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WS-13-1795I Miami Shores Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type:)( BUILDING AUG 07 2913 FBC 20 l Permit No. Master Permit No .�,3 I c1 JOB ADDRESS: 273 NE 98 Street City: Miami Shores County: _Miami Dade zip: 33138 Folio/Parcel #: 11- 3206 - 013 -4420 Is the Building Historically Designated: Yes X NO Flood Zone: OWNER: Name (Fee Simple Titleholder): Santiago Herrera Phone #: 786- 378 -4060 Address: 273 NE 98 Street City: Miami Shores State: Florida Zip: 33138 Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: Florida Window And Door Address: 11360 N Jog Road, Ste 102 561- 340 -4300 City: Palm Beach Gardens State: Fl Zip: 33418 Qualifier Name: Scott Berman Phone #: 561 - 340 -4300 State Certification or Registration #: CGC1509450 Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this permit: $,34,013.00 Square/Linear Footage of Work: Type of Work: ❑Addi on ❑Alteration ONew XRepair/Replace ription of Work: M 00,f"f I, C, C- &>X1s 1hf W tA(l,4ul _S t" ODemolition dAwS .1_ c� ( ®�, as r4aWS -� 3' ()uf-5wg Color thru tile: �x��x�x• x��x��x��x��x�x��x��x��xx• ��x�Fees��: ��a��x• ��x��x��x�x��x�x� Submittal Fee $S�) • Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ 'f i Technology Fee $ TOTAL FEE NOW DUE $ Li gld)h ,i , % Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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. Signatur Owner Agent The foregoing instrument was acknowledged before me this day of T4/ G20 /-4 by SGl rJ7�i 4 1,0 #60cnu, Signature Contractor The foregoing instrument was acknowledged before me this 23,'./ day of f' , 2013 , by `J' Cg t-r '3&;-'t Mme+ who is personally known to me or who has produced who is personally known to me or who has produced '4u k'Ns identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Dew, A My Commission Expires: APPROVED BY W COMMISSION # EE834363 EXPIRES September 11, 2016 Plans Examiner 13 Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) NOT Sign: Print: My Commission Expires: HOWARD 830OFF * MY COMMISSION # EE NOM EXPIRES: August 27, 2016 TIN Wterry 8fea Zoning Clerk thing o. Omit (Wot Reple 1. XOX Horizontal Rolling Window lSe►les 805) i OA 12-03x1.02 2. S1ngIe Hung Window !fSeries 605) NOA 12 -0x13.05 3.S Hung Window 07260021'1105 5) 92-02801305 4. X0 Horizontal Rolling Window �Z18 11) OA 12- 080321.02 5, (SO Horizontal I Roiling Window NO1t 1a- 0321.02 e. OXO Outswing Door !Series 244! A 12-02 .14 7. XO Horizontal Rolling Window ( Ser%s 805) A OA 120321.02 S. XO Horizontal Rolling Window NOA 10329.02 9. XX Oulawing Door Mulled ((seas WOA 12-020x44) 8.14 10. Fixed Window Mulled �LSe ?r g �) 11. XX Outswing Door Mulled (Series x44) OA 12-0208.14 12. Fixed Window Muled !series 300) 1=L 159a Oa 13. XO Horizontal Rolling Wlndiw (Series A 920321-032 .02 14. (Sinnle Hung Window WOA 12 13.05 15. X Casement Window (Series 521 FL 1613x.1 10. X Casement Window !Series 5x5) pL 1e132.1 17. XOX Horizontal Roiling Window (Series AOA 1a- 03805) a1.oa 1ti. Fixed Window Mulled (Series 300) 18920.1 19. Fixed Window Mulled (Series 3Q0) �L 1582U.1 20. Fixed Window Mulled l=L 15�0�1 21. R1,11210" Fixed Window Mulled s 22. Fixed Window Mulled is 1owQ, 23. ��XLXL Outswing Door rite 244) -:7. AU l 0 7 17 (101 x83) n 18 0 1 2 3 Main Door - Egress (77 x 51) (17 x 37) (17 x 37 ) 23 (7.2 x 84) Miami Shores Village APPROVED BY DATE 15 14 13 12 (57 x 26) 10 (57 x 26 ) BLDG DEPT �O (38 x 54) (22 x 33) (54 x 54) F9' i8) 9 O 00 Bath (5I (67 78) .Q 16 (38 x 64) 8 7 6 O Egress (41 x 38) (41 x 38) (76 x 81) r roam Kftcbe 5 Q f f jCQ (59 x 63) t0 '� First Floor 4 (40 x 54) O 17 (101 x83) n 18 0 1 2 3 Main Door - Egress (77 x 51) (17 x 37) (17 x 37 ) 23 (7.2 x 84) c d NM N M = M O rn LL pf W f+ Z •E c N !�! NOT TO SCALE Jul 19, 2013 First Floor 1� Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT 1'0 CCP,IQi.lP NCE Wi FH ALL FEUERAL STPTE ANA LC I�Iv, f �iUL -S AND REGULATIONS c d NM N M = M O rn LL pf W f+ Z •E c N !�! NOT TO SCALE Jul 19, 2013 First Floor 1� Opening 24. (XOX Horizontal Rolling Window iV - 0321.02 28. Stn le 'Hung Window EF1 8081 OA i2- 0293:05 26. X Outswing Door s 244 12 -02108. is 27. XO Horizontal Rolling Window Mss805) A 12- 0321.02 28, XO Horizontal Roiling Window (Ses 803 25) oA eH 101.02 29. XO Horizontal Roiling Window ((Swiss 8051 WOA 92- 0321.02 30. Single Hung Window fS 605) OA i2- 0293.Ob 30 29 (44 x 59) (39 x 56 ) Bedroom Second (Floor Bedroom 275 L7 1 JEgress 24 (78 z 52) J Egress (19 x 39) 2s (41 x 45 ) 27 (41 x45) d L H f0 R O co M _ 00 Ch O w LL of W A Z E C 1- Cc N N NOT TO SCALE m Jul 19, 2013 Seoond Floor I t 0 its. d a l c'Ie P g % tit x x X lfo' x OW Cn Z Santiago Herrera Florida Window and Door Co. W ja o 273 NE 98 Street 11360 NW Jog Rd, #102 Tel. (561) 848-4 w w Miami, FL 33138 palm Beach Gardens FL 33418 floc davAndowanddoorcom t64 ENGINEERING EX PRE SS® 160 SW 12th AVENUE, *106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAx:(954) 354 -0443 WWW.ENGEXP.COM Wind Load Calculation ASCE 7 -10 Chapter 30 Rind Loads - Components and Cladding Florida Building Code 2010 Site Information owner: Santiago Herrera 11 Wind Speed (V): 175 MPH Exposure Category: C Velocity Pressure Coef. (Kh): 0.94 ASCE 7 -10 Ck 30.3.1 Table 30.3.1 24 ft. Directionality Factor (Kd): 0.85 Topographical Factor (KzT): 1.0 Structure Information Risk Category: 11 Building Classification: Enclosed Int. Pressure Coe£ (GCpi): 0.18 ASCE 7-10 Table 26.11 -1 Mean Roof Height (h): 24 ft. Roof Slope (6): Sloped Roof Slope Coefficient (9c): 1.0 Min. Building Dim. (L): 25 ft. End Zone Distance (a): 3 ft. Prepaied in accordance with: ASCE 7 -10. Section 30. Wind Loads - Components and Cladding Florida Building Code 2010 ed. 0 2013 E- Tempest.com 1D: flwindowdoor- -P1867 Design Wind Pressure (PMAx +, PMAx -): ASCE 7 -10, Ch. 30.4.2130.6.2 Max Positive Pressure (PMAx +) PMAx+ = gh(9c GCppos + GCpi) PMAx+ = gh(Ac GCppos + GC#) Max Negative Pressure (PMAx -) PMAx- = gh(9c GCpoea - GCo) PMAx- = gh(8c GCpm - GCq) Device CalculationS:ASCE 7 -10. Chanter 30. All Subsections a 4. DWNSKNJSME&10YYN T0&LU3IHATEDEWNFOROMMDO MOEWNCHDIIIWTH MYYMY®.4 Y.TQi EE%IHiTTHATTHEO NOME IS NOTBJAL LERTHAN& %OFTHEEdONEEREDDEMN. -' 0ONTRACTOR STOYORWALLFfEDD►.®V9DNSPRIMM1 STALLATDN. &. FNONEEiSEALAFFM HMETOVALDATESSTRUCTURAL DESNN ASSHOWN ONLY.UEOFTHBSPECFDATDN EYCONTRAC M.MaLNDEM nM &SWMHM69.E&4THafMONEER FOR ALLCOef &DAaM�NCLUONO LE3N. FM& APPFLLATEFEBRE$ ILTNOFROYNATEiIOLFAWIK: ATO N. SV$ fn1ERECTDN.& CONSMUCTKNPRAC= ESEeM NOTHATWHDH00A.LMFORRYLOCAL. STATE &FEIERALCODES&FROYDEW MSOMB RM. S. ENONEEINOE) PRESSHMNOTVWWTHB JOBWENWflMATDNCONTANE) HEiENSBAS MONCONTRACTORO UPR® DATAMDME %WRBONMENf3NEEfiNOEKPREE,48HALL NOTEEHE.D REWONSELEOR LKE.EN ANYWAYFORERRONEOUSORNACCURATEDATAORMWREMEr4TS .WORKSW LLB EFE. DVEAFMPRKM TOCONSfRUCTDN. ENONEERNGOMESR94ALLENOTF®MDONEMM WPORTUNRYMREEVALUATEOUR WORKUPONDMOVERYOFMYNACCURATENFORMATDNPRDRIOMODMATDNOFE @ANOFE DC ONDRDNSMDFAEDATDNMDNSTALLATDNOFMATOKA WrrH 7. ROEPTASEFREMYPROVDED HEAEN. NOADDMONALCERTFDATONSORAFF SIMATDNSMENTENDED. „. E IER SEAL 1 77 x 51 End 7 27.27 13.72 0.85 56.57 0.9 -1.2 41.3 -53.4 2 17 x 37 End 7 4.37 3.17 0.85 56.57 1.0 -1.4 44.2 -59.2 3 1 17 x 37 End 7 4.37 3.17 0.85 56.57 1.0 -1.4 44.2 1 -59.2 4 40 x 54 End 7 15.00 6.75 0.85 56.57 1 1.0 -1.3 43.1 -56.9 5 59 x 63 End 7 25.81 9.19 0.85 56.57 0.9 -1.3 41.5 -53.8 6 76 x 81 End 7 42.75 15.19 0.85 56.57 0.9 -1.2 40.0 -50.9 7 41 x 38 End 7 10.82 3.89 0.85 56.57 1.0 -1.4 44.0 -58.8 8 1 41 x 38 End 7 10.82 3.89 0.85 56.57 1.0 -1.4 1 44.0 -58.8 9 57 x 78 End 7 30.88 14.08 0.85 56.57 0.9 -1.2 41.0 -52.7 10 57 x 26 End 7 10.29 7.52 0.85 56.57 1.0 -1.4 44.1 -59.0 11 57 x 78 End 7 30.88 14.08 0.85 56.57 0.9 -1.2 41.0 -52.7 12 57 x 26 End 7 10.29 7.52 0.85 56.57 1.0 -1.4 44.1 -59.0 13 54 x 54 End 7 20.25 6.75 0.85 56.57 0.9 -1.3 42.2 -55.2 14 22 x 33 End 7 5.04 2.52 0.85 56.57 1.0 -1.4 44.2 -59.2 15 38 x 54 End 7 14.25 6.75 0.85 56.57 1.0 -1.3 43.2 -57.2 16 38 x 54 End 7 14.25 6.75 0.85 56.57 1.0 -1.3 43.2 -57.2 17 101 x 63 End 7 44.19 23.61 0.85 56.57 0.9 -1.2 39.9 -50.7 18 35 x 83 End 7 20.17 15.95 0.85 56.57 0.9 -1.3 42.2 -55.2 19 35 x 83 End 7 20.17 15.95 0.85 56.57 0.9 -1.3 42.2 -55.2 20 36 x 77 End 7 19.25 13.72 0.85 56.57 0.9 1 -1.3 42.3 -55.4 21 36 x 77 End 7 19.25 13.72 0.85 56.57 0.9 -1.3 42.3 -55.4 22 72 x 35 End 7 17.50 12.00 0.85 56.57 1.0 -1.3 42.6 -56.0 23 1 72 x 84 End 7 42.00 16.33 0.85 56.57 0.9 -1.2 40.1 -51.0 24 78 x 52 End 14 28.17 14.08 0.85 56.57 0.9 -1.2 41.2 -53.3 25 19 x 39 End 7 5.15 3.52 0.85 56.57 1.0 -1.4 44.2 -59.2 26 39 x 87 End 7 23.56 17.52 0.85 56.57 0.9 -1.3 41.8 -54.3 27 41 x 45 End 7 12.81 4.69 0.85 56.57 1.0 -1.4 43.5 -57.8 28 41 x 45 End 7 12.81 4.69 0.85 56.57 1.0 -1.4 43.5 1 -57.8 a 4. DWNSKNJSME&10YYN T0&LU3IHATEDEWNFOROMMDO MOEWNCHDIIIWTH MYYMY®.4 Y.TQi EE%IHiTTHATTHEO NOME IS NOTBJAL LERTHAN& %OFTHEEdONEEREDDEMN. -' 0ONTRACTOR STOYORWALLFfEDD►.®V9DNSPRIMM1 STALLATDN. &. FNONEEiSEALAFFM HMETOVALDATESSTRUCTURAL DESNN ASSHOWN ONLY.UEOFTHBSPECFDATDN EYCONTRAC M.MaLNDEM nM &SWMHM69.E&4THafMONEER FOR ALLCOef &DAaM�NCLUONO LE3N. FM& APPFLLATEFEBRE$ ILTNOFROYNATEiIOLFAWIK: ATO N. SV$ fn1ERECTDN.& CONSMUCTKNPRAC= ESEeM NOTHATWHDH00A.LMFORRYLOCAL. STATE &FEIERALCODES&FROYDEW MSOMB RM. S. ENONEEINOE) PRESSHMNOTVWWTHB JOBWENWflMATDNCONTANE) HEiENSBAS MONCONTRACTORO UPR® DATAMDME %WRBONMENf3NEEfiNOEKPREE,48HALL NOTEEHE.D REWONSELEOR LKE.EN ANYWAYFORERRONEOUSORNACCURATEDATAORMWREMEr4TS .WORKSW LLB EFE. DVEAFMPRKM TOCONSfRUCTDN. ENONEERNGOMESR94ALLENOTF®MDONEMM WPORTUNRYMREEVALUATEOUR WORKUPONDMOVERYOFMYNACCURATENFORMATDNPRDRIOMODMATDNOFE @ANOFE DC ONDRDNSMDFAEDATDNMDNSTALLATDNOFMATOKA WrrH 7. ROEPTASEFREMYPROVDED HEAEN. NOADDMONALCERTFDATONSORAFF SIMATDNSMENTENDED. „. E IER SEAL b 160 SW 12th AVENUE, *106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 Fax: (954) 354 -0943 WWW.ENGEXP.COM Wind Load Calculation ASCE 7.10 Chapter 30 Wind Loads - Components and Cladding Florida Building Code 2010 Site Information owner: Santiago Herrera 11 Wind Speed (V): 175 MPH Exposure Category: C Velocity Pressure Coef. (Kh): 0.94 ASCE 7 -10 Ch. 303.1 Table 30.3 -1 24 ft. Directionality Factor (Kd): 0.85 Topographical Factor (KzT): 1.0 Structure Information Risk Category: 11 Building Classification: Enclosed Int. Pressure Coef. (GCpi): 0.18 ASCE740T W 26.11 -1 ORTHfiEORGHAALLBENOTF® EBORECONTNUNO CAONSIRUCTCN DREURVESTHEfltlHTTO fl6WNSPECTMID REEVALUATEDESNN�.NO ARRANWEfHER EXPRNE4N� OR IMPL�.aCONTANED HEREN. g Mean Roof Height (h): 24 ft. Roof Slope (0): Sloped Roof Slope Coefficient (9c): 1.0 Min. Building Dim. (L): 25 ft. End Zone Distance (a): 3 ft. Design Wind Pressure (PmAx +, PMAx -): ASCE 7 -10, Ch. 30.4.2130.6.2 Device CalcalatiolIMASCE 7 -10, Chapter 30, All Subsections ppq�rgg -• -- ASCE 7 -10. Section 30. Wind Loads - Componens and 9. THEHFITFNA � 6lS5UM®O TAO �WUATETO�OMDRI� WD THELOADBM OBEOB THBDE96Ii A9M ORKRE 7ACE8F7�iNOFRAYW OPEMNNGSOE8NNE0ANCO 0 CERTIFIED BYE ENGINEER OFREDORD(EDR). Cladding ORTHfiEORGHAALLBENOTF® EBORECONTNUNO CAONSIRUCTCN DREURVESTHEfltlHTTO fl6WNSPECTMID REEVALUATEDESNN�.NO ARRANWEfHER EXPRNE4N� OR IMPL�.aCONTANED HEREN. g Florida Building Code 2010 ed. I DDUENSID ESHOW TOLLUSTRA EDSO HER THEYNAYVARYSW HTLY .TOTHEEXIEHTTRATTHEOPENNOARrA{ SNOT SNNJJMTHMS %OFTHEENONEEiEDDEMN. 29 39 x 56 End 7 15.17 7.26 0.85 56.57 1.0 -1.3 43.0 -56.8 30 44 x 59 End 7 18.03 8.06 0.85 56.57 1.0 -1.3 42.5 -55.8 31 36 x 38 End 7 9.50 1 3.34 0.85 1 56.57 1.0 -1.4 44.2 1 -59.2 32 36 x 38 End 7 1 9.50 3.34 0.85 56.57 1.0 -1.4 44.2 -59.2 33 36 x 38 End 7 9.50 3.34 0.85 56.57 1.0 -1.4 44.2 -59.2 34 36 x 38 End 7 9.50 3.34 0.85 56.57 1.0 -1.4 44.2 -59.2 Prepared in accordance with: VWF RRm;; oDuc"rM OVUSAi�mwis1-mW-1 - M.F!"ionnixEmvai�uuranoNS • - ,,•,��,•'- "��••• •, .