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WS-13-2421 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-203486 Permit Number: WS-10-13-2421 Scheduled Inspection Date: November 26, 2013 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: LUC, MARCELLE Work Classification: Window/Door Replacement Job Address:141 NW 100 Street Miami Shores, FL Phone Number Parcel Number 1131010220330 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792-4415 Building Department Comments REPLACEMENT OF 2 IMPACT DOORS Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-201933. NOT READY Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. November 25,2013 For Inspections please call: (305)762-4949 Page 23 of 32 Miami Shores Village p n Building Department OCT I� g De p ((\� 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 VA Tel:(305)795.2204 Fax:(305)756.8972 BY. INSPECTION'S PHONE NUMBER:(305)762.4949 V• FBC 20 BUILDING Permit No. PERMIT APPLICATION Master Permit No.� Permit Type: BUILDING ROOFING JOB ADDRESS: H 9 "LA-a 100 S City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: I(,3 10 1- Q 2, • ®5�� Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder):a r c f-sI Phone#:305 •—)Yo°6'9 Address: !� Q DD 10& I e City:Q A State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name. FL. HOME IMPROVEMENT ASSOC. Phone#: 954-792-4415 Address: 4070 SW 30 AVE City: HOLLYWOOD State: FL Zip: 33312 Qualifier Name: WAYNE THOMAS BURNETT Phone#: 954-792-4415 State Certification or Registration#: CGC061890 Certificate of Competency#: Contact Phone#: 954-792-4415 ext 243 Email Address: PERMITS @FHAPRODUCTS.COM DESIGNER:Architect/Engineer.- GARY McDOUGLE Phone#: 561-752-5440 Value of Work for this Permit:$ 92-00 Square/Linear Footage of Work: Type of Work: DAddition DAlteration I]New 1�Repair/Replace ODemolition Description of Work: L nA- Color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ �r Bonding Company's Name(if applicable) N/A _e Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) N/A 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ku a* t 9 Z19 I L Signatur Owner or Agent Contractor The foregoing instrument was ackn wledged before me this The foregoing instrument was acknowledged before me this�� day of 00[ ,20 ?,by C-T cet �0 C, day of Q C T—,20 0,by WAYNE T. BURNETT who is personally known to me or who has produced who is personally known to me or who has produced As i ntification and who did take an oath. as identificatio d who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: CAROLI M RTINEZ t Print: CAROLINA ARTIN .4 a 6 My Commission Expire GD C���a� My Commission Ex p + F P 5•a K0, U 'P�R gyp` Npub _= ;E' ANN ksk�skak�k�kkkIekkkik�kkkkkik � skkkk�k=kk k%kkHakkkkkkkkkkkkkkkkkkk��xekIakmskkkkkl:�k :kI:k�k�kkk�k$kkkk:xkHkkkk APPROVED BY (S Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Miami-Dade My Home Page 1 of 2 , F � My Home MIAMI•D}itC►E . . Show Me: Property Information Legend Search By Property'OOV Select Item ," Boundary Selected Property Text only Report Homestead Fraud Street Property Appraiser Tax Estimator 19 Property Appraiser Tax 40V Highway Comparison Miami-Dade Portability S.O.H.Calculator County Water Summary Details: s Folio No.: 11-3101-022-0330 Pro ert : 141 NW 100 ST W � Mailing MARCEL LUC&W ddress: MARCELLE 141 NW 100 ST MIAMI SHORES FL 3150-1205 Property Information: Primary Zone: 800 SGL FAMILY- 1701-1900 SQ CLUC: 0001 RESIDENTIAL- SINGLE FAMILY Beds/Baths: /1 Floors: 1 Living Units: 11 Aerial Photography-2012 0 111 ft dj Sq Footage:11,302 Lot Size: 8,100 SO FT ear Built: 1939 GOLD CREST PB 21-56 My Home I Property Information I Property Taxes LOT 12 W1/2 OF LOT 11 1 My Neighborhood I Property Appraiser Legal BLK 4 LOT SIZE 75.000 Description: X 108 OR 16362-3644 Home I Using Our Site I Phone Directory I Privacy I Disclaimer 893 4 OR 16362-3644 1089301 Assessment Information: ear: 2013 2012 If you experience technical difficulties with the Property Information application, Land Value: $72,981 $58,385 or wish to send us your comments,questions or suggestions Buildin Value: $88,276 $98,399 please email us at gis0-miamidade.gov. Market Value: $161,257 156,784 ssessed Value: 1 $84,546 1$83,133 Exemption Information: Web Site ear: 1 2013 2012 ©2002 Miami-Dade County. Homestead: 1 $25,000 $25,000 All rights reserved. 2nd Homestead: I YES YES Taxable Value Information: Year: 2013 2012 Applied Applied Taxing Authority: Exemption/ Exemption/ Taxable Taxable Value: Value: Regional: $50,000/ $50,000/ $34,546 $33,133 County: $50,000/ $50,0001 $34,546 $33,133 City: $50,0001 $50,000/ $34,546 $33,133 School Board: $25,000/ $25,000/ $59,546 $58,133 Sale Information: Sale Date: /1993 http://gisims2.miamidade.gov/myhome/propmap.asp 10/14/2013 Florida Home Improvement Associates l Florida aroward Tel:854-792-4415 Ucense No.COC 0611M 10844818 Home4mprovenumd Miami Dade Tel:305-5454469 4070 SW 30s'Ave.,Hollywood,FL 33312 /<SSOCl1dteli Fax:954792-2170 ru Web:FHAPRODUCTS.COM Job# Replacement Windows Contract Email:INFO@FHAPRODUCTS.COM Name: Home Phone. `/ r° -off us.Phone:,Ju S S3 I� Address' ncity State Zip This Contract Is made and entered into this day of t2 G ! 20'-0 by and between Florida Home-improvement Associates,Inc, a Florida corporation("Contractor"or'FHA"),and owners)named above of the residence located at the address listed above(°Owner"). The Work•Contractor agrees to perform the work described below: plrecdons we visored from the Inside. 1) Remove existing units to be replaced.(NOTE:Removed items are likely to be damaged.) i Rn aiming B doors Active and Fixed 2) Prepare openings as necessary to receive replacement units. are idantitiad j 3) WINDOWS;_FHA Energy Storm Saver_Simonton Vinyl Insulated ,� ,J ingle French doors the hinge is . .'I / , ttY1 identified Right Hinge and Len Hinge. Install_Aluminum Insulated,_Aluminum Non-Insulated i �v U On poubie-Franch Doors the more 4� Doors—F ,Energy Storm Saver_Aluminum insulated, Aluminum Non-Insulated door Is identified Impact:( Non-Impact:( ) Color.Ullhite: Tvn. Bronzq: Grey*. Mill Finish ^ J Double Nuna single Huna 2 DOW= Picture Wlndoui Oahe Yes( )NO( j Standard_ City_ Qty_ Qty Qty—. Qty Qty_custom El ACTIVE FIXED FA. Lt1 RH ACmsi ACTNE ' �� ❑ sikJJrea lass Door Siaole french Doors double French Doors GeomeMc l AA AF FA FAAF AAF FAA RH(() LH(t) ' RA( i ILA( ) G City_ Qty Qty City Qty nn!_ atv Qty_ Qty l Gass: A /] INITIAL HERE C! Y t, r r� Warranty. Manufacturer's Warranty t upon co petit�soAJ. 5) Work NOT to be replaced: ��✓ �'�/.