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WS-15-2828 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-247401 Permit Number: WS-11-15-2828 Scheduled Inspection Date: January 14, 2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: BARBARA MARTINEZ, RANDALL CULP Work Classification: Door Replacement Job Address:151 NW 92 Street Miami Shores, FL 33138- Phone Number (305)343-1643 Parcel Number 1131010331020 Project: <NONE> Contractor: MR. DOOR MAN Phone: (305)262-0596 Building Department Comments FRONT DOOR INSTALLATION. DOOR DIMENSIONS: 39 Infractio Passed Comments 3/4"X 84 3/4" INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. January 13,2016 For Inspections please call: (305)762-4949 Page 7 of 21 ALez-il) CERTIFICATE OF LIABILITY INSURANCE �1l1rl20t5 THIS CERTIFICATE IS 18-SUM AS A MATnIR OF 00RCIMATION ONLY AND CONFERO NO RIGHTS UPON THE CERTIFIfrATE HOLNER.THIS CERTIFICATE DOES NOT ArMMAT1VELY OR NECATWELY AMM,EXTLND OR ALTXR THE COVERAGe AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSWtAKE DOES NOT CONSTITUTE A,CONTRACT BETWEEN THE MSUING INSURER{9),AUT.ROR=D RE REsENTATI'E OR PRODUCM AND THL 06CMCATE HOLt11ER. IMPIORYAN 6Hdsco holdwbanAPI)MONALINSUREUpWaptluayQee)mwt6oamlenei IPSUBROCATwNlS1NAPJED,1nlplactto th6 terms and Wdittow of tha PoUoy,caftn policies may squire an ondom marrt A statwmnt an oft ovacats doss not awfer rights to tm corset holder In Hsu ofoueh eadorsement(a). f+ROpULEMiOT ILEANA AP" Cvnttnenlal P&CP" 6 (30 207-7888 0001207-0565 12985 SW 42 St Ste 13 Mlaml,FL 33175 Ixsu orratNo taE ruucA Phone JaM 207-7889 Fax top t1S$5 IRMIRER grenade Insurance comp, r INSURED INsDIgm: InflnjW Cmwarclal Auto 1 Alex Aifraro DBA MR.Door Man,Inc LQ9 1601 Sw 67TH Ave INSU tFR D! Kaml A. 33155 INSURERE: s INBta F• r COVERAGM CERTIFICATtr'NUMBM- RWISION NUMI!IE'R: ' TKS Is TO CERTIPYTHAT THE POUCIE OF INSURAN S LISTED BELOW HAVE850 18St1E'D TOTHE INMa RED NAMED ABOVE FOR THE P)UUY P IOD INDICAT$D. N07VIATH8TAM3D1N0 ANY REQUIREMrikT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT wlT Ij RF.MIOTTO THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE iNSURANQEMFORDED SYTHE POLICIES DE=R16SD HEREIN 16 SMECT TO ALLTHE T8RM8, EXC4USIONSAND CWNDITIONS OF SUCH POLICIES,LIMITS SROM MAY HAVE BEEN REDUCED BY PAID CLAIMS. Iii TYPE OF IN Ap EXP im voucv duma Lnm OOM°ERCIAL UAIK ocDuRR rf s 00.0 QOO.CO ❑ CLAn�S.er= p ODOUR' ,000.00 TD am i A ❑ N N olt3BFLoclon7m 11/132015 1i/13RO16 NEDIxP Ono meraon $ o,poo.00 F9ittlaNaL&ADVWAIRY s i.;000,W0,40 0ENLAG05E ATB LPA ff APPLIE8 F8t GENERAL � �a04a,00aoo El POLICY d j� CJ LOC Pt±OAlMCrB-oan�mPAGG b # EJ an4FA AUTUMOEILD UAW" I a ,000.00 ❑.ANYAuiU gOIALYINdgltYjParpe�on} $ B ❑ ®A ED UUTT aiS 909 800U7-3281•tl09 10/151 015 10/"152016 BODILY INJURY(pu". $ © HIpFAU t7 TOS 0 W "' I d r7 ❑OCCUR PIP s 16,000.00 UMBRELLA LIAR EACH���� i MWESS LMB A 1GREGATE _ DEn ON8 s ; WOMERB COMP,:RATION ,AKP tX LOYERS'LUIBIWFY Y I N ANY PROP II� rXECUTpin OFFICI3t/fulSMg MUDED? N I A E L EACH A090Wr $ •: �+�" Ih NH) yaa,e146crim ilrAW EL.01SEASE-FA EMPUNM S •1 RESOFIIP[ION flF OPEFIAT10rr6 h#IOW EL u -POLICY LB,m i DE=tPTIONOFOPERAVOMSfLUf.ATIOAI$/VEFI{OtMI OAACflRD1M,AddiHOnWRsnlm(�3tltatluEe�iPmdh/#DaOaleregtrirod} Residenft&Commercial Door and ViWow Irmt&IIWan 'I E CERTIFICATE]HOLDER CANGt L,LATION BHOULD ANY OF h1EABOV9 DESCRIBED F'0LWm.4 RE CANCE..Lw BEFORE MPram)$here Village Building Depa*mnt n E EXPRA7ION DATETHi:�mCF,NOTtcE WILL 9E 13MMltU IN 10050 No 3.nd Ave AOCOADANBE WITH THE P6LtcY t'RWSloraL Miami Show,Plorlda 33138 At1rFMORRZEMIRLIBROWITAIM , 306-795-2204 :. >.:• 30&766-8972 Fax s•. 1 ACOAD 28(307+{/9'])QF ®198&1014 A ORD CORPORATION. AD ribift rfae ved. The ACOIRO n44116 and logo mm molsisred mdft of ACoRp ' I mit I v 11 6-:2028 Miami Shores Village fw T)` '1hdoWS/6h t8l% 10050 N.E.2nd Avenue NW 7TIlt Uortr teSst eti Door Ripl;60* ht '•'• ""'`� Miami Shores,FL 33138-0000 !; Permft Status. APPROVEa Phone: (305)795-2204 ' 1112! 