•,• -- ��`"••'` ` ••'•p,�•••'� "•• "'•�� "�,••y`•°�" ppq�rgg -• -- ASCE 7 -10. Section 30. Wind Loads - Componens and 9. THEHFITFNA � 6lS5UM®O TAO �WUATETO�OMDRI� WD THELOADBM OBEOB THBDE96Ii A9M ORKRE 7ACE8F7�iNOFRAYW OPEMNNGSOE8NNE0ANCO 0 CERTIFIED BYE ENGINEER OFREDORD(EDR). Cladding ORTHfiEORGHAALLBENOTF® EBORECONTNUNO CAONSIRUCTCN DREURVESTHEfltlHTTO fl6WNSPECTMID REEVALUATEDESNN�.NO ARRANWEfHER EXPRNE4N� OR IMPL�.aCONTANED HEREN. g Florida Building Code 2010 ed. I DDUENSID ESHOW TOLLUSTRA EDSO HER THEYNAYVARYSW HTLY .TOTHEEXIEHTTRATTHEOPENNOARrA{ SNOT SNNJJMTHMS %OFTHEENONEEiEDDEMN. 0 2013 E- Tempexcom OR JF RGE EON gM3NCRMMA Un � APP"�°TEFF® �""� FR« °N�w".F ERIEUMNN,,aCOOMMUOT"L NAPIXTC eEroNDTT�wDHO°'.OH�&AILLEDF BA° OC ATE&FED ODEO3&FRO.°�-11ONSo"TMS y 1D: fhWndowdoor- -P1867 S. ENMN NOE E SSHMNOT VWMTHSJCMLNFORNATCNCONTANEDHERENOB ASMONCONTRACTORaIPKMDATAANDIA= AMJRHIIFNMENONEERNOE* RES WAUNOTBEHMORESfONSMEORLPBMLEN ANYWAYFOR EiRONEOUSOR N(CCURATEOATAOR NE0.91RINENT &WORKSHALL BE ELD VERIFIED PRIOR TOOONS RUICTCN. ENS NEERNa E%PHESSa7ALLSENOfFEDANDCBVEN AN OPPORTUNRYTORE- eaLUATEOUR WORKUPON DECOVERYOF/MYNACCURATENFORMATCN PRIM TONDDFCATCN OF SISTNO FIELD CONIDRDNSAND FA®iCATCN AND NSFALLATCN OFNATERNL& WrrH RAISED ENGN SEAL 07/19/2013 Page 2 of 2 7. ExcEPTASE P11ESSYPROwED HE16N .NOADOIfCN LCEflTgCATI�80flAFFWMATCNB AEA &DITION&OR VALID FOR (1) JOB ONLY OTHER MAFIMOSTOTHNDOCUMFNTA9ENarFMb rrED AND NVALCAMOUR CERTFCATCN MIA MI•QHADE MIAMI -DADS COUNTY PRODUCT CONTROL SECTION DxPARTimim OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 3154599 NOTICE OF ACCEPTANCE (NOA) www.mlamidadeggyl� T. M. Windows LLC 601 NW 120 Ave. Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated. below. The Miami -Dade County Product Control Section (in Miami Dade County) and/or the AHJ (in areas other than Miami Dade 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. PERA 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 Hi Veloci Hurricane Zone. DRSCRIPTI : Series "805" Aluminum Horizontal Rolling Window — APPROVAL D M U MI IT r : rawmg N o. zontal Rolling Wdw. (L.M.1.) -, sheets 1 through 7 of 7, dated 09/19/08, with revision C dated 02129/12, prepared by A[— 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 RATIN •je nd Small Missile I t LABELING: Each unit shall bear er's nam e or logo, city, state, model/series, 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 0 09-1110.02 and consists of this page l and evidence pages E- }RE2 an E-3,-W well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12- 0321.42 Expiration Date: May 13, 2414 12 Approval Date: May 03, 2012 C Pagel T. M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No WO"1, Sheets 1 through 7 of 7, dated 09/19/08, with revision C dated 02/29 /12, prepared by Al FaroN Corporation, signed and sealed by Javad Ahmad, P.E. B. TES_ TS 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 4) Forced Entry Test, per FBC 24113.21 and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- -5945, dated 07/31/09, signed & sealed by Julio E. Gonzalez, P.E. (SubmiNed under previous NOA No. 09- 111102) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) 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 24113.2.1, TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTIr5457, dated 01122/08, signed & sealed by Carlos S. Rionda, P.E. (SubmMed under previous NOA No. 49- 0105.02) 3. 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 aluminum horizontal rolling window, prepared. by Fenestration Testing Laboratory, Inc., Test Report No. FTI. -5459, dated 01/17/08, signed & sealed by Michael R. Wenzel, P.E. (Submitted under previous NOA No. 49-4145.02) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 2o2-94 2) Large Missile Impact Test per FBC, TAS 20194 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of an aluminum horizontal rolling window (XO), prepared by Fenestration Testing Laboratory, Inc., Test Report No. F11-3995, dated 11/13/03, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No. 04- 0120.41) &,A "eg�2— Manuel Pe Product Control NOA No. 12-0321.02 Expiration Date: May 13, 2014 E-1 Approval Date: May 03, 2012 T. M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE gfflhflMD B. TESTS (coN iwm) 5. 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 24113.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling- window (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3946, dated 11/04/03, signed & sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No. 04- 0120.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, revised and updated to FBC -2010 on 02/27 /12, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Partially submitted under previous NOA #09- 1110.02) 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to EX DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11--0325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16 3. Notice of Acceptance No. 10- 0331.02 issued to Cytee Industries, Inc. for their "Uvekol S Laminate Gloss Interlayer", dated 05 /05/10, expiring on 02108/14. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated February 27, 2012, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. FTL -5945, issued by Fenestration Testing Laboratory, Inc., dated 07/31/09, signed and sealed by Julio E. Gonzalez, P.E (Submi ted under previous NOA #09-1110.02) Man P .E. Prodnet Control xa er NOA No.1 1.02 Expiration Date: May 13, 2014 B-2 Approval Date: May 03, 2012 T. M. Windows LLC NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 3. Laboratory compliance letter for Test Report No. FTL -5457, issued by Fenestration Testing Laboratory, Inc., dated 03/13/08, signed and sealed by Carlos S. Rionda, P. E. (Submited under previous NOA No. 09-0145.02) 4. Laboratory compliance letter for Test Report No. FTL -5459, issued by Fenestration Testing Laboratory, Inc., dated 02/21/08, signed and sealed by Michael R. Wenzel, P.E. (Submitted under previous NOA No. 09- 0105.02) 5. Laboratory compliance letter for Test Report No.'s FTL -3946 and FTL -3995, issued by Fenestration Testing Laboratory, Inc., dated 11/04.- 13/03, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No 04= 0120.01) G. OTHER 1. Notice of Acceptance No. 09-1110.02, issued to T. M. Window, LLC, for their Series 805 Aluminum Horizontal Rolling Window - L.M.I., approved on 03/17/10 and expiring on 05/13/14. Manned Pe E. Product Control R m er NOA No. 12-0 1.02 Expiration Date: May 13, 2014 E-3 APProval Date: May 03, 2012 3/18° ANN. GLASS o90• INTER&AYER SAFLEX mG BY SOLUTIA pL. 3/10' ANN. GLASS GTE X00 ' DOW COPo+ING 995 p 13 7110" OVERALL CLASS 3110° HEAT STREMD GLASS of 61988 TYPE 'A' 120' HJTERLAYER GLASS TYR 'C' UVEKOL -UO RESIN GLA89 TYPE 'E' BY 'SURFACE SPEgALT1E8 INC,' INT.( -) 3110' HEAT STREWO GLASS I INT.( -) GE RR47700 ` � I== DOW CORNING 990 I HEAT STREN'D GLASS 3/10' HEAT SfREN'D GLASS SILICONE OE ROS77OG -OOW CORNING 995 1117Y 7/16' OVERALL GLASS Tm 'Br -3110' ANN. CUSS 120° INTERLAYER UVE(OL -LIQ RESIN \ , CBY 'SURFACE SPECIALTIES INC.' r -3/18' ANN. MASS CONE 8037700 9 CORNING 093 y� SERIES 80a 'ALURRMH HORIZONTAL RQUXRG I9DVI. DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 1 & 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DARE COUNTY APPR'D WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUU.ION APPROVAL WILL APPLY TO ENTIRE SYSTEM. TEMP. GRASS 1/4' AIR SPACE ANN. GLASS 090' WTERLAYER SAFLEX IHG PYB BY 'SOLUTIA' ANN. MUSS 990 �W LOA, XO OR OR SIZES MAXIMUM DEMON LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER of 61988 TYPE 'A' I GLASS TYPE 'E' GLASS TYR 'C' I 1GAAM TYPR b' GLA89 TYPE 'E' EXT.( +) INT.( -) mpat, ) I INT.( -) EXr.( +) I INT.( -) I W.( +) lNT-(-)I EXT.( +) 1W.( -) SMO 1 00.0 F 60.0 1 130.0 1 0.0 1 00.0 1 55.0 i 00.0 1 79.0 1 70.0 FOR NO ALUMIMBI LATmm. SWEEP LATG9IES MAX. LOADS 7O ! THPR PRODUCT HAS S�ER ESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF RIDA BUOAING CODE E JMUDING NIGH VELOC GANG' ZONE (WOOD OMUST 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 LOA M CONDITIONS NOT SHOWN 114 THM DETALS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY MATERIALS 04CLLMM BUT NOT LIMITED TO AL SCREWS, THAT COME INTO CONTACT WITH OTHER DISS0JtAR l SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. it 14mv g0 P. �rr 6� J g N 7S �ad I� NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05— DEC -219 Q ® V THESE WINDOW ARE RATP FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS W N{1 "REQUIRED, MA ,Eepc RAW py�, +' — � 4 FLA PEIL7�2' • t , ��8 t ' + 30Edfin8 Da o Hi droning m W08 -81 APR' AIXX_ ANCHOR REOD. FOR WSTAUATIONS INTO W smuclt m OR THRU WOOD BUCKS INTO MASONRY FALSE MUNTWS)) ( NY USlIi WINDOW WIDTH GLASS TYPE 9' 10 1/4° Gum TYR 'C' 8° MAX. EXT.( +) 1M.( 9 3/8' 3° AT FIX LITE 1NT.(-) EXL( +) 1M.(-) MAX K\SILL A VEW T- 90.0 00.0 8' MAX. EA /SILL CORNERS xUx SLY.f..f` UM DESIGN LOAD RATING - PSP OR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 9' OLAB/ 9YPS 'B' Gum TYR 'C' at TYPE '8' EXT.( +) 1M.( EXG( +) 1NT.(-) EXL( +) 1M.(-) 80.0 90.0 90.0 t30.0 90.0 00.0 78.0 79.0 ALUM LAMiES, FOR METALUC SWEEP LAY04ES UMR MAX. U1AD8 TO 380.0 ADDL. ANCHOR FEW. FOR OWA LA71M INTO WOOD WRUC DIES OR 7HRU WOOD BUCKS INTO MASONRY FALSE gqMpUpMLI®I S� (SURFACE USED V WINDOW WIDTH 14 7/8° 3- MAX. SILL 1 I I I 1 II II II II i II II II i I� II II I, a li I, 4 it B ii II ro 1^ 8" MAX. CORNERS h 4Pis ;1110 -i!f I • I I 1 i ! 24 81e' �° MpX, 24 8/8' O.L. CPO. D.L. OPG. O.L. OPM 29 1/4' 29 1/4- 'k VENT WIDTH VENT WIDTH XOx SIZES XIMUM DESIGN LOAD RATING - F FOR SIZES SHOWN ABOVE OR SMALLER LOAN SHOWN AlVVE ARE FOR WINDOW VENTS WTH SIMN LOADED MIN aTCHM FOR METALLIC LATCHES LIMIT MIX LOADS to 380.0 PSF. OIr,M140 AI( PRODUCPRIi MD FtA'PE 7ti8�1 11R.P�18aHI1t�PIp&is NOTE: �' p GLASS CAPACITIES ON THIS SHEET ARE my BASED ON ASTM E1300 -04 (3 SEC. GUSTS) mn1 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOB- DEC -218 w SNM is �Za Drawing no. WOB -81 410 X 3/8' PH 919 'L PER CLIP Li 14 4' l wrom LOAD tXJP REAL ITS: ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. WEEPHOLES: W1 - 1 -1/4" X 1/4' WEEPHOLES WITH PLASTIC BAFFLE AT 4 -718' FROM EACH END AND AT MIDSPAN W2 - 1 -1/4" X 1/4" WEEPHOLES AT 4-7/8' FROM EACH END AND AT MIDSPAN W3 - 2" LONG WEEP NOTCH AT EACH END W4 - 1" LONG WEEP NOTCH AT 32" FROM EACH END UN Y APPROVED LION ANCHORS NOA WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. A C . FOR SPACM MIRE 1 BY 'ELCO' 1» Ko, F1-18B xel) INTO 2BY 000 STRUCTURES 1 -1/2' 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 -5/8" MIN. EMBED INTO CONC. OR MASONRY 1 14" TEKS OR _SE! C DRUM SCREWS (OPADE B CRS) INTO METAL STRUCTURES - STEEL : 0.105" MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (6083 -TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 414 SMS OR SELF OR1 L INO SCREWS (OWE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. - 1/8') (NO SHIM SPACE) lYPJm EDGE DISTANCE INTO CONCRETE AND MASONRY - 2 -1/2' MIN. INTO WOW STRUCTURE - 1' ON. INTO METAL STRUCTURE = 3/4' MIN. CONCRETE AT HEAD, BILL OR JAMBS 1'c - 3000 PSI MIN. C-90 HOLUM/FILLED BLOCK AT JAMM Pm - 2000 PSI MIX. X11.' A z n 3 1 �0 za droving no. W08 -81 o!l S=MW Slat" I . . . . . . . . . . Nil - ,, = ,�Z��, i,■"i■ ,_�liJ Liles, -,�___ f r 1011111 0 FRAME HEAD .077 .313 •563 1.420 SILL TRACK 1.071 .062 1.aBB LIP. .9� SILL CLIP ADAPTER FRAME SILL TOP 1.378 1.000 .082 -( .780 Lees t.2b0 I 12b k 1.000 3 WINO LOAD CLIP !� TOP & BOTTOM RAIL 1 1.780 .084 .128 2.01 1.vS 18 MTG. STU REINF. A&9 1.000 .800 2ata O 107 JAMB STILE .128 2.312 18 FD(. STILE REINF. .mb 1288 2.373 1.5781. 