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WS-11-1817Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 167012 Permit Number: WS -10 -11 -1817 Scheduled Inspection Date: November 29, 2011 Inspector: Bruhn, Norman Owner: PERMENDER, SINGH Job Address: 920 NE 95 Street Miami Shores, FL Project: <NONE> Contractor: COASTLINE WINDOWS & DOORS Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (703)401 -9714 Parcel Number 1132060070010 Phone: (954)658 -5322 Building Department Comments REPLACE 7 WINDOWS WITH IMPACT TYPE WINDOWS Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 165097. Not complete (1) November 28, 2011 For Inspections please call: (305)762 -4949 Page 15 of 20 \ID I) BUILDING PERMIT APPLICATION FBC 20 Miami Shores Village Building Dep ent _2050 N.E.2nd Avenue, Miami Shores. Florida 33I3g Tel: (305) 795.2204 Fax: (303)756.3972 INSPECTION'S PHONE NUMBER: (305) 762,4949 Permit No, V\1 SIV1g11 Master Permit No, 7 0 4 2011 Permit Type: BUILDING OWNER: Name (lee Simple Titleholder): kridress:_ 90o /viz:. 9s' s/-- city:/---/-1.,z7,,,,, .S360e--s TenarteLCSbee Narne: Email: inume4: / 4 3 —2/ 97/ State: /de-J bry Zip: 'Phone*: JOH ADDRESS: 9(211,1Z__.9 ._.S-_,. City: Miami Shorvs County: Magi Dade -Zip: Foiio,Parcel#: ././- ...?.a 0 ca.2_7--0 0 /€9 is the Building Historically Designated: Yes NO )( CONTRACTOR: Company Nam Address:// E.- City: 4.... .A:::' State ._____10.2ejth.______Lip: Qualifier Name: .i. ... / IMF Phone0: .S—e-/- 7 74-.c-F,v State Certification Lir Registration *:e6 c.../s--/ 69 t i Cerriflcate of Com cony 0: Cermet Phoneg: _ S-2. j_c_1:22.21:26_0_Email Address: DESIGNER: ArehitectiEnaineer Flood Zone: Ph Value of Work for this Permit: S Type of Work: :QAddress Description of Work: u A net: Squarell.inear Footage of Work: ,311 ONew irReplace C3Deari lition COLOR THROUGII ROOE TiLE IS REQUIRED acknowledged by: *****A.******.,************,1,,k Submittal Fee $ Permit Fee S 6 4 CCF S CO/CC S Scanning Fee $ Radon Fee $ DIIPR S Bond $ Notary $ Training/Education Fee $ _ Technology Fee S Double Fee S Structural Review S TOTAL FEE NOW DUE S R CI .50 Bonding Company's Name fif icab Banding Company's Address City State Zip Mortgage Lender's Name Of applicable) Mortgage Lender's Address City State Zip APPicatioll is herebY made to obtain a permit to do the work and installations as indiatted. I certify that no work or installation has commenced prior to the issuance of a pertnit and that all work will be performed to meet the standards of all laws regulating construction in this jtIriSdietion. 1 understand that a sw irate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WILLIS, POOLS, FURNACES, ROWERS. HEATERS, TANKS and MR CONDMONMS, OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will he done in compliance with all applicable laws regulating consultation and zanMg. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CO 'I 1 NCEMENT MAY RESULT 1N 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." Vorice r 4ppiirant As' a condieirm to the issuance of a building permit with an estimated rahte c.u.verling $2500, the applicant must promise in pod ,filith that a cops of the notice of cOMMancement and construction lien law brochure win tt,e de/hoc-ea w the person tvhose properV is Sukeel to attachment Also, a certified copy of the recorded native of CVIdlliPairOYMIll MISS be pasted at the fob WM jr (.w ilTSPeCtiOn Which necurs seven 17.1 days afier the building permit is issued In the absence of such potted notice, the inspection will n.ar be Anproved and a reinspvc ti?e will he charged, Signature Owner or The foregoing instnaricrit was acknowledged before day of/fty 0_5 , 20 l/ , by fic/2-7 who is personally known to me or who has produced „or kb-,46-- As identification and who did take an oath, NOTARY PUBLIC: The forego day o Contractor ng instrument was acknowledged before me thisyd t/ who is perwItally known jo me or who has produced as identification and who did tak e. an oath. NOTARY PUBLIC: Sign: Prim: My Comm LOSI Notary Public - State of Florida .L; My Comm. Expires Aug 25, 2013 Commission # DD 918427 ,' Pr Oit RIA9MAI APPROVLD BY 4:;;4d /id ---.Z?" Reid tTh Cv0 Plans Examiner Structural Review vfrd (?f,V (1,200.9);Revis 5ic,9 xreviikv t Sign: S N AN 5 C. kV:Public - State ot Florida My Comm. Expires Aug 25, 2013 Commission # OD 918427 %sue onded Throu h National Notary Assn. Zoning Clerk CERTIFICATE OF INSURANCE DATE (MAINIM riYI 9/30/2011 PRODUCER PATRIOT RISK SERVICES, INC 200 R 13ROWARD BLVI) SUITE 2000 FT LAUDERDALE FL 33301 954-127-7000 THIS CERTIFICATE 15 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE cERTIP1CATE HOLDER. Tics CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER TH6 COVERAGE AFFORDED BY THE POLICIES BELOW, INSURERS AFFORDING COVERAGE INSURED Howard Leasing Inc 1JC1F Coastline I'Ylndaw tF boors Ine 6302 Manatee Avenue Newt Suite K Bradenton FL 34209 COVERAGES INSURER A: GUARANTEE INSURANt.:5 co. INSURER B: INSURER C: AMB# 300 INSURER D: INSURER E: TIM ANT ALL POLICIDS CONTRACT rtn or INIBI1tsues Lem GNAW W IIAYN MIN ISSUED TO THE MEMO NAASRD slum mu ToIR POLICY PRAM INDICATEb. NuTWTD1DTANDINU ANY REQUIRIt1EN1', TERM CO oteMMGN OP OR OTHER DOCUMENT WITS RESPECT TO WTRCZI THIS CDRTJP1CATR MAY 1111 IssUCD OA MAY PLOITALN, THE INSURANCE AFFORDED RY TIIP. POLTCIRS OTTSCREND UBABIN 1BBUBIIICTT0 m M$ Tare miniONRAND C0NDiT10N5 or DUCi1 MIAMI sauseOATE LIMITS mow MAY NAVE BEEN REDUCED RY PAID CLAIMS, I1SR LYR ADWL MUD WPC Of mum —"- POLICY NUMBER POUCY VACCINE DATPIllaunnreYvv) POUCYEXPIRATION pecoIwDc wYTY) Eset* QCCURItesce LBUTe MINERAL LIABILITT C4*.�91hAL airalutwauiv CLAIM a DAMAGE TQ NUM PICM S �_ MID P.XP (AIry ee, pi p m) S PERSONAL A ADV INJURY S . �. arm •pr'n GENERAL AOCREe)ATE $ • AlwArrox larr M' 711.MM 71.4C PR0D11 TS.00MP14PAEG $ AUIOMOBRe — LIABILITY ANY S ALLOWNCD AUTOS GRIM= LCD SRI W100 NMI AVMs NON.OWNED AUTOS COMBINED 8ttt0LE LIMIT (rachAtutlaq $ • fhs0 Penh Mesh a. BODILY EMMY (Px Assit Yn1 $ �_ - PAOPCD1YIMiMAo 1PerAcaldss() $ - DANA'S'S LIAIIILIre � ANYAIRO Auto 0*ILY -EA melees? 5 cane TIMN PA ACC 5 AUTO ONLY AGO 5 EXCEINAAMBRELLA L **FLIT Y OCCUR 0 CLAIMS MADE DCLWGTwL[ kETt+UtT10N s BACH OCCURRENCE AGGREGATE $ - A IL WORNRRS COMPDIAAT19M AND ENd+1.oYEtruAB61TY o ANY PROOPRI TORPARINEMBE ran, Penne under ennui. PXansIDNe teem OPEC/258000001.111 6.'1/2011 we SUN 011L • 10711.11/14 ea 6/1/2012 8 1.000,000 S 1,000.000 1.000.000 s OTI4ER DESCRIPTION OF OPERATIONS / LOCATIONS/VEHICLES / EXCLUSIONS ADDED BY Workma'wmpersatltm coverage is prattled by creamer to all employees of-Emu d Lewitt& btu assigned to Coastline Windows employers slut annoyed taut aasiBnld by Now-ad Leasing. Inc. to CoostIin. Window & Onols ins. a lstivc 111011:155 1 Fax 305-756-8972 CERT1PiCArs HOLLER • - ENDORSEMENT / SPECIAL PROVISIONS dL Dom Inc. Coverage dam not Apply to sny City UtMIRlni Shares 10050 NE 2nd Ave Miami Shunts. PL 33138 IAIOULD ANY OFIU15 ABM DESCRIBED pet ICIE9BE CANCELLED BEFORE TIN MORMON DATA11E111E04 THEIBMIDJO INSURER WILL ENDEAVOR TOMAE. ID DATE %TA T7EN NOIICD TO 110L GLRTWICACLT NOLDL'RNAMED TOT Earn am FAD,URR TO PQ T+) SIIALL IMPOEI1 NO ODL1OATUON OR LIABILITY OF ANY KIND UPON TITE Istvan. fl'A A0RNTBOR ast uLTSUNTATnNd. A. ...,maw .HfaFt ..,.,.n.c•WwTh Ac# 499678 STATE OF FLORIDA DEPARTMENT II RLISgSgZz O OyyOVL ATION CONSTRUCTION NDU TRYCENSING BARD SEQ# L10061600981 . DATE BATCH NUMBER LICENSE NBR 06/16/2010 090479818 CGC1516961 The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2012 SMID, KAREL Z COASTLINE WINDOWS & DOORS INC 1081 FLORANADA ROAD OAKLAND PARK FL 33334 . CHARLIE CRIST GOVERNOR DISPLAY AS REQUIRED BY LAW CHARLIE LIEM INTERIM SECRETARY Coastline Windows oo S .Inc. 1018 Floranada Rd. Ft. Lauderdale, FL 33334 Phone: 954- 776 -5827 Fax: 954 - 776 -5829 coastlinewindow@bellsouth.net QUOTATION 11 CONTRACT CV LEGAL OWNER OF PROPERTY 'PEEP( 66e 3 ■ /■)&14 JOB SITE ADDRESS q Q0 14E Q' e -I- CITY A: S14/1 5 ZIPS JOB SITE # WORK# CELLULAR # `103° -91 FAX # "=-TL (r),•,) Q/1/4.1 I j =NI3T'A 1IATEJn1 OF -7- LA) tI.14OW'S a 4 tigsb ST/4 i4T', O/.! mfr 3. Mu (( AD►� f3, .