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WS-11-2377Permit Number: WS -12 -11 -2377 I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP- 170360 Inspection Date: February 27, 2012 Inspector: Bruhn, Norman Owner: CURT DYER, BRUCE BENDER Job Address: 726 NE 92 Street 8 -L Miami Shores, FL Project <NONE> Contractor: HUFFCO CONSTRUCTION LLC Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060440460 Phone: (786)273 -0536 Building Department Comments REMOVE GLASS BLOCK AND REPLACE WITH IMPACT WINDOW REMOVE CLOSED UP DOOR AND RE- INSTALL NEW DOOR. THIS PERMIT WILL VOID OUT Previous PERMIT WS07 -453 DUE TO NEW CONTRACTOR AND A DIFFERENT SCOPE OF WORK. Passe _,) ' Inspector Comments CREATED AS REINSPECTION FOR INSP- 170291. CREATED AS REINSPECTION FOR INSP- 168265. No access. NB 2/25/2012 -WRONG ANCHORS USED. NB 6c_ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until February 27, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 168265 Permit Number: WS -12 -11 -2377 Scheduled Inspection Date: February 22, 2012 Inspector: Bruhn, Norman Owner: CURT DYER, BRUCE BENDER. Job Address: 726 NE 92 Street 8 -L Miami Shores, FL Project: <NONE> Contractor: HUFFCO CONSTRUCTION LLC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060440460 Phone: (786)273 -0536 Building Department Comments REMOVE GLASS BLOCK AND REPLACE WITH IMPACT WINDOW REMOVE CLOSED UP DOOR AND RE- INSTALL NEW DOOR. THIS PERMIT WILL VOID OUT Previous PERMIT WS07 -453 DUE TO NEW CONTRACTOR AND A DIFFERENT SCOPE OF WORK. K1 0 0,0 SE. 0 Inspector Comments Passed j..14/ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 21, 2012 For Inspections please call: (305)762 -4949 Page 14 of 52 NOTICE OF COMMENCEMENT A REORDER COPY MOUSE POSTED ON THE JOB SiTE AT TiME OF FIRST iISPEC1i0N 111111111111111111111111111111111111111111111 CF11 2012R0103950 OR Bk 27916 Ps 38201 (1ps) RECORDED 02/14/2012 10:28:26 HARVEY RUVIIdr CLERK OF COURT MIAMI —DADE COUNTY? FLORIDA PERMIT NO. 1 " 3 -TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADS THE UNDERSIGNED hereby gives notice that Improvements wil be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement GE 1. Legal d _�j , on of property and street/address: , �hr� �S P (0- ���" • Q �� 0.a ' ! ( :�, .« �i • r •4 9l �I +irk.ifrnin -taa e°° 2. Descriptlon of improvement /14414i1Afftli 41,1 Space above reserved for use of recortfing office YS - 'ai4fieetirs 3)9? 3.Ownler(s) name and address: Interest in property:n Name and address of fee simple titleholder: 4. Contractor's name, address and phone number. 41a, R tot' ' { 11/4 pie Jwol7// ,Nmi 1 / PL. 2 / / 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: I _14y IA i, .: A ,u• � ,, 7 L 5 ! e4� 7. Persons within the State of Florida designated by Owner upon whdm ces other documents may be served as provided by Th'-ot Section 713.13(1Xa)7., Florida Statues, Name, address and phone number: W wear' DwD Dddn 5346 8. In addition to hImseff, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1Xb), Florida Statutes. �,_ �(� t Name, address and phone number: t arweS.. ( S - `a- �li&y /4 5314 ( � iste aZ3-AL,3 9. Expiration date of thls Notice of Commencement «he eaphadon date Is 1 year Gam the date of recording unless a different date Is specter WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, 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 .106 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. Signatures) ner( r Ow ' Authorized OtRcer/DUector/Partner/Manager Prepared By V.— I Prepared By Print Name Tl n, Cf. 1344.41e..r' Print Name Title/Office 9Pe.4% d2.r..* Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The oing instrument owledged before me this ay of r eae l By 46 J vC?��� 4 Individualy, or ❑ as for l.Personaly known, or ❑ produced the following type of Identification: Signature of Notary Public: t^ �✓` -A•c•–*-} Print Name: • l • 1' a e r (SEAL) ANT TO its : 25 " • :ID Under penalties of perjury, l declare that 1 have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. 1.11 s)'s Authorized Officer/Director/Partner/Manager J Qr✓ -6- (' By r2aO1- PAGE we STATE OF FLORIDA, COUNTY OF DADE HEREBY CERTIFY that flats tea tru6copy of the day of ,r! abl id't Wye ce on .NITNES -iARV 8y , A D 20 hand and Official Seal. CLERil, of Circuit 1 d County Courts V � D.C. k - PAN Miami Shores. Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 9M)12I -- o Tel: (305) 795.2204 Fax: (305) 756.8972 u' INSPECTION'S PHONE NUMBER: (305) 762.4949' BUILDING PERMIT APPLICATION FBC 20 f Permit No. W S I Master Permit No. Permit Typ BUILDING ) ROOFING OWNER: Name (Fee Simple Titleholder): V Ce. `e Phone#: 7 2 -UDC Address: —1 -1 \ S oZt • V © 0 City: Y C1 \ State: - Zip: Tenant/Lessee Name: Phone#: Email: (� �L • C `O ,Thi JOB ADDRESS: 1 N(. q ° S 8u City: Miami Shores r I j j" County: Miami Dade Zip: ( Folio/Parcel #: 032 0 (j/ 0 L 4 ©'1 6 Is the Building Historically Designated: Yes NO )C Flood Zone: Att, - CONTRACTOR: Company Name: 4- f J t63 l o&fT r n. UCT(".) 1,4..,(- Phone #: .7 0 6 -2 7? _ d Sib Address:) 1 GI. NC / Z k 5/- City: 11"t-7c1' 1V 0714 / ' / State: �-L Zip: g .r ) &/ Qualifier Name: n, (i /� . !7✓rF Phone #: 7 W9° 2-7 ? °° Q 3-/ 6, State Certification or Registration #: C4' C. /5? f'(o9 Certificate of Competency #: Contact Phone #: 7 6110 -Z71 0 5-34 Email Address: /id/ice Vro-'9 old ,1 n / r,� DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 24'0' ' Or Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration Description of Work: 21:wiegre //L 43,S 174-45 cA' my() j2(-0 �,... , i,rif /frA9ct wutiOesv been., New } Repair/Replace ❑Demolition sR aa sk*?k********444sk ia*tk?ksF *sk*sksk** sk titee:ill :Miuktoksksk,R **;1$ **********sk****+k*sk**+ *** Submittal ee $ Permit Fee $ ..J'O CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ qg I LID i 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 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 \ -L.- Owner or Agent The foregoing instrument was acknowledged before me this day oft �• 20 t , b}_ti�. ��`� ----- who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign v`�� Print: Cv My Commission Expires: **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY ��'�! QJ "fia Signature Contractor The fore oing instrument was ackno edged before me this day ofeC'� 20 ! i, by 4/ vie `2 / 11 who is //personally known to me or who has produced ��° ®k-G(C2�5e as identification and who did take an oath. s-h - COY Pb %t% 1/c 1! DyER Conee flf Fl I kesi Plans Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) NOTARY PUBLIC: Sign: Print: My Commi NO+ O� KAWANDA L. THOMAS Notary Public - State of Florida •E My Comm. Expires Mar 1, 2015 Commission * Clerk ACORD, CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. r IMPORTANT: if the certificate holder is an ADDITIONAL INSURED, the po(ky(Jes) must be endorsed. if SUBROGATION IS WAIVED, subJect to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DATE (MMIDDIYYYY) 12/06/11 PRODUCER KO Insurance Agency 2652 SW 87th Ave Miami, FL 33165 Phone (305)227 -8.956 Fax (0227 -8961 , INSURED Huffco Construction, LLC 1165 NE 135 Street Miami, FL 