1.748 ,849 1238 1.780 -+ 98a no MEETING STILE 12 VENT LATCH LTBM PART B QVAN7M D=C=VW maTmAT. I IdANF./ 1 7M -130 1 FRAME HEAD 6063_78 _ 2 TM -1338 t FRAME SILL. BASE 8083 -T6 - 3 TM -136 1 FRAME SILL UP 6083 -T8 - 4 TM -132 AS REM. FRAME JAILS - VENT �8J-TB - 6 TM -13tA AS RECD. FRAME AS - rOU 6083 -TB - a IM -13B 2/ VENT TOP AND SDTTOM PAIL 8083 -•T8 - 7 7Y -138 f/ VENT MIS SIZE 8083 -TB - 8 YM -140 1/ VENT MEETINO STILE 6083 -T8 - 9 TM -137 1/ VENT RW 1WDLE (SPRO LOADED LATCH) 8083 -TB - 9A YM -137A 1/ VENT FOSID WU PW LATCH) 0003 -T8 - 10 TM -136 1 SILL TRACK INSERT 6083 -T8 _ it TM -136 1 SILL CUP ADAPTER, t2' UM 6089 -TS AT MrO. sold LOCAYON 12 VENT WNW LOADED VENT LATCH, 3-1/8' LONG SM -TB AT MID SPAN 12A VE14I META C SWEEP LAWN - AT MID SPAN 128 /LATCH IR'® LAR N MO WING S�wS - FH SMS 13 STM-141A READ. CLAZVIO BFAO (L MW W MASS) 6083 -T6 134 RECD. CAZWO BEAD MMUL, LAM. CLASS) 8883 -T6 14 REW. WOID LORD CLIP, 4' LONG 8083 -T8 IB STLE MEM O STILE RMVORONG 8083 -TB MILE FOKD STILE REWFCRMNS 8889 -T8 - 17 W31225 AS REM. IN SEA1. WSI Imm (270° x 22o' MGM) WOOL IB W43371 AS 1M. IN SEAL WWWMPPING (•167° X .3Yn' WOO. f9 W43201 AS REOD, FIN SEAL W'SIRPPINB .167- X 200' H0H WOOL 20 PAW - . ADHE91VE BOOK CLOSED C" FOAM 7/6' X 1/2' X 1 -7/18' LOIO 21 2/ VENT VENT ROLLER ttotlsING a 010E PLASTIC AT EACH END 22 - - VENT ROLLER/ffilm DRABS - 23 S12 X 1' 2/ CORNER FIWVME A1iSI31SI.Y SCRIMS - P.N. PHILLIPS SM8 24 010 X 1' 2/ CORNER VEI4r ASSEMBLY SCREWS - PH. PHUAPS 6153 28 - 1/ LATCdI VEM LAMM SPRWO ST. STEEL - 28 W31178 AS NZ F M SEAL WYSTRWINNG (.187° X .178° HIGH) WOOL - 27 IM -161 I 1 801 RESI07 8083 -TB - 2.312 2.312 966 .088 •435 .183 .602 .040 96a Sao .010 j= 1.437 1.000 1.237 1.378 1.000 1.237 -� 923 .923 1.760 1.780 I= STILE (SPRING LATCH) FRAME Sill. BASE I LJ FRAME JAMB - VENT &1 73 FWD STILE (SWEEP LATCH) GLAZING BEAD GLAZING BEAD lT. MM. GLASS) (MR. LAM. GLASS) .937 .OB2 TYP. T.12 18 42 RIP LEO AS LEOD. .876 • FRAME JAMB - FD(ED 27 Stu. RISER a� Z f ml I N R7 � ,j L S6 Z F d� -5 LThu drDWing no. W08 -81 rat /10 I tempi{. SMS. ma C2) d. App. aa� O• 8 ~Fy aM tll$1 drawing no. W08 -89 MILAAMFO EM MIAMI -DADE COUNTY' PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 orida 33175-2474 BOA AND CODE ADMINISTRATION DIVNION T (786) 3155 --2590 �F (786) 315 2599 NOTICE OF ACCEPTANCE (NOA) . t r T. M. Windows, LLC. 601 N.W. 12* Ave. Pompano Heath, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade 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. PERA 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 "605 "Single Hung Aluminum Window APPROVAL DOCUMENT: Drawing No. v es 645 Aluminum Single Hung WDW.(LMI) ", sheets 1 through 7 of 7, prepared by Al- Farooq Corp., dated 0424 -M and Iast revised on APR 25, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance num on County Product Control Section. MISSIILE IMPACT RATJ[N •Large and Small Missile Impact t Limitation: L Exception: Glass type I (sheet 4) is p_g_t approved for Small Missile Impact Rating & shall not be installed above 30' above the grade. 2. See Design Pressure Ratings size VS glass type and reinforcement type in sheet 2. All United installed with optional Fin mount are limited to max Dp = +/- 61.0 psf LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur alter 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 wed 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 & renews NOA # 09-0604.24 and consists of this page 1 and evide ges E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. —� NOA No 12-0213.05 y ' Expiration Date: July 05, 2017 Approval Date: May 043J!'Z- T M LL C. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 094*04.24) 2. Drawing No. 'W06 -34 Rev E., titled "Series 605 Aluminum Single Hung WDW.(LMI) ", sheets 1 through 7 of 7, prepared by Al- Farooq Corp., dated 0424 -06 and last revised on APR 25, 2012, signed and sealed by Javad Ahmad, P.E. B. TESTS (transferred from file # 09- 0604.24) 1. Test report on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Large Missile Impact Test, TAS 201 -94 4) Cyclic Loading Test, per TAS 203 -94 along with installation diagram. of an aluminum Single ?`lung window, prepared by Fenesion Testing Laboratory Inc., Test Report No. F11-5439 dated 12 -10-07 and FTL -5742 dated 01- 22 -09, both signed and sealed by Michael S. Wenzel, P.E. 2. Test report on (Transferred from file # 07- 0404.04) 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 4) Large Missile Impact Test, TAS 201 -94 5) Cyclic Loading Test, per TAS 203 -94 along with installation diagram of an alum Single Hung window, prepared by Fenestration Testing Lab Inc., Test Report No. FTL -3975 dated 10- 22 -03, FTL -3755 dated 03 -24-03 and FTL -4514 dated 01- 25 -05, all signed and sealed by Edmundo Largaespada, P.E. 3. Additional test report No. CTLA -416W dated 04 -11 -00 issued by Certified Testing lab w/ addendum. letter Jan 22, 2002, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS 1. Anchor Verification calculations complying w/ FBC 2010, prepared by AL- Farooq Corp. , dated JAN 18, 2012, signed &sealed by Javad Ahmad, F.E. 2. Anchor Verification Calculations & comparative analysis complying w/ FBC 2007, prepared by AL- Farooq Corp., dtd 05- 15- 09,'sigued &sealed by Arshad Viqar, P.E. (file#094M.24). 3. Glazing complies w/ ASTME-1300 -02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex Clear or colored lnterlayer", expiring on 05/21/16. 2. Notice of Acceptance No.12- 0130.01, issued to Cytec Industries Inc. for "Uvekol S laminated glass interlayer ", expiring on 02/08/2014. F. STATEMENTS 1. Statement letter of conformance FBC 2010 and letter of 110. financial interest, prepared by Al- Farooq Corporation, 01/13/12, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance FBC 2007 and letter of no financial interest, prepared by Al- Farooq Corporation, dated 05/28/9, signed and sealed by Arshad Vigar, P.E. (file # 09- 0604.24) 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises & renews NOA # 09-06o4.24, expiring on April 21, 2016. 2. Test proposal # 07 -3765 approved by BCCO dated Feb. , 2 7. j 414 I aq L Chanda, P.E. Product Control Examiner NOA No 12- 0213.05 Expiration Date: July 05, 2017 E -1 Approval Date: May 03, 2012 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHATTERS ARE NOT REQAIRED. SERIES 606 ALUMINUM SINGLE BUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -OADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL TO ENTIRE PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILAING CODE INCwOwa HIGH VELOCITY E 20NE 181 OR 2BY WOOD SUCXS 8Y OTHERS, M CHOKED PROPEtaY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALT. BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION MCW -ASE IS USED IN DESIGN OF ANCHORS WTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LINKED TO STEEELL// ETAL SCREWS; THAT COME INTO CONTACT WITH OTHER DISSIMIAR MATaALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. D.L. OPa. W. (FIXED) 21' MAX. A HI:AD/BaL n n n n B II it it I� 1 II N II 11 II i1 11 11 II II II II —= -rr --- =- ii .1 47 3/4' 8 VENT WIDTH J TYPICAL ELEVATION EQUAL. LISES ( DESIGN CAPACITY C FALSE MUNTINS (SNIm USED q IA A Lxvtti ua. urv. �rcnl J 90 1 /B' VENT WIDTH TYPICAL ELEVATION WITH OPTIONAL FIN EQUAL LSSES (LIMIT DESIGN CAPACITY TO *61.0 PSF MAX.) O.L.O. WIDTH (FIXED) o WINDOW WIDTH - 4.878° D.LO. WIDTH (VENT) WINDOW WIDTH - 8.378° D.L.O. HEIGHT o WINDOW HEIGHT /2 - 4.5' i INS"" 6111"110 Nk11R1► 5 20t2 LAMINATED GLASS INSUL. LAM. GLASS LARGE MISSILE IMPACT �v O IPA vO �3 �mm n raa c aramng no. W06 -34 D)tBIGN LOAD CAPACM'Y - 118E (SITH BTBSL 1tSIN1rORCIId6) WINDOW' DIME. TYPE '1!' iM27D1 iMi6f,T k9f1'.( +) 1M.( -) 19 -1/8° 28 -i/2` 97° s3 -,/s° �° (a) �.0 118.0 80A t 160 80A ila0 soa llao 18 -1/8' 28 -1 /Y 37• 99 -t /8° 38 -3/8° (4) �A 11a0 80.0 118,0 80A 118.0 80.0 118.0 99 -1/8° a8 -1/2° 3r s3 -1 /B° � -8�° (B) l�.a 17a0 a�,0 ,1a0 80.0 118A no ,laa 19 -t /8° ae 1/2" 3r 89 -1/8° �8�, (� 80.0 11x0 BOA 1160 80.0 1160 �.0 1160 19 -1/9° 29 -1/z° 3r 89 -1/8° (s) �.0 71ao BOO 1160 �.0 11ao no 1fa0 19 -7/8° 28 -1/2° 3r � m 84.0 1160 80.0 118.0 80.4 ,160 a8 -t/2° 37° 7�� a° Bob 1,a0 B4A 1160 80.0 1160 za• JO' 38° 42° 48° 84' �° (8) soo 118.0 80A 1160 80A 1160 80A 1 f a0 BOA 118.0 860 1 f a0 a4' 30° 38° 42° 48° Ba° �) �.0 178A 8a0 1160 8a0 t 18.0 no 118.0 80.0 ita0 Bob 1,ao 24° 30" 98° aa° 72° (>) BOA 118.0 80.0 118.0 80.0 118.0 �A 7164 aa° �° 84" s BoA nao BoA l,ao 775 n.8 eoo aoo D)tBIGN LOAD CAPACM'Y - 118E (SITH BTBSL 1tSIN1rORCIId6) WINDOW' DIME. TYPE '1!' iM27D1 iMi6f,T k9f1'.( +) 1M.( -) 19 -1/8° 28 -i/2` 97° s3 -,/s° �° (a) �.0 118.0 80A t 160 80A ila0 soa llao 18 -1/8' 28 -1 /Y 37• 99 -t /8° 38 -3/8° (4) �A 11a0 80.0 118,0 80A 118.0 80.0 118.0 99 -1/8° a8 -1/2° 3r s3 -1 /B° � -8�° (B) l�.a 17a0 a�,0 ,1a0 80.0 118A no ,laa 19 -t /8° ae 1/2" 3r 89 -1/8° �8�, (� 80.0 11x0 BOA 1160 80.0 1160 �.0 1160 19 -1/9° 29 -1/z° 3r 89 -1/8° (s) �.0 71ao BOO 1160 �.0 11ao no 1fa0 19 -7/8° 28 -1/2° 3r � m 84.0 1160 80.0 118.0 80.4 ,160 a8 -t/2° 37° 7�� a° Bob 1,a0 B4A 1160 80.0 1160 za• JO' 38° 42° 48° 84' �° (8) soo 118.0 80A 1160 80A 1160 80A 1 f a0 BOA 118.0 860 1 f a0 a4' 30° 38° 42° 48° Ba° �) �.0 178A 8a0 1160 8a0 t 18.0 no 118.0 80.0 ita0 Bob 1,ao 24° 30" 98° aa° 72° (>) BOA 118.0 80.0 118.0 80.0 118.0 �A 7164 aa° �° 84" s BoA nao BoA l,ao MASS Z 31 8 Q F , Siam g Ulm -AW 7 6 4i3 W �¢_ gN o 90 -.'If' - - n m moTV9 () NO. M PAREMFB STS MD]CAIE NO. OF ANCHORS PER 4AMS RI C 782 NOTE: 9a97J�e GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 3 SEC. OUSTS) dr"ng no. () No. M PAt NTHE99 INDICATE No. ANCHORS PER ware AND FLORIDA BUILDING COMMISSION WOB -34 DECLARATORY STATEMENT DCA05� -DEC -219 A $ 5 2012 sheet of 7 DBSIOAI LOAD CAPACITY - PAF (81'1'Q ALUMTNDA/ B)Dpi!'ORCDVG) GLASS TYPE 19IND09 DDAB. TYPE 'C' 'D' k 'S' CLAW TYPE 'F' TYPE 'G' TYP$ '8 GLASS TYPB '1' OLASB 1'Y!'B 'J' WIDTH lil' E)IT.( +) 1M { -) flXT.( +) 1M.( -) OR.( +) 1M.( -) OR.( +) 1M.( -) EKf.( +) 1M.( -) IXT.( +) 1M.( -) EXI'.( +) iM.(-) 18 -1/8° 70.0 70.0 B1A 81.0 80.0 BQA 80,0 8A0 �A �A 80.0 80A 80.0 a" 19-1/8- 28 -1/2° �° 70A 7Q0 81.0 67.0 B0.0 �A 80.0 �A �.0 a�.0 Bob 80.0 80.0 �.0 3r (4) roA 70.0 81.0 87A 80.0 �A 80.0 80,0 80.0 80.0 80A 80.0 80.0 80A roA 70.0 BtA 81A 80.0 80.0 80.0 80.0 80A BO.O 80.0 80.0 roA 70A 81.0 81.0 80A 80.0 80.0 80.0 80A 80.0 80.0 80.0 28-1/ D3�3, ro.0 70A B1A 81.0 80A 80.0 BQO �.0 8DA 800 80.0 80.0 fIOA roA 70.0 81A 81A 80.0 80.0 80.0 Bob 80.0 80.0 BOA 80.0 80.0 80,0 roA 70A BtA 81.0 80A 80.0 80.0 �.D 80.6 80.0 BOA BOA -1 /H' 70.0 70A 81.0 87.0 BOA 80.0 80.0 B0. 80.0 80A 80A B6.0 Bob �.0 28-1/2 >�-8 70.0 70.0 . 8)A B1A BQ,O 80A Sol- SOA BOA 80.0 80.0 80.0 80A 80.0 37° (8 ro.Q 74A B1A etA �.0 �.0 80.0 �A Bo.O 80.0 �.0 80.0 �.O 8Q.0 83-1/ 70.0 roA B1A 81.0 80,0 �A 80.0 80A 80.0 80.0 80.0 80.0 80A 80.0 18 ^1/8• roA 704 87.0 81,0 50.0 80.0 80.0 8QA 80A 80A BQ.O 80A Bob 80.0 28 -1/2° 70.0 70A 81A 81.0 �.0 80.0 80.0 84A 80.0 8D.0 80.0 80.0 80,0 mA 37° 58-5/v 70.0 70.0 81A 8fA BOA 80.0 80.0 80A 8OA 80.0 80A 80.0 80.0 80.0 89 -1/e° 70.0 70A 81A 81.0 @0.0 �.0 80.0 80A �.0 80.0 �.0 �.0 8DA �.0 1e -1/e" Tao Tao 6,A e,A Boo 80.o no soo �.o eo.o �.o ao no 80.0 n -, /a° � 70.0 roo etA s1.o eoA �.o �.0 no a" 80.0 �A Boo no 80A 07.0 sr 8 roA 70.0 81A B1A �A 80.0 80.0 80.0 &IA Sao 80.0 �.0 89-7 70.0 70.0 81.0 BtA 89A 80.0 0 � 80A 80.0 80A 80.0 84A BOA 18 -t 70.0 70A B,A 61.0 80A 80.0 �. 80.0 80A 80.0 80A 80A 80A 28 -7/2° M, 70,0 70A BtA 81.0 80A �.0 80.0 8a0 �.0 &!A 80.0 80A 80.0 a.0 97° (7) ro.0 70.0 81.0 81.0 80.0 80.0 80.0 BDA 80.0 SDA 80.0 80.0 80.0 80.0 a3 -1/8° - - 8fA 81.0 - - 80,0 �.0 80.0 O.0 782 78.2 80,0 �.0 19 -1/8" 7a0 70A 8fA 8fA 80.0 80.0 80.0 80.0 80.0 80A 80A 80.0 Bob 80.0 28 -1/2• X3/4. 