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WS-11-2185Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP- 167009 Permit Number: WS -11 -11 -2185 Scheduled Inspection Date: December 19, 2011 Inspector: Bruhn, Norman Owner: STRAUSS, MICHAEL Job Address: 1251 NE 94 Street Miami Shores, FL Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132050100050 Phone: (954)792-4415 Building Department Comments REPLACE 3 IMPACT WINDOWS Failed 44-6/ Inspector Comments Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. December 16, 2011 For Inspections please call: (305)762.4949 Page 14 of 34 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. I • 32f.)S -010 - 0050 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 1 1111111 111111111111 1111111111114111111111111 CFN 21311R0798821. OR Bk 2791 i5 F's 1705; (1 v s ) RECORDED 11/29/2011 11:38 :45 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE THE UNDERSIGNED hereby gives notice that improvements will be made to property, and in accordance with Chapter 713, Florida Statutes, the following is provided in this Notice of Commencement. Space above reserved for use of recording ofii 1. Legal description of property and street/address: Wt Q Wl l SI Lf0 re-s q q v t e l.%1 4-0l Co 12 S 1 5''f ; G, rut.\ r2S .it 3313? 2. Description of improvement: 'T)OQ15 3. Owner(s) name and address: i(v\ 1 Gif1A e i A . roo 5 as( 91I Si. CVO i Ctevt Interest in property: tWY'af < VUITe5 Name and address of fee simple titleholder. 4. Contractor's name, address and phone number. Fionda Home - improvement Associates 4070 SW 30th Ave. Hollywood, Florida 33312 Phone 954-792 -4415 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other docu ents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following person(s) to receive a copy of Y, e Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement: (the expiration date is 1 :: , the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATIO OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. s)' Authorized Officer/Director/Partner/Manager (-.4.4A ra e-1 By Fk ida Home- impreverne t Assoc. Print Name 40705w 30th Ave Title/Office Hollywood. FL 33312 Signature(s) • Own By Print Name Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument acknowledged before me this _c) day of_POJ By 'ICVICAe . S Y'cZ3 3 ❑ Individually, or ❑ as for )ersonally known, or IJ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner/Manager who By ���°� �,� By 123.01 -52 PALES 11/07 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type :, UII,DING ROOFING IE NOV 2 3.2011 3 BY: _________________v.a permit No.WS V.2.165 Master Permit No. OWNER: Name (Fee Simple Titleholder): \ O ( Address: rt. S hu t'i a fl Phone#: City: -\\ Q B. ,S\rro ‘re State: Zip: -53) 6F) Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: 12 5 k City: Miami Shores County: Folio/Parcel#: ( .; 20 — V Q. CO 3 0 L a( d Miami Dade S o(e5 !' Zip: LOT CD Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT Phone 954.792.4415 }� (.6 Address: 4070 SW 30T1-I AVE City: HOLLYWOOD State: FLORIDA Qualifier Name: WAYNE THOMAS BURNETT Erp: 33312 Phone: 954.792.4415 State Certification or Registration #: CGC061890 Certificate of Competency #: Contact Phone: 954.792.4415 X243 Email Address: Imartinez ©fhaproducts.com DESIGNER: Architect/Engineer: c) -be V 6 C-t C dID Phone#: Value of Work for this Permit: $ C ' Square/Linear Footage of Work: Type of Work: DAdditio�n °Alteration UNew lr Repair/Replace D e s c r i p t i o n o f W o r k : r��� °Demolition cito-Pcn* ** ** * * * ******* * * * **** * * **** s * ** � ****** *** * * * ***** * ****** * **** *** * *** Submittal Fee $ l Permit Fee $ /0 c] CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for FTF,CTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me thisd- day of O , 20 , by ''61` V' K v1(1 eA 3 Contractor The foregoing instrument was acknowledged before me this L day of GJ i) ,200 ,by@ 1a?a'ui �.. (bU(0C -T , who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an o NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Ex ***************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 4411° /Az2 _l1 Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) * * * * * * * * * * * * * * * ** Zoning Clerk Miami -Dade My Home My Home 7� iarnidade.gov. Show Me: Property Information Search By: Select Item EM Text only Property Aopraiser Tax Estimator Property Aapraiser Tax Comoarison Portability S.O.H. Calculator Summary Details: Folio No.: 11 -3205- 010 -0050 Property: 1251 NE 94 ST Mailing MICHAEL JUERGEN Address: STRAUSS INGLE FAMILY 1251 NE 94 ST MIAMI ; % r 589 SHORES FL 33138- Property I Assessment Information: arall 2011 4JOOEN� FAMILY d Varue: $135,000 1 RESIDENTIAL Build! . Value:' : +: INGLE FAMILY MIMEMMINI ; % r 589 Y4,441: Lau,. Units: 1,.. l 3Y we MIAMI SHORES BAY PB40- 16 LOT 6 .,„ .; OT SIZE 75.000X125 • 11388-1113 0382 1 • R 27328-2312 0610 01 Assessment Information: arall 2011 2010 d Varue: $135,000 ; jJr "171' Build! . Value:' : +: MIMEMMINI ; % r 589 Y4,441: Exemption Informs GMIL 2011 2010 1..,111M 0� $25,000 -:-'17711111111MINMENII MEAN -1 Taxable Value Information: Year 2011 2010 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/ $272,589 $50,000/ $144.536 $50.000/ $27Z589 $100,000/ $94,538 $50,000/ $272,689 $50,000/ $144,538 School Board: $25,000/ $27,589 $25,000/ $189,538 Sale Information: Page 1 of 2 e Aerial Photography 2009 0 1131t Dina I Praariv Information I Psonertt Tapes I My Nelahborhocd I Property A Home I /lain Our Site I Phone Directory I Mak l Disclakmef If you experience technical difficulties with the Property information application, orwish to send us your comments, questions or suggestions please email us at Webmaster. Web Site ® 2002 Niteroi-Dade County. All rights reserved. http:// gisims2. miamidade .govimyhome/propmap.asp N Legend Property Boundary Selected Property Street Highway MiamiDade County Water lY 8 10/19/2011 Florae Herne Improvement Associates License No. CGC1181880 Q844819 4010 SW aP Ave., Hollywood, FL SiS12 Job# up 0 Lir+ FHAticrate4nwevenvent Associates Replacement Windows Contract Name: /4.4 1111 244* ,tib J1 • 4, .■• 11L lA Seaward Tel: 884.792.4415 Mani bade T�1 308.648-4489 F 954-792-2170 Watt FHAPRODUCTS.COM Snell: ItiFOSIFHAPRODUCTELC0111 31LNSLAkckei e Phone: Bus. Phone: Address a State 21p This Contnact Is made and entered Into this \ day • ak, Ai_ by and between Florida liame-improvernent Assodatts, lnc a Florida corporation eContractor or IHN'), and owner(s) named above of the residence located at the address listed above (*.Owner.). The Work. Contractor agrees to perform the work described below: 1) Remove misting units to be replaced. (NOTE: Removed Items are Illudy to be damaged.) 2) Prepare openings as necessary to receive replacement units. 3) IMNDOWS: FHA Energy Seem Sever Simonton Vinyl Insulated hanall Aiundtturn Outdated, Aluminum Nart-insulated 4) Doors: PHA Energy Gonn Raver Alianktum Insulated, Alundnim Norkuutsded tarections are visaed ham the freak. On sliding giros doom Adive and Fixed Pants ere itleattRed. On CaSaftlardS and sink French dears tile binge is klernMed Right Hinge and left lenge. On Double-French mum the mare utile door Is tdentlfied Impact: ( ) Alon-Impacft ( ) Coke .Whitax Tan Bronzes Grey: Mill Rabb: ihntafttama Qty_ wear MOW 1 ACM liffestfigrarfirer AA M FA FAAF AAF FAA Qty Qty QtY Qty Qty OW— FA AF LH RH Warnintr Manufacturer's W 11091LIStrker QtY-- 0 Bibitk201/10229/1 11 91910k 044) L44 ) QtY COY upon competition. 