33161- 222 CONTACT NAME_ - PHONE (305)227 -8956 IL. No, E ,,_/, ADDREss Juanitaasu@yahoo.com INSURER(S) AFFORDING COVERAGE I INSURER A_ GM Underwriters, InC. INSURER B i 'INSURER C: INSURER D: INSURER E: _ - _ i INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. iApD�SUgR� _ I POLICY EFF FOXY EXP INSR', TYPE OF INSURANCE �INSRI_Vt'Y_D POLICY NUMBER - __ (MMIDD1YYYY)JMMtPD!YYYY E LTR S 'i GENERAL LIABILITY (SAC No): - _(305)227 -8961 NAIC # I. COMMERCIAL GENERAL LIABILITY _ CLAIMS -MADE lti" OCCUR GENT AGGREGATE LIMIT APPLIES PER POLICY .. Vzi - -= LOC AUTOMOBILE LIABILITY CFP1041686-01 10/06/2011 10/06/2012 LIMITS EACH OCCURRENCE $ 1,000,000.00 DAMAGE TO RENTED PREMISES (Ea occurrence) - MED EXP (Any one person) S 5,000.00 PERSONAL & ADV INJURY S 1,000,000.00 GENERAL AGGREGATE $ 2,000,000.00 , PRODUCTS - COMPIOP AGG $ 1,000,000.00 COMBINED SINGLE LIMIT 1Ea accident! $ — — i BODILY INJURY (Per person) y $ ' ANY AUTO I ALLOWNED SCHEDULED BODILY INJURY (Per accident) 5 : AUTOS AUTOS NON-OWNED ' ON -OWNED (Per accident) , PROPERTY DAMAGE $ HIRED AUTOS AUTOS - UMBRELLA LAB EXCESS LIAB OCCUR CLAIMS -MADE DED RE1ENTIONS WORKERS COMPENSATION • AND EMPLOYERS' LIABILITY Y 1 N ANY P ROPRIETORJPARTNERJEXECUTIVF OFFICER /MEMBER EXCLL'-DED? (Mandatory In NH) It yes descnle under DESCRIPTION OF OPERA: IONS below NIA DESCRIPTION OF OPERATIONS t LOCATIONS t VENICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) CERTIFICATE HOLDER CANCELLATION Miami Shores Village Hall 10050 NW 2nd Ave Miami Shores, FI. 33168 ACORD 25 (2010/06) QF - EACH OCCURRENCE AGGREGATE_ $ $ WC STATU- -- O!H- ;1ORYUMITS _ –2 ER — ° -° - - -_ - - -^ E EACH ACCIDENT E.L. DISEASE • EA EMPLOYE $ E L DISEASE - POLICY LIMIT $_ SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Fernan ( ca 1988 -2010 ACORD CORPORATION. All rights reserved, The ACORD name and logo are registered marks of ACORD Daniel Reted Huff poor • 1a.: Seaau[I Env ronnzeotal Maoacemant Company, Snc. certifies that this cour.e complies with 40 CFR PART 745.225 07 -27 -2011 JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. 08/31/2011 EXPIRATION DATE: 08/30/2013 HUFF DANIEL R 061792568 EFFECTIVE DATE: PERSON: FEIN: BUSINESS NAME AND ADDRESS: HUFF CO LLC 1165 NE 135TH STREET NORTH MIAMI FL 33161 SCOPES OF BUSINESS OR TRADE: 1- PAINTING 2- PRESSURE WASHING IMPORTANT: Pursuant to Chapter 440 . 05(14), F.S., an officer of a corporation who elects exemption from this chapter by tiling a certificate of election ender this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05{12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -1609 JVC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE: 08/31/2011 EXPIRATION DATE: 08/30/2013 PERSON: DANIEL R HUFF FEIN: 061792568 BUSINESS NAME AND ADDRESS: HUFF CO LLC 1185 NE 135Th STREET NORTH MIAMI, FL 33161 SCOPE OF BUSINESS OR TRADE 1- PAINTING 2- PRESSURE WASHING IMPORTANT F Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who O elects exemption from this chapter by filing a certificate of election L under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be H exempt.. apply only within the scope of the business or trade listed on E the notice of election to be exempt E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413-1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. 9I BADE COUNTY ILLECY R LAGLER ST. iIII" 3150 650655 -5 BU9(i u Fr Ney[LLOEATION 1165 1165 NE 135 ST 33161 NORTH MIAMI THIS IS NOT A BILL - DO NOT PAY (3111F CO LLC Sec1T %eo4Hua)nessL BUILDING CONTRACTOR THIS IS ONLY A LOCAL BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO. VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE COUNTY OR CITIES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE REQUIRED BY LAW. THIS IS NOT A CERTIFICATION OF THE HOLDER'S QUALIFICA- TIONS. PAYMENT RECEIVED MIAMI-DADE COUNTY TAX COLLECTOR:07/25/2011 09010146001 000045.00 SEE OTHER SIDE FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 RENEWAL STATE egEn16603677666 -1 WORKER /S 1 DO NOT FORWARD HUFF CO LLC DANIEL R HUFF MGR 1165 NE 135 ST N MIAMI FL 33161 I1,fl11,1111117+11I111111IIJ, I) JflJl'e11711Jij1,171e.$J,J,f,p.& `DANAct._, 1Iy�Z�I'L Permit No: 11 -2377 Job Name: January 3, 2012 Miami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Provide letter of acknowledgement from the building owner or building board. 2) The permit application is for window and door but only a door was submitted. 3) The wind Toad design chart has the wrong roof height circled. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 t � n Permit No: 11 -2377 Job Name: January 13, 2012 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 2nd 1) The permit application is for window and door but only a door was submitted. 2) The wind Toad design chart has the wrong roof height circled. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Irte M ?Gaza Sost Conarnanium Association, Inc. 145 SVStreet Mimi Shores, FL 33138 305- 759 -9069 / FAX 305- 759 -2101 E-MAIL g 3 nt January 12, 2012 Miami Shores Village Building Dept. 10050 NE 2nd Avenue Miami Shores, FL 33138 Dear Sir / Madam: The enclosed is to confirm that the Board of Directors, of the Shores Plaza East Condominium, Association is aware of that Mr. Bruce Bender and Mr. Curt Dyer, owners of unit located at 726 NE 92st Street, #8L, Miami Shores, Fla., has contracted HUFF CO, LLC, to install "hurricane impact solid door" leading into "bedroom" unit. The Board is aware that such door installation affects the "common elements" of the Association, and has no objection as long as such installation is code compliance. Should you have any questions regarding the enclosed, please feel free to contact our condominium office. Sincerely yours, Bert Gonzalez President cc: File r Remodel Owners and/or Oeoupani Neme(s): 2 %J +� r 1 'wt�e )% thdt #: 1- ) Of Requested Attbnix I NA Type of a to be F a' detailed and attach additkmal documentation W neommanft cralarb- Perm t(s) Required: No If °Yes; a legal cow otSny°such permit must be upon onee approved priorto any setionjeerit teginning. submitted to the Nome Addres-T is • Sri iz41 Current Florkla Lbense Number and !mutants infommthm of Welded Contractor and/or vendor: t. ca" tr14.ti� / PQ's - GDP tioMi t.it?t$tD pre i Post Inspection By: *Witten notEkation of esseessage ordenMw a to issued to e) via WS MIMED REIURN RIMPT SPBCAITemplarasOriginals BlanlaWialeslRepair Re nadd Requesidue 06112/04 r®v: 03 6 Paga 1 of t 1 The Blurts Tama fast Cobirretinftent Association,, Inc. 748 Nom Eae1,914 stt 8Iwesa, R. 35136 - Voloeipax e net- E IMS11 October a 3 2006 Mr.'s Bender, Dyer, Timms 726 N.E. 92ild Street, #8L Miami Shores, FL 33138 Dear Sirs: We, the below signed Board Members of The Shores Plaza East Condominium Inc., have received and reviewed the proposed Association, and sieve r c the furthermost N.E. window of d window replacement to Unit 8L , specifically proposed as follows: this unit and here cirra, arty consent to the (circle one) • All In Favor All Against rt Gonzalez, Presid • • 4. : Ma* P. & Treasurer Carle Talavera, Secretary Betty .. rry, Dir- or Cc. Rio. Mary P %y, Director Association Seal: Page 1 91 BLDG DEPT SUBJECT ID CCMPIJANCE WI rri ALL FEDERAL STATE AND LY,IJNIY rIULES AND REGULATIONS Dining Ro 7 q 7 5', 77 77 DEC 23 2]i 1 Living -e-v.tso 1.) 