�k -( -r,� Nue 'r0 /�zra-r6✓Zkn#C 4 e� ►21c�,e s, 7' = # asO ul aA J 6 . �G i r F IJ tat„ A)2.s\E S�LL 'c�al�A U�)LII 13S 4CID, r,"/V C ®,i C.. ce Tt d ^S. 0 .,. • By By PERMIT & ENGINEERING ARE INVOICED SEPERATELY READ BEFORE SIGNING. ONLY WRITTEN AGREEMENT WILL BE HONORED. (rwtPnnial OF PROPERTY ONLY 08124// h BUYER'S "If this is a home solicitation sale, and you of want the goods services, you may cancel this agment by providing written notice to the seller in person, or by mail. This notice must indicate that you do not want the goods or services and must be delivered or postmarked before midnight of the third business day after you sign this agreement. If you cancel this agreement (within the three days) the seller may not keep all or part of any cash down payment.° ON REAR NOTICE OF CONSUMER RIGHT I HAVE READ AND UNDERSTAND THIS CONTRACT COMPLETELY, INCLUDING THE REVERSE SIDE, AND REE TO ITS TERMS. BUYERS INITIALS X Miersettraa INSTALLATION 50% DEPOSIT 25% DUE ON DELIVERY OTHER BALANCE DUE ON COMPLETION 3 sc). 1, i5= 00 Please make all checks payable to: Coastline Windo & Doors, Inc. WHITE - OFFICE / YELLOW - CUSTOMER P Nits Miami -Dade My Home My Home Show Me: Property Information Search By: Select Item • Text only [J Property Appraiser Tax Estimator Li Property Appraiser Tax Comparison Summary Details: Folio No.: 11 -3206- 007 -0010 Property: 920 NE 95 ST Mailing PERMENDER SINGH &W Address: NEETU SAINI Living Units: 920 NE 95 ST MIAMI Adj Sq Footage: SHORES FL Lot Size: 33138- Property Information: Primary Zone: 1100 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 3/3 Floors: 1 Living Units: 1 Adj Sq Footage: 2,355 Lot Size: 16,441.80 SQ FT Year Built: 1954 $0/$400,280 6 53 42 REDDING City: HEIGHTS SUB PB 45 -84 Legal LOT 1 LOT SIZE Description: IRREGULAR OR 18822- 1531 10 1999 1 OR 26553 -0503 0808 00 Assessment Information: Year: 2011 2010 Land Value: $187,878 $197,899 Building Value: $212,402 $183,194 Market Value: 0400,280 $381,093 Assessed Value: $400,280 $381 093 Taxable Value Information: Year: 2011 2010 $650,000 Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable Sales which are qualified Value: Value: Regional: $0/$400,280 $0/$381,093 County: $0/$400,280 $0/$381,093 City: $0/$400,280100/$381,093 School Board: $0/$400,280 $0/$381,093 Sale Information: Sale Date: 8/2008 Sale Amount: $650,000 Sale O /R: 26553 -0503 Sales Qualification Sales which are qualified Description: View Additional Sales Additional Information: Click here to see more information for this roperty: Community Development District Community Redevelnnment Area Page 1 of 2 ACTIVE TOOL: SELECT '' Aerial Photography - 2009 0 115 ft My Home I Property Information I Property Taxes I My Neighborhood I Property Appraiser Home 1 Using Our Site! Phone Directory 1 Privacy !Disclaimer d If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. Legend Property Boundary Selected N Property #✓ Street N Highway Miami -Dade County Water N W E http: / /gisims2. miamidade .gov /myhome /propmap.asp 9/29/2011 • Miami -Dade My Home Page 2 of 2 Empowerment Zone Enterprise Zone Zoning Land Use Urban Development Boundary Zoning Non -Ad Valorem Assessments Environmental Considerations http: / /gisims2. miamidade .gov /myhome /propmap.asp 9/29/2011 igin4(03 3.1 \/64. CATEGORY Engineering Services, Inc. 5 1600 S. Federal Highway. #207, Pompano Beach, FL 33062 (954) 784-6991 Tel / (954) 781 -5708 Fax CA #25854 2007 Florida Building Code ASCE 7 -05 Design Pressures for Components and Cladding Wind Veiociy (mph) 146 Importance Factor 1.00 Exposure Category C GCpi + Kd Mean Roof Height (it) Building Width (ft) Building Length (ft) Roof Slope (x12) Width of Edge Strip (ft) 0.18 0.85 15 60 80 3 6 Wall Openings Contractor Coastline Windows & Doors Prepared By AS Client Name Singh Location 920 NE 95 St Miami Shores, FL Our Ref CWD S1110927 Opening ID Opening Description Location Zone Opening Elev. (ft) Opening Dimensions Width (in) Height (in) Max. Positive Pressure (psf) Max. Negative Pressure (psf) la Picture Window Mulled (1 of 2) , 5 9 74 50 43.6 -56.5 1 b Casement Window Mulled (2 of 2) 5 9 37 50 45.7 -60.7 2 Casement Window 4 9 37 38 46.5 -50.4 3a Picture Window Mulled (1 of 2) 4 9 74 62 1/2 42.9 -46.9 3b Casement Window Mulled (2 of 2) 4 9 37 62 1/2 45.0 -49.0 4a Picture Window Mulled (1 of 2) 4 9 74 50 1/2 43.6 -47.5 4b Casement Window Mulled (2 of 2) 4 9 37 50 1/2 45.7 -49.6 Analysis by: Emma T. Mellinger, P.E. FL 501049 9/27/2011 Product Approval Review Form Address: - 990 j9S' Contractor-," A-r (T7' ,, o (( 1-76(c fr.?, S % 1D- Lot:- Block:- 6 S� Ci,q 4 • 0 .- • # Opening Location Size NOA Number NOA Design Pressuure rating Opening Required Pressure Rating Egress Requirement Shutter Requirement (Room Name) Width Height ( +) psf ( -) psf ( +) psf ( -) psf Yes No Yes No d,-"G`Cm J . 7 --_,‘5--- , j LET *' „4„/ 3-'7 510 0c, - % /,e; • d'./ } `J 1-s' 7 60:7 \ / t -',,,t 6 6 ; 14 s � ( 1 9 _ / d 1 3 ' o , J v 4‹ so, K �. i ' �` �r ��/ ' r�> - ��,-/ % 3 / s 1't' 3 0a,? $1:c -, f. s '' 3 7 (7. s '� - Id /1•1*`'' .ed >,K Ci `.. O 4 {) u yA ;� 7 9 �° J /v - /VIA, �s l 1. `�, 9% _S A k , 3 5"('-s 09 - ie),L , e1 () `Ko 'ff % '9 " )< • • • r f ;;•$run' ..i NOA I'A'r r :i plK•ar k J 4 iI su :l'.,n atte..hvr fl and a:. s , .Yrt Rev. 5/7/2009 BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION (BCAD) NOTICE OF ACCEPTANCE (NOA) T. M. Windows, LLC. 601 N.W. 12th Ave. Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The docuuentation submitted has been reviewed by Miami --Dade County Product Control Section 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 Section (In Miami —Dade Cotmty) 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 falls 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 Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "338" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W03 -52, titled "Series 338 Aluminum Fixed Window (L.M.L) ", sheets 1 through 5 of 5, dated 07/11/03, dated 03/03/11 with revision "II" dated 05 /23/06, prepared by AI— Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT BATING: Large and Small 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. MIAMI —DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26th Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315 -2599 www.miamIdade usuguiidia 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 NOA No. 08- 0917.08 and consists of this page 1, evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jairne D. Gascon, P. E. MIAMFDADE_ OUNTY =_ 7j S 11 APPROVED NOA No. 10- 1214.13 Expiration Date: January 08, 2014 Approval Date: March 31, 2011 Page 1 f 1 T. M. Windows. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -52, titled "Series 338 Aluminum Fixed Window (L.M.I.) ", sheets 1 through 5 of 5, dated 07/11/03, dated 03/03/11 with revision "1I" dated 05/23/06, prepared by AI- Farooq Corporation, signed and sealed by Javad Ahrnad, P. E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Series 338 Aluminum Fixed Window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5276, dated 07/06/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07- 1120.10) 2. Test reports on 1) Air Infiltration Test, per SFBC, PA 202 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 3) Water Resistance Test, per SFBC, PA 202 4) Large Missile Impact Test, per SFBC, PA 201 5) Cyclic Wind Pressure Loading, per SFBC, PA 203 Along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratories, Inc., Test Reports No.'s FTL -2782 (FTL00114), FTL -2784 (FTL00140) and FTL -3803 (FTL03072), dated 11/06/01 and May 22, 2003, FTL -2782 and FTL -2784 respectively, signed and sealed by Luis Figueredo, P. E. and FTL -3803 signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA No. 03 -0925.04) 3. Test reports on 1) Air Infiltration Test, per SFBC, PA 202 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 3) Water Resistance Test, per SFBC, PA 202 4) Large Missile Impact Test, per SFBC, PA 20I 5) Cyclic Wind Pressure Loading, per SFBC, PA 203 Along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by American Testing Lab of South Florida, Test Report No. ATL 0806.02 -02, dated 09/24/02, signed and sealed by William R. Mehner, P. E. (Submitted under previous NOA No. 03- 0925.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al-Farooq Corporation, dated 10/28/10, signed and sealed by Javad Ahmad, P. E. Complies with ASTM E1300 -02/ 04 E -1 Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 10- 1214.13 Expiration Date: January 08, 2014 Approval Date: March 31, 2011 t T. M. Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0413.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26/2010, expiring on 01/14/12. 2. Notice of Acceptance No. 10- 0922.09 issued to E.I. DuPont DeNernours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. 3. Notice of Acceptance No. 10-0331.02 issued to Cytec Industries, Inc. for their "Uvekol S Laminated Glass Interlayer", dated 05/05/10, expiring on 02/08/14. F. STATEMENTS 1. Statement letter of confonnance, no financial interest and compliance with the FBC 2007, dated October 28, 2010, signed and sealed by Javad Ahmad, P. E. 2. Name change from T. M. Window & Door, LLC to T. M. Windows, LLC, in conformance to BCAD guidelines dated 10/28/10 on file. 3. Laboratory compliance letter for Test Report No. FTL -5276, issued by Fenestration Testing Laboratories, Inc., dated 07/06/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07- 1120.10) 4. Laboratory compliance letter for Test Reports No.'s FTL -2782 (FTL00114), FTL-2784 (FTL00140) and FTL -3803 (FTL03072), issued by Fenestration Testing Laboratories, Inc., dated 11 /06/01 and 05/22/03, FTL -2782 and FTL -2784 respectively, signed and sealed by Luis Figueredo, P. E. and FTL -3803 signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA No. 03- 0925.04) 5. Laboratory compliance letter for Test Report No. ATL 0806.02 -02 issued by American Testing Lab of South Florida, Inc., dated 09/24/02, signed and sealed by William R. Mehner, P. E. (Submitted under previous NOA No. 03- 0925.04) G. OTHERS 1. Notice of Acceptance No. 08- 0917.08, issued to T. M. Window & Door, LLC for their Series "338" Aluminum Fixed Window L.M.I", approved on 05/06/09 and expiring on 01/08/14. Jaime D. Gascon, P. ' . Product Control Section Supervisor NOA No. 10-1214.13 Expiration Date: January 08, 2014 Approval Date: March 31, 2011 E -2 (shoat 1 of 5 ) SERIES 338 ALUMINUM FIXED WINDOW DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 AND 3. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED /FIXED OR FIXED WITH OTHER MINI -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. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HUHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS 111CLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT CAME INTO CONTACT WITH OTHER DISSIMRAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4, 2411.3.3 AND 2326.2. 6° MAX FROM ENDS FALSE MUNTINS SURFACE APPLIED OPTIONAL 1 1 I r 10 -I /2° MAX. HEAD /SILL _11 1, -- ^t1 yt —t II II 11 11 ,1 11 1, 11 11 1 11 II 11 s ,1 a I1 11 II JI 11 11 11 yL = = = =yl ft II , ll I, 11 11 11 11 11 1 11 I, 1 11 11 I 11 1' 11 11 11 1 11 11 11 11 11 11 11 11 1� 11 II 11 11 11 11 11 II 1 11 u .I D.L. OPG. WINDOW WIDTH TYPICAL ELEVATION THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. PROlI1JC!'RBTA9� mmp1W ovitt FIst614 Solsp,S000No. • �+ ta‘V A 1 n 1 a b� el ffi a e 0 drawing no. W03 -52 1 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE A' GLASS TYPE IT WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE 'B' VIDTH LENGTH EXT. t+) INT. (-) EXT. (+) INT. 4 -) WIDTH LENGTH EXT. 0) INT. CO EXT. (+) INT. (X) 38° 42' ° 48 54° 80° 88° 72" 48" 80.0 80.0 80.0 80.0 19 -1/8' 26 -1/2° 37" 53 -1/8' 26• 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 800 80.0 80.0 80.0 72.1 72.1 80.0 80.0 80.0 80.0 80.0 80.0 72.1 72.1 80.0 80.0 80.0 810 80.0 80.0 05.1 89.1 80.0 800 19 -1/8• 28 -1/2" 37 " 53 -1/8" -3/8 80.0 80.0 80.0 80.0 58.0 58.0 80.0 80.0 800 80.0 80.0 80.0 X X X X 80.0 80.0 80.0 80.0 80.0 80.0 38" 42° 48' 94" 60° es" 80° 717 73.7 80.0 80.0 80.0 80.0 80.0 80.0 816 68.6 80.0 80.0 19 -1/8° 28 -1/2° 37° 53 -1/8" 50 -5 /8 80.0 80.0 80.0 80.0 65.1 85.1 80.0 80.0 80.0 80.0 80.0 80.0 80.9 80.9 78.9 78A 80.0 80.0 80.0 80.0 X X X X 70.7 70.7 08.3 88.3 80.0 80.0 X X x x 70.7 70.7 19 -1/8' 28 -1/2" 37° 53 -1 /8' 634 80.0 80.0 80.0 80.0 36' 42° 48" 54° 72° 55.8 55.8 80.0 80.0 80.0 80.0 80.0 80.0 53.8 53.6 60.0 80.0 68.2 88.2 80.0 80.0 x x X X 80.0 80.0 X 8 X x 80.0 80.0 X X x X 78.5 78.5 19 -1/8° 26 -1/2" JT 53 -1/6° 74 -1/4° 80.0 80.0 80.0 80.0 38• 42° 48° 53' 77" 52.0 52.0 80.0 80.0 78.8 78.6 80.0 80.0 49.3 49.3 80.0 80.0 93.3 53.3 80.0 80.0 X X x X 80.0 80.0 x x X X 80.0 80.0 X X X X 80.0 80.0 19 -1/8° 28 -1/2' 37° 53 -1/8' 774 80.0 80.0 80.0 80.0 36° 42° 48' 84" 47.6 47.8 80.0 80.0 78.2 76.2 80.0 80.0 X x X x 80.0 80.0 51.2 51.2 80.0 80.0 X X X X 80.0 800 x x x x 80.0 80.0 36° 42' 90. X X X x 80.0 80.0 NOTE: EXTERIOR PLY OF GLASS TYPE 'A' MUST BE TES TO QUALIFY FOR SMALL MISSILE IMPACT. x X X X 80.0 80.0 38° 102° x x X x 80.0 80.0 38' 108° x x X x 80.0 80.0 3/18° ANN. CLASS 1/2' AIR SPACE 1/8° ANN. GLASS .090° INTERLAYER BUTACITE PVB BY 'DUPONT' 1/8° ANN. GLASS SILICONE GE 7700 GLASS TYPE 1" NOMINAL NSA. LAM. GLASS 3/18" TEMP. CLASS 1/4° AIR SPACE 3/16° HEAT STREN'D GLASS .090° INTERLAYER SENTRYGLAS PWS BY 'DUPONT' 3/18° HEAT STREN'D GLASS L w ECM WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS). PERED SILICONE GE 7700 GLASS TYPE °B' 15/16° NOMINAL 1NSUL. LAM. GLASS SILICONE DOW CORNING 995 GLAZING OPTIONS CO DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'C' WINDOW DIMS. GLASS TYPE '0' VIDTH LENGTH EXT. 4+) INT. 4 -> WIDTH LENGTH EXT. (+) INT. (X) 36° 42" 48° 54° 60' 88" 72' 48° 75.0 75.0 75.0 75.0 79.0 75.0 75.0 75.0 18 -1/8° 28 -1/2° 37' 53 -1/8° 28° 79.0 75.0 79.0 75.0 79.0 75.0 75.0 73.0 75.0 75.0 75.0 75.0 75.0 75.0 36° 42' 48" 54• 60° 86° 72' 80' 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 72.0 72.0 19 -1/8° 28 -1/2" 37" 53 -1/8° 38 -3/8" 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 19 -1/8° 28 -1/2° 37" 53 -1/8" 50 -5/8° 75.0 75.0 75.0 75.0 75.0 75.0 750 75.0 72.0 720 72.0 72.0 38" 42" 48" 94° 60" 72" 75.0 75.0 75.0 750 19 -1/8' 26 -1/2" 37' 53 -1/8• 83" 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 72.0 72.0 38° 42° 48" 54" 84° 75.0 75.0 19 -1/8° 26 -1/2" 37° 53 -1/8° 74 -1/4° 79.0 79.