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WS-16-519 Permit No.WS- 2 � Miami Shores Village Peart Type Yftdo#S ilft 3 S. 10050 N.E.2nd Avenue NE S pe rkCassl> oto00 R" ift tptn .. Miami Shores,FL 33138-0000 A" "t I Perms talfes,A `O V FZ Phone: (305)795-2204 �E ut 1P , 016 ' Expiration: 08/29/2016 Project Address Parcel Number Applicant 10611 NE 11 Court 1122320280240 JEROME S ALAYNE YEASH Miami Shores, FL 33138-2122 Block: Lot: Owner Information Address Phone Cell JEROME&ALAYNE YEASH 10611 NE 11 Court 305/893-4292 MIAMI SHORES FL 33138-2122 10611 NE 11 Court MIAMI SHORES FL 33138-2122 Contractor(s) Phone Cell Phone FLORIDA HOME IMPROVEMENT (954)792-4415 Valuation: =10,966.00Total Sq Fee Type of Work:REPLACING 4 DOORS SAME SIZE WITH IM Available Inspections: No of Openings:4 Inspection Type: Additional Info: Final Classification:Residential Review Building Scanning:4 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $6.60 DBPR Fee Invoice# WS-2-16-58817 $2.10 03/02/2016 Credit Card $ 123.80 $50.00 DCA Fee $2.10 Education Surcharge $2.20 02/25/2016 Check#:21969 $50.00 $0.00 Permit Fee $140.00 Scanning Fee $12.00 Technology Fee $8.80 Total: $173.80 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 instr'ct conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I as me responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAW PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFID V T: certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and o i Futhermore,I authorize the above-named contractor to do the work stated. March 02, 2016 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy March 02, 2016 1 Miami Shores Village �� Building Department jFE8 25 n16 10050 N.E.2nd Avenue,Miami Shores,Florida 33138L_ Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2014 BUILDING Master Permit No.1�1�i PERMIT APPLICATION Sub Permit No. FE BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 10611 NE 11 CT City: Miami Shores County: Miami Dade Zia: Folio/Parcel#: 11-2232-028-0270 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):ALAYNE YEASH Phone#: Address: 10611 NE 11 CT City: MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: FLORIDA HOME IMPROVEMENT Phone#: 954-7924415 Address: 4070 SW 30 AVE City: HOLLYWOOD State: FL Zip: 33312 Qualifier Name: WAYNE T. BURNETT Phone#: State Certification or Registration#: CGC061890 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$10,966 Square/Vnear Footage of Work: Type of Work: ElAddition ElAlteration ❑ New Q Repair/Replace E] Demolition Description of Work: REPLACE 4 DOORS W/IMPACT. SIZE FOR SIZE Specify color of color thru tile: Submittal Fee$ S O .® Permit Fee$ °� CCF$ - CO/CC$ Scanning Fee$ d` ' Radon Fee$ (_ DBPR$ Notary$ Technology Fee$ Cr; , &k-, Training/Education Fee$ Double Fee$ �0 Structural Reviews$ Bond$ 7' 1 TOTAL FEE NOW DUE$ 17,3 ` `oJ (Revised02/24/2014) t Bor,,Jing Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property 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. k,Signature Signatu Owner or Agent Contractor The foregoing instrument was acknowledged before me this_If- The foregoing instrument was acknowledged before me this PC day of FV�5 200 ,by �t�y��= Vt—A� day of 201 U ,by 2x, who is per mown to me who has produced who is p onally known to me r who has produced As identification and who did take an oath. a 'dentification and who did tak oath. NOTARY PUBLIC: NOTARY P BL C: ,q jr,�;Z�O Sign: Sign: ��� Print: Print: .(PAY Poep0' 1•, a¢a My Commission Expires: ?°;••••,�% ANTONIO HERNANDEZ My Commissio E o= goo * * MY COMMISSION#FF 164915 s� EXPIRES:October 1,2018 •**�;; 9TFOF FlAP�9 Bonded Thru Budget Notary Services kk%kkkkkknknkakkkkk%kkk�kkakkkkakk&nkkakkkkk��kk,�k�akkkkkk&kkakkakakkkkkkkkkkakakknkk��kk�akk&k&kkkakkkkk k�%kkkkakknkakkk�kakkkkakkaknkk APPROVED BY �l�""o Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Af Search Application- Miami-Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On:2/10/2016 Property Information Folio: 11-2232-028-0270 Property Address: 10611 NE 11 CT Miami Shores,FL 33138-2122 Owner JEROME A YEASH&W ALAYNE M *b Mailing Address 10611 NE 11 CT � �` 4 • v�� � MIAMI SHORES,FL 33138-2122 Primary Zone 0800 SGL FAMILY-1701-1900 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths I Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,032 Sq.Ft � Living Area 1,510 Sq.Ft Adjusted Area 1,632 Sq.Ft Taxable Value Information Lot Size 11,550 Sq.Ft 2015 2014 2013 Year Built 1950 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2015 2014 2013 Taxable Value 1 $55,399 $54,563 $53,018 Land Value $142,679 $196,354 $137,244 School Board Building Value $95,962 $93,024 $93,024 Exemption Value $25,000 $25,000 $25,000 XF Value $3,665 $3,689 $3,713 Taxable Value $80,399 $79,563 $78,018 Market Value $242,306 $293,067 $233,981 Crty Assessed Value $105,399 $104,563 $103,018 Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $55,3991 $54,5631 $53,018 Benefits Information Regional Benefit Type 2015 2014 2013 Exemption Value $50,000 $50,000 $50,000 Save Our Homes AssessmentTaxable Value $55,399 $54,563 $53,018 Cap Reduction $136,907 $188,504 $130,963 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Exemption $25,000 $25,000 $25,000 Previous Sale Price OR Book-Page Qualification Description Homestead 10/01/1992 $83,500 15700-2229 Sales which are qualified Note:Not all benefits are applicable to all Taxable Values(i.e.County, 02/01/1975 $60,000 00000-00000 Sales which are qualified School Board,City,Regional). Short Legal Description MIAMI SHORES ESTATES PB 47-58 LOT 11 BLK 2 LOT SIZE 75.000 X 154 OR 15700-2229 1092 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 2/10/2016 g� 5 a Specialty Etgre Consultants,Ina ybtd Veloein South Florida S 1590 SW 30 Avenue,Suite #2 :. Dada B-d Palm Beach Boynton Beach,FL 3343206 ;;� FL CA#009217 Riak Cat.1 165 156 156 1 S mv dsk to humere f a a Risk Cm. 175 170 170 Sia Famil Retridcmxs ����®J � ' p� ~y Riak Cat.3&4 186 ISO too E-ti.1 lides / P=g 1 'I G p- G p I Intstuc8o and Sona of U 1 \ / 1 Charts vide wind pressures t on the mean roof he M.And shall not exceed 80'-0". 