 -0000 Project: BARRY UNIVERSITY Permit Number: WS -5 -11 -813 I Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Contractor: EMERALD CONSTRUCTION CORPORATION Phone Number Parcel Number 1121360010160 -17 Phone: (954)241 -2583 Building Department Comments EXACT REPLACEMENT OF 200 WINDOWS FOR IMPACT RESISTANT Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments August 04, 2011 For Inspections please call: (305)762 -4949 Page 1 of 1 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number VED Expiration: 11/27/2011 Applicant 11300 NE 2 Avenue Number: Dalton Hall Miami Shores, FL 33138 -0000 1121360010160 -17 Block: Lot: BARRY UNIVERSITY INC Owner Information Address Phone Cell BARRY UNIVERSITY INC 11300 NE 2 Avenue MIAMI SHORES FL 33161 -6628 Contractor(s) Phone CeII Phone EMERALD CONSTRUCTION CORPOR (954)241 -2583 Valuation: $ 130,000.00 Total Sq Feet: 0 mmer Type of Work: WINDOWS No of Openings: 200 Additional Info: IMPACT Classification: Commercial Scanning: 8 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $78.00 $31.50 $31.50 $26.00 $2,100.00 $24.00 $104.00 $2,395.00 Pay Date Pay Type Invoice # WS-5- 11-40867 05/31/2011 Check #: 1312 05/10/2011 Credit Card Amt Paid Amt Due $ 2,345.00 $ 50.00 $ 50.00 $ 0.00 Available Inspections: 1 Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. May 31, 2011 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date May 31, 2011 1 ( (I --ooti--hai,1 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): (� �/` S �"� Phone#: -1 MAY 1 0 2011 ByTt777777-- Permit No. k \ 1- k� Master Permit No. Address: \ \ GO VA . CW C \ e City: \CL ,nn • 5\ryO ur f S State: Zip: , 3 3\u7, Tenant/Lessee Name: Phone#: Email: � `q CLIP e 1'v,G , \ , JOB ADDRESS: \\-?)00 \fi City: Folio/Parcel #: Miami Shores County: Miami Dade Zip: 3 3 \ \ \�- 2,\3v - (O- Is the Building Historically Designated: Yes NO CONTRACTOR: Company Name: (il M- etri,:l "(J (}S J U u ��'� Ju f Address: \O' �.,1/4D ecu. r V. City: \ Cu\ \.e ,A6 cA e, cnL State: Qualifier Name: ■` ' Vc\x \0\ es - State Certification or Registration #: L 'S\ U. fl C Certificate of Competency #: Contact Phone#: C * A�' 7j3 Email A ddress• (V O V\he _0‘n \-cule_\--� cup • cofk Flood Zone: Phone#: ��' 2, I `, 2s3 Phone#: - 20A -2s 3 DESIGNER: Architect/Engineer: 4\ a ( °� e ` •\\ V 1 f% V • Phone#: k A ` f1 ±" V - �s Olo 3o a cd-4ar Value of Work for this Permit: $ ) Square/Linear F tage of Work: \C\ v2..04 Type of Work: OAd ition OAl tion ONew Repair/Replace ODemolition Description of Work: \ o1 \cC3 ' V\�: '1� ' t �� �� ' 19 � /3-s � * * * * * *** **** ******** **** **************F **** * ********** wax ****** **** * **************** Submittal Fee $ Permit Fee $ ,� /b0 °Q 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 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 Fi 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 ' nd a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this , day of MAV , 20 1) , by Av L Signature e Contractor (� The foregoing instrument was acknowledged before me this " , day of 20 \\ , by Vi <14 . who i�nersonlly knowRto me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARYUBLIC: r A ' Sign: Print: NOTARY PUBLI : Sign: Print: \(\- C e S My Commi. ' r p' r : ; I ,} . ;,,! My Commission Expires: $471,,,, Melanie James • -▪ .6- COMMISSION # DD734951 • eP EXPIRES: NOV. 18, 2011 , x*,x,xax,x,s,x,a,n,xw****,xa *** war *+x*+s******,x*x,x+ **** * *** ,sx****,x,x,s,x,x,x,x,s*** six, x+ s+ x****, x, x ,xa,********,�stNa�ell�x,xiYYi APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009XRevised 3/15/09) NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION SO PERMIT NO.��� TAX FOLIO NO. 11- 21360000050 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided In this Notice of Commencement 111111111111111111 1 11111111111111111111111111 CFN 201180267045 OR Bk 27665 Ps 1071; (1ps) RECORDED 04/25/2011 14:43 :12 HARVEY RUVINI. CLERK OF COURT MIAMI —DARE COUNTY? FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description of property and street/address:Daiton & Dunspaugh Hall - 36 52 4140 AC SE 1/4 of NE 1/4 less E35FT and less W4OFT / 11300 NF 9 Avan to Miami hnree F 161 2. Description of improvement: Window Replacement at Dalton & Dunspaugh Hall 3. Owner(s) name and address: Barry University -11300 NE 2 Avenue, Miami Shores. FL 33161 Interest in property: Name and address of fee simple titleholder. 