®��J ' INMALHERE-+ 6) If applicable,remoOng_shuner•panet and/or security bars. t '/fps LY INiT1ALWERE3L'�� 7) Special Instructions: 8) Cleanup job debris and provide necessary permits and 9) if applicable,in the event that Contractor It unable for whatever reason to obtain proper peimlts prior to commencement of any work, Contractor shall refund any previous payment and this Transaction shall beautomatice.Hy cancelled. Additional Wish work other than normal installation is to be do a unless noted below` Schedule:Contractor shall commence the work within days after execution of the Contract(the"Commencement date*)and shalt endeavor to complete all Work hereunder within days after the Commencement Date, C J� Contract Price $ The TOTAL PRICE for all Labor and Mater is nciuding any applicable discount)is $ + 00 0 Sales Tax{ —„® Down Payment $' (if applicable) Balance Payable $ Jq Total Contract Price $ 19 Contractor will provide to owner a Final Waiver and Release of Lien and Contractor's Finul Affidavit to owner,substantially similar to the forms included to chanter 713,Flo atues 120051. Circle an.ly NO]O ner elects to apply for flnancing of the above-statue lump sum air cunt.if yes Is circled,see f handag agreement and related dccu Notice to time owner,N financing Is being obtained by ownen a).Do notsign alb home Imlrco+rematn GD M-M(Mcludbw financing damnents)in blank. b).You are entitled to a copy of the contract at the time you sign.Keep it to protect your legal rights. c).The financial doa me m attached to thb home improvamant contract may contain a mortgage or otherwise create a Den an your property that could be foreclosed on if you do not pay,Be sure you understand all provisions of the contract and financial documents before you sign. Miscellaneous:This contract contains the entire contract of the parties.It may not be changed orally but only by a signed change order or other written amendment.The waiver by any party of a breach of any provision of this :ontr:,ct shall Pet operate or be construed as a waiver of any subsequent breach by any party. IN WITNESS WHEREOF,the Parties hereto have executed this contract,under seal,as of the day and year first above written. You the Buyer may cancel this transaction at any time prior to midnight on the third business day after the date of this transaction. See the Chad notice of canceliatl form for an explanation of this right. ner. Contractor.FHA gnat a of Owner) By. 4— -e (Name&76-(Signature of Owner) � Date Home Owners Association Name: Phone#. YES ( ) NO ( Bu!Ling Nome: sa ' a Bpectaity E�brearin¢corrmimnte,lto. OCT 6 a 5 1899 8W 30 Avemra,BuBe 020 � f t Ve N South Florida C Boynton Beac%FL 334326 '� Dade Bmward Palm 1, a 1 a FL CA 0009217 9lskcati 166 166 I66 Law risk mhamaas s.s 5 'a, 2iakCat2 17$ 170 170 Biak Cat W 1 186 I 160 180 I BmmW are of U i 1 ChaftpmvWo promm based on uw mean roof h9fghL And sW not mceW W.T. 2 era for en enclosed roor ottrerim r�ietance n V(mph) l7S 1620 F8C for HVllZ.m Flg.26Sla 3 Userslm0determMe Ore meenmot td+Root peak Risk Categmy B Thole I.S-1.1 T 4 .Erd xorre tlietatme is the lessor of 10%of le Ot 10%of wk9h,m 4010 0}the mean root and tot lase Bon 3'-0° Hlq- C Sedk.26.7 6 860%ota rombina zone Oren tlmtaom is amokieredto be inz"vr8h d•no of Ore ama.9 then pkw In 5rre6 I(d 086 Table26L-L page290 8 willow door,mu0on hasatrio area.that is areata be u�d.Area of core rrerOa to ramdeddawn but aha0 not ba lase Omn 10 al. Kzl t Flgure26.