2 D n essures are for an enclosed ah Were or other tm d resistance tecton r uir V(mph) 175 1620 F'BC for HVIIZ,or Fig 26.5-1e 3 User shelf detemdne the mean root h ht, Eave he M+Roof Peak Rirl-Category 11 Table 1.5-1,page 2 4 End zone distance Is the lessor of 10ah of le 10°�of wklth or 40%of the mean roof h ht and not less than 3'-0' Evpmee C Section 26.7 5 If 50^/of a component Is kt a tdcular zone then Stet component Is considered to be In zone with the me o of the area.If Questionable then ace In Zone 5 Kd OM Table 26.6-1,page 250 6 Each component,window,door,mulilon has a trtbuta area that Is area to be used.Area of con nents to rounded down but shall not be leas than 10 at. Kd 1 Figure 26.8-1,page 252 7 For NCA's that require a Kd=1.0 then mu 1 the values listed herein 1.18. cxpi 0.18 -0.18 0.55 8 =pressures are based on Allowable stress d n. pitch of roof rees 3/12 14.0 deg9 Design pressures listed herein are wild for Exposures B and C and evosure D.max roof he ht 30 theta 14.0 degrees 10 Cham and values listed herein are only valid when aWned,dated and sealed by Gary McDougle,PE#56214 or Mark LeBlaw,PE 535883 or Adam D.LeBlanc PE#77012 11 Wind design pressures are calculated In accordance with ASCE 7-10 Method 2 12 No redudbn la rdken for glopos less than 10 d tees. Area ofwmpo=t Arra of Areaofcan t Ares fpMp,,WW Areaofcom t Areaof Am of t Arae of t Area of nen AMdocoulacni Ares of 15.0 sf 20.09 25.0 of 3&0.17 35.0 sf 40.0 of 45.0 sf 50.0 d 55.0.17 60.0 a Mean Roof Hei Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 40.1 40.1 38.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 1 -43.4 -53.6 -42.2 -51.3 -41.8 -50.6 -41.4 -49.8 -41.0 -49.0 -40.6 -48.3 -40.2 47.5 -39.8 -46.8 -39.4 -46.0 -39.0 45.2 -38.6 -44.5 40.6 40 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4 16 -54.4 -42.8 -52.0 -42.4 -51.3 -42.0 -50.5 -41.6 -49.7 -41.1 -48.9 -40.7 -48.2 -40.3 -47.4 -39.9 -46.6 -39.5 -45.8 -39.1 -45.1 41.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 17 44.6 -55.1 43.4 -52.7 42.9 -51.9 42.5 -51.1 42.1 -50.4 -41.7 49.6 41.3 48.8 40.8 48.0 40.4 47.2 40.0 46.4 -39.6 45.7 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 8 45.1 -55.7 43.9 -53.3 43.5 -52.6 43.0 -51.8 42.6 -51.0 42.2 -50.2 41.8 49.4 41.3 48.6 -40.9 47.8 40.5 47.0 40.1 -46.2 0 0 41.1 42.1 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 •••• 190••0-45.7 46.4 •44.4 -54.0 43.9 .53.2 43.5 -52.4 -43.1 .51.5 -42.7 -50.7 42.2 49.9 41.8 49.1 41.4 48.3 41.0 47.5 40.5 46.7 • • V.6 2.6 X11.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 •••••• �•••".2 -57.0 -44.9 -54.5 -44.4 -53.7 -44.0 -52.9 -43.6 -52.1 -43.1 -51.3 -42.7 -50.5 -42.3 -49.7 71.8 -48.9 -41.4 -48.1 -41.0 -47.2 • .0 .0• X41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 • 21 0 76.6 467"•a 9•45.3 -55.1 74.9 -54.3 74.4 -53.5 74.0 -52.6 73.6 -51.8 73.1 -51.0 42.7 -50.2 72.3 79.4 41.8 78.5 41.4 77.7 • 43.4 43040 0 42.0 42.0 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9 •••••• • • • 412 • -6r7.1 468.1 75.8 -55.6 75.3 -54.8 74.9 -54.0 74.4 -53.2 44.0 -52.3 43.6 -51.5 43.1 -50.7 42.7 49.9 42.2 49.0 41.8 48.2 •••:•• •43.8 13*80 0 0 042.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3 ••••• 23•• -77.5 -5Fp7• • 46.2 -56.2 45.8 -55.3 45.3 -54.5 44.9 -53.7 74.4 -52.8 -44.0 -52.0 43.5 -51.2 43.1 -50.3 42.6 49.5 42.2 48.7 0 • •• J-2 %2• 0•42.8 42.8 42.3 42.3 41.9 41.9 41.4. 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 0••••• 24 48.0 -59.2 46.6 -56.7 46.2 -55.8 45.7 -55.0 45.3 -54.1 44.8 -53.3 44.4 -52.5 43.9 -51.6 43.5 1 -50.8 43.0 49.9 42.6 49.1 0 • 0 44.6 0 0 043.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 •••••• 25,• -0.4 a ME17.0 -57.2 46.6 -56.3 -46.1 -55.5 45.7 -54.6 45.2 -53.8 44.7 -52.9 44.3 -52.1 43.8 -51.2 43.4 -50.4 42.9 49.5 •• • �• • .0 45.0 •• 43.5 43.5 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 • 26 48.8 7.4 -57.6 47.0 -56.8 46.5 -55.9 46.0 -55.1 45.6 -54.2 45.1 -53.4 44.7 -52.5 74.2 -51.6 43.7 -50.8 43.3 79.9 •••••• •001045.3• 4f3 943.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 2 -49.2 -60.7 47.8 -58.1 47.3 -57.2 46.9 -56.4 76.4 -55.5 45.9 1 -54.6 45.5 -53.8 45.0 -52.9 74.6 -52.0 44.1 -51.2 43.6 -50.3 45.7 45.7 44.2 44.2 43.7 43.7 43.3 43.3 42.8 42.8 42.3 42.3 41.8 41.8 41.3 41.3 40.8 40.8 40.4 40.4 39.9 39.9 28 49.5 -61.2 48.2 -58.5 47.7 -57.7 47.2 -56.8 46.8 -55.9 46.3 -55.1 1 45.8 1 -54.2 45A -53.3 1 44.9 1 -52.4 1 44.4 -51.6 V.7- 46.0 46.0 44.6 44.6 44.1 44.1 43.6 43.6 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.1 41.1 40.7 40.Z�® .40.7 0 29 49.9 -61.6 48.5 -59.0 48.0 -58.1 47.6 -57.2 47.1 -56.3 46.6 -55.5 46.2 -54.6 45.7 -53.7 45.2 -52.8 44.8 a 511 �� 46.3 46.3 44.9 44.9 44.4 44.4 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 41.9 41.9 41.4 41.4 40.9 •• •pp 30 -50.3 -62.1 48.9 -59.4 48.4 -58.5 47.9 -57.6 47.4 -56.8 47.0 -55.9 46.5 -55.0 46.0 -54.1 45.6 .53.2 45.1 • .d• �I �, ®i • No 012 *. . . �^ 2 •W - - - AV I Y DATE doi �. Qr.• ♦ ��� MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE/COMPARISON CHART Address:10611 NE 11 CT MIAMI SHORES FL 33138 Permit No. Opening Window,Door Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Mullion Product Acceptance# Design Pressure Pressure Size Yes/No Yes/No Yes/No 1 DOOR 14-0303.09 +75.0 -85.0 +40.1 -43.4 38 x 813/4 NO NO YES 2 1, 1, -53.6 31 x 80 3/8 3 .j. FL14991.1 +67.0 -67.0 11, 311/2 x 801/8 4 -43.4 315/8 x 801/8 0000.. 0000 .. 0000.. 0000.. 0000 0000.. . .. . .. 9 99 lees 0000.. 0.90090 00 . 999• 0 •0 99 999999 9999 . 0990 • 17 i .. __: __ _..........—_ _._... _•�y� /j _- a —_ �_. f — it is j i ._. .._.. ... .. _ .. f / I �''/ '�'n0�7► ! Z SIS f� �'sG'�� ioddla ddb IV101 H3swnN 800'1 19913H dOOV A183dp •• 891,m vto 3WgN S.il3WO1Sft7 3.tvGMUM H3u9Nluns13W anao�aa®woac�a.ig-eu�opp r�apas,sop� 133HS W gWct'-?0t4 :00 . Florida Building Code Online Page 1 of 4 Dep F�011ljdall mnt =5 Moms j Log In ; User RaOetratlan Hot Topkg ! Subntlt Surtaerge Stats&FBOs FE' .tai j ;±71 iz:1' Bus nes ) , L&, Product Approval USER.:PUbllc Uses Regulation Product Anaraval Menu a Prrnluct er Aoall®tlan Search>gpQbcabppyifft>AppftaUan DoWI -- FL# 14991-R1 _ Application Type Revision Code Version 2014 Application Status proved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived ❑ Product Manufacturer Therma-Tru Corporation Addrees/Phone/Emall 118 Industrial Drive Edgerton,OH 43517 (419)298-1740 rickw0rwbldgcorksultants.com Authorized Signature Vivian Wright rkkwOrwbldgconsultants.com Technical Representative Address/Phone/Emali Quality Assurance Representative Address/Phone/Emall Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Natlonal Accreditation&Management Institute Validated By Ryan J.King,P.E. 61 Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) RUMISRIAYear ASTM E1300 2004 TAS 201,202,203 1994 Equivalence of Product Standards Certified By •• ••• • • • • • •• • •• • • • • ••• • Product Approval Method •• •�lethot� Option A• • •• Date Submitted • ••• 02/09/420150•• ••• • Date Validated 02/1:/2815 •• •• Date Pending FBC Approval •• • • •• • • • • • Date Approved •• • 02/171t615 • • • ••• • • • • ••• • • http://www.floridabuilding.org/pr/pr_app_dt1. .gPc?