15 Expiration: 05/15/2016 Project Address Parcel Number Applicant 151 NW 92 Street 1131010331020 RANDALL CULP BARBARA MAF Miami Shores, FL 33138- Block: Lot: E Owner Information Address Phone Cell RANDALL CULP BARBARA MARTINEZ 151 NW 92 Street (305)343-1643 MIAMI SHORES FL 33150- 151 NW 92 Street MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone Valuation: $ 1,400.00 MR. DOOR MAN (305)262-0596 __. ___. Total Sq Feet: 0 Type of Work:FRONT DOOR INSTALLATION.DOOR DIME Available Inspections: No of Openings:1 Inspection Type: Additional Info: Final Classification:Residential Review Building Scanning:3 Fees Due AjnPay Date Pay Type Amt Paid Amt Due CCF Invoice# WS-11-15-57700 DBPR Fee DCA Fee 11/17/2015 CreditCard $ 126.20 $0.00 Education Surcharge Permit Fee Scanning Fee Technology Fee Total: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AF AVIT: rtify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructio a zoning uthermore,I orizeth 7wamed4aractorto do the work stated. November 17, 2015 Authorized Signature:Owner / A lica Contractor / Agent_ Date Building Department Copy November 17,2015 1 Miami Shores Village r Building Department 1, �1 g ; NOV 0 � 2 15 1 N.E.2nd Avenue,Miami Shores Florida 33138 0050 a ue, , Tel:(305)795-2204 Fax:(305)756-8972 _ INSPECTION UNE PHONE NUMBER:(305)762-4949 FBC 20tq Sk BUILDING Master Permit No. R)S PERMIT APPLICATION Sub Permit No. OBUILDING F-1 ELECTRIC ROOFING REVISION ❑ EXTENSION RENEWAL ❑PLUMBING [:] MECHANICAL [—]PUBLIC WORKS ❑ CHANGE OF CANCELLATION F-1 SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 151 NW 92 St. City: Miami Shores County: Miami Dade Zia: Folio/Parcel#:11-3101-033-1020 Is the Building Historically Designated:Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):Barbara Martinez Phone#:305-343-1643 Address:151 NW 92 St. City: Miami Shores State: FL Zip: 33150 Tenant/Lessee Name: Phone#: Email: be$i- h,-X:J. Cr)') CONTRACTOR:Company Name: Mr.Door Man Phone#: 305-262-0596 Address: 1601 SW 67 Ave City: Miami state: FL. Zip: 33155 Qualifier Name: Alex Alfaras Phone#: 305-262-0596 State Certification or Registration#: Certificate of Competency#: 94BS00347 DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 1 , L400 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New 0 Repair/Replace ❑ Demolition Description of work: FRONT DOOR INSTALLATION Specify color of color thru tile: Submittal Fee$ Permit Fee$ C p CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) a k 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,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 Signature �< OWNER or AGENT CONTRACTgk The foregoing instrument was acknowledged before me this The foregoing instrument was ack owledged before me this dayoo�f_ WtM ( ,20 15 by ,/_darty/of /1 ZI 20 by bard � 0[� i 1)eZ me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: / 1 'f-DJ Sign: 44wSign: i Print: r I V P �� Print: I i�q Seal: - Seal: pppp�T �..a-. i,arurpr ..�_-„.,.z 1, �.YntTC �•o°�Y p�a� GRACIELA C.CALVE RRA �ry Public-State of Fleft aab+�+ uaSw` e of Florida e>Kw�rsa�*u+x[078=IedMmughNftWNoWyA=L �g, I� �FF ' y Comm ExPires 6C11*16A A Cimm.�0 es .51120 Corn fission #EE 839497 ! APPROVEQ Y nt Examiner Zoning a Structural Review Clerk (Revised02/24/2014) s cy; t Mei INC 111A'� IRrO. �n� ALFARAS ALEX r QUAUFYING TRADE(S) 0016 DOOR 30H Ua®P.E. 5aliat+Y-LiaCe rMaimwal Hese3se O . 0 005477 Local Business Tax Receipt Miami-Dade County, State of Florida -THISIS NOTA BILL - DO NOT PAY 6556642 LBTI BUSINESS NyAMErLOCATION RECE PT roo. EXPIRES 16 DOOR MAN INC RENEWAL SEPTEMBER 30, 2018 WES1 B SW 67 AVE $827241 Must be displayed at placa of business T MIAMI fl 33155 Pursuant to County Code Chapter SA-Art.9&10 OWNER BEC.TYPE OF BUSINESS MR DOOR MAN INC 196 SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED 94BS00347 BY TAX COLLECTOR Worker(s) i $45.00 07/09/2015 CHECK21-15-085899 This Lual Bashaess Tax4leeaipt eWy eanHmts 118PIOUtof the Load Business Tax.The lleoaW is mn a licenw, pwmltw a coRHicatt o of the holder=18, IBaeff=4to do bnlnesa.Holdarmost aomphy any govommenml m orermnerUal mgntatorq laws ens req ms"M apply to the bushMM The fiEC W H0.agave must be displayed on all owmtercial veWes-Mlam Bade Cods Sea rla-276. For mOm infmmaden,visit 004566 Local Buse ss Tax,86`t Miami—Dade., Coun State of ;FI rids -THIS YS':NOTA BI - DO NOT PAY ' 5868253 BUSINESS NAMB/LOCATION REtX3 MO. EXPIRES MR a00Rnnafil INC SEPTEMBER 30, X078 VES SIN 67 AIDE IAIES . Must be displayed at platy o boat' I MIAMI FL 33156 Pursuant to County Coda Chapter SAI -Art 9&10 OWNER'' C.TYPE OF SU W888 MR DOOR MEAN INC 220 TANGIBLE PER NAL PROP DL PAYRMENT RE Employee(S) 2 BY TAX CO2IECTQ 5.00 07/09/2015 CK21-15-085899 - Thistocal Tax Receipt onty"..." s