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 750 790 75.0 78.0 36' 42° 48° 98° 75.0 75.0 75.0 75.0 75.0 75.0 38" 42' 102' 75.0 750 75.0 75.0 38° 42' 108° 75.0 790 75.0 75.0 38° 114' 79.0 75.0 36" 120" 75.0 75.0 38" 126° 75.0 75.0 3/16° HEAT STREN'D GLASS .120 INTERLAYER UVEKOL -U0. RESIN 3/16° HEAT STREN'D GLASS SILICONE TREMCO TREMGLAZE 5500 engr: i1AV ' GLASS TYPE '0' 4 2011 'RODUOTREVISED a Iho Florida teseptencoNo Date ,:. 20, 8 .Y 8 0 8 8 S a i 0 1 drawing no. W03 -52 (sheet 2 of 5 (sheet 3 of 5 ) DESIGN LOAD CAPACITY - PSF WINDOW DINS. GLASS TYPE 'F" GLASS TYPE '0' GLASS TYPE '11' GLASS TYPE 7 WIDTH LENGTH EXT. (4) INT. ( -) EXT. (4) INT. ( -) EXT. (4) INT. ( -) EXT. (4) INT. ( -) 38" 42' 48" 54" 60" 68" 72' 48" 80.0 80.0 80.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 76.5 76.5 90.0 90.0 90.0 111.0 90.0 135.0 38° 42' 48' 64" 60" 88" 72' 60" 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 71.1 71.1 80.0 80.0 80.0 98.7 80.0 124.4 84.0 64.0 72.0 72.0 72.0 88.8 12.0 112.0 64.0 84.0 72.0 72.0 72.0 88.8 72.0 112.0 64.0 64.0 72.0 72.0 72.0 88.8 72.0 112.0 36' 42° 48" 54° 60" 72' 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 76.5 78.5 90.0 90.0 90.0 111.0 90.0 135.0 71.1 71.1 80.0 80.0 80.0 98.7 80.0 124.4 64.0 64.0 72.0 72.0 72.0 88.8 72.0 112.0 38' 42" 48" 64" 84, 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 69.8 69.8 90.0 90.0 90.0 111.0 90.0 137.1 65.4 65.4 90.0 90.0 90.0 111.0 90.0 126.0 64.1 64.1 80.0 80.0 80.0 98.7 80.0 117.9 36" 42" 48° 96° 75.9 75.9 90.0 90.0 90.0 111.0 90.0 140.0 64,3 64.3 90.0 90.0 90.0 111.0 90.0 131.7 59.8 59.8 90.0 90.0 90.0 111.0 90.0 120.0 38" 42° 102" 73.9 73.9 90.0 80.0 90.0 111.0 90.0 140.0 64.5 64.5 90.0 90.0 90.0 111.0 90.0 137.1 36° 42° 108° 74.1 74.1 90.0 90.0 90.0 111.0 90.0 140.0 61.3 61.3 90.0 90.0 90.0 111.0 90.0 127.7 39" 114" 74.0 74.0 90.0 90.0 90.0 111.0 90.0 140,0 38" 120" 74.0 74.0 90.0 90.0 90.0 111.0 90.0 140.0 38° 128° 72.7 72.7 90.0 90.0 90.0 111.0 90.0 140.0 3/18" ANN. GLASS .090` INTERLAYER .JTACITE RIB BY 'DUPONT' 3/18' ANN. GLASS SILICONE TREMCO SPECTRUM 2 GE 7700 GLASS TYPE 'F' 3/16° HEAT STREN'D GLASS 090" INTERLAYER 8UTACITE PVB BY 'DUPONT' DESIGN LOAD CAPACITY - PSF WINDOW DINS. GLASS TYPE 'F' CLASS TYPE '0' GLASS TYPE 'H' GLASS TYPE '3' WIDTH LENGTH EXT. ( +) INT. OD EXT. (42 INT. (X) EXT. (4) INT, (X) EXT. (4) INT. (X) 19 -1/8" 26 -1/2" 37' 53 -1/8° 46" 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 19 -1/8" 26.1/2° 37° 83 -1/6" 38 -3/8" 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0' 90.0 90.0 90.0 111,0 90.0 140.0 19 -1/8' 26 -1/2" 37" 53 -1/8" 55/8° 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 75.9 75.9 85.3 85.3 85.3 109.2 85.3 132.7 19 -1/8° 26 -1/2° 37° 53 -1/8' 66" 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 72.3 72.3 91.3 81.3 81.3 190.3 81.3 128.$ 19 -1/8' 26 -1/2' 37" 53-1/8' 74 -1 /4' 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 71.4 71.4 81.3 81.3 81.3 100.3 81.3 128.5 3/18" HEAT STREN'D GLASS SILICONE TREMCO SPECTRUM 2 GE 7700 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS). 3/16" HEAT STREN'D PASS 3/16' TEMP. GLASS .090' INTERLAYER .090" INTERLAYER SENTRVOAS PLUS BY 'DUPONT' SENTRYGIAS PLUS BY 'DUPONT' 3/16° HEAT STREN'D GLASS 3/16" TEMP. GLASS L w NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. SUCONE SILICONE TREMCO SPECTRUM 2 TREMCO SPECTRUM 2 GE 7700 GE 7700 GLASS TYPE 'G' GLASS TYPE "II' GLAZING OPTIONS GLASS TYPE '1' 1 10. g 1 119:-- 8gBg 4 1;0 1c drawing no. W03 -52 IBY WOOD BUCK TYPICAL ANCHORS SEE at FOR SPACING EXTERIOR 11 1 11 WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING. STRUCTURE. Art 2 -3 /B' MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING ___________ I MUM-OAOE -COUNTY- APPROVED I I 11 MUUJON & MULUON ANCHORS 11 1I SEE SEPARATE NOA '� I 4 ins TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY '1TW' (Fu =120 KSI. Fy®92 KSI) 1/4" DIA. ULTRACON BY 'ELCO' (Fu =177 KS1. Fy =155 KSI) INTO 2BY WOOD BUCKS OR W000 STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU IBY BUCKS INTO CONC. OR MASONRY 1 -t /4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLJONS (MIN. THK. = 1/8°) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -3/8° MIN. INTO WOOD STRUCTURE o 1 ° MIN. INTO METAL STRUCTURE = 3/4° MIN. CONCRETE AT HEAD, SILL OR JAMBS Fe = 3000 PS1 MIN. C -90 HOLLOW /FILLED BLOCK AT JAMIE I'm = 2000 PSI MIN. SEALANT: FRAME CORNERS SEALED WITH ACRYLIC SEALANT. engn, JAVAD• AWMA° •. RI* pCEARL � O.A. F , 1 T.'ODUCT RBWSED L.,? complying WNl am FfmIAB No O• Alk rcqmm �fIR' I , 2111 V M S 1 1 droning no. W03 -52 (sheet 4 of 5 3.375 082 ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLE@ /REMARES. I GW- 35277 -A 4 'WINDOW FRAME 8083 -18 - 2 1288 AS RECD. GLAZING STOP TUBE 8083 -15 - 8 •10 X 1' - FRAME ASSEMBLY SCREWS - P.H. SUS 8 TM -174 AS REOD. (KAZINO BEAD (LAM. (RASE) 8083 -7S - 9 - AS REOD. TEAM BEAD (WSUL LAM. GLASS) 8083 -18 - 1.858 0 WINDOW FRAME 0 GLAZING STOP TUBE GLAZING BEAD (NAM. GLASS l/4' Max. TYPICAL ANCHORS SEE ELEV. FOR SPACING IBY WAD BUCKS EXTERIOR ILL OPG. WINDOW WIDTH 4 TYP. CORNER DETAIL 1/4° MAX. SHIM METAL STRUCTURE Ear: avaD A3111AD awyL FI c:A�N.j]870502 11 TYPICAL. ANCHORS SEE ELEV. FOR SPACING 91 oarPIYMB Ihe Florida AmNytencvNa •••' Rgdradon 04"u 8 1 2 6 drawing no. W03 -52 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T.M. Window & Door LLC 601 N.W. 12th Ave. Pompano Beach, FL 33609 SCOPE: 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.tov/buildin!code 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 515 Outswing Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W06 -30, titled "Series 515 Aluminum Casement Window (L.M.I.) ", sheets 1 through 6 of 6, dated 04 /14/06 with revision C dated 08/27/09, prepared by Al Farooq Corporation, signed and sealed by Arshad Viqar, 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: Large and Small 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 revises NOA # 08- 0506.11 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. GLrl APPROVED NOA No. 09- 1015.02 Expiration Date: May 01, 2013 Approval Date: January 27, 2010 Page 1 T.M. Window & Door LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W06 -30, Sheets 1 through 6 of 6, titled "Series 515 Aluminum Casement Window (L.M.I.) ", dated 04 /14/06 with revision C dated 08/27/09, prepared by Al- Farooq Corporation, signed and sealed by Arshad Vigar, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a series 515 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5404, dated 11/16/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA# 08- 0506.11) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 515 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4891, dated 04 /13/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0614.03) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 515 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4890, dated 04/13/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0614.03) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Test Report No. ATL 0806.01 -02 dated 09/24/02, signed and sealed by William R. Mehner, P.E. (Submitted under NOA# 01- 1129.03) .._ice i Man 1 Per .„ P.E. Product Contro - miner NOA No. 09- 1015.02 Expiration Date: May 01, 2013 Approval Date: January 27, 2010 E -1 T.M. Window & Door LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 8/26/09, signed and sealed by Arshad Viqar, P.E. Complies with ASTM E1300 -98/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored interlayer" dated 05/04/06, expiring on 05/21/11. 2. Notice of Acceptance No. 07- 1116.11 issued to Saf —Glas, LLC for their "SAF —GLAS Polycarbonate Laminate ", dated 12/27/07, expiring on 12/16/12. 