�7axa�n'AX'Q;APquZRj59%2fDrx... 6/25/2015 Florida Building Cade Online Page 2 of 4 Summery of Products FL# Model,Number or Name Description 14991.1 a.'Traciltions" 3'0 x 6'8"Impact"Steel Single Door-Inswing or Outswing (X Configuration) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14991 RI C CAC 14991.1 NAMI Cert.ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressure:N/A Installation Instructions Other:See INST 14991.1 for Design Pressure Ratings,any FL14991 RI II Inst 14991.1.odf additional use limitations,Installation Instructions and Verified By:Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 RI AE Eval 14991.1.0dP Created by Independent Third Party:Yes 14991.2 b.'Traditions" 310 x 6'8'Impact°Steel Single Door with Sidelibe-Inswing or Outswing(XO or OX Configurations) Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL14991 R1 C CAC 14991.2 NAMI Cert.odf Approved for use outside NVHZ:Yes Quality Assurance Contract Expiration Date impact Resistant:Yes 03/31/2016 Design Pressure:WA Installation Instructlons Other,.See INST 14991.2 for Design Pressure Ratings,any EL14991 RI II Inst 14991.2.odP additional use limitations,installation Instructions and Verified By: Lyndon F.Schmfdt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 RI AE Eval 14991.2.odf Created by Independent Third Party:Yes 14991.3 c.'Traditions" 3'0 x 6'8"Impact"Steel Single Door with Sidelltes-Inswing or Outswing(0X0 Configuration) LIn11ts of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14 41 111 C CAC 14991.3 NAMI Cert.odf Approved for use outside NVHZ:Yes Quality Assurance Contract Expkfton Dane Impact Resistant:Yes 03/31/2016 Design Pressure:N/A Installation Instructions Other:See INST 14991.3 for Design Pressure Ratings,any FL11991 RI II InstI4991.3.0 additional use limitations,installation Instructions and Verified By: Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 R1 AE Eval 14991.3.ndf Created by Independent Third Party:Yes 14991.4 d.'Traditions' 6'0 x 6'8'Impact'Steel Double Door-Inswing or Outswing (XX Configuration) Limits of Use Certification Agency Certificate Approved for use In HVHZr Yes FL14991 RI C CAC 14991.4 NAMI Cert_odf Approved for use outside HVHZi Yes Quality Assurance Contract Expiration Data Impact Realstart Yes 03/31/2016 Design Pressure:N/A Installation Instructions Other:See INST 14991.4 for Design Pressure Ratings,any FL14991 RI II Inst 14991.4.odf additional use limitations,installation instructions and Verified By: Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 RI AE Eval14991.4.odf Created by Independent Third Party:Yes 14991.5 a.'Traditlons" 610 x WS'Impact"Steel Double Door with Sidelites-Inswing or Outswing(0)XO Configuration)configurations up to 8'0 In height) Limits of Use Certification Agency Certificate Approved for use In HVHZ.Yes 1`414991 RI C CAC 14991.5 NAMI Cert.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 0312-1/2016 Design Pressure:WA ••• ••: i : 111 111t*If iductlons Other:See INST 14991.5 for Design Pres9Ure Ratl UNS,a:" fLIS2M 1161 it Inst 14991.5.pdf additional use limitations,installation instruc8gns A; 0 0 Ter ilRZ Lyffdgn F.Schmidt,P.E.43409 product partleulars.(Note-Glazing meets AGWM EIM M-040• Cseatei bib Independent Third Party:Yes Evaluation Reports FL14991 R1 AE Evai14991.5.odf Created b Independent Third Party:Yes 14991.6 f.'Profties' 1;0 x 6'0"1g$ad*_Stjel Single Door-Inswing or Outswing • •• • ¢X Gonfiguration)• • ••• • • • • ••• • • http://www.floridabuilding.org/pr/pr_app_dtl. x3pa n-wG� v DquZRj59%2fDrx... 6/25/2015 Florida Building Code Online Page 3 of 4 Limits of Use Certification Agency Cartlflcate Approved for ase In HVHZr Yes FL14991 R1 C CAC 14991.6 NAMI Cert.Ddf Approved for use oufskfe HVH'Zs Yes Quality Assurance Contract Expiration Daft Impact Resistant:Yes 03/31/2016 Design Pressures N/A InstaHation Instructions Other:See INST 14991.6 for Design Pressure Ratings,any F-L14991 RI 11 Inst 14991.6.Ddf additional use limitations,Installation Instructions and Verified By:Lyndon F.Schmidt,P.E.43409 product particulars.(N ote-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 R1 AE Eval 14991.6.Ddf Created by Independent Third Party:Yes 14991.7 g."Profiles' 3'0 x 618"Impact"Steel Single Door with Sidelite-Inswing or Outswing(XO or OX Configurations) Limits of use Certil9cation Agency Certffieafia Approved for use In HVHZ:Yes FL14991 RI C CAC 14991.7 NAMI Cert.Ddf Approved for use outside HVMZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Dealgn Pressure:N/A Installation Instructions Other.See INST 14991.7 for Design Pressure Ratings,any FL14991 111 II Inst.14991.7,odd additional use limitations,Installation Instructions and Verified By:Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 Ri AE Eval 14991.7.Ddf Created by Independent Third Party:Yes 14991.8 h."Profiles' 3'0 x 6'8°Impact"Steel Single Door with Sidelites-Inswing or Outswing(OXO Configuration) Limits of use Certification Agency Certificate Approved for wa in FIVHZs Yes M4991 R1 C CA 14991.8 NAMI Cert.Ddf Approved for rre outside HVHM Yes Quality Assurance Contract Expiration Date Impact Resistente Yes 03/31/2016 Design Pressures N/A Installation instructions Others See INST 14991.8 for Design Pressure Ratings,any FL14991 RI II Inst 14991.8.ndf additional use limitations,Installation Instructions and Verified By: Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 Rl AE Eval 14991.8.Ddf Created by Independent Third Party:Yes 14991.9 1."Profiles" 6'0 x 6'8"Impact"Steel Double Door-Inswing or Outswing (XX Configuration) Limits of Use Certification Agency Certificate Approved for use In MVHZs Yes FL14991 RI C CAC 14991.9 NAMI Cert.Ddf Approved for use outside HVHZr Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressure:N/A Installation Instructions Other.See INST 14991.9 for Design Pressure Ratings,any EL14991 RI II Inst 14991.9.Ddf additional use limitations,Installation Instructions and Verified By:Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL1421 R1 AE Eval 14991.9,Dd Created by Independent Third Party:Yes 14991.10 J."Profiles" 6'0 x 6'8"Impact"Steel Double Door with Sidelites-Inswing Or Outswing(0)XO Configuration) Limits of Use Certiftcation Agency Certificate Approved for use In MVHZs Yes .EL14991 RI C CAC 14291.10 NAMI Cert.Ddf Approved for use outside HVHM Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03131/2016 Design Pressures N/A Installation Instructions Othen See INST 14991.10 for Design Pressure Ratings, FL14991 R1 II Inst 14991.10.pd any additional use limitations,Installation instructions and Verified By: Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by independent Third Party:Yes Evaluation Reports FL14991 RI AE Eval 14991.10,Ddf Created by Independent Third Party:Yes 14991.11 k.