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WS-09-1573Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 128309 Permit Number: WS -9 -09 -1573 Scheduled Inspection Date: February 16, 2010 Inspector: Bruhn, Norman Owner: PEDROSO, TOMAS Job Address: 510 NE 95 Street Miami Shores, FL 33138- Project: <NONE> Contractor: RAD OF SOUTH FLORIDA INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060140830 Phone: (954)786 -8525 Building Department Comments Replacement of Exterior doors and windows (28 openings) Passe�,1�c3 /.7co_ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP - 125344. Plans do not match work / revise plans. February 12, 2010 For Inspections please call: (305)762 -4949 Page 4 of 25 Miami Shores Villa Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 k. " BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Electrical Permit No. NN S s CFOCI °' 1513 Master Permit No. Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) J 014M % lA tr 1301411A Phone # 305 ' 1 (90 7 4 I Owner's Address 10 City State Tenant/Lessee Name gitic «1 6 r1 L 3316 Zip Phone # 30 41(90' 7541 Job Address (where the work is being done)���'�� 6%d City Miami Shores Village County Miami -Dade Zip 5b(.55 FOLIO / PARCEL # 11.32Ob - O 1' • Obb O Is Building Historically Designated YES NO V Contractor's Company Name 12-1\ D o {- m441 h l ad do, 'Lyu. Contractor's Address 013 ' N w j 4 City Ya�v r� o 2) C.-6\ al State 171..., Qualifier Name ?--6 i- Cut ►t‘ State Certificate or Registration No.,, Sw 1311.5 Architect/Engineer's Name (if applicable) Phone# civt1 186 85J-S., Zip 33 O' to q Phone # cl cV - $A $ 53 Certificate of Competency No. Phone # Value of Work For this Permit $ t 1) 6 Square / Linear Footage Of Work: Type of Work: ['Addition Describe Work: ['Alteration ['New /Repair/Replace ❑ Demolition 2g ti s * * * * * * ** 0* * * * * * * * * * * * * * * * * * * * * * * **** Fees * * ** * ** * * * * ** ** ** * * *** * * * * * * * ******* ** * ** ** Submittal Fee $ 30 b Permit Fee $ ....?86-9.--s- CCF $ 1 0 te0 C Notary $ � Training/Education Fee $ ' (120 Technology Fee $ 9'50 Scanning $ 15 `G Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 3(.0$ •10 See Reverse side -) Bonding Company's Name (if applicable)` Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) g IA. Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BQILERSI.HEATERS, TANKS. and AiR WNDZTtIONE1.S,.ETC a'iiformhtiOrd,i'at curate'd id iliac all Vkrk will be'c cme ui compliance with all A. 4. OWNER'S AFFIDAVIT: t cf'liAihat alF the for applicable laws regulating construction and zoning. "WARNING TO OVVNIKV,YY0tArFAH441,, E TO RECORD A NOTICE OF COMMENCEMENT 1144.'i SULT IN YOUR PAYING TWICE FOH I'IViPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Tp.ei R" yr .r.1' -... as • Notice to Applicant: As a condition' the issuance of a building permit with an estimated vale exceeding ;12500,, the applicant must promise in good faith that a copy of the notice of commencement and construction lien' dw isrocMris wjll be lelifered 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 approv nd a reinspection fee will be charged Signature er or Agent The foregoing instrument was ac owledge before me, is day of,� , 20 ®� by dOe�rktj �� llV 1 f who is personally known to me or who has produced As iden �'fication an c did take an oath. NO ' Y PUBLIC: Sign: Print:/ My Signature Contractor The foregoing instrument was acknowledged before me thi&, .-- lir day of G� , 200-01, by Q e./4 Ckan u who is personally known to me or who has producedj — as identification and wh aai�dd gtt��, UBZ eksms oRIDA NOTARY PUBLIC: NOTARY ?,ern-- Nicole Ryan Commission #DD654128 l',,,,,,/ Expires: MAR. 22, 2011 ONDED THRU ATLANTIC BONDING CO., INC. mmission Expires: * * * * * ** * * * * * * * * * * * * * * ** ati�" eye JEI�NIIR Ii. PAL�SSO w �•� *.. MY PAMMfSSION # DD 898294 '�.,.'EhQ.• �on�PaThniNotaryPa�icOn�eniars APPLICATION APPROVED BY: �eG:,- f- .. (Revised 02/08/06) Si � Print: " `'"p ' _ AAA C'ommission-Expires: 1.)Z.Z) tyl.i #4 .4 ************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO No. l I` 3Zob•0t4. O! 0 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description otproperty and street/address: 0 PLottIOA, 0165. . 6 1111111111111111111111111111111111111 11111111 , Ft+i 2009R0734139 OR 8k 27043 F's 0221► tips ) RECORDED 10/09/2009 11:02:31 HARVEY RUVINP CLERK OF COURT IIAl1I -DADE COUNTY, FLORIDA LAST PAGE 2. Description of improvement: t'[E Ioif &o�u) yoola. IZ t'G i4l T 3. Owner(s) name and _address: Interest in property: tab Name and address of fee simple titleholder. 4. Contractor's name and address: -0 4 SauAln figys dJ^ t C 2 Mw )' 1L1 . 6 titt. L 5. Surety: (Payment bon required by owner from contractor, if any) Name and address: 1.1 AA Amount of bond $ A, 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 71 ; 3(1)(a)7., Florida Statutes, Name and address: 141 8. In addition to himself, Owners designates the following person(s) to receive a•copy of the Uenor's Notice as provided in Section 713.13(1)(b), q� Statutes. Name and address: 1 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different ed) Iti Print Owner' Sworn to an Notary Publi Print Notary My commi 123.01.52 PAGE 4 5/08 f ��, �t Name JOW 8ogitst n Prepared by A(I f,� I r 9 v-iN r7 c�� s .. 5( ribed before me i ; gay of (EVE( , 20 Q . ,7-7-3q /y LA) i c' Address: IDA COUNTY OF DADE I HEREBY CERTIFY that this Is orlginarnne *� •' e /MISSION 6 DD 898294 ;a,-` EXPIRES: July 11, 2013 p t � ,•e Bonded Tin Notary Public UndelwTReg WITNESS my h HARVEY RU By Permit No: 09- As--7y Job Name: g-)6- (1J , 2009 Miami Shores Viiiage Building Department Building Critique Sheet /� � /�-/ ,2T�' cc- ea./ 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 All American Windows and Doors #1 #2 #3 1 -(36 1/2 x 52) SH 1- (361/2 x 38) SH #8 2 -(37 x 50 5/8) SH Guest House 1 -(1 x 4) Mull 1 -(37 x 51 1/2) SH 1 -(37 x 50 5/8) SH 1 -(37 1/2 x 81 1/2) FD 1 -(18 x 25 1/2) SH 1 -(37 1/2 x 82) FD Jonathan Bonita 510 NE 95th Street Miami Shores, FL 33138 #7 #6 #5 #4 Mean Roof Height is 15 x 0.4 = 6 Mean Roof Height 15 Width of building is 45 X 0.1 = 4.5 Wndloads based on CZ Corner Distance (Exterior zone 5) is 4.5 Worst Case Scenario (smaller of the above results but not Tess than 3 feet) Zone 4= + 42.7 -46.3 Note: any opening within the comer distance from any comer falls in a Zone 5 Zone 5= + 42.7 -57.2, Exposure C Windspeed 140 All American Windows and Doors #24 #23 Jonathan Bonita 510 NE 95th Street Miami Shores, FL 33138 2 -(36 1/4 x 50 5/8) SH 1 -(1 x 4) Mull #25 1 -(53 1/8 x 50 5/8) SH 1 -(37 x 51) SH 1 -(1 x 4) Mull 2 -(27 3// x 51 1/2) SH Existing Corner Post #10 #9 #28 #27 1 -(37 x 52) SH #26 2 -(36 1/4 x 50 5/8) SH 1 -(1 x 4) MuII #11 1 -(37 x 52) SH 1 -(37 x 52) SH 1 -(19 x 52) PW 1 -(19 x 52) PW #22 #21 Mean Roof Height is 15 x 0.4 = 6 Width of building is 45 x 0.1 = 4.5 Comer Distance (Exterior zone 5) is 4.5 (smaller of the above results but not less than 3 feet) Note: any opening within the comer distance from any comer falls in a Zone 5 #20 1 -(1 x 4) Mull 2 -(27 3/4x 51 1/2) SH #19 1 -(37 x 52) SH 1 -(19 1/8 x 52) SH 1 -(19 1/8 x 38 1/2) SH 1-(19 1/8 x 38 1/2) SH 1 -(37 x 52) SH 1 -(37 x 26) SH 1 -(37 x 38 3/8) SH Mean Roof Height 15 ft Windloads based on 2007 FBC Figure 6-3 Worst Case Scenario Zone 4= + 42.7 -46.3 Zone 5= + 42.7 -57.2 Exposure C Wndspeed 140 #18 Existing Corner Post #12 #13 #14 #15 #16 #17 2007 FLORIDA BUILDING CODE & ASCE 7 -05 WIND VELOCITY =140 MPH I MRH =o -5o' COMPONENTS AND CLADDING EXPOSURE 'C' BREEVATEKass5 DESIGN LOADS FOR INTERIOR ZONE 4 PRESSURES ME8R Rao/ He 10 16 DESIGN 20 PRESSURE9{PSFL Tr8utary - Zone 4 ... Area (EN FQ '44g'. .45 50 25 30 36 0 -1 ft 40.3 +42.7 8.2 -1.6 -444 +40.8 - 43.8 +452 -43.3 -42,8 +39.7 +39,2; . -42.6; +38.9• - 4321'.:; 3'38• -.4311:11` _42.2 +3b.5. 4;tt7. 141:9 1.30.3 ;',42.4,• :, +38,8' 193 443.3 +42.7 -45.0 +41.4 .444 +40.7 - 43.9 -434: +40.2 +395' 18 R 48.2 +44.4 -47.0 +43.2 46.2 +424 -45.6 +41.7 -45.0 -44.5 +41.2 +40.8 -44.2 +40.4 541. +40.1 +44.8- ^+41.0.;'+40:5, .45.3 "' +41.8 `.::43.5 +39.7 X44,6 • . +41.6 20 ft 482 +454 -48.0 +44.2 -47.2 +43.3 489 +427 -t6.8 .