4. Contractor's name, address and phone number: Emerald Construction Coro. 1086 NW 1 Court. Hallandale Beach. FL 33009 Ph: 954-241-2583 5. Surety. (Payment bond required by owner from contractor, if any) Name, address and phone number. WA Amount of bond $ N/A 6. Lender's name and address: N/A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by "Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement (the expiration date Is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE F COMMENCEMENT. Signature(s) of Owners) o Authorized Officer/Director/Partner/Manager Prepared By Prepared By Print Name Bruce Edwards Print Name Title/Office - L Title/Office Vice President. for Business & Finance STATE OF FLORIDA COUNTY OF MIAMI -DADE A Th e fo o instalment was ac wledged before me this 1/17'. A day of MI V , -Z01 1 By • ( ca. ' �"•► ❑ Indivi.ually, or al as' Vice President for By Univef- I� Personally known, or d produced the following type of identili ; �i�� Signature of No : Pubr V4, ��l4w'7�J,r OWN ':o: i II l .e 1 Fl ON •U.SUANT 0 EC � ,,��. vim.:` - .r 'i►!i1'1!if Under penalties of perjury, I declare that I 7r i • ,,??'f that the facts stated in It are true, to the best of my owiedge and belief. Signature(s) of Owner(s) v '..)'s Authorized Officer/Director/Partner/Manager who signed above: BY 123.01 -52 PAGE 3n0 By , . a ga, ;s •:_,,o; •.• ' .I OF DADE 1 HEREBY CERTIFY that Ugs is • rode copy MO in tits Mks on dor of 6 Coma B.C. Permit No: 11 i 3 Job Name s_(/ , 2011 A Building Critique Sheet o„ �� Miami Shores \liIIage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Miami Shores Viiiage Building Department RECEIPT PERMIT #:bShl" DATE: S ( ( l 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ❑ Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) �- Address: 113 NA. From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to contin ermitting process. Acknowledged by: PERMIT CLERK INITI RESUBMITTED DATE: PERMIT CLERK INITIAL: 2,.....---" Miami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: II - �/ DATE: _ 4 )1 C , I �� (�2�'��►� /Contractor ❑ Owner ❑ Architect 7 ice up se s o p a other) 4ii7 I CV ��G Vim' j. Address: (Q�, (W' Ce/r From the building department on this dat in order to have corrections do e o plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to c ue permitting process. Acknowledged by: PERMIT CLERK INITIAL: I RESUBMITTED DATE: -I 10 )1 PERMIT CLERK INITIAL: DATE: 5/6/11 TRANSMITTAL Barry University Facilities Management 11600 NE 2nd Avenue Suite #15 Miami, Florida 33161 Telephone (305) 899 -3790 Facsimile (305) 899 -3794 www.barry.edu TO: Emerald Construction Corporation REF: Dalton & Dunspaugh Window Replacement ATTN: Jonathan Cuesta SENT VIA: PickUp No. DATE No. COPIES DESCRIPTION 4/26/2011 4 4 4 4 Revised Design Documents, A -101, A -201 prepared by Manuel Synalovski Associates LLC SIGNED AND SEALED 5/5/11 NOA # 09- 0617.04 w /Architect's Approval Stamp NOA # 09- 0107.09 w /Architect's Approval Stamp NOA # 10- 0428.02 w /Architect's Approval Stamp Received by: Print Date COMMENTS: For submission of Project Permit cc: SENT BY: Sheli Romer Assistant Construction Manager RUM- PLAN REVIEW 0.EASE PRIM; FOLIO NUMBER: PROJECT ADDRESS: \ 3 OD CITY, STATE, ZIP: (CAV1-N, -3\-3 (P1 CONTACT NAME: CONTACT PHONE: Ckc 4- g3 SCOPE OF WO K: :12e cpl-ope 1 \r‘.. \\71d0LayS -14, (2 \C L ( eq A MUNICIPALITY PROCESS #: i'LLigliaCit ONE COMMERCIAL 41 RESIDENTIAL 0 .11 , • tOgruitN.Mtitirctottco) DittAstONmaimvIsiol•t • '4 'ElfrAq 144."81'M A 444443ia fr,f i7,;111 APPROVED{ 104 1)atti ° 0 EXCEPTIONS TAKEN 0 MAKE CORRECTIONS NOTED 13 REVISE AND RESUBMIT 0 REJECTED Review is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirements of the plans and specifications. Contractor is responsible for. Dimensions which shall be confirmed and correlated at the job site; fabrication processes and techniques of construction; coordination of work with that of all other trades and the satisfactory perfor ..a: of of work. MANUEL SYN ASSOCIATES, LLC y Date s 7 A. DRAWINGS 1. Mona. 4i D. 2. Drawing through k of 6f 1/241ak and sections. "Impact View, Alum. Pixed.Wdw -Farooq Corporation, datcd 06/10/ ned and :sealed* numa AWPALC r. NOTICE-DE ACCEPTANCE: •gYili MITED, s. 44216406 issuei to S4 e dated 05/0006, rtheir allat /21/11, Statement letter of conformance, dated July 10, 2007, signcd and sealed by Humayoun Pawn% P.E. 2. Statement letto oft* financial interest, dated ,110 I0 2007. signed and sealed by Runuoyenn Farooq, P. 3. Statement lettcr of complianee, prepared by Penotottiou T Test Report No. $ dated 04/11/03, sied and se E. 4. Statement letter of conformance with PBC 2001, dated 1 umayoun FOnint tante No. 07-0829.91, issued to AWP, Lte for their Se um Fixed Window on 92107101 and 0 } -:p flgria €:: s:s.r4t. MEIMEZIFM - EMEMEMEIMID 111721 .1rnii; NnT: In el "memo: Will NMI OMR trnli NEM NMI 04 N=31 L111 VEMNIEZIN I/CM NMI ItMEICZNINVIIIMME stameniorrwie MUMS EMI IMMO 21111117. .g 111 tinal;* 1011111 *MN IMO ,IMICE7311 Ire IMO amscra roviims ono langs scrummtrmis rime : 804 manivimilirmi ocrimrni WEE 61=311 804 IMMEMOI NMI !ME MEMB NICIRMROWVO 7,1 ECM MI 1111 Lit