&I,pnga2S2 7 For NOA that aIWml OOrenm Ore vahtae ll•edF n 1,18 Ccpi 0.18 •0.18 o.S3 8 Vdh1d are based on ASowable epees _ pitch of roof JVU 14.0 dagrem ;8 Ssled Oerein ere vend lot B and Card rmt expmn D. Ucem 14.0 dagmea :10 1 Charts aM vaWn DsWd herein are Mopotga,FE 068214 •• •• "11 W6d are oalcuiefetl b ABLE 7-10,MsVW 2 • • • 12 lNo mdubdon Is taken for 4opea IM Oten 10 dogreW �----� • • • R4) - f A-f Arm of 'Ama of Area of Amaf 75.Oaf 20.0 of 73A aF 30.Od 33Aof 40.0 sf 43AaF 30.0 aF SSA sf 60.0 aF Zorm 6 Zone 4 5 Zorm 4 Zorre 6 4 Zone 5 Zmre 4 rat B Zom 4 Zotte 5 Zone 4 8 Zone 4 Zm•6 Zone 4 ZOrre 8 Zone 4 Zom$ 8P 38.8 40.1 40.1 37.9 37.9 373 373 37.1 37.1 36.7 361 362 362 35.8 35.8 .35.4 35.4 35.0 35.0-�1.� -51.3 - -43A +53.6 -41A -49.8 -41.0 .49.0 -40.6 -48.3 -402 .473 -39.8 46.8 -39.4 -46,0 -39.0 -45.2 -38.6 -44.5 •••• 39.0 39.3 40.6 40.6 38A 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 34.9 33.9 35.4 35.4 • a:** •''74.0 -54 • -52.0 -44.0 -54.4 -42.0 -503 --41.6 149.7 .41.1 -48.9 .40.7 -482 -40.3 47A -39.9 -46.6 -393 .45.8 -39.1 .45.1 • 41.1 41.1 39.8 39.8 41.1 41.1 38.9 38.9 383 383 38.1 38.1 37.6 37.6 372 37.2 36.8 36.8 36.3 36.3 35.9 35.9 ••••• 1 • -55. • •t -52.7 -44.6 1 c55.1 I -423 -51.1 -42.1 -50.4 -41.7 49.6 1 -41.3 1 -48.8 .40.8 48.0 -40A -472 40.0 46.4 1 -39.6 -45.7 • • • 414 41.6• &Q.T 403 41.6 41.6 39.4 39.4 39.0 39.0 383 383 38.1 38.1 37.7 37.7 372 372 36.8 36.8 36.3 36.3 •••••• 18 - -45.1 -55.7 -43.9 -53.3 145.1 45.7 -43.0 -51.8 .42.6 -51.0 .422 -502 .41.8 -49.4 -41.3 48.6 409 -47.8 403 -47.0 .40.1 -45.2 • • 42.1 42. 40.8 42.1 421 39.9 39.9 39.4 39.4 39.0 39.0 38.5 383 38.1 - 38.1 37.6 37.6 37.2 372 36.7 .36.7 •••••• 19• •05.7 -560• "A -54.0 -45.7 .56'A -433 -52A 143.1 -313 -42.7 -50.7 -422 -49.9 -41.8 -49.1 -41.4 48.3 .41.0 473 -403 -46.7 •0 • •�Z.1 424 4 2 41.2 42.6 42.6 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 383 38.0 38.0 37.6 37.6 37.1. 37.1 • 20 -46.2 -37 -34.5 462 r57.0 -44.0 -52.9 -43.6 -52.1 -43.1 -51.3 -42.7 -503 -42.3 -49.7 -41.8 -48.9 -41,4 -48.1 -41.0 -47.2 •••••• 43.49 43.0• 41.5 41.6 43A 43.0 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 38.0 373 373 21• s -57.6 45.3 -55.1 46.6 57.6 -44.4 -53.5 -44.0 -52.6 -43.6 -51.8 -43.1 -51.0 -42.7 -302 -42.3 49A -418 48.5 -41.4 •47.7 43.4 43A 42.0 42.0 43.4 43A 41.1 41.1 40.7 40.7 402 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9 � 22 47.1 -58.1 -458 -55.6 -47.1 +58.1 -44.9 -54.0 -44.4 -532 -44.0 -52.3 -43.6 -513 -43.1 -501 -42.7 .49.9 -422 .49.0 -41.8 -48.2 . i 43.8 43.8 42A 42.4 43.8 43.8 413 41.3 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 381 38.3 35.3 23 147.5 -58.7 -462 -562 -473 .38.7 -453 -34.5 -44.9 -53.7 -44.4 -52.8 44.0 -52.0 -433 -51.2 -43.1 -30.3 -42.6 -49.4 42? 146.7 ` 442 442 42.8 42.8 442 443 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.3 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.8 24 -48.0 -39.2 46.6 -36.7 48.0 .592 145.7 -55.0 .-45.3 -54.1 -448 -53.3 -44.4 -523 -43.9 -51.6 .433 -50.8 -43.0 49.9 .42.6 .49.1 44,6 44.6 432 432 44.6 44.6 42.2 422 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. M 25 148.4 -59.7 47.0 -572 48.4 -59.7 .46.1 -533 -45.7 -54.6 1452 -53.8 -44.7 -52.9 -44.3 -52.1 -438 -512 -43.4 -50.4 -42.9 149.5 45,0 410 L4.3. 