- 45.6. +42.1 +41.7 - 46;.1. +4A0 -441 +42,1 22 fl •50.2 +482 -49.0 +45,1 .48.1 + 442 .475 +43.0 ••98.9 48,8' • +43,0' +42.6 24fl -51.2 +47.2 •49.9 +45.8 -490 +45.0 -484 +444 -47.8 47.3 +43.8 +43.3 489 +422 -47.7 +435 489 444.3 -46.8 +42.8 47.3 +43.3 48.1 +44A -482 +422 47.0 +42.9 47.8 +432 2571 42.0 +489 -50.8 +487 - 499 +48.8 -492 +461 -48.6 48.1 +44.6 +44.1_ - 494 -48.9 +45.2 +44.8 28 ft -52.8 449.7 412 +474 -50.7 448.5 49.9 +45.8 0 -53.8 +49.4 -62.3 *48.1 •514 +47.2 -67 0 +485 48.1 49.0 +469 +484 - 492 445.8 •48.8 +44.6 -482 .6 +44.3 32 R � 4 +60.1 •; 53.1 +47.9 -51.4 +47.1 -505 -60.3 +48,5 +48.0 499 445.0 -49.6 +462 -49.1 +44.9 34 ft -56.1 460.8 - 637 +49,4 -52.8 +482 -62.0 +477 - 51.4 -509 +47.1 +48.8 -505 +482 0 41 +46.8 49.7 +45.4 38 R 557 +614 44.4 +50.0 -53.4 +49.1 -52.7 +48.3 452.1 81.6 +47.7 +47.2 41.1 +483 -507 +46.3 80.3 +48.0 3811 584 +52.0 60 +506 540 •498 533 +48.9 -52.8 421 •+432 +47.7 .617 +47.3 41.3 +48.9 -609 +48.6 40 ft -67.0 +52.5 -65.6 +511.1 -64.8 +50.2 53.8 +494 -532 - 52.7 448.8 +45.2, -52.2 +47.8 t -616 479 42 ft 87.8 +53.1 -592 +617 - 652 +60.7 -644 +49.9 -53.8. 432`! +49.3 +40 "' +4891 r u4�' .� t- i�Nf IY a 44 R 48 ft 48 ft 48.1 487 +54.1 49.2 +649 H f -674 +53.1 :. -56.2 +51.7 -58.7 +521 -55.6 +50.9 t ; .: , - 54.0 54.3 +60.2 +497 ,x 4t0m. - +49..''•1' '1 ..:" ' r g , 5. 448.4 - 559 +512 -583 •64.8 +607 5+60.1'• -54.3 : . , 7'•'. -63+8 ± 40.8 50 ft -69.7 +68.0 - 58.3 +53.6 -572 +62.6 -56.4 +61.5 56.8 .552; +51.1 +5041 '4493 458:1 ;,•4,4_ +48.7' °+642 '+4E84 52 R 402 +55,5 587 +542 -57.7 +53,0 56.9 +522 -582 - 88.7 +51.6 +51.0 -55.2 +604 -54.8 450.1 -644 +49.7 54 ft -8.7 +659 -59.2 +54.6 482 +534 87.4 +82.8 •58.7 58.1 +520 +81.4 -666 +60.9 -553 +59.6 -54.8 +50.1 riot -81.2 +55.4 - 69.7 +54.9 - 89.6 +639 .579 +53.0 -57.1 -68.8 ,452.3 +61.8 56.1 +61.3 -582 +80.9 -88.3 +60.6 ft - 92.0 +57.2 •89.5 +55.7 49.5 454.8 -58.0 +53:0 -58.0 -57.4 +53.1 +52.5 -58.9 +529. -36.5 491.6 40.1 +51.2 EXTERIOR ZONE 5 PRESSURES Maas' Roof __.,_._DEVON 1, 18 20 PREBSUR08(FED -pine - 5•. 40 -,- -•- 48 - -M_. 50 26 30 38 -57.2 -53.4 - 52.1 -57,1 -50.2 49.5 .462 48.3 +42.7 F • +40.8 +40.2 +39.7 +392 +399 +38.8 +393 ,.: -64.1 42.8 -51.8 50.9 -602 -48.8 48,9 +43,3 a +414 +403 +402 +39.6 +39.4 *39.1 +35.8 . -59.4 -57.1 442 -63.1 522 -51.4 -508 402 +44.4 +43.2 +41.7 +41.2 +498 +40.4 +401 +39,7 s 409 -58.4 48.7 464 53.4 -825 41.9 -51.3 +45,4 +442 +43.3 +427 +41.7 +41.3 +41,0 +40.0 42.0 59.6 57.8 435 -55.4 .5433 - 53.7 -530 42.3 448.3 +45.1 +44.2 +43.8 +43.0 +42.6 +42.1 +41.8 +415 432 .60.7 -582 47.6 - 58.4 -56.5 -54.7 539 -53.3 +472 +459 +45.0 +44.4 +43.8 +43.3 +425 +42.6 +422 +40.7 +45.8 48A 4411 •47.3ir 45 4429 2811 -85.2 - 82.7 40.8 .--44 m :: ?::.;,.158.7 -5550 +48.7 447.8 +48$ i.1 r 4440 +4333 4l.7 -56.8 3D ft olio +472 '1i 444.3 32 ft 87.1 +50.1 t ® 820 447.0 -81.6 +47.1 M4_9 3411 fl0 +80,8 • �4 4.80.8 B "�' .: �. ,,. t, 87.3 3811 +8A *60.0 +46.0 38 fl 4689 +62.0 58,8 +60.6 .64.8 4499 -604 +48.9 -821 +482 41.1 +47.7 - 802 +47.3 -339.4 +45.9 -68.7 +4833 • !Oft 70.3 +52.8 47,8 +51.1 -6533 +60.2 - 84.1 +49.4 -62.8 +48.8 . -63.9 *47.8 -60.1 .+47.4 49.3 447$ 71.0 48.3 -58.3 -54.7 -63.5 .62.4 -61.5 .547 499 +53.1 +513 +50.7 +49.9 +40.3 +48.7 +48.3 +479 +47.5 -713 - 682 -88.9 - 05.4 -84.1 43.0 -52.1 -61.3 60.8 +63.8 +522 +512 +50.4 +49.8 +49,2 +488 +48.3 +48.9 -72A -898 -87.6 -88.0 - 84.7 .63.8 - 52.7 419 .01.1 +54.1 +5222 +81.7 +50.9 +502 +49.7 +49.2 +485 +484 73.1 -702 -86`6 135.3 -842 43.2 42.4 -01.7 ,r ft, +549 +531 +61.3 +6Q7 +601 +48.7 +492 +48.9 7t -73.7 -709 683 47.1 -85.8 44.7 -8339 429 •822 455.0 +63.6 +52.8 +515 +61.1 +50.6 +80.1 +49.7 +49.3 -74.3 71 A 49.3 - 87.7 -604 - 59.3 -64.3 453.6 42.7 +6533 +540 +53.0 +62.2 +51,6 +51,0 +50.5 +50.1 +49.7 -74.8 729 .4609 -88.2 - 889 -05.8 - 54.8 449 -632 +865 +64.6 +634 +52.6 +62.0 +51.4 +50.0 +50.5 +50.1 -76.8 425 -70.4 48.8 - 67.4 -60.3 45.3 •849 83.7 +60.4 +54.8 +53.6 +53.0 +62.3 +515 +51.3 +509 +50.5 -786 -73.6 -71.4 49.8 -68.4 - 87.3 -88.3 454 -61.0 +57.2 +557 +545 +835 453.1 +52.6 +82.0 +519 +612 FOR ALT Kd INSTRUCTIONS FOR TABLE USE! 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES... WORST CASE' IS DEFINED AS THE CRITICA1. COND ON. OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE 2. Fon SITUA CRITICAL RE R U.KdO4i0, 2.407E VALUES ARE UUNDE- DESIGNED BY A FACTOR OF 1.18. VERIFY Kd RJ�REMEN7S WITH LOCAL MUSICIPALITY 7810R TO TABLE USE. 3. USE OF TABLES ,VALID ONL :FOR' LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VAUD FOR Atit:RCiOF SHALL . IDENTIFY 7113 WILDING NMEANNAV6 G6�.ROOOOOF 04727 TTHE MEAN ROOF SIGHTo CANNOT BE IDENTIFIED, USE TH.3,PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP 11007 HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE TH@TRIBUTARY'dREA'QF TH9bPENING IN QUESTION (HEIGHT * WIDTH)) OR THE SPAN LENGTH (HE75147) MULTIR1.16{3-BYNIN EFFECTIVE WIDTH 71147 NEED NOT 6E LESS THAN ONE -THIRO THE.SPA1S LENGTH] (HER2-61.2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAs BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IOENTIF1E0, THE MOST CRITICAL ((10 SQUARE FEET) SHALL. BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS .THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. I0537IFY THE ZONE 07 THE OPENING AS INTERIOR ONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION 81 OTHERS. ANY QUESTIONABLE OPEN1146 IS 7O BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9, READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USEAS REQUIRED 8Y THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES! 1. THE CHARTS ARE NOT VAUD AS A SITE-SPECIFIC DRAWING. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS USTED, USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY EXPOSURE, AND OTHER COEFFICHENTS LISTED HEREIN SHALL BE DICTATED AND VERIJIED BY THE GOVERNING BUILDINI3 DEPARTMENT AND PERMIT HOLDER. NO WARRARGY FOR APPLICABILITY OF TABU! VALUE USE IS OFFERED HERON. 3. 71115 SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFI CATION. REFER TO ANY SEPARATELY SUBMITTED TEST C9RITERTAAND OTHER APPROVALS FOR DESIGN &&IIi457'ALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS 70 BE RIIFFIIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN 15 BASED ON 711 $50N9 GUST VELOCITY) FORA CATEGORY II (GENERAL RL$1 L 6 + 'T'- «}N55TA (WIND USING AN IMPORTANCE FACTOR HILLY FACTO +' i7Q81 �: 1E'$' ' 1611)65 ONLY. 1 ITH� TTABLESLNOTOCCUPANCIES. I FR FF7�1130T (GCDI +1.0.1$) ENCLOSED BUILDING ONLY. VERIFY USE 07 Kd =0' • ?• e. RECTION ! • . ((ACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ HIGH 310CITY t() 041 5756. FOR WALLS AND VERTICAL SURFACES OW. 5. ADHERE TO ALL - 9T' PO-gm 5Y5TEM OIWINANCES. 7. ECCEPTTTAS EXPRD ESS V plTO0IGE(5 HEREIN E ADDMONAAL STRUCTURE. CTI OR AF7RMAT1ONS ARE INTENDED. aw 1054 OF LEAST$ 10RIZONTAIAftMENSIDN Of 40%'•9F'MRH, WHICHEVER 1S SMAUSITi RUZ'N57 :LESSS:THAN454 OF LEAST HORIZONTAL DIMENSION OR 3F7 (1m)1-0SE2ONE 5 z 87862.13 QUESTION, CONSULT AN ENGINEER FORA MORE SPECIFIC INTERPRETATION IF REQUIRED. PEAK ROOF 61515617 MEAN ROOF HEIGHT WALL ZONL"s FIGURES 1 !S . t#iRIC 03/02/2009 - 4 :59pm b F :\03 Elements \10 Load1411 Calculators ASCE 7 -05\ FLB - ASCE 7 -02 Pressure Charts (0- 60).dwg 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES Mean Roof Height DESIGN PRESSURES (PSF) - Zone 4 Mean Roof Height DESIGN PRESSURES (PSF) - Zone 5 10 15 20 Tributary Area (Sq Ft) 40 45 50 10 15 20 Tributary 25 Area (Sq Ft) 40 45 50 25 30 35 30 35 0 -15 ft 46.3 +42.7 452 +41.6 -44.4 +40.8 -43.8 +40.2 - 43.3 -42.9 +39.7 +392 -42.5 +38.9 .42.2 +38.5 -41.9 +38.3 0 -15 ft -57.2 +42.7 - 55.0 +41.6 -53.4 +40.8 -52.1 +40.2 - 51.1 +39.7 -50.2 +39.2 -49.5 +38.9 -48.9 +38.5 -48.3 +38.3 16 ft -47.0 +43.3 -45.8 +42.2 -45.0 +41.4 -44.4 +40.7 -43.9 -43.4 +402 +39,8 -43.1 +39,4 -42.7 +39.1 -42.4 +38.8 16 ft -58.0 +43.3 - 55.7 +422 - 54.1 +41.4 - 52.8 +40.7 - 51.8 +40.2 -50.9 +39.8 -50.2 +39.4 -49.5 +39.1 -48.9 +38.8 18 ft -482 +44A 47.0 +432 -462 +42.4 -45.5 +41.7 -45.0 -44.5 +412 +40.8 -442 +40.4 - 43.8 +40.1 -43.5 +39,7 18 ft -59.4 +44.4 -57.1 +432 - 55.4 +42.4 -542 +41.7 -53.1 +412 -522 +40.8 -51.4 +40.4 -50.8 +40.1 -50.2 +39.7 20 ft -492 +45.4 -48.0 +44.2 -47.2 +43.3 -46.5 +42.7 -46.0 -45.5 +42.1 +41.7 45.1 +41.3 -44.8 +41.0 -44.5 +40.6 20 ft -60.8 +45.4 -58.4 +442 -56.7 +43.3 -55.4 +42.7 - 54.3 +42.1 -53.4 +41.7 -52.6 +41.3 -51.9 +41.0 -51.3 +40.8 ft -502 +48.3 49.0 +45.1 -48.1 +442 -47.5 +43.8 -46.9 -46.5 +43.0 +42.5 -46.1 +42.1 -45.7 +41.8 45.4 +41.5 ft -62.0 +46.3 -59.6 +45.1 -57.8 +44.2 -56.5 +43.6 - 55.4 +43.0 -54.5 +42.5 -53.7 +42.1 -53.0 +41.8 -52.3 +41.5 24 ft -512 +472 49.9 +45.9 49.0 +45.0 48.4 +44,4 47.8 47.3 +43.8 +43.3 46.9 +42.9 46.6 +42.6 462 +42.2 24 ft -632 +472 - 60.7 +45.9 58.9 +45.0 -57.5 +44.4 56.4 +43.8 -55.5 +43.3 - 54.7 +42.9 53.9 +42.6 -53.3 +422 26 ft -52.0 +48.0 -50,8 +46.7 -49.9 +45.8 -492 +45.1 -48.6 -48.1 +44.5 +44.1 -47.7 +43.6 -47.3 +43.3 -47.0 +42.9 26 ft -842 +48.0 51.7 +46.7 -59.9 +45.8 -58.5 +45,1 -57.4 +44.5 -56.4 +44.1 -55.6 +43.6 -54.8 +43.3 -542 +42.9 28 ft -52.8 +48.7 -51.6 +47.4 -50.7 +46.5 -49.9 +45.8 -49.4 -48.9 +452 +44.8 -48.5 +44.3 -48.1 +44.0 -47.8 +43.6 28 ft -652 +48.7 -62.7 +47.4 -60.8 +46.5 59,4 +45.8 -58.3 +452 -57.3 +44.8 56.6 +44.3 -55.7 +44.0 -55.0 +43.6 30 ft -53.8 +49.4 -52.3 +48.1 51.4 +472 50.7 +46.5 50.1 49.6 +45.9 +45.4 492 +45.0 -48.8 +44.6 48.5 +44.3 30ft - 682 +49.4 - 83.6 +48.1 -61.7 +472 -60.3 +46.5 59.1 - +45.9` 58.1 +45.4 57.3 +45.0 56.5 +44.6 55.8 +44.3 32 ft - 54.4 +50.1 -53.0 +48.8 -52.1 +47.9 -51.4 +47.1 -50.8 -50.3 +46.5 +46.0 -49.8 +45.6 -49.5 +452 -49.1 +44,9 32ft -87.1 +50.1 -64.5 +48.8 -82.6 +47.9 -61.1 +47.1 -59.9 +46.5 - 58.9 +46.0 -58.1 +45.6 -57.3 +452 -58.6 +44.9 34 ft 55.1 +50.8 -53.7 +49.4 52.8 +48.5 -52.0 +47.7 -51.4 -50.9 +47.1 +48.6 50.5 +462 50.1 +45.8 49.7 +45.4 34ft -68.0 +50.8 - 65.3 +49.4 -63.4 +48.5 -61,9 +47.7 -80.7 +47.1 -59.7 +46.8 - 58.8 +462 58.0 +45.8 57.3 +45.4 36 ft 55.7 +51.4 -54.4 +50,0 -53.4 +49.1 -52.7 +48.3 -52.1 -51.5 +47.7 +472 -51.1 +46.7 -50.7 +46.3 -50.3 +46.0 38 ft -68.8 +51.4 - 68.1 +50.0 -64.2 +49.1 -62.7 +48.3 -61.4 +47.7 -60.4 +472 -59.5 +46.7 -58.7 +46.3 -58.0 +46.0 38 ft -56.4 +52.0 -55.0 +50.6 -54.0 +49.6 -53.3 +48.9 52.6 -52.1 +482 +47.7 -51.7 +47.3 -51.3 +46.9 -50.9 +46.5 ft -69.6 +52.0 66.8 +50.6 -64.9 +49.6 53.4 +48.9 - 62.1 +482 -61.1 +47.7 -602 +47.3 - 59.4 +46,9 58.7 +46,5 40 ft -57.0 +52.5 -55.6 +51.1 -54.6 +502 - 53.8 +49.4 -532 -52.7 +48.8 +48.2 -522 +47.8 -51.8 +47.4 -51.5 +47,0 40 ft -70.3 +52.5 - 87.6 +51.1 - 65.6 +502 - 64.1 +49.4 -62.8 +48.8 -61.8 +482 -60.9 +47.8 -60.1 +47.4 -59.3 +47.0 42 ft -57.6 +53.1 - 562 +51.7 -552 +50.7 -54.4 +49.9 -53.8 -532 +49.3 +48.7 -52.8 +48.3 -52.4 +47.9 -52.0 +47.5 42 ft - 71.0 +53.1 -68.3 +51.7 - 66.3 +50.7 -64.7 +49.9 -63.5 +49.3 -62.4 +48.7 -61.5 +48.3 -60.7 +47.9 -59.9 +47.5 44 ft 58.1 +53.6 58.7 +52.2 -55.7 +512 - 54.9 +50.4 54.3 53.8 +49.8 +492 53.3 +48.8. -52.9 +48.3 52.5 +48.0 ft -71.7 +53.6 -68.9 +52.2 -66.9 +512 -65.4 +50.4 54.1 +49.8 -63.0 +49.2 -62.1 +48.8 61.3 +48.3 -60.5 +48.0 46 5 -58.7 +54.1 -572 +52.7 -562 +51.7 55.5 +50.9 -54.8 -543 +50.2 +49.7 -53.8 +49.2 -53.4 +48.8. -53.0 +48.4 48 ft -72.4 +54.1 69.6 +52.7 67.5 +51.7 66.0 +50.9 64.7 +50.2 63.6 +49.7 62.7 +492 61.8 +48.8 61.1 +48.4 48 ft -592 +54.6 -57.8 +53.1 58.7 +52.1 - 55.9 +51.3 -55.3 -54.8 +50.7 +50.1 - 54.3 +49.7 -53.9 `+492 -53.5 +48,9 48 ft -73.1 +54.6 -702 +53,1 -682 +52.1 -86.6 +51.3 -65.3 +50.7 -64.2 +50.1 632 +49.7 -62.4 +492 -61.7 +48.9 50 ft - 59.7 +55.0 -58.3 +53.6 -57.2 +52.6 - 56.4 +51.8 -55.8 -552 +51.1 +50.6 -54.8 +50.1 -54.3 +49.7 -54.0 +49,3 50 ft -73.7 +55.0 -70.8 +53.6 68.7 +52.6 -67.1 +51.8 -65.8 +51.1 -64.7 +50.6 -63.8 +50.1 -62.9 +49.7 622 +49.3 52 ft 602 +55.5 - 58.7 +54.0 -57.7 +53.0 -56.9 +522 -562 -55.7 +51.5 +51.0 - 552 +50.5 -54.8 +50.1 54.4 +49.7 52 ft -74.3 +55,5 - 71.4 +54.0 -69.3 +53.0 -67.7 +522 -66.4 +51.5 -65.3 +51.0 - 64.3 +50.5 63.5 +50.1 -62.7 +49.7 ft -60.7 +55.9 -592 +54.5 -58.2 +53.4 -57.4 +52.6 -58.7 -58.1 +52.0 +51.4 -55.6 +50.9 -55.2 +502 -54.8 +50.1 ft -74.9 +55.9 -72.0 +54.5 -69.9 +53.4 682 +52.6 66.9 +52.0 -65.8 +51.4 64.8 +50.9 -64.0 +50.5 632 +50.1 56 ft 612 +56.4 -59.7 +54.9 -58.6 +53.8 -57.8 +53.0 -57.1 58.6 +52.3 +51.8 58.1 +51.3 -55.6 +50.9 -55.3 +50.5 ft -75.5 +56.4 -72.5 +54.9 -70.4 +53.8 68.8 +53.0 -87.4 +52.3 66.3 +51.8 65.3 +513 -64.5 +50.9 63.7 +50.5 60 ft 62.0 +57.2 60.5 +55.7 59.5 +54.6 -58.6 +53.8 - 58.0 57.4 +53.1 +52.5 - 56.9 +52.0 -56.5 +51.6 -56.1 +512 60 ft -76.6 +572 -73.6 +55.7 -71.4 +54.6 69.8 +53.8 68.4 +53.1 67.3 +52.5 66.3 +52.0 65.4 +51.6 64.8 +512 WIND VELOCITY =140 MPH EXPOSURE 'C' MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =I.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL& COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCp1 = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. fa-fl - ® I- PEAK ROOF HEIGHT MEAN ROOF HEIGHT ELEVATION 1 v a'v ® SO WALL ZONE FIGURES 61 m m m 91 tn r m z in 8 -o REMARKS DRWN CHKD DATE INR ISSUE CL FLB 04/19/06 REVISE FOR 07 FBC TSB FLB 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRRTEN CONSENT OF FRANK L BENNARDO, P.6. "ALTERATIONS, ADDITIONS, HIGHUGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR Con I o-ICATION. 2007 FLORIDA BUILDING CODE ENGINEERING p ro EXPRESS® olI ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354-0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH 89885 PRODUCT APPROVAL REVIEW FORM Address: 510 NE 95th Street Contractor: All American Windows and Doors Lot: Block: # Opening Location Size NOA Number NOA Design Pressure Rating Opening Required Pressure Rating Eg ess Requirement Shutter Requirement Width Height ( +) psf ( -) psf ( +) psf ( -) psf Yes No Yes No 1 361/2 52 08 - 0527.12 80 -90 42.7 -57.2 Yes No 2 36 1/2 38 08 - 0527.12 80 -90 42.7 -46.3 Yes No 3 37 51 1/2 08 - 0527.12 80 -90 42.7 -57.2 Yes No 4 37 1/2 82 07 - 0828.09 70 -80 42.7 -57.2 Yes No 5 18 25 1/2 08 - 0527.12 80 -90 42.7 -46.3 No No 6 371/2 81 1/2 07 - 0828.09 70 -80 42.7 -46.3 Yes No 7 37 50 5/8 08 - 0527.12 80 -90 42.7 -57.2 Yes No 8 37 50 5/8 08 - 0527.12 80 -90 42.7 -46.3 Yes No 9 37 52 08 - 0527.12 80 -90 42.7 -57.2 Yes No 10 37 52 08 - 0527.12 80 -90 42.7 -57.2 Yes No 11 37 52 08 - 0527.12 80 -90 42.7 -57.2 Yes No 12 37 52 08 - 0527.12 80 -90 42.7 -57.2 Yes No 13 19 1/8 52 08 - 0527.12 80 -90 42.7 -46.3 Yes No 14 191/8 381/2 08 - 0527.12 80 -90 42.7 -46.3 Yes No 15 191 /8 381 /2 08 - 0527.12 80 -90 42.7 -46.3 Yes No 16 37 .52 08 - 0527.12 80 -90 42.7 -46.3 Yes No 17 37 26 08 - 0527.12 80 -90 42.7 -57.2 No No 18 37 38 3/8 08 - 0527.12 80 -90 42.7 -57.2 Yes No 19 27 3/4 51 1/2 08 - 0527.12 80 -90 42.7 -46.3 Yes No 20 19 52 08 - 0417.06 70 -80 42.7 -46.3 No No 21 19 52 08 - 0417.06 70 -80 42.7 -46.3 No No 22 27 3/4 51 1/2 08 - 0527.12 80 -90 42.7 -57.2 Yes No 23 37 51 08 - 0527.12 80 -90 42.7 -57.2 Yes No 24 531/8 50 5/8 08 - 0527.12 80 -90 42.7 -46.3 Yes No 25 361/4 50 5/8 08 - 0527.12 80 -90 42.7 -46.3 Yes No 26 361/4 50 5/8 08 - 0527.12 80 -90 42.7 -46.3 Yes No 27 37 52 08 - 0527.12 80 -90 42.7 -46.3 Yes No 28 37 52 08 - 0527.12 80 -90 42.7 -57.2 Yes No BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows LLC 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldinacodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Veloci a Zone. DESCRIPTI . eries 1000 Aluminum Single Hung Window — L.M. APPROVAL DOCUMENT: Drawing No. W03 -56, titled "Series -1000 Alum. Single Hung Window (L.M.I.) ", sheets 1 through 6 of 6, dated 07/31/03 with revision F dated 04/23/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved" or the Product Control Seal, unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 07- 0928.14 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08-0527.12 Expiration Date: November 6, 2013 Approval Date: July 10, 2008 Page 1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -56, Sheets 1 through 6 of 6, titled "Series -1000 Alum. Single Hung Window (L.M.I.) ", dated 07/31/03 with revision F dated 04/23/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of series 1000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -5337, dated 01/25/08, signed and sealed by Michael Wenzel, P. E. (Submitted under previous NOA #07- 0928.14) 2. 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 an aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -05 -1953, dated 04/25/05, signed and sealed by Ivonne Ghia, P.E. (Submitted under previous NOA #05- 0720.01) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 5) Large Missile Impact Test, per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -05 -1448, dated 04/22/05, signed and sealed by Ivonne Ghia, P.E. (Submitted under previous NOA #05- 0720.01) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 5) Large Missile Impact Test, per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3820 dated 06/09/03, signed and sealed by Joseph Chan, P.E (Submitted under previous NOA #03- 0910.03) E -1 Manuel Pe E. Product Control - xam er NOA No. i 1. 7.12 Expiration Date: November 6, 2013 Approval Date: July 10, 2008 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 5) Large Missile Impact Test, per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3806 dated 06/09/03, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 0910.