Till VP, �x IMO "MN NIMANNEMIII ION M * MEM -a4 r 111121111Eni .f _� vilf4t4i00**i 1113111/MIIIME1111 10111=213.231111 raTi lit=1111Mt 4,4 k•W 4 mounga COD OttaartIANcE c0) Pitotmcr cottntouplivIsiOat jNOTICE OF 43A: Arch Windows) LLC dba AWP 43.130 NW 74tb AvanIle‘ Medley, FL 33166 SCOPE: Thls NQA. is heint.isStied under the and regulations govemirig . the-Oagkof tottatittatioa materials. The documentation submittedleabeen TeViowed bykoliata-Dade,Caunty:Product Contra' Division and ateepted by the DeartatRulet. and Appeals(B011A):tabe e§od in Miami—Dade 'COWaxit other areas where allowed by the Authority Having Jurisdiction This NQA shall not be valid after the expiratiOn, date stated, below. The Miami-Dade Cegfut ' Control Division (In Mine-Dade County), and/Or the Al-Et (i4, areas other than Watni-Oade. CoulitY)' resolve the right to have This product or material tested for quality assurance purposes. If this product material faila44"perforni in the manner, the manufacturer will blear -dle,evense of such testing and the AHJ may immediately revoke, modify, or suspend the 110 of such product or material Within their • diction. BORA roscervosAlte tiOlittoOfvoke this acceptance, if his determined by , County oduct Contra Division that this product, or material falis to meet the ,reigtdrotootltS or the applicable building code: This PrOaCtia app COUNTY, FLORIDA gantO7DADEILAOLFAttitiltDlisiti 140 WEST MAMMA STREET, StAttat mi4M4,MOMPA1.31304.563 )75-2902 FAX(305)37.14330 ftow m dad eV nildt ' 'node, cd herein, and has beeadcsigneillavon* with the Florida,04ildlug ode, ineluding the High Velocity Hurricane Zone; brseMPTIO*Seriat "2500" Aluminum Single Hung Whidaw,-T‘NLL, OrROVALMOCIIMENT4 Drawing 40,:w#441, titio4-4{$410,k2WAttitit SWO.1-140141Nifideiw (UM.11; sheets 1 threntih$ of $;:ilatedi/7/26/201I5 with revision .“Ir dated 03/10/10, prepared by,--417- trti.tooq corporation, sigeed.and sealedby4vad *04 r;o41lieglingti*MianitrOade County Product Centraltavkienatatup,withthe Notice of Ade6ptallettlittibOr and expiration date by the Miami-Dade County I',.rodoct,Conutg, Division. Aessnx imrAer ItAT410, torge-wonati Missile Impact . „ L-AUtilsTO: Fixtcholittholl beat t Oermanentlabeiwiththeg:faattorla note orlOgoi..eity, state and flallowing,StateAgitl,N**-00,4*.OoloW istodottotititii,AMOVW, .uziessAitherwbe noted herein: RENEWAL of this NOA Alt bc considered after a renewal application been filed and there naollallgein'the OPPloablo'fmildiP$V4400450VelYfitteeting'tha.otfohnifide of this product. TtIOJI1NA11014 of thiSNO*Willbeenr after the catokadol)Alte Ottrthate has been &rob:tot or dui* inffieinotoriAlstngesatiN or mipfoturg-Afthootoduot process. an endorsement aany,prOaitOt torOAOS, advertising or any other purposesahaIlcautoluatically terminate this to comply with any section MAO:4V be cause. for torthinatIOn and removal ADVERTISEMENT: The Nita 1111111bOr preceded by the words Miami-a* County, Florida, and followed by the expiration date may be displond in advertising litcrature. if any portion of the .NOA displayed, then it shall to-4101.1aftlts,ontircty., ItiOECTIONt A vopy oftbis entirellOA Shalt* provided to , istributors 4114:ahall iV',4"glitatilakfOritla0Olotturtitejeli site at the ri ThfOXOA:t64,teSAitd renews`.=NOA‘No..1)940316.09, and consists 0: and as well approval document mentioned he 41401. 40412... documentation was **OftA: by Jaime D. Gasconfic E. manufacturer or '-:ofthellejlding d evidence pages - .1 NOA,Nito..14-0421141, alittatinn Diet fiber 0l,iOlS ApprovalDate Anglist24201:0 Pagel NO EXCEPTIONS TAKEN ❑ MAKE CORRECTIONS NOTED 0 REVISE AND RESUBMIT ❑ REJECTED Review is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirements of the plans and specifications. Contractor is responsible for Dimensions which shall be confirmed and correlated at the job site; fabrication processes and techniques of consiructioo; coordination of work with that of all other trad - and the satisfactory performance of work. MANUEL SY ", SKI ASSOCIATES, LLC BY Mth.WhidowsLLC dba A.WP. NOTR OF Accsris AN uumrrrEn • DRA.VINGS 1. Manufacturer's die drawings and sections 2. Drawinglio WO—V, Sheets 1 through 5 of 5, tided "Series 2500 Alum, Single Hung Winduvr, *Med by Al-Parcoq Corporation, dated 07126/2005 with revision dated 03/10/10, prepared by Al—Farooq Corporation, signed antitealed by land Abinad, B. Test reports on: I Air Infiltration Test, per MC, TAS 202-94 2) Unit= Static Air Pressure Test, Loading FBC TAS, 202-94. -3) Water Resistance Test, per no. TA - 4) Large ivrtsiile Impact Test per FBC, TM 20144 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per MC 24113.2.1, TAS 202-94 along with marked—kV drawings and installation diagram ataiumm. um single hung window„ ,prepared by Fenestration Testing