palimem gifts, h Business Tax.The Receipt Is a license. permitma on of thehotier,°s oas.to4tu HoldermMtsomplyy rauy or sial r�ulemrq levrti ramsu(aiivhich a to the bualae The NO.abom mut be displayed on all comm meiel les-bQlmd-Dadsi�o Seo 8a-M FormarwKwmeflov,vigIt da aovhaxeoilactar JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 4/18/2014 EXPIRATION DATE: 4/17/2016 PERSON: ALFARAS ALEX SR FEIN: 592481223 BUSINESS NAME AND ADDRESS: MR DOOR MAN INC 1601 SW 67 AVE MIAMI FL 33955 SCOPES OF BUSINESS OR TRADE: DOOR AND WINDOW INSTALLATION Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S..Certificates of election to be exempt...apply only within the supe of die business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certificates of election to be exempt shell be subject to revocation if,at any time after the firing of the notice or the Issuance of the certificate,the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS?(850)413-1609 Miami shoresVillage Building Department IRK 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner— Workers' compensation insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla.-Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction exempt if industry may elect to be 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers'compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ TRIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Owner State of Florida County of Miami-Dade The foregoing was acknowledge before me this day of �V ernO-CC 2CL If. By fbUr rQ I�1 Q�`,�'t �y- who is personally known to me or has produced - as identification. z — Notary: SEAL: cr pis'% GRACIELA C.CALVEIRA * Notary u is- ?• •z ;,ter .o, My Comm.Expires Oct 1,2016 •;,'FOFF�o? Commission#EE 839497 - Mr. (Door Man Finish Professional Carpenter 1601 S.W.67th Ave. Miami,FL 33155 PH.(305)262-0596 November 6,2015 State of Florida Miami Dade-County Before me this day personally appeared, Keyler Kayruz,who being dully sworn,deposes and says: That he will be the person working on the project located at: 151 NW 92 street Miami Shores FI 33150 Sworn to and subscribed before me this 6th day of November 2015, by: \111111// 4} t j �•o°s1Y"�e� 6AAglELA C.CALVEIRA Notary Public 17.State of Florida My Comm Expires Oct 1.2016 c %.;�eo��,o�:• Commission#EE 839497 (Notaryseal) ll (Notary Signature) Personally Known: (or) Produced Identification: KGW- %O—M-1110"® yH� owes Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 CONTRACTORW REGISTRATION Fan:(305)756.8972 IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER farm and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW' Certificate Holder; MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES,FL 33138 Certificate must specify the description of operations or contractor license number. BUSINESS NAME: BUSINESS ADDRESS:_a I l i STATE, ZIP J 6 e . BUSINESS PHONE: G � FAX NUMBER CELL PHONE 200 QUALIFIER'S NAME: Vel QUALIFIER'S LIC NUMBER: j I CERTIFICATE OF LIABILITY INSMANCE 11 8 MIS OWFICATE 0 ISSUED AS A IMMER OF O FOPAlATION ONLY AND CONFERS NO MM WON THEWMFICATE HOLDER TIGS CERA MTE 00E8.NOT AFFUMATMLY OR NEGAIMLY AMM.EXTEND OR ALTER THE COVERAGE AFS BY THE POLICIES BELOW.TMS CERTIFICATE OF INSURANCE DOES NOT CONSMUTE A CONTRACT NOWEEN THE MUM II S,ALI11iOR>I* REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPMANT; If BUM%QOATMM WAIVED.*0JM to i the terms wid ton nam of the poUtY.amtoln pobtaa meq t94alm app erdorae wVL A OgtOt�taAt ml tlps tsrtiEot�loss aot oolifat I!Blt�to the f asttlHasts huMw M Hsu of sash mulasomM44 PRowim R14NAARMAS cwdh w P&C M-7888 -�85 12855 SW 42 St Ste 5 M aK FL 33178 1191111MMAEFORMIcavalm IUwe Phwo 207 7888 Fit Wo 207-M Qmnada Ummanou qqMpM MtM Camra mal Auto Alms MM DBA MR.Do"Mon ft INIIIJIMM 16015w 67TH Ave MOMi "w" FL 33155 COVERA698 CaRMCATE flumma, NDN NUMI I� rNIS 18 TO CER-nFY THAT T9 POUCIES OF MMM MWD M-0—MIA—W M-0—MIA—WBEEN ISSUED TO TH$NUM NAM ASOVB PCIt YHE POLICY PSI MCAT6D.NOMITHSTANDWO ANY REQUIRMENT.TERM OR COALITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHIZ 18 CERTIPtCATE MAY BE 1886IED OR mAy PERTAIN,Tme IN13UItANOE AFFORDED SYT1fig POLxme O61dCttmn H'1 Tm m SUBJECT YO ALL THE TERI@I8. B%CUUSIONB AND CONDITIONS OP 9"PMJOIEB,LIMITS SHOWN MAY HAVE BM REbLKM BY PAID CLANS, TYPBQI°poiM CE MMYNWAM Boom AMM UM ® CM11MMALGOMMUAGILITY 5 140.00,00 ❑OANWAAM 59 OMM A a 100. OOAO A O N N 01 11M3=4 1V18M16 MED W(A ona'eM i 8,001.00 dWAAGGFtEMKMUkUTAPPLESPEW 690MAt 1 2 O0000 0 PC= O so ❑ Loc PaocUM- ❑ oyma AUTDINGnEUAMITYula� M,W.00 u ❑ ANY AUTO lif YiNJJJpYpetar�j i B El Cts �" , 'f 800181 CDi 10N5t2018 1CM812D18 TYuvJdYtParsaissuG a s ❑ Nmmm ❑ a El 17 PiP a 10. 