5) • taw u k k11. -aftimmer-,4,iirilismarailm 4 6) if applicable, removing Inebectiont gag INMAL HERE rt panels. and/. • My bars. 8) Cleanup job debris and provide necessary permit* and insurance.. 9) # applicable, In the eventthat commas= is unabtafor whateyer remon to obtain smsperpemtits prior to commencement of any Mak Contractor shall rattled eitYPrevioto antacid the transactionshall eat:Imago* , (No *dab below.) i 4,1, • Additional Vit gra " I, mtallation \ • • 1`4, • , • L \N• !C. . ' NetarAvir.:....rmwmpowirtriyaiiimairx-, tt.-"Airtramlik7:_tranklamikwerimorzu- stl01lm.* Contractor shall comma work within ition after execution of the Contract (the °Commencement Cate) and shall endeavor to complete ail Work hereunder after the Commencement Date. Contract Price \ &SACO The TOTAL PRICE for ail tabor and Materials Oncludem any applicable discount) Is $ 5L,00 .00 Sales Tax i %) $ Down Payment $ I t;,,I CIO .00 Of aPPitcablei .1 ,,.__ &stance Payable $ 9. ton:100 Total Contract price $C**11) Contractor witi provide to °were Final WeNer and Release of lien and Contractors Final Affidavit to Owner, substantiallyato the forms included In chanter 713. Florida Statues 120051. fin.4 arCtO SS. and related documents axle one: 'YES gsOloner elects to crpply for of sam drdeat, see agreement so 1k a 1, CA 453% NOUS to theOwner, Wfinaitthrge bane tetanal by Oaten Lk VS II °V10 \ a). Donetsierthe home ImprevermancontractiOnleding inandagdocumentslin blank.- b).You are entitled toe ow ofthe contract *tele time Yee *Lama at° ProtattYour Ugel deka 42-Ti4NeS (a 1 -2;oreiltr 4.Tbfln*iwialdacamanis attached tO this hate improvement centred maymartaina mortgage er otherwise create, Ike =yew property that could be andiron do met awake sure yea understand all maddens of the contraciond iblandel thlaatentsbaeserar got: This contract contains the entire contract of the parties. It may not be dunked orally but only by a signed change order or other written amendment. The waiver by ant( party of a breach of any provision of this contract shall not operate or be construed as a waiver of am subsequent breach by any party. IN WITNESS WHEREOF, the Parties hereto have executed this contrail., under seal, as of the day and year first above written. You the Buyer may muted thhs transaction at any the pdor to midrdaht on the third business day after the date of this transaction. See the notice of cancellation form for an expketagon of tIde right. tlairkt: OW - 'MVO: Altar a _ 5 5 I (Signature of Chute (signature of Owner) Home Owners Association Name: YES ( ) NO b<) Building Name: Con One Phone* LORIDA BUILDING CODE & ASCE 7 -05 DE LOADS FOR COMPONENTS AND CLADDING EXTERIOR ZONE 5 PRESSURES INTERIOR ZONE 4 PRESSULt.61) Mean Roof DESIGN PRESSURES (PSF) - Zone 4 10 Tributary Area (So Ft) Tributary Area Height 10 15 20 25 30 35 40 45 50 0 -15 - 50.4 92 +46. +452 -48.3 +44.4 - 47.6 +43.7 -47.1 +43.1 46.6 +42.7 - 462 +42.3 - 45.9 +41.9 -45.5 +41.6 18 ft -51.1 - 49.8 +47.1 +45.9 - 49.0 +45.0 - 48.3 +44.3 -47.7 +43.7 -47.3 +43.3 - 46.8 +42.9 -48.5 +42.5 -46.2 +42.2 18 ft -52.4 -51.1 +48.3 +47.0 -50.2 +46.1 -49.5 +45.4 -48.9 +44.8 -48.4 +44.3 -48.0 +43.9 -47.7 +43.6 -47.3 +432 20 ft 53.5 -52.2 +49.4 +48.1 - 51.3 +47.1 -50.6 +46.4 -50.0 +45.8 -49.5 +45.3 -49.1 +44.9 -48.7 +44.5 -48.4 +442 22 ft -54.8 -53.3 +50.4 +49.0 -52.4 +48.1 -51.6 +47.4 - 51.0 +46.8 -50.5 +46.3 -50.1 +45.8 -49.7 +45.4 -49.4 +45.1 24 ft -55.6 - 54.3 +51.3 +49.9 -53.3 +49.0 -52.6 +482 -52.0 +47.6 -51.5 +47.1 -51.0 +48.7 - 50.6 +46.3 -50.3 +45.9 26 ft -56.6 -552 +522 +50.8 -54.2 +49.8 -53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +46.7 28 ft -57.5 58.1 +53.0 +51.6 -55.1 +50.6 - 54.3 +49.8 -53.7 +49.2 -53.2 +48.7 - 52.7 +482 -52.3 +47.8 -51.9 +47.4 30 ft -58.3 -58.9 +53.8 +52.3 -55.9 +51.3 -55.1 +50.6 -54.5 +49.9 - 53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 32 ft -59.1 -57.7 +54.5 +53.1 - 56.7 +52.0 -55.9 +51.3 -552 +50.6 - 54.7 +50.1 -54.2 +49.6 -53.8 +492 -53.4 +48.8 34 ft -59.9 -58.4 +552 +53.7 -57.4 +52.7 56.8 +51.9 -55.9 +51.3 -55.4 +50.7 -54.9 +50.2 -54.5 +49.8 -54.1 +49.4 36 ft -60.6 59.1 +55.9 +54.4 58.1 +53.3 -57.3 +52.5 - 56.6 +51.9 56.1 +51.3 -55.6 +50.8 -55.1 +50.4 -54.8 +50.0 38 ft 51.3 -59.8 +56.5 +55.0 - 58.7 +54.0 -57.9 +53.1 -57.3 +52.5 -56.7 +51.9 -56.2 +51.4 -55.8 +51.0 -55.4 +50.6 40 ft -62.0 -60.5 +57.1 +55.6 -59.4 +54.5• -58.6 +53.7 -57.9 +53.0 -57.3 +52.5 -56.8 +52.0 -56.4 +51.5 -56.0' +51.1 -63.9 +50.4 6 -611M• •4010• -592 -58.5 -57.9 -57.4 -57.0 -56.6 *42 ft 47.7 +5826 +55.16 +54.3 ••+53,x• j 3.0 +52.5 +52.1 +51.7 • -532 - 81.7 -60.60 -59.7 -59.1 -58.5 -58.0 -57.5 -57.1 44 ft 08.3 +514 6441 +54.8 .+54.1 +i3.5 +53.0 +52.8 +522 • 53.8 - 82.3 - 61.2 -60.3 •59• -59.0 -58.5 -58.1 -57.7 • +58.8 +57.3 6+58.2 +55.3 • +348.454.0 -67.3 +53.1 +53.5 +53.1 +52.7 ••• • 1144.4 52.8 •'•744 -80.8 .401 .-W.6 -59.0 -58.6 -58.2 i • i •'469.4 +54El •48.7 +55.8 ••111:,•+i4.5 -70.4 +55.0 +54.0 +53.8 +53.1 • • -64.9 -83.4 522 -61.4 -60.7 -80.1 -59.5 -59.1 -58.7 ti06. 114%9.9 +44 •+•57• +58.3 4,45%. 0 +54.5 +54.0 +53.6 • 465.5 -63.911 -62.811 -81.9 41.2• .6 -60.0 -59.6 -592 • a 52484 i•�0.4 +58.8 • +57.8 +56.8 atiVe .4 • +54.9 +54.5 +54.0 +56.3 - 88.0 - 84.4 -63.3 -62.4 5 167 -61.0 -80.5 -60.1 -59.6 11.4 • •0 .6.8 +524 •�i # +57.2 UMW' 0085.9 +55.4 +54.9 +54.5 • - 86.5 -64.94 -83.i -82.9 •-82111 r61.5 51.0 50.5 -60.1 • * e s • • i1.3 +59.7 +584 +57.7 •9 3 +55.8 +55.3 +54.9 60 ft -67.5 S1584.4344IY +622 +80/ +59.11 -83.8 +58.5 0 +57.8 42.4 +57.1 51.9 +56.8 -61.4 +56.1 -61.0 +55.7 a N 0 C 8 fn REMARKS NIT ISSUE REVISE FOR 07 FBC DRWN CL TSB CHKD Mean Roof Height DESIGN PRESSURES PSF) • Zone 5 10 15 20 Tributary Area (So Ft) 40 45 50 25 30 35 0 -15 ft -62.2 +48.5 -59.8 +452 -58.0 +44.4 -56.7 +43.7 -55.6 +43.1 - 54.6 +42.7 -53.8 +42.3 -53.1 +41.9 -52.5 +41.6 16 ft 53.1 +47.1 - 60.6 +45.9 -55.8 +45.0 -57.5 +44.3 -58.3 +43.7 -55.4 +43.3 -54.6 +42.9 -53.9 +42.5 -53.2 +422 18 ft -64.6 +48.3 - 62.1 +47.0 -60.3 +46.1 -58.9 +45.4 -57.8 +44.8 -56.8 +44.3 -55.9 +43.9 -552 +43.6 -54.5 +43.2 20 ft - 68.1 +49.4 -63.5 +48.1 -61.6 +47.1 -602 +46.4 -59.0 +45.8 -58.1 +45.3 -57.2 +44.9 -56.4 +44.5 -55.8 +44.2 22 ft -67.4 +50.4 -64.8 +49.0 -62.9 +48.1 51.4 +47.4 -602 +46.8 -592 +48.3 -58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft -68.7 +51.3 56.0 +49.9 - 64.1 +49.0 -62.6 +48.2 -61.4 +47.6 -80.3 +47.1 - 59.4 +46.7 -58.7 +46.3 -58.0 +45.9 26 ft -69.8 +522 57.1 +50.8 -65.1 +49.8 -83.6 +49.1 52.4 +48.4 -61.4 +47.9 -60.4 +47.5 -59.6 +47.1 -58.9 +46.7 28 ft - 70.9 +53.0 582 +51.6 562 +50.6 - 64.6 +49.8 -63.4 +492 -62.3 +48.7 51.4 +482 -60.6 +47.8 -59.9 +47.4 -72.0 -892 -67.1 -65.6 -64.3 -63.2 52.3 -61.5 50.7 30 ft +53.8 +52.3 +51.3 +50.6 +49.9 +49.4 +48.9 +48.5 +48.1 32 ft -73.0 +54.5 -70.1 +53.1 - 68.1 +52.0 -86.5 +51.3 - 652 +50.6 -64.1 +50.1 - 83.1 +49.6 -62.3 +492 -61.6 +48.8 34 ft -73.9 +55.2 - 71.0 +53.7 -68.9 +52.7 -67.3 +51.9 -68.0 +51.3 -64.9 +50.7 - 64.0 +50.2 -83.1 +49.8 -62.4 +49.4 36 ft -74.8 +55.9 -71.9 +54.4 -69.8 +53.3 58.1 +52.5 58.8 +51.9 -65.7 +51.3 -64.7 +50.8 -63.9 +50.4 -63.1 +50.0 38 ft -75.7 +56.5 -72.7 +55.0 - 70.6 +54.0 -68.9 +53.1 -67.6 +52.5 -66.5 +51.9 55.5 +51A - 64.6 +51.0 53.8 +50.6 40 ft -76.5 +57.1 -73.5 +55.6 - 71.3 +54.5 -69.7 +53.7 -68.3 +53.0 -67.2 +52.5 - 66.2 +52.0 -65.3 +51.5 -64.5 +51.1 42 ft -77.3 +57.7 -742 +562 -72.1 +55.1 -70.4 +54.3 -69.0 +53.6 -67.9 +53.0 - 66.9 +52.5 -66.0 +52.1 -65.2 +51.7 44 ft -78.0 +58.3 -75.0 +56.7 -72.8 +55.7 -71.1 +54.8 -69.7 +54.1 -68.5 +53.5 -67.5 +53.0 -68.6 +52.6 -65.8 +52.2 46 ft -78.8 +58.8 -75.7 +57.3 -73.5 +582 -71.8 +55.3 -70.4 +54.6 -692 +54.0 -882 +53.5 -67.3 +53.1 -66.5 +52.7 48 ft -79.5 +59.4 -78.3 +57.8 -74.1 +58.7 -72.4 +55.8 -71.0 +55.1 -69.8 +54.5 -68.8 +54.0 -67.9 +53.6 -67.1 +53.1 50 ft -802 +59.9 -77.0 +58.3 -74.8 +572 -73.0 +56.3 -71.8 +55.8 -70.4 +55.0 -89.4 +54.5 -88.5 +54.0 -67.6 +53.6 52 ft -80.8 +60.4 -77.6 +58.8 -75.4 +57.6 -73.6 +58.8 -722 +56.1 -71.0 +55.4 -69.9 +54.9 -69.0 +54.5 582 +54.0 54 ft -81.5 +60.8 -78.3 +592 -76.0 +58.1 -742 +57.2 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 -89.6 +54.9 -68.7 +54.5 -82.1 -78.9 -76.6 -74.8 -73.3 -72.1 -71.0 -70.1 59.3 ft +61.3 +59.7 +58.5 +57.7 +56.9 +56.3 +55.8 +55.3 +54.9 60 ft -83.3 +622 -80.0 +80.6 -77.7 +59.4 -75.9 +58.5 -74.4 +57.8 -73.2 +57.1 -72.1 +58.6 -71.1 +56.1 -70.3 +55.7 FLB FLB DATE 04/19/06 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, PE. "ALTERATIONS, ADDITIONS, HIGHUGHTNG, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER- DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a- 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. WALL ZONE FIGURES 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING MEAN ROOF HEIGHT I C ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH #9885 MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE / COMPARISON CHART Address:1251 NE 94 ST, MIAMI SHORES FL 33138 (Permit No. Opening ID Window, Door or Mullion Product Acceptance # Product Approval Design Pressure Opening Design Pressure Rough Opening Size Shutter Required Yes / No Mullion Required Yes / No Impact Yes / No 1 DOOR 09- 0310.05 +75.0 -85.0 +465 -50.4 39 x 81 3/4 NO NO YES 2 .(■ 4, .L .L 4, 35 x 813/4 y NI, NI, 3 4, 4, .l, ,l, 4, J, 311/4 x 81 ,(, 4, .(, 4 5 6 7 8 9 10 11 • . . • • • I .. • .13... . . • 0t4... • * •... . • - otg:410 • • O0410 • • •••0. . . I • 0 10.0 • 0000 • •1il ... . • • .28... . . . • .. . • • • 19 • • 20 21 22 23 24 • 4 I • • ; : • • 4 •r•-•••-t• • - -.1 -1 -•••! • '; • ! -I „F.1)1 • , ; ; • ** — • - Ainik i • • • I • ti.ow . t , •1 ; • 0 tf • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Now/MPINI/ _011111011/11M. , 1--- 31,... „gr....H... • . • lind • ; , sTil ' CD, . I DEPT Int 1..... - '. • . iQ 4 C i - - • • ;• ' - .^.. : 1 L . 1. , , . -.1. — . • - •• . i , i t • • ' ' I , Z i 412 . ' . t , •1 ; • 0 tf • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Now/MPINI/ _011111011/11M. BUILDING CODE COMPLIANCE • OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAM1,.FLOR1DA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.aov/buildingQQode Eurotech Industries, Inc. 250 NE 32 Street • 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 by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). ' This NOA shall not be valid after the expiration date stated below. The Miami :Dade County Product Control Division (in Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing, and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Ou•swing Entrance Door -LNII APPROVAL DOCUMENT: Drawing No. W 04-01, titled "Aluminum Outswing Entrance Door", sheets 1 through 5 of 5, dated 01/15/04 and last revised. on June 02, 2009, prepared by AL- Farooq Corporation, signed and sealed by Arshad Vigar, P.E., bearing the Miami Dade County Product control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact . Limitations: 1. 