3. Notice of Acceptance No. 09- 0310.02 issued to Cytec Industries, Inc. for their "Uvekol S Laminated Glass Interlayer", dated 04/02/09, expiring on 02/08/10. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated August 25, 2009, signed and sealed by Arshad Vigar, P.E. 2. Laboratory compliance letter for Test Report no. FTL -4891, issued by Fenestration Testing Laboratory, Inc., dated April 17, 2006, signed and sealed by Edmundo Largaespada, P.E. 3. Laboratory compliance letter for Test Report no. FTL -5404, issued by Fenestration Testing Laboratory, Inc., dated December 19, 2007, signed and sealed by Carlos S. Rionda, P.E. G. OTHERS 1. Notice of Acceptance No. 08- 0506.11, issued to T.M. Window & Door LLC for their Series "515" Outswing Aluminum Casement Window — L.M.I., approved on 06/05/08 and expiring on 05/01/13. E -2 Manuel Pe . .E. Product Control er NOA No. 09- 1015.02 Expiration Date: May 01, 2013 Approval Date: January 27, 2010 (c} THESE WINDOWS ARE RATED FOR LARGE & SUN I MISSILE IMPACT. SHUTTERS ARE NOT REOUIRED. SERIES 515 ALUMINUM CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE CASEMENT WINDOWS. ALSO COMBINATIONS OF CASMT /CASMT OR CASMT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOOTY HUR(BGLNE ZONE (HVH2). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LOOTED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS $HALL MEET THE REQUIREMENTS OF 2007 FLORIDA 8100. CODE SECTION 20018.4. 10 3/B MAX. HEAD SML SINGLE VENT WDW, 4" MAX HEAD /SILL CORNERS 72 1/4" WINDOW WIDTH 35" 35" VENT WIDTH VENT WIDTH 30' D.L. OPG. WIDTH A) 30" Dl. OPC. WIDTH / c> l O.L. OPENINGS DLO HT. - WOW. HT - 7.8" DLO W. (SINGLE VENT) WEI1. W - 7• DLO W. (DUAL VENT) = WDW. W/2 - 6.125" t- fi — '143/ MAX. / 8' BUTT HINGES AT SASH (2) FOR WOW. HT. UPTO 48' (3) FOR WOW. HT. UPTO 72" LOCKS AT SASH HEAD \_(2) FOR WOW. HT. UPTO 48" SILL (3) FOR WOW. HT. UPTO 72' DUAL VENT WDW, LAMINATED GLASS LARGE MISSILE IMPACT Engrt 884880 VICAR CML FLA. N. AN. 3519 v-( AUG 31 2009 r %.u1f 1 Z 11 I A Y a 844 51 A 8 • v S 6 eon u s ^'r 1 � droning no. 1 W06 -30J �eei 1 or 6 ) DESIGN LOAD CAPACITY - PST FOR (X ) SIZES SIZES GLASS TYPE GLASS TYPES WINDOW D1H3. 'C' 'B'. '8 & 'E' WIDTH HEIGHT EXT.(4) 1NT.( -) E10.( +) 1M.( -) 19 -1/8" 62.0 62.0 _ 62.0 80.0 80.0 26 -1/2" 82.0 82.0 62.0 80.0 - 80.0 37" 62.0 62.0 62.0 80.0 80.0 19 -1/8" 3813) 8' 62.0 62.0 80.0 80.0 26 -1/2" 62.0 82.0 62.0 80.0 80.0 37' _ 62.0 62.0 62.0 80.0 80.0 19-1/8" 5°-(45(8 • 62.0 62.0 80.0 80.0 26 -1/2" 62.0 82.0 620 80.0 80.0 37" 62.0 62.0 62.0 80.0 80.0 19 -1/8" 62.0 62.0 62.0 80.0 80.0 26 -1/2• (5� 62.0 620 80.0 80.0 37' 62.0 62 0 82.0 80.0 80.0 19 -1 /8' 74 -1/4" 62.0 62.0 80.0 80.0 26 -1/2' (6) 62.0 62.0 80.0 80.0 30' 74-1/7"(6) 62.0 62.0 800 80.0 18' 48.8 62.0 62.0 80.0 80.0 24 24" 62.0 62.0 60.0 80.0 30" (2) 62.0 62.0 80,0 80.0 36" 45.5 620 62 0 80.0 80.0 18" 32.7 62.0 62.0 80.0 600 24" 36' 62.0 62.0 _ 60.0 80.0 30 (3) 62.0 62.0 80.0 60.0 36' 62.0 62.0 62.0 80.0 80.0 18' 62.0 62.0 62.0 80.0 80.0 24' 48" 62.0 62.0 80.0 80.0 30' (4) 62.0 62.0 80.0 80.0 36" 82.0 62.0 62.0 80.0 IT O-0 18' 62.0_ 62.0 82.0 80 0 60.0_ 24" 62.0 _ 62.0 80.0 80.0_ 30" (5) 62.0 _ _62.0 80.0 80.0 38' 62.0 820 62 0 80.0 80.0 18" 820 620 62 0 80.0 80.0 24• 63" 62.0 620 80.0 800 30' (5) 62.0 62,0 80.0 80.0 36" 620 62.0 62.0 80.0 80.0 18' 62.0 62.0 62.0 80.0 80.0 24" 72" 62.0 62.0 80.0 80.0 30' (6) 82.0 620 8_0.0 80.0 36" 62.0 62.0 _ 620 _ 800 _ 800 37" 72'(6) 62.0 62.0 80.0 80.0 () 0 NO. OF ANCHORS PER JAYS WINDOW W. r MOTH DTH \ I \ I \� x xx APPROVED CONFIGURATIONS DESIGN WAD CAPACITY - PSF FOR ( XE ) SIZES WINDOW DIM. GLASS TYPE 'C' GIA55 '8'. TYPES 0 & 'E' WIDTH HEIGHT EXT.(4) INT.( -) EXT.( +) 1NT.(-) 26 -1/2• 62.0 62.0 80.0 80.0 37" 26- 82.0 62.0 80.0 80.0 53-1/8" (2) 62.0 62.0 80.0 80.0 74' 62.0 62.0 80.0 80.0 26 -1/2• 62.0 62.0 80.0 80.0 37" 38_3/8" _ 62.0 62.0 80.0 60.0 53 -1/8• (3) 62.0 82.0 80.0 800 74" 62.0 62.0 80.0 80.0 26 -1/2" 62.0 62.0 80.0 80.0 37" 50 -5/6" 62.0 62.0 80.0 80.0 53-1/8" (4) 62.0 62.0 80.0 80.0 74" 62.0 62.0 80.0 80.0 28 -1/2" 62.0 62.0 80.0 80.0 37" 63• 62.0 62.0 80.0 800 53 -1/8" (5) 82.0 62.0 67.9 67.9 74' 48.8 48 8 48.8 _ 48.8 28-1/2" 62.0 62.0 80.0 80.0 37" 72' 624 62.0 65.4 65.4 53 -1/8' (6) 45.5 45.5 45.5 45.5 74' 32.7 32.7 32.7 32.7 24' 62.0 82.0 80.0 80.0 36" 24" 62.0 62.0 80.0 80.0 48" (2) 62.0 62.0 80.0 80.0 60' 62.0 62.0 800 80.0 72' 62.0 62.0 80.0 80.0 24' 62.0 62.0 80.0 80.0 36" 82.0 62.0 80.0 80.0 48" (3) 62.0_ 62.0 _ 60' 62.0 62.0 _80 80.0 _ _800 80.0 72' 62.0 62.0" __ 80.0 80.0 24' 62.0 62.0 80.0 80.0 36' 48, 820 62:0 80 0 800 48 (4) 62.0 62.0 80.0 80.0 60" 62.0 62.0 80.0 80.0 72' 620 62.0 60.0 80.0 24• 62.0 62.0 800 80.0 36• sa. 82.0 62.0 80.0 800 48- (5) _ 62.0 62.0 80.0 80.0 60' 62.0 62.0 69.6 69.6 77" 5BA 5858.0 58.0 58.0 24" 82.0 62.0 80.0 80.0 38' 63' 62.1 62.0 80_0 80.0 48' (5) 62.0 62.0 75.2 75.2 60" 60.2 60.2 60.2 602 72' 50.1 50.1 50.1 50.1 24' 82,0 62.0 80.0 80.0 36' 72. 62.0 62.0 67.2 672 48" (6) 50.4 50.4 50.4 50.4 60' 40.3 40.3 40.3 40.3 72' 33.6 33.6 33.6 33.6 () 80. OF ANCHORS PER JAMS SILICONE DOW CORNING 995 TREUCO TREYGLAZE 500 3/18• ANN. GLASS .015" URETHANE ADHESIVE .070" INTERLAYER 'SAF -GLAS' POLYCORBONATE .015" URETHANE ADHESIVE 3/16• ANN. GLASS SILCONE 0081 CORNING 995 TREMCO TREMGIAZE 500 GLASS TYPE :D.: SILICONE -DOW CORNING 995 TREUCO TREHGLAZE 500 3/18' HEAT STREN'D GLASS 120' INTERLAYER LNEKOL -UO RESIN 3/16" HEAT STREW() GLASS SILICONE DOW CORNING 995 TREMCO TRE4GLAZE 500 GLASS TYPE 'D' GLAZING OPTIONS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 GLASS TYPE_' Emir ARSHAD VIOAR CWIL FLA PE 8 88633._ C.A.N. 3539 AUG 3 1 2009 J 0 D a g o^ o`mffi o - eo g sitij Growing no 1 W06 -30J � heet 2 oT 6 ) If TYPICAL ANCHORS SEE ELEV. FOR +G BUTT BINGE OPTION CONCEALED BINGE OPTION MANI -OADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS 1 1. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1 /4" DIA. ULTRACON BY 'ELCO' (Fu.177 KSt. Fy ..155 KSI) INTO 2BY W000 BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY 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 914 SMS OR SELF DRILLING SCREW (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULUONS (MIN. THK. _ .090 ") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1 -1 /2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. CONCRETE AT HEAD. SILL OR JAMBS Ye - 3000 PSI MIN. C -90 HOLLOW /HUED BLOCK AT JAMBS Cm 2000 P51 MIN. SEALANTS: AU. JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. Env: ARSHAD VICAR Ova FLA. AN / s AUG 3 1 2009 8 8 9 < m u 1 � a § dr0w ng V06 -30 j (sheet 3 Hs1 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4- MM. SHOTS ,/4• SHOT MAX. TYPICAL SEE EL FOR SPACING EXTERIOR SINGLE VENT WINDOWS (EMT HINGE OPTION) TYPICAL ANCHORS SEE ELEV. FOR SPACING I/e WX. MIAMI -DARE COUNTY APPR.D MULLION SEE SEPARATE NOA TYPICA. ANCHORS SEE ELEV. FOR SPACING EXTERIOR EXTERIOR WINDOW WIDTH 1/4• MAX. SHIN SINGLE VENT WINDOWS (CONCEALED HINGE OPTION) 1/P MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING D.L.OPG. EXTERIOR WPC ANCHORS SEE ELEV. FOR SPACING DUAL VENT WINDOWS 1° —2.000 1.224 --I VENT 1.162-1 _ _1 .545 .045 C4� GLAZING BEAD .500 T GLAZING TUBE MPOST ITEM PART / QUANTITY DESCRIPTJON MATERIAI. NANF. /SUPPLIER/REMARKS CW37528 4 FRAME 6063 -T6 CW37526 - - 4 VENT _ 6063 -T6 -_ GW37524 1 IMPOST 6063 -T6 4 TM145 AS 9600. GLAZING BFAD ... - 6083 -76 4A - AS REDD. GLAZING TUBE TU _ 6063 -T6 5 /10 X 1 -1/4' 2/ CORNER FRAME/VENT ASSEMBLY SCREWS __- 5T. STEEL 6 SW27713 - CORNER KEY ALUMINUM_ _ 7 - - CORNER KEY (3 X 1 X .062' CHEVRON) ALUMINUM 8 CORNER KEY (3 X 11/16 X .082' CHEVRON) - -- ALUMINUM - 9 - - CORNER KEY (3 X 1 -3/8' X .041' CHEVRON) ALUMINUM_ 10 2230 AS REDO FRAME & VENT WYIOPPING - FINSEAL - ..11 GW37521 AS REGD. BUTT HINGE INTERIOR (FASTENED W/ (3) /10 X 3/8' PH SUS) ALUMINUM - 12 CW37522 AS 89OD. BUTT HINGE EXTERIOR (FASTENED W/ (2) /10 X 3/8' PH SA15) ALUMINUM - 13 23 -65 -32 } - ROTO OPERATOR (FASTENED W/ (4) /10 X 3/8' PH SMS) - TRUTH 14 24 -11 -32 AS REOD. LEVER TYPE CAM LOCK (FASTENED W/ (2) /10 X 3/8' PH SPAS) - - - 15 21089 - STRIKE KEEPER (FASTENED W/ (4) 18 X 1/2' 7H SMS) - TRUTH 16 30238 AS READ. KEEPER (FASTENED Vi/ (2) /10 % 3/8' PH SMS) 17 300 SERIES 2/ VENT 3 BAR CONCEALED HINGE (FASTENED W/ (2) (10 X 3/8' Psi SMS) ST. STEEL AT SASH TOP & 1307701A 18 58001/58002 3/ VENT 4' LONG SNUBBER (FASTENED WITH (2) /8 X 1/2' HER H 5D SCREWS) ZINC AT HINGE RAIL 3 PH 5M5 1.978 I^ -1.978 125 CORNER KEY 2.609 3.121- - - - -_ — - -- 3.496 1.000 1 , 1.375 2.2121 3.000 3.000 O +1.688 O 1.000 CORNER KEYS &van ARBHAD HOAR CAAL FLA PE / 38883 CAN. 3538 _ 7 1 k drawing no. W06 -3 sheet 5 am sheet 6 of 6) FRAME CORNERS uwr umuo when Om FUL C t7US AUG 3'1 2009 ?I86bVl..1 itaVfa D ac g*diGe TigitkaCark AraWaseas ro Qage 6 a Growing no. W06 -30 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E. S. Windows, Inc. 10653 N.E. Quaybridge Court Miami, FL 33138 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 Aluminum Tube Mullions — L.M.I. APPROVAL DOCUMENT: Drawing No. M04-04, titled "Aluminum Tube Mullions ", sheets 1 through 8 of 8, prepared by AL—Farooq Corporations, dated 04/26/04 and last revised on September 28, 2009 w/ revision "E ", signed and sealed by Arshad Viqar, 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 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. REVISION 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 renews NOA No. 06- 0913.05 and consists of this page 1 and evidence page E-1, 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 1107 MIAMI, FLORIDA 33130-1563 (305) 375-2902 FAX (305) 372 -6339 www.miamidade.Eov/buildin2code NOA No. 09-0825.03 Expiration Date: September 16, 2014 Approval Date: November 10, 2009 Page 1 E. S. Windows, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M04 -04, titled "Aluminum Tube Mullions ", sheets 1 through 8 of 8, prepared by AL- Farooq Corporations, dated 04/26/04 and last revised on September 28, 2009 w/ revision "E ", signed and sealed by Arshad Viqar, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with installation diagram of a aluminum single hung window mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL -3810, dated 05/16/03, FTL -3819, dated 06/09/03 and FTL -3820, dated 06/09/03, all signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA 04-0712.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Al Farooq Corporation, dated 09/01/09, signed and sealed by Arshad Viqar, P. E. Complies with ASTM E1300-02/ 04 D. QUALITY ASSURANCE 1. Miami-Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated August 21, 2009, signed and sealed by Arshad Viqar, P. E. 2. Laboratory compliance letter for Test Report No.'s FTL -3810, FTL -3819 and FTL -3820 issued by Fenestration Testing Laboratory, Inc., dated May 16 and June 09, 2003, signed and sealed by Joseph Chan, P E (Submitted under previous NOA 04-0712.01) G. OTHERS 1. Notice of Acceptance No. 06- 0913.05, issued to E. S. Windows, Inc. for their Series "Aluminum Tube Mullions - L.M.I. ", approved on 03/29/07 and exp s _ n 09/16/09. E -1 Jaime . Gascon, P. ' . Chief, Product Control Division NOA No. 09-0825.03 Expiration Date:. September 16, 2014 Approval Date: November 10, 2009 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI —DADE COUNTY APPROVED IMPACT AND NON — IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDINS CODE 2007 EDITION INCLUDING HRGH VELOCITY HURRIGWE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDTDONS OTHER THAN THOSE SHOWN W THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANOIORS INTO WOOD ONLY. MATERIALS INO.UOING BUT NOT UNITED 10 STEEL/METAL SCREWS, THAT CONE INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 20018.4, 2411.3.3.3 AND 2326. INSTRUCTIONS. USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 STEP 2 51121 _3 STEP 4 STEP 5 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE MIAMI —DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO SUWON AS PER PRODUCT APPROVAL. USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN RESIN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 5 MHRU 8 AND ANCHOR CHARTS ON SKEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING OCT E+qr: ARSNAD V10AR FIA PE 1 38883 CAN. 3538 01 2009 PRODUCT RENEWED es ennudying wiah the Building Cade AiwegtunneNo —�:. 27 O Ito z 11 ALUMINUM TUBE MULLIONS FAX. (303) 624 -7777 A 5 000, H s 5 5 ti 8 0 1F 1 b_ rJI drawing no. M04 -04 (sheet 1 of a 1.000 I° .125 1.000 2.000 -may _1.125 I� F°-2.000�� I �11� �� 4.000 .323 6.000 d -.125 1.000 I° �.,25 .a -. 4..125 1.000 AL- FAROOQ CORPORATION 1 ENGINEERS & PRODUCT DEVELOPMENT 1236 S.W. 137 AVE MULLION \M04 �2.0., r.,25 a P -250 3.000 .338 5.000 - .125 8.000 3.000 125 4.000 .125125 .338 .323 1 X 3 CUSTOM MULLION 1 X 4 CUSTOM MULLION 1 X 3 STD. MULLION X 4 STD. MULLION 6063 -T6 2.000 I' - °'I�.1z5 8063 -T6 2.000- {�.125 I 6063 -T6 6053 -T6 2.000 125 • E.S. WINDOWS, LLC 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 TEL (305) 624 -7775 FAX (305) 624 -7777 2 X 5 STD. MULLION 2 X 6 STD. MULLION 2 X 6 HEAVY MULLION 4.000 } -.125 +--t T 6063 -T6 6063 -16 6063 -16 Ed = MIN. EDGE DIST. 1/2' FOR 1/4' DA. ANCHORS 5/8' FOR 5/16' DIA. ANCHORS ANGLE k+- 2.000 CLIP -W /3.000 Ed. 2 X 3 STD. MULLION 2 X 4 STD. MULLION 6063 -T6 6063 -T5 6063 -T6 - .720 - 1.660 - description iI NO CHANCE THIS SHEET UPDATED FOR 21107 FM REV. PER 6000 CONVENTS .156 TIP. 1.405 3.250 50 2.750 .125 - - 0 dill t.aaaa� a livgig-ti 3.750 NOTCH OPTIONAL r/ �' 141007 Ed MIN. EDGE DISf. 1/2' FOR 1/4' DIA ANCHORS 5/8' FOR 5/16' DAA. ANCHORS MULLION CLIP / '/ +I 1/2• � Ed. it °4.00m 4.500 NOTCH OPTIONAL - Ede MIN. EDGE DIST. 1/2' FOR 1/4' DIA ANCHORS \/ 5/8' FOR 5/18' DIA ANCHORS MULLION CLIP 6083 -16 �-� , /a' 1YP. Ed t __ o A 8 -1 Etgr. ARSHyAD MAR 353663 PfiCSDl1CT'ITF wEn a s ecrtplying with the Flotide 3ui1di5g Cods 3uil ies odaO- temp/maw No r •, - r d S. .. 1 drowing no. M04 -04 f OCT 01 2009 y�o d , pi „ -s-o. (sheet 2 of 8 6063 -T6 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. WIDTH (IV) MULL SPAN 1 X 3 STD. 1 X 3 CUSTOM 1 X 4 CUSTOM 1 X 4 -STD. 2 X 3 STD. 2 X 4 STD. 2 X 5 STD. 2 X STD. 2 X 8 HEAVY WINDOW DIMS. WIDTH (W) MULL SPAN 1 X 3 STD. 1 X 4 STD. 1 X 3 CUSTOM 1 X 4 CUSTOM 2 X 3 STD. 2 X 4 STD. 2 X 5 STD. HEAVY WINDOW DIMS. WIDTH (9) MULL SPAN CUSTOM CUSTOM HEAVY 19 -1/8" 26 -1/2' 30" 37" 42" 48' 54' 80" 68" 72" 38 -3/8" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 149.6 150.0 150.0 150.0 150.0 150.0 150.0 130.9 150.0 150.0 150.0 150.0 150.0 150.0 116.3 150.0 150.0 150.0 150.0 150.0 150.0 104.7 150.0 150.0 150.0 150.0 150.0 150.0 95.2 150.0 146.8 150.0 150.0 150.0 150.0 87.3 140.1 134.8 150.0 150.0 150.0 150.0 19 -1/8" 28-1/2" 30' 37' 42' 48" 54' 80" 66" 72' 74 -1/4" 74.6 140.9 115.1 150.0 - 150.0 150.0 150.0 53.8 101.7 83.1 146.6 150.0 150.0 150.0 47.5 89.8 73.4 131.3 150.0 150.0 150.0 38.5 72.8 59.5 106.4 148.9 150.0 150.0 33.9 64.2 52.4 93.8 131.2 150.0 29.7 58.1 45.9 82.1 114.8 150.0 150.0 26.4 49.9 40.8 72.9 102.1 135.2 150.0 23.8 44.9 36.7 85.6 91.8 121.7 150.0 21.6 40.8 33.4 59.7 83.5 150.0 37.4 30.6 54.7 78.5 101.4 150.0 19-1/8" 26-1/2" 30" 46" 120" 27.3 55.3 98.7 146.1 150.0 39.9 69.8 105.5 150.0 24.1 35.3 932 150.0 28.6 50.0 75.5 138.8 252 44.1 68.5 122.3 22.0 