00 ® URWF41UA I= OG" woma ❑ Etauri8SUA8 p AGGREGATE a rl 21011"f�iPEf19i►TAn Aim�uarmcB'uaEunY TIN ANY aaa I NIA ea. nsxxmrrr a i lJ - mrPLOYe i :a— PTt0N0F0F0ATMbdWF L DBEAsa-r�011C1'6tl�T i .I PAwkWrft oF ►Taaam,LflwT,ona�v�s t '►�,AadMaroliR�irs ,Mmmssprsrsotaqutra�q ".� &omupoW Dom and ver Wo&Il%n r :f .i CERTIFICATE HOLDER CANCELLATION BHOW.D ANY OF THIZ ABOVE DEQ POLICIES BH aRPME &UW Shane M t o 80ft Uspatnfd THS MWMTM*AT6 THEREOF,NWM W"89 t�IJV@tED 100)Ne 2nd Ave ACCOIDAN=VJ"Te¢POIAYate. PROVU0 a Mjwnl .Flaft 33138 AVINORM IMPROWATtY6 WO.750-072 Fax � 018811=4ACORDCORPORA IML An ft 0 tetvad, AOORO 2G(94Ml)QF ThaACORD nam and Eta we f&easaomduW w dACORD i 1 rev a_- IMARIAV.LOPEZ,P.E. PROJECT: BARBARA MARTINEZ ALI kleense Florida No 60167 151 NW 92nd ST t 626 SW 63rd Avenue,Miami F1 MIAMI SHORES,FL 33150 PHONE(786)380-0734 1ASCE5-10 AGd'k irk s Input Data: Exposure Category = C Category Lz-1 Enclosure EnclosedlP Basic Wind Speed V = 170 mph Topographic Factor Kzt = 1.00 N', Directionality Factor Kd = 1.00 Internal Pressure Coeff. GCpi = ±0.18 1-"�C, Building Height to Ridge hr = 22 It Building Height to Eave he = 18 It Building Length L = 57.73 ft Roof Slope,0 18 Degrees (S 2 F?2--�? Building Width B = 40.31 ft Mean Roof Height,h= 20 ft - Panel Front Door 39.8 x 84.75 in j Panel 0 x 0 in Panel 0 x 0 in Panel 0 x Min I Wy 6 6 NIS Panel 0 x in Panel 0 x in Panel x in Panel roq x in Velocity Pressure: qh=(0.00256 Kz Kzt Kd V2 psf)x0.6= 40.85 psf Where qh=Velocity Pressure at Height H in psf F- Kz=Velocity Pressure Exposure Coeff.At Height z 0 qz Velocity Pressure at Height Z in psf o C&C Wind Pressures: MUL p=qz[(GCp)-(Gcpi)] psi a=edge strip=Max[Min(0.1 B4O.1 L),3]= 0 4 ft z < GCp GCp :n LLJ C) Effective Area Z Kz qz positive negative z Wall Member sq it ft psf Zones < Zone 4 Zone 5 :3 4&5 > Panel Front Door 23.4 20 0.90 39.95 0.93 -1.03 -1.27 0 Panel 0.0 20 .0.90 39.95 1.00 -1.10 -1.40C C Panel 0.0 20 0.90 39.95 1.00 -1.10 -1.40 C, U Panel 0.0 20 0.90 39.95 1.00 -1.40 U -1.10 C� LLi Panel 0.0 20 0.90 39.95 1.00 -1.10 -1.40 �7 C) Panel 0.0 20 0.90 39.95 1.00 -1.10 -1.40 �7 iPanel 0.0 20 0.90 39.95 1.00 -1.10 -1.40 IPanel 0.0 1 20 10.901 39.951 1.00 -1.10 1 -1.40 DESIGN WIND PRESSURES ZONE ZONES to positive I impaWt3 • 6suft 0- 1-0 Iftathre Panel Front Door 44.54 8.53 1b 644464* 9 9 e-57.91 Panel Panel Panel Panel Panel Panel E Panel S T ' OF ..A\ °�`vG��ae`` '()A(A L • V . 0:00 BARBARA MARTINEZ !'JOB: ONLY FRONT DOOR REPLACEMENT :.:.a:JOB ADDRESS: 151 NW 92 ST MIAMI SHORES, FL. 33150 6666. . .. 6666 6666. 6666 6666.. 6666. 6666 6666 6 . , 6666. 6666 6666 • 6 60.69. 6666. • 66 6666.. 6666 • 66.. • . . . 6666.. FRONT ELEVATION (Al OUTSWING ALUMINUM DOOR 1-SINGLE ALUMINUM DOOR 39 3/4" x 84 3/4" (+) 70.0 / (-) 75.0 PSF (NOA) No. 12-0402.03 160 ew vane n Won Shom,Florian ' 7 ► V 1 � ry All � M M rc y AJill 6.k , . ate.: 0 ,yaN wwr " *Y I N r i op s , Google a Nw M IAM I•DADE MIAMI-DADE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVSION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/cera/ "n"ws_Sys eems,LI,,�I 106 St e Moky�-FL_M1 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section 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:*&1:900-Alamo un m�u�swi oors-�,I�I.L APPROVAL DOCUMENT:Drawing No.W12-08,titled"Series 600 Alum Outswing Entrance Door(L.M.I.)", sheets 1 through 9 of 9,prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on Jun 28,2012, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: a e ai@AmattiVlissi"'Ie)om a=ct7tesis�a�t Limitation: 1. See Single or Double Door Design Pressure(DP)ratings in sheet 2 and Single or Double Door DP ratings with sidelites(w/wo Reinforcement)in sheet 3.The max door leaf width shall not to exceed 37". 2. Laminated glass types Gland G2 are limited to .090"DuPont's PVB and glass type G3 is limited to Insulated laminated glass w/.090"Solutia interlayer. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and series and following statement: "Miami-Dade County Product Control Approved",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 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 IM&h$11J$pCb,4dgdto the user by the manufacturer or its distributors and shall be available for inspection gt tl;joO site at t16 $eluest of the Building Official. This NOA and consists of this page'1 anfl evidence pages E*4,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. ' •• • irat3o�a a lul 19,1017 ML4M1• R COUNTY • •• • • • •• •• -�-- Y FAM211KNIJ "' • •• • • 0 Aipproyal Da 4itl 19 2012 po . . . . . . . . . . ... . . 0.0 0:. :0 0. ECO Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No.W12-08,titled"Series 600 Alum Outswing Entrance Door(L.M.I.)",sheets I through 9 of 9,prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on Jun 28,2012,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,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,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum Outswing French door,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-12-3357,HETI-12-3358,HETI-12-4003,HETI-124003 and HETI-124027dated 03/16-26/12,all signed and sealed by Rafael E.Droz-Seda,P. E. Note: The above referenced test reports have been revised by an addendum letter dated June 29,2012, issued by Hurricane Engineering&Testing,Inc., signed and sealed by Rafael E. Droz=Seda,P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 03/30/12 and last revised on June 28,2012, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTMS-1300-02&-04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for -their"Butacite®PVB interlayer",expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 for"Saflex clear&color interlayer"issued to Solutia Inc.,expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest,prepared by Al Farooq Corporation,dated 03/30/12, signed and sealed by Javad Ahmad,P.E. 2. Addendum letter dated June 29,2012, issued by Hurricane Engineering&Testing,Inc., signed and sealed by Rafael E. Droz-Seda,P. E. 3. Lab compliance Wpwtott4e aboWe referenced test report. G. OTHER •• ••• • 1. Test proposal;dalSa 1Q/14/i l dnd 02-21-12 approved bPERA. • ••• • • .•. .•• —�Ishaq I.Chanda,P.E,, • : : : : : Product Control Examiner • • • :• :• NOA No 12-0402.03 0.: •• . • Expiration Date:July 19,2017 Approval Date: July 19,2012 ••. . • • • ••• • E-1 • .• •• . • . •• •• U 1/8'HEAT STREN'D. GLASS 3/16'HEAT STREN-D.GLASS LL-U108 I .OW INTERLAYER .090'INTERLAYER a BUTAdTE PVB BY'DUPONT' BUTACITE PVB BY'DUPONY Z F. 1/8'HEAT STREN'D.GLASS 3/18'HEAT STREN'D.GLASS 6Zj R" SILICONE � � SILICONE i m DOW CORNING 899 i In DOW CORNING 899 Q n 26 _ i 26 L LL 14 I • •• \\ // \\ // SETTING BLOCKS AT LAM.GLASS L 1112 W REOD. FOR KIOTHS EXCEEDING 38'ONLY. • • • — — NOTCH GLAZING BEAD LEG TO J OZ • • ••• • • •• CLEAR BLOCKS Q W 8 0 ••• •• • • • ••• GLASS TYPE 'Gl' GLASS TYPE 'G2' O • •• • •••••• 1/8'TEMP.GLASS S/18'AIR SPACE (/) • • • • • 1/8'HEAT STREN'D.GLASS •• •• •••• •••••• • •• •• 00000 •••• .090'INTERLAYER w SAFLEX JUG BY'SOLUTIA' OD ••• •• • • • 4000000 1/8'HEAT STREN'D.GLASS O o M ••• •• • �,' SILICONE • •••••• •••••• i63 DOW CORNING 898 Z 3� • • • • •• rA 26 ST.STEEL 3 Z ••• •• • METAL SPACER O rvf • • •.•••: m 15 8 W mw ( � O 77SILICONE z SERIES 600 \ / ALUMINUM OUTSIIING ENTRANCE DOOR \ / SETTING BLOCKS AT INSUL LAM. GLASS SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. —.— NOTCH GLAZING BEAD LEC TO CLEAR BLOCKS c SINGLE AND DOUBLE LEAF DOORS WITH SIDEUTES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL GLASS TYPE 'G3' - APPLY TO ENTIRE SYSTEM. s ,l� f VA Im DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION pt �1 1. RESISTANCE IS REQUIRED. pi1A1 JI THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE sly o S ( REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY I( HURRICANE ZONE(HVHZ). —� IBY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS ESE D00 AR RATED FOR LARGE & SMALL MI T.� ENr...NVAD AHMAD EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. HUTTERS ARE NOT REQUIR . F� CIVIL V0 82 lt�as-- NOT PARTGOF THSAAI PROVA DITONS NOT SHOWN IN THESE DETAILS ARE Vol 8 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. O drowing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 8 Z 12 COME INTO CONTAPT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BLDG. CODE SECTION 2003.8.4, sheet 1 of 9 U s3/4-M76•MAX. �i W FRAME WIDTH \ FRAME WIDTH � �I N HEAD&SILL ANCHORS Z CD3 AT STILE ENDS 0 (4)AT 3.O.C. 1W 12' a A MAX I o MAX 5'MAX V HEAD HEAD/SILL A LLHEAD HEAD/SILL A SILL4 CORNERS CORNERS `� M�9 O Q _U.z-- Al AlE \\ Q3 • n •••••It •• • ,(• I �-Wiz=-- LOCK OPTIONS 0 • • -__ �.