726 N.E. 92nd. Street, OK Miami Shores, FL 33130 Sun Room/Entry Opening ID #1 - Window Rough Opening Size - 100"w X 65"h Original Windows Were Three Panels Of 36"w X 65"h (ea.) Of "Crank/Roll Out" Style Windows. Removed Original Panels And Installed Forty Five (45) 12"sq. Glass Block With " -a. 10 Y. .... Oil • • • • 0 LAcz, ata .-v eolz —s row ammo 69L1- O69 -iZf J 9911-089-11£ d 011 tid de 1VOALISV 01 Sand 3M61S woo it 31rid 316115 MS?LLSV 31rld 3 ildiS 10421191 10-1 -6 arra 4 13389 NO \ 01 310N 33S 4 1331+5 L 310N 33S '(1J'r "i R■•4 ".r YA trig IP; ?!,6i 47'Ir 3350 i opt aorqtax* s.t,tfe mil» (MIAMI .L.IiIC011,1 .1£ .lf US SOU NO * 71130 33S WA! .f "'j r''dAu .f oNeaueldawy axiom w aasmatuonaou dL.9 did .9 dA! .6 HLOU! NNW YO 7tVN .Sl'OL :IRS 5911NO arairl -'1 I --•dt! .f elAL a -- du.S•, 'MS SIHL NO 4 MOM 33S — .if „If l .6s's 7HS SRL NO S 31v130 33S 111 I11 dL 1 dAl .f — dU.9 -• dA! .6 4 Aril S33rndS 9 MS SOU NO IWO J 33S H106N 3N19IJ YO 7NN .934E 1 P ■ lJ' �? ,1 NO S310N339 VAL —� — ill oNeaueldawy axiom w aasmatuonaou dL.9 did .9 dA! .6 HLOU! NNW YO 7tVN .Sl'OL :IRS 5911NO arairl -'1 I --•dt! .f elAL a -- du.S•, 'MS SIHL NO 4 MOM 33S — .if „If l .6s's 7HS SRL NO S 31v130 33S 111 I11 dL 1 dAl .f — dU.9 -• dA! .6 4 Aril S33rndS 9 MS SOU NO IWO J 33S H106N 3N19IJ YO 7NN .934E 1 SEE NOTE 4 ON SHT. 4 SEE GLAZING DETAIL, SHEET 7 SEE NOTE 6 ON SHE 4 egg 114 0.75' SEE NOTE 5 ON T. SH 4 SEE DETAIL 5 ON SHEET 5 W AT SIDELTE TO LATCR JAMB 1. SP▪ ACING FOR DEN 126 THE 110 x 1' PFH4 SCRESS ATTACHING THE IMPERIAL ASTRAGAL TO THE BWCTNE DOOR LS AS FOLLOWS: FROM THE TOP & THE BOTTOM OF 1.0`, 25' 4.0", 5.5' 13.0' 18.0' & 280' 2 SPAGNG FOR ITEM 123 THE x 1 1/2' P/ASCRIEW IS AS FOLLOWS: TOP & BOTTOM. HQBZONTALLY. SIDELITE PAN 3.0"0 FROM EACH CORNER. 014 TF S9 VERRFJILY. FOR THE SDIi.ITF PANE 3.0' 13.0', 28.1); 39.0' 520' & 63.0 3. SPACEVG FOR REM 131 THE 16GA x 3/4' BAUD TROT NAIL ATTACHING THE QUARTER ROUND 10 THE SIDEIJTE AND REM 19 THE 1684. X- r !BRAD 7Tm4 NAIL ATTACHING THIE MUWON CAP TO THE MULLION BAR VERT1CAII.Y, IS AS FOLLOWS: TOP & BOTTOM HORIZONTALLY (FOR THE 3/8' QUARTER ROUNDk 1.25` IN FROM EACH CORNER WITH (1) HAD. MID -SPAM ON THE SIDES VERTICALLY +° BOTH 3/8' QUARTER ROUND & MUWON CAP): 1.25' FROM EACH ENO & SIX MORE EQUALLY SP .34 ON THE 4. WHEN ATTACH= THE STRIKE PLATE TO TAB: JAMB AND BUCI( USE REM 125, A 18 x 2 1/2' PM W000 SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SUJEUTE JANE AT THE MUWON USE REM 124, A /8 x 2' PFH WOOD SCREW 5. SPACING FOR REM 125 THE 13 x 2 1/2' PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MIkJJON. IS AS FOLLOWS: 8.0' FROM EACH VERTICAL CORNER WRH (4) 1982E SCREWS EQUALLY SPACED ON THE FIELD, 6. THE SVELTE PANEL LS SECURED 11410 THE SIDELRE JAMB W/ ITEM 129 SILICONE C4UL1( ON THREE SIDES AND 3/8' QUARTER ROUNDS SECURED WITH MT 131 BRAG TRBT BOILS x 3/4' LONG. 7. WHEN ATTACHING THE HINGE TO 711E JAMB AND BUCK USE ITEM 127, A 110 x 2' PFH SCREW. WHEN ATTACHNG THE PENCE TO THE JAMB AND S(DELRE JAMB AT THE MUWON 115E REM 114, A 110 x 1 3/4' PM WOOD SCREW 8. SPACING FOR ITEM 149 THE H x 1 1/2' PANFEAD SCREW (TRW LIREFRAME) IS AS FOLLOWS: ELITE UIEFRAME FROM THE TOP COWES VERTICALLY. 325' 18.0625' 32.8125' 47.5625' & 62025'. 5IDELRE LITEFRAME TOP & BOTTOM. FROM THE LEFT: ONE (1) SCREW AT 4.4375'. 9. ALTERNATE CONCRETE/MASONRY WSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHAIACTERISTI(S CAN BE USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. 10. USE ITEM 151 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMES. USE REM 125 WHEN INSTALLING INTO MULLIONS. USE ITEM 116 WHEN 1NSTAWNG INTO CONCRETE /MASONRY SUBSTRATE AT SIOEIJTE ELLS. -iti M iRr101FIEkS HORIZONTAL CROSS SECTION AT SIDELITE TO HINGE JANE NOTE 3 SHE 4 0.125' 1®1I. GLASS T10C 1.50' MORE. EMBED. SEE NOTE 2 ON SHT. 4 aSEE NOTE 8 ON SHE. 4 SEE DETAIL 5 ON SHEET 5 0.25' MA SHIM PR0DUCT1tEVISBD cacAr ;122 with emFhRida Sd)d:rg Coda Ac:...-.5&=510 ‘ • ( , %..2:?rodcst CmemI SEE MAWS DETAILS, SHEET 7 EXTERIOR INTERIOR HORIZONTAL, CROSS SECTION AT SMITE TO BUCK Prepared Br &cede P. E Ni. 41127 1525 CageollPTYtrist.4 Ws C25 Rook**, &odds 22555 a.emms of woaama. xa Pease: 321- 690 -1788 Foe 321 - 690.1789 9 -11-01 SOME: FLT.S. or . ex xi txot. en S. SAFFELL S ao.: 5-2104 RAZING. DETA9. r Oft LRE FRAME SN01E PANE z1/8' TEMPEMTD GLASS SPARIECN POLYt2D1 PP5530 C13 (LAZING DETAIL MOM UTE FRAME r INSULATED TEMPERED GLASS LUPOY EU -5007 OIAZKR _ DETAIL 2 0.128' TEIp. TRINITY UTE FRAME MASS 1/2' INSULATED TEIVERM MASS' LUPOY EU -5007 0.125' TEMP. MUSS Edo 61160/ Dodds P. a ere 413267 3 1335 am 562 MIND of isboloaDo OM 5536 �RODUCTREVhS® ffi oompiying whb ISa Florida No r Expiation Date p��{ Pmdwt control. Division • PRODUCT REVISED as coamlyi p with tha Florida Dinleing Cole Aco,'^tevte No' -_ 0s is Prepared Bp. LLC no 321- 890 -1788 Fat J21 -690 -1789 1E 9 -11 -01 S AMM HIM ODD. BD JWJ wt. an S. SAFFELL S-2104 exact L &A. for MAIL OA. FRAME WIDTH .... ......• 4.5' 1TP. — r SEE OETAIL 2 ON SHEET 5 18.41• 1W.. r 13.41 °TYP. �71P II ----r n . �— j — — — 0 I l TM L 5.501 III —V 1 III I I 1 TYP. — = rn�u�4"� SEE DETAIL 5 — ON SHEET 5 1 / — — 0 — , it 38.625' — TrP. r ' II SEE DETAIL 3 ON SHEET 5 OMBI£ DOOR W1M SIOEIJTES ANCHOR LOCATE VIEWED FROM PITERIOR 6 6 SPAS 0 11.54` 81.25' SEE OM. 6 ,rON SHEET 5 FRAME T! HBGHT 5O' I 1 38.825` " I."— —I ' ' 7.375' 31' .3 PRODUCT REVISED as complying with the Florida Building Cade Acceptance No o7.o Dana 73i° 04 g_ F PasdaGControl Division SEE DETAIL 4 ON SHEET 5 milk PROD }CT REVISED e4 (asgiy:PA with uw Florida E•r;i =i4 Csiis Assn; :.ce No0 _ IS BY Mini Division ,ALE DOOR WITHOUT S81E1JTES ANCHOR LOCATIONS VI<iYED ROI Utl7ER1OR Ede � l P. No. 41321 Inn Sono CO itooldadnii FWMe fait OYN4W a hYoda on N0. 490.0 Prepared BA Phone: 321-690-1788 Farr 321- 690 —1789 am 9 -11 -01 =km N.T.S. orir. er: JWJ oft en S. SWELL ORMq NW S-2104 ET Jeld -Wen. Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No S -2104, titled "Series Wbod Edge Opaque Outswing Steel Impact Door Up to 9' -0 "x 6' -8" with and without Non - Impact Sidelites ", sheets 1 through 8 of 8, dated 09/11/2001 with revision E dated'b9 /15/2008, prepared by PTC, LLC, dated 11/09/20087, signed and sealed by Eric S. Nielsen, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per PA 202 -94 5) Cyclic Wind Pressure, Loading per PA 203 -94 6) Large Missile Impact Test, per PA 201 -94 Along with marked -up drawings and installation diagram of Outswing and Inswing wood edge opaque steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -696W, date 11/01/2001, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA # 02- 1211.18) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by PTC, LLC, dated 07/11/2007, signed and sealed by Eric S. Nielsen, P.E. Complies with ASTM E 1300 -02 (Submitted under NOA # 07- 0731.04) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance, dated 07/19/2007 by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. 