Laboratory, Inc., Test:RePort NO- V11,4988:..itiatd December 02,2009 signed and sealed by Michael R. Wenzel, g. 2. Test reports oni 1)targe:Missile Impact Test per FBC, 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with maited—up drawings and installation diagram of aluminum single hung window, prepared by Fenestration TestingLaboratory,Ine.' TestleportISIO. rar5250, dated July30,2007, signed and sealed by Carlos 5. Monde, P. (Sgbutittall under A104 No. 00-41316.09) Testleportseig. I) Afr Infiltration Test, per FBC, TAS 202-94 2) Uniform Stalk Air Pres sure Test, Loading per FBC TAS 202-94 ater Resistance Teat" Per MC" TAS 202-94 wed Entry Test, per FBC 303.2 (b) and TAS 202-94 along mark wings and installation diagram of aluminum single hung window' Prepared by Hurricanc Engineering& Testing Inc., TestReport-No. NET I-04-1419At dated Jan. 20,2005, signed and sealed by ivonne Ghia, P. E. (Submiti.ed wider NOA No. 05-181(1.04) 4. Test On: I) Large Missile lnipact Test per FOC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS along with marked-41P drawings and installation, diagram of aluininum single ung window, prepared Three= Engincering Testing inc Test Report HMI-04-141 Tan. 21, 2005, signcd and sealed by Warne- (S14.414cer underNOA No. 115-9810.04) - tae .; 44.0041K„ A:rt.k4#4.4t NQ„ti* W0428.02 EzpIraton flate Dosotbonu2021$ Appre Astio25j2ox4: Arch Windows. LI.0 dho AWP NOTICE OF ACCE ANCE: EVIDENCt SUB C. CALCULATIONS 1. Revised anchor calculations and structural analysis, co 04121/10, prepared by .A1-Forooq Corporation, signed Savad Abinad, P.T. Complics with ABM E1300-02 G, QvAx4-prostcg, 1. Nfititic43-a4e:B*.oitp.04K9mpgangeiroto,- 03.CCO)- MATVOLO OURTIOICATIONS: 1. lIntionna000ptatton No, 004100404 issued to dlagklatniN.G.Llne, for.** W.:e.tr-Ptuk:XX X4nogot00 Msti'41004,40111/00, ecpfrfrig on 08/07/139 t. NOlienbfAddeptance N 04446.0f Issued to SPintia 100:.fOrtheeSoltet- CietrortolottaIntetwee:dated1W044006. oviting otka,421/011., 0.TATEVIAM 1. Statenient 1eter ofconformace, ,AkEwOoiat %IOW and 004.R. With FBC2007*. „_dattdkarch-Dfca,,010, Signecinnd wag br Await Statement letter : OfettifonitnineebyFeneanntionTestbAg LabointOry.140.4:TeSt Rei No rT1:4080., ilato40006011int 04,2009, ,iigott Wen Statement igthlgotponfOnmneebyFenestratiotttesting Ltbantbry*Itio,,TitRtftert, No Fit-5250, dated :41y 11479.974 astwim4nontott by .:Cation S Rionda, It2E. StAinittailittMWOA MA 094434M 4 #, Statement !cant otottfotitation Hurrieane Togtinglnooi TostAnont*:144.'$ ta114044419Aluiet IItiI-0441419B; dated January 24200; alined and sealed 4T IVP=04/*P.,.?8, N94 IV* 0-7080.04 1BC=2007, dated: dateti0i/28 lit,' Of Acceptance No:09-0316 9, bated to AWP, LLC for their "Series 2500 !Ingle Ming Window- L.M.L". approved 04 expiring 10. -2, Jaime, Chief, Product NOA No. 1.04418.: Etpitiitton-Thitet, December 01,2015 Approval Date: August 25,2010 4a, Mnr,- • '737' -7iZI", '• • •,•^ •• .1•■ * I o.),c,"•••' ..:1•"11.* • • IMMO EITMNIMUM ICEINIMMI 111103111110311 MIME NMI NMI KEMP 111L7311 1 II r11: IS triEdif SLAIN 1=41 y. 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Earai=m tx=1...ASMO IMUNIMA VMS Mit=1111 NMI 1103111111MS BMW MEMO MIMI IMO NMI' MIMS WV MEM IMMO MEM Kill KIM ECM WIN MIMI MM. NIMIA MM. RCM MIMS NMI MTh SEM MEM 111018/ NMI MUM MEM Wan Wan NOM ISEMN111211111MIN AVM Man NEMO MEM MEM NIMMI NMI EMU IVAN stmoirrirammarts ff-Lokvii tN 414.44* stA t- to; loft • krolel,Tic jr* :114:■SWA' 'OR SELfLORIttiNCUSCREWS46,10P.: Cp!ill c4.0400). Wit ,iXtik FOR, fisceau*Exabcg 1"3/4- ma. iNT W011 9!uenspI' .f4' tot :110' Vitt. $01410; 41141,t0NNE4111 StAin VAtfi NEt 'CA SOW 0.40.111, r MIAM1•i3�AD8 COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA, ) www.miamidade.eov/buildinecode Delta Doors Manufacturing Co. • 7500 NW 69`" Ave Miami, FL 33166 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 whore allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated-below. The Miaini -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dada 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "DH -350" Outswing Aluminum Door w/wo Transom -- L.M.I. APPROVAL DOCUMENT: Drawing NO. W04 -83, titled "Series -DH -350 Alum Out -Swing Entrance Door", sheets 1 through 8 of 8, prepared by Al Farooq Corporation, dated 10/05/04, with last revision C dated 12/14 /09, signed and sealed by Arshad Vigax, P.E., bearing the Miami Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LIMITATIONS: 1. The Doors are not rated for water infiltration resistant. 2. Refer to design pressure rating based on lock stile reinforcement & lock options. 3. The frame jamb item #3 (5 "x1 "x3.5 ") is rated to max. DP =70 psf only. 