°Profiles" •• ••• • • 3%ax 8'0"Ierpa(3."•Steei Single Door-Inswing or Outswing • • • • ( n,�L�r9tiiln) Limits of Use •• •i i i epr13Hr&§n AA§qncy Certificate Approved for use In HVHZ:Yes •• ••• •• FL*499fl Ri f•CAC 14991.11 NAM]Cert.p3f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressure:N/A • ••• • IM Ilation I��srstrIons Others See INST 14991.11 for Design Assure•Ratings,. . F1 991 i2�II In�-14991.11.Ddf any additional use limitations,Installatidh t ons anti Velfled By:4-yndran W.Schmidt,P.E.43409 product particvlars.(Note-Glazing meets ASTM 130b-041; tregteg bjIrVe*naent Third Party:Yes •• • ••• Evaluation Reports ••• • • • • ••• • • • • • • • • • • http://www.floridabuilding.orglpr/pr_app_dtl. xW+4.f ZRj59%2fDrx... 6/25/2015 Florida Building Code Online Page 4 of 4 FL14991 R1 AE Eva]14991.11.odf Created by Independent Third Party:Yes 14991.12 I."Profiles" 310 x 8'0'Impact"Steel Single Door with Sldellte-Inswing or Outswing(XO or OX Configurations) Limits of Use Certification Agency Certificate Approved for use in HVHZi Yes FL14991 RI C CAC 14991,12 NAMI Cert.W Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressure:N/A Installation Instructions Other-See INST 14991.12 for Design Pressure Ratings, FL14991 al II Inst 14991.12 odf any additional use limitations,Installation instructions and Verified By: Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 RI AE Eval 14991.12.odf Created by Independent Third Party:Yes 14991.13 --jm."Profiles" 310 x ST"Impact"Steel Single Door with Sldelites-Inswing or Outswing(OXO Configuration) Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL14991 RI C CAC 14991.13 NAMI Cent,odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressure:N/A Installation Instructions Other:See INST 14991.13 for Design Pressure Ratings, FL14991 RI II Inst 14991.13.odf any additional use limitations,Installation Instructions and Verified By: Lyndon F.Schmidt,P.E.43409 product pardculars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 R1 AE EVai14991.13.Ddf Created by Independent Third Party:Yes 14991.14 n,"Profiles" 6r0 x fi'0"Impact"Steel Double Door-Inswing or Outswing (XX Configuration) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14991 RI C CAC 14991.14 NAMI Cert.ndF Approved for use outside HVHZ:Yes Quality Assurance Conti Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressure:N/A Insdatlstion Irtstruetiore Other:See INST 14991.14 for Design Pressure Ratings, FL14991 R1 II Inst 14991.14.odf any additional use limitations,Installation instructions and Verified By:Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 RS AE Eva[14991.14.odf Created by Independent Third Party:Yes 14991.15 o."Profiles" 6'0 x 8'0"Impact"Steel Double Door with Sldelites-Inswing or Outswing(OXXO Configuration) Limits of Use Certification Agency Certificate Approved for use In HVHZ.•Yes FL14991 RS C CAC 14991.15 NAMI Cort.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressures N/A Installation Instructions Othen See INST 14991.15 for Design Pressure Ratings, FL14921 R1 II Inst 14991.15.odf any additional use limitations,Installation Instructions and Verified By:Lyndon F.Schmldt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 R1 AE Eva]14991.15.1xdf Created by Independent Third Party:Yes •a- NaKt CnrdnR Ile;;1040 North Monroe Street,Tallahassee FL 32309 Phone:850.487-1824 The State of Florida is an ANffO employer.Conrieht 2007-2013 Stets at Florida.::Mb=Statement::Accessibility Statement Under Florida law,emall addresses are public records.If you do not want your e-mail address released In reSpOme to a public-records request,do not send electronic nae to this anRRy.Instead,contact the h>1aW by glo dR al 0.fY u ave uestions,please mntaCt 850.497.1395.•Pssuant to Section 455.275(1),Florida Statutes,effectlw October 20'1-4 I ell ws r w must provide the oepamnard With an emar address 9 they have one.The wags provided may be used for o"1-carhmu b 11 enar addresses are public record.0 you do not wish to supply a personal address,Dlease provide the Department ayh an erre a� CWh lh 4tft to the public.To determine it you are a licensee under •CI•DDeriNSD • ®®E9® • •.• •t, tM" ••• • •• • •OEM • • • • •• • • • • • • • ••• • • • • ••• • • http://www.floridabuilding.org/pr/Pr app dtl. x590/.2fDrx... 6/25/2015 R W R W Building C©nsuItants, Inc. B Condi ft and Eogdneerhug Services for the Building malty C P.O.Banc 234 Val ft FL 3353 PhM813.659.9197 P�rida Hoard oPPn�donal Eu�aeecs CasNS�te arAWhou�tiun No.9813 Product tatsgory mSub Category Manufacturer Product Nae Them Tru Corporation "Tradittorts• 6t�rbr SWIM� 118 Industrial Dr. Steel Door Doors i�riar Door Assemblies Edgerton,OH 43517 hawkw0utswing Pitons 419.288.1740 "Impacr Score. This is a Product Evaluation report ism by R W Building Consultants.Inc.and Lyndon F.Schmidt,P.E.(System ID 1998)for Thenna Tru Corporation based on Rule Chapter No.81120.3.Method 1A of the State of Florida Product Approval,Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt P.E.do not hence nor will aoquire financial interest In the company manufacturing or distributing the product or in any other entity involved in the approval prom of the product named herein. 1.This product evaluation drawing has been developed In compliance with the St h Edition(2014)Flortda Building Code(FBC)structural requirements Including the"High Veb*Hurricane Zone"(HVHZ).See the CotldhsRton Agency Certificate for sizes,specifications and ratings. 2 Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stcmoo. 3.When used In the"HWO the opaque door oomplies with section 1828 of the Floride Building Code and does not require an impact resistant covering. 