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004 and 2007, prepared by AI- Farooq Corporation, dated 04/21/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas ® Plus" dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated April 18, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated April 18, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report No. FTL -5337, issued by Fenestration Testing Laboratory, Inc., dated February 13, 2008, signed and sealed by Michael Wenzel, P.E. 4. Proposal #07 -3815 issued to ES Windows LLC by BCCO Product Control Division, dated 12/18/07 signed by Manuel Perez, P.E. G. OTHER 1. Notice of Acceptance No. 07- 0928.14, issued to ES Windows LLC for their Series 1000 Aluminum Single Hung Window — L.M.I., approved on 05/08/08 and expiring on 11/06/08. E -2 Manuel Per Product Control Ex NOA No. 08-0 2 Expiration Date: November 6, 2013 Approval Date: July 10, 2008 sheet 1 of 6 ) 4 1/8' ANN. GLASS .090° INTERLAYER 'DUPONT SENTRYGLAS PLUS' -1 /8' ANN. GLASS SILICONE DOW CORNING 785 GLASS TYPE 'A' I/8° HEAT STREN'D. GLASS .090' INTERLAYER 'DUPONT SENTRYGLK PLUS' 1/8' HEAT STREN'D. SILICONE DOW CORNING GLASS TYPE 'B' 5/32' HEAT STREND. GLASS .090' INTERLAYER 'DUPONT BUTACRE PVB' 7 5 -1/8' HEAT STREN'D. GLASS SIUCONE DON COMM) 795 GLASS TYPE 'D' 4 1/8° HEAT STREN'D. GLASS .090° INTERLAYER ' DUPONT BUTACITE PV8' 1/8° HEAT STREN'D. GLASS SILICONE DOW CORNING 795 ig!1' 1- GLASS TYPE 'C' GLASS .090' INTERLAYER 'DUPONT SENTRYOLAS PUSS' 1/8° HEAT STREN'D. GLASS GLAZING OPTIONS SIUCONE DOW CORNING 795 GLASS TYPE 'E' FALSE MUNTINS (SURF MAY APPLIED) USW N O N 4 J m 10' MAX HEAD /SILL 6' MAX. HEAD /SILL CORN '* •/ 0 6 c 10° Mai. HEAD /SILL C1 / 6° MAX. HEAD /SILL CORNERS — 3 8 47 1/8° D.L OPG. 49 15/16° TYPICAL ELEVATION (STD. Slw SERIES -1000 ALUM SINGLE HUNG '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 —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS REQUIREMENTS OF THEBFFLLORIDA BUILDING CODE E2004 /2007 COMPLY EDITON INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDRIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS 1S USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 /2007 FLORIDA BLDG. CODE SECTION 2003.8.4. TYPICAL ELEVATION (14 —RISE SILL) THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUt iu SHIN Rica ARE NOT REQUIRED. Deer: DR. ANN FAR= HA. h N PE / 16587 C. 538 JUN 0 3 2008 PRODUCT REVISED 6scooaVi$ngwitfi the Florida Cage O No Soto U L — 1 i3 s 8 1 drawing no. W03 -56 STANDARD TOP RAH. HEAVY DUTY TOP RAH. WINDOW DIALS. 19 -1/8" 28 -1/2° 37" 42" 49" 53 -1/8" 19 -1/8" 28 -1/2° 42" 49° 53 -I /8 19 -1/8° 28 -1/2' 37" 42" 49' 53 -1/8° 19 -1/8" 28 -1/2" 37° 42° 49° 53 -1/8" HEIGHT EXf.( +) 704 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 1910 80.0 80.0 80.0 80,0 90.0 90.0 90.0 90.0 90.0 80.0 80.0 80.0 80.0 80.0 90.0 1910 90.0 904 9b,0 38 -3/8" (4) 50 -5/8" 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70,0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 804 1910 98° IlWalb 80.0 (5) 700 80.0 80.0 90.0 80.0 910 70.0 80.0 800 900 80.0 90.0 70.0 80.0 60.0 90.0 60.0 910 19 -1 /8° 700 80.0 80.0 910 80.0 90.0 28 -1/2° 704 800 80.0 90.0 80.0 90.0 37" 93' 70.0 80.0 80.0 90.0 80.0 80.0 42" (6) 70.0 80.0 80.0 90.0 80.0 90.0 49" 70.0 80.0 80.0 90.0 60.0 90.0 53 -1/8" 70.0 80.0 80.0 904 80.0 10.0 19 -1/8" 70.0 80.0 80.0 90..0 80.0 90.0 26 -1/2' 70.0 80.0 804 90.0 80.0 90.0 37' 88° 70.0 80.0 80.0 904 80.0 90.0 (6) 70.0 80.0 80.0 90.0 no no 70.0 80.0 80.0 90.0 80.0 90.0 940 00.0 90.0 90.0 90.0 900 90.0 90.0 90.0 904 42° 49° 53 -1/8" 19 -1/8° 28 -1/2" 37" 42" 49° 53 -1 /8" 19 -1/8" 28 -1/2" 37° 42" 49' 80.0 90.0 70.0 80.0 60 0 90.0 80.0 90.0 740 80.0 80.0 90.0 800 90.0 74 -1/4' 70.0 80.0 60.0 90.0 80.0 00.0 (7) 70.0 80.0 80.0 90.0 10.0 90.0 80' (7) • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. Luer EXTERIOR( +) LOADS TO 70.0 PSF FOR STD. SILL 80.0 904 80.0 90,0 W UNEQUAL LITES (ORIEL TYPES) WINDOWS DESIGN LOAD CAPACITY - PSF (HI -RISE SILL) WINDOW DIALS. STANDARD TOP RAIL HEAVY DUTY TOP RAIL GLASS TYPE 'A' GLASS TYPES '8'. 'C', 'D & 'E' GLASS TYPES '8'. 'C'. D' & 'E' IEDTH HEIGHT EM.( +) INL( -) EXT.( +) mu-) EXT.( +) 1NI.( -) 19 -1/8° 28 -1/2' 37° 42' 49' 53 -1 /8° 50 -5/8" (5) 70.0 80.0 80.0 90.0 80.0 80.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 80.0 80.0 80.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 74.0 80.0 90.0 80.0 80.0 19 -1/8" 28 -1/2° 37" 42° 49" 59* (5) 70.0 810 80.0 90.0 80.0 90.0 70.0 800 804 90.0 80.0 910 70.0 80.0 80.0 90.0 80.0 904 70.0 80.0 80A 90.0 80.0 90.0 - - - - 80.0 90.0 l9 -1/8• 28 -1/2" 37° 42" 63 (8) 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 804 900 80.0 940 70.0 80.0 80.0 940 80.0 90.0 - - - - 80.0 90.0 19 -1/8" 28 -1/2' 37" 88' 70.0 80.0 80.0 90.0 80.0 90.0 (8) 70.0 800 80.0 904 80.0 900 - - - 80.0 90.0 19 -1/8° 28 -1/2° 74 -1/4° 70.0 80.0 80.0 90.0 80.0 90.0 (7) 70.0 80.0 80.0 90.0 80.0 90.0 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. LIMIT EXTERIOR( +) LOADS TO 70.0 PSF FOR STD. SILL. STD. TOP $u, x DEAVY DUTY TOP RATTY Edon OR HUHAYOUN FAROOq oil HEYISFA g�0pn� ss entatlyEng midi dm Fkndd5 FL4 PE // Beldl Cats C.A.N. "3538 18Beldam Aeca,.'thun No I : -D NOTE: GLASS CAPACRIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 JUN 0 3 2008 /2 /3 U‘ z 0 0 cgo CC 2 O as 41110 0 ZJ 8 1 drawing no. W03 -56 (sheet 2 of 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DACE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEVS. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4° TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES N. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONC. OR MASO 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY $14 SMS OR SELF DRIWNG SCREWS INTO DADE COUNTY APPROVED MUWONS (MIN. THK. _ .090°) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (6063 —T5 MIN.) (SIktL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2° MIN. INTO WOOD STRUCTURE = 3/4° MIN. INTO METAL STRUCTURE = 3/4° MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD SEAM SEALER SM5504. WEEPHOLES; W1 = 1 -1/2° X 3/16° WEEPHOLES AT 4° FROM EACH END W2 = 1 -5/16° NOTCH AT EACH END •: • !•P1(!1r," i TYPICAL ANCHORS TYPICAL ANCHORS OR SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING WOOD ' RE JUN 0 3 2008 drawing no. W03 -56 sheet 3o1 6 ) TYPICAL ANCHORS SEE ELEV5. FOR SPACING MIAMI -DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING 1TEM # PART # REQD. DESCRIPTION MATEIUAL MANE. /SUPPLIER /REMARKS 1 61001 -1 1 FRAME HEAD 6063 -T5 - 2 2A 61002 -1 1 FRAME SILL (STD.) 6063 -15 - ESI101 1 FRAME 50.1 (HI -RISE) 6083 -T5 - 3 61003 2 FRAME AMR 6063 -T5 - 4 ES10O5 -1 1 FIXED MTG. RAIL 6083 -76 - 5 851004 -1 1 SR). VENT TOP RAIL 6083 -T8 - 5A 62004 1 HEAVY DUTY VENT TOP RAIL 6063 -T6 - 6 851006 -1 1 VENT BOTTOM RAIL 6063 -16 - 7 ES1007 -1 2 VENT SIDE RAIL 6063 -T5 - 8 851008 -1 AS ROD. GLAZING BEAD 6063 -16 - 9 851009 -1 2/VENT VENT LATCH ® 6' FROM EN135 6063 -75 - 10 831012 1/LATCH LATCH SPRING ST. STEEL - 11 851010 AS REDO. GIA2ING 94800E SOFT PVC - 12 #8 X 1. 20 FRAME & VENT AOCFMRIY SCREWS CRS PH 5 13 ES1011 2/VENT SASH CAM CELCON - 14 43820 -187 AS REOD. PILE W'STRIPPING WITH PLASTIC FIN - AMESBURY OR EQUIV. 15 43628 -187 AS RECD. PILE W STRIPPING WITH PLASTIC FIN - AMESBURY OR EQUIV. 16 - 2/ VENT BLOCK & TACKLE BALANCE SERIES 120 BY BSI 17 - 2/ VENT SPIRAL BALANCE - - 16 831013 -1 2 SASH STOP - - 19 61505 - FLUSH FRAME ADAPTER 6083 -15 OPTIONAL 20 - 1 5/16' BOX SCREEN - OPTIONAL Erop: DR. HUMAYOUN FAROOO STRUCTURES FLA. PEI 16557 C.A.N. 3635 JUN 0 3 2008 9461 ®DUCT REVISED as emptying with th9 MA& Wan Cala 160 La61e V 1 3 vi a s a e c 13 a a 1 1 4 a drawing no. W03 -56 (sheet 4 of 6 ) TYPICAI. ANK:HORS SEE ELEV. FC,,R SPACING 1/4' MAX . SHIM METAL STRUCTURE WAMI—DADE COUNTY APPROVED 61ULL1ONA TYPICAL. ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH Emir OR. HULLAYOUN FAROOQ PRODUCF NEVIEEI) SLRUCEURES oB comp"ytoiattd the Elorfaht F1A PE C .N . • 18997 CJ4N P,IeLILiagCade 35� Attep,42ye,No Age /3 JUN 0 3 2008 ter_ 2.330 .9IyP699 .082 .719 L —. 809 2.392 813 0 FRAME HEAD .750 —1. MEETING RAIL 2.186 .813 .082 k 1.344 —d FRAME JAMB 1.122 .930 1.400 1.344 .930 2.083 STD. VENT TOP RAIL H.D. VENT TOP RAIL 1.230 .0 1.421 .760 VENT LATCH .328 11 GLAZING WEDGE T--- .803 062 .8.37 GLAZING BEAD VENT SIDE RAIL VENT BOTTOM RAIL FRAME SILL (ST).) ® FRAME SILL (HI —R SE) 2.190 .062 �2288� F 19 FLUSH FRAME ADAPTER VENT CORNER DETAL. 12 FRAME CORNERS DETAIL Engn 08. HUMAYOUN FAR000 6891C1CRES FIA. PE / 18887 CAN. X538 JUN 0 3 2008 Vg 00 ac O 8 g 5 8. 