58.2 34.3 51.8 95.1 46.6 28.0 42.3 77.8 25.7 38.8 71.3 19 -1/8" 28 -1/2" 30' 37- 42' 48' 60" 88" 72" 50 -5/8" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 138.2 150.0 150.0 150.0 150.0 150.0 150.0 120.3 150.0 150.0 150.0 150.0 150.0 150.0 97.6 150.0 150.0 150.0 150.0 150.0 150.0 85.9 138.0 132.6 150.0 150.0 150.0 150.0 75.2 120.8 116.0 150.0 150.0 150.0 150.0 86.8 107.3 103.1 150.0 150.0 150.0 150.0 60.2 96.6 92.8 141.2 150.0 150.0 150.0 54.7 87.8 84.4 128.4 150.0 150.0 150.0 50.1 80.5 77.3 117.7 150.0 150.0 150.0 19 -1/8" 26 -1/2" 30' 37' 42" 48" 54" 60' 68' 72" 84" 51.5 110.1 79.5 150.0 150.0 150.0 150.0 37.2 79.4 57.4 116.1 150.0 150.0 32.8 70.2 50.7 102.6 143.5 150.0 150.0 26.6 58.9 41.1 83.2 150.0 150.0 23.4 50.1 36.2 73.3 102.5 150.0 20.5 43.9 31.7 64.1 89.7 118.8 150.0 39.0 282 57.0 79.7 105.6 150.0 35.1 25.3 51.3 71.8 95.1 150.0 31.9 23.0 46.6 65.2 86.4 150.0 29.2 21.1 42.7 59.8 792 19-1/8" 26-1/2" 30" 42" 48" 132" 28.5 20.5 41.6 72.7 115.6 150.0 20.5 30.0 52.5 150.0 26.5 46.3 73.7 135.4 21.5 37.6 33.1 52.6 96.7 29.0 48.1 84.6 25.7 40.9 38.8 67.7 21.1 61.5 30.7 19 -1/8' 28 -1/2' 30" 37' 42" 48" 54" 80' 88" 72' 58" 143.8 150.0 150.0 150.0 150.0 150.0 150.0 103.8 150.0 150.0 150.0 150.0 150.0 150.0 91,7 147.2 141.4 150.0 150.0 150.0 150.0 74.3 119.3 114.7 150.0 150.0 150.0 150.0 65.5 105.1 101.0 150.0 150.0 150.0 150.0 57.3 92.0 88.4 134.5 150.0 150.0 150.0 50.9 81.8 78.6 119.5 150.0 150.0 150.0 45.8 73.6 70.7 107.6 150.0 150.0 150.0 41.7 86.9 64.3 97.8 138.8 150.0 150.0 38.2 61.3 58.9 89.8 125.4 150.0 150.0 19 -1/8" 26 -1/2" 30" 37' 42' 48" 54" 60" 88' 72" 96' 34.5 74.0 53.3 108.1 150.0 150.0 150.0 24.9 53.4 38.4 78.0 124.4 150.0 150.0 22.0 47.2 34.0 68.9 109.9 145.6 150.0 38.2 27.5 55.9 118.0 150.0 33.7 24.3 492 78.5 104.0 150.0 29.5 21.2 43.1 68.7 91.0 150.0 26.2 38.3 61.0 80.9 148.6 23.6 34.4 54.9 72.8 133.7 21.4 31.3 49.9 66.2 121.6 28.7 60.7 111.5 42" 72" 21.9 32.0 56.0 150.0 23.1 118.0 20.4 35.7 104.3 46.0 25.5 40.5 74.5 652 31.5 57.9 28.4 25.8 47.4 23.6 19 -1/8" 26 -1/2" 30' 37' 42° 48" 54' 60" 68" 72" 63° 121.9 150.0 150.0 150.0 150.0 150.0 150.0 88.0 1412 135.7 150.0 150.0 150.0 150.0 77.7 124.8 119.9 150.0 150.0 150.0 150.0 63.0 1012 97.2 147.9 150.0 150.0 150.0 55.5 89.1 85.8 130.3 150.0 150.0 150.0 48.6 78.0 74.9 114.0 150.0 150.0 150.0 43.2 69.3 66.6 101.3 141.8 150.0 150.0 388 62.4 59.9 912 127.6 150.0 150.0 35.3 56.7 54.5 82.9 116.0 150.0 150.0 32.4 52.0 49.9 76.0 108.3 140.8 150.0 19 -1/8' 26 -1/2" 30" 37" 42' 48" 54" 80" 68" 72" 108' 24.2 51.9 37.4 75.9 150.0 150.0 37.5 27.0 54.8 150.0 33.1 23.9 48.4 84.6 115.0 150.0 26.9 39.2 68.6 93.3 150.0 23.7 34.6 82.2 150.0 20.7 30.2 52.9 71.9 132.1 26.9 63.9 117.4 24.2 42.3 57.5 105.7 22.0 38.5 52.3 96.1 202 47.9 ALL LOADS ARE EXT.( +) /INT.( -). NOTE- MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) ANCHORS TYPE "D' AND 'E" APPLICABLE TO 4 ", 5" AND 6" TUBE MULLIONS. ANCHORS TYPE A. 'B' AND C. APPLICABLE TO ALL TUBE MULLIONS. MULLIONS ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE GLAZING PRODUCT VERTICAJ- GAZING PRODUCT WI TYPICAL MULLION ARRANGEMENTS WIDTH (W) wl 82 IW2 HORIZONTAL 816u0N PRODUCT v i GLAZING PRODUCT GLAZING PRODUCT g Env: ARSHAO MAR PIA PE 30553 MULUON SPAN PRODUCT RENEWED crw551y1163 with the Florida ixplodurt Date Iviskan 0 CC ci iiiio ALUMINUM TUBE MULLIONS FAX. (303) 624 -7777 1 8 0 drawing no. M04-04 sheet 3 of 8 DESIGN WAD CAPACITY - PSF. WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A. D C D E 19 -1/8' 150.0 150.0 150.0 150.0 150.0 26-1/2" 150.0 150.0 1500 150.0 150.0 30' 143.1 150.0 150.0 150.0 150.0 37" 116.0 150.0 150.0 150.0 150.0 42" 102.2 150.0 132.9 150.0 150.0 48' 38 -3/8" 69.4 150.0 116.3 150.0 150.0 54" 79.5 147.3 103.4 150.0 150.0 60" 71.5 132.6 83.1 150.0 150.0 68" 65.0 120.5 84.6 150.0 150.0 72' 59.6 110.5 77.8 150.0 150.0 19 -1/8" 150.0 150.0 150.0 150.0 150.0 26-1/2' 1229 150.0 150.0 150.0 150.0 30" 108.5 150.0 141.1 150.0 150.0 37" 87.9 150.0 114.4 150.0 150.0 42" 77.5 143.6 100.8 150.0 150.0 48" 50 -5/8' 67.8 125.6 88.2 150.0 150.0 54' 60.3 111.7 78.4 150.0 150.0 60" 54.2 100.5 70.5 141.1 150.0 68' 49.3 91.4 64.1 128.3 150.0 72" 45.2 83.8 58.8 117.6 147.0 19-1/8' 148.5 150.0 150.0 150.0 150.0 26 -1/2" 107.2 1500 139.4 150.0 150.0 30" 94.7 150.0 123.1 150.0 150.0 37" 76.8 142.3 99.8 150.0 150.0 42' 67.6 125.3 88.0 150.0 150.0 48" 58" 59.2 109.7 77.0 150.0 150.0 54" 52.6 97.5 68.4 136.8 150.0 60" 47.3 87.7 61.6 123.1 150.0 66" 43.0 79.7 56.0 111.9 139.9 72" 39.4 73.1 51.3 102.6 128.3 19-1/8' 138.7 1500 150.0 150.0 150.0 26-1/2" 98.7 150.0 128.3 150.0 150.0 30" 87.2 150.0 113.4 150.0 130.0 37" 70:.r;' 131.0 91.9 180.0 150.0 42' 62.3° 115.4 81.0 150.0 150.0 48" 63" 54.5 1010 70.9 141.7 150.0 54" 48.4 86.7 63.0 126.0 150.0 80' 43.6 80.8 587 113.4 141.7 86" 39.8 73.4 51.5 103.1 128.8 72" 36.3 67.3 47.2 94.5 116.1 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A B C D E 19-1/8' 116.0 150.0 150.0 150.0 150.0 26-1/2° 83.7 150.0 108.9 150.0 150.0 30" 74.0 137.1 96.2 150.0 150.0 37' 60.0 111.1 78.0 150.0 150.0 42" 52.8 97.9 68.7 137.4 150.0 48" 74 -1/4" 46.2 85.7 60.1 120.2 150.0 54" 41.1 76.1 53.4 108.9 133.6 60" 37.0 685 48.1 98.2 120.2 66" 33.6 62.3 43.7 87.4 109.3 72" 30.8 57.1 40.1 80.2 100.2 19 -1/8" 102.5 150.0 133.4 150.0 150.0 26 -1/2" 74.0 137.1 98.3 150.0 150.0 30" 65.4 121.1 85.0 150.0 150.0 37" 53.0 98.2 68.9 137.9 150.0 42' 46.7 88.5 80.7 121.5 150.0 48' 84" 40.9 75.7 53.1 108.3 132.9 54" 36.3 67.3 47.2 94.5 118.1 60" 32.7 60.6 42.5 85.0 108.3 66" 29.7 55.1 38.6 77.3 96.8 72" 27.2 50.5 35.4 70.9 88.6 19 -1/8" 89.7 150.0 116.7 150.0 150.0 26-1/2" 64.8 120.0 84.2 150.0 150.0 30" 57.2 106.0 74.4 148.8 150.0 37" 46.4 85.9 60.3 120.6 150.0 42" 40.9 75.7 53.1 106.3 132.9 48' 96' 35.8 66.3 46.5 93.0 116.3 54" 31.8 58.9 41.3 82.7 103.3 60' 28.6 53.0 37.2 74.4 93.0 66' 26.0 48.2 33.8 67.8 84.5 72" 23.8 44.2 31.0 62.0 77.5 19 -1 /8" 79.8 147.8 103.7 150.0 150.0 26 -1/2" 57.6 106.7 74.9 149.7 150.0 30" 50.8 94.2 66.1 132.3 150.0 37' 41.2 76.4 53.6 107.2 134.1 42' 36.3 87.3 47.2 94.5 118.1 48" 108' 31.8 58.9 41.3 82.7 103.3 54" 28.2 52.3 36.7 73.5 91.9 60" 25.4 47.1 33.1 66.1 82.7 66" 23.1 42.8 30.1 80.1 75.2 72" 21.2 39.3 27.6 55.1 68.9 ALL LOADS ARE EXT.(+) /INT.( -). NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD. SQL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 8. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 4 ". 5° AND 6° TUBE MULLIONS. ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO ALL TUBE MULLIONS. ANCHORS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A B C D E 19-1/8" 71.8 133.0 93.4 150.0 150.0 26 -1/2' 51.8 96.0 67.4 134.8 150.0. 