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 A13J. • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of.NOA. • ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by • the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the.$piljtig Official. This NOA renews & revises NOA No. 08- 0507.10 consists of this pale 1 ant/ eVgnge pa B :1, as well as approval document mentioned above. • • •• • • • • ••• • • The submitted documentation was reviewed by Ishaq I. Chant's, P.11 • • • • • • • • • • • • APPROVE: •• • • • • • • • • • • • •• ••• ••• • • • • • • 1 OA r 09- 0310.05 • • xiiisratieon Rate: Lorne 10, 2014 Approval Bate: June 24, 2009 Page 1 ••• • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • •• • ••• • • • • ••• • • Eu otech Industries, Inc. )NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 08- 0507.10) I . Manufacturer's die drawings and sections. 2. Drawing No. W04 -01, titled "Aluminum Outswing Entrance Door ", sheets 1 through 5 of 5, dated 01/15/04 and last revised on June 02, 2009, prepared by AL-Farooq Corporation, signed and sealed by Arshad Vigar, P.E. . B. TESTS (transferred from file # 08- 0507.10) 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). BETI- 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 I) 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 20394 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI 03 -1882, 05 -1889, 08.18890 and 08 -2024, dated 0.1/15/04 thru 02/09/2004, all signed and sealed by Rafael E. Droz -Seda, P.E. (transferred from file # 06- 1019.06) 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 1. 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 Vigar, P.E. 2. Complies with ASTM El 300-02 & -04 D. QUALITY ASSURANCE , 1. Miami Dade Buildin Code Compliance Office (BCCO). E. MATERIAL CERTIFICAATIONS 1. Notice of Acceptance No. 07-1116.04 issued to E.I. DuPont DeNemours for "SentryGlasPlus ", expiring on 01/14/2012. 2. Notice of Acceptance No. 05- 1208.02 issued to "Ed. DuPont DeNemours" for "DuPont Butacite PVB" dated 02/15/01, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance & no financial interest, dated June 02, 2009, signed and sealed by Arshad Vigor, P.E. 2. Statement letter of lab compliance, part of above test reports. G. OTHER •• ••• • • • • • •• 1. This renews & revises NOA # 08- 0507.10, expiring June:10, 20C ). . • .2. Test proposal # 07 -3527 approved by BCCO. • • • • • 4ksvil • E -1 'shag I. Chanda, P.E. ••• • • • .'Procfne' I CoMrol Examiner • • . • • • • • • • •NO44 No 09- 0310.05 .. Ertiliratioi batd:lane 10, 2014 Approval Date: June 24, 2009 ••• • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • S. • • • • •• • •• • • • . •• •• ••• • • • ••• • • • ••• • ••• • • • ••• •• ••• • ••• • ••• • • • ••• • a 42' FRAME WITH 13' MAX. HEAD/SRL 5" MAX. HEAD /SLL CORNERS n'1 1 1...i ^ —4 / 1/ / ll / u_ 'r Al / ii - 13 /-,...2===== i. AANE L�NF 1' L_! I2 dAX, oo • n SEE SEPARATE NDA i FOR SIDEUTE I RATING AND DETAILS ;; IC DOOR HINGES FOR 01 SHEET TAfES & CAPACITY • 44UNDUThoWdala E)tTI?eP& DOOR • A ROVAL #Qw€^• aSINGLE (X)•ANO DATEILE (XX) LEAF DOORS. L CANSO SINGLE ONO DOYELE DOOMS IN COI (NATION WITH SIDELOES USING MIAMI- DADE•COUNTY APPROUNID MIMUONS IN BETWEEN. ALSO SINGLE AI t) DOUBLE DOONlS•TR 11.0Ft WITHOUT SIDELITES TN • mLiBINATION Wr� USOMS USI • MU DADE COUNTY APPROVED MULLON W „,j.O/ •IER OESIN• I CSSURES FROM i($t• SIDEUTE OR MULLION • APPROVAL WILL APPLY TO ENTIRE SYSTEM. I•• • •••• TINS PRODUCT HAS USER DESIGNINAy0 ESTED TO COMPLY WHH THE • ORROUNIEMENTS OF THE FLORIDA BUILDING CODE 20D7 EDITION INCLUDING i 11 WLOOBY H WICANE ZONE 84111410 • • • 31 3/4; D.L 39 T/8” (2) ADDL. ANCHORS AT 3' 0.R AT MTG. STILE ENE REO. FOR WOOD OR