__= LOCK OPTIONS F -- -- SEE/F1' ••• • F • • �� SEE SHEET 7 '- / �1rj //SH \ ^ •• �� n x•n J • • � a w m x n g i� � i /i - • • o ••• ----- • ° `2 2 d ---LL---- • • • ••• 1 =__ ___ / �P, ike •• • •• •• i\\ i \ // w�wldralP9AIt•W1NM ' 3 mM o M pl ••• • • • •• • \ I ' • • •• • p �li� lR��•del 3 Z •• IVE I INACTIVE ACTIVE IIyy ••• • y ",1L U^JQv 000000 SURFAC&APPUELP mi SURFACE APPLIED 28 15/18' 26 15/18' �Q W FALSE MUNTINS OR 26 15/16" rcd FALSE MUNTINS OR -a� O DECORATVE GRILL D.L OPG. m v DECORATIVE GRILL D.L.OPG. D.L OPC. t° NOTE: MAY BE USED MAY BE USED 3T MAX. 3Y MAX, EGRESS REQUIREMENTS TO BE REVIEWED ��WOTM LEAF 111DTH BY BUILDING OFFICIAL. (x) (XX) c s 06 DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY - PSP SINGLE DOORS(X) DOUBLE O NOTE: m GLASS CAPACITIES ON THIS SHEET ARE DOOR DIMS. LAMINATED GLASS DOOR DIMS. LAMINATED GIA33 BASED ON ASTM E1300-04 (3 SEC. GUSTS) FRAME LEAF FRAME FRAME LEAF FRAME EXT.(+) INT.(-) AND FLORIDA BUILDING COMMISSION o WIDTH WIDTH HEIGHT .(+) •(-) WIDTH WIDTH HEIGHT c o 39-3/ 37' 98• 70.0 75.0 76' 37' 98" 70.0 75.0 DECLARATORY STATEMENT DCA05-DEC-219 q o 8 .�o a c _ O GLASS D.L.O. DIMS. Engr JAVAD AHMAD :12 ? c D.L.O. HEIGHT - FRAME HEIGHT - 11.125" PG'VIM 8' FLa E ID LO. WIDTH (X DOORS) FRAME WIDTH - 12.813" CAN. x D.L.O. WIDTH (XX DOORS) m (FRAME WIDTH - 22.1257/2 § O drawing no. JUN 2 8 2012 W12-08 sheet 2 of 9 U DESIGN LOAD CAPACITY- PSF 148" SIOEUTES WITH SINGLE OR DOUBLE LEAF DOORS FRAME WIDTH (SEE NOTE BELOW) HEAD&SILL ANCHORS N SIDELITE SIDEUTE OUT 411Th (4 ST ENDS • FRAME FRAME REINFORCIN REINFORCING 12 CLUSTER OF (4)AT 3'O.C. Q ^ WIDTH HEIGHT (a)ANCHORS 12' ' 1 INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) 3' AT HEAD/SILL MAX. 24 70.0 75.0 70.0 75.0 5'MAX TYP. HEAD ° 30 70.0 75.0 P70.0 75.0 CORNERS HE�N/�s r F A - -.` �u 0� 36 82 70.0 7s.0 7s.0 �G37 70.0 75.0 75.042 61.7 66.1 86.1 24 70.0 75.0 75.0 ii30 70.0 75.0 75.036 86 70.0 75.0 75.0 O It 37 70.0 75.0 . 75.0 \ 42 61.7 66.1 61.7 86.1 24 • •70.0 75.0 70.0 75.0 n • •• ••• • 92 69.8 68.8 ••70.0 75.0 • 35 064A 0.0 75.0 I- -- ��IyL 0•• led37 0•• •63.3 63.3 70.0 75.0 t'i 'AI' I I'�' i i d�' ��' V • za 63.3 �o.0 7s o W W m � 11 i 2 J ¢ •• 30 98 57.8 "1i0 OLD 75.0 I m ••• • 36 • 53.1 53.1 70.0 75.0 37 • •52.4 052. .0 75.0 .•• • 00..00 ii \ ii / R •0 0 0 •0 0. •••• REINFORCING I I ___= I I // W 0 0 00000 • • AS REW. -__ ____ = II\ i i L K/OPTION �Go n m ••• •• 0000 0•• SEE CHART SEI �� m • • II II \ I ' / 0 M 0 • INACTIVE ACTIVE ••• • Z. 0°r •••. • m �W • • SURFACE APPLIED ��Z W m f SIDELITE WIDTH DOOR FRAME WIDTH FALSE MUNTINS OR 32 3/4' 28 15/18" 26 15/16' DECORATIVE GRILL D.L OPG. D.L OPG. D.L OPa MAY BE USED 37' LEAF WIDTH NOTE: SIDELITEFRAME WIDTH 76'MAX. 8 FOR DOORS CAPACITIES SEE SHEET 2. SEE CHART AT LEFT DOUBLE DOOR FRAME WIDTH FOR SIDELITE CAPACITIES SEE CHART ABOVE. ° LOWER VALUES FROM DOOR OR SIDELITE CHART (OXXO) p+�-1yeRM - WILL APPLY TO ENTIRE SYSTEM. m� IMOu1/ IVB�S B�!•�rd•ACeani GLASS D.LO. DIMS. 'a D.LO. HEIGHT (SIDELITE) FRAME HEIGHT - 11.000' D.LO. WIDTH (SIDELITE) - FRAME WIDTH - O 4.438' o a w o i I Engr.JAVAD CAHMAD IVR FIA PE 70592 C.A.M. NOTE: $ GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) 8 ZO'Z drawing no. AND FLORIDA BUILDING COMMISSION JUN 2 W 2_pa DECLARATORY STATEMENT OCA05-DEC-219 sheet 3 of 9 u � i 9/16"MIN. ...TYPICAL ANCHORS EDGE DIST. 'By ORY WOOD BUCK o THROW BOLT EDGE DIST. SEE ELEVATIONS WOOD BUCK WOOD STRUCTURE PENETRATION FOR SPACING a�' - SEE NOTE SHEET 1 ST�RU�CTURE tN - P �.a, EDGED EDGE DIST. O `; i P.. • J a G� � s x Q �sj 25 Iul I AO 53 I I 26 2 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS O'O SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS Q Q QO I I FOR SPACING FOR SPACING FOR SPACING 0 4 m g 7 _ a --------------- fee ----------------- LL Z S • •• jIMIAMI-DARE COUNTY APPROVEWj O 35 • • • 11 CLIPPED MULLION I I J z ••• •• • of ij SEE SEPARATE N A It a W • • • II �I 0 • • I1- -------- -------'I •-• • • 0000 • 00 •• "goo** TYPICAL ANCHORS GLAZING OPTIONS F-. • la.l • SEE SHEET 1 SEE ELEVATIONS •••• • • FOR SPACING • g�sj N •••••j , _ % WOOD BUCKS AND RE NOT BY ECO WINDO •• • • USI SUSTAIN LOADS IMPOSED 9Y GLAZING SYSTEML-, 3 • EE • AND TRAN F BUILDING cTR TIRE l '=z�; 0000• • 0 •• •• • W�� jaZAI -IINCHII -SEEFLEX FOR-SPACING (1(4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI,Fy-15s KSI $Y-W LICKS OR WURESI 1-12" MIN. P 1NTO WOOD FTHRU 18YBUQKc LNTn rnnlr aR McSONRY � 1-1L4' MIN.