2. (Submitted under NOA # 07- 0731.04) 3. Laboratory addendum letter for Test Report no. CTLA -696W, issued by Certified Testing Laboratories, dated 04/11/2002, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA# 02- 1211.18) 4. Laboratory compliance letter for Test Report no. CTLA -696W, issued by Certified. Testing Laboratories, dated 11/11/2001, signed and -' •y ' - '.esh Patel, P.E. (Submitted under NOA# 02- 1211.18) E -1 Jaime D. ascon, P.E. Chief, Product Control Division NOA No. 08- 1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld -Wen, Inc. (OR) 3737 Lakeport Boulevard - Klamath Falls, OR 97601 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: Series 6'8" W/E Outswing Opaque Steel Doors - L.M.I. - w /wo Sidelites — N.I. APPROVAL DOCUMENT: Drawing No. S -2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9'-0 "x 6' -8" with and without Non - Impact Sidelites ", sheets 1 through 8 of 8, dated 09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated 11/09/2008, signed and sealed by Eric S. Nielsen, P.E., bearing the Miami -Dade County Product Control Revised stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile And Small Missile Impact Resistant (Doors) w/ wo Non - Impact Resistant (Sidelites) LIMITATION: Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. 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 Building Official. This NOA revises and supersedes NOA No. 07- 0731.04 and consists of this page 1 and evidence pages E- land E -2, as well as approval document mentioned above. The submitted documentation was reviewed'by Jaime D. Gascon, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.aov/buildinacode NOA No. 08- 1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 Pagel 1 tor 1.2r JLJLL rr,-N 11128.112110L.ROS. t1 24GA (0.021, STEEL r- 0.63e lat`fe+.10 132 -110,1 ;.! MDT x 3.0" LONG 1.50. , 1.75' 0.62 L_ 0 ASTRAGAL HAS MO 0t3125 1 2.50' L.) DIA. x 9" LONG BOLTS. 1 NOTION i 0 \.. I -1 1— 1.67' -1 • 4 Li J too- 1.00• —L --L DMLTSBLE rADZILLATHSELE OFINGE4 JOKED PONDEROSA LVL ME WOOD t 0.50- 0 SCHLEGEL 0-LON WE 650 1.25' -I 1.02-1- CD. :•,; ni; OMPONAMIBA2HUIraSIEW oAr 1 1— 0.513' 1.11' 1.7e 0.6r L 1.5r OMILLMarilla 0.58" or 2.14'1.01' _L OM. WES warn c5 HARDWARE LISEDZ:::) it200.1aCILUCK OM= JOINTED PONDEROSA PPE 125° -11.013' r 2.19* 4.5625. 11. • • • 0.50•' raeLan FINGER XWOED z1 52. .75! cr zav RUNT MOLUONSAG ME 011.25 LONG) PRODUCT REVIED 43.3 aTrillytag with the Math ACceptance No ''• 15.05 ly 4L ' t7 I II Yrat- 41'17 PONDEROSA PINE 2.041r PRODUCT REVISED as complying aft the Plorida Bulldog Coda Accepts= No0 /7---,?';"! • AO, ,41117- 1t0/1110000001- Divizdon 11..- 0.125' ////////)/ >////////.• %le 2.62 Ih . P. 111111111•111111111•1 CLOW 4- I.-- 4.000" OHAGER STEEL GUST /tag V.:../4"x 4" 0.097" MK. SEEL 4.041' —I ,,,,EXMU112ALUNINUll BY .. • ;• ' 8 MD NSW 0.58' 1C0 11' FtarrdMili. N 4t23 Caggrnfia 010 00000 110100.00 01 21941 Paq:ared PTO, TLC Phone 321-610-1788 Foe 321-690-1789 gAla 0-11-01 4411ss N.T.S. • ONO. et NJ auc 011 a SAFFal WPM NW 5-2104 =Er ar•-g- SEE NOTE 4 ON SHT. 4 �mm060 • Via., . . • 4, 4. • CalICREVi BY OTHERS ENDO 1.50' NOL EWE0. 0 SEE DETAIL 5 ON SHEET 5 0 EDIRMSVETCM SEE hum ON SHE 4 ace \FMB*/ MEM 1.75' N81. PANEL THK Id[a5d1, u HORI O 0T B TO B 1.75 MIN PA1a. MK SEE NOTE 4r'1 1 GV THLS ON SHE. 4 SNEE! SEE DETAIL tip 7 INEEffiti HRI %O TA CRSS C O SE N A ®OO O©eme SEE DETAIL 5 ON SHEET 5 0.23' AWL SHIM 1.50 MIN. MED. SEE NOTE 7 ON SHE 4 PRODUCTREVL� B ,�mtmP�m ficsepomcaPto > Dala • l _ MAMMY BY OTHERS a ASTRAGAL THROW BOLTS (2) TOTAL (1 £M 1) 0.31.01A x 9.0' LG. AT TOP & BOTTOM iIlllht` Jill I 11111141 \ \ �i EIMIgg .........../ m mmwmNs�s lmwua PImMn ..1 p +.1 .0 -.05 ASTRAGAL 70 51711 ATTACHMENT Expiration*. 4•1X32" '(Z Ia /?: NOTE BEM 24 NOT SHOWN DOS I FOR MARRY. 21friaa Bivis: o hi; Erb Eas(S4 43) PNrNc P. E N• 41323 14311 C211 Roma° .;r R6 Oivkre r p..h.rm •s 201100 Prepared es Phone 321-690-1788 RI= 321- 690 -1789 1106 9- 1-0 s MT.& O R eft JIVJ ax eM S. SAFFELL uuaa eaa 5-2104 soar OP-4- 1.50° MIN. 0.25° EMB. MAX. SHIM CONCRETE/ MASONRY BY OTHERS EE DETAIL 7_,"^"' ON SHEET 5 1.75- MIN PANEL THK 81.25° MAX. O.A. FRAME HEIGHT 1. 80.0° MAX. OA. PANEL HEIGHT SEE NOTE 9 ON SHT. 1.34° MIN. EMEL 1.75° • VitliffbaWaMo .825" 0.25° MAX. SHIM EE DETAIL 7 ON SHEET 5 SEE NOTE 13 ON SHT. 4 1.75° MIN. PANEL THK. SEE NOTE 2 ON SHT. 4 81.25° MAX. 0.A. FRAME HEIGHT 0.125° MIN. GLASS THK. INEMOR SEE GLAZING DETAILS, SHEET 7 SEE NOTE 2 ON SHT. 4 SEE NOTE 6 ON SHt 4 SEE NOTE 8 ON SHT 4 DETAIL 7 ON SHEET 5 SEE NOTE ,3 ON SHT. 4 80.0 MAX. O.A. PANEL HEIGHT * SEE NOTE 3 ON S. 4 CONCRETE/ 1.25° .75 .55- M MASONRY 131. OTHERS MIN. EDGE DIST. E:418. VERTICAL C eKOMIIATmrgR CONCRETE/ MASONRY 8Y OTHERS grrxi mot •'z r _j_„_,_.-7mmry I AI t..Lt IF. basjAmIx...Q■Ljg arzipi517071-zipi;j571migi KA Iaf.I.. 1..LItaiZttssz;,0;t1=1111Wr'_ 'Acp II 11111ririll :illl.tf,,..,1111 DOOR LA tt•Jk-ilio..11,L.i.•4141.1.981.1.142 1:111ffir EVA 161111;1!,. t.t.. riii; AL-IA.1r Kum ---,611:2•L•Linyii.m.,:,,,,,--.11:0;14 Iltriff 16 Me TAPCON Acarzim=-Nwalour-c4,27.1.1 k .41.0 to 1.25 171L.,_•4'Llsi •IELD-PEN 11111 HIM MAU !NM IAA 1:X012n24ril I ii;ALL-wat.AFTri3PAINIIMICIIIIIMI ri'm ,U377.g1177.1111111111111111111MIIMIIIMINIII•1111111111 IlFilankTrlF-7;7E-kal'/-1.T2DIEllICY111F71.1‘iliMINIMMIW1571111Er I iralrarizoi_WIL412v.7.11111■1•111=11111111F-wilill• 1"1.1 IVIT'LlE1E11711111■1111=111111U-7711114 I 11.1111 wir warorwa-mr7., min-r-m4i iwz -.1RZIW.IIIINERIIM11■111•M U. itsTAI:tal W4111 OIAZING COMPOUND e-"Tlr-ik'FbIIIIINMMMMMMIMMN 'W211.Et MEM E r...7411091177.5 ,411rWarcvidErziummor----1123m. WFME7 e • 1 4 '1, .p L11.111 11F.61.1lArKqa-iii!IJE-10141Et.!1,WAIPAL—In _11.1.1.11111W751.11 141' LES 1•111FIT47:41EN 11FAU=ifibli=111ME1.32710• W_..11F7iTiTifiFflis1111724,1F-21L-, wzrvirandllNION11111113-55M Flailfi'___IG:G.T9.111111111=111=111■111M - - IVA -1,11d=AF I.Llutri-122;l6721111[117AITIINIZIM Lam, ULI411110.1111.11/VEMT71 Lt=.7-11E-LITArsinillri.:7:1011111■111• KAI 17.1mia,irt ;Alt, 41-2, ,311111111M1111111111■11■111111027411M ITTA Ff 'EC .11 I I I I I I I ME I • I r • 1.IM -rtvi • r, SILL dm 1, FINGER FOR MUWON CAP PROM= Fa:MUD as cataplying with*, Fkals Building Coda Aoseptaaaa No0 Data E , W000 ETAIMILMT,T01 Wei EISE -,Tisi1=1B1.1r2-■217sql;/:3111M111111 IEMITitsMz72 a cal is avArkin ctN111111■11111•11UKAaiolAl KAI ihillT;175T451131:17141MONIIIM .1•Er.qa111 LAI frialdr-- ritorrAirwriT-im3A iL!LTh 110111r 10 • . SCREW W 1.50 IFF/1111111 1PRODUCTIMISED ea ctstrlythg oat dm Florida liatkr..ag Coda .4i • ”. .• .05 Prepared Ely: Dia a 1(04) Florida P. E. Ns 41323 PM Lib toss comma woe. ruse CM Maidalps Florida 32M5 itislEarb or odeasollis NO. PTC, LLC Phone: 321-690-1768 Fax: 321-690-1789 MOM KU S-2104 SOlir _L or JELIIWEN® Steel r4 ° WOOD ED G E O PA Q DE STEa OY I18 W I NQ 1DPAOFDOQR URN WIN lWfl UTSDFIETE9 GENERAL NOTES 1. TH6 PRODUCT S DEWED 10 COMPLY WITH THE CURRENT FLORIDA awwiivG CODE AND HIGH tswarr HURRICANE ZONE FWHZ' REQIAREMENTS. 2. 8000 611086 BY OTHERS MUST BE AlefORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 3. PRODUCT ANCHORS MN. BE AS USIED AND SPACED PER ANCHOR LOCATION DMWINGS OR ANCHOR ET�l1ENT R TO EASE MATERIAL SHALL BE BEYOND WALL 4. SEE TABLE 1 ON RN SNIT FOR DESIGN PRESSURE RATINGS 5. 