WDDD BUCK INSTALIXDONS ONLY DOOR HINGES FOR OUANTOIES & CAPACITY SURFACE APPLIED FALSE MUNTINS MAY BE USED • N ONNOD BUCKS BY DTHIPS. M15T•BE•4BAKTRED PROPERLY TO TRANSFER LOADS TO WO 61IWOTURE. ANCHM • •9EBEOMENT TO� BASE � l�M��•ppT''E'RI A. SHAD• BE WALLD DRESSING OR STUCCOS ANCHORINQ•NIR•Lo dwG CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THHIISS APPROVAL A LOAD DURATION INCREASE 5 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUY ROT LDITED TO STELL/MESIL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET TNT REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. LEAF WIDTH n 75 3/4' FRAME WIDTH 13' MAX. READ/SILL 5' MAX. HEAD /SILL CORNERS APPRORED MULLION SEE SEPARATE NSA 2•' D.L OM. 38 3/8" LEAF WIDTH LEAF WIDTH THESE DOORS ARE RATED FOR LARGE B SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Erupt APSHAD YEAR Oft ati. PE 11 39993 can. OW PRODUCTROYBTWD iT•oit• Sta a.t 3+ MARL if A any no. W04 --01 (sheet T of, 5 '' lIail 3-14:1-1-1 = iLtL ' / ACfIVE / LI•)70J< - --= o�ev ==x , / 11 _ . ii \ -==='iII " IN -AdI1W LM- -- --__ = =_=_= ;' / iii / L_! I2 dAX, oo • n SEE SEPARATE NDA i FOR SIDEUTE I RATING AND DETAILS ;; IC I I 1 1st �I� 1�fII ►1 l 41111111M11111011=114%; APPRORED MULLION SEE SEPARATE NSA 2•' D.L OM. 38 3/8" LEAF WIDTH LEAF WIDTH THESE DOORS ARE RATED FOR LARGE B SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Erupt APSHAD YEAR Oft ati. PE 11 39993 can. OW PRODUCTROYBTWD iT•oit• Sta a.t 3+ MARL if A any no. W04 --01 (sheet T of, 5 DESIGN LOAD CAPACITY - PSI SINGLE (8) DOORS DOOR 612E GLASS TYPE 'A' WIDTH HEIGHT EXT. ( +) NT. ( -) 2/6 8/8 Alit!1♦t 140.0 3/0 0/e AllialliK20• 140.0 3/3 7/0 75.0 85.0 3/0 7/0 75.0 85.0 3/8 7/0 75.0 85.0 2/6 / 75.0 85.0 3/0 8/0 75.0 85:0 3/8 8/0 75.0 85.0 DOORS APPROVED FOR OISTALLATIONS WHINE WATER INFILTRATION RESISTANCE IS 8000600. • DESIGN LOAD CAPACITY - PSF SINGLE (8) DOORS DOOR SIZE MASS TYPE 'B' WIDTH HEIGHT EXT. (+) TNT. ( -) 2/6 AS REDD. AS REOD. 100.0 140.0 3/0 0/e 100.0 140.0 3/3 7/0 100.0 140.0 2/6 - 100.0 140.0 3/0 7/0 100.0 140.0 3/3 / 100.0 140.0 2/6 INSTAL/AWNS WHERE WATER NFI.TRATIXK 100.0 140.0 3/0 8/0 100.0 140.0 3/3 " 100.0 140.0 DOORS APPROVED FOR DSTAUA7gNS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. :**.141(8 ••--� SINGII DOORS: • • • • JOCKS SINGLE DOORS; • 3 KANT L &T•AGOVE LOCK%ISE •MANLW.LY OPERATED CONCEALED FLUSH BOLTS AT • W/* O�n RED Ott •TOP AND BOTTOM OF RCTWE LEAF PART 802181 EXTERIOR AND THUMB TURN ON IHFETIA• *ATTACHED WITH (4) 9t0 X 1 -1/2" SRL BTSIIKE PLATE • 3 PONT LOCK TTTSILIF AT ABOVE LOCK STILE /i4EDX 1/4' K 1 LONG 3B' FROM BOTTOM. KEY OPERATED ON EXTERIOR • WITH (2)•4/44' SMS • • • • • •AND THUMB TURN ON NIQ00R. •••• • • • ••• • • •:17CM SINGLE DOORS; TWO- FUNDED TONS ma. • EINFRUDED ALUMIRUM 85108E 2 • • • • 8/4PKapssE' • (5P PER LEAF • AT 6'. 12'. 35'. 83 -1/2" AND • • • • 1•1/2' FROM TOP OF I*JOR • • ••• I•• • • • • • •STRIKE KATE 1 -1/4" X 1/4' X 16 -1/4' LONG • • • • • ,ATTACHED WITH (2) 86 X 3/4' SINS •••• HINGES SINGLE DOORS• • TWO- HN")FD COMB 14840 EXTENDED ALUMINUM BRIDGE 2 BY Gam' • • • (7) PER LEAF AT 7/0 AND 8/0 DOORS • • •AT 3'. 8' AND 28 -3/8' FROM • •'LOP AND BOTTOM. ONE AT M41TS'AN DOORS AT)3", PER 8"ANAND 28 -3/8' FROm TOP AND BOTTOM • DESIGN LOAD CAPACITY - PUP DOUBLE (XX) DOORS DOOR SIZE GLASS TYPE 'A' OR 'D' WIDTH HEIGHT EXT. ( +) TNT. (-) 5/0 AS REDD. AS REOD. 75.0 75.0 5/4 6/8 75.0 73.0 5/0 7/0 754 75.0 6/4 - 75.0 73.0 5/0 8 1 75.0 75:0 6/4 / 75.0 75.0 . LOADS SHOWN ABOVE ARE FOR INSTAL/AWNS WHERE WATER NFI.TRATIXK RE56TAWCE'IS NOT REQUIRED. LNTT EXTERIOR(+) LOADS TO 48 PSF FOR IN iTALIATION5 WHERE WATER RIF0.1RATION RESISTANCE IS REOIRRED. ITEM B PAIN` I RSQO. ORSON/TION //APPEAL afAHP./13UPPU R /8g1E61•5 1 2 �ER!010'L6f� I..FicillO AS REDD. AS REOD. DOOR MAX 8003 -T6 - DOOR LEAF 8063 -T6 - © VY154$ DOOR BASE BOARD 6083 -T8 - O .v0 -1483 FRAME SILL 6063 -T6 - - 1/ DOOR SILL BASE 6063 -TO - VZ -1481 AS IEOD. ASTRAGAL STILE 6083 -16 - GIA BEAD 6083 -T8 - Dom KO Dam WNYL 1001/60 I/ CORNER CORNER KEY MAMA' IFONTICELLO 11 006005 4/ LEAF HAlOES ALUMINUM (IESSE 12 810 X 3/8' 4/ HXKOE 112100 INSTALLATION SI%TEWS - PH MAGHOKE SCREW 13 - AS REDO. 8018 W'SIRPPRR. - - 14 IRO A 2' AS RE00. ASSEURLY SCREW - 181 SELF 0RILUN0 15 912 X I -1/4 - FWIME ASSEMBLY SCREWS - SIG LOC . DOUBLE DOORS; ACTTF I.FAF• MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF ACT WE LEAF PART 802181 ATTACHED WITH (4) 88 X 1 -1/2° EMS. • 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 38' FROM BOTTOM, I0EY OPERATED OH EXTERIOR AND U1iUM6 TURN ON DEQMOR. MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF INACITVE LEAF PART 802188 ATTACHED WITH {4) 95 X 1 -1/2' SW. HINGES DOUBLE DOORS: PRO-HANDED COMB 1KW0 EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (5) PER LEAF AT 8', 12'. 35'. 83-1/2" AND 02 -1/2" FROM TOP OF DooR NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PEIGODS OF HURRICANE WARNING. 3/16" HEAT STREN'D GLASS .000' INTER LAYER BUTAQTE PV8 BY 'DUPONT' 3/18' HEAT STFIEECO GLASS 3/16' HEAT STREN'D GLASS .100' NIERIAYER SENTRYGLAS PLUS BY DUPONT' 3/16' HEAT STREN'0 GLASS .SILICONE • GE SOS 2800 S SDA2E I SILICONE GE SOS 2800 BILGAZE 0 GLASS TYPE 111142011CFRENEWED 17ANItN OBaeTdA /,'.r Eipbalkm Bate /ft > TE: LASS TYPE 'B' GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 Ear Ammo SOAR r • F CAIN. 35313 Ma V' JUN 0 2 2009 t -v IL: V 30 k 1 i droving no. W04 -01 (sheet 2 of 5 • •• • TYPICAL ANCHORS SEE ELEVATIONS FOR SPAGWO • ACCESS HOLES WITH PLUGS ••4•• • ••••• • • • • • • • TYPICAL ANCHORS SEE ELEVATIONS 18Y FOR SPACING W000 R ICIC SEE SEPARATE NOA FOR RATING AND ANp AAS 88 X.1/2° ENS 3" FROM ENDS AND t0" O.C. MAX. (4) (112 X I" SILO AT 2 Q.C. MAX. AT CENTER OF SILL REDO. AT . DOUBLE (XX) DOORS ONLY " TYPICAL ANCHORS SEE ELEV. FOR SPACING wan—DADS COUNit SE ESEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEE ELEV. FOR SPACING ifL - 7ta�1 4I ;'. K7 cl;1..R4..n u =177 K51. Fyw155 XSI) WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU TRY RUCKS INTO CONC. DR MASONRY 1 -l/4" MIN. EMBED INTO CONC_ OR MASONRY DIRECTLY INTO CONC. OR MASONRY T -1/4° MIN. EMBED INTO CONC. OR MASONRY i 71;41. P. •w "12. INTO MIAMI —DADE COUNTY APPROVED MULLIONS gero i INTO METAL STRUCTURES STEEL : 1 /B" THK. MW. (Fy 38 KSI MIN.) ALUMINUM 1/8" THK. MN. (8063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) (GRADE 5 CRS) TYmEAL LOGE DISTANCE INTO CONCRETE AND.MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN.' INTO METAL STRUCTURE a 3/4" MW. CONCRETE Fc = 3000 PSI MN. C —SO HOLLOW/FILLED BLOCK Fm, 2000 PS7 BON. SEALANTS: ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH ADSEL OR TEKNA 50729 SEALANTS. maC P AN. R• ON • JUN 0 2009 v v g � Q aali 0 • • ari K Va I drawing no. W04 -01 ( shoot 3oT_ $ • I /a• MAX. SHIM SPACE T/a MAX. (2) da X a /a• MIS METAL SIRUCTURE 'TYPICAL ANCHORS SEE ELEM. FOR SPACING TYPICAL. ANCHORS SEE EL FOR SPACING YYPICAL ANCHORS SEE Elko FOR SPACING • • • MIAMI -CADE .COUNT/ SETE nAPPPRoOVEDDMUI. E O SEE SEPARATE NCI. 4 • Mt SITE SATING AID DETAILS* II •• ■ •AY• ONO SINGLE DOOR PRODUCT MEWED 318011110111111th the Mudd, !Wks OMR Aimstesottle op -o3/0* dn>tre.364y L"r1/4 MAX. MEAN SHIN WOOD BUCK • ly • I • • Ate•••• Y' Bill Wq�,� • • • • ••• •• • • • • • •••• • TYPICAL ANCHORS sEE ELEV. FOR SPACING •••• • • • • •••• • • •••.•• • • • • • • •• • • • • DOUBLE DOOR