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 tiled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will ocour after 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 renews NOA # 07- 1012.04 and consists of this page 1 and evidence sheet E-1 as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 10-0121.10 Expiration Date: February 10, 2015 Approval Date: February 17, 2010 Page 1 NO EXCEPTIONS TAKEN 0 MAKE C.ORRECTION4; 1 OTEC 0 REVISE AND RESUBMIT D Review is only for general cargo the design concept of the project and ge,aeri!, , :e information given in the contract dcm< , ,° i Ar y tac,tio:; shown is subject to the requirements c" the plans ,;4d specifications. Contractor is responsibl= TcE Dimensions which shall be confirmed and correlated a the job site; brication processes and techniques et co strut inn: oordination of work with that of all other traces and the act perfo an - wu LOS s 'TES, LLC 10, A 441. 124 1 pelta Doors Manufacturine Co. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing NO. W04 -83, titled "Series -DH -350 Alum Out -Swing Entrance Door", sheets 1 through 8 of 8, prepared by Al Farooq Corporation, dated 10/05/04, with last revision C dated 12/14/09, signed and sealed by Arshad Villa; P. E. B. TESTS "Submitted under NOA # 04-1123.01" 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Water Infiltration resistant Test (Not Performed) 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, Per FBC 2411 3.2.1 and TAS 202 -94 along with marked up drawings and installation diagram of aluminum outswing entrance door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL -4254, dated 06/28/04, FTL •4306, dated 08/31/04 and FTL -4254, all signed and sealed by Edmund() Largaespada, P. E. C. CALCULATIONS "Submitted under NOA # 07- 1012.04" 1. Anchor verification, comparative and structural analysis, prepared by AL- Farooq Corporation, dated 04/26/06 and last revised on June 25, 2008, signed and sealed by Dr. Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. • Notice of Acceptance No. 08- 0520.08, issued to Solutia, Inc. for "Vanceva Composites Glass Interlayer", expiring on 12/11/13. 2. Glazing complies w/ ASTME - 1300 -04 F. STATEMENTS "Submitted under NOA # 04-1123.01" 1. Statement letter of code compliance and no financial interest, dated 06- 25 -08, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Statement letter of Lab compliance, as a part of above referenced test reports. 3. Statement letter_ dated 03/19/07 issued by Delta Doors, clarifying legal name as "Vidco Industries DBA Delta Doors Mfg. ", signed by Melisa Martinez. "Submitted under NOA # 07- 1012.04" G. OTHER 1. Test proposals # 02 -0472 & # 06 -0182, issued by BCCO. 2. Change of engineer letter, issued by Al- Farooq Corporation, dated 01/ sealed Arshad Vigar, P.E. �•/ "0, signed and r %..� G1 241ID Carlos M. Utrera, P. E. Product Control Examiner NOA No. 10-0121.10 Expiration Date: February 10, 2015 Approval Date: February 17, 2010 "CODE cOMPLlA C o1 F1 iB ) i! ti ;ei CoI ttii invisiQi NOTICE OF AccorrANc 74 Avanue: ;IL 33166 i4 ODE Go 'o i, floRmA Al !?LA€ untBUILDING S' I L`O, SUM 1 pc i RiDA 3313 -1 6 (30 3n2 -63)9 cu das;xl 0;4 : gb cie tiZone, �[cr Aivat ns :mss . *C iTT D wmg t. t ASP e on dated 11 num1 er-iedt o s e y th i U. ►t ! 4 A T RAMC: a d SmaUMis c 3m esi 100 �it E ft'ist Co. censideicd a Var. c eofts' Ttre`I+t • % 0 EXCEPTIONS TAKEN 0 MAKE CORRECTIONS NOTED 0 REVISE AND RESUBMIT ❑ REJECTED Review is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirements of the plans and specifications. Contractor is responsible for. Dimensions which shall be confirmed and correlated at the job site; fabrication processes and techniques of construction; coordination of work with that of all other trades and the satisfactory performance of work. MANUEL SYNAL KI ASSOCIATES, LLC nate ___ �/II D. ANCE: EVID and seetinns„ DrawtngNo 10546A, Aided "Alurninura prepared by Al IT CelPeralkin, dated e4byArsbadViqar,PE . along wi Windows,. Test Report Antonio qtdO, P.E. (Submitted under or 2. Test reports en: 1) Uniform Static Al Along with installation * byY au I) Line Missile die Wind sheets 1 through 7 of 7, revision D dated 05/05/09, per SFBC, A10144:: ling per SFBC, PA 26344 • it diagranint 3 mullcd fixed frame enestration Testing Laboratory, Inc., 2002, sigucd and sealcd by Luis • Abs PA yAsiestation September2l, 19 5, signed and 9 approval $4511 0 ) verificationealeSidens and stinotord- ect"Iell. Vi4ar e Building eode E. 'Ultra OgirrfFICATioNs I. Nate. E. STATEMENTS 1 lettet Hwnayoun # et:implying and aealed Hance CM). , signed and s bY 2009, si byivir. Man* O• O'S E 4 a i . :4) a t. ' 61.. )4t.I .