180 PRODUCT ifIES THE MINTER REQUIRSE'NIS FOR %Dr ZONES. SEE THE DESIGN PRESSURE CHART BELOW. 6. DOORS ARE IMPACTED AND DO NOT REQUIRE MIAMI -DADE APPROVED IMPACT RESISTANT SHU TIERS. 7. M PRA IMPACT RESISTANT 9NTTERS ARE REQUIRED FOR SIDELRES. 6. SNQDFS ARE AN OPTION AND CAM BE NEED DI A SII 0E OR DOME 02119911RATION RESIDENTIAL 0610ATE08Tffl. R( Carman to stare meal NO 24 ga. (a"! GaHadred Sltewi A -525 commercial quo0ty - 'ir r per AS111 CO with average mmtmum yield strength Fy(ove.)=24,800 pM Expanded poryeryrene r'th 1.0 to 1.25 Iha./cf deafly, a 990r Panel Cashman: The active and Inactive panels we constructed from 24GA. (0. 020' min.) pohanizod elect. The face sheet tops and bottoms we bend 90 over the fcp and bottom roils. The top LK rag measures 1.67' wide x 1.042" high. The steel bottom mil Is roil fanned 0.021' gaJunbz d steel measuring 1.67' wide x 1.21• high. The sides of to face sheet are rail fanned onto the LW. latch stile and Parma Phu Idrge stile which measure 1.8r x 1.0'. The bdalw curdy Is filled with polystyrene. The face sheets we gad to the polystyrene. Flxed Ufa Const The sash I carstructed from 240A (0.020' mbn) galvanized steel The edges of the face sheet are bent 90' Omer the core and glued to It The Eden, panels are railed to receive the Up Ube Frames or the optional Trinity Light Frames. (See Beet 7 for glazing The Ste frames are sealed w/ QSD glazing compound on the F11SIe_ r.Me+n rnm The frames are constructed from Ponderosa Pie Jambs meowmbng 1.25' wide x 4.5825' deep. The door and ade@e head Jambs are mwtlsed and butt Jared to the side Jambs and attached d8n (.3) 1680. x 7/18• Pawn are staples. The mite use o standard bump face Pardo threshold meowing 4.041' deep x 1.0' Sigh. The threshold Is attached te the frame with (3) 1684. r x 7/16' aom elm stapdes. TAB.EOFCONT0 96 DESCRIPTION 1 17 NOTES AND TYPICAL ELEVATORS 2 r CROSS SECTIONS AND BILL OF MOONS 3 HOFOZONTOI CROSS RCM 4 HORIZONTAL CROSS SCUMS AND MITES 5 ANCHOR80 LOCATION AND DETAILS 6 WOMB LOCATON S DETAILS 7 GLAZING DEARS 8 UST COMP01011S .875' TYP. 80' MAX. 0A PANEL HEIGHT 81.25' 0A FRAME 80080 0.825' 74.5' MAX. OA FRAME WIDTH .125' 38.825' MAX. OA I, YAK OA PANEL 1 B Cpl DOME 0U158180 IMPACT IMF (,0Q 37.75' MAIL OA VG34ED FROM 01ERIOR FRAM WIDTH 975' TYP. rP�. 36' UAX 0A r gi 81.25' MAX. 0A HEIGHT 80' 04X 0A PAWS. FTNHT v V • v 0.625' ROE OUISWINO WALT UHT Os) FTO VISM TABLE 1: ED M FXIEIN .75' 81.25' MAX QA FRAME IMMO 80' MAX OA PANEL HEIGHT 0.75' 975° 11P. 80' MAX. OA PANEL 80880 81.25' MAX OA FIRMS FI000 ‘1 0 70.25' MAX. 0A FRAME WIDTH .75' M1AL BAR 11P. ./75' 38' AR OA 1YP. I PANffI 810 ®® .i6 15.5' ma. 0A 50EU1E FARE WIDTH 14' MAN. 0A PANG. 81761 6' MAX 0A DLO. WIDTH 83.125' MAX OA DLO. HEIGHT 01115810 IMPACT ' it 1.1 . rJc L.Y aN 110 11447274 211, 4412;0; 107' Mt 0A FRAME 78 18Ut .125• 3 18 2 5 ' MAX. OA BAR TYP. PANG WIDTH 36' MAX. OA PAM NM W/ASIPAGAL n 110 AICTNE •U 0101 4, 15.5' MAX 0A / SIDEURE FRAME WITH 14' MAX. 0A PANEL WIDTH Pi 00 0.75' OE9(GN P1 Su RING -tBBE Vila Oaf DOOR UNIT (X m6 XO, GO) WAD 101--FACT =DES +88.67 psi -70 psf 001.61E pow UNIT (X, 0706 MA OW) 0/10 WHIPS' SDBOES +57 Psi -57 psi 0.825' PR.ODUCTRBV6ED IT,coT47twaswithdmFtalda tr';a Code t l' flu -, •r Z 8' MAX OA. Da o. WIDTH 83.125' MAX OA D.LO. HEIGHT 5OUBLE OUTSWOVG IMPACT Miff OM) WI 808- IMPACT 41,01?._ 1177Y71 1;An. afq ;..PG t Pi m ii (`l(06 Elie 8. When Florida P. E. Nor , 41323 SnIts C28 1 aodtladgs Florida 52985 RIPE 0.8180 or doa4a8080 mo. 21935 Prepared 6y: Phone: 321 -890 -1788 For 321 -810 -1789 048 9 -11 -0 sa+mm. N.T.S. on. en JWJ we er. S. SMELL I M11ai0 NO.: 5 -2104 MEr 1_ or _L Jeld-Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. Notice of Acceptance No. 07- 0731.04, issued to Jeld -Wen, Inc. (OR) for their Series "6'8" W/E Outswing Opaque Steel Doors - L.M.I. - w /wo Sidelites — N.I. ", approved on 12/20/2007 and expiring on 08/15/2012. H. LIMITATIONS - 1. Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. 2. Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are NOT required for the Doors. E -2 Jaime D. Gaston, P.E. Chief, Product Control Division NOA No. 08- 1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 RECEIVED JAN 2 4 2012 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Cury -A -Tech Corporation 930 West 23rd Street Hialeah, FL 33010 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series 930 Aluminum Fixed Window- Impact APPROVAL DOCUMENT: Drawing No. W07 -01, titled "Series -930 Aluminum Fixed Window (LMI.) ", sheets 1 through 5 of 5, prepared by Al Farooq Corporation, dated 01 -18 -2007, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and Approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant 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 Building Official. This NOA consists of this page 1 and evidence page as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 07- 0201.05 Expiration Date: April 12, 2012 Approval Date: April 12, 2007 Page 1 Cury -A -Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W07 -01, titled "Series -930 Aluminum Fixed Window (LMI.) ", sheets 1 through 5 of 5, prepared by Al Farooq Corporation, dated 01 -18 -2007, signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratories, Test Report No. FTL- 5073(FTL06162), dated 10/23/06 and FTL- 5074(FTL06163) dated 11/09/06, both signed and sealed by Edmundo Lagaespada, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, prepared by Al Farooq Corporation, dated 01/18/07 signed and sealed by Dr. Humayoun Farooq, P.E. 2. Glazing complies w/ ASTME- 1300 -02 D. QUALITY ASSURANCE BY: 1. Miami -Dade County Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0421.01 issued to Solutia Inc for "Solutia interlayer for laminated Glass ", expiring on 03/04/09. 2. Notice of Acceptance No. 03- 0916.02 issued to Glasslam NGI, dba Nebula Glass for "Safety Plus 11", expiring on.08 -07 -2008. 3. Notice of Acceptance No.06- 1205.10 issued to E.I. DuPont DeNemours for "Sentry Glass® plus ", expiring on.01 -14 -2008. F. STATEMENTS 1. Statement letter of conformance and "No financial interest ", dated 09/18/03, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Laboratory compliance statements, part of respective test reports. G. OTHER 1. Test proposal dated Feb 08, 2006 approved by BCCO. E -1 15i4i Ishaq I. Chanda, P.E. Product Control Examiner NOA No 07- 0201.05 Expiration Date: April 12, 2012 Approval Date: April 12, 2007 sheet T of 5 ) ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED ONES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. FALSE MUNTINS (SURFACE APPUED) MAY BE USED Approved es empI ag wdktie fl�i'`ibi SERIES 930 ALUMINUM FIXED WINDOW APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED /FIXED OR FIXED WITH OTHER MIAMI —DADE COUNTY APPR'D WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDTTEON INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WAIL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. 