4.When used in areas outside of the"HVHZ"requiring wind borne debris protection,the opaque door compiles with Section 1809.12 of the FSC end does not require an impact resistant covering.This product meets missile level OW and Includes Wind Zone 4 as deflned In ASTM E1888 and Section 1808.1.22 of the FBC. b. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction 8 Site conditions that deviate from the dem of drawing FL-14991.1 require further engineering analysis by a licensed engineer or registered archWact. 7. Outswing contigurations using coastal sill item#39 meet water infiltretion requirements for liVHZ". 8. Inswing configurallons and outswing configurations using Item#31 do not meet the water Infiltration requirements for the"HWtz" shall be Installed only In non-habitable areas or at habitable locations protested by an overhang or canopy such that the angle betlneeih the edge of canopy or overhang to sill Is Ips then 45 degrees. 8.When used in the"HVHZ',steel must be protected as specified in FBC Section 2222.8. 10. See drawing FL-14991.1 for size and design pressure ilmkW bns. Suppw til Documernfs: 1. Test Reaart No. Test Standard Testina Laboratatm Maned ETC 01-741-10822.0 TAS 201,202,203-94 ETC Laboratories Joseph L.Dolden,P.F- 2 Drawingljo. Pres ared by i111I M111111Stoned&Sealed by No.FL 14991.1 RW Buliding Consultants,Ir1a.(CA#9913) e�0"! SCl-if,,/,ofii Lyndon F.Schmidt,P.E. 3. Calculatlana P— . . . . . . .eke `:''',�G E N S � ''�i�Signed&Sealed by Anchoring RV Bull"Oonsul6arlts,�irha(t3A�i9813) �� �' 4 3 0 sLyndan F.Schmidt,P.E. .. • . • • • N0 a 9 y¢� 000 00 0 00 rc STATE OF • • 0 so 0 0 • • •• ✓•r3 e'R,C t7 R 1 •{� � Lyndon F.Schmidt,P.E • • • • 4 •• • • •• •• • • • • ��y^rn • ' FL PE N0.43409 •• ••• • • r� :+bOCII.02ti.�L� 2WO15 Sheet 1 of 1 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTICE OF PRODUCT CERTIFICATION A� CERTIFICATION NO: N1005312.01 DATE; 12 CERTIFICATION PROGRAM: Slrnctural COMPANY: rma-Tru CODE: T-052-1 To verify that the-Notice of Product Certification"is valid,please visit www.NAMlCertifrcation.com to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied.Please review and advise NAW if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Therma-Tru Corporation "Traditions Series" 118 Industrial Drive In-Swing&Out-Swing Edgerton,OR 43517 Opaque Wood Edge Steel Door Configuration:X Frame: W-953mm(37.5") H-2083mm(82.0") Panel: W-915mm(36.00") H-2013mm(79.25°) SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure=+67/-67 psf Large Missile Impact Rated Wind Zone 4-Missile Level D Qualifies eonrl8umucwn:x Product Tested By: ETC,Inc. Report No: ETC 0 1-741-10622.0 Expiration Date: March 31,2016 ���Gf Administrator's Signature: NATIONAL ACCREDITATION AND ... .%AWF10XrJT•INSTITUTE,INC. • 4*4 MAgi Wdbfhgton Memorial Highway ••• ••' •• esrVA 23072 Tel: (804)684-5124 ... ...Fant;46041684-5122 . . . . . . . .. . . .. . . . . . . .. . 000 . . . . ..• s� THERMAITRtJ THERMA TRU DOORS 1 19 INDUSTRIAL DR., EDGERTON, OH 43517 'TRADITIONS" °" '"" ' •' •: ••• STEEL DOOR o: � •:•• •• 0 tNfWING/OUTSWING • ••••••"IMPACT' ••• •• • •• •• •• • • • • • v • •• koo •• • •••• GE L NO— • • • • • -------F--- •••• ( � c :•• •� �P� n9����developed in comPflonce vMTUr the Sth f�brs(M14)Raft MOV Cade � ncfudm9 tre Ntgh Vebetiy tAA• •• •• 0 0 Lona'(HVFtZ�.See rte Cern Agency G3r65mte tQ sus speciflcafloty ottd •• • • n�IfrtgsR ••••••• • •' 2 Product a nctrots d'taA be as�tedorr�weed as stwvm an detallz Arrhor erobedlnant fo br>�material stuff be beyondwd g 3 vwenusec' fn•+heWWfhaapagredowCa. secffmIM ofINFOCam!damnot mqubaanknr>ael t A When uwd In mom ouhlde of 1he'NW mquHng Wnd botrse detb WdMcBm the opaque door owgAmwM Seoflan 14M.1.2 d fhe F8C mrd does rohegL(re an Impact r ddmt covertnp,lids product meets volsella leya lr oW tnckrdes Ward Zane 4 as defier!in ASPM E 1996 mrd Sedbn ldM.1.2.2 d trio PBC. I For Zcstud kurft eon*uctian.wring of the ur&std be the sane as#rot shaven far 2K budcmemyry=sKL-fbn. d. Site condflbns that devote from the defatts of ttB drawhrg require het>ar engfrreerfng anoty tW a Qaensed engfrtaara mgkWad archted. `' 7. cordigumflars using c�tal sdl Bei 939 meet waterlydlhaFlmf�tarliVtf['. � :C a coftrafiora and cuhwhg oorrflamfbre uft 91 Hann 931 do riot meet to kftclbn mquYemenls for ftre 91VHr and shah be 6,f I only b raWxMlloble creta or of hobtable bcotme potected by an wading or cwxlpy such V&to angio between the edge of cargW or ovarhorrg to Ab km thmf 45 degrees, r¢ P. When ured ln'Ihe'HYF2�std mtat he potacmd mi gmcffled fn FIS Stsctar 2222.4. r,�arm6l.�r TARES OFCONMM `••�••�� Sf of Dommom 1 Typtale dembn momm 3 gewd reft y O G 2 Door parad defalk HdSMlING 37JW x 62W +67.0 -67.0 aae 03 13 t2 g 3 txaatse,HonI OUISWIN6 some N.T.S. 5 4 V aoasec6ore iwl bw protde bump hues hdQ 37.x°x BMW +55.0 -67.0 o•a er. Jtc m 5 Ructandtum 2Xlwdcmao LF5 } d -lx lwcic moso 371JV x if1 +67.0 -67MW a 7 gflotMaterioB a (wl hth'dm twmp thing k) —qFL-14991j " f t`tttt I �I `♦♦ ti` 41 EXTERIOR 4i M t = s S .ty.'. '-.jh.•.. 5`:. �t•.I.• .. '.i:w.�f�� : +I��"33�� ♦`` 11F--���� �� 43 , f� f zti4ry � •, ,-r �^ '•,���r�utn o♦.♦ % d • • • ;1..'..`�. +.•:i[,'� +�' jaV sr��� '�,S.Sc��.T.'..b��S' .1.� �h V O .4 :•• •• w ••• ` 44NMOR _ r ( Nd � • • • 36M WAY*a t x� ••• •• : ••• PtrgVh6r�1•• �` qIiOTVTAL CROSS SPC7TdN i•• •i Ott • y°!y� j I I I exx'y 0*0 s wq••• • T-- Off RIOR INTERIOR �J �I Lu >r.; 41 p '4 � •� I •.w�a��r f 4i e = 4 v F Smr. � N..TT.S. EFL JK JS •NOM DOOR WOODCOMPONENB;FMISG>=Q421 4991.1c aF a O �•-�. ., 1 2 E 'AM t 10 8 MTERIOR ® ® • •• h •••••• •�s •• • • i • i EXTERIOR • ' �} • 3 S 3a ••• •• • •• • • • 000000 8 ••• •• •• • •••• 17 S • • • ••�••• 24 C A ••• •• •• • •••••• • • • • t-its Mii. � • •• • •• DAM".) •0400 E • • • .� • • ••• 4 4 B S s�ror.„whx � y 6 a K a INTERIOR 9 10 K �• - � UJ1�tiOR 11 e � d A •• �l C `a °• ' DMIOR 7 EXIERWR •.a' . .•, B 40 ' •a . e a p I 0 cu (Lis,O1J ! s 0 }3 VJ �. }Z ' t-tl4°lu1IN (ted I-•{ C B N.T.S. $ owe A: A Fri g E ft us HOMMA!CROSS SEC1m r2-"\HOMWAL U=SECWN 1-1143 mx MOM"w-1 a WWO&O congaum on $ --Q Cor gmffon — DAIL M 7 FL--1499 7.1 �r�aZ a _ .`a```pt * i es E b P Pice •,.D _ C A C v 8 ---7' Rr1ERIOR EXT90OR 40 T T 40 14 • •• 14 a �. 8 T :00 •i 06" a• i 8 7 34 INTERIOR EXTBHOR 8 • . 4 SECMNMmimumF E 3 VERYWAL SECRON wnx subfta ••• .. . .. *00000 f 00 00 Gas 0 000000 • •• •• • •••• a ,, '. 'I IOR 8MMOR .. ' .. • • • • INTERIOR EXTERIOR •: •• •:••• T//•M : 32 1 L=1VinrN.�.