�MBED'7NT 1 Dia O � CDRFcnY WO CONC. OWVASONR l MLdlDde hoCatl C•At1d 7A 7 1-1l4" MIN EMBED INTO CONC. OR MASON ��� ,814 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) m © a6 z INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8' a m 6 i i INTO METAL STRUCTURES 0 a 1 STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) DOOR DETAILS o 25 I i z 5 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) - 0 O J Engr:JAVAD AHMAD CAM _ ... - FLA. 9 s n ONTO CONCRETE AND MASONRY CAN' 53870592 k ....a.............o...a....I a < " ° UNTO WOOD ST�iJCT1JRE-��JAIN.--' 0 a TYPICAL ANCHORS INTO METAL STRUCTURE = 3/4" MIN. O EDGE DIST. 10. SEE ELEVATIONS ONCRETE_AT HEAD, SILL OR JAMBS f't � 3W0 PS—I M JUN 2S 2�1Z Wl2 08 1/2"MIN. FOR SPACING I ROW S LT C-90 HOLLOW/FILLED BLOCK AT J�S-f-m-- 2000 PST►19'f-7 _ --1 sheet 4 of 9 0p 1 1/a•MAX CONCEALED FLUSH BOLTS O 1/4•MAX Z m SHIM © LEVERS AT STILE FACE SHIM fer 3 .WOOD BUCK TYPICAL ANCHORS a s SEE ELEV. 18 ACTIVE LEAF O O t� FOR SPACING IL �TYPICAL aNafoRS p a ti o Q SEE ELEV. e 1 FOR SPACING 0 n 25 23 EXTERIOR • •• g v • • • 19 D.L.O. ••• ��� MEAL • • • .. • �� STRUCTURE • LEAF VADTH 0000•• LOCK OPTIONS •:• • • • • • SINGLE DOOR FRAME WIDTH SEE SHEET 7 • • 0.0000 VI • s. W •• •• 0000 0000•• 1/4'MAX • •• •• 0000 •••• LOCK OPTIONS SHIM • • ••'.'•♦• •••••• SEE SHEET 7 ••• •• C O • • SHIT w•• • CONCEALED FLUSH BOLTS C CONCEALED FLUSH BOLTS ••• • • 3 LEVERS AT NNE FACE OF STILE LEVERS AT STILE FACE O Y W000 Z 3 WOOD STRU TIRE g 3 Z NPICAL AN •• •• NOTE EET 1 OS • SEEEE• 1 ACTIVE LEAF ^[] • FOR SPAGING ••16 INACTIVE LEAF • • 26 13 00 26 tu as O a' N V O . L 23 TYPICAL ANCHORS k • 2S SEE ELEV. m g i1 f0 D.L.O. FOR SPACING •g 16 D.L.O. LEAF VADTH EXTERIOR c m LEAF VAOTH ° S �g< DOUBLE DOOR FRAME IMDTH � 11hr Engr.JAVAD AHMAD •0 0 CIVIL 1 / FLA.PE t 70592 s' n C.A.N. drawing no. T- W12-08 DOOR DETAILS JUN 282 12 sheet 5 of 9 ' -TYPICAL ANCHORS_ / �- SEE ELEVATIONS ^�N FOR SPACING EDGE IST. Z 0 O8 22 IL e s n 4 �0 z 0�box LLZ12 • •• 4 Q W ei F • J O • • • • • •• • • V! 00 Soo 00 •• • •P-000000 :0• GLAZING OPTIONS REINFORCING pit SMS t8 AS REOD. • SEE SHEET t •• • ••• 1/4'A"-. H AT S'FROM ENDS SEE SHEET 3 N MAK 00 0 • • • • • • SHIMAND 11'D.C. . .' S 3 m M _ •• B 3 0 �RJ W ••• • � W • •• t8 �-J •• • i •• i ze 13 p:am •••0 • • I as • •••. O I OF I •N TYPICAL ANCHORSL— SEE ELEV. FOR SPACING .$ 23 g LEAF WIDTH 14 1S a D.LO. 18 9 D.1.0. 4 4A EXTERIOR m SIDEUTE WIDTH DOOR FRAME WIDTH �m U.0 °g UNIT FRAME WIDTH c a 'r O L E CrIap I 3 INM/ CAPE V0 82 n ^• ` ' ( M drawing no. • v •EDGE�.IST. TYPICAL ANCHORS N 198201 1!12-08 SEE ELEVATIONS SIDELITE DETAILS FOR SPACING sheet 6 of 9 ITEM B PART¢ REQO. DESCRIPITON MATERIAL MANF./SUPPLIER/REMARKS U m 1 E801 - DOOR FRAME HEAD/SILL 8083-TB - o I 2 E602 - FRAME COVER SO83-T6 - N 3 E603 - DOOR FRAME JAMB 6063-T6 - O g $ 4 E604 - SIDELITE TOP&BOTTOM FRAME 6063-T6 - 4A E626 - SIDEUTE 9'BOTTOM FRAME 6063-T6 - Q a 5 E605 - SIOELITE FRAME JAMB 6063-T6 - 6 E808 - SIDEUTE SUP ON JAMB 6053-TG - 7 E607 - LEAF TOP&BOTTOM RAIL 6083-T8 - 7A E825 - LEAF 9'90TTOM RAI 8083-T6 - C r 6 E608 - LEAF W'STRIP ADAPTER 6063-TS - v 9 EGOS - LEAF HINGE STILE 8083-T6 - 0 G Q G 10 E610 - LEAF LOCK STILE 6063-T6 - 0 4•rc 11 E811 - LEAF ASTRAGAL STILE 6063-TS - 12 E612 - LEAF ALIGNMENT BRACKET 6083-TS - a • •• 13 E613 - LEAF CLAMP 6083-T6 4-1/4'LONG • • • 13A E613 - HINGE BACK-UP PLATE 8063-T6 12'LONG a W • • ••• • • •• 14 ES14 GLAZING BEAD(5/16'LAM.GLASS) 6063-TB - • • • ••• 14A E109 - GLAZING READ(7/16'LAM.GLASS) 8083-T8 - •••••• 15 E615 - GLAZING BEAD(INSUL GLASS) 6063-T6 - U •:•••• • • • • • 18 E616 - SNAP COVER 6063-76 V1 • • •••••• 17 E613 - 113OLT SUPPORT 8083-T6 NOT SHOWN • 18 - AS REOD. SIDEUTE MUWON REINFORCING 6083-T6 000000 • •• •• •• • • • • • 19 Fp-107 3/LEAF BUTT HINGES ALUMINUM SULLIVAN&ASSOC. ••••• 0000 •••••• 20 F81202 - FLUSH BOLT LEVER - SULLIVAN&ASSOC. •• • •••• 0000 21 FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN&ASSOC. LOCKS• • �' I^u a'.see*• ••- • 22 012 SMS AS REOD. FRAME ASSEMBLY SCREWS - - Lr, ••• �• — 23 12 X 