70.0 70.0 81.0 81.0 BOA 80.0 BOA �.0 80.0 �A 80A �.0 �.0 80.0 9r (t) Tao 7oA 81.0 81.0 80A 80.0 eaO 80.0 �.o �.o SQ.o 80.0 �A BOA 89 - ►/8" - - 81.0 B1A - - 77.8 77.8 80.0 BOA 74.8 748 80.0 80A 24° 70.0 70A B1A 81A 80A 80A 80.0 80A 80.0 BOA �.0 80.0 80.0 80A �° 70.0 70.0 81A 81.0 80.0 8a0 80.0 8QA 80.0 80A 80.0 BOA �.0 80.0 38° 70.0 7QA 81.0 81.0 80A 8a0 80.0 80.0 80.0 80A 80.0 80.0 �.0 80.0 4Y � 70.0 70A 61.0 61A 80.0 80.0 60.0 80.0 80.0 BOA 80.0 SOA 80.0 80.0 48° 70.0 roA 81.0 8fA �A 80A 80.0 80A �A BDA 80.0 80.0 80.0 80.0 84• 70.0 70.0 81.0 81.0 �.0 80.0 80.0 80.0 80.0 80A �.0 80A 80A 80A 24• 70.0 70A 81A 81A 80.0 80.0 80.0 80.0 BOA 80.0 80A 80.0 80.0 80.0 30° 70.0 70.0 81.0 81.0 80.0 80.0 804 50.0 86A 80.0 80.0 BOA 80.0 80A 38° 70.0 70A B1A BtA 80.0 80.0 80.0 80A 80A �.0 BOA 80.0 e0A 80A 42° � %Q %0 81.0 81A 80.0 80.0 80.0 80.0 �.0 80.0 9oA BOA 80.0 BQ.Q 48° 70A 7a0 8fA B1A 80.0 Bao 80A 80.0 80.0 80.0 Bob 80.0 BOA 804 84° 70.0 70.0 BtA 8tA 80.0 80.0 80A 80A 80,0 Bob 80.0 80A 80A 80A 24° roA 70.0 61.0 81.0 80.0 80.0 80.0 80A 80A 80,0 80.0 80A BOA 8a0 �" 70.0 70.0 81.0 61.0 �.0 80.0 80.0 �A 80A 8QA 80.0 80.0 �.0 80.0 3B° ro.o roA 61.0 elA �.o no no B0.o no 80.0 Boo BOA eao �.Q aa" � roA roA 61.0 61.0 no no �A 80.0 64.4 Bo.o �.o Bao eaa a.o 48• ^ - 81.0 CIA - 80.0 Sao 84A 50.0 80A 80A 80.0 �A 94° - ^ 81.0 81.0 - - 78.1 78.7 78.1 78.7 78.8 78.8 764 764 24° roA 7a0 BtA 81A 80.0 W.0 800 �.0 80.0 80.0 90.0 80.0 BOA BOA 7w° 76.0 7a0 BIA 81.0 80A 80.0 80.0 BOA BOA 80.0 80A 80.0 80.0 80.0 9B° 84° - - 51.0 61.0 - - no 80.0 8aA 80.0 80.o eao eoo so.O aa• (s) - B1A eo.o aoa 80A �.o BQA Bob �.o Boo ae" - e,.a so.o Boo Bob Bob ANN. GLASS CONE CORNING 988 v, f0 u GIASS TYPE 'CJI/' 1 /B° ANN. GLASS 090' INTERAYER CSAFLEX GIG PVB BY SOLLI MA 1 r-I1W ANN. GLASS ANN. GLASS 1/4' AIR SPACE 3/18" ANN. GLASS —i20" INTERLAYER SAFLEX GIG PQ BY SOLUT14 080' INTERLAYER UVEKOL —LIO RESIN SAFLEX GIG PVB BY 'SOLUTIA' SAFIEX MG PVS By SOWTIA 3/18' ANN. GLASS SILICONE 1 I r 3/18" ANN. GLASS f''1'J''II/✓ SILICCI GLASS TYPE SGJCONE DOW CORNING 995 G��3'I' n DOW CORNING 895 zt 7 n � 11 •, n l I H P NOT OUAUnED FOR SMALL 14, C GLASS TYPE 'D'D' GLASS TYPE 'E' 1/8" ANN. GLASS NEAT SIREN O GLASS 1/4' AIR SPACE ' INTERLAYER 1/8" ANN. GLASS SAFLEX GIG PQ BY SOLUT14 .000" INTERMAYER SAFLEX GIG PVB BY 'SOLUTIA' 1/8" HEAT ro SILICONE 1 I r Filer SMACOME fauLSnao NEAT S11WO GLASS 120' IMERLAYER UVE M —LIO REM 3118" NEAT SMEN'0 GLASS r GM N�__ ju GLASS TYPE 'Fs� ��F' 118" TEMP. GLASS 1/4' AIR SPACE 1/8" NEAT STREN'D GLASS 090' INTERLAYER V -1/8 NEAT STREN'D CUSS 1 Ir uu � 9 GLASS ME 'J PR 2 5 r r, ✓ 00 �� W � F I a za � %l o drawing no. W06 -34 / //( i'bpFrt f''1'J''II/✓ 6 n GLASS TYPE I G��3'I' n THIS MAN TYPE ONLY FOR LARGE MILE MACT USE. NOT OUAUnED FOR SMALL MISSILE IMPACT AREAS. GLAZING OPTIONS NEAT S11WO GLASS 120' IMERLAYER UVE M —LIO REM 3118" NEAT SMEN'0 GLASS r GM N�__ ju GLASS TYPE 'Fs� ��F' 118" TEMP. GLASS 1/4' AIR SPACE 1/8" NEAT STREN'D GLASS 090' INTERLAYER V -1/8 NEAT STREN'D CUSS 1 Ir uu � 9 GLASS ME 'J PR 2 5 r r, ✓ 00 �� W � F I a za � %l o drawing no. W06 -34 SEE E� FOR ILLUSTRATIVE DRS. ONLY EM. OR INT. FINISHES NOT BY TM 42BOW, .. :AL ANDS E. FOR SPACING Al SEE C1 I OPTIONAL, To SPRING LATCH I 2 APPROVED ANCHORS Lull TYPICAL ANCHORS TYPICAL aNCNO� I ELEV. FOR SPACING SEE E. Fit sPAC•� FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE a". FOR SP mw Fu-120 -. Fy-W KSI) r77 VS. Fy"ISS KS) OD BUCKS OR W= STRUCTURES 1 -1/2" 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" MN. EMBED INTO CONC. OR MASONRY 814 SMS OR SELE DRILLING SCREWS (GRACE 2 INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy m 36 KSI MN.) gytr ALUMINUM : 1/8" THIC MIN. (8063 -TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 412 SMS OR SELF DRILLING aroewee (CROCE 2 CRZO INTO MI MI —DADE COUNTY APPROVED MULLKINS (1/8" THK. MN.) (NO SHIM SPACE) TIIPI�•-q. rG DISTANCE INTO CONCRETE AND MASONRY m 2" MN. INTO WOOD STRUCTURE - 1" MN. INTO METAL STRUCTURE - 1/2" MIN. CONCRETE AT HEAD. SILL OR JAMBS ro . 3=0 PSI MIN. 0-90 NOU.OW /FLLED RLOMt AT JAMN Pm . 2000 PW MIN. SEALANTS ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. WEEPHOLES: W1 0 1/2" LONG NOTCH AT EACH END OF INTERIOR LEG W2 - 7/8" LANG NOTCH AT EACH END OF EXTERIOR LEG w JN AN O 'ERNATS FRAME $IIi t F CAK 8707 592 t -SEE ELEV. ACING FRAME WITH FIN OPTION (LIMIT DESIGN CAPACITY TO *81.0 PSF MAX.) fPR 2 5 2Dt2 �v to gy1 � ffi �ax iN Y 8 drawing w. WO6 -34 VENT ISOM ff= I PART # MY. MISOMM MATURIAL _MANF./80VPPLOol/XWAJdM 1/4- MA)L I OW-30783 I FRAME HW 500-T5 - 1/0 MAX SHIMS 9 OW-37731 1 FRAME SILL (4" HIGH) 6063-TS - SHIM 24 BA13008 1 FRAME SILL Cr HOD 6063-TO - z B 13 17 rfFtCAL ANCHORS 3 GIN -31448 2 MIAME JAMS 8063-Te - MEM SEE ELEV. F!DR SPACING 4 OW-36706 1 MEEIIINQ RAIL 6083-TS - STRULGAIRE 19 a GW-35M I VENT TOP RAIL 9053-T5 - — 6 AP -37730 I VW OWTOM RAIL (e SW 6003-To - -------T----------------- ............... ---------- Vi _GA GW-37M I MW BOTTOM Ra (31 SW em-TS - 7 OW-31134 2 VENT JAMS STILE Goes-To 8 OW-31470 2 VENT STOP 8083 -m - TVINCAL ANCHORS SEE ELEV. 9 9 19-56 4/VENT GLAZINO BEAD ANOLE 8083 -m - FOR sm. 9A SA TM-123 4/VW . OLAMO WAD GCO-73 TV-170 4/VW CLAZINGam Sc TU-151 4/VENT BEAD (INSUL LAM. CLASS) 61263-T8 EXTERIOR toy 10 18 X 11r 12/VENT -GLAZING MAZINS ANGLE SCIUVS STEEL Ri SMS 3 wow mom 11 4037 (1) STRIP -FIN SM WEAWEIISTRIP MTOA4VFRW SILL O.L. OPO. (F=) 12 2240 (1) STRIP FIN SEAL WFATHVISTRIP VENT TOP WINOW WOrH 13 14 3m (2) STRIP. AN SEAL WEATHERSTW 2 1 1/2 "x7/6'zS /4° FSW AL PAD �W JAMS STILES FRAME SILL CORNERS TYPICAL ANCHORS VVENT LATCH LOCK AT 8° FROM ENDS CAST VENT TOP SEE ELEV. FOR SPACING 15A TYPICAL ANCHORS TM -118A 2/VENT SPRING LOOM WRM LOCK -;i;i —a= 5063-18 VENT BOTTOM RAIL SEE to". FOR to - 4A'9NT NVLON VEW INT. CONMRS 1/4- MAX 17 - 2/VENT CALUIVELL WW& SALMCES AT FRAME JAMBS SHIM @ 1/4- SHIM MAX. 18 i1v MR-OR 2/Mff BALANCE COVER VOM FRAME HEAD /JAMBS B 13 Nag 2/Mff CALOVIELL DALANCE CLIP - VENT BOTT, CORNERS 20 - 2 1 012 � 3/4' P.H. go STEEL (1) AT EACH BALANCE 7 21 - 1 012 x IN P.K so STEEL FRAME CORNERS 22 - -8 8 ��Ic . I- P.H. us STEEL VENT CORNERS .......... 23 - 4 #8 x J /4° F.M. SMS. STEEL (2) AT EACH LATCH 24 - 4 #6 x J/8° F.H. ShM STEEL AT EA. PLASTIC Q= 25 - 1 lal 3/l6x3/4xl/$' CHANNEL STEEL AT VENT TOP 20 - 2 Imi/4 TWx4* LONG BAR ALUM. (1) AT EA. MTO. RAIL DID 27 - 1 1/2%10/20/8" CK40M STEEL AT MEETING RAIL 28 IIA-161 2 FIN TRIM FOR JAMBS 000-To 20 YM-tG3 FIN TRIM FOR HEAD 60113-To WHIM I FIN TRIM FOR SILL 60$3-Te M"IIINO CHANNEL 75 MEETING RAIL 2 FBAW-W-M Mm-DAVE Coum APPU CUPPED MIAM �A 32 1 719 178 i REINFORCING CHANNEL 1 6011�75 !A? VENT TOP FIN OPTION) SEE SEPARATE NOA 10 pi I TYPICAL ANCHORS SEE El". FOR SPACIND ;mw— N6,5 5w ........... . j_RZE ................ KrIgr JWO AHMAD .CW --------------- EXTERIOR dmwtrng no. WINOOR WINDOW WIDTH A0 5,2912 W06-34 sneers of 7 Tom+ RAG, F^ -3.042 1 180 1.a2 .,� �- � 600 t' 2590 .082 .847 =2 1.800 3.089 .082 3.7,9 1.000 1.+� O FF gg 1.oaa 3.,66 1.030,.408 I 6 Q FRAME HEAD ® z s9 .a1n .soo 31 O .048 .408 a E,.Z375- 1.000 O FRAME JAMB ® NAIL FIN (HEM) MTG. RAIL REINFORCINGS STEEL MTO. RAIL REIMFORCINGS ALUM" 1.280 ms a � 3 3.340 1.000 1.888 L x.166 938 soo .082 a.190 1.187 ._�. L .040 1.,N .802 .88a 99 �g�y el .tab 1 F 40 IXED 1 378 RAIL O VENT STOP ® 2.No NAIL FIN (JAMB) O TOP RAIL REINFORCING STEEL O TOP RAIL REINFORCING ALUMINUM 1 ar w t.fw 3.199 •1» r; Q .052 1.750 f.11371 2.250 F 1.37062 3.'77 taza 1 ® ,840 .040 ,800 .a3 _� ld �Rg+-d. m ^ 2.8DD 1$1a �f .898 GLAZING BEADS a © VENT TOP PAL �7 SASH SIDE RAIL ® LATCH LOCK now ® NAIL FIN (SILL) 2.202 .987 2•x02 3248 3.248 w�^ w °3 m 997 3.927 4.347 3.439 2.938 .082 3.812 4.312 .�2 2AW 3,x30 ^AS g d 3M9 mumw .062 A62 JAV age 3n 884 .884 1.375 1.378 3.141 3.141 drawing no. 0 VENT BOTTOM RAILS O ® FRAME slur ® NOTE: t M St CAN BE usm 4PR '2 6, 201 W06 -34 sheet 8 of 7 -Till AL-FAROOQ CORPORATION ddW 04-24-45 no on SIMS 605 ALIAS SWU HM WX (LMJ.) RROMUSIM & PROMW DWARAPNIEW 6 11M.061 REM M SMQ OMMMIM T. M IN LLc. IMS 86W. 87 AVE -4 MM & REM. QPn0W 0. 601 N W 12TH AVE. f 1) WOM FM 2W FM POMPANO BEACH, FL 33069 NUAML FLORIDA 33174 (A T M.22 W CKVM TM SHM I TEL (30S) 2644MM FAXCJ0%2GX4WM _ �Fp M- (954) 781-443D FAX (954) 781-SM — ME �:AWNU��VWMUS-34TMVI, Florida. Building Code Online Page 1 of 2 Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address /Phone/Emall Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License QuaNty Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL15920 New 2010 Approved T M Windows LLC 601 nw 12 ave pompano beach, FL 33069 (954) 781 -4430 smetzger@tmwindow.com Frank Bennardo frank@engexo.com Windows Fixed val on Report from a Florida Registered Architect or a Licensed arida Professional Engineer r Evaluation Report - Hardcopy Received Frank Bennardo PE- 0046549 National Accreditation & Management institute, 12/31/2015 Keith E. Lorinos, PE �I Validation Checklist - Hardcopy Received FL15920 RQ COI Cert Indeo.pd f Referenced Standard and Year (of Standard) NUMANA YM TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code hq*//www.floridabtfflding.orWpr/pr app _ o. aspx? parrm- =wGEVXQwtDgsDdFYerPlwH... 1/26/2013 U55 �13'C?�t U63t;t11ry NP - I i(f YCt.t, ?� RE. f!! ;::iFif 'te- !i. -'S... �1!.ii• u::iLL_ ill. 1:1. •• �.•.u.:�L•. . -._ .. Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address /Phone/Emall Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License QuaNty Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL15920 New 2010 Approved T M Windows LLC 601 nw 12 ave pompano beach, FL 33069 (954) 781 -4430 smetzger@tmwindow.com Frank Bennardo frank@engexo.com Windows Fixed val on Report from a Florida Registered Architect or a Licensed arida Professional Engineer r Evaluation Report - Hardcopy Received Frank Bennardo PE- 0046549 National Accreditation & Management institute, 12/31/2015 Keith E. Lorinos, PE �I Validation Checklist - Hardcopy Received FL15920 RQ COI Cert Indeo.pd f Referenced Standard and Year (of Standard) NUMANA YM TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code hq*//www.floridabtfflding.orWpr/pr app _ o. aspx? parrm- =wGEVXQwtDgsDdFYerPlwH... 1/26/2013 Florida Building Code Online Product Approval Method Date Submitted Date validated Date Pending FBC Approval Date Approved Method 1 Opt9on D 08/24/2012 10/10/2012 09/05/2012 10/16/2012 Page 2 of 2 The State of Florida is an AA/E0D employer. Coavriaht 2D07-2010 State of FWda. : Under Florida law, eman addresses are public records. If you do not want your e-mall address released in response to a public-mwrds request, do not send electronic mail to this entity. Instead, contact the office by phone or by traftwW man. If you have any questions, please contact a50.497.1395. *Pursuant to Section 455. 275(1), Florida Statates, effective October 1, 2012, licensees ficensed under Chapter 455, F S. Must provie the Department with an eman address K they have one. The emaiw provided may be used for official mmmunicatton with the liter. Hwms% r eman addresses are public record. N You do not wish to supply a personal address, please provide the Deparbnent with an email address which can be merle avallahle to the WA ft To debmTd re if you are a licensee under Chapter 455, F.S., please dick hM. P1 In im _® ��a !_rids r -rj SAFE hq : / /www.floridabuilding.org/pr /pr app dtl. aspx ?pamm-- wGEVXQwtDgsDdFYerPIwH... 1/26/2013 TM WINDOW & DOOR SERIES 300 ALUMINUM FIXED WINDOW o LARGE AND SMALL MISSILE IMPACT RESISTANT TM � �; R INDOW LDESCFUSED ERAL NOTES 1. THE SYSTEM EREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE 2010 DA BUILDING E WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, PER Rialmial o� �oI€ a 2 EDARDS. u 2. NO 33 -1/3% WABLE STRESS HAS BEEN USED IN THE D SYSTEM. WIND J LOAD DURATION FACTOR Cd =1.6 HAS B J 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB- SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. SITE SPECIFIC Q/ LOAD WIND LOAD REQUIREMENTS SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE 2010 FLORIDA 0 BUILDING CODE BY SEPARATE ENGINEERING CERTIFICATION AND SMALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS STATED HEREIN. 