�WJ • • 4 tavwartr 40 S 1Jemems ��•• gq T �u�t ::. . ::• �� F 0 •ae Q3 13 T2 5 • 1d.T.5. S1 VERTICAL CRASS SECTION Im JK t-4-*"\VWW CSS SECl/ON crit en LFS li ggeeWater �1 quEJunenls'N�ML' k�BiraRon FL-14891.1 n reJ�Aremet mm oF 7o 9% * �ir ,� d'_ �nrituttt o WO di tNASt]NRY MASONRY TYP.HEAD � a OPENING TYP,HEAD OPEMMG &JAAh85 3 JAMES � FRAME ••• •• • • • ^3p TO R • • • • • •• vel CI ••• •• • • 00 00 • F +`� • 000000• t • • •• ••'� 1, •••• `� • In • •a • •••••• ` •• • • • • • •• •• •••• • • Q CO G�40RNOlES AmAmcmg tO 11t MA1 I.Concrete anchork=ollora at the corners maybe 0dpafed to ma in Hae rrdrr MUSO*Y 2X buck cOnshuc90n edge dbtanea to mortar, , 2.Concrete onchorio uffom noted as WAX ON CBVIWnw0 be or&xW fo mairrlalrr the off.edge adstonoe a conc"to a n&m Zg $ maybe requkod to ensue the WAX.ON Cff4W ihwvW n are nat exceeded. 9 3.Concrete crtcharbWe., 10 03 13 12 • TAPCON° 1/4` 1-1/R 2° Smm N.T.S. W= T/C 1-1/1' 1` 4 2T W. X NA ULTtAC.ON cwc on LFS ; W(=SCREW UWALLAIM lJO= A F.Maintain a"**man 518°edge dstance,r end a&tance,tt 1"o c.spodrrg of IAMO CUM. um s mAWOLT�� 14991.1 ` moodscrem topeventthe spRftofwood. tr•tr-L or O 16 —dI gal OFE04G TYP.HEAD N &JAMBS FRAME 0 goes f. 0 be 0 0 0 IXSUCK 0:0� so 00 0 oo� 00 0*0 IAMOS 0 of :. .: . : 2 0 0 **food 0: �90 0 Poo FRAMEAMMOM 0 Ubuckcarfiftudion n9 P 1.Commobandnx m m at the comers may be adJWW to niadblah Me r� edaw diftymn to niartarjoinit I Corg7ele anchor bcofforks rioted as%W.04 WaWma be adAsted,to nx*fttn the mfn e0pe dwance to morkrJoba addWond cancreft cachari rray be requked to enwe the WAX 04 Cfffn9r dmermlon came not I Concrete cnchorfabW �Vwq"AW-01-0 < TAPCON I/C 141C r N.T.1 I TA N' mm on JK WOOD XREW WUAUABON 1.Mabfth a ff**Mfn SAr mVe dirtance,I'and dWorice. 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WOOD •• • JAMBW-Am wow • • 21 0EAD8OLT-KWDI.SEtV;IGNATURESERIES STF3:l � � •• 27 LATCH •• STEEL BOLT ST • • • • S P FA E LOW PROF" ALWAL/WOOD • 33 OEmR e0 INC •i• •• 3!6 6LF ADJ ri THRESHOLD ALUM.COT+AP. o AM WATER LM TMMHOLD .�rmuuoR-bmowitrAmzLoEmSBEErFOlt DETAILS 41 DOOR SKIN:25GA.(.0111'MIN.Ty=27JW PSI MRV AF TOP RAIL 43 LATCH STILE WOOD 4 '�� F 44 I HWA STILE WOOD 23S =' • 45 46 POLYLM ,T. DeamFOAM n Due 03 13 12 ° L sate N.7.S. A m `1 1NRr�SFTOtb DK er< LPs 3 Doom ea: u FL-14997,7 c 7 w 7 1 p AL-F"AROOQ GORPORAT1Ot% CONSULTING ENGINEERS & PRODUCT DEVELOPMENT October 27,2015 Mr.Angelo Petreccia Eurotech Industries Inc. 4201 NE 12'Terrace Fort Lauderdale, FL 33334 Ref: Compliance with 2014 Florida Building Code Aluminum Outswing Entrance Door-LMI NOA# 14-0303.09 (Pending Approval# 15-15-0729.14 for 2014 FBC Update) Dear Mr.Petreccia, The enclosed sealed drawings are copies of drawings presently under submittal to comply with the Florida Building Code (FBC)Fifth Edition(2014) at Miami-Dade County. Miami-Dade has notified our office that: "Due to the high number of submittals received during the last few months, our turnaround times are now over 90 days and they probably will be that way for the next few months". We are submitting this letter and drawings to be used as the files are pending to be approved. Please note that this is subject to the approval of the Building Department of Jurisdiction. If you have any questions,please feel free to contact our office. Respectfully,i 11, Ali No 70592 J� ST * OF •wS o SIONAL���+'�,,seaed ore 1027115.. Ja�ad• iYhad,P.E. •• C$ f�llg�4��:.: . • . . . .. ... .. . . . .. . ••• . ••• ••• . Y:I My Documents2 jEurotechJ2014 W Compliance Letter Double Door-Reviei•n2.cbc • •• • • • • • • •• • • • • • • • 1235 SW 87th Avenue I Miami,FL 33174 I T:305.264.8100 I F:305.262.6978 www.afcene.com alfar000@afcene.com - miami-LJaae county rage 1 of 1 Miami-Dade County Building Product Information for N.O.A. 15-0729.14 NOA 15-0729.14 Superseded—By File Status File Assigned for Technical Review File Classification High velocity hurricane zone Category Doors Subcategory Unknown/Unselected Material Unknown/Unselected Applicant Eurotech Industries. Inc(Dc-result detail app.asp?app alias=9020491 Expiration—Date null Impact—Rate Unselected/Unknown Maximum_Design_Pressure_Positive 0 Maximum_Design_Pressure_Negative 0 Description Aluminum Outswing Entrance Door-LMI Green—Sustainable—Attributes NONE For a detailed description on the File Status,click the NOA File Status Key.f/buildinp/pc-result key app.asp 1 Page Last Edited:Wed Apr 22,2015 2:06:29 PM MIAM .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . •.• . 00: •.• . .. . . .. . . . . . 00 so: 066 000 69* ... . . . . ... . . . . . . . . . . . . .. .. . . . .. .. http://www.miamidade.gov/building/pc-result_app.asp?fldl4&A=15.-.07.2'9.12r- 15-072'912 i-Basic�earc... 10/28/2015 MIAM�'GADE MIA6-II-DADS COUNTY a _ - PRODUCT CONTROL SECTION 11805 SW 26 Street,}loom 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADNIINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w%vw,miamidade,Qov/economy Eurotech Industries,Inc. 4201 NE 12 Terrace Fort Lauderdale,FL 33334 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 RER-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. RER 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: Aluminum Outswing Entrance Door-LMI APPROVAL DOCUMENT: Drawing No.W04-01 Rev C,titled"Aluminum Outswing Entrance Door",sheets 1 through 5 of 5,dated 01/15/04 aid last revised on FEB 01,2012,prepared by AL-Farooq Corporation,signed and sealed by Javad Ahmad,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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure capacity Single doors VS glazing types and double doors Vs water ratings in sheet 2. 2. Single or double doors may be mulled with approved clipped mullion or sidelites or transom(under separate approvals),lorver design rating shall apply and such installation to be reviewed&approved by AHJ. 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 NOA shall be provided to thq psQr bythq mViuf,;cVrer;pr its distributors and shall b .tion at the job site at the request of the BidIdiial(Mill.: s NOA renews NOA#12-0208. consists of this page I a eiW��t e��a p� ®s � , ���ell as approval document men gone a ove. The submitted documentation was reviewed by Ishaq I. Chanda,P.E. . ••• . ••• ••• . OMM—:0— _ •• •N(1%Vo. 14-0303.09 r DADE COUNTY •• • • •• • • • 01, ..• ;• ..: E!