[s s t'::. dac... li;: ,' ∎ta, p. < . : OM MP fIZA W31 EZIVEZIO 11=11 CM= lamiazurn INCHI I MB 10011111131 elammos ram .' • NIZSI MUM MONI ilaN EMI IC= OM ME Fume UMINIEZBEMO NICIENEERIES En WM BEM 1112•1112111110ENIEIN ECU KINORMIMEMN 1111211111201*MIS IMMIX MICERNMEZJI 1E11 can NION 11311 CM !ETA MI WM ME OM EMI Ela IIMINIESCION WIN MS ME NON WM IIETIN '• 4T.... Mira NO• W NIMMINCIMMIN MinnallISIMOMINIEU • IIIMNIMINIM =EMI NIZ• INIMMI NUN 11111 MOW 1110011131111C31 ME WM NOM 1113111111M1 1111Ls.J,1 dita,LAN trumim BEA 63:31 1111=4""nate: INNIMIMMINEMIEN IMIIME=3=1 tra WM Mt. 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MICR IL7-1 EMMA el /11211.1E1110111122111211ESNIETEMI MICE! szumustzura EMUS MMUS IIMIHEMEZEN 11F211MBEESCENEINIME1 KM EOM NEM )19 E EINEMICIIII EMI E9 03E01 11121111231011112311101111103131E2011 1110111M11121 111:1111=1 11013 saucanestniummucri • 1111211113110211MICIUMEIN WM 112151M11 MUM lexi :OW :f.01,10i.P.APthr 94 1 i . - ' - 43 14103#. Oi'Y 1 k; • .0 • • • a, 1 "7 7 • 13 1; 10,,,,V040* *OW rigm t>.,60141MX' 'AL.Ftrzeto tri EX54$ •*" 111.10WINCWVA: ..41=urtie.,? • ilniniarc MI6 2 21,14:4 • '110Plar" ,titt w / 5 43 11/16" FRAME WIDTH 41 3/4" MAX. LEAF WIDTH 32 5/8 "'MAX. O.L. OPG. 15 1/2" MAX. TYP. d W ciNt O 0 i a c0 O 0 W / \ 3 1/2" MAX. 15 1/2" TYP. 1 M DH -350 ALUM OUT - -SWING ENTRANCE DOOR SEE CHARTS ON SHEET 2 FOR DESIGN LOAD CAPACITY OF SINGLE (X) AND DOUBLE (XX) DOORS W/O TRANSOM. SEE CHARTS ON SHEET 3 FOR DESIGN LOAD CAPACITY OF SINGLE (0 /X) AND DOUBLE (0 /XX) DOORS WITH TRANSOM. DOORS CAN ALSO BE USED WITH OHS -500 STOREFRONT SYSTEM. FOR DOORS WITH STOREFRONT SYSTEM SEE SEPARATE NOA FOR DOOR MULLION CAPACITY. 2 1/2" MAX. SURFACE APPLIED FALSE MUNTINS MAY BE USED 0 THE LOWEST VALUE RESULTING FROM DOOR CAPACITY CHARTS OR STOREFRONT NOA WILL APPLY TO ENTIRE SYSTEM. DOORS NOT APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. W 1 86 3/4" FRAME WIDTH 41 3/4" MAX. ANCHORS AT MTG. STILE AT 3" 0.C. MAX. SEE CHART BELOW FOR QUANTITIES r LEAF WIDTH 32 5/8" MAX. D.L. OPG. 15 1/2" MAX. TYP. J 8 CO 0 4 I \ 11 \ , II \ - Iii - -- / II / / \ / 3 1/2" MAX. TYPICAL ELEVATIONS 5 1/2° MAX. TYP. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 10 0 ao ANCHORS AT TRANSOM ENDS REQD. AT DOUBLE DOORS ONLY (5) FOR WOOD INSTALLATIONS (4) FOR CONC. INSTALLATIONS i0 0 X 0. O 0 86 3/4" FRAME WIDTH 82" O.L. OPG. g 20-O in • \ 3 -1/2" MAX. NUMBER OF ANCHORS AT MTG. STILE "ENDS MAXIMUM DESIGN LOAD DOOR OPNG. HEIGHT SUBSTRATE WOOD CONCRETE METAL 75 PSF 96 IN. 4 3 3 107 -1/2 IN. 5 4 4 100 PSF 96 IN. 5 4 4 107 -1/2 IN. 6 5 5 15 1/2° n MAX. TYP. 32 1/8" MAX. O.L. OPG. 41 3/4" MAX. LEAF WIDTH M THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. gr. A C$HHAD V1OAR IL Ftp PE [ _863 ' C.A.N. 3.538 pxuuticr RENEWED as complying wtw di* 111006 B Acceptance ailitittg Code 0 z JAN 61 2010 11 IILII r-111111 1 1 0. 0 U 4 6 c i vi 0 0 ii 0 4 1 description s s 0 C V drawing no. W04-83 (sheet 1 of 8 ) (sheet 2 of 8 ) DELTA DOORS STOREFRONT SYSTEM SEE SEPARATE NOA 11 • 11 11 11 11 g- v 11 11 = W 11 /, 11 // C9 11 a 11 0 u u L21 DOOR OPNG. WIDTH SEE CHART BELOW 43-11/16" MAX. FRAME WIDTH (X) SINGLE ENTRANCE DOORS W/0 TRANSOM DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. LOCK OPTION I LOCK OPTION 2 LOCK STILE UN- REINFORCED LOCK STILE UN- REINFORCED LOCK STILE REINFORCED 000R OPNG. WIDTH ODOR. OPNG. HEIGHT EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. (+) INT. ( -) 32° 96„ 70.0 75.0 100.0 36" 70.0 75.0 100.0 39" 70.0 75.0 100.0 41-3/4" 70.0 75.0 100.0 32" 102„ 70.0 75.0 100.0 36° 70.0 75.0 100.0 39" 70.0 75.0 100.0 41 -3/4" 70.0 75.0 100.0 32" 70.0 75.0 100.0 36° 107 -1/2° 70.0 75.0 100.0 39" 70.0 75.0 100.0 41 -3/4" 70.0 75.0 100.0 FOR LOCK OPTION DESCRIPTION SEE SHEET 7. LOCK STILE LOCK STILE UN- REINFORCED REINFORCED NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 1/4" HEAT STREN'D GLASS .075" INTERLAYER FILM VANCEVA COMPOSITE BY SOLUTIA tt1 1/4" HEAT STREN'D GLASS GLAZING DETAIL . 00013 LEAF DELTA DOORS STOREFRONT SYSTEM SEE SEPARATE NOA 11 11 11 11 11 11 11 11 /, u 11 11 11 11 11 11 11 11 irSEE CHART BELOW 1 DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. .• • `• ■ /, �\ LOCK OPTION 2 LOCK STILE UN- REINFORCED /, i / / /, LOCK STILES REINFORCED ODOR OPNG. WIDTH 86 -3/4° MAX. FRAME WIDTH ( xx ) DOUBLE ENTRANCE DOORS W/0 TRANSOM DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. LOCK OPTION I LOCK OPTION 2 LOCK STILE UN- REINFORCED LOCK STILES UN- REINFORCED LOCK STILES REINFORCED ODOR OPNG. WIDTH 000R OPNG. HEIGHT EXT. (+) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) 64" 96° 70.0 75.0 100.0 72" 70.0 75.0 100.0 78" 70.0 75.0 100.0 83-1/2° 70.0 75.0 100.0 64" • 102" 70.0 • 75.0 100.0 72" 70.0 75.0 94.9 78" 70.0 75.0 94.7 83 -1/2" 70.0 75.0 91.1 64" 70.0 75.0 84.4 72" 107 -1/2" 70.0 70.0 77.3 78° 70.0 70.0 77.3 83 -1/2" • 70.0 70.0 76.7 13/16° MIN. TYP. GLASS BITE GLAZING DETAIL F XED LITE FOR LOCK OPTION DESCRIPTION SEE SHEET 7. LOCK STILES UN- REINFORCED Env', gRSF1AQ VIQAF CIVIL ' 1 3>�863 CA.N. 38 JAN 0.7 2010 LOCK STILES REINFORCED mower ittiNIN/ND Beilding Cede AceepussceNo Orr_, ro ;� `.Y�/ /i 7ti.Wr ( d 3 c I 2 M cn cc o Ito° 0 o o�M Wo tgie t c .