30" 45.8 84.8 59.5 119.0 148.8 37" 37.1 68.8 48.3 98.5 120.6 42" 32.7 60.6 42.5 85.0 106.3 48" 120" 28.6 53.0 37.2 74.4 93.0 54" 25.4 47.1 33.1 66.1 82.7 60" 22.9 42.4 29.8 59.5 74.4 66' 20.8 38.5 27.1 54.1 67.6 72" - 35.3 24.8 49.6 62.0 19 -1/8" 65.3 120.9 84.9 150.0 150.0 26-1/2' 47.1 87.3 61.3 122.5 150.0 30" 41.6 77.1 54.1 108.2 135.3 37" 33.7 62.5 43.9 87.7 109.7 42' 29.7 55.1 38.6 77.3 96.6 48" 132" 28.0 48.2 33.8 67.6 84.5 54' 23.1 42.8 30.1 60.1 75:2 60" 20.8 38.5 27.1 54.1 67.6 66' - 35.0 24.6 49.2 61.5 72" - 32.1 22.5 45.1 56.4 19 -1/8' 59.8 110.8 77.8 150.0 150.0 26 -1/2" 43.2 80.0 56.2 112.3 140.4 30" 38.1 70.7 49.8 99.2 124.0 37' 30.9 57.3 40.2 80.4 100.5 42" 27.2 50.5 35.4 70.9 88.6 48" 144" 23.8 44.2 31.0 82.0 77.5 54" 21.2 39.3 27.6 55.1 68.9 60" - 35.3 24.8 49.6 62.0 66" - 32.1 22.5 45.1 56.4 72" - 29.4 20.7 41.3 51.7 ANCHORS TYPE AS.C.0 OR E WI AN010R9 0.8.C.D OR E W2 TYPICAL MULLION ARRANGEMENT$ WIDTH (W) = Wi 2 + W2 ib MULLION SPAN gasp.: ARSHAO vIOAR CML Flw PE // 38883 C.A.N. 3538 ©1 200 z O Q 1 0t O i1 ALUMINUM TUBE MULLIONS FM. (305) 624 -7777 tic t 2 Ep BS S cow E 8 drawing no. M04 -04 shoat 4o1 8 VERTICAL -KILLION GLAZING GLAZING PRODUCT PRODUCT • r' WI AN010R9 0.8.C.D OR E W2 TYPICAL MULLION ARRANGEMENT$ WIDTH (W) = Wi 2 + W2 ib MULLION SPAN gasp.: ARSHAO vIOAR CML Flw PE // 38883 C.A.N. 3538 ©1 200 z O Q 1 0t O i1 ALUMINUM TUBE MULLIONS FM. (305) 624 -7777 tic t 2 Ep BS S cow E 8 drawing no. M04 -04 shoat 4o1 8 1/4" DM. ULTRACONS Ed. 2 PER CUP (1 ON EACH WING) Ed. NORIONIONNUIE 1BY WOOD BUCK 1/4" DML ULTRACONS 2 PER CUP (1 ON EACH WING) 1/4' DIA. ULTRACONS 1 PER ANGLE iirldOITMI FLOATING CLIP SING FIT INSIDE MULL 114 SUS 1 -3/4' 0.C. MIN. 2 PER ANGLE �� �� u u 1 I I I 1/4" DIA. ULTRACONS 1 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE G PITA 2: WOOD BUCK OR WOOD STRUCTURE ALTERNATE ANCHOR LOCATION 11 11 11 11 11 11 IL JI 11 11 I FLOATING CUP SNUG FIT INSIDE MULL 114 SMS 1-3/4" O.C. MIN. 2 PER ANGLE II II II II II U II 11 U u 2 X 2 X 1/8' ALUM ANGLE Ed. 2 1/4" MIN. 1/4" DIA. ULTRACONS 1/4' 010. ULTRACONS 4 PER CUP (2 ON EACH WING) 2 PER ANGLE 1 BY W000 BUCK Ed. 1" MIN. 00- -4111 11 11 11 11 11 11 11 11 IL-JI 11 11 J 1/4' DIA. ULTRACONS 4 PER CUP (2 ON EACH WING) FLOATING CUP SNUG FIT INSIDE MULL 114 SAS 1-3/4" 0.C. MN. 2 PER ANGLE 1/4" DA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FIAT BEAD SUBSTRATE Ed. - MIN. EDGE DST. N. EMBEDMENT WOOD 1' 1-3/8" BLOCK 2-1/2" 1-1/4" CONCRETE 2-1/2" 1-1/2" ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKAU- RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACOUER. 2 BY WOOD BUCK 11 11 1 11 11 11 11 11 IL-JI 11 11 ;r J 1 I 1111 II II U U I I I I I 1 1/4' OA ULTRACONS 2 PER ANGLE 2 X 2 X 1/8° ALUM ANGLE f��rd -.l FLOATING CLIP SNUG FIT INSIDE MULL ANCHORS TYPE 'B' 114 SINS 1 -3/4' O.C. MIN. 2 PER ANGLE Env: CARSI44A80 %OAR FLA. PE 1 38883 CAN. 3538 OCT 0 1 2009 II 1 II 11 11 U U I 1 I I I I 2 X 2 X 1/8" ALUM ANGLE =mar RENEWED as cmaplyingwith the Florida Banding Code itimeptanco No • - tr; et, 6 3 Data 1'f, to(.' BY Ming Division on • VN z F� 0 O E ▪ 52 ALUMINUM TUBE MULLIONS W a a m • fri <(0 /g g '"1 ^ M qZq SZL, u+ uiRi- INm0 0 4 8 8 8 0 R S O E 1 drawing no. 1.104 -04 (sheet $ or 8 1/4' D1& ULTRACONS Ed. 2 PER CUP (1 ON EACH WING) I /4' DIA. ULTRACONS 1 PER ANGLE 1/4" DIA ULTRACONS Ed. 4 PER CLIP (2 ON EACH WING) 1/4' DA. ULTRACONS 2 PER ANGLE ro‘V ts 0 3 FLOATING CUP SNUG FR INSIDE MULL 114 SINS 1 -3/4' O.C. MIN. 2 PER ANGLE 2 X 2 X 1/8' ALUM ANGLE 2X211/8' ALUM ANGLE Ed. 1/4' DIA ULTRACONS 2 PER CLIP (1 ON EACH WING) ANCHORS TYPE 'C' 1/4 DA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed.. MIN. EDGE DIST. MIN. EMBEDMENT WOOD 1' 1 -3/8' BLOCK 2 -1/2' 1 -1/4' CONCRETE 2 -1/2' 1 -1/2' FLOATING CUP SNUG FR INSIDE MULL SINS 4 P 14 ANGLE ALUMINUM TUBE MULLIONS LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE D' APPLICABLE FOR 4 °, 5" AND 6° TUBE MULLIONS ALL CUPS AND ANGLES TO FR SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED MATH ALRAU- RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. Enos: 485880 VIOAR aw. FLA. PE Y LB83 CAN. 3038 OCT 01 2009 PRODUCT RENEWED H1r1.ig u� da Honda Axcptaw No By nhlsion ProductCootroi 014 0 a 1 aC P a 2 A v ay n drawing no. M04 -04 sheet 6 of 8 5/18' DIA. ULTRACONS 4 PER CUP (2 ON EACH WING) 5/18' DIA. ULTRACONS 2 PER ANGLE I I 11 II 11 11 1 4 II 4 P FLOATING CUP SNUG FIT INSIDE MULL 114 SMS 4 PER ANGLE 2 x 2 x 1/8' I 1 ALUM ANGLE LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE APPLICABLE FOR 4 °, 5° AND 6° TUBE MULLIONS 5/18' D14. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FIAT HEAD SUBSTRATE Ed. m MIN. EDGE DIST. MIN. EMBEDMENT CONCRETE 2 -1/2' 1 -3/4' ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTED WITH ALKAU- RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. Engr. ARSHAD MAR MIL FLA. PE / 38863 CAN. 3538 OC [ 01 2009 'ROD'-1CT RENEWED e rr,TY, ,..a n-.1±t i% Florida leccioreells UhIsion 5.03 X64 u ALUMINUM TUBE MULLIONS c 0 n w w8 a E f o 1 6 drawing no. M04 -04 sheet 7 oT 8 114 SMS SEE CHART FOR QUANTITIES TUBE MULLION 110 FH SMS 2/ SIDE 1/8' THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MUWON TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CLIP ANGLE CAULK JOINT AFTER ASSEMBLY ACCESS HOLE TUBE MUWON 114 FH SMS 1 -1 /2 0.C. MIN. SEE CHART FOR QUANTITIES THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION 110 FH SMS 2 PER CUP 1' O.C. MIN. 1 -3/4' X 2 X 1/8' (FOR 28Y TUBE) 3/4' X 2 X 1/8° FOR (18Y TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL II METAL TO METAL CONNECTION 114 SMS SUBSTRATE Ed. a MIN. EDGE DIST. MIN. CL TO CI. SPACING ALUMINUM 8/8' 1/2• ANCHOR CHART TYPE A TYPE B TYPE C TYPE 0 NO. OF SCREW 2 3 2 4 TYPE E 4 Eno: AI$HAD HOAR FIA PEER 38883 CAN 3538 (CT 01 1 PRODUCT RE� ED Florida as complying with Building Code AceaLltm CO M DODO= •� -IL -r fr Miami Dade Prodact Casual 14.von .03 1af ra‘V z g 0 0 3 ALUMINUM TUBE MULLIONS 9 2 aC 2 o 88888 9t3g2d8 b ■ drawing no. M04 -04 sheet 8 of 8 NOTICE OF COMMENCEMENT A DEUERDED COPY MUST NE POSTED ON TIM SMATITNIE OF FIRST PERMIT NO. TAX FOLIO NO. .4 3..?0 6` -007— STATE OF FLORIDA COUNTY OF DADE 111111111111111111111111111111111111111111111 C F1-4 2 0 1 1 R 0 618* 9 Fi OR Bif. 27857 P9 134; Ups) RECORDED 10/13/2011 100217 HARVEY RUVINy CLERK OF COURT MIAMI-DADE COUNTYF FLORIDA LAST PAGE STATE OF FLORIDA, COUNTY OF DADE 1 HEREBY CERTIFY Met this t yr copy of the uriginel NW in Iiiisetr_ *Yet A D 20 1/ fay handed Of Seat RUM, CLERK 4 ....0111r TEE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713.Fktrida StAlrUteg,. the following information is provided in this Notice of Commencement 1. Legal description of property and meet address: .5-3 Description cling:to:woms& know in property: Name and address of fee simple titlehot 4. Coadractoes name and eAti 7 2 a3-71./ 69 e- ,74...FAMFEIMMIEr S. Surety: (Payment bond regraned by owner from con(ractor, if any) Name and address: /marmot of bond: S 6. Lender's Da= and addre= 7. Persons within dic State of dadegted by Owner weer whom notices or other documents imay be staved as (1) (a) 7, Florida Staines: Name and address: by Section 713.13 8 in addition to himself, Owner designates the following person (s) to receive a copy of the Lienor's Notice as provided in (13) 7., Fkirida Statutes: Name and address: 'on 713. 13 (I) 9. Evil-at:on date of this Notice of Commencement (the expiration date is 1 year from 91n date of recording =dm a Mime& dam is• sPecificd) Signature of Owner Print Owner's Narae P givionw- Siniq n Sworn ttr and subscribed / Notary Public ver Print Noraryskhlzuna, 44,10+2. th?YdaY.O44 20// My 4 ....... _ - Comm. Expires Aug 25, 2013 Commission # DD 918427 Bonded Through National Notary Assn. BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 - 1895 -- 954 - 8314000 VALID OCTOBER 1, 2011. THROUGH SEPTEMBER 30, 2012 DBA: Receipt *:180-8826 Business Name: COASTLINE WINDOWS & DOORS INC Business Type:GENE4HL CONTRACTOR (GENE CONTRACTOR) Owner Name: KAREL Z SMID Business Opened :03 /31/2009 Business Location: 1018 PLORANANDA RD State /County /Ce1t/Reg:CGC1516961 FT LADDERDALE Exemption Code :N01 EXEMPT Business Phone: 954 -658-53 22 Rooms Seats Employees 1 Machines Professionals For Vending Business only Number of Machines: Vending Tvpa: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and Is non - regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: COASTLINE WINDOWS & BOORS INC 1018 FLORANANDA Rn FORT LAUDERDALE, >;'L 33334 2011 - 2012 Receipt #04C -10- 00005252 Paid 09/27/2011 27.00