5 1 drawing no. W03 -56 (sheet 6 of 6 ) MIAMMADE COUNTY' BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA ES Windows LLC 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.gov/buiidingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Veloci Huai DESCRJPTI • • Series 1500 Aluminum Fixed Window — L.M.T. APPROVAL DOCUMENT: Drawing No. W03 -57, titled "Series -1500 Aluminum Fixed Window (L.M.I.) ", sheets 1 through 7 of 7, prepared by A1- Farooq Corporations, dated 07/31/03 with revision D dated 03/26/08, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 06- 1201.05 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMFDADE COUNTY APPROVED NOA No. 08- 0417.06 Expiration Date: November 6, 2013 Approval Date: June 5, 2008 Page 1 ' ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 -57, titled "Series -1500 Aluminum Fixed Window (L.M.I.) ", sheets 1 thru 7 of 7, prepared by AI- Farooq Corporations, dated 07/31/03 with revision D dated 03/26/08, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Large Missile Impact Test per FBC, TAS 201 -94 4) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 1500 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5339, dated 02/11/08, signed and sealed by Michael R. Wenzel, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an arch, round top & cathedral shapes aluminum fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5054, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #06-0308.05) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3810, dated 05/16/03, signed & sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 0910.01) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a alum. fixed windows mulled together, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL -3819, dated 06/09/03, signed & sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 0910.01) E -1 Manuel Pe. E. Product Control : , er NOA No. 08-1' 17.06 Expiration Date: November 6, 2013 Approval Date: June 5, 2008 ES' Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3808, dated 05/14/03, signed & sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 0910.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by AI-Farooq Corporation, dated 4/7/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas ® Plus" dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated March 26, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated March 26, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FTL -5339, issued by Fenestration Testing Laboratory, Inc., dated February 7, 2008, signed and sealed by Michael R. Wenzel, P.E. G. OTHER 1. Notice of Acceptance No. 06- 1201.05, issued to ES Windows, Inc., for their Series 1500 Aluminum Fixed Window — L.M.I., approved on 02/01/07 and expiring on 11/06/08. E -2 Manuel Pe '.E. Product Control finer NOA No. 0:- +417.06 Expiration Date: November 6, 2013 Approval Date: June 5, 2008 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTNNING ALLOWABLE LOADS FROM THOSE SHAPES. SERIES -2500 ALUMINUM FIXED WINDOW APPROVAL APPIJES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED /FIXED OR FIXED WITH OTHER MIAMI -DADE COUNTY APPR'D WINDOWS USING MIAMI -DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. ALSE MUNTINS (SURFACE APPLIED) MAY HE USED DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS ON SHEETS 2 & 3. THIS PRODUCT HAS BEEN DESIGNED AND It.DILO TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 /2007 EDITION INCLUDING HIGH VELOCRY HURRICANE ZONE (HMH2). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS IJSTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET 11-10 REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. TYPICAL ELEVATION THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr: OIL HUMAYOUN FAR000 pLLON:UC7' REVLTED STRUCTURES 18557 us t mplyiugwitbWB¢TINNd6 CA.8. 3838 BnGDai3 Cork ogaovo No tit z o� 3 m a S S 8 B 2 ti drawing no. W03 -57 street 1 of 7 U 5 ■ 1/8' ANN. GLASS _.090" INTERLAYER 'DUPONT BUTACITE PVB' - -1/8" ANN. GLASS SILICONE DOW CORNING 795 ADHESIVE FOAM TAPE .1 1 1111 P440-710 GLASS TYPE 'A' 3/16' ANN. GLASS .090' INTERLAYER 'DUPONT SENTRYGLS PLUS' 3/18' ANN. GLASS 3/18' ANN. GLASS .090' INTERLAYER 'DUPONT BUTACTTE PVT' 3/18' ANN. GLASS SILICONE SILICONE DOW CORNING 795 L 19 00W CORNING 795 GLASS TYPE 'B' ADHESIVE FOAM TAPE r -3/18" HEAT STREN'D. GLASS .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' 3/16' HEAT STREN'D. GI SIUCONE DOW CORNING 795 ADHESIVE FOAM TAPE GLASS TYPE 'C' t i ADHESIVE 1.4.0FOAM TAPE GLASS TYPE 'B1' 3/18" HEAT SIREN17. .090' INTERIAYER 'DUPONT BUTACGE W9' 3/18' HEAT STREN'0. DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHOR TYPES 'A & 'C' ANCHOR TYPES 'B' 5 'C' GLASS TYPE 'A' 01.035 TYPES '11' & 'B1' =A89 TYPES 'C', '01 & 'C2' GIA98 TYPE 'A' GLASS 117E2 'B' & 11"C', GLASS TYPES 'C1 & '02' WIDTH HEIGHT EXT.( +) TNT.( -) EX1.( +) TNT.( -) EXT.( +) 1NT.(-) EXL( +) TNT.( -) EXT.(+) TNT.( -) EXT.( +) TNT.( -) 19 -1/8' 28 -1/2' 37' 48' 53 -1/8' 26' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 700 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 700 80.0 70.0 70.0 70.0 90.0 70.0 80.0 68.5 66.5 88.5 86.5 88.5 885 70.0 70.0 710 90.0 70.0 50.0 88.8 66.5 865 88.5 88.5 88.5 70.0 700 70.0 90.0 70.0 80.0 865 665 885 685 88.5 88.5 70.0 700 700 90.0 700 80.0 19 -1/8" 28 -1/2' 37' or 53 -1/8' 38 -3/8' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 85.2 652 0mo 65.2 70.0 '®"®' 90.0 70.0 80.0 48.7 48.7 46.7 48.7 48.7 48.7 611 68.1 700 900 70.0 80.0 45.0 480 45.0 45.0 45.0 45.0 65.7 617 70.0 90.0 70.0 810 45.0 45.0 45.0 45.0 45.0 45.0 85.7 65.7 700 90.0 70.0 80.0 19 -1 /8' 26 -1/2' 37" 48' 53 -1 /8' 50 -5/8" 70.0 700 700 900 70.0 80.0 70.0 700 70.0 900 70.0 800 852 85.2 652 812 65.2 85.2 70.0 70.0 70.0 60.0 70.0 90.0 48.7 48.7 46.7 48.7 48.7 48.7 68.1 88.1 70.0 900 70.0 80.0 - - 38.0 38.0 38.0 380 - - 700 800 70.0 80.0 - - 34.1 34.1 34.1 34.1 - - 88.4 85.3 19 -1/8" 28 -1/2' 37' 48' 53 -1/8' 56' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.• 810 652 65.2 88.2 852 65.2 662 70.0 70.0 700 900 46.7 48.7 48.7 417 48.7 48.7 88.1 68.1 70.0 80.0 11:111,a '®'®' 38.0 0 - 70.0 910 loifical 632 72.3 - - - 325 32.5 - - 19 -1/8' 26 -1/2' 37' •9' 53 -1 /8" 63' 70.0 70.0 90.0 70.0 80.0 70.0 90.0 700 80.0 852 85.2 98.2 85.2 85.2 652 70.0 70.0 90.0 70.0 800 - - 46.7 417 48.7 48.7 - 70.0 90.0 70.0 90.0 - - - - 38.0 38.0 - - 70.0 80.0 - - - - 32.5 32.5 - - 632 72.3 19 -1/8' 26 -1/2' 37' or 53 -1/8' 70.0 70.0 700 90.0 70.0 80.0 70.0 70.0 70.0 8110 652 652 65.2 65.2 662 852 70.0 70.0 70.0 910 74 -1/4' - - 48.7 46.7 46.7 48.7 - 70.0 70.0 80.0 - - - - °®"®' - - 70.0 80.0 - - - - 315 32.5 - - - - 63.2 723 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM Et300 -02/04 (3 SEC. GUSTS) 5/32' HEAT STREN'D. GLASS .090' INTERLAYER 'DUPONT BUTACITE PVB' 1/4' HEAT STRE411 GLASS SIUCONE SILICONE DOW CORNING 795 Lu DOW CORNING 795 ADHESIVE b TAPE o`er GLASS TYPE '01' ADHESIVE FOAM TAPE GLASS TYPE 'C2' 1. NOTE WIDTH AND LENGTH DIMENSIONS CAN HE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. Engo DR H FAR000 STRUCTURES ETA PE / 18957 GAIL 5938 aNk 0 9 7OP PRODUCE REVISED ms amnpAyln9 w80 Ow amide �fNNo EMte daPradart • 3 t0 4 If 8 Nam 3 Po g fv a c° A a S S - drawing no. W03 -57 sheet 2 o 7 DESIGN LOAD CAPACITY - PSE' DESIGN LOAD CAPACITY - PSE' WINDOW DIMS. ANCHOR TYPES 'A & 'C' ANCHOR TYPES 'B' & 'C' WINDOW DIMS. ANCHOR TYPES 'A' & 'C' ANCHOR TYPES '8' & 'C' GLASS TYPE T GLASS TYPES '8' & 'B1' GLASS TYPES 'C', 'CI & '92' GLASS TYPE 'A' GLASS TYPES 'a' & 'Be GLASS TYPES 'C', '91 & 'C2' GLASS TYPE 'A' GLASS TYPES '8' & 'B1' 01459 TYPES 'C', 'CI & 'C2' CLASS TYPE 'A' GLASS TYPES 'B' & '81' MASS TYPES 'C', 'C1 & 'C2' MOTH HEIGHT EXT.( +) 1NT.( -) EXT.( +) 1NL( -) EXT.( +) 7NL(-) EXT.( +) INT.( -) Exr.( +) TNT.( -) EXT.( +) 1NT.( -) wioTH HEIGHT EXT.(+) INT.( -) EXT.( +) 1NT.( -) EXT.( +) Intr.( -) EXT.( +) TNT.( -) EXT.( +) TNT.( -) EXT.( +) INT.( -) 18" 24' 30' 36' 42' 48" 54' 80' 36' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 18' 24' 30' 38" 108- 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 - - 70.0 72.0 70.0 72.0 - - 70.0 90.0 70.0 89.0 576 57.6 57.6 57.8 57.8 57.6 70.0 70.0 70.0 90.0 70.0 80.0 - - - - 57.6 57.8 - - - - 70.0 80.0 ®' ®' 48.0 ' 48.0 48.0 70.0 70.0 70.0 90.0 70.0 - - - - 48.0 48.0 - - - - 70.0 80.0 48.0 48.0 48.0 48.0 70.0 70.0 90.0 70.0 80.0 18° 24' 30' 38• 120" 58.2 58.2 70.0 90.0 70.0 80.0 56.2 58.2 70.0 90.0 70.0 80.0 48.0 48.0 4B.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 - - 70.0 72.0 70.0 72.0 - - 70.0 90.0 70.0 80.0 48.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 - - - - 57.6 57.8 - - - - 70.0 80.0 48.0 484 48.0 48.0 48.0 48.0 67.3 67.3 70.0 90.0 70.0 80.0 - - - - 48.0 48.0 - - - - 70.8 80.0 18° 24' 30' 38' 42' 48' 54' 60' . 48" 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 57.6 57.8 ; 57.6 57.6 70.0 70.0 "®"®"®' W °i L 48.0 48.0 48.0 48.0 48.0 48.0 70.0 90.0 70.0 80.0 J ,» 41.1 41.1 41.1 41.1 41.1 41.1 60.0 90.0 70.0 80.0 - - 38.0 36.0 38.0 �a - 70.0 80.0 Ecierni 70.0 80.0 wi WP PNPN - - 38.0 36.0 36.0 38.0 - - 70.0 90.0 - - 36.0 38.0 36.0 36.0 - - 70.0 90.0 70.0 80.0 18' 24' 30" 36' 42' 48' 54' 60' 60' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 990 70.0 80.0 NM WIDTH MVO LENGTH DIMENSIONS CAN BE ORIENTED 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 57.8 57.6 57.6 57.6 57.8 70.0 70.0 70.0 70.0 80.0 48.0 484 48.0 48.0 48.0 87.3 67.3 70.0 : • ' 70.0 80.