$ 8 8 6 0 0 4c, 4. 0 m S, 0 0 dra wing no. W04-83 SINGLE ENTRANCE DOORS WITH TRANSOM - DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. LOCK OPTION 1 LOCK OPTION 2 LOCK STILE N- REINFORCEDIIN- LOCK STILE LOCK STILE LOCK STILE NOMINAL DIMS. - REINFORCED UN- RIONFO REINFORCED OPNC. WIDTH 000R HEIGHT TRANSOM IIEIG EXT. (+ EXT. + (--) EXT. S4 INCHES INCHES INCHES INT. ( -) 11'IT• INT• ( 32 TO 41 -3/4, 80 TO 108 6 TO 40 70.0 75.0 100.0 ch Otsw 1n FOR LOCK OPTION DESCRIPTION SEE SHEET 7. DOOR OPG. WIDTH SEE CHART ABOVE 11 11 11 If 11 I I II r 43- 11/16" MAX, FRAME wiDTH ( 0/X ) LOCK STILE LOCI( STILE UN- REINFORCED REINFORCED DELTA DOORS STOREFRONT SYSTEM SEE SEPARATE NOA DOUBLE ENTRANCE DOORS WITH TRANSOM DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. LOCK OPTION I LOCK OPTION 2 LOCK STILE N- REINFORCEDIIN- LOCK STILE REIN(FOR LOCK STILE REINFORCED OPNG. H INCHES INCHES INT. ( -) o INT. ( -) INT. (+) 72. 70.0 12 18 24 30 36 40 70.0) 75.0 100.0 70.0 75.0 100.0 70.0 75.0 100.0 70.0 75.0 100.0 70.0 75.0 100.0 70.0 75.0 98.2 78 80 12 18 24 30 36 40 70.0 75.0 100.0 70.0 75.0 100.0 70.0- 75.0 98.3 70.0 75.0 92.0 70,0 75.0 86.3 70.0 75.0 82.8 83 -1/2 70.0 12 18 24 30 36 40 70.0 75.0 97.5 70.0 75.0 90.5 70.0 75.0 84.2 70.0 75.0 78.6 70.0 73.6 73.8 70.0 70.6 70.6 72 84 12 18 24 30 36 70,0 75.0 100.0 70.0 75.0 100.0 70.0 75.0 100.0 70.0 75.0 100.0 70.0 75.0 98.8 78 12 18 24 30 36 70.0 75.0 100.0 70.0 75.0 100.0 70.0 75.0 94.7 70.0 75.0 88.7 70.0 75.0 83.4 83-1/2 12 70.0 75.0 93.5 18 70.0. 75.0 86.9 24 70.0 75.0 81.1 30 70.0 75.0 75.9 36 70.0 71.2 71.2 72 12 70,0 75.0 100.0 18 70.0 75.0 100.0 24 70.0 75.0 100.0 30 70.0 75.0 99.7 78 90 12 70.0 75.0 100.0 18 70.0 75.0 95.7 24 70.0 75.0 89.7 30 70.0 75.0 84.3 - 1 83 -1/2 12 70.0 75.0 88.0 18 70.0 75.0 82.1 24 70.0 75.0 76.8 30 70.0 72.1 72.1 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5 -DEC -219 DOUBLE ENTRANCE DOORS WITH TRANSOM DESIGN LOAD CAPACITY - PSF NOMINAL. DIMS. LOCK OPTION 1 LOCK OPTION 2 LOCK STILE - REINFORCED LOCK STILE UN- REINFORC EXT. S+ -) INT. ( LOCK STILE REINFORCED + • EXT. ( -� OPNG. WIDTH INCHES DOOR HEIGHI"fRANSON INCHES HEIGHT INCHES EXT. (+) INT• ( -) 72 96 12 18 24 70.0 75.0 100.0 70.0 75.0 100.0 70.0 75.0 100.0 78 12 18 24 70.0 75.0 96.7 70.0 75.0 90.6 70.0 75.0 85.2 83 -1/2 . 12 18 24 70.0 75.0 83.1 70.0 75.0 77.8 70.0 73.0 73.0 72 102 12 18 70.0 75.0 100.0 70.0 75.0 100.0 78 12 70.0 75.0 91.6 18 70.0 i 75.0 86.1 83 -1/2 12 . 70.0 75.0 78.7 18 70.0 73.9 73.9 72 12 70.0 70.0 77.3 78 107-1/2 12 70.0 70.0 77.3 83-1/2 12 70.0 l 70.0 74.8 it II I1 I 11 I1 11 i FOR LOCK OPTION DESCRIPTION SEE SHEET 7. DOOR OPNG. WIOTH SEE CHART ABOVE 0 v a 0 / / / / / / 1 • / / / / / / / / 86 -3/4" MAX. FRAME WIDTH ( O /XX ) ) 0 AR HAD VIQAR FIACIVIL 38863. .C.A.N: 3538 . JAN 07 2018 LOCK STILES UN- REINFORCED r-' LOCK STILES REINFORCED DELTA DOORS STOREFRONT SYSTEM SEE SEPARATE NOA Asap,:, _ p- .10 OOP .,;� ; ? -1Niil l Py web! ,• ,(0 Pia M ao g 2s ; aQ O o C ic2Q o o ti to 00 V 0 0 0 0 FAX, (305) 884 -3111 0 N v i ffi 0 �i 1 0 0 4 O 4 m c drawing no. W04-83 . (sheet 3 of 8 (sheet 5 of 8 ) • • •v • • 1/4" MAX. 1/4° MAX. NOTE: DOOR AND TRANSOM JAMB DETAILS CAN BE INTERCHANGED FOR VARIOUS SUBSTRATES. f d . 2BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4° MAX. SHIM D.L. OPG. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM SPACE (2) 3/8-24 x 1-1 /2" MACHINE SCREWS AT EACH END REINFORCING BAR 41 SEE SHEETS 2 & 3 FOR CAPACITY ACTIVE #6 SMS AT 24" O.C. IN- ACTIVE Puonurr MOWED sScomplyikig ►*. Haas Budding Codc No W-Y ./O 844MONI ©c &F. w p Ei re p U. O g • a l`h Cf rci n 8 Q d0• h<p • 0 3og et E a O Q. 8 U N 000 J N g t C r m a p 1 a a 0 a 0 v 1 u n drawing no. W04 -83 . 2.000-1 .156 �- 1.406 1.500 I e V � aMi 2 o .._ _, a o v 3.651 156 4.952 1.575 1.220 2.750 owl 1.750 �1.500� AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1.235 S.W. 87 AVE MIAMI, FLORIDA 331.74 TEL (306) 264 -8100 FAX. (306) 262 -6978 2.000 �- 1100 - I .125 -aI 38 SHEAR CLIP .295 11 LOCK STILE I I� CAP 4.437 2.875 .094 4.039 .250 39 SHEAR BLOCK 3.773 HINGE STILE - .913 0 FRAME HEAD 3.461 .750 .125 (6) TOP RAIL .156 4.969 .125 2.000 2.000 .145 2.470 2.024 1.456 1.186 .062 't (JAMB) (H -350 ALUM OUT-SWING ENTRANCE DOOR (LM.I.)] DELTA 000RS 7500 N.W. 69TH AVE. MIAMI, FL 33166 TEL (305) 888 -0077 FAX. (305) 884 -3111 .734 13 DOOR STOP 8• 8.000 ' 6.482 .156 1I -2.632 () DOOR FRAME HEAD 3.773 0 LOCK STILE (IN- ACTIVE) 1 1 000 •125 3.651 .156 4.166 2.278 2.000 5.000 .135 1.1191 ' 90 �'-- .063 1.186 �. 