43.5 45.0 45.0 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 402- 402 39.7 39.7 39.3 39.3 26 -48.8 -602 -37.6 48.8 402 -463 -55.9 .46.0 -53.1 -45.6 -542 145.1 -33.4 -44.7 -523 -442 -51.6 -43.7 -50.8 43.3 --49.9 45.3 45.3 43.9 45.3 45.3 42.9 42.9 42.4 42.4 42.0 42.0 413 413 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 49.2 -60.7 -381 49.2 +60.7 -46.9 -56.4 -46A -553 45.9 -54.6 4" -53.8 45.0 -52.9 44.6 -32.0 44.1 -512 43.6 -50.3 43.7 45.7 442 45.7 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 40A 39.9 -39,9 28 49.5 -612 -583 493 +61.2 -472 -568 46.8 -55.9 -46,3 -55.1 45.8 -542 45.4 -53.3 44.9 -52.4 44.4 -51.6 44.0 -50.7 46:0 46.0 44.6 46.0 46.0 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 - 401 40.2 40.2 29 r -49.9 .,63 -72 47.1 -46.3 46.6 -55.5 462 -54.6 45.7 -53.7 432 -328 -44.8 -52.0 44.3 -51.1 -- - 46.3 463 "449 - 9T' l 40 '46.3 46.3 43.9 3.9 43.4 43A 42.9 42.9 42.4 42.4 .41.9 41.9 41.4 41.4 40.9 40.9 40.5 403 30 3 -62.- - 489 39.4 - 3-" 7.6 47.4 -56.8 47.0 -55.9 463 -55.0 46.0 -54.1 45.6 -532 45.1 -52.3 -44.6 -51.4 -i s , tl1tl 7j T-F ton 7 � r�.Ti ,�,I L FFf7i=R,�L � ; a �jt MIAMI SHORES BUILDING DEPARTMENT - PRODUCT APPROVAL SCHEDULE/COMPARISON CHART Address:141 NW 100 ST MIAMI SHORES FL 33150 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 12-0208.03 +75.0 -85.0 +40.1 -43.4 39 3/4 x 811/2 NO NO YES 2 351/8 x 811/8 3 4 5 6 .. • • 13 • 14 15 16 17 18 19 20 21 22 23 24 M®ODE MIAMI-DADE COUNTY ' PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 1 1805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/oern/ 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 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 bounty) reserve the right to hA.ve 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 reservds 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-LNII APPROVAL DOCUMENT:Drawing No.W04-01 Rev C,titled"Aluminum Outswing Entrance Door",sheets 11hrough 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.,bearing the Miami-Dade County Product Control Revision 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),lower 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•shalt be2)ipvjdgd to$hg user by the manufacturer or its distributors and shall be available for inspection at the Job sMat:it>*eft bf%Ue,Building Official. This NOA revises NOA#09-0310.05 and eansis;s of his•pai t wW evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed JW.Ishstq L Qnda,•P.g,.• • • . • • • • • • • . • • • • • •- • • • • • •• �� � "'' "�1 ••• Expiration E COUMY NOA No 12-0208.03 Date:June 10 2014 MIAM4I)AD ; Approval Date: May 03,2012 . • :0: . . . . Page 1 i Eurotech Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections.(transferred from file#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(transferred from file#09-0310,05) 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)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 Candido 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 24113.2.1 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-Sella,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,F.E. C. CALCULATIONS 1. Anchor verification calculations,complying with FBC 2010,prepared by Al Farooq Corporation,dated FEB 02,2012,signed and sealed by Javad Ahmad,P.E. 2. Anchor Calculations and structural analysis,prepared by Al-Farooq Corp.,dated 04/28/08 and last revised on 06-02-09,signed and sealed by Arshad Viqar,P.E. (transferred from file# 09-0310.05) 3. Glazing complies w/ASTME-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. 11-0624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Sentry Glass®Plus",expiring on 11/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours&Co., Inc. for their"DuPont Butacite PVB interlayer", expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2010&no financial interest, re ared b Al p p Y Farooq Corporation, dated 01/25/12, signed and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of ft abpve rgfergnped test report. G. OTHER 0 • •0 0 0 0 •00 1. This NOA revises N0A•#V1-41%#5;e1pWhg on June 10,2014. 