3/4- - HINGE INSTALLATION FASTENERS - FH SMS 0 t0 to n I` 24 - - 3/8'DIA THREADED ROD STEEL - 0 4 POINT LOCK ASSEMBLY OLOI-60071BY'INTERLOCK USA INC.' •:• •(�LOCKING•P I T� AGING A*AOA *"LEAF 25 W11323 - PILE W STRIPPING WOOL ULTRAFAS Z F� • I1/2'DIA.TFiR ti HO AT TOP&ND BROOM ENGAGING FRAME 26 E20318-KN-3020 - BU19 W'STRIPPINC SANTOP.RENE EPDM 52 3 Z�egg • AT HEAD AND SILL • • 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTWA13 0S 0 ••• 1M 60 ROW BOLTS ATTACHTO LOCK j?3/8'•CONNECTING RODS - - OCK LOCAIC(D• -M/2'FROM BOTTOM 11MIt26 GLASS SPACER SILICONE FRANK LOWE RUBBER CO. LW I'INACTIVE LF1 • 29 E622 = FLUSH BOLT CUP NYLON - O (2 POINT LOCK ASSEMBLY BY'INTERLOCK USA INC.' 30 OL01RC BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 1/2'DIA THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME I31 OLOIWB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC AT HEAD AND SILL // 33 ®10 X 3/4' 2/ADAPTER FH SELF DRILLING SCREWS - - THROW BOLTS ATTACHED TO LOCK BY 3/8'CONNECTING RODS 34 _ 2/LITE SETTING BLOCK, 1/4`X 1/2'X 4'LONG EPDM AT 6'FROM EACH ENO,DUROMETER 6535 j LOCKLOCATED AT FROM BOTTOM L - 8 35 2/LITE SETTING BLOCK, 1/4'X 3/4'X 4'LONG EPDM AT 8'FROM EACH ENO,DUROMETER 8535 C Q OPTION 62: c�Ry ACTIVE LEAF: i1� CONVENTIONAL DOOR LOCKSET MATH HANDLE �g DELTA 690 BY'KWIKSET'LOCATED AT 39-1/4'FROM BOTTOM SEALANTS: > KEY OPERATED ON EXTERIOR AND THUMB TURN ON ALL JOINTS AND FRAME CONNECTIONS SEALED WITH INTERIOR THROW BOLT LOCATED AT 44-3/4'FROM BOTTOM m SCHNEE MOREHEAD JM5504 SEALANT. � ro CONCEALED FLUSH BOLTS BY'SUWVAN&ASSOC.' S°c 1/2'X 2`THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE HINGES 00 LOCATED AT 10-5/8'FROM TDP AND BOTTOM o LOCK FASTENED TO STILE MATH(2)68-32 X 1/2'FH MS 3-1/2_X 7-5/8'X.122'THK.EXTRUDED ALUM HINGE / waft N PART gFD-107 BY SULLIVAN&ASSOC. INACTIVE LEAF: N1 ��" 3 HINGES PER LEAF 9�! E(pr.JAVAD AFtl16A6 CONCEALED FLUSH BOLTS BY'SUWVAN&ASSOC.' BOTTOM HINGE AT 10-1/4'FROM BOTTOM A Btl4�IIadaR FLA.PCIVIL 2 n 1/2'X 2'THROW BOLTS ENGAGING FRAME AT TOP HINGE AT 11-3/4'FROM TOP ( "N.$gag b HEAD AND SILL CENTER HINGE AT MIDSPAN(38'O.C.MAX.) MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE HINGES FASTENED WITH 010 X 1'FH SMS Y 0 OF LEAF STILE LOCATED AT 10-5/8'FROM TOP AND BOTTOM (5)SCREWS AT HINGE STILE G� LOCK FASTENED TO STILE WITH(2)g8-32 X 1/2'FH MS (6)SCREWS AT FRAME JAMB drawing no. NOTE: LOCKS MUST BE ENGAGED DURING W1 Z—OS PERIODS OF HURRICANE WARNING. JUN sheet 7 of 9 a ��4.000 !x-1.750-1 078 I I 519 , r.394 .130 1� a .625 .803 -�I{o-=,0e5 .8.03 - 1.050 .803 ,045 Z j T- 1.625 .078 4� �jI I Z 4.031 -°i1.047 W- 1.047 1.172 w I 4.750 LH F-2.062--I t4 0 GLAZING BEAD t4A GLAZING BEAD 1s GLAZING BEAD 0.I 5/16'GLASS 7/16'GLASS INSUL GLASS Qui u t DOOR FRAME HEAD/SILL �o 1.507 p a.000 -1.507-4 0&a o 7 LEAF TOP/BOTTOM RAIL 1.625 4.779 078 p I�p7 • S z N 6{ • • • .078 • •00 0 • •• 3.719 • • •• •• �7e f7501.so7 •• U o • 0 • • • L8.250 1.500 • 4.000 • • •••• • 7,531 r .312 Q vl M df 00000 • •• • • • 0 • 9 LEAF HINGE STILE .062t7q W • •• •• 1.so�� • ••• 5'344 9 LEAF W'STRIP ADAPTERair•aylgyK .qr z m • • 1.7�Q • ••• 4.000 ��� m • • •••• • .094 �AflV Mi- I Z O O uNi 0 0• 61&ELITE TOP & BQTTOM FI I II I h O� 0 0 0 0 0 1.750 07 4 1.750 .312 .442 1,�% f f 3 Z 0780 r{ 000 •• r. 321 0 9" BOTTOM RAIL• .078 7.584 N O�p" • 7a to LEAF LOCK STILE t.so7 LEAF ALIGNMENT BRACKET Iso 267 O 1.812 �{• �. 2 FRAME COVER 5.344 .078 375 I I� .125 c •050 1.197 1.5071.750i 7.574 .t2S 3.781 0 3.719 .076 Z .754 I�-4.OWL 13 LEAF CLAMP t6 L= SNAP COVER GLEAF ASTRAGAL STILE 9000 HINGE BACK-UP PLATE r omm 1.2to 1.5004 8.281 50 �I •719 I bl •719 SIDELITE MULLION REINFORCING m°c a 0 .078 Enor.AAVAO AHMAD gC&g7 4.000 4.000 4'1� CFLA.'AN.3S38 2 1.625 1 ,U 078 $ u 2.097 LAL �7 I a 0D0 ole JUN $ 2012 drawi� I�- W12-OS SIDELITE SLIP ON JAMB (s) DOOR FRAME JAMB 5 SIDELITE FRAME JAMB SIDELITE 9" BOTTOM FRAME (s Sheet $of 9 Z h O �a / / a /. CO W aaa J •go so: 0 e� F • • • • 7— .0 000• —i R • • 0000• ••• 9• : •00• 000000 w ••• •• 0060 DOOR FRA•"AER •• 6• •9•• 0000 LUw 0 • • • � •00 • 0000 •••t N^no • • • •• ••• SIDELITE FRAME CORNER SIDELITE SLIP ON JAMB CORNER o 0-.,;i 9•• •• • 60.690 Z3j • 99.9.9 • ••• Ogg • lw •96 t e3 �O" • • �rli�� N�$i6fs ul 12 12 o 0� I/I II PP.... C m� p n •� o C a En9r.JAVAD AHMAD CML n 3 FLA.PE W2 g CAN. dn �llUN �B10 o—OS LEAF CORNER W1212 sheet—_9.f 9