3.500 1.952 12 DOOR STOP I 1.978 (HEAD) I-- 1 • - 3.586 8 LOCK STILE (ACTIVE) t c a o m 1 REINFORCING REV. 1 REV. PER BCCO COMMENTS _ I 1 ENOR. NAME. CNANGEO 1.952 � 0 BOTTOM RAIL 3.500 • - .471 .471 1.952 4 FRAME JAMB 1.750 .125 3.000 TT w .989 / -. .060 875 .875 .989 ,078 .349 15 FLAT FILLER .o 84 18 . 1 INTERIOR GLASS STOP (DOOR) 18 EXTERIOR GLASS t .832 STOP (DOOR) 0 «4 9 v ^ 5 n 5 5.000 mac <�� .521 1'2 .062 229 1.350 c ) �sg o g o . r. �°�° u 3 �' .,t 119b 3.507 �"g`'� FLA Pb B 38863' , : 'CANS • - JAN 61 2010 PRODUCT KAltdbi as ODUCF SN the Floods /D i! 4 +q+ iOA .! %}'�l11G?r �I �� B -- ..' r 1.280 .090 (� .260 L 1.127 .070 •.947 1.952 .135 .063 500 530 � (TRANSOM) .875 0 INTERIOR GLASS STOP drawing no. W04 -83 - 1� 4.412 I O BUMPER THRESHOLD ALT. FRAME JAMB oq), • .., , Divislas a 3.029 1s GLAZING ADAPTER (sheet 6 of 8 ) (sheet 7 of 8) t LOCK OPTIONS SINGLE DOORS: 'OPTION 11: (PANIC HARDWARE) 1490 CONCEALED VERTICAL PANIC EXIT DEVICE WITH 2 POINT LOCK BY DOR- O- MATIC. KEY OPERATED ON EXTERIOR. AT 40-1/2° FROM BOTTOM. OPTION 12: (STANDARD HARDWARE) 3 POINT LOCK SYSTEM WITH 8 PLY MORTISE HOOK LOCK AND 1/2" DIA. BOLT BY REGENT. KEY OPERATED ON EXTERIOR AND THUMB TURN OPERATOR ON INTERIOR. LOCK AT 42" FROM BOTTOM. THROW BOLTS AT TOP & BOTTOM. LOCK OPTIONS DOUBLE DOORS: OPTION 11: (PANIC HARDWARE) ACTIVE LEAF; 1490 CONCEALED VERTICAL PANIC EXIT DEVICE WITH 2 POINT LOCK BY DOR- 0- MATIC. KEY OPERATED ON EXTERIOR. AT 40-1 /2" FROM BOTTOM. INACTIVE LEAF 1490 CONCEALED VERTICAL PANIC EXIT DEVICE WITH 2 POINT LOCK BY DOR- 0- MATIC. AT 40 -1/2" FROM BOTTOM. OPTION 112: (STANDARD HARDWARE) ACTIVE LEAF; 3 POINT LOCK SYSTEM WITH 8 PLY MORTISE HOOK LOCK AND 1/2" DIA. BOLT BY REGENT. KEY OPERATED ON EXTERIOR AND THUMB TURN OPERATOR ON INTERIOR. LOCK AT 42" FROM BOTTOM. THROW BOLTS AT TOP & BOTTOM. INACTIVE LEAF 2 POINT LOCK SYSTEM WITH 1/2" DIA. BOLT BY REGENT. THUMB TURN OPERATOR ON INTERIOR AT 42" FROM BOTTOM. THROW BOLTS AT TOP & BOTTOM. HINGES: 4 -1/2 X 4° TWO PIECE STEEL BUTT HINGES AT 8° FROM TOP AND BOTTOM AND 31" 0.C. MAX. ITEM # PART / REQD. DESCRIPTION MATERIAL MANE. /SUPPLIER /REMARK'S 1 OLD -103 AS REOD. FRAME HEAD 6063 -T5 - 2 OLD -105 1 DOOR FRAME HEAD 6063 -16 - 3 DLD -119 2 /DOOR FRAME JAMB 6063 -T6 - 3A DID-124 2 /DOOR ALT, FRAME JAMB 6063 -T6 - 4 DLO -111 1 FRAME SILL 6063 -T5 - 6 OLD-107 1/ LEAF TOP RAIL 6063 -T5 - 7 01.0 -110 1/ LEAF BOTTOM RAIL 6063 -T5 - 8 01.0 -114 1/ LEAF HINGE STILE 6063 -T5 - 9 OLD-115 1/ LEAF LOCK STILE (IN- ACTIVE) 6063 -T5 - 10 D1.0 -116 1/ LEAF LOCK STILE (ACTIVE) 6063 -15 - . 11 DLD -117 1 CAP AT LOCKED STILE 6063 -T5 - 12 DLO -106 1 DOOR STOP AT HEAD 6063 -T5 - 13 BCE -460 2/ DOOR DOOR STOP AT JAMB 6063 -T5 - 15 BCE -475 AS REQD. FLAT FILLER 6063 -T6 - 16 01.0 -125 AS REOD. GLAZING ADAPTOR • - - 17 010 -102 AS READ. INTERIOR GLASS STOP TRANSOM 6063 -15 - 18 OLD -108 4/ LEAF EXTERIOR GLASS STOP DOOR 6063 -T5 - 19 01.0 -109 4/ LEAF INTERIOR GLASS STOP 000R 6063 -15 - 21 - AS READ. GASKET - TR -5399S 70 DUROMETER SILICONE 22 - AS READ. GASKET - TR -3235E 70 DUROMETER EPDM 23 2100 AS REQO. GLAZING TAPE - - 24 OG-75 AS READ. INTERIOR SPACER - IMPACT SYS. 25 DOW 995 AS READ. GLAZING COMPOUND SILICONE DOW 995 27 1350 AS RECD. SETTING BLOCK - - - 29 112 X 1 -1/4" AS READ. FRAME ASSEMBLY SCREWS - P.H. SMS 30 112 X 1 -3/4° AS REOD. FRAME ASSEMBLY SCREWS - F.H. SMS 31 1/4 -20 X 5/8" AS READ. FRAME ASSEMBLY SCREWS - H.H. MACHINE SCREWS 32 10 -24 X 1/2" 4/ LEAF DOOR STOP SCREWS - F.H. MACHINE SCREWS 33 12 -24 X 1/2° 4/ HASP HINGE INSTALLATION SCREWS - F.H. MACHINE SCREWS 35 BW -75 _ - BULB WEATHERSTRIPPING VINYL .375°H X .270 T- SLOT 36 T4216 -1i - PILE WITH FIN WEATHERSTRIPPING - ULTRAFAB 38 - - SHEAR CLIP. 4-1/2" LONG ALUMINUM - 39 DH -4 - SHEAR BLOCK 6063 -T5 - 40 - 2 3 X 2 X 1/8" ANGLE, 1 -3/4" LONG ALUMINUM - 41 - AS READ. REINFORCING BAR, FULL LENGTH STEEL 1 -1/2" X 1/2" 42 - 2/ LEAF FLUSH BOLT GUIDE CHANNEL ALUMINUM 3° LONG 43 - 2/ HINGE HINGE REINFORCING PLATES ALUMINUM 1-1/2" X 1/4" X 8" LONG Engr: VIQAR . JAN 67 2010 PRODUCT RONEWED as Oozobtying **bass Mod& Acepokosoplo 0 .10 o UIld 0 . M 0 $, gE d in d re 0104 g O Q Dit d :Jolin.1— co 0. 0 A M N cn cc o co b p M gg • z wo C z 8 0. o a 8H cam t 0 ( drawing no. W04-83 #10 -24 X 3/4" P.H. M SCREWS 3/8-24 X 1 -1/2" S.H. M. SCREWS ALUM PLATE 3 -7/8° LONG 2 -1/2" LONG FRAME TOP CORNER DOOR .T P CORNER #10 -24 X 3/4" P.H. M SCREWS 3/8 -24 X 1 -1/2" S.H. M. SCREWS 1/4 -20 X 1/2" F.H. M SCREWS 1/4 -20 X 1/2" F.H. M SCREWS 6" LONG ALUM PLATE 6 -7/8" LONG DOOR SOTTO CORNER FR E BOTTOM CQRNER • ..� • it :... >>. Engr: ARS.HAO VrQAR • FL/4 plEiVlil 3$883 • - C.A. N. 3938, • • JAN 01 2010 yb!$ with the Holds Illuifding Code z _0 ~ 0 t 452, V 0 oQB o ono- LY DH -350 ALUM OUT -SWING N 0 0 cc C) 0 m 1 O 8 8 8 N m v scale: 3 /g- . 1• 4i drawing no. W04 --83 (sheet 8 of 8 )