2. Test proposal#07-3527 approved by BCCO. �Skl!) \ ••• •:• 0 0 .0. 0:0 Ishaq I.Chanda,P.E. • • • 0 Product Control Examiner • •• • • •• NOA No 12-0208.03 Expiration Date:June 10,2014 •.. .•• Approval Date: May 03,2012 . V: _ _ �( (2)ADDL ANCHORS Ij AT MID. STILE°ENDS 'I SEE SEf���AATE NOA 11 t I i 42° REQ.FOR WOOD OR 78 3/4" I I II FORT, II I i FRAME WIDTH WOOD BUCK INSTALLATIONS FRAME WIDTH RATING' 0 DETAILS 1+ j I 13"MAX. ONLY 11 i1 I i HEAD/SILL DOOR HINGES 13°MAX. 9°MAIL 0 9°MAX. E RINSED FOR QUAN'fiT1ES HEAD SILL HEAD/SILL I-_ ___--___- 'I CORNERS '4 MAY BE USED &CAPACITY A - CORNERS _ o ----------------- a - it/ -G I I n i1 0 'ev II/ E / it F ' \ a If SEE SEPARATE NOA tl FOR SIDELTTE I AC F RATING AND DETAILS 1j i // ALB4F IN-DIVE \\ s W J �•••i• `� ° \ All •••• • • • • • II I �, w M J/ •• • i•i••i ===err = li ___� �_ - + •••••• •••• •• •• g " \\ i i B Q � ••••• •••• •••••• \ --III • • - -- I ^� ••• • •• • •••• wo . • • • •• •••• DOOR HINGES o Z •••• i SEE SHEET 2 fig{ y� • • • •••••• m C1 MIAMI-DADS COUNTY m 0 v FOR OUAP CAPACITY Itl &CAPACITY 31 3/4° '"I SEE SEPARATE MULLION •••• • •••• go:••• SET:SEPARATE NOA .-O 2B" •• •••••• • D.L.OPG. D.L PG. D.L OPG. ro H O • • •••• 39 1/8° M 38 3/8° 38 3/8° •••• •ALUMI UM-0-M TNG 1�NTRANCE DOOR LEAF WIDTH LEAF WIDTH LEAF WIDTH jYPICAL ELEVATIONS APPROVAL 1RPPLIES•TO SINGLE (X)AND DOUBLE(XX) LEAF DOORS. c ALSO SINGLE AND DOUBLE DOORS COMBINATION WITH SIDELIIES O USING MIAMI-QADE COUNTY APPROVED MULLIONS IN BETWEEN. ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELITES IN �� G COMBINATION WITH TRANSOMS USING MIAMI-DARE COUNTY APPROVED MULLION IN BETWEEN. LOWER DESIGN PRESSURES FROM DOOR, SIDELITE OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 1.1'4/ 4 c THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE S S o REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER S LOADS TO THE STRUCTURE. E gr..J.... At.. THESE DOORS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS ONO. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS AIDE NOT REQUIRED. -FLA,PE g 70982 c ANCHORING LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE CAN:AW 3j NOT PART OF F THIS APPROVAL (( A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 4z drawing no. MATERIALS INCLUDING 13UT NOT LIMITED TO STEEL/METAL SCREWS,THAT W04_�1 COME INTO CONTACT WITH OTHER.DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG.CODE SECTION 2003.8.4. , sheet 1 of 5 e t mm g PART READ. DESCRIPTION MATERIAL MANY.18UPPLIER/REWMIS v 1 VMS AS READ. DOOR FRAME 6083-T6 �� O 2 ERG12 AS READ. DOOR LEAF 6083-TB 3 VZIMS 1/LEAF DOOR BASE BOARD 8063-To - - "d 4 VZ-1483 1/DOOR FRAME SILL 6063-T6 5 - 1/DOOR SILL BASE 8063-T8 - / 0 VZ-1481 AS REQD. ASTMGAL STILE 6063-T8 - / 7 VZ-1835 4/LEAF GLA2Wa BEAD 6063-76 - / 8 2801 AS READ. GLAZWO QASKET EPDM DUROMETER 7575 SHORE A 10 1001/50 1/CORNER CORNER KEY ALUMINUM MOHOICEUA 7I r 11 Goa= 4/LEAF HINGES ALUMINUM GIESSE S7 rS4I 12 010 X 3/8" 4/HINGE HN40E WSTALLATION SCREWS. - PH MACHINE SCREWS \ \ / 13 - AS REGO. BULD W'S'TRPPINO 14 #10 K 2° AS READ. ASSEMBLY SCREWS - HH SELF DRWI40 �. W \ \ 18 12X1-i4 \ / - FRAMe - fs! \ / / AssEMeLr sGREws sMS :1 F7 .41110 DESIGN LOAD CAPACITY _ PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF 43�° 'D GLASS 3/18°HEAT STREN'0 GLASS O ) DOORS SINGLE(X) DOORS DOUBLE (XX) DOORS DOOR KZI* 61IABS TYPE 'A' DOOR SIZE GLASS TYPE'B' DOOR SIZB GLAS.4 TYPE'A'OR 16' AYER .100"IJTERIAYER ••••• WIDTH EIGHT (+) H - •• WIDTH HEIGHT EXT.