0 Q } � 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, LICENSED S Q A ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS za r ,y EEE DOCUMENT. S. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE ` EXISTING STRUCTURE. FI 6. MULTIPLE UNITS MUST BE INSTALLED USING STRUCTURAL MULLIONS APPROVED BY OTHERS OR UNDER O SEPARATE CERTIFICATION. Q �( 7. ALL EXTRUSIONS SHALL BE 6063 -TS ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. H 85� S. EXTERIOR SEAM OF FRAME CORNERS, INSTALLATION SCREWS, AND GLAZING BEAD ENDS SHALL BE SEALED WITH SILICONE. 9. ALL BOLTS W WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 XSI. 10. ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA BUILDING CODE. 11. E.I. DUPONT DE NEMOURS B CO., INC. - BUTACITE PVB INTERLAYER N.O.A.* 11- 1116.03 12. E.I. DUPONT DE NE14OURS & CO., INC. - SENTRYGLAS INTERLAYER N.O.A.* 11- 4624.02 13. APPROVED FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS. SEE GLASS TYPES FOR ANY A RESTRICTIONS tl FL #15920.1 u POSSIBLE ARCHITECTURAL SHAPES: SHE EMAYEXCEEDSIZEOFTESTEDRECIANGLETRANSCRIBEDAROUND (D QUARTER SEGMENT QUARTER ROUND FULL ROUND OCTAGON OPEN BOTTOM OVAL QUARTER ROUND 'A EQUAL LEG CIRCLE SE-6M TRIANGLE ALLOWABLE SIZES & LOADS MAY BE DETERMINED BY ARCHITECTURAL OCTAGON SHAPES IN SQUARES OR RECTANGLE$ THAT DO NOT EXCEED 5 ON PAGES 418 & 5/81 ARCHITECTURAL SHAPES ARE LIMITED TO f 7D Psf. 12° MAX. FOR ANCHORS TYPE A& C OR r - r MAX FROM 6" MAX. FOR ANCHORS ANY JOINT OR i TYPE a r� coRNet ff O D.L.O. WIDTH o. WINDOW WIDTH W D.L.O. LENGTH > WINDOW LENGTH -4" N I.-!. Ig -ggF D FL *15920.1 T I3 NOTE. WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY AS SHOWN ABOVE. Am �O �I Ord 0 g� ME W-14 . g' �- L--- FRAME WIDTH PICAL ELEVATI O D.L.O. WIDTH o. WINDOW WIDTH W D.L.O. LENGTH > WINDOW LENGTH -4" N I.-!. Ig -ggF D FL *15920.1 T I3 NOTE. WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY AS SHOWN ABOVE. Am �O �I Ord 0 g� ME W-14 . g' EXISTING HOST OPTIONAL SURFACE APPLIED MUNTINS III, 0 1 METAL STRUCTURES (STEEL OR ALUM. Or MIN. THICK) STEEL: Fy= 36 KSI MIN. ANCHORS PER ANCHOR ALUMINUM: 6063-TS MIN. SCHEDULE SEE TYPICAL SEE MULLION APPROVALS FOR ELEVATION FOR SPACING MULLION TYPE AND SIZE, E DIST EDGE DIST ix OR 2X WOOD BUCK (OPTIONAL). NOT BY T.M. 1 1 7 C 1/4' MAX SHIM I/4' MAX SHIM 1 /4" MAX SHIM ANCHORS PSt ... _ - - ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON 4 q ANCHORS PER SHEET 2/8 FOR ANCHOR SCHEDULE. SPACING SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING ANCHORS PER ANCHOR SCHEDULE SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING MAX SHIM ix OR 2x WOOD SUCK 40PTIONAL). NOT BY T.M. WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. DIST WOOD SUCK > ' 1' MAX SHIM AN04ORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING TYPICALANCHORS: SEE ELEV. ON PAGE 2/8 &ANCHOR CHARTS FOR SPACING & QUANTITY P8 'A' - 4' W& ULT_RMN ' (FU-177 KSI, FY =ISS KSI) THRU 1BY INTO CONCRETE (2846 PSI MIN) OR GROUT FILLED BLOCK (ASTM C90) 1 -3/4' MIN. EMBED INTO CONCRETE OR GROUT FILLED BLOCK. TYPE! *W - 1.14° DIA. ULTRACON BY'ELCD' (Fu-177 KSI, FY =135 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES (SYPA2 G =0.55 MIN) 1 -1/2' MIN. PENETRATION INTO WOOD TYPE 'C - 1/4- 20.DIA. SHBBT METAL SCREW (GRADE 5 MIN) (Fu-120 KSI, FYI KSI) INTO METAL STRUCTURES (S PINCHES PASS THE THREAD PLANE MIN.) STEEL: ie' THK. MIN. (FY-36 KSI MIN) ALUMINUM: 1/8' THK. MIN. (6063 -TS MIN) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) T WAL BDU3B DISTANCE INTO CONCtEWGROUT FILLED BLOCK= 2 -1/2' MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 3/4' MIN. aQm�gs a J 1 0WLL J Oa�� Z 1 j 12= 1 TYPICAL sEcrloN FL *15920.1 .. 6" =1,-01 vwr SECT \J 'MENEM e ■ICECINCNICNNWIEl ■I��DINiW�E01i�E�A�09�� 000��o�o��oo�m�oo �c000�o�oo��c000�oo�� oil�oo�on�m��o�� oo�0000�ccono�o�o��0000�m r 0 I" V) n m v c m a �o I a L TM WINDOW AND DOOk LLC POMPANO BEACH, FL ��a,�■� m T�{�N o rEDGE Dwi o pO N p�p+l Qp =�E3 �1 r— tip r ND N�Pz A FA O# V, GLASS TYPES MATERIAL SCHEDULE 090 BLITACITE PVB ITEM PART OW BUTACITE WS MATERIAL .090 BUTACITE PVB I NMI 0.088" SILL /JAMB /HBAOER EXTRUSION INTERLAYER 2 INTERIAYER 1/8° MASS STOP FOR 1" CLASS INTERLAYER .090 SGPINTERLAYER Ya° ANN. %' ANN %6" ANN. Xe° ANN Ya° HS. %" H.S. %e" H.S. 3(s H.S. SEALANT%' 0.080° SNAP COVER SEALANT �° 5 SEALANT i(<° 0.370" HIGH 0 VINYLS BULB AND 0.187° T -SLOT SEALANT Ye" ULITWFAS DEPTH MIN. (TYP.) DEPTH MIN. (17P.) VINYL mu - 0.175 °0 DEPTH MIN. (TYP.) AMESBURY DEPTH MIN. (TYP.) 32011 SETTING BLOCK AT Ya POINTS' '�g SETTIPoG BLOCK AT POINTS B Gm SETTING BLOCK AT Ya POINTS FOR RECTANGULAR WIN00W'SHAM ONLY SETTING BLOCK AT Ya POINTS B - SEAM SEALER ACRYLIC SCHNEE- MOREHEAD f - - 11 - SETTING SLM i- LONO AT 1/4 POINTS a 1 - OPTIONAL SURFACE APPLIED UUNW IS 8083 -T8 1 RAMC STRENGTH RGS7700 STRUCTURAL SIICONE EIASTOMEYBIC ADHEONE .090 BUTACIIE PVB %' ANN. .090 BUTAS ALUMINUM "U" CHANNEL 2" LONG AT EVERY ANCHOR LOCATION (TYP.) 8082 N38 ALUMINUM f - INTERLAYER '/ia "AIR SPACER IN SPACE - .090 SGP INTERLAYER STAINLESS STE4. ALL METAL .090 SGP INTERLAYER )6° ANN. Y4 'ANN. PM .S. �" N.S. Ya H.S. Ya° TEMP °TEMP SILICONE SEALANT° DEPTH MIN. (TYP.) SFALANTie° DEPTH MIN. (J; SEALANT %' DEPTH MIN. (TYP.) SEALAPPT DEPTH MIN. SETTING BLOCK POINTS µµtt SETTING BLOCK AT Ya POIAITS $� 4 SETTING BLOCK AT Ya POINTS SETTING BAT AT Pc m m MATERIAL SCHEDULE ITEM PART I DESCRIPTION MATERIAL MANUF. /SUPPLIER /REMARKS I NMI 0.088" SILL /JAMB /HBAOER EXTRUSION BOBS -TB 2 TM -326 1/8° MASS STOP FOR 1" CLASS 8003-TO 3 TM -327 1 18" OLASS STOP FOR 8 118" GLASS 0063 -116 4 - 0.080° SNAP COVER 8683 -TB 5 - 0.370" HIGH 0 VINYLS BULB AND 0.187° T -SLOT TPE POLYPROPYLENE FOR 8/18" OLASS ULITWFAS B 32001 VINYL mu - 0.175 °0 MALATED GLASS GLAZING BEAD AMESBURY 7 32011 VINYL BUL9 - 0.270°0 7/16 AND 0/16 GLASS GLAZING BEAD AMESSURY B - (2) #8 X I SMS SCREWS AT EACH FRAME. CORNER $AE OR 2 MW FOR RECTANGULAR WIN00W'SHAM ONLY B - SEAM SEALER ACRYLIC SCHNEE- MOREHEAD f - - 11 - SETTING SLM i- LONO AT 1/4 POINTS HX DENSITY RUBBER 1 - OPTIONAL SURFACE APPLIED UUNW IS 8083 -T8 1 RAMC STRENGTH RGS7700 STRUCTURAL SIICONE EIASTOMEYBIC ADHEONE BY MOMENNVE PERFORMANCE MATERIALS 1 ALUMINUM "U" CHANNEL 2" LONG AT EVERY ANCHOR LOCATION (TYP.) 8082 N38 ALUMINUM f - 8/18" XL EDGC GLASS SPACER STAINLESS am ALL METAL 76 - 7 11s" XL EM 014% SPACER STAINLESS STE4. ALL METAL f - PRIMARY SEAL PM 1 - SECONDARY SEAL SILICONE * ONLY APPROVED FOR LARGE MISSILE IMPACT FFW LL ` Ila a C Q lotil zi a I El III i ol CDYER:8HIFY FL *15920.1 0 3.033 0 1.269 3.033 —� ® NOTE. 1 vast #14 IS NOT REQUIRED WHEN USING THIS EXTRUSION 0.4x0 M 0.025 0.07 {�{ 0.030 b 387 O .1� oa i-080 0.028$ 184 S S 0.27 O OO O O �uQ O 0 0.02 _1- 0.080 0 7 0.129 0.080 Os70 0.031 0.350 0 C; rn 0.056 ° 0.095 N -� 0.050 $ o I O }-- 1.139 1.000 0.125 12 (VOTE: EXTRUSIONS NOT TO SCALE. T � 0.813 1 0 �- 14 0.090 FL #15920.1 6M ;ills y six d 0 o� ul� 08 g� t- M M® OF NON GULAR SHAPES SHALL )ED TOGETHER IN SCREW SPLINE ILY (IYP.). SEAM SERI. I REAPPLIED BEFORE INS WINDOW, 11 TO ENSURE. (TYP) FL #15920.1 1" GRADE 2 SMS ,. _.z soy CORNERS ONI Y) weljl� ml o� r 0 gq j Q it zi 4 off M H I 1 MIAMI• MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) mxw._miamidad&Vvlpera/ T. M. Windows, LLC. 601 N.W. 120 Ave. Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade 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. PERA 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 Veloc' Hurricane 7rne_ Series -249 Aluminum Outswing Doors w/wo APPROVAL DO : ra Out -swing Door w/ Sidelites (L.M.I.) ", sheets 1 through 16 of 16, prepared by AL- Farooq Corporation, dated 02/10/11 and last revised on APR 18, 2012, signed and sealed by Javad Ahm bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance num and approval date by t e '- ad Product Control Section. MISSILE IMPACT RAT1iNG: a and Small Missile Impact Rests t Limitation: 1. See sheet 5 for single or double Door Design Pressure (DP) rating Vs glass type and/ or threshold type (Exterior ( +) water limit) 2. See sheet 6 for Stationary unit or doors w/ sidelite DP rating Vs glass type and/ or threshold type. Lower DP rating of Doors or Sidelites shall control when combined together. 3. See sheet 4 for Single Door w/ SHW design pressure rating Vs glass type and/ or threshold type, limited to single door application only. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miamd -ade County Product Control Approved ", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMWATION of this NOA will occur after the expiration date or if them 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 shat l 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, them 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 # 11- 0218.05 and consists of this page 1 and evidence pages E -1, as wellproval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 12- 0208.14 t Dana tJ Expiration Date: April 21, 2016 �`�,, Approval Date: May 03,P 1e 1 T. M. Findows. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturces die drawings and sections (transferred from file # 11 -021s o5) 2. Drawing No. Wll -03 Rev B, titled "Series- 249 Alum Out -swing Door w/ Sidelites (L.M,I.)", sheets 1 through 16 of 16, prepared by AL -Farooq Corporation, dated 02/10/11 and last revised on APR 18, 2012, signed and sealed by Javad Ahmad, P.E. Note: This revision consists of FBC 2010 notes only. B. TESTS (transferred from file # 11- 0218.05) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 b) Forced Entry Test, per FBC 24113.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing doors w/ wo Sidelites (samples A -1 thru F =1), prepared by Fenestration Testing lab, Inc., Test Report No. FTL-6169, dated 12/14/2010, witnessed by Jorge A. Causo, P. E. and signed and sealed by reviewing engineer Marlin D. Brinson, P. E. Note: This test report.has an addendum letter dated March 28, 2011, issued by Fenestration Testing lab, Inc., signed and sealed by reviewing engineer Marlin D. Brinson, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural. analysis, complying with FBC -2007, prepared by Al Farooq Corporation, dated 02/17/11 and last revised on 04/01/11, signed and sealed by Javad Ahmad, P.E. (submitted under file # 11- 0218.05) 2. Glazing complies w/ ASTME- 1300 -02 & -04. D. QUALITY ASSURANCE 1. Miami Dade. Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.Y. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass interlayer ® ", expiring on 01/14/17. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance FBC 2010 and letter of no financial interest, prepared by Al- Farooq Corporation, 01/19/12, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance FBC 2007 and letter of no financial interest prepared by AI- Farooq Corporation, 02/17/11, signed and sealed by Javad Ahmad, P.E. (submitted under file # 11- 0218.05) 3. Lab compliance as part of the above referenced test report. G. OTHER 1, This NOA revises NOA # 11- 0218.05, expiring on April 21, 2016. 2. Test proposal # 10 -0017, dated 01 /06/10 and e-mail test revision dated Oct 06, 2010 approved by BCCO. Ishaq L Chanda, P.E. Product Control Examiner NOA Ko 12- 0208.14 Expiration Date: April 21, 2016 Approval Date: May 03, 2012 E -1 ANCHORS ATTSSTILE ENDS `{�+ 41 7/8" (8) AT 3° O.C. 80, (� 1 FRAME WIDTH FRAME woo S" MAX. 3" Q 8" MAX 15" MAX SURFACE APPLIED HEAD ^" TYP. 15" MAX. HEAO/SIU. A HEAD /SILL FALSE MUNTIRS CORNERS A - - -- HEAD SILL CORNERS MAY BE USED \\ MNGE OPTIONS \ ' SEE SHEET S / \ It V� -_- \ _ a ;; I ol OPTIONS n / N ^ ^ \ $EE SHEET 8 It SEE SHEET 8 1 II \ 1 1 B II B \ 1 DLASS D.L.O. 01MS p ,,,� ACTIVE ? D.L.O. HEIGHT (DOOR & SIDELITE) d FRAME HEIGHT — 14.878° F D.L.O. WIDTH (X DOORS & 0 PANELS) ® FRAME WIDTH — 11.875° D.L.O. WIDTH (XX DOORS) - (FRAME WIDTH — 20')/2 D.L. GPO. D.L. CPS. 38 8 _ 38 8/8" WPM `V LiAF WIDTH o . 