►,lriratldRt,Dat%;*June 10,2019 Approval Date: May 15,2014 Pagel . . . . . . . • . . . .. .. . . . .. .. • Eurotech Industries,Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted under files#12-0208.03/#09-0310.05) 2. Drawing No.W04-01 Rev C,titled"Aluminum Outswing Entrance Door",sheets 1 through 5 of 5, dated 01/15/04 and last revised on FEB 01,2012,prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS(Submitted under files#12-0208.03/#09-0310.05) I. 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)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of aluminum outswing door,prepared by Hurricane Engineering Testing Inc.,Test Report No(s).HETI-08-2021,08-2022,08-2023 and 08-2024,all dated 03/15/08,signed and sealed by Candida Font, P.E. 2. 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)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of aluminum outswing door,prepared by Hurricane Engineering Testing Inc.,Test Report No(s).HETI-03-1882,08-1889,08-18890 and 08-2024,dated 01/15/04 thru 02/09/2004, all signed and sealed by Rafael E.Droz-Seda,P.E.(transferred from file#08-0507.10) 3. Tensile Test prepared by Hurricane Engineering&Testing,Test No.HETI-04-T100,dtd 01/29/04, tested per ASTM E8-01,signed&sealed by Rafael E.Droz-Seda,P.E. C. CALCULATIONS(Submitted tinder file#12-0208.03) 1. Anchor Calculations and structural analysis,dated 02/01/2012,prepared by Al-Farooq Corp., signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTMS-1300-02&-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours&Co.,.Inc. for their"DuPont Seutu Glass®Plus",expiring on 11/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont De.Nemours&Co.,hic.for their"DuPont Butacite PVB Interlayer",expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2010,prepared by Al Farooq Corporation,dated 02/14/2014, signed and sealed by Javad Ahmad,P.E. 2. Statement letter of conforinance to FBC 2010&no financial interest,prepared by Al Farooq Corporation,dated 01/25/12, signed and sealed by Javad Ahmad,P.E.(Submitted under file#12- 0208.03). 3. Statement letter dated o2/14/14, issued by EuroTech forrepe w l Nvith.`No CpanW. 4. Lab compliance as part of the above referenced test rfport. ••; ; G. OTHER •• ••• • 1. Tluis NOA renews NOA# 12-0208.03,expiring on Jirne lE},2011 •• 2. Test proposal#07-3527 approved by BCCO. •• •• liq 1.Chanda,P.E. •• ••• roduet Control Examiner NOA No. 14-0303.09 ••• .;xpiratlou.Date: June 10,2019 • *1p4,,a3 Date: May 1S,2014 . .. .. . . . .. .. ... . . . ... . . (2)ADOL.ANCHORSC. AT 3'O. AT MTG.STILE ENOS75 3/4" o SEE SEPARATE NOA,I� i FRAME2 07DTII WOOD SUCI(INSTALLATIONS FRAME WIDTHFFOR ONLY .� f '' RATINMR GDETAILS I1 ! HEAD/SILL DOOR HINGES 13"MAX. 5"MAX. A III 5"t>♦AX. SURFACE APPLIED SEE SHEET 2 HEAD/Stl.L HEAD/SILL F FALSE MUNTINS FOR QUANTITIES CORNERS �QQ7 ay COORRNERSS SILLA MAY BE USED --&CAPACITY Gt�- ii II SEE SEPARATE NOA d I 11 II 1I FOR SIDEUTE 11 ALCIIVE RATING AND DETAILS I // ACL�IIF/E {I{ IN- 4NE \\ p g H II EAFI LEW TO x \� h ==__qC-_-- li I __=❑YC==== { __==3Cocc= n� \6 x m W M , /�+T 1C=�J{J===-_ , �i i a\_�_____ ___ +__tel � o Z_ _♦ 11 1 I I I 11 O M ci 1 ii \ / ii Y \ ------ \\ // II W z 5 I Z N p l __ _I A U W 0 O C m HI IDES � z x • •••• FOROR QUANTITIES m MIAMI-DADE COUNTY mI,y O a • • •••• • •• &CAPACITY 31 3/4" ('+ APPROVED MULLION r W V •••• • • • • SEE SEPARATE NOA 9" 29" \ • • • • • D.L.OPG. LD.1;aPG. D.L OPG. •••••• 391/8" 3838 383 • ALUMINUM•OUTSWING:M4*E DOOR LEAFWIDTH LEAF Wwrr( LEAF VADTH • TYPICAL ,ELEVATIONS � • APPROVAL APPI.E� TO SINGLE 0 DOUBLE (XX) LEAF DOORS. o •••• LSO SIN�LE Fr f30USLE DQ 0(COMBINATION WITH SIDELRES F ��OVA= 0 O1 Q ••• jISING MI AN COUNTY AVDP�EP IIULUONS IN BETWEEN, rye �w1i61lePbllle ° • • ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELITES IN 9 ••••COMBINATIOR WITH SOMS."O 41OMI-DARE COUNTY APPROVED �uPM+a -a3c3•c r ? �i §$ • ULLION �1 •••• 'u r. !t ••••• OWER DESI�N PETE ORES FROM DDOR, SIDELITE OR MULLION r i • i1PPROVAL WII•-APPLY TO ENIN"SaffM. ,I-•- `_r�" • 0• • THIS PR0ppyCT F0 SEEN DESIGNED AND TESTED TO COMPLY WITH THE • REQUIREMENTS OF"FLORIDA•BUILOM CODE INCLUDING HIGH VELOCITY <m o • HURRICANE ZONE(HVHZ). • • • Ll LL ••• •EIUOD B &W-RS, MUST BE ANCHORED PROPERLY TO TRANSFER O LOADS�&9"CTURE. F:rtgr.JAW AHMAD i o THESE DOORS ARE R & ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS SHUTTERS ARE NOT ATED FOR LARGE SMALL MISSILE IMPACT.REQUIRED. FlCMDL70592 I 3 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FLA.PE CAN,t o i ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE $ � � 5 NOT PART OF THIS APPROVAL. �01 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.THAT COMTEINNTOINCLUDING BUT CONTACT WITH OTHTER DISSIMILAR MATLIMITED TO TEERIALS SHALMETAL LI MEET THE W04-01 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. sheat 1 of 5 D ITEM/ PART/ RSQD. DE=IFTION MATERIAL MANP./SUPPIA[WNMARKS 1 £RGOS AS READ. DOOR FRAME 8063-T8 - 2 £RO12 AS READ. DDDR IFAF 8663-T8 - 3 VZ1565 1/LEAF DOOR BASE BOARD 6063-T6 - z 4 VZ-1483 I/DOOR FRAME SILL 6063-TB - 0 5 - 1/DOOR SILL BASE 6083-76 - ._. 8 YZ-1481 AS REOD. ASTRAGAL STILE 8083-78 7V2-iS3S 4/LEAF GLAZING BEAD 8083-16 2801 AS REOD. GLAZING 06KET sm OUROMETER 75*5 SHORE A 101001/50 1/CORNER CORNER KEY ALUMINUM MONTICELLO a h 11 COBOOX 4/LEAF HINGES ALUMINUM G93M o 12 010 X 3/8' 4/HINGE HINGE INSTALLATION SCREWS - PH MACHINE SCREWS Q \ \ \ / 13 - AS REOD. BULB W%IRIPPINO - - - SM n O \ \ \ / 14 010■2' AS flEQO. ASSEMBLY SCREWS - _HH SELF ORILLNO aa t0 \ \\ \ / is H2 x I-1/4 - FRAME assneBLr stslEWs - SMS LL j (311 DESIGN LOAD CAPACITY - PSR DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY -PSF 3/18"HEAT STREWO GLASS 3/18"HEAT STREN'D GLASS n SINGLE (X) DOORS SINGLE(X) DOORS DOUBLE (XX)DOORS s DOOR SIZE GLASS TYPE'A' DOOR SIZE GLASS TYPE'B' DOOR SIZE GLASS TYPE'A'OR'8' 090'tNTERLAYER .100'INTERLAYER v WIDTH HEIGHT EXT.(+) INT. (-) WIDTH HEIGHT EXT. (+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) BUTACITE PV8 BY'DUPONT' SENTRYGLAS BY'DUPONT' Z 2 8 2/6 100.0 140.0 5/0 8/8 75.0 75.0 3/16"HEAT S7REN1'D GLASS 3/18`HEAT STREN'D GLASS 9 - M 5 3/0 6/8 75.0 85.0 3/0 6/8 100.0 140.0 6/4 75.0 75.0 w _w M 3/6 3/3 100.0 140.0 5/0 75.0 75.0 2/6 75.0 85.0 2/6 100.0 140.0 8/4 7/0 75.0 75.0 Q 3/0 7/0 75.0 .0 3/0 7/0 100.0 140.0 5/0 8/1 75.0 75.0 SILICONE CS 2800. ' GSE 2800 3/8 75.0 85.0 3/3 100.0 140.0 6/4 78.0 75,0 3 SILGLAZE 0 9l.GLAZE II Z ? w 2/6 7. 