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE - 41.1 41.1 41.1 41.1 - 70.0 90.0 70.0 80.0 - 38.0 38.0 38.0 36.0 - 70.0 90.0 70.0 80.0 - - - 32.0 32.0 - - - 62.2 71.1 - - - - 28.8 28.8 - - - 58.0 64.0 18' 24' 30• 38' 42' 48" • 6' 60' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 90.0 70.0 80.0 57.6 57.6 57.6 57.6 57.8 57.8 64.2 70.0 90.0 70.0 80.0 - - 48.0 48.0 48.0 48.0 - 70.0 90.0 70.0 80.0 41.1 - - - 70.0'®' •'' 80.0 0� '' • " - - - - - 32.0 32.0 - - - 62.2 l, 8' �Et CI g - - 28.8 28.8 - - - - 56.0 6 84.0 .0 18' 24' 30' 36' 42' 48• 84' 70.0 . • 70.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 72.0 _ 70.0 _ 72.0 70.0 70.0 70.0 90.0 70.0 80.0 - - 57.8 57.6 57.8 57.6 - - 70.0 90.0 70.0 80.0 - - - - 48.0 48.0 - - -- - 70.0 80.0 - - - - 41.1 41.1 - - - - 70.0 80.0 - - - 38.0 38.0 - - - - 70.0 80.0 18' 24' 30' 38' 42' 48' �, 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 720 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 .d 8 wa(R ° $ 8' ° - - 57.6 57.8 57.6 57.8 - - 70.0 90.0 70.0 80.0 - - - - 48.0 48.0 - _ - - 704 80.0 U C < m o o - - - - 41.1 41.1 - - - - 70.0 80.0 - - - - 38.0 38.0 - - - - 70.0 60.0 :--. ;i3 $ i .41 .�,� .-- h 8 ..-- -Z �, .. 1 0 . 18' 24" 30" 38' 42" 96" 70.0 70.0 70.0 90.0 70.0 804 70.0 70.0 70.0 90.0 70.0 80.0 - - 70.0 72.0 70.0 72A - - 70.0 90.0 70.0 80.0 Engr. OR Hl)NA'um, MOW FIAT RUCTU9R 7 CAfi .:1PF1 � � 7pQ�( PRODUCT 11EVISED 9 somN9ie8 nHh the Fm3Ala BuidaD Cede NO A: 0-• •06 Fr.,. ;,.�.�« Dat9. �7ile� "1C .�' M4P t .,..:+ " - - 57.6 57.8 57.8 57.6 - - 704 90.0 70.0 804 - - - - 48.0 48.0 - - - - 70.0 804 - - - - 41.1 41.1 - - - - 70.0 80.0 drawing no' W03 -57 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS). (sheet 3of 7 TYPICAL ELEV. ANCHORS_ SEE EL. FOR SPACING 1BY METAL WOOD BUCK STRUCTURE TYPICAL ANCHORS rSEE ELE'S. FOR SPACING MIAMI —DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A "- 3/16" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 3/16" TEKS OR SELF DRILUNG SCREWS (GRADE_5 CRS) TYPICAL ANCHORS INTO METAL STRUCTURES SEE ELEVS. FOR SPACING STEEL : 12 GA. MIN. (Fy = 38 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (6083 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE B'- 1 /4" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE WOOD THRU 1 B BUCKS INTO CONC. OR MASON 4° MIN. EMBED INTO CONC. OR MASO DIRECTLY INT 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 38 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (6083 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED, TYPE 'C'- 4/10 5MS OR SELF DRILLING SCREWS INTO DADE COUNTY APPROVED MUWONS (NO SHIM SPACE) ANCHOR EDGE DISTANCJES; INTO CONCRETE AND MASONRY = 1 -3/8° MIN. INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE = 1/2° MIN. SEALANT; AU. JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUM COLOR SILICONE. Fa .:a'T r' s • :••., p-1 ..11P1, ......... head*, ("ae tRtjISace Ne Oat® i VP b o a 8 << r, gs 1 drawing no. W03 -57 shay¢aT) 00EN PART # QUANTITY DESCRIPTION 9455818E MAN F. /BUPPLffiR /RBMARTS 1 859001 4 WINDOW FRAME 6083 -75 2 E22000 -8 OPTIONAL GLAZING STOP 6083 -T6 - 3 E55002 4 FRAME COVER (OPTIONAL) 8083 -T5 - 4 #8 2 1' AS REQO. ASSEMBLY SCREWS CRS PH SMS 5 - 2/ LTE SETTING BLOCK NEOPRENE 7/I6' 11 3/16' 5 3 -1/2' LONG 8 ES2000 -10 OPTIONAL OIAThO GASKET' SOFT PVC - 7 61505 - FLUSH FRAME *084085 6083 -T5 OPTIONAL 1/4° 5519• WOOD BUCK STRUCNRI TYPICAL ANCHORS `SEE ELEV. FOR SPACING EXTERIOR TYPICAL ANCHORS SEE ELEV. FOR SPACING D.L OPG. IYYPICAI. ANCHORS SEE ELEV. FOR SPACING 8 2 08 qa$T$ ora -a 8 a►'17.- 41 520IM 2330 --1 { .621 r. 7W 1.000 np I p 1 nll 1 II 560 .813 j-7 lIL 1.134 -� FRAME .062 -.-I .147 GLAZING STOP (OPTIONAL) -1 .733 _Jr .877 .537 1 __y. .045 i .686 L FRAME COVER (OPTIONAL) .328 543 3-7-1 .290 BULB VINYL (OPTIONAL) .770 2.180— .082 Vim-- 2.288 --i� FLUSH FRAME ADAPTER 0.142 1.788 .125 ALUM CORNER LOCK (6x83 -15) TYPICAL ANCHORS SEE ELEVS. FOR SPACING ALT. Errgr. 08. HUNAYOUN FAR000 STRUCTURES FLA.cANPE. 16557 A.&DDUCT REVISF.D m complying alth the Florida GeYdisRCodele An 0 9 20011 E.S. WINDOWS 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 TEL (305) 640-9857 PAK. (305) 593 -2074 J c� "g S drawing no. W03 -57 (mast bar 7 W/ (2 SKEWS AT LEG ALUM STRAP rW/ (4) SCREWS AT STRAP ALUM STRAP W/ AT anSCRIBYS STRAP RECT. OR SQUARE WINDOWS RECT. OR SQUARE WINDOWS CIRCULAR WINDOWS drawing no. W03 -57 aYu 0 1 1000 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E.S. Windows, LLC 10653 NE Qnaybridge Ct. Miami, FL33138 SCOPE: M A II -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including . luding High Ve • �, a of the FI. . DES ' '' ON: Series "3000" Aluminum Outswing French Doors w / wo Sidelites APPROVAL DO = - ch Doors (L.MI)" sheets 1 through 7 of 7, prepared by Al Faz Co l ' y ooq rporation, dated 06 -10-04 and last revised on Sep 28, 2007, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Limitation :l. Door installation require total four (4) flush bolts for double doors & two(2) for single doors LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 04-0712.02 consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 07-0828.09 Expiration Date: September 16, 2009 Approval Date: October 25, 2007 Page 1 E.S. Windows. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 04- 0712.02) 1. Manufacturer's die drawings and sections. 2. Drawing No. W04.51, titled "series -3000 Alum Outswing French Doors (LMI)", sheets 1 through 7 of 7, prepared by Al- Farooq Corporation, dated 06 -10 -04 and last revised on Sep 28, 2007, signed and sealed by Dr. Humayoun Farooq, P.E. (Note: the revision consists of an additional glazing & hi -bottom rail options) B. TESTS (transferred from file # 04- 0712.02) 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) Small Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawing and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Inc., No. FTL -3947 & FTL -3955, dated 02/04/04, both signed and sealed by Edmundo J. Largaespada, P.E. 2. Additional test report: Test report No. FTL -5164 per TAS 201/203 -94, issued by Fenestration Testing Laboratory, Inc, dated 08/01/07, signed & sealed by Carlos S. Roinda, P. E. C. CALCULATIONS (transferred from file # 04-0712.02) 1. Anchor, verification calculations and structural analysis, prepared by Al Farooq Corporation, dated 04/09/07 signed and sealed by Dr. Humayoun Farooq, P.E. 2. Glazing complies w/ ASTME- 1300-02 D. QUALITY ASSURANCE BY: 1. Miami-Dade County Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.05- 1208.02 issued to E.I. DuPont DeNemours for "Butacite PVB Interlayer", expiring on 12 -11 -2010 2. Notice of Acceptance No.06- 1205.10 issued to E.I. DuPont DeNemours for "SentryGlas Plus ", expiring on 01 -14 -2008. F. STATEMENTS 1. Addendum letter dated September xx, 2007, issued by Fenestration testing lab, signed & sealed by Carlos S. Roinda, P. E. 2. Statement letter of conformance and "No financial interest ", dated 06/11/07, signed and sealed by Dr. Humayoun Farooq, P E. 3. Laboratory compliance statements, part of the above referenced test reports. G. OTHER 1. This NOA revises NOA # 04- 0712.02, expiring September 16, 2009. 2. Test proposal approved by BCCO dated 02/06/06 & 07/31/07. E -1 lckt,,4 (. LL444.L. Aug L Chanda, P.E. Product Control Examiner NOA No 07 -0828.09 Expiration Date: September 16, 2009 Approval Date: October 25, 2007 ADDL ANCHORS REOD. INTO OR THRU WOOD BUCK INSTALLATIONS ONLY 6' MAIL TYP. HEAD /SILL CORNERS 34 S /8' 144' FRAME WIDTH 68 3/4" HEAD & SILL I"I FRAME HEAD & 561 12' 34 5/8' FR HEAD & SAL 0 / ADDL ANCHORS REQD. INTO OR THRU WOOD BUCK INSTALLATIONS ONLY SURFACE APPLIED • FALSE MUNTINS MAY BE USED 30 1/4' D.L OPO. 34 1/4' 26 1 /16' DL OPO. 34 11/16" PANEL WIDTH LEAF WIDTH SERIES -30QQ ALUM (=SWING FRENCH DOOR THESE PRODUCTS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE 140 SHUTTERS. APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITIES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN 014 DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN 'THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS S USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WMTH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. 