1 WN" {� SERIRS -249 Al C Li>W FFt>;A1CH DOOR 11 SIDELTTge 2;: N TYPICAL ELEVATION APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS t XX > TptMl$QttTev9da WITH OR WITHOUT SN)ELONE TILES D$�T TSAF DOOR � � 510E LITES CAN BE ON ONE OR BOTH SI DOOR OPTION V15 m THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE B c REQUIREMENTS OF THE FLORIDA BUILDWO CODE INCLUDING H16F1 a m HURRICANE 20NE (HYHZ). 1 2BY WOOD BUCHS BY PROPERLY ^ 4 TO STRUCTURE u ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS DOORS/SIDEL ES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. . , b - EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQWRED. F 70Q82 ANCHORING OR "NO 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. droving rto. MATERIALS INCLUDING BUT NOT LIMITED TO METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE ti • ; bV11 —t)3 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2005.8.4. 109- MAX FRAME HECHT 106 3/8- LEAF HECHT 94 118" MAX. O.L OPG _ to m `\ \\ D % 1 --- - --- -- - ----- --- ------ I'--- -�--- - - -- I �` u It I 1 1 q O It s .a 4 1/2- �D+ MAX JAMB � o� ail 242 mum aA —roc ummm w! s Nub AIr mooQ mmpoRA770N d T.M. WINDOWS I.I.C. 1236 &W a f .87 AVE 601 N.W. 12TH AVE MUUk , aoe►DA 3ML74 O POMPANO BEACH, FL 33069 - ,�,.�y s=Ax�asawls c+ ir1 mec er - TEL (954) 78t -4430 FAX (994) 781 -9098 2 w-P Alu. W11- 037nsW 1 t 1 Ci !3 i' 11 it �I n „ u ON ROM END OR ro sioEUrES I /N �Y z 0 ACE APPWED BE LMW a P a Q� l L d o� � �za �R rJi%1?/i 41 7/8• Jt" z FRAME WfOTH WWM WMTH Q l gg zr 8° Ma. 15° MAX. D.L. OPO. (FOn) !' ;t CORI/1EftS HEAD A4 10� ° 5' MAX i55 HEAD HEAD/9LL CORNERS h E1 F1 ' ks z3 s ,5 N o.L aPa. cveHr) cI Oa a8 7/8° VENT wom NOTE: a SINGLE HUNG WINDOW IS INTEGRAL PART OF THE SINGLE DOOR. Dp m +65 • SRI LEAF • EXT.( +F Dp WITH HIGH THRESHOLD, LIMITED TO +58 PSF WITH STD. THRESHOLD DUCT „ft TV'PrA ELEVATION N• - Y 1921 ( x ) at" FOR DE'SM LOAD CAPACITY SEE SHEET 5 - " z � SINGLE LUX DOOR WTPH MNC X HUNG WOW,TN raum g<m H.H. WINDOW INSERT OPTION S JAVA Alpo" T aPM 2� ' drawing no. W11 -03 ' sheet 4 of 16 1 I I BI I I I I ,4 i I ,4 4 so° au oFO. 98 9/8° / / ACDVE (X SINGLE LEAP (X) DOORS WPPHOUT SIDELTm DESION LOAD CAP - FRAME WIDTH mom FRAME INCHES OLASA4 TYPEB 'A' OB 'A1' tI UE TYPES 'B' OR 'BI' 42 109 50.0 100.0 141 A EXT.( +) LOADS S 1 ABOVE AWIrH I Wi THREIOIOLO FOR STD, THRESHOLD LIMIT EM.( +) LOADS TO 88.0 PW "'sTAiDI&tl!� STEEL THROW EXiI.T LOCK. KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 4S° FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 38 -1/2" FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (4) AT DOUBLE(XX) DOORS, (2) AT SINGLE(X) DOORS GEM N e2 MULTI -POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED AT 40 -1/2~ FROM BOTTOM OF ACTIVE LEAF LEI( STILE FASTENER WITH (2) #12 -28 X 2 -1/4" OH MS METALLIC STROM PLATE AT 40° FROM BOTTOM OF INACTIVE LEAF LOCK STU FASTENED WITH (3) #10 X 1/2° FH SMS MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF INACTIVE LEA= LOCK STILE OPERATORS AT 10 -1/2 & 76 -1/2- FROM BOTTOM FASTENED WITH (2) # -32 X 1/2" FH MS Qum smTs AT TOP & wROM OF ACTIVE AND MACOVE LEAFS TO BE ENGAGED mqM POWDS OF HUIJCIME MW M) DOOR WIDTH (xx) DOUBLE LEAP (X$) DOORS WITHOUT SIDELITE4 DESIGN LOAD CAPACITY BGISW TYPES FRAME WBTTH FRAME H !IJ�A', 'A1', 'B' OR 'B1 INCHES "CHES ERT. (+) WT.(-) W 108 80A &l EXC( +) LOADS SHOWN ABOVE ARE FOR STD. ME%= LIMIT EXT4 +) LOA08 TO BSA PSF HINGES: OPTION Al 7 -S /S° LOHG AUlA1 BUTT HINGES, AT 12- FROM EACH EHD AND ONE AT MIpSPAN OF LEAF. DEMON 3-1/4- LONG ALUM PIVOT HMO, AT 12` FROM EACH END AND ONE AT MIOSE+AN OF LEAF. FASTENED TO FRAME WITH 2 1/4 -20 X 1 -1/2" tAs FASTENED TO PANEL WITH �23 S/16 -IS X 1 -1/2" MS SROJANTS FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED WITH WHITE COLORED SEALANT. SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. FRAME WIDTH MOLE LEAP (X) DOORS WNPB B.D. [NEW DESIGN LOAD CAPACITY - PSP FRAME YAM WWEB FRAME HEIGHT MM MASS TYPES A DOOR 'A', 'Al', 'B' OR 'Bl' EXT.( +) I WT.( -) 42 109 88.0 1 80.0 GLASS TYPE 'P' 0 S.B: TTDW MIT (+) LOADS SHOQM A80VE ARE WITH HIWI THRESHOLD FOR STD. THRM4OLD LIMIT EM.( +) LOADS TO 98.0 PSF o; °i lG•l11 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS— DEC -218 APR. 8 PIZ 1W z 0 a 21 1-4 m 1 m� g.m � �Za rj B g drawing no. W11 -03 WrArIUMASY PAWL (0) OR Dom WITH 8@Btdm DSSIGN LOAD CAPACITY - p8F PANEL/OR ECT SET GLASS TYPES FRAME HEIGHT DOOR IMOTH SIDFUTE WDTH 'A'• 'At', '8' OR '81' INCHES O1C n INCHES EXT. ( +) BGT. ( -) 81 41 7/8 48 $0A 09.7 i5 41 7 go (XX) 48 80.0 09.7 91 1S (XX) 80.0 09.7 97 41 7/8 (30 80 (X* 80.0 79.6 103 41 7/8 42 80.0 79.8 109 41 41 7/8 80.0 80.0 EGR.( +) LOADS SHOWN AME ARE WITH HIGH THRM40LD FOR SID. THRESHOLD IDrT EXL( +) LOADS TO 88.0 PSF NOTE: FOR DOORS CAPACITIES SEE SHEET 5. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 1 4 r l No i ( DIO ) SIOELIT W. _u SrATXX w ( O ) min rtc w nano m j i5 \ l No i ( DIO ) SIOELIT W. _u SrATXX w ( O ) min rtc w nano m ( on J, h N� a � ism (may s 4 m A2Dt2.,� •.' •` drawing no. LL•' W11 -03 i5 \ ( on J, h N� a � ism (may s 4 m A2Dt2.,� •.' •` drawing no. LL•' W11 -03 19 �1 ' FROM ENDS 11 ® H / AND 10 -f/2° D.O. lU' V EF'DH SETTING SLICK X 3/4° X 4" LONG 2 PER UTE, AT 6" FROM ENDS G�,ASS TYPE 'A' GLASS TYPE 'Al' GLASS TYPE 'B GIAZING DETAILS AT SIDED FEAT STRUM BLABS ro�V 1/4° AIR SPACE ,3118° HEAT STREMO GLASS z UAYER i 3118° HEAT STREMD CLASS 8° HEAT SIRE 'D GLASS 1/4' AIR SPACE IS BY 'DUPONY 080 WTERUYER 3/16' HEAT STREMD MASS 3/16° HEAT STREN'D CLASS 3AFLEX i V9 BY 'SoLUTIA' 'HEAT SR PI'D GLASS , 1/8° HEAT STREN'0 CLASS 090 tNTERLAYER 090 INTERLAYER 3/18° HEAT STREMD MASS SAFLE% WB BY 'SOLUTUI' MWMLAS SY U~ SILICONE 3/18° HEAT STREWD MASS 3/18° HEAT STREN'D GLASS GE Romo1 SENTITfG AS BY ' GE 1200 SILICONE 1 OE 1200 SUCCRE O1 GE 1200 I1W HEAT STREN'D GLASS u u 19 �1 ' FROM ENDS 11 ® H / AND 10 -f/2° D.O. lU' V EF'DH SETTING SLICK X 3/4° X 4" LONG 2 PER UTE, AT 6" FROM ENDS G�,ASS TYPE 'A' GLASS TYPE 'Al' GLASS TYPE 'B GIAZING DETAILS AT SIDED FEAT STRUM BLABS ro�V 1/4° AIR SPACE ,3118° HEAT STREMO GLASS z UAYER i i IS BY 'DUPONY 'HEAT SR PI'D GLASS , 1/8° HEAT STREN'0 CLASS ,080 INTERIAYER 8 8 SILICONE Ot S SENTITfG AS BY ' GE 1200 I I1W HEAT STREN'D GLASS u u SRICONE h GE T W a ALUMINUM a F �I c AT 44 -1/2' FROM EHDB AND 10-1 /2' O.C. EPDN sE1TWG &LACK ' 1/8° X 3/4' X 4" LONG ie 2 PER LOE. AT 8" FROM ENDS .. GLASS TYPE 'Hl GLASS TYPE 'F' (S.H. WINDOW WITH SINGLE DOOR APPLICATION ONLY) air GO � o ja :'�� droatng no. <' W11 -03 A sheet 7 of 16 HIGH THRESHOLD pcAT(PPR•D FOR WATER RESISTANCE LIMIT MAX. UWr MAx LOADS TO 80.0 PSr ((DOUBLE DOOR) ALTERNATE ALTERNATE ro F Q� WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS °T MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ° TYPICAL AKCW RS c ° TYPICAL ANG(ORS AND TRANSFER THEM TO THE BUILDING STRUCTURE. ofu SEE ELEV. FOR SPACING . ATIGNS SEE ELEYATWNS FINi C iDCE Of.4T. , FOR FACING ' (Fu.177 KO. F)-188 xSI) . ` I R WOOD STRUCTURES �S 1 -1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONIC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 1/4" DNA. SELF DRILLING scREWS (GRADE S CRS) ` R° Q INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8' INTO METAL STRUCTURES Z' m r z STEEL : 1/$. THK. MIN. (Fy = 36 KSI MIN. ALUMINUM : 1/5" THK, MIN. (6063 -T5 MIN. STANOM THR c o n L04V THRESHOLD a �. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) droning rro. APPR'D FOR WATER REMANCE NOT APPR'D FOR WATER td�'W�iCE LIMIT Max. 1JCf( +) LOADS TO 58.0 PsF TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS fa - 3000 PSI MIN. C -90 HOLLOW /FILLED BLCOK AT JAMBS Pm - 20M PSI MIN. dwwiM gvhw-9101 $ [4 a .Q 0 OPERATING UNITS a ° TYPICAL AKCW RS c ° TYPICAL ANG(ORS _Pg n . ATIGNS SEE ELEYATWNS FINi C iDCE Of.4T. , FOR FACING �., • . t . ` ` STANOM THR c o n L04V THRESHOLD ti droning rro. APPR'D FOR WATER REMANCE NOT APPR'D FOR WATER td�'W�iCE LIMIT Max. 1JCf( +) LOADS TO 58.0 PsF W11 -03 •7 �� II � I r s I I a I I " FJ 1 CIE- _ a 1�dQi ■■ f 3/ PANEL EUIT UN OLD PANEL SIDELITE UNIT (HUGH THRESHOLD) 1 .. AP k ., z 0 all 8 ao h Q� Z riz. miim crowing no. W11 -03 I m A' r; I AM mr-sm Du a S MUS cLU1 ALAFAROOQ &PRO cartPOru►now a �« s/a• m ,• a OS24,, NEV. m m c cams T.M. WINDOWS LLC. EIV3WERi W AVE UCT� a[ tividesermuon a m.,a, No awm Va4 SKM 601 N.W. 12TH AVE. AURA% L 87kAS NBA991, PLOf�DA3�.T4 POMPANO BEACH. FL 33069 TM (=M ar+x.� M TEL (954) 781 -443a FAX. (954) 78, -5078 Lim -AtdL w„ -ATI�e 9.000 .� 1.7� 2.378 A93 1.7$0 .829 062 �- .9� 4J,OD .082 1.780 2376 /A �Y .332 F ,.693 O FRAME HEAD TM-098 8.290 990 © PANEL GLAZING BEAD 3 TM -188A t843 .1as O SIOELITE HH AD /SILL 3.488 9 (Q, 2.376 2128 Lr AW T- a1s 1.999 a eT oat .129 0.310 CENTER HNNGE 9972 .716 .050 4.000 ® 1.799 SIOELITE L ' ..._��'._ttt 2.1 r.1� 0.248_) =�f GLAZING BEAD (0J5UL LAM. GLILSS) © PIVOT HINGE 1.900 1.8� O 000R JAMB FRAME DOOR BOTTOM 19 TM RAIL -29236 MW 0872 / _ O OUTER HNSE 4.0W .'�0 2082 .126 - -T JT76 .062 ® SILL 106 / MID RAIL CORNER CHANNEL 1.780 /SIDEUTE aa6a9s oe2 r--r.em ,.760 093 .826 1.780 �0, 3.061 .888 LOW THRESHOLD .062 1.030 ®q at � S 9 .oea ., z d7 a.�o .993 DOOR HINGE SnLE ® HINOe CAP �10 11 1/2' "' 8°°s .2so 1.9z9 HIGH su ADAPTER 1666 ® TM -193 � F-� o. Y � - --� © DOOR TOP /BOTTOM RAIL TM -32994 ° 20oo ° I o I a 3AW o I 7.069 ° gg ° ° 8 0 2.0� 2,97 .128 INSUL GLASS PANEL ADAPTER 433 TM -194 L 1•W 930 .828 .,67 .664 082 osa 4'060 9.909 a.� .993 1.76o 1.874 .379 ° 2.126 2 FRAME S81 (STD.) i5 'H' MULLION 30 SILL COVER O W797 O TM -121A O TM -,Bo $ .076 •� 4=0 Oa ACTIVE LEAF LOCK STU TM -172 O BUTT HINGE � o OWEATHER-STRIP ADAPTER ON -31826 R210 DUCT .999 4.889 .076 .063 .90 718 .080 4 88 :i h 2.040 I 1.78.4 .128 1.799 9.000 828 779 ® droving no. DELITE GLAZING BEAD (LAM. GLASS TM -107 INACTIVE LEAF LOCK STILE Q TM -38048 REINFORCING BAR 3, TM -182 ALT. DOOR JAMB /SIDELTTE FRAME ALT. FRAME COVER BA I Y'.91 sheet 12 of 6 V r D y yy to N yy IA r r 1 S yy y y fib] F O % Y gyp$ O lei O V yp 1g 2 v g M I .11 to �1. W arr u o o I I i 1 I ��gmm EDM l -J L-J �Mp to m x v A t�J 0 O o z A Em ow. N � r W o w 4 W O r . SEAS -2a9 xur w-9G oft a/ 9 (UUJ AL- PAROOQ CORPORATION a • 3/9` = r T.M. WINDOWS U.C. �sw, raffia n rA 601 N.W. 12TH AVE. MAS% RAR DA 3=74 tr. Hp1BD POMPANO BEACH. FL. 33069 T8. (WM 28 mw FAX (305) 2=4078 C 6f �+'� ehk. 4P• - TEL. (954) 781 -0430 FAX (954) 781 -9078 COUP-,AWL Wtt -031YW o�w .. �ww ,.937 os2 J� .828 1,878 FRAME HEAD .780 7,000 •� 1.748 937 MM MEETING RAIL ,.TRH .940 1.125 I ,.882 780 STD. VENT TOP RAIL .787 Al •062 .074 .817 SASH LATCH 1.362 .�0 2.280 2.728 .780 VENT BOTTOM RAIL 748 �� .190 FIXED RAIL ROW .698 2.84 �nao ,.669 DOOR STILE REUW. '0 .760 .062 SASH SIDE RUL .se9 1.876 .843 .086 ,.ae9 FRAME a•GSD 2.8'dB 062 662 t.e3T FRAME SILL .G62 37b .2, CLASS STOP AN(E.E nut B PAW O am& DBSCRP9TON MAT' MAL MANF./BUPPUMVIUBMARISB 1.1 OW -31768 1 FRAME HEAD 8083 -T8 - 2.1 TM -117 2 FRAME JAMB 8083 -T6 - 3.1 - 1 FRAME SILL 808.7 -T6 - 4.1 OW -38123 1 FUSED MTR RAIL 6063 -TB - B.1 TM -113 1 BID. VW TOP RAIL 8083 -T8 - 0.1 IM -112 1 VENT BOTTOM RAIL 6063 -TB - 7.1 OW -31862 2 VEW JAMB 8083 -TS - 8.1 TM-415 2/MW SPR81G LOADED EGRESS LOCK ® r FROM ENDS 8089 -TB - BA.1 - 2/VENT LATCH LAIC ® 8' mm Facts CAST - 9.1 - AS RE00. GAZING STOP ANU ALl MOM - 10.1 - 2 VENT STOP (8 -1 /4° LONG) PLASTIC - 11.1 - 2 SPAL BNAKE - CALOWM 12.1 - 4 VENT GM PLASXC 13.1 WV-3048 AS RED. MW WFATHERSMP Vx% - 14.1 W43201 AS RlEGO. FIN SEAL WEATHERSTPoP WOOL - ILI W43NI AS FIEW. FIN SEAL WEA11�TIOP WOOL - 18.1 - 1 FRMM/VFM ASSEMBLY 9CREW5 CRS 010 x ,° PJ,. So 17.1 - - FIXED RAIL RENFORCMG I" 046, 0 0 Q� W Q 3 ALIA�BNUM, S.H. WINDOW COMPONENTS � 0 8" z ALUMINUM d u droWU1g no. Wl 1 -03 Florida Building Code Online Page 1 of 2 Product Manufacturer T M Windows LLC Address/Phone/Email 601 nw 12 ave pompano beach, FL 33069 (954) 781 -4430 smetzger@tmwindow.com Authorized Signature Frank Sennardo frank @engexp.com Technical Representative Address/Phone/Eman Quality Assurance Representative Address/Phone/Email category Windows Subcategory Casement Compliance Method a uation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Frank L. Bennardo, P.E. PE- 0046549 National Accreditation and Management Institute 12/31/2015 Keith E. Lorinos, PE Validation Checklist - Hardcopy Received FL,t6132 RO COI Financlal.pdf Referenced Standard and Year (or Standard) Mandard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code hap: / /www.flori&building.orwpr /pr app_ dti. wpx ?pmm= wGEvxQwtNvyf4ngAXhlOw... 