12" MAX. 4 1/2" MAX. SHORTER HEAD /SILL SIDES CORNERS TYPICAL ELEVATION D.LO. HEIGHT = FRAME HEIGHT — 4.125" D.LO. WIDTH = FRAME WIDTH — 4.125" THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engn DR. NUS FARG00 UCTURES FLA. PE J 18557 CAN. 5575 8 2007 1 z 0 ft o OCC m g 0 � v Cg,m paa� a W 3,4 m Q W E' to 0 0 0 0 a 0 c 1 drawing no. W07 -01 �U DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY -PSF W WINDOW DIMS. GLASS TYPES 'A', '6' 06 'C' GLASS TYPE 'D' WINDOW DIMS. GIASS TYPES 'A', 'B' OR 'C' GLASS TYPE 'D' AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1238 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264 -8100 FAX. (305) 262 -6978 -- - COMP- ANL \WC WIDTH LENGTH EXT. (4) INT. (-) EXT. CO INT. (-) VIDTH LENGTH EXT. (4) INT. (-) EXT. (+) INT. < -) 18" 24" 30" 38' 42' 48" 54" 60" 48' 80.0 80.0 70.0 70.0 18" 24" 30' 36' 42" 48" 90. 80.0 80.0 70.0 70.0 60.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 - - 80.0 80.0 70.0 70.0 80.0 80.0 - - 80.0 80.0 70.0 70.0 80.0 80.0 - - 80.0 80.0 70.0 70.0 18" 24" 30' 36" 42" 96' 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 L 18' 24" 30" 38" 42" 48" 54' 60' 54" 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 - - 80.0 80.0 70.0 70.0 80.0 80.0 - - 80.0 80.0 70.0 70.0 :' 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 71.1 71.1 - - WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED BI�Cay wBiuC VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. Ken. 12 'Mal t ^•. = M z Z 0 rn M Mj �c rCURV —A —TECH CORPORATION !930 W. 23rd STREET HIALEAH, FL 33010 TEL (305) 888 -9831 FAX. (308) 888 -9988 71.1 71.1 - - 18" 24' 30" 36' 42" 48" 54" 60" 80• 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 tskQ� Z- 80.0 80.0 70.0 70.0 �� o.� �' 4 1'�` �` 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 NOTE: NOTE: i GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS). 3/16' HEAT STREN'D GLASS 3/16' HEAT STREN'D GLASS 3/16° HEAT STREN'D GLASS 3/16' ANN. GLASS 090' 08TERLAYER 100° INTERIAYER .090• INTERLAYER .100° INTER LAYER SAFLEX KEEPSAFE MAXIMUM BY SOMA SAFETY PLUS 0 BY GLASSLAM SENTRYGLOS PLUS BY DUPONT SAFETY PLUS 0 BY GI AcS1 AM 71.1 71.1 - - 64.0 64.0 - - 18' 24" 30" 38' 42" 48" 54" of 6B' 80.0 80.0 70.0 70.0 80.0 80.0 70.0 _ 70.0 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 - - 71.1 71.1 - - 84.0 84.0 - - c a a� 16' 24" 30" 38' 42° 54" 72• 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 pp.. z 5? 3/16' HEAT STREW', GLASS SILICONE DOW CORNING 995 S 3/18' HEAT STREW() SUSS m SILICONE DOW CORNING 995 3/16' HEAT STREN'D GLASS SILICONE DOW CORNING 895 4 3/16' ANN. GLASS I SILICONE DOW CORNING 995 80.0 80.0 70.0 70.0 80.0 80.0 - - 80.0 80.0 - - ( ' , , r 71.1 - - rill , ill* r ICI £ 18" 24" 30" 38" 42' 48' 54' 78, 80.0 80.0 70.0 70.0 y 80.0 80.0 70.0 70.0 •, o ,,,, 0 m c 80.0 80.0 70.0 70.0 f�. f f r_.•••. 80.0 80.0 70.0 70.0 c 80.0 80.0 - - GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' 1:37 J ��JJJ '-'^ o 80.0 80.0 - - 71.1 71.1 - - 18' 24' 30" 38• 48" 84" 80.0 80.0 70.0 70.0 GLAZING OPTION'S Engr: OR HUYAYOUN FAR000 SIRucTuRES CAN. i3 8 7/1:1.-------._ _DC; 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 - - 80.0 80.0 - - drawing no. W07 -01 60.0 _ 80.0 - - (sheet 2 o 5 ) TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 SY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI- DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA t Append apMpbrly"Mac nob BillosCok DOD WWI. IV toe 6104•1110•11114€000111111d WOOD BUCKS AND METAL STRUCTURE NOT BY CURV -A -TECH MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: sEE ELEV. FOR SPACNG 1/4' TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8° MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY A14 SMS OR SELF DRIWNG SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 38 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (8063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ,*]2 SMS OR SELF DRIWNG SCREWS INTO MIAMI -DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) ANCHOR EDGE DISTANCE INTO CONCRETE AND MASONRY = 1 -1/4° MIN. INTO WOOD STRUCTURE = 3/4° MIN. INTO METAL STRUCTURE = 1/2" MIN. SEALANTS: FRAME CORNERS AND INSTALLATION SCREWS SEALED WITH SILICONE SEALANT. sra COMP - ANL \WO7 -01CJ c cc 0 2 B drawing no. W07 -01 (sheet 3 of 5 D.L. OPC. EXTERIOR WINDOW WIDTH APPseldat am.6.Dide cow Engr. OR. HUMAYOUN FAR000 STRUCTURES flAPE t .JAN A 8 2OOi u U O a 0 U drawing no. W07 -01 (sheet 4 of 5 ) 2.100 1.350 -J WINDOW FRAME .750 -t.062 6 .1 I GLAZING STOP x-1.250-1 b114.,zs SHEAR CUP SPOT WELDED JOINT CIRCULAR WINDOWS ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF. /SUPLIER /REMARKS 1 CU70I 4 WINDOW FRAME 8063 -T5 - 2 5 -03083 4 GLAZING STOP 6063 -T5 - 3 - AS MOD. SHEAR CLIPS. 2' LONG 6063 -T5 AT ANCHOR LOCATIONS 4 DC 985 AS READ. GLAZING COMPOUND SILICONE - 5 - AS REGD. SETTING BLOCK - - MITERED CORNER (OPTIONAL) RECT. OR SQUARE WINDOWS TIM. CORNER DETAILS SPOT WELDED JOINT ♦_.dON=1p g wDS tke L9sOr j.-4.4-1-0311-47,3-1 Kph eammemiaganctornast rirtivi 8 Q0 0 7 M N 0 0 a 0 V 0 m 0 0 0 0 drawing no. W07 -01 (sheet 5of 5 ) 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof Height DESIGN PRESSURES (PSF) • Zone 4 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 ft 16 R -532 +49.0 -53.9 +49.7 - 51.9 +47.7 -52.6 +48.4 -51.0 +46.8 -51.7 +47.5 - 50.3 +46.1 -51.0 +46.8 - 49.7 +45.5 -50.4 +462 - 492 +45.0 -49.9 +45.7 - 48.8 +44.6 -49.4 +452 -48.4 +442 -49.1 +44.9- -48.1 +43.9 -48.7 +44.5 18 ft - 55.3 +51.0 -53.9 +- .6 -53.0 +48.7 -522 +47.9 -51.6 +47.3 -51.1 +46.8 - 50.7 +46.4 -50.3 +46.0 -49.9 +45.6 �' 20 ft 56.5 +52.1 r -54.2 +49.8 -53.4 +49.0 -52.8 +48.4 -52.3 +47.9 -51.8 +47.4 -51.4 +47.0 -51.1 +46.7 22 ft -57.7 +532 +51.8 55.3 +50.8 - 54.5 +50.0 -53.9 +49.4 -53.3 +48.8 -52.9 +48.4 -52.5 +48.0 -52.1 +47.6 24 ft -58.7 +54.1 - 57.3 +52.7 58.3 +51.7 -55.5 +50.9 -54.9 +50.3 -54.3 +49.7 -53.9 +49.3 -53.4 +48.9 -53.1 +48.5 26 ft -59.7 +55.1 -58.3 +53.6 -572 +52.6 -58.5 +51.8 -55.8 +51.1 -55.2 +50.6 - 54.8 +50.1 -54.3 +49.7 -54.0 +49.3 28 ft -60.7 +55.9 -592 +54.5 -58.1 +53.4 -57.3 +52.6 -56.7 +51.9 -56.1 +51.4 -55.6 +50.9 -552 +50.5 -54.8 +50.1 30 ft -81.8 +58.7 -60.1 +55.3 -59.0 +542 -58.2 +53.4 -57.5 +52.7 -56.9 +52.1 -56.4 +51.6 -56.0 +512 -55.6 +50.8 32 ft -62.4 +57.5 -80.9 +56.0 -59.8 +54.9 -59.0 +54.1 -58.3 +53.4 -57.7 +52.8 -572 +52.3 -56.8 +51.9 -56.4 +51.5 34 ft -632 +58.3 - 61.7 +56.7 -60.6 +55.6 -59.7 +54.8 -59.0 +54.1 - 58.5 +53.5 -58.0 +53.0 -57.5 +52.6 -57.1 +522 36 ft -64.0 +59.0 -62.4 +57.4 -61.3 +56.3 -60.5 +55.5 -59.8 +54.8 -592 +542 -58.7 +53.7 -582 +532 -57.8 +52.8 38 ft 54.7 +59.6 -63.1 +58.1 -62.0 +57.0 -61.1 +56.1 -60.4 +55.4 -59.8 +54.8 -59.3 +54.3 -58.9 +53.8 -58.5 +53.4 40 ft 42 ft -65.4 +60.3 -66.1 +60.9 - 63.8 +58.7 -64.5 +59.3 -82.7 +57.6 -63.3 +582 -61.8 +56.7 52.4 +57.3 -81.1 +58.0 -81.7 +56.6 -60.5 +55.4 -81.1 +58.0 -60.0 +54.9 -60.6 +55.4 -59.5 +54.4 -60.1 +55.0 -59.1 +54.0 -59.7 +54.5 44 ft -68.7 +61.5 - 65.1 +59.9 -64.0 +58.7 -63.1 +57,8 52.3 +57.1 -61.7 +56.5 -612 +56.0 -60.7 +55.5 -80.3 +55.1 46 ft -67.4 +82.1 -65.7 +80.5 -64.6 +59.3 -83.7 +58.4 -82.9 +57.7 -62.3 +57.0 -61.8 +56.5 -61.3 +58.0 -60.9 +55.6 48 ft 58.0 +82.8 - 66.3 +61.0 -65.1 +59.8 -64.2 +58.9 -63.5 +582 -62.9 +57.5 - 62.3 +57.0 -61.8 +56.5 -61.4 +58.1 50 ft 58.5 +632 -66.9 +81.5 - 65.7 +60.3 - 64.8 +59.4 -64.0 +58.7 -63.4 +58.0 - 62.9 +57.5 -62.4 +57.0 -61.9 +58.6 52 ft -69.1 +63.7 -67A +62.0 - 862 +60.8 -65.3 +59.9 -64.6 +59.2 -63.9 +58.5 -83.4 +58.0 - 62.9 +57.5 -62.4 +57.0 54 ft - 69.7 +642 - 68.0 +62.5 -66.8 +61.3 -65.8 +60.4 -65.1 +59.6 -64.4 +59.0 -63.9 +58.4 -63.4 +57.9 -62.9 +57.5 58 ft - 702 +64.7 -68.5 +63.0 -67.3 +61.8 -66.3 +80.9 -65.6 +60.1 -64.9 +59.4 -64.4 +58.9 - 63.9 +58.4 -63.4 +57.9 60 ft -712 +65.7 - 69.5 +63.9 -68.3 +62.7 -67.3 +61.8 -66.5 +61.0 -65.9 +60.3 -65.3 +59,7 - 64.8 +59.2 -64.4 +58.8 EXTERIOR ZONE 5 PRESSURES Mean Roof Height DESIGN PRESSURES PSF) • Zone 5 10 15 20 Tributary Area (Sq Ft) l 40 45 50 25 30 35 0 -15 ft 18 ft -65.7 +49.0 - 66.6 +497 - 83.1 -812 +47.7 +46.8 - 63.9 -62.1 +48.4 +47.5 -59.8 +46.1 -60.6 +46.8 - 58.7 +45.5 -59.5 +48.2 -57.7 +45.0 - 58.5 +45.7 -58.8 +44.6 -57.6 +45.2 -56.1 +44.2 - 58.8 +44.9 -55.4 +43.9 -582 +44.5 18 ft -68.2 +51.0 -65.6 -63.6 +49.6 +48.7 -62.2 +47.9 51.0 +47.3 -59.9 +46.8 -59.1 +46.4 - 58.3 +46.0 -57.6 +45.8 20 ft -69.8 +52.1 -67.0 -65.1 +50.7 +49.8 -63.6 +49.0 -62.3 +48.4 -61.3 +47.9 -60.4 +47.4 -59.6 +47.0 -58.9 +46.7 22 ft -71.2 +532 -68.4 -66.4 +51.8 +50.8 -64.8 +50.0 -63.6 +49.4 -62.5 +48.8 -61.6 +48.4 50.8 +48.0 -60.1 +47.6 24 ft -72.5 +54.1 - 69.6 -67.6 +52.7 +51.7 -68.0 +50.9 -84.8 +50.3 53.7 +49.7 - 62.7 +49.3 -61.9 +48.9 -612 +48.5 26 ft -73.7 +55.1 -70.8 -88.8 +53.8 +52.6 -672 +51.8 - 65.9 +51.1 -64.8 +50.8 -63.8 +50.1 -63.0 +49.7 -622 +49.3 28 ft -74.9 +55.9 -71.9 -69.8 +54.5 +53A - 882 +52.6 -66.9 +51.9 -65.8 +51.4 -84.8 +50.9 - 64.0 +50.5 532 +50.1 30 ft -76.0 +56.7 -73.0 -70.9 +55.3 +542 -69.2 +53.4 -67.9 +52.7 -68.7 +52.1 - 65.8 +51.6 -64.9 +51.2 -64.1 +50.8 32 ft -77.0 +57.5 -74.0 -71.8 +56.0 +54,9 -70.2 +54.1 -68.8 +53.4 -67.7 +52.8 -66.7 +52.3 -65.8 +51.9 -65.0 +51.5 ft -78.0 +58.3 -74.9 -72.8 +56.7 +55.6 -71.1 +54,8 59.7 +54.1 -68.5 +53.5 -67.5 +53.0 -66.6 +52.6 -65.8 +522 36 ft -79.0 +59.0 -75.8 -73.6 +57.4 +56.3 -71.9 +55.5 -70.5 +54.8 -69.4 +54.2 -68.3 +53.7 -67.4 +53.2 -66.6 +52.8 38 ft -79.9 +59.6 -76.7 -74.5 +58.1 +57.0 -72.8 +56.1 -71.3 +55.4 -70.1 +54.8 -69.1 +54.3 -68.2 +53.8 -67.4 +53.4 40 ft 42 ft -80.7 +60.3 -81.6 +60.9 -77.6 -75.3 +58.7 +57.6 -78.4 -76.1 +59.3 +582 -73.5 +56.7 -74.3 +57.3 -72.1 +56.0 -72.9 +56.8 -70.9 +55.4 -71.6 +56.0 -69.9 +54.9 -70.8 +55A -68.9 +54.4 - 69.7 +55.0 -68.1 +54.0 -68.8 +54.5 44 ft -82.4 +61.5 -79.1 -78.8 +59.9 +58.7 -75.0 +57.8 -73.6 +57.1 -72.3 +58.5 -71.3 +56.0 -70.3 +55.5 -69.5 +55.1 46 ft -83.1 +62,1 -79.9 -77.5 +60.5 +59.3 -75.7 +58.4 -74.3 +57,7 -73.0 +57.0 -71.9 +56.5 -71.0 +56.0 -70.1 +55.6 48 ft - 83.9 +82.6 -80.6 -78.2 +61.0 +59.8 -76.4 +58.9 -74.9 +58.2 -73.7 +57.5 -72.6 +57.0 -71.6 +56.5 -70.8 +58.1 50 ft -84.6 +63.2 -81.3 -78.9 +61.5 +60.3 -77.1 +59.4 -75.6 +58.7 -74.3 +58.0 -73.2 +57.5 -72.3 +57.0 -71.4 +56.6 52 ft -85.3 +63.7 -82.0 -79.6 +82.0 +60.8 -77.7 +59.9 -762 +59.2 -74.9 +58.5 -73.8 +58.0 -72.9 +57.5 -72.0 +57.0 54 ft -86.0 +642 -82.6 -802 +62.5 +61.3 -78.3 +60.4 -76.8 +59.6 -75.5 +59.0 -74.4 +58.4 -73.4 +57.9 -72.6 +57.5 56 ft - 86.7 +64.7 -832 -80.8 +63.0 +61.8 -78.9 +60.9 -77.4 +60.1 -76.1 +59.4 -75.0 +58.9 -74.0 +58.4 -73.1 +57.9 60 R -87.9 +65.7 -84.5 - 82.0 +63.9 +62.7 -80.1 +61.8 -78.5 +61.0 -772 +60.3 -76.1 +59.7 -75.1 +59.2 -742 +58.8 WIND VELOCITY =150 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. m z m 0 c 8 m REMARKS INIT ISSUE DRWN CL CHKD FLB DATE 04/19/06 REVISE FOR 07 FBC TSB FLB 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, PE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 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. EAVE ROOF HEIGHT 0 0 CIA". • 111 RIMA a a PEAK ROOF HEIGHT MEAN ROOF HEIGHT ®--I ® 1 1 ELEVATION 1 WALL ZONE FIGURES 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING 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 59885 C FED 07201, MIAMI-DADE COUNTY, FLORIDA BUILDING CODE COMPLIANCE OFFICE CCO METRO -DADS FLAGLER BUILDING PRODUCT CONTROL DIVISION (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 NOTICE OF ACCEPTANCE (NOA) (305) 375-2901 FAX (305) 375 -2908 Cury -A -Tech Corporation w'-b�e���ne.com 930 West 23rd Street Hialeah, FL 33010 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 Tube Mullion - LMI APPROVAL DOCUMENT: Drawing No. M95 -19A, titled "Aluminum Tube Mullions ", sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, dated 12/07/95 with revision C dated 07/24/08, signed and sealed by Humayoun Farooq, 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 Division. MISSILE IMPACT RATING: LMI LEVIITATION:Thus NOA is not valid without the corporate seal of Cury -A Tech Corporation LABELING: Each unit shall bear a permanent label with the manufacturer's name or lo go, 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 Building Official. This NOA revises and renews NOA # 07- 0424.13 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Fitz A. Harris, P.E. NOA No. 08- 0813.08 Expiration Date: March 28, 2013 Approval Date: October 2, 2008 Page 1 Cury -A -Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M95 -19A, titled "Aluminum Tube Mullions ", sheets 1 through 5 of 5, prepared by AI- Farooq Corporation, dated 12/07 /95 with revision c dated 07/24/08, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per TAS 202 -94, Large Missile Impact Test per TAS 201,Cyclic Wind Pressure Loading Test per TAS 203, along with installation diagram of window prepared by Hurricane Engineering & Testing Inc., Test Report No. FTL 5636, dated June 13, 2008 signed and sealed by Carlos Rionda, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC- 2004 /2007, prepared by Al- Farooq Corporation, dated 07/22/08, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated July 22, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Letter of "No Financial Interest in Testing Laboratory", dated 7/22/08, signed and sealed by Humayoun Farooq,P.E. G. OTHER 1. Notice of Acceptance No. 07- 0424.13, issued to Cur-A -Tech Corporation for their Aluminum Tube Mullion, approved on 07/05/07 and expiring on 03/28/08. E -1 4— • ,ewe Fitz A.Harris, P.E. Product Control Examiner NOA No. 08- 0813.08 Expiration Date: March 28, 2013 Approval Date: October 2, 2008 -^j T 2.000 1.000 —' - .125 ate ,.790 1" r - .887 v 4.500 080 TYP. ?:- ,' .125 - �► 2.000 - 1.838 __,_ GLAZING PRODUCT 1.937 .125 - �! II,:, +l,,, a..\“,, .c l∎ +■ 1 X 2 X 1 EI 8083 -76 /8' ION - 4.ese TYPICAL L( LC- r- ltte;>t --r MULLION CLIP (5083 -75) MULLION CLIP (ALT. TO ANGLES) LEOS REMOVED CUP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MULLIONS. 1.000 1.000 r. 3.� -b a -•.125 WINDOW FRAME r` >,�t�1 1-3/4 X 4 -1/2 X .090° TUBE MULLION 8063 -76 128 r-1.4130 _ L_2 ---1 2.125 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS 2.000 .128 rn'' 2.OI0 HORIZ NTAL OR VERTICAL 2.125 SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 4.000 1 X3141/8` TUBE MULION 6083 -78 —1.480 MULUON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI -DARE COUNTY APPROVED IMPACT AND NON - IMPACT RESISTANT PRODUCTS. i 000 °'1YP.. 5.500 MULLION CUP (8083 -75) MULLION CLIP 4.000 (ALT. 10 ANGLES) LEDS REMOVED CLIP LENGTHS MUST BE CUT TO FIT SNUG @ff0 TUBE MULLIONS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE IEOUIREMENTS OF THE FILR9 BAWD CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HMO. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE ESISTA CE, SAFEGUARDS ETC. WATER INFILTRATION, FORKED CODE ENTRY REQUIREMENTS WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE P°,LOIAT :GYCrt,2 <.';:'- ANCHORS SHALL BE AS DIED, SPACED AS SHOWN ON DETAILS, EMBEDMENT E3 to iAYN9 t,;;;;; !:1o1;;2. TO BASE MAMMAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). Bw1<7ee,Cat:n A ,, p ANCHORING COND010FS OTHER THAN THOSE SHOWN W THESE OETAOS B 2.000 I 1 - .125 2 X 4 X 1 /B° TUBE MULLION 8083 -78 g m g e R 1111 1 ANGLE I 2.000 ---- ---- -- °°=III CUP (8083 -76) 2 1 X 4 X 1 /8° TUBE MULUON 606.1 -T6 s.0(X, '112 IMtl'BNo A6 NOT PART OF 18S APPROVAL •lam. A LOAD DURATION INCREASE M ALLOWABLE STRESS IS USED M DESIGN OF a� ANCHOR9 INTO WOOD ONLY. .--- 1.7� —• a CO>ffi'DO MA1ET81L5 INCUIDING BUT NOT LIM61E0 10 5IW./�I'AL =EMS THAT 00140 04f0 �1 OTHER DI R MATE IAIS SHALL THE REWREE18 OF T4 FLORIDA SE 4.000 • -> TIP. -- INCTRUC`T1ONS: THIS N0A 15 NOT VALID WITHOUT CORPORATE SEAL OF CURV -A -TECH CORPORATION AND A LABEL AFFIXED. - _ USE CHARS AND GRAPHS A9 FOLLOWS. .:.. .. "`. 4 • STEP t DETERMINE 0610N 1.0D REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STFp ,8 USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING Eno OR. muma 1N FAR060 9488018809 GAPJ. 'J838 tar AUG 0 0 2008 I ABOVE LOAD REQUIREMENTS. EMI USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL STEP 4 DESIGN GRAPHS M� TTHAN DEVON Leto SPECIFIED 1 -3/4 14 4 X .090 TUBE MULLION 8063 -T6 drowing no. M95 -19A 2 X 6 X 1/8' TUBE MULLION 6063 -78 IN STEP 1 ABOVE. U91N0 ANCHOR TYPES ON SHEET. 4, AND ANCHOR GRAPHS STEP 0 ON SHEET TYPE erre DESIGN 4 DESIGN LOAADDS SPECIRED I sheet 1 of 5 m m V) MULLION LOAD CHART 1'x2 "x1 /8' TUBE 6063 -T6 1X2X 8- /8 MU SP 4 20 30 40 S0 60 70 TRIBUTARY WIDTH - INCHES MULLION LDAO CHART 1-3/4 "x 4- 1 /2'x.090'TUBE 6063-76 T376X46 m MULLION LOAD CHART 1'x3'xl /B" TUBE 6063 -T6 1X3X 111\ ■11111111■ ■ ■ ■1■1■■ 11111111■∎■■■■■■�— ------- - - - - - ■\i■ \ ■■ \ ■■■■■ ■111111MI■N111■ ■■ I1 ■111111■1111■ ■1011■■ 111■■1.3 ■1 ■ ■ ■M1U■ INIIIIIMMICIM111111110111 ■1011■ ■1131■0■ ■ ■It 13111110;11211;1111111111111113111 ■,IIII0■■ ■I1101110■, 80 20 30 40 S0 60 70 80 TRIBUTARY WIDTH - INCHES IMAM 1111■►u1110111111■■11111111■ 11111111111111111111111111111111111111111111 ■ ■►\■►11 ■1111\1■M11■1111 1111111.1111111M111101111101111 11i ■1111111■■1■ ■105111M ■ ,11'11■•■ ■,1111 11�i■ ■101■1M■ ■ ■112 1111■\Y■.. ■I„ ■■ ■ \ ■ ■■ ■ ■\ ■ ■12..1111 ■ ■17 Mi1!1 ■ ■11011111■ 20 30 40 S0 60 70 80 TRIBUTARY WIDTH - INCHES m m .4 MULLION LOAD CHART 2- x4'xl /B -TUBE 6063 46 2X4X m tT 61 r m N: : \1 ■ ■► \It ■157 ■ ■■ '�� \■■�\ ■rte \�\ v■«r/1■►1■■■1111111■ 1■B111■■LINIIIIIIM ■,1■■„■■■ 11■=1111■ ■111101■■ i ■u`a■■ ■ ■■ ■m 1010 ■■ ■■ ►1011■■ ■11 ■►1111■■1116111111 ■ ■1`►!1111■11\■■ ■Iii ■ ■111111011111111►L\I•■ f, ill 20 30 40 S0 60 70 B0 TRIBUTARY WIDTH - INCHES Ch (T1 as r.3 IS N MULLION LOAD CHART 1'x4 "xl /B"TUBE 1 -3 /4- X4- X.090 -TUBE 6063 -T6 X1X4 IME /8 11111111 1„ ■ ■ ■■ ■'\ ■MINI■■, ■ ■■ ■111■■11111M■II■ ■■ 11■►11■1101110■■1113111■ l \ ■ \i'Zlm�i■ \ ■ ■ \`■ 1111111111u ■■311\\ ■ •1► ■1 ■\ \ ■ ■\ ■ \■ ■■ ■ii■ &u■ ■ ■� ■■ ■11■■■101■■rna■0■ 1 \■ MP1111■ ■11111,11■\ ■01 ■11131■ ■M`► ■ ■ •■ ■�,■�� ■ ■I�`� ■�t!!!0 ■ ■1110■ ■ ■111i 1111Vr1iM\,111■ ■M11\ ■■ 20 30 40 80 60 70 80 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHARTT 2" x 6" TUBE 6063 -T6 2XSX ■ ■■ ■ ■ ■\ \■1110 ■11\■\\■\\■■\\■■ 11111r ■111■ ■111■■311■ lIiHhIflhI. 111■ 01 � 1PRI ■'111'■1'■11, 1111111111111111111101111111116. ■ ■►fib \ ■ ■111\■ ■ ■, ■■, ■ ■'01 20 30 40 S0 60 70 TRIBUTARY WIDTH - INCHES CIMINO PRODUCT Wt ULMULLIION GLAZING PRODUCT W2 ARCHES TO BE INSCRIBED PISIBE RECTANGULAR SHAPE — HORIZONTAL 1 LU0N PRODUCT PRODUCT MU WON SPAN „.1 TYPICAL MULLION ARRANGEMENT$ WIDTH (W) o Wt + W2 2 NOL MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) t ANN 3383 AUG 0 6 20D6 MULLIONS A41=1 %WM to i1. I� 1 1 dpOw)ng no. M95-1 9A Divitiqo [Sheet tot s 1 ro m rl .-H 0 f'7 ANCHOR LOAD CHART ANCHORS TYPE A TYPEA 20 30 40 SO 60 70 80 TRIBUTARY WIDTH - INCHES ANCHORS TYPE E)1 OR GLAZING PRODUCT MUN 4DAZINO PRODUCT W1 ANCHORS 1 ABORC W2 ANCHORS TYPE ABORc m m ANCHOR LOAD CHART :11111 \���11�����111111111111 1111II11N1111Q► \11111111 111111\\VIIIII 11 \1111 11►` \ \1\ ►11\\1111\ \■1111111 ■ \1 \\ \1110101111 1111111 \ \ \11\\� \ \\�1E 11111MI INIM \ 11111111.01111111SMINIIM 11 ■11NWIE MENIMI 1111111111 \!. 11 EMU 111111111111ORMIMMENI IRIE .,"NNI, ANCHORS TYPE B TYPES 20 30 40 SO 60 70 80 TRIBUTARY WIDTH - INCHES NORIMINTAL MULLION ARCHP.S To BE SCR1SEo O440E RECTANGULAR SNAPS '7 " me -. C1AzINo PRODUCT ANCHOR CIAZINO PRODUCT LANCHORS TYPE A S OR C WON SPAN TYPICAL MU LION ARRANQEMENTS WIOTH (W) m W1 a + WE ANCHOR LOAD CHART morammunza 1111 111111 1111111 1110 11111111111111►111\`111111 "„6,,,, 11'., 11 1\ \1 \ \ ■\A\f111f► 111■\1111\ \11 \11 \ \11 \\ \1111111\ ■ \11111111■111\\ 11 \ \ \ \\ ►1111\ 1111MMIN M 1111111111111111 11111111\ \►.iii!\ ANCHORS T••1111"� �, ANCHORS 111111110r� TYPEC /8" 20 30 40 SO 60 70 80 TRIBUTARY WIDTH - INCHES ROL ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SIU. OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEET 4. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS Eror D FrOwycerMar it L_8667 AUG 0 6 2008 PROHJCer Mau, as fldij cra ngNe439i•"Iafi 8H'ia8 Ca,ia Amino= K I "E a6 Yn 0 w h Z r k JI• drawing no. M95 -19A 2% 2 x 1 /8' ALUM ANGLE I 14 2/ ANGLE ANCHORS TYPE 'A' MULLION MULLION 2 x 2 x 1/8' AWM ANGLE 2 -8/8' LONG 4/4'0 ULIRACON '1/ ANGLE 1. aQ AIM 18Y OR 28Y w000 80UCK • 4 • MAX. MULU NI 2 x 2 x i /8' ALUM ANGLE 1.800 14 ANGLE 2 x 2 x 1/8' ALUM ANGLE % 2/ANGLE ANCHORS TYPE 'B' MULu NI MULLION 2 % 2 x 1 //8" ALUM AN1AE 2 -8/8° LONG °.1 Ik' 0 UL7RACON 2/ ANGLE �' 112:1: —•a'- > if 1� IBY OR 2201 WOOD BUCK ANCHORS TYPE 'C' ULTRACON5 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU IBY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY ANCHOR EDGE DISTANCES; INTO CONCRETE AND MASONRY ®2 -1/2° MIN. INTO WOOD STRUCTURE ® 1° MIN. INTO METAL STRUCTURE ® 5/8" MIN. ,FLOATING MUUICN cuPS ALTERNATE TO ANGLES ALL CASES CUPS TO FIT SNUG INTO TUBE MULLIONS WOOD BUCKS NOT BY CURVATECH MUST SUSTAIN LOADS IMPOSED. Ern 02. HIALWOUN I'AROOG U Kt Z1151,88637 AUG 0 6 2008 algal! 4.qt, IP e ata fA O 3 z Z a! drawing no. M95 -19A sheet ¢of 5 ) ALUM ANGLE 2 X 3/4 X I /8• 1 -8 /B LONG FOR 2' TUB ) 2 -8/8° LONG OR 3° TUBE) 3 -8/8' LONG R 4', 8' & 8' TUBES) ACCESS HOLE 14 S.M.S 3/ 2/ ANGLE (CHART A ANGLE (CHART C)� 8) TUBE MUWON THIS SCREW CAN BE INSTALLED EITHER DIRECTIONm 1 2/ ANGLE CHART A & F.N. S.M.S. 8 3/ ANGLE (CHART C ANCHORS DETAIL #1 METAL TO METAL CONNECTION TUBE MULLION Enpn 08. RUMAYGUN FAROOQ VU �/ 1655V C.A.V. 7038 ATJG 0 0 200H PRODUCTIVEVSED IssnmalavilbeoRan Accepts= No for Espholloo Date t A Aleut u' C uu I drawing no M95 -19E (sheet g of 8