12' ( OXXO ) 30 I/4' D.L. OPG. 34 1/4' PANEL WIDTH 6- MAX. TYP. HEAD /SILL CORNETS 71 3/4' FRAME WIDTH 68 3/4' FRAME HEAD & 12' MAX. .1 4 u TYPICAL ELEVATION$ TESTED UNITS 26 1/18' DL OPO. 12' NOTE FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF AND EXPOSED ON ACTIVE LEAF SEE DETAIL G ON SHEET 5. PRODUCT REVISED asanpFiying with the Fiwida 13.1460, d man- 0026`a% Millration 1 �Dd0 T10Y1n, Coated rtc drawing no. W04 -51, (sheet 1 of 7 ) ( x ) HEIGHTS: WISE OPG. STANDARD HI-PROM N01MINN. HEIGHT FRAME HEIGHT LEAF HEIGHT BOTTOM 9811. 8O T01M RAIL 8/8 79 -3/4' 77 -1/4" 69 -1/16' 85 -5/18' 8/0 95 -3/4' 93 -1/4' 85 -1/16' 81 -5 /16' WIDTHS: NOM04AL WIDTH FRAME WIDTH LEAF TAM DAYUTE 01'0. 2/6 (X) 31 -1/2' 28- 11/16' 20 -1/18" 3/0 (X) 37 -1/2' 34- 11/18' 28 -1/18' 8/0 (2x) 59 -3/4' 28- 11/16" 20 -1/18 8/0 (xx) 71 -3/4' 34- 11/18' 26 -1/16' (0) DESIGN LOAD CAPACITY - PSF STATIONARY PANEL (0) FRAME =TN ¢O:MFS FRAME HEIGHT P0. /114. GUS° TYPE 'A' 'B'. 'C' OR b' ExT. ( +) INT. ( -) 38 8/0 70.0 80.0 .19 7/0 70.0 80.0 42 6/8 WIDTHS: NOM04AL WIDTH FRAME WIDTH LEAF TAM DAYUTE 01'0. 2/6 (X) 31 -1/2' 28- 11/16' 20 -1/18" 3/0 (X) 37 -1/2' 34- 11/18' 28 -1/18' 8/0 (2x) 59 -3/4' 28- 11/16" 20 -1/18 8/0 (xx) 71 -3/4' 34- 11/18' 26 -1/16' (0) DESIGN LOAD CAPACITY - PSF STATIONARY PANEL (0) FRAME =TN ¢O:MFS FRAME HEIGHT P0. /114. GUS° TYPE 'A' 'B'. 'C' OR b' ExT. ( +) INT. ( -) 38 8/0 70.0 80.0 .19 7/0 70.0 80.0 42 6/8 70.0 80.0 80.0 (0) DESIGN LOAD CAPACITY - PSF STATIONARY PANEL (0) FRAME =TN ¢O:MFS FRAME HEIGHT P0. /114. GUS° TYPE 'A' 'B'. 'C' OR b' ExT. ( +) INT. ( -) 38 8/0 70.0 80.0 .19 7/0 70.0 80.0 42 6/8 70.0 80.0 DESIGN LOAD CAPACITY - PSF SINGLE OR DOUBLE LEAF DOORS WITH SIDEDTES SIOEUfE pOTH INCHES F9ANE maw FT./IN. GLASS TYPE A. B. 'C' OR 'D' UNREINFORCED MULLION REINFORCED MULLION at ( +) - INT. ( -) - ExT. ( +) 'NT. ( -) 24 27 30 33 38 39 42 8/8 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 24 27 30 33 38 39 7/0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 18 21 24 27 30 33 38 8/0 70.0 78.9 70.0 80.0 70.0 74.8 70.0 80.0 70.0 71.1 70.0 80.0 879 879 70.0 80.0 85.0 65.0 70.0 80.0 82.4 82.4 70.0 78.9 83.1 60.1 70.0 78.0 NOTE FOR DOORS WITH SIDEUTES USE SIOELITE RATING TO QUALIFY DOOR & SIDELITES. SEE SHEET 4 FOR GLASS TYPES DESCRIPTION. C [ / 11; \ 4 \\ (80) (OX) 0._ 0- ss; �i Tc" / / re„,__ / '� \ \ \ /� __-- \ \\a- • $ \ • di / / / / 1Cr ..fir 1 .>t -,. SIDEUTE WIDTH ODOR 1310TH n OVERALL UNIT WIDTH (OUW) / (80) (OX) 0._ 0- ss; �i Tc" / / re„,__ / '� \ \ \ /� __-- \ \\a- • $ \ • di / / / / PRODUCT REYYIS9D as II BSS IFNI M FlmLa IWO; Cods Asa p1 raN!'e7_ 2l.of RALArados DateZegj4.3407 1 �qBaslaO revision *1 RI! / r(I 1Cr ..fir 1 .>t -,. SIDEUTE WIDTH ODOR 1310TH n OVERALL UNIT WIDTH (OUW) SIDEUTE WIDTH OUW - DOOR WIDTH ......_4____ I); \ \ P T \ ( 080 ) \ / \ / , \ / \ / ( 080 ) ( 02*0 ) NOTE: GLASS CAPACRIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -218 Engr: DR. 10U192054 FAR000 STRUCTURES Fr C N, 1512 so P 2 8 2007 VI( z F� a 8 Y'. w •1 Asa sad oalio t8 g � n z• $ aRE 3z�^ 1 1 drawing no.' W04 -51 Sheet 2of 7 j \ / \ / , \ / \ / ( 02*0 ) NOTE: GLASS CAPACRIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -218 Engr: DR. 10U192054 FAR000 STRUCTURES Fr C N, 1512 so P 2 8 2007 VI( z F� a 8 Y'. w •1 Asa sad oalio t8 g � n z• $ aRE 3z�^ 1 1 drawing no.' W04 -51 Sheet 2of 7 j ITPICAL ANCHORS SEE ELEV. FOR SPAM* 3/16 X 1-1/244 WEEP SLOT 2/ SILL AT XX 000RS 1/ SILL AT X DOORS STATIONARY UNITS OPERABLE UNITS SEP 2 8 2007 (shoot 301 7 ) MIAMI —DADE Carom APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA GLASS TYPE GLASS TYPE 'B' GLASS TYPE 'C' GLAZING OPTIONS GLASS TYPE 'D' WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4' TAPCONS BY ELCQ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3 8° MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY DI 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY f14 SMS OR SELF DRILLING SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 38 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 114 SMS OR SELF DRILLING SCREWS INTO DADE COUNTY APPROVED MULLIONS (MIN. THK. a .090' (NO SHIM SPACE) TOECALIDALSIISIANCE INTO CONCRETE AND MASONRY = 2 -1/2' MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 5/8° MIN. SEALANTS: ALL JOWTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUMINUM COLORED SILICONE. Eno ON. UW OM COO FAR RA. PE / 16967 CAM. 39}8 SEP 28 2007 PROSUCT AMIVEMID as wibtheawida aspfratios paw Miami liDnq 4 C • 5 . Mmmi Ehdarro'6rny Control Division I1 8 E A ; 4 • 1 '-1 drawing no. W04 -51 Lotloot 4 of 73 1/4' MAX. 110 X 3/4' SINS O r FROM ENDS & 14' 0.C. MAX. F OREINFORCED MULLION SEE CHART ON SHE 2 INTERIOR EXPOSED FLUSH BOLTS AT 10' FROM EACH END CONCEALED FLUSH BOLTS AT 10' FROM EACH END D.L. OPG. SIDEUTE PANEL WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING FRAME WIDTH .98" X 2' X .98' X 1 8' FULL. LENGTH SR. (STEER. TO BE PAINTED OR PLATED) DL OPG. EXTERIOR ( OXXO ) TYPICAL ANCHORS SEE ELEV. FOR SPACING (FLUSH BOLTS AT ACTIVE AND INACTIVE LEAFS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARRING) UNREINFORCED MULLION H \LI/ SEE CHART ON arr. 2 OPTIONAL TRIM 1/4' MAX. MULLION REINFORCING CHANNEL .98' X 2' X .98' X 1/8' FULL LENGTH (STEEL TO BE PAINTED OR PUTTED) ORENFORCED OUL110N L SEE CHART ON SR. 2 ig u. c _ METAL STRUCTURE IBY WOOD BUCK LEAF WDAH FRAME WIDTH EXTERIOR (X) PRODUCT REVISOR empligyleg 01,8 w Amaolimee MOM n� o7 -o�Zk o9 P 2 8 2007 rdrawing no. W04 -51 sheet $ oT 7 �b 1, ® 1N- dCTIVE LEAF —_I, �' (����,,,� L- .ate .,-. {I� p I �` �'�'J *, d • l� ( }Ili . :�� _� _ _ -.r ,1 . A16111111.- �ti _ ril .ate D.L. OPG. SIDEUTE PANEL WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING FRAME WIDTH .98" X 2' X .98' X 1 8' FULL. LENGTH SR. (STEER. TO BE PAINTED OR PLATED) DL OPG. EXTERIOR ( OXXO ) TYPICAL ANCHORS SEE ELEV. FOR SPACING (FLUSH BOLTS AT ACTIVE AND INACTIVE LEAFS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARRING) UNREINFORCED MULLION H \LI/ SEE CHART ON arr. 2 OPTIONAL TRIM 1/4' MAX. MULLION REINFORCING CHANNEL .98' X 2' X .98' X 1/8' FULL LENGTH (STEEL TO BE PAINTED OR PUTTED) ORENFORCED OUL110N L SEE CHART ON SR. 2 ig u. c _ METAL STRUCTURE IBY WOOD BUCK LEAF WDAH FRAME WIDTH EXTERIOR (X) PRODUCT REVISOR empligyleg 01,8 w Amaolimee MOM n� o7 -o�Zk o9 P 2 8 2007 rdrawing no. W04 -51 sheet $ oT 7 % -2.016- 00 FRAME HEAD /JAMB .225 .105i 31 WEDGE GASKET (SCQE 11) 1.808 6 .090( I 1 500 WEATHERSTRIP ADAPTER 3.350 .078 .395 2.874 i ® SHEAR PLATE 4.000 1.750 3.500 .913 590 ® TOP /BOTTOM RAIL f 000 �^- .800 4 .045 4 852 Q JAMB TRIM (OPTIONAL) FRAME SILL 1.112 250 1.531 PANEL CLAMP 1 -�jt 145 p- 1 .473 27 27 SILL COVER SIDE LITE STILE 2325— 0.378 .888 + } 0.312 + .668 M- -2.125 2.� r 0 0 0 0 2.0190 0 0 3 3 PIECE HINGE 3.375 ITEM 0 PAST 9 QUANTITY DESCRIPTION MATERIAL NAND. /SUPPLIERfl8 MONKS t ES3001 -1 1 FRAME HEAD 6063 -16 - 2 093001 -2 2 ODOR FRAME JAWS 6093 -T8 - 3 ES3002 -1 1 DOOR FRAME SILL 6083 -T5 - 4 E53003 -1 AS RECD. SIDEUTE ADAPTER 8083 -18 - 5 093004 AS REM. SHEAR PLATE • ANCHOR LOCATIONS 6063-TB 3' L0N0 8 ES3005 -1 2/ LEAF TOP AND BOTTOM RAIL 8083 -75 - 8A ES3024 2/ LEAF HI- PROFILE BOTTOM RIO. 6063 -T5 - 7 053008 -1 1/ LEAF 0008 LEAF 4008 - HINGE SIDE 6083 -15 r - 8 033007 -1 1/ LEAF 0008 LEAF - LOCK SIDE 6063 -18 - 9 03007 -2 1/ LEAF DOOR LEAF - KEEPER SIDE 60083 -16 - 10 093008 -1 AS RECD. =SLUE SRLE 6053 -T8 - • 11 F8- 1202 -914 2/ LEAF EXPOSED FLUSH BOLT 93(51. SULLNAN & ASSOCIATES 12 FB- 1202 - 914 2/ LEAF CONCEALED FLUSH BOLT STEEL SULLIVAN & ASSOCIATES 13 053011 AS RECD. JAMB TRIM 6063 -18 OPTIONAL 14 ES3012 1 50.L COVER 8063 -16 - 15 033013 2/ LEAF WEATHERSTRIP ADAPTER 6083 -15 - 18 053014 -1 4/ PANEL PANEL CLAMP 8083 -18 - 17 053003 -3 3/ OPEFL LEAF HINGE ASSEMBLY 6063 -78 - t9 - - DOOR LOCK (SAVANNAH 201St.) - YALE 20 - - DEAD BOLT LOCK (PREMIER) - YALE 21 W22321110 AS RECO. RN-SEAL PILE W'STR1PPW0 - UL1RAFA8 22 053020 AS RECD. BULB WEATHERSTRIPPING WJYL AT 89)A1TE PANELS 23 - 1/ HINGE HINGE REINFORCING BAR ALUMINUM I- 1/47(1/87(4 -1/4' LONG 24 - AS REGD. HINGE RE1NFORCI140 BAR ALUMINUM t /B' TICK. 04 7 -7/6' LC= 25 - 2/ LEAF 3/8' CIA THREADED ROD W/ NUTS STEEL. 26 - AS RECD. FRAME ASSY. SCREWS - /10 PAN HEAD SAS 27 - AS RECD. MULLION REINFORCING CHANNEL A38 STEEL - 28 034014 AS RECD. BOTTOM RAIL CLASS STOP NEOPRENE - 28 ES4019 AS RECD. PANEL SILICONE STOP NEOPRENE - 30 AS RE00. 3/8' 4110. K 1/8" HT. BUMPER SIUCONE FRANK LOWE RUBBER CO. 31 ES4013 AS RECD. WEDGE GASKET - - 32 053022 2/ STILE FLUSH BOLT BRACKET 6083 -15 - 33 - 2/ MT. BRACKET INSTALLATION SCREWS - /10 K 1• FH 6MS 34 0/LON AS RECD. DOOR PANEL WS-TRIPPING - SCHIEGEL .125 MUWON REINF. CHANNEL HINGE STILE 00 LOCK STILE /KEEPER STILE 04 SIDELITE ADAPTER 7.250 .913 F=- -1.750 ® HI- PROFILE BOTTOM RAIL 7.750 Enor DR. NUM0'05N I'AN000 SIRUCTURES FLA. PE it51388557 14; SEP 2 8 2007 PILBDUCF REVISIID itiNkg with the Florida SalCode B o no fl8.a9 a1 J k4. 