4/$/2013 Florida Building Code Online Product Approval Method Method 1 option D Date Submitted 12/21/2012 Date Valldated 12/21/2012 Date tending F5C Approval 12/26/2012 Date Approved 02/04/2013 Page 2 of 2 cfeditSAfFE httpJ /www.floridabuilding.orgtpr /pr app dtl. aspx? param= wGEVXQwtDgvyf4ngAXhlOw... 4/8/2013 ' INDOW & DOOR JMINUM CASEMENT WINDOW ) SMALL MISSILE IMPACT RESISTANT L brytN11#010 O g W 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE YOKE, FER T / 202 / 203 & ASTM 1330D•D9 V 7 N 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN of THIS SYSTEM. WIND LOAD DURATION FACTOR Cd =1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A 3OB- SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. SITE SPECIFIC ce LOAD WIND LOAD REQUIREMENTS SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE 2010 FLORIDA BUILDING CODE BY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS THAN OR EQUAL TO THE POSITIVE ^ OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS UY STATED HEREIN. O d 9'. 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. ya a R 5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE DOSTING STRUCTURE TO WITHSTAND �3 g SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 6. MULTIPLE UNITS MUST BE INSTALLED USING STRUCTURAL MULLIONS APPROVED BY OTHERS OR UNDER SEPARATE CERTIFICATION. 7. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. 8. EXTERIOR SEAM OF FRAME CORNERS, INSTALLATION SCREWS, AND GLAZING BEAD ENDS SHALL BE SEALED WITH SILICONE 9. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. 10. ALL DISSIMILAR MATERIALS SHALL BE FAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA BUILDING CODE 11. ES. DUPONT DE NEMOURS & CO., INC. - BUTACITE PVB INTERLAYER N.O.A.# 11- 1118.03 12. SOLUTIA, INC. - SAFLEX PVB INTERLAYER N.O.A.# 11- 1102.11 13. APPROVED FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS. SEE GLASS TYPES FOR ANY RESTRICTIONS eq ¢ , AMERICAN TEST LAB OF SOUTH FLORIDA REPORT NUMBER 1213.01 -12 FL #16132.1 112- TMW-07 I 81/4° MAX. FOR ANCHORS .TYPE °6° 16112° MAX. 6° MAX FROM FOR ANCHORS ANY JOINT OR TYPE °A°, C°, °D° CORNER (rYP.) 6• MAX FROM ANY JOINT OR CORNER CM.) SURFACE APPLIED , FALSE M fl= j {' OPITOMAL _ -_ ---_ __ -__ -- 0 �1L_1L__ �e g sa / D.L.O. FRAM virm TYPICAL ELEVATION D.LO. WIDTH = WINOOw vJIDTH -4 i�° / .LO. LHJG'fH m wINDdN LENGTH -416• 81/4° MAX FOR ANCHORS TYPE B° 161/2° MAX. 6° MAX FROM FOR ANCHORS ARY JOW OR e^ MAM Faaa TYPE °A°, °C, °D° /,CORNER ".) * No 4ft O -4p, . i . fur% °NAL ov Is USED TYPICAL ELEVATION - MULTIPLE WINDOW INSTALLATION D.LO. WIDTH - WINDOW WIDTH -4 %" D.L. . LENGTH - WINDOW LENGTH -4 W FL *16132.1 �N O lug! o . p nj oar � a z 12- TMW -D7 20 METAL STRUCTURES (STEEL OR ALUM. 1/8' MIN. THICK) L STEEL. 36 KSI ALUMINUM: 6063 -T! 2x WOOD (OPTIONAL). NOT BY T.M. 1/4° MAX SHIM ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING HEW HEADS ALAMT (TYP.) COD BUCK NOT BYT.M. STRUCTURE TYPICAL SECTION g 6° = 1'-0' VERT SECT 'ER ANCHOR SEE TYPICAL FOR SPACING 4 WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEE MULLION APPROVALS FOR I I *.v N MULLION TYPE AND SIZE. 2SY WOOD SU EDGE oLSr '•,.� ,� ,,s11 ,1•OAI 1/4° MAX SHIM 1/4° MAX SHIM ��ANCHO S PER ANCHORS PER ANCHOR SCHEDULE C ANCHOR SCHEDULE. SEE TYPICAL SEE TYPICAL \ ELEVATION ON SHEET ELEVATION ON SHEET 2/8 FOR y� 2/8 FOR SPACING TYPICALANCHORS: SEE ELEV.ON PAGE WE &ANCHOR CHARTS FOR SPACING & QUANTITY TYPE ' - 1/ - DIA. U TRAOON BY •BU (Fu-177 KSI, w =155 KSI) TNRU 18Y INTO CONCRETE (2846 PSI MIN) OR GROUT FILLED BLOCK (ASTM C90) 1 -3/4° MIN. EMBED INTO CONCRETE OR GROUT FILLED BLOCK. TYPE V - 1/4° DLL ULTRACON RY'ELCW (FU -177 KSI, FY-155 KSI) INTO 23Y WOOD BUCKS OR WOOD STRUCTURES (SYP#2 G=0.55 MIN) 1 -1/2° HEN. PENETRATION INTO WOOD TYPE 'R: - 1/4-20 DIA. SHEET METAL SCREW (GRADE S MAN) (FU-120 KSI, FY =90 KSI) INTO METAL STRUCTURES (S PINCHES PASS THE THREAD PLANE MIN.) STEEL: W THK. MIN. (FY-36 KSI MIN) ALUMINUM: 10° THK MIN. (6063 -TS MIN) (STEEL. IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE 'D'- 0116° DM ULTRACON BY'BLCW (Fu-177 KSI, Py =155 KSI) INTO 20Y WOOD BUCKS OR WOOD STRUCTURES (SYP#2 G=0.55 MIN) 1-1/2° MIN. PENETRATION INTO WOOD TYPICAL EDGE DISTANCE INTO CDNOWWGROUT FILM BLOCK= 2 -1/2° MDT. INTO WOOD STRUCTURE - 1° MIN. (FOR TYPE 'B°) INTO WOOD STRUCTURE - 1 W MIN. (FOR TYPE °D°) INTO METAL STRUCTURE = 9/4° MIN. FL #16132.1 ,owl All 91 c Sd oq� � g sF3 r 12-TMW -07 ON COM a %0 b� 'O z r V D 3 W n O z g� v R O z mmmmm' r rn w N N CC� L. a B = o m v C m D N n 2 m O C Fr W a O' mile As F rEDGE oln I O w O fi•Oix �� O� rz Novo Sf 3d� ' IO I�C9�BI�1 N SM NW IM AVE R m2 ji aeQ o m i- -- - -I O z 10,A �_ p k: to � jQ N W R � O G W io��roo�i�oiom mmmmm' r rn w N N CC� L. a B = o m v C m D N n 2 m O C Fr W a O' mile As F rEDGE oln I qgA X O w O fi•Oix �� O� rz Novo Sf 3d� ' N SM NW IM AVE R m2 ji aeQ o m i- -- - -I O z 10,A �_ p k: to � jQ N W R � O G W qgA X r O w O fi•Oix �� O� rz Novo TM WINDOW AND r••R r rz Novo TM WINDOW AND r••R ' SM NW IM AVE POMPANO 10,A �_ earls k: ATTACHMENT ANQNORS: FRAME SILL ATTACHED WITH (2) S30X S/8° PHILLIPS PH, SS, UNDERCUT, SMS. ARM OPERATOR TRACK ATTACHED WITH (3) SBx 3/4° PHILLIPS FH, SS, SMS SCREWS. PIVOT ARM ATTACHED WITH (3) S8x 3/4• PHILLIPS PH, sS, EMS SCREWS. O.D98 © ® o 23 19 LTS DUAL ARM OPERATOR PART S DESCRIPTION OP -10MG LTS DUALARM OPERATOR LH L SHAPE STUD BRACKET PART S D DESCRIPTION oP -10246 L LSIIAPESIUDBRACKETLH op-low L LSHAPESTUD BRACKET RN OM10M L LSHAP:SIUDRRACKETSNAPONLH OP3idV L LSHAPESTUDBRACKErSNAPONRH ATTACHMENT ANCHORS: INSTALLED AS PER MANUFACTURER SPECIFPICATIONS, 0.750 20 } -1.663 �p 0 1p Y�WLIWGB N APPLIED GASKET AROUND SLOT o.e67 MULTIPOINT LOCKING HANDLE PANT S DESCRTPTION PO-Ym1 I LTSMmmmNfLO=oHANOLE LOCK HANDLE ATTACHED WITH (2 SL0-24 x W PRm PHILLIPS ZITNC, &POINT, MS SCREW. LOCK EAR ATTACHED WITH (2) Oft k' PH PHILLIPS, TM SCREW, LOCKPIN STRIKER ATTACHED WITH #10 x i5° FH UNDERCUT PHILLIPS HEAD, B- POINT, SS scREwt�. 21 MA(MUM HINGES 3000 STS , OFFSET 4-8AR PROJECTION HINGE ATTACHMENT ANCHORS: 3) SSOx 3/8• PHILIPS PH, S5, SMS ATTACHED TO THE TOP OF THE VENT HEAD AND (S) S10 x %' PHILLIPS PH, SS, SMS SCREWS Or 2 2 51549 -3 SNUBBER ATTACHMENT ANCHORS: FRAME SNUBBER REC.E[VER ATTACHE) WITH R) S10x° LONG FH, PHILLIPS, UNDERCIIt; B•POTNT, ENS SCREWS. FRAME SNUBBER DRLVMATTACHED WITH (2 ) S10x %- LONG FH, FHILLIFs, UNDERCUT, B- POINT, SMS SCREWS. FL #16132.1 ar ,7dg all '40 m 0 Z 0_��a 112- TMW-07 I 62 LOCK HANDLE ATTACHED WITH (2 SL0-24 x W PRm PHILLIPS ZITNC, &POINT, MS SCREW. LOCK EAR ATTACHED WITH (2) Oft k' PH PHILLIPS, TM SCREW, LOCKPIN STRIKER ATTACHED WITH #10 x i5° FH UNDERCUT PHILLIPS HEAD, B- POINT, SS scREwt�. 21 MA(MUM HINGES 3000 STS , OFFSET 4-8AR PROJECTION HINGE ATTACHMENT ANCHORS: 3) SSOx 3/8• PHILIPS PH, S5, SMS ATTACHED TO THE TOP OF THE VENT HEAD AND (S) S10 x %' PHILLIPS PH, SS, SMS SCREWS Or 2 2 51549 -3 SNUBBER ATTACHMENT ANCHORS: FRAME SNUBBER REC.E[VER ATTACHE) WITH R) S10x° LONG FH, PHILLIPS, UNDERCIIt; B•POTNT, ENS SCREWS. FRAME SNUBBER DRLVMATTACHED WITH (2 ) S10x %- LONG FH, FHILLIFs, UNDERCUT, B- POINT, SMS SCREWS. FL #16132.1 ar ,7dg all '40 m 0 Z 0_��a 112- TMW-07 I 62 0 a ,Q; N O c; rt- o 32001 Qezd250 SASH FLANGE SASH CENTER O 12298 32011 FRAME SASH FLANGE NOTE: EXi'RUSIONS NOT TO SCALE. 9 U O�HC RNNN�ERKEY (a .080 AWMIMLM SHEET 5 i 9 1 EXPOSED SURFACES 0.575 1 o 3 EXPOS® SURFACES 0 130 o O 10 FRAME CORNER LEY (1 PER CORNER) .080 ALUMINUM SHEET x FL #16132.1 tot O O S� oil Z ZZ� N SEAM SEAL MAY HA' REAPPLIED IN THE Fl BEFORE INSTAL ATN WINDOW, INSPECT TO ENSURE A FROM FL #16132.1 cz O O -all 12 o 0 Z �01 112- TMW -07 I 0 MIAMM MIAMI -DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRMS (PERA) Miami, Florida 33175.2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (780 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.mismidaae.gov„ jpora SJW` hapact Windows, LLC 975 S. Congress Avenue, # 102 Delray Beach, FL 33445 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade 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. PERA 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. DESCRIPTI2=� Um num Ube M�Alum�inwn , APPROVAL Tuba Mull ions, sheets 1 through 7 of 7, dated 10/01/07, with revision C dated 12/06111, prepared by Al -Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expirati i m--i a ntrol Section. 11USSME IMPACT RATING. and Small Missile Impact R nt LABELING: Each unit shall bear a manu s name or logo, city, state, model/series, 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 shat I be provided to the user by the manufacturer or its distributors and shall be available for inspection at the jab site at the request of the Building Official. This NOA revises and renews NOA # 10- 1004.01 and consists of this page 1 and evidence pages B-1 and E-2, as well as approval document mentioned above. _ The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12- 0221.09 l� xpiration Date: November 21, 2017 Approval Date: April 26,2012 le l- _ SIW Imuact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SIMMEr ED A. DRAWINGS I. Manufacturer's die drawings and sections. 2. Drawing No. W07-04, titled "Aluminum Tube Mullions", sheets 1 through 7 of 7, dated 10/01 /07, with revision C dated 12/06/11, prepared by A1- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS I. 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 series 100 mulled single hung windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. BETI- 074107, dated 03/26107, signed and sealed by Rafael E. Droz -Seda, P.E. (SubmWed under previous NOA #07- 1016.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per SFBC 3603.2 (b) along with marked -up drawings and installation diagram of series 100 mulled single hung windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 074108, dated 03/26/07, signed and sealed by Rafael E. Droz -Seda, P.E. (Subraied under previous NOA #07- 1016.06) 3. Test reports on: l) 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 series 100 mulled fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. BETI- 074115, dated 04/09/07, signed and sealed by Rafael E. Droz - Seth, P.E. (Subn&ed under previous NOA #0710.16 06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al -Farooq Corporation, dated 08/13/09 and revised. on 09 /14/10, signed and sealed by Javad Ahmad, P.E. (Submatted under previous NOA #101004.01) D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) Manuel P.E. Product Con 1 Eximiner NOA No.