(+) INT.,(-) WITH HEIGHT EXT. (+) INT.(-) S BY'DUPONT' SENTRYCLAS BY'DUPONT' UZ • 3 0 •• 95.0 • 216 100.0 140.0 5/0 e18 75.0 75.0 HEAT STREN•D GLASS 3/16°HEAT STREWD GLASS o (n ��d11• ••••• �>� 5.0 .0 • 3/0 818 100.0 140.0 6/4 75.0 75.0 W La M La • 36 • • 75.0 185.0 • 3/3 100.0 140.0 5/0 75.0 75.0 U M • 7 M /0 • 276 75. 2/8 100.0 140.0 8/4 75.0 75.0 d *0000 3/p 7/S •♦bQ 89!06 • 3/0 7/0 100.0 140.0 5/0 75.0 75.0 ILICONE SILICONE 1- 811E SCS 2800 ' GE 5SS 2800 s •••• 3/6 75.0 • 3/3 100.0 140.0 6/4 75.0 75.0 ILGLAZE II GE SCZE• • 2fg 75.0 89.0 2/B t0O.0 140.0 LOADS SHOWN ABOVE ARE FOR•••• •• m 3/0 •8/0 80 3/0 8/p 100.0 140.0 INBFALIATIONS WHERE WATER WFlLTRATION �j 8• RESSTANCE IS NOT REQUIRED.••• 3/6 • •45.0 69:0• 3/3 100.0 140.0 UMR EXTERIOR(+)LOADS TO 48 PSF • •DOORS ANPRO�ED FOR WSTALLA I`(• ?rGV#• • ODORS APPROVED FOR INSTALLATIONS FOR INSTALLATIONS WHERE WATER S. WHERE WATER I4FI.TRATION RESISTANCT WHERE WATER IMILTRATION RESISTANCE INFILTRATION RESISTANCE IS REQUIRED. ••••••Is REOULV4••• •••e • is REQUIRED. •• SACKS SIIftu 00ORS• •••• LOCKS SINGLE DOORS: LOCKS DOUBLE DOORS; ••••8 1 POINT LO�C,eK, AT ACTIVE LbCK SLID MANUALLY OPERATED CONCEALED FLUSH BOLTS AT ACTIVE I FdR GLASS TYPE 'A' GLASS TYPE 'B' 36"FROM AT ON TOP AND BOTTOM OF ACTIVE LEAF PART 002187 MANUALLY OPERATED CONCEALED FLUSH BOLTS AT PBgDOCSRiCYF1'i� EXTERIOR AND TFHUMB TURN ON INTERIOR. ATTACHED WITH(4)#10 X 1-1/2'SMS. TOP AND BOTTOM OF ACTIVE LEAF PART#02181 GLAZING OPTIONS I �1yl"w4 amplmllls STRIKE PLATE 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE ATTACHED WITH(4)#8 X 1-1/2"SMS. pyp 3 POINT LOCK SYSTEM AT ACTIVE LOOS SOLE h _ ,p�T, a 1-114"% 1/4"X 18-1/4°LONG 36°FROM BOTTOM,KEY OPERATED ON EXTERIOR ATTACHED WITH(2) #8 X 3/4°SMS AND THUMB TURN ON tNTEMOR. 36"FROM BOTTOM,KEY OPERATED ON EXTERIOR STRIKE PLATE AND THUMB TURN ON INTERIOR. HINGES SINGL DOORS 1-1/4°X 1/4'X 16--1/4"LANs TWO-HANOM COMB HWG ATTACHED WITH(2) #8 X 3/4*SMS INACTIVE L NOTE: EXTRUDED ALUMINUM BRIDGE 2 MANUALLY OPERATED CONCEALED FLUSH BOLTS AT GLASS CAPACITIES ON THIS SHEET ARE 0$ ry By'GGIE LEAF HINGES SINGLE DOORS• TOP AND BOTTOM OF INACTIVE LEAF PART#02168 BASED ON ASTM E1300-04 (3 SEC. GUSTS) AT 6", 12", 35',63-t/2"AND TWO-HANDED COMB RING ATTACHED WITH (4) #8 X 1-1/2°SMS. AND FLORIDA BUILDING COMMISSION o 92-1/2°FROM TOP OF DOOR EXTRUDED ALUMINUM BRIDGE 2 DECLARATORY STATEMENT DCA05--DEG-219 a°' BY'GESSE' .HINGES DOUBLE DOORS• (7)PER LEAF AT 7/0 AND 8/0 DOORS TWO-HANDED COMB MG 3°,9°AND 28-3/8°FROM TOP AND BOTTOM,ONE AT MtOSPAN EXTRUDED ALUMINUM BRIDGE 2 EW:JAVAD AHM a a (6)PER LEAF AT 6/8 DOORS BY'GtESSE' FM PE 70882 c AT 3",9"AND 26-3/8"FROM (5)PER LEAF CAN.3538 TOP AND BOTTOM AT V. 12',35",63-1/2"AND t },• 92-1/2°FROM TOP OF DOOR O drawing no. NOTE TOP AND BOTTOM FLUSH BOLTS MUST BE r ,�12 W04-01 ENGAGED DURING PERIODS OF HURRICANE WARNING. FG8 sheet 2 of g lay TYPICAL ANCHORS SEE TYPICAL e '^•EF W000 BUCK NS SEE EEVA I FOR SPACING TYPICAL EE ELEVATIONS ONS METAL� FOR SPACING STRUCTURE Z FOR E. 0 e GE DI EDGE DIST. ED o t i I M ® , g an 01 t3 TYPICAL ANCHORS WITH PLUGSS FOR SPACING SEE SEPARATE NOA WOOp BUCKS ANO METAL STRUCTURE*NOT BY EUROTECH d t FOR TRANSO AND ETAI RATINGS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND n_ J � �r- �li I TRANSFER THEM TO THE BUILDING STRUCTURE. •• •• u I !