2/6 100.0 140.0 LOADS SHOWN ABOVE ARE FOR 3/0 8/0 75.0 85.0 3/0 8/0 100.0 140.0 INSTALLATIONS WHERE WATER INFILTRATION 'LS e e U w w RESISTANCE IS NOT REQUIRED. n N {� 0 3/6 75.0 85.0 3/3 100.0 140.0 I F z '• TWIT EXTERIDR(+)LOADS TO 48 PSF {. ^g DOORS INSTAUATIONS DOORS APPROVED FOR INSTALLATIONS FOR INSTALLATIONS WHERE WATER WHERE WA Q RESIS�NCE • WHERE WATER INFILTRATION RESISTA14CE INFILTRATION RESISTANCE IS REQUIRED. N ••• • S REON�D' • • IS REQUIRED. •••••L•OCKS SPNRs S110RS• • • LOCKS SINGLE DOORS: LOCKS DOUBLE DOORS: • 3 POINT LOCK SYSTEM AT ACTIVE♦MPSTRE• MANUALLY OPERATED CONCEALED FLUSH BOLTS AT ACTNE NEAF: GLASS TYPE 'A' GLASS TYPE • 36"FROM SOTT(%,KEY CPERA7ED•(%*••• TOP AND BOTTOM OF ACTIVE LEAF PART 002181 MANUALLY OPERATED CONCEALED FLUSH BOLTS AT PaODUCt x9vam •:• •VTERIOR AV THUWJ TURN ON INTE84R- •• ATTACHED WITH(a)01D X 1-1/2•SMS. TOP AND BOTTOM OF ACTIVE LEAF PART 002181 PRODUCT Au s4Yco LAZING OPTIONS .,4"04ul we 1e.rlerYM. STRIKE PLAT[ • • • 03 POINT LOCK SYSTEM AT ACTIVE LOCK STILE ATTACHED VAN(4)08 X 1-1/2'SMS. u9on0l)Iut vette eel FMeii� Z? •• •f-1 f4'X le/I.1( is-1/4'LONG•••••• 36"FRDM BOROM.KLY OPERATED ON EXTEPo�t �IWsY code Aoglp/Rsat IN 2"L'k4'�3 O • ATTACHED r')06 3/4"SMS AND THUMB TURN ON INTERIOR 3 POINT LOCK SYSTEM A7 TRATE LOCK STILE AagRODb N•/ -n�c.3,:moo iyhANw•MF D •• •• •i f •••• 36'FROM BOTTOM,KEY OPERATED ON EXTERIOR $A�TgI p� ' � • • • • STRIKE PLATE AND THUMB TURN ON INTERIOR. • M GES SIIRGLE40RS: 00000 I-1/4'X t/4'X 16-1/a'LONG ✓!j Sl .. (`:... ,-{,� •••4•7E1/•0-HANDED COMB mm •••••• ATTACHED WL1H(2)06 X 3f4"SMS • NACINE LEAF EXTRUDED ALUMINUM BRIDGE 2 • GLASS CAPACITIES ON THIS SHEET ARE G ••• •9Y'GIESSE' •• • •••••• RANGES SINGLE DOORS• MMUALY OPERATED CONCEALED FLUSH BOLTS AT c m BASED ON ASTM E1300-04 3 SEC. GUSTS • • • TOP AND BOTTOM OF INACTIVE LEAF PART 002188 � ) m • AT W.R12 JP,63A?2-AND • •• TWO-HANDED COMB NING ATTACHED WITH(4) #8 x 1-1/2'sMs. AND FLORIDA BUILDING COMMISSION o m • No i• •9.2-1/2"FRO%=o:�F COOR ••• Bpi'EXTRUDED ALUMINUM BRIDGE 2 )IINGffi DOUBLE DOORS DECLARATORY STATEMENT DCA05-DEC-219 c� • • (7) PER LEAF AT 7/0 AND 8/0 DOORS 1 •••• A7 3'.9"AND 26-3/8'FROM TWO-HANDED COMB HING EW.JAM gFllAfO ,� o TOP AND BOTTOM,ONE AT MIDSPAN EXTRUDED ALUMINUM BRIDGE 2 (6)PER LEAF AT 6/8 DOORS BY'GiESSE! FIA 1>E� 92 It AT 3',9'AND 26-3/8'FROM (5)PER LFIF CAN.3`nTOP AND BOTTOM AT 8', 12'.35".63-1/2"AND 92-1/2"FROM TOP OF DOOR j Browing no. NOTE:TOP AND BOTTOM FLUSH BOLTS MUST BEZb�2 WD4-01 ENGAGED DURING PERIODS OF HURRICANE WARNING. FEB CCC/ (sheet 2 of 5) tgY TYPICAL ANCHORS �� O TYPICAL ANCHORS =0 BUCK SEE ELEVATIONS TYPICAL ANCHORS I SEE ELEVATIONS FOR SPACING LFOR TIONS- FON SPACING Ti CINGCTURE Zit F • EDGE DI al EDGE 0I';T. .N , _ I (GGGjjjj 13 TYP Cao M 13 ACCESS HOLES SEES ELEVATIONS LL U�gggsg WITH PLUGS FOR SPACING 7 SEE SEPARATE NOA WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH o 2 I FOso R RATING AND TRaNDO�OETAIIS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND I TRANSFER THEM TO THE BUILDING STRUCTURE. s 11 o: Z ' SEE ELEV.FOR SPACING O — ^ 1� tl IL--"--� -----'�----+ .. DA . . u-177 KSI.Fy-155 KSI) W W M -------- li INTO OR WOOD STRUCTURES 3 M {>? O I I i 1-3/8" MIN. P IOOD I I rz s W HRU 1BY BUCKS INTO CONIC. OR MASONRY W a~ I�------ ----^----- I Z S (:? 1-1/4" MIN. EMBED INTO CONC. OR MASONRY z T.IA MWMI-DADS countt DIREC W APPROVED MULLION f-RQv 91'ABh 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 5 l-W o.. _ o z� : •••. I TYPICAL ANCHORS B�!W%xr 14�/s 014 SMS OR SELF DRILLING SCREws (GRADE 2 CRS) j N g • n •••• •. SEE ELEV.FOR SPACING INTO MIAMI-OADE COUNTY APPROVED MULLIONS a E 0 ••• •• • ° `moo INTO METAL STRUCTURES •••••• „ Mi �!� STEEL : 1/8' THK. MIN. (Fy 36 KSI MIN.) ••• •• • • • '^. ' ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.) • (STEEL 1N CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE cN INTO CONCRETE ANO MASONRY = 2--1/2" MIN. g 8 P610DUCTtm9vrAY INTO WOOD STRUCTURE - 1" MIN.•• •• •• • •• B8 x 1/2'S �Wm ile keM • • • • • 3"FROM ENDS p� INTO METAL STRUCTURE = 3/4" MIN. :904 . • .. •• Arra 10"G.C.MAX. �+�w�.eNo -4, •cj •• •: •3 • ••• oft CONCRETE AT HEAD,SILL OR JAMBS Pe - 3000 PSI MIN. (4)#12 X t'SMS 5L_ ,, C-90 HOLLOW/flLLED BLOCK AT JAMBS fm 2000 PSI MN. :004•• •• • • AT 2'O.C.MAX. ���A^^ '°o:; h • •�• • AT CENTER OF Sill SEALANTS: 0 m •• •• • ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH o ••• •• •••• • t3 REGO.AT ADSEL OR TEKNA 50729 SEAIAN(S. • • 5 DOUBLE(XX)DOORS ••• ONLY Engr.JA AHMAD --- - CmL� s a 3330112 , >� � . ".._ EOGI 9159'. .4 >-° • drawing no. TYPICAL ANCHORS �^ �,� /�q W04-01 SEE ELEV.FOR SPACING \ �r� 1�d12 [sheet 3 of 5) r�g1 1/4"MAX. O j SHIM SPACE 1/4"MAX. r J 1/4"MAX. SHIM £ p4 SHIM © O METAL RUUCTURE O 8 1 (2)IS X 315 Q SM TYPICAL ANCHORS OR WOOD BU 19SEE ELEV. m ACTIVE LEAF FOR SPACING "00D Sm V hh + 13 13i� 8,�f TYPICAL CHSEE EI�EV. FOR SPACING e • 12 EXTERIOR 13 TYPICAL ANCHORS 1a o 11 2 7 D.L.OPG. SEE ELEV. S FOR SPACING PR6bU�(3tntiYBTD � V LEAF WIDTH u1�6�,�—e�+�^�,r,� III With lM PAft (Z� FRAME WIDTH �eapuHE11V• -.ZF r��. t jy W M SINGLE DOOR f w MIAMI-DARE COUNTY Q~ APPROVED MULLION O �, Z N SEE SEPARATE NDA O1/4"MAX SHIMlay wU vi w 11 11 WOOD DUCK O -•-- ••------Tr.---- I04 e • SEE.0;f TE NOA uI•� • I ACTIVE LEAF IN-ACTIVE LEAF s•• •• FOR SIDEUTE tF' • �• 9 • • RATING AND DETAILS p • I o i 13 18 000004, ttt1�l _ " yy • I ap01iIj•••e Ir i � - g ••• s• •• A ••••I'• 00: A.12 -- = `d -si :: TYPICALANCHaRs • •• •• •• • e 0•• 12 O "• SEE SPAC •� n� FOR SPACING • • • •• ••e•aa 13 ..LO. ••• •• 11 2 EXTERIOR • • • ••e••• (2)aD x 3/4" • D.L.OPG. EMS m ••• .• •e • 0000•• LEAF WIDTH ° g • • • • LEAF VADTH • • • • ••• •• "So* • • FRAME VADTH t • **so• DOUBLE DOOR Ew.,uvm A saAD , PRODUCT REVIAPA FLA PE�9 70692 o n wM! PIeA14 C.A.N:3539 �. cr "wf7/_6�'�`�c��C�' C�cY . I,q � 1 •a � qac �, r .! � / CC�•�F�SZ' dt'awi W04-01 �I sheet 4ef 5� 3.937 to .070— �� o �p 10 Z � 1.815 1.634 ❑� 2.658 !1 a O DOOR FRAME I 2.630 3.673 070 2.819 � o n 1.a2a v tJ 2.047. FRAME TOP CORNER qzy 0 DOOR LEAF w W w F 14 U �M 1.772-q I n ZN�� 3.937 MMUCTAtBhaw" .067 3.177 µ I tw9A¢l rbrift O Z • •• 2.921 tCode No/41 r t r >1�11•r ••• •• • t,6Jg • • •• O DOER BASE BOARD•••• ••• o • I I •• •• ••• • •••••• �^ TS ►7t4AUt9'NM6m1 �4 • • • • • IT • • • •0os9 •• • 1,764 As�ipraaae tN a-G ZC,.c oe 006 00 0 $ ••• is• 1.417 .063 1.906 •�N vaE>z,/4L • • .571 • ••• •• I t/ { q 7 FRAME BOTTOM CORNER tSUn ,.\in4�1�� c m a •• •• •�72 • •• .744 391 LEAF CORNERS a m v • • • • 000 ••ef"w SILL • • O ASTRAGAL STILE Y( Soo* �9r JAVAD a+ •� CML m �2.000-11.000 FLA PE!70392 o n CAN.3638 1.00 II .094 .aa� —�018 u I Ao�O 1. -M 1.201 1 W04-01 O SILL BASE O GIA71NG BEAD (sheet Sof 5