\124221.09 Expiration Date: November 21, 2017 Approval Dais: April 26, 2012 E -1 SIW Impact Window& LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated December 05, 2011, prepared by AI- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER L Notice of Acceptance No. 10-1004.01, issued to SIW Impact Windows, LLC for their Clipped Aluminum Tube Mullion — L.M.I., approved. on 11/11/10 and expiring on 11/21/12. Manuel Fer Product Control • r NOA No. 12 .09 Expiration Date: November 21, 2019 Approval Date: April 2b, 2012 E -2 ,, MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI -DADE COUNTY APPROVED IMPACT AND NON - IMPACT RESWANT PRODUCTS. HAS TO ALL GLA WO PRODUCTS USED WITH THE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE RE4UItEMENi3 I.E: WIND LOAD. WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOAD TO THE 81RIACfURE ANCHORS SOIL BE AS USTED, SPAC® AS SHOW ON DET%LS, EMBEDMENT TO BASE MATERM SHALL IM BEYOND WALL COVERING (MCCO, TILE ETC. ) . ANCFpRING tWNamON3 OTHER THAN T}WSE sHGTWd IN THESE DETALs ARE NOf PARE 111LL4 APPHWIA. A LDAD DURAT[GN INCREASE B IfSED N Nil OF ANCHORS IRO WOOD ONLY. l%MdANS IHCiUM BIT NOT LAM W SCREW$ THAT OM E INTO CONTACT WITH OTHER DEAR MATER ��MEET THE REO OOMENTS OF 2010 FLORIDA BM. CODE SECTION 2003.64. INSTRUCTIONS: USE CHARTS NO GRAPHS AS FOLLOWS. ,sTEP i, DETown D� N uD�D PER ASf 7 { OPENM FOR STEP 2 USE MwMI -oADE COUNTY APPR011EO CLAM LESI6IG AIWYE LOAD RENTS. STEP USE CCNIR:CDON TO MUM AS PER PRODUCT i APPROVAL USING CHARTS ON SHEEP 3 SELECT MULLION WITFI STM DESIGN RATING LORE THAN DESIGN LOAD IN STEP i ABOVE. USING ANCHOR TYPES ON SHEET B THRU 7 AND ANCHOR CHARTS STEP ON SHEET A SELECT ANCHOR TYPE WITH DESIGN RAlINO LORE THAN THE DESIGN LOADS SPECIFIED IN stE i ABOVE Y 17' -Y4 R Xcvo * , CAM. use Q� XT 40% t z O �� A g Isla m p 8 n Y 7TOWITIQ fl0. M07 -04 ,.000 ,.000 .ao .37e Z ,26 .,2s 3A Do 4.800 1.BJ0 y 4.000 4.000 ry OdLL i ra. y^ A780 � NOTCH ON& a L 7z .s18 OPTIONAL MULLION CUP (8p8 -Ts) 1 X 3 1 X 4 1 X 4 1 -1/4 X 4 -1/2 (ALT. TO MGM) a STD. MULLION STO. MULLION cTnM M ION G M MULLION CUP LENGTHS MUST BE CUT TO FIT gaup 6083 -TB 8�3 -78 6083 -TB 6083 -T8 INTO 1BY TUB MULLIONS. 2000 y N ,� 0 9° .6 2.000 D b .19 V �p 7YP. 1YP. .128 2.840 F _ 1.430 Z o 8 128 .280 &� 8.000 � TY � rri P. TYP. � Oni 4.000 4.000 3.7150 O NOTCH OPTKmL @ g MULLION CUP (sow-Ts) 2 X 4 2 X 4 2x6 2 X 6 OLT.TOMOLES) smmL = HEAVY MULLION STD. MULLION HEkW MUWON OLP LIENOTHS MUST BE qR TO Frr gip ¢ 8063 -T8 6063 -TB X83 -T6 8083 -TB NM 28Y TUBE MULUON. NOTCH^' OPTIONAL >?E 6 m V 2.000 En9rtN IAD PROM=RBVMM +>a ? &tuft wirb,L6F1o6Qe b 17410 A,/7 2.D00 —�i dmairlg rro. ANGLE CUP D Q "011 M07 -04 6093-To Sheet 2 of 7 Iil v ap _ V9 ff- i __ 1 t I I bmm(n�b�v'.V�..'Sm+55tom5bpp Pm ��Io ��b; l��6Sbb�05bbbb�b6�ob5bo5obP O�k+ 6bb �0k66bbb6 65 flili�i4.oS��lQq bSb �lQ€b�ip- 6 b b b b 5 b b b b 6 5 5 bo b b b Fi 5 A 5 b MUM 1 b b _ b 1 o .bo b m b m yN YY ggggggqq gg gg ��gg ��}}�f4ggg k gk �i� % b b b b S 6 6 6 5 o b b b b g 6 b� i 15 5 6 b b b 6 b 1 10 b oil 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I l I f I I I I I I+ b y �qa �pw .p yq�y yp b. pm p �i O4'+1� pqo i b1 t III G m m� t7� y(,11 �i �p try 011 �yi �i j� y l ib a�F!t �Ibgb icI I vIN�bL��o1�bb ,� I TIE i22. i E 61ob + +`Ibbb bbb :. to l�b'e b be �+ o��obmFrgg��ibbbbbm.�i65�b bb�� ?W im000 ■000 uroa�omo�m�o�a� m ° m I 3 Q J `P $,, ddw 10-01-07 -C ALUMINUM TUBE MULLIONS A4FAR000 CORPORA770N DEVELOPMEM �PS.W AVE G FLORIDA 35174 TEL(�2644= FAX(�sl zs m v-cn no w g an W m SIW IMPACT WINDOWS, I.I.C. 975 S. CONGRESS AVE #102 DELRAY BEACH, FL. 33445 TEL (881) 274 -9392 FAIL (881) 27C -8282 m �" r Ir—1 & br tvuuu v ap _ V9 ff- i __ 1 t I I bmm(n�b�v'.V�..'Sm+55tom5bpp Pm ��Io ��b; l��6Sbb�05bbbb�b6�ob5bo5obP O�k+ 6bb �0k66bbb6 65 flili�i4.oS��lQq bSb �lQ€b�ip- 6 b b b b 5 b b b b 6 5 5 bo b b b Fi 5 A 5 b MUM 1 b b _ b 1 o .bo b m b m yN YY ggggggqq gg gg ��gg ��}}�f4ggg k gk �i� % b b b b S 6 6 6 5 o b b b b g 6 b� i 15 5 6 b b b 6 b 1 10 b oil 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I l I f I I I I I I+ b y �qa �pw .p yq�y yp b. pm p �i O4'+1� pqo i b1 t III G m m� t7� y(,11 �i �p try 011 �yi �i j� y l ib a�F!t �Ibgb icI I vIN�bL��o1�bb ,� I TIE i22. i E 61ob + +`Ibbb bbb :. to l�b'e b be �+ o��obmFrgg��ibbbbbm.�i65�b bb�� ?W im000 ■000 uroa�omo�m�o�a� m ° m I 3 Q J `P $,, ddw 10-01-07 ALUMINUM TUBE MULLIONS A4FAR000 CORPORA770N DEVELOPMEM �PS.W AVE G FLORIDA 35174 TEL(�2644= FAX(�sl zs 8 c no (law an '/�' I. SIW IMPACT WINDOWS, I.I.C. 975 S. CONGRESS AVE #102 DELRAY BEACH, FL. 33445 TEL (881) 274 -9392 FAIL (881) 27C -8282 a �" & br tvuuu c /ue n Im purroe TF� 8 �7d yF M1A3.10 i(07- 04.4Y( P> y0 a'L F.0 N� . gig -AIZ Z vv =� Rv N d 0 Fz z : vmy�r1 �og Nm �Z ,°x_ 9 � 5 R cz Ul N �c mm� V O v 8 N } 0 yg m v -t I v ■ N ro m asp N m cr). F G A it C V =b Ll � �1D obA G + V ob�.loiey�'v' A N h/ Odt m m V A L+ m i0 Zp t11 INJ m G1 �I WN L� �. 6 is Eo .tALabN mm m b'o,b OmI»b�b:t io 7obm m. �AFn�bm VOmA foi�,+�s.wLmbQiab�B,ism_,bbbb - v:. cmb'viab � m o v m o b @A vyo�v�0 to iabb b b b ®��b b.t.b�aoorowwoboo��>5IS'�+'� V m m bbbmm b ®''obo C .i.b.ttembmnbvNOm4pal N�l .bin ��yy t� to p to V be N ppy t°..- •m000 {mJp p mm n qmt� V A ALtrb oo- �wb��o�a�m�A��w�c� $�b�o�Ae+�ooL�Ataa�b gg.vaF�> e ■ N ro m asp N m cr). F G A it C V =b Ll � �1D O wl G + A fJ A N h/ Odt m m V A m Ca m i0 Zp t11 INJ m G1 �I WN L� �. 6 is Eo .tALabN mm m b'o,b OmI»b�b:t io 7obm Ab��oia VOmA - v:. cmb'viab m o v m o b @A to iabb b b b ®��b m bbbmm b ®''obo C ■ g maa to -o+-oT inr ALUMINUM TUBE MULLIONS AL FARdOQ CORlPORATION a v SIW IMPACT WINDOWS LLC. � t�� VEtxCrD oataetur eomx 1/Y = t• A 17AS W W FOR ➢LOP FOC os ze t No a�cwE ttas > 975 S. CONGRESS AYE 102 MUUM4 RARIDA3a%74 C eF FNI® C 12A&tt w CROGE Tim SHM �? F/1x.MM 78 o' DELRAY BEACH, FL 33445 �, atk bp TEL (set) r7"M Fax. (561) rra—assx eauuinmNnea7 —oasav ro m asp N m m o v m o N�l .bin ��yy t� to p to V be N ppy �} q pp {mJp p mm n qmt� V A ALtrb oo- �wb��o�a�m�A��w�c� $�b�o�Ae+�ooL�Ataa�b gg.vaF�> e g maa to -o+-oT inr ALUMINUM TUBE MULLIONS AL FARdOQ CORlPORATION a v SIW IMPACT WINDOWS LLC. � t�� VEtxCrD oataetur eomx 1/Y = t• A 17AS W W FOR ➢LOP FOC os ze t No a�cwE ttas > 975 S. CONGRESS AYE 102 MUUM4 RARIDA3a%74 C eF FNI® C 12A&tt w CROGE Tim SHM �? F/1x.MM 78 o' DELRAY BEACH, FL 33445 �, atk bp TEL (set) r7"M Fax. (561) rra—assx eauuinmNnea7 —oasav I 1/4" DIA. ULTRAOONS Ed. 2 PER CLIP (1 ON FA(LI WFliG) •. •.1' .: 1/4' CIA. ULTF 2 PER CLIP (1 ON E40H WOOD BUCK OR ID SIRUOTm Cu 1 WOOD CLAP 1/4' DIA ULTRWONS BY 'ELC O' ULMICONS b1MP BE HEX OR FLAP HVD SLIB MYE Ed. - WK EDGE OIST. MIN. E6lBEDiLENT WOOD 1' mm 2 -1/2' CONCRETE 2 -1/2' ALL CLIPS AND MOLES TO FIT SNUG INIO TIM NUWONS. CUPS OR MOLES CXINNECTEO DRECD.Y TO MASONW TO BE PROTECTED WITH NXAU— RESISPANT CORKM SUCH AS SITLUNOUS PAINT OR WATER —WHITE 1&TIVICRWE IA00UM EW JAY AHNA PROMXTTREVISDD FLA & mcongdy7oRvfDhtm .> tam •A 2- � I ' rz r Y aG N 0 m Z tL$m� 2 V 'p�ll'R;II srawing no. M07 -04 1/4' DIA. LILWWNS 4 PER CLIP (1 ON 4 IRY NOW am 1/4" M06 ULTPACM 2. PER AKM I uw -2 X 2 0 CLIP 414 Sb AL11 AUr SS 1/4' DIA. ULTRACONS Ed. 2 PER CIPIP (I ON EACH WIMW) -FLOATING CLIP Ile DLA- ULMV=NS BY 'ELCO' tP-MV=NS MAY BE HEX OR RAT HEAD SUBSTRATE FA - MIN. WDE DW. WN. EMBEDMENT WOW 1. 1-3/8' BLOCK 2-112, I-Ile ALL CLIPS AND ANGLES M FIT SKUQ KID TUBE MULLIONS. CLIPS OR MOLES CONNECTED WRECTLY TO UASONW TO BE PROTECTED WITH ALKALI - RESISTANT COON% SUCH AS WWWMS PAINT OR WAM-444M METHACRYWE LACQUER ANI WA M tFUPACONS 2 PER CLIP (I ON EACH WING) 1/4- M06 ULVACONS- I PER Mm 4"U Z z 0 3 2.0 Z 9. 0 Ito I:- PRoDucrRevaw " I mm- 1*96i.DY � drcWng no. M07-04 sheet g of I'PEF 1/4° Oh% ULTRACONS BY 'LyCOI ULTRACONS MAY BE HEX OR FLAT Ed. EMBE)bM WOOD 1° 1 -3/8° mm 2 -^1/2° 1 -1/4° CONCRETE ALL CLIPS AND ANGLES TO FIT S1UG INTO USE MUU MNS. CUM OR ANGLES COME= DIRECTLY TO MASONRY 70 BE PROTECTED WITH A YAU— MMWANT COATINGS, SUCH AS BITUM NOUS PAINT OR WATER —WHITE METH4CRYIATE LACQUER. / 14 Cl #14 F.H. . 1/8° THICK ALUM NIi" LENGTH TO FR SM M MLLLK INSOMAMON ASSEBABLY ACCESS HOLE, THIS SCREW CAN BE MWALLED Commm�gk- AAER• OLP MN. (FGA ZBY TUB 3/4° X 2° X 1/8° Fri_ {1BY� OUT TO FIT SNUG NSM ng ANCHORS DETAIL #1 METAL TO METAL CONNECTION SMS CLIP FOR CHARTS A. B OR C CLIP FOR TaiARf D O.C. MK ro 4mV a � z 3 w m z do q •o nk PE 70592 a uaFiarlAs b M i drawing no. ,� •,: 11 M07 -04 t ,; ,, ` � • � 8h881 % aT % PERMIT NO. TAX FOLIO NO.A:�22C6 _ Ll STATE OF FLORIDA: COUNTY OF MIAMI -DAIS: CFM 2013RO636461 OR Bk 28769 Pg 4669e (1Ps) RECORDED 08/13/2013 12S43:00 HARVEY RUVINP CLERK OF COURT MIAMI -GAGE COUNTY, FLORIDA LAST PAGE STATE OF FLORIDA. OF DADE I HEREBY CER17FY UW 0 is 9 09110fIN Of Ow THE UNDERSIGNED hereby gives notice that uWoverrerrts will � ' fi Imo, and in accordance with Chaps 713, Fioriaa Statutes, thet>?IlexIwfer�i is provided in this Notice of Commenc effm L WITt�fSS rrty hid' a d Stad HARVEY RWIN,- of • • •a = -aft - • 'SLC: -i :.1.•Si +�_t - "'. _ "I ►` •t.. .`. :.�- ••_ I ONEWNWIN b,,..,.,S,,�,uu,ret..,;,,, :tt,,..(ttpa�� Creed bond r��,,�rMe�d� from b0 traeta; if any} , arne.. ddress and phone r�A #t bee Ar xxW of bond S• Li Crams and address: A- _ wt#dn the State of FloridalideskInded by Owner upon whom notices or other docurnents may be served as provided by Semen 713.13(1Xa)7., Florida Statutes, Name address and pfum ruanber "1 Pr 8. In add don to himself, Owners designates the following persons) to rive a copy of the UmWs Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Cammenc ment ' tare opkaflim date Is 1 yeartrorrt the date or rem ca+tess a d3kilient die Is specTfted} WARN INVI TO : ANY PAYMENTS MADE BYTHE OWNER AFTER THE E?(PiRATItNd OF THE NOTICE OF COMmENCEMENTARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA MMES, AND CAN RESULT IN YOUR PAYINt� TWICE FOR IMPROVEMENTS TO YOUR P� A NOTICE � MUST BE FIECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. F YOU INTEND TO OBTAIN FINANCING, CONSULT wrrH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF CONIMENCEMENT. Sign a) of OJ ner(s) r , Authorized Of IcerlDirector/F'artner/M Prepared Prepared By Part Name �l%l iQ 9_O 'r!� Print Name Title/Office TitlslOffics STATE OF FLORIDA COUNTY OF MIAMI -DADE The By foregoi �� acknowledged before me this 'day Individually, or U as for Pe nally known, or 41produced the following type of ideat�fscation: SlgrwAm of Notary Pic: Part Name: �- (SEAL) ,, .". VOFlOATI9N PURSUANT TO S' I: CC# OA192 M5._FLORIDA ST1#Ttii1:S Under periatiles of perjury, I declare that I have read the foregoing and that the facts stated In it are true, to the best of my knowledge and belies. } of Ownerfs Owners }`s Authorized Officer:A irectoriPartn r/Mal By 1230142 DAMS 13112 DANIELA ALF®NZO MY COMMISSION # EE834383 EXPIRES Septemb" 11, 2016 Fames• F Omysw 08 am Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 209572 Scheduled Inspection Date: March 26, 2014 Inspector. Rodriguez, Jorge Owner: HERRERA, SANTIAGO Job Address: 273 NE 98 Street Miami Shores, FL 33138 -2407 Project: <NONE> Contractor: FLORIDA WINDOW & DOOR Building Department Comments REPLACE WINDOWS AND DOORS Permit Number: WS -8 -13 -1795 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060134420 Phone: (561)340 -4300 Infractio Passed Comments 1 INSPECTOR COMMENTS False March 25, 2014 For Inspections please call: (305)762 -4949 Page 23 of 40 Inspector Comments Passed Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 25, 2014 For Inspections please call: (305)762 -4949 Page 23 of 40 ,. I From: Albert F. Webber III, PE P,O, BOX 220054 Hollywood, FL 33022 RE: Permit No.: WS8131795 Santiago Herrera 273 NE 9e Street, Miami Shores, Fl. 33138 Building Official / Inspector, November 18, 2013 q ILL[ C5 49 Please accept this letter as an alternate method of window buck installation for the area where the pressure treated window buck is 2'/4" (max) x 4" instead of 1" x 4" as noted. on NOA/Product Approval. Window bucks must be anchored with V4 x3 ' /o" (min.) tapcons with a minimum embedment of I'/" in the concrete block. The anchors will be at 3" from the edge and 8" O/C maximum. Sincerely, lbert . ebber III, PE Consulting Engineer FL Lic, No. 22203 4 NEW Z} (MAx)W MOP MNDOW BUCK TO BE MTAU.ED PITH k X Sk MW TAMM AT r FROM EDGE 8 r O/G MAX. " I V4' EMBEDMENT wo GONG. OR MASOW M4 W WOOD BUCK TOAbfthffi DETAIL (TYP. a WINDOW LOCATIONS ��MA lff—�l J F W V W lu W gLL} _.0 W P40%3 Z 6 w to AS NOTM aew qp cas Dow OV17M bb Nm p -09-�W A -1 &.a Na