���_-_���•=as=_�{ v • e i •• 6 • i ii ti r Z ••• •e • • ii ii y TYPI : SEE ELEV. FOR SPACING g -- • • •• ••• I� • I _ ___J _ __J� _ 1 u-177 KSI,FY=788 KSI) •••••• • • ...i • I�______.T ____...__.. _ " W M • • • li y �t IN OOP STRUCTURES (�0M •• • •• Q �i i� 1-3/8" MIN. PENETRATION INTO WOOD •••••• d • ! •• `____-y _____ it THRU 1BY BUCKS INTO CONC. OR MASONRY O •• 44 • 1-1/4" MIN. EMBED INTO CONC. OR MASONRY Z fl • • DIRECTLY INTO CONC. OR MASONRY •` yc} • i' '• • 13 V."WMI-RARE COUNTY SEE P MULLION NON 1-1/4" MIN. EMBED INTO CONC. OR MASONRY • •� x • •• il'• • ••••e • •• TYPICAL ANCHORS #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 0 • 13 SEE ELEV. FOR SPACING INTO MIAMI-DADE COUNTY APPROVED MULLIONS + • • • li it INTO METAL STRUCTURES • e •• STEEL : 1/8"THK. MIN. (Fq = 38 KSI MIN.) • •••• • h• • ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.) •• •• • 7 n 2 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) y • • U 7 i TYPICAL EDGE DISTANCE u R I!i! INTO CONCRETE AND MASONRY - 2-1/2" MIN. p ¢8 X 1/2"SMS !�! pt= N1 IMO WOOD STRUCTURE - 1" MIN. gg 3"FROM ENDS INTO METAL STRUCTURE 3/4" MIN. 3i AND 10"O.C. MAX. 3 CONCRETE AT HEAD, SILL OR JAMBS I'c - 3000 PSI MIN. fl (4) #12 X SMS 1, 0-80 HOLLOW/FILLED BLOCK AT JAMBS I'm = 2000 PSI MIN. M - 2 AT 2"O.C. MAX. AT CENTER OF SILL SEALANTS: c$m o 13 ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH REDD.AT ADSEL OR TEKNA 5072$ SEALANTS. 8 DOUBLE(XX)DOORS , ONLY Eqn'JAVAO ARM E@OE'01ST. •b> :�4<:o:�:p-_°^^-""_;.p , : � ffi $ o' dro7ving no. SEE EUV oR SPACINNGG 4 2Q12 W04-01 sheet 3 of 5 1/4°MAX. Z SHIM SPACE 1/4°MAX. 1/4"MAX•. SHN SHIM © O TURE aQiT 6j MEIAL $MS TYPICAL ANCHORS X�R aY 13 w ACTIVE LEAF FOR SPACING $ M 13 13 ��qQ dJ TYPICAL ANCHORS 7.19 `.°°%SEE ELEV. a '9 silo FOR SPACING 12 EXTERIOR g ° 13 TYPICAL.ANCHORS ^' n •• D.L.' 17 2 D. OPG. SEE ELEV. g • • ••, FOR SPACING „-1•, • • • • • • Z V LEAF WIDTH 0 • • • g . M 0060• ••• w• • • FRAME WIDTH Q U rO 0 • • • SINGLE DOOR 09040 00-j • • 0.600• ���y • n •• i SEE oA i • E � O �1/4°MAX.• •• •• SHIM °j �"j>•' U w N_ IJ • • • • � II 1 18Y � Q i • • •• ••••11 1 WOOD BUCK Z • • ! ♦t6!! I i O SEE SEPARATE NOA u e 1 ACTIVE LEAF' IN-ACTIVE LEAF �� *:*so* ENE iii• 1 6 DETAILS A 11 1 13 ^- _ Ii• If4�1 vii i - _ - - - - I� • 1�i ii i i i - --- � � � TYPICHORS C I LA 12 FOR SPACING 13 D.40. CAL AN 11 2 EXTERIOR &g8 X 3/4° D.L.OPG. $MS m$g LEAF WIDTH $ LEAF WIDTH C 4 0 U FRAME WIDTH - DOUBLE DOOR dI1 AHU }u o � BUCT F'Ua -1i o le a� wM Ae lkll�q C.A.N.' 4D 1L C� drawing no. sheet 4 of $ r 3.937 10 .070 to �Y o{ t.81� 1.834 a ' to 2.858 —1.772•�•I �o 0 DOOR FRAME i E 1.771 I Q Q i ! o� { gigs 2.830 .OTO I I f 3.873 2.819 � I o n 1.024 fy •• •• CJ iQ6i • • • • • •• O ••• •• 2.047 • • • ,FRAME TOP CORNE Z R 2 •••"j LEAF.- EAF W • • • • t4M„'d, • • 1.772 •••••• Qp� • • • is Z ?N � •• •• •••••• v VA,T i ••• •• 3.177 Ai •• 2921.3 it C7 O ZS it • • • • •• O .•O••• 3 eooR BASE BOARD �z.4oz .139. �ApCry•gi¢y�p c .059 .571 1.417 1.784 .083 1.906 FRAME BOTTOM CORNER j tt ` t3 Q 1 ffi H 1.772 .744 a�o S81 LEAF CORNERS a m v O FRAME SILL O ASTRAGAL STILE g gr:'A A MAD v 2.000— 1.000 rlA.PE 70992•, c .094 .848 .0507Ot6 � •2�12 .� 1 207 drawing no. (Q SILL BASE Q GLAZING BEAD W04-01 sheet y of g