1. C44,61. NNW Niigata Control Division r z e1 1 ti 4 drawing no. W04 -51 eet 6 of 7 ) FRAME TOP CORNER FRAME BOTTOM CORNER DOOR LEAF CORNER Toga aR. ; UN PROPCS MAPEN. 8987 SEP 2 8 2007 MOP= Ramp ='tt* tie Radda Aotaptaase Hn 2.� d aspiration Pat naL Ra9oa Coning oMlttun 8 drawing no.' W04 -51 1 (street Tat 7 Ji MIAMI -DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA R. C. Aluminum Industries, Inc. 2805 N. W. 75th Ave. Miami, FL 33122 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTI eries "ML 100" Aluminum Tube Mullion — L APPROVAL DOCUMENT: Drawm ± _ ls'ons ", sheets 1 through 7 of 7, dated 05/02/04 with revision "C" dated 09/22/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and cha1l be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 06- 1130.03 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. "Aluminum Tube M Iry - ' e coup APPROVED' NOA No. 09 -0128.14 Expiration Date: August 19, 2014 Approval Date: April 08, 2009 Page 1 R. C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M04 -05, titled "Aluminum Tube Mullions ", sheets 1 through 7 of 7, dated 05/02/04 with revision "C" dated 09/22/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of aluminum single hung windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FFL -4024, dated January 14, 2004, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #04- 0608.05) 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) Large Missile Impact Test per FBC, TAS 201 -94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with installation diagram of aluminum fixed and casement windows mulled together, prepared by Hurricane Engineering & Testing Inc., Test Report No. H.ETI -03 -1346, dated September 16, 2003, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under previous NOA #04- 0608.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 09/24/08, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None E -1 Manuel Per Product Control E NOA No. 09 Expiration Date: August 19, 2014 Approval Date: April 08, 2009 R. C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of compliance, dated September 16, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated October 06, 2006, signed and sealed by Humayoun Farooq, P.E. (Submitted under previous NOA #06- 1130.03) G. OTHERS 1. Notice of Acceptance No. 06- 1130.03, issued to R. C. Aluminum Industries, Inc. for their Series "Series "ML 100" Alumnum Tube Mullion — L.M.I.", approved on 04/05/07 and expiring on 08/19/09. Manuel erez Product Control Ex NOA No. 09-0 Expiration Date: August 19, 2014 Approval Date: April 08, 2009 E -2 TYPICAL I-WINDOW FRAME 4.000 6.000 MUWON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI —DADE COUNTY APPROVED IMPACT AND NON — IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MUWON PROPERTIES ONLY NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDMON INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPUCABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO. TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LASTED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MELT THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1, DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP .i USE CONNECTION TO MUWON AS PER PRODUCT APPROVAL USING CHARTS ON SHEET 3 SELECT MUWON SIZE WITH .SBEIP_4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP I ABOVE USING ANCHOR TYPES ON SHEET 5 THRU 7 AND ANCHOR CHARTS MEL5 ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPEWED IN STEP I ABOVE IYPICAI GLAZING PRODUCT MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE ! 18557 CAN. 3535 SEP 25 2008 PRODUCT RE... . '1 as coarrdyins with Um thmialo Radios Coda Asaapizne No BapiostianDats Z gz O�� 0. Co og p��Wf4 gaga oamrc m 00,1 ,111 ALUMINUM TUBE MULLIONS MUWON \M04 -05RC; w O c° jg7 .4 1 15 15 9 drawing no. M04 -05 (sheet 1 of 7 1 X 3 STD. MULLION 6063 -T6 4.000 1 -3/4' MIN. FOR 3' TUBES 2 -3/4' MIN. ALL OTHERS ANGLE CLIP 6083 -T6 F1.003:11 ,-125 / 1 X 4 STD. MULLION 6063 -T6 4200 p— 2.666 .125 2 X 4 STD, MULLION 8083 -T6 a � 1 -1/2 X 4 -1/2 CUSTOM MULLION 8063 -T6 r2.666-- 125 2 X 6 STD. MULLION 6083 -T8 °-125 �2.000� r.256 2 X 6 HEAVY MULLION 6083 -T6 –250 5.500 MULLION CLIP 6063 -T6 MULLION CLIP 6063 -T6 ALUMINUM TUBE MUWONS 0 a 0 .5 9 O d 2 �YhOV tl drawing no. M04 -05 sheet 2 of 7 DESIGN LOAD CAPACITY - PSP (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSP (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULIIONS) WINDOW DIMS. W OTH (W) MULL SPAN 1 X 3 STD. 1 X 4 STD. 2 X 4 STD. 1 -1/2 X 4 -1/2 CUSTOM 2 X 6 STD. 2 X 8 HEAVY WINDOW DIMS. WIDTH (W) MULL SPAN 1 X 3 STD. 1 X 4 STD. 2 X 4 STD. 1 -1/2 X 4 -1/2 CUSTOM 2 X 6 STD. 2 X 8 HEAVY WINDOW DIMS. WIDTH (W) MULL SPAN 1-1/2 4-1/2 CUSTOM HEAVY 19 -1/8' 26 -1/2° 30' 37" 42" 46" 54° 60" 68" 72° 38 -3/8" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 137.8 150.0 150.0 150.0 150.0 150.0 124.0 150.0 150.0 150.0 150.0 150.0 112.7 150.0 150.0 150.0 150.0 150.0 103.3 150.0 150.0 150.0 150.0 150.0 19 -1/8° 28 -1/2' 30" 37- 42" 48" 54" 60" 88° 72" 74 -1/4" 74.6 150.0 150.0 150.0 150.0 150.0 53.8 115.4 150.0 150.0 150.0 150.0 47.5 101.9 148.9 150.0 150.0 150.0 38.5 82.6 120.7 150.0 150.0 150.0 33.9 72.8 108.4 150.0 150.0 150.0 29.7 63.7 93.1 150.0 150.0 150.0 26.4 58.6 82.7 150.0 150.0 150.0 23.8 51.0 74.4 150.0 144.1 150.0 21.8 46.3 67.7 136.7 131.0 150.0 42.5 62.0 125.3 120.1 150.0 42" 72" 55.3 150.0 27.3 39.9 111.0 150.0 24.1 35.3 98.1 150.0 28.6 84.0 79.5 25.2 58.4 128.7 22.0 49.3 61.3 112.6 43.8 54.5 39.5 49.0 90.1 35.9 81.9 32.6 40.9 19 -1/8' 26 -1/2" 30° 37° 42" 48' 54° 60" 68" 72" 50 -5/8° 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 142.5 115.5 101.8 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 89.1 143.1 150.0 150.0 150.0 150.0 79.2 127.2 150.0 150.0 150.0 150.0 71.2 114.5 150.0 150.0 150.0 150.0 64.8 104.1 150.0 150.0 150.0 150.0 59.4 95.4 139.3 150.0 150.0 150.0 19 -1/8" 26 -1/2" 30' 37" 42° 48' 54' 60° 88" 72" 84° 51.5 110.4 150.0 150.0 150.0 150.0 37.2 79.7 116.4 150.0 150.0 150.0 32.8 70.4 102.8 150.0 150.0 150.0 26.6 57.1 83.4 150.0 150.0 150.0 23.4 50.3 73.5 150.0 150.0 150.0 20.5 44.0 64.3 143.8 140.8 150.0 39.1 57.1 127.8 125.1 150.0 35.2 51.4 115.0 112.6 150.0 32.0 46.7 104.9 102.4 150.0 29.3 42.8 95.9 93.8 150.0 19-1/8" 54" 60" 72" 28.5 41.6 93.0 115.6 150.0 20.5 30.0 150.0 26.5 59.3 73.7 135.4 21.5 48.1 59.8 109.8 42.4 40.9 75.2 29.8 38.8 27.0 33.5 81.5 24.7 30.7 19 -1/8" 26 -1/2" 30' 37° 42" 48" 54" 80" 86" 72" 60" 141.3 150.0 150.0 150.0 150.0 150.0 102.0 150.0 150.0 150.0 150.0 90.1r 150.0 150.0 150.0 150.0 73.0 132.2 150.0 150.0 150.0 150.0 84.3 116.5 150.0 150.0 150.0 150.0 56.3 101.9 148.8 150.0 150.0 150.0 50.0 90.6 132.3 150.0 150.0 150.0 45.0 81.5 119.0 150.0 150.0 150.0 40.9 74.1 108.2 150.0 150.0 150.0 37.5 87.8 992 150.0 150.0 150.0 19 -1/8" 26 -1/2° 30' 37" 42" 48' 54' 80° 66' 72" 96" 34.5 74.0 108.1 150.0 150.0 150.0 24.9 53.4 78.0 150.0 150.0 150.0 22.0 47.2 68.9 150.0 150.0 150.0 38.2 55.9 125.0 139.8 150.0 33.7 49.2 110.1 1232 150.0 29.5 431 96.3 107.8 150.0 26.2 38.3 65.6 95.8 23.8 34.4 77.1 88.2 150.0 21.4 31.3 70.1 78.4 144.0 28.7 64.2 71.8 132.0 19-1/8" 26-1/2" 42" 60" 21.9 32.0 23.1 51.7 64.3 118.0 20.4 45.7 58.8 104.3 37.0 46.0 32.6 40.5 74.5 28.5 35.5 25.4 31.5 57.9 22.8 28.4 52.1 20.8 47.4 23.7 19 -1/8" 28 -1/2' 30' 37" 42" 48° 54" 60' 68" 72" 83° 122.1 150.0 150.0 150.0 150.0 150.0 88.1 150.0 150.0 150.0 150.0 150.0 77.8 147.9 150.0 150.0 150.0 150.0 63.1 119.9 150.0 150.0 150.0 150.0 55.8 105.8 150.0 150.0 150.0 150.0 48.6 92.4 135.0 150.0 150.0 150.0 43.2 82.2 120.0 150.0 150.0 150.0 38.9 73.9 108.0 150.0 150.0 150.0 35.4 67.2 98.2 150.0 150.0 150.0 32.4 61.6 90.0 150.0 150.0 150.0 19 -1/8' 28 -1/2' 30" 37° 42" 48" 54' 80" 88° 72' 108" 24.2 51.9 75.9 150.0 150.0 150.0 37.5 54.8 122.6 150.0 150.0 33.1 48.4 108.3 134.5 150.0 26.9 39.2 87.8 109.1 150.0 23.7 34.8 77.3 98.1 150.0 20.7 30.2 67.7 54.1 150.0 28.9 80.1 74.7 137.3 24.2 54.1 67.3 123.6 22.0 49.2 61.2 112.3 20.2 45.1 58.1 NOTE: MUWONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS ARCHES TO BE INSCRIBED RECTANOU1AR SHAPE 2 STRUCTURES PIA PE 19557 SEP 2 5 2008 HORIZONTAL MULLION i7 PRODUCT A \ Y °-- MMULUON z o GLAZING PRODUCT GLAZING PRODUCT A 2 STRUCTURES PIA PE 19557 SEP 2 5 2008 HORIZONTAL MULLION i7 PRODUCT A \ Y 3 G PRODUCT GLAZING PRODUCT g MULLION SPAN 0 lit ALUMINUM TUBE MULLIONS ci 0 9 • drawing no. M04-05 (sheet 3 of 7 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DDIS. ANCHORS TYPE WIDTH (9) MULL SPAN A2 A4 AA2 AA4 02 B4 61081 (W) MULL SPAN A2 A4 AA2 AA4 62 B4 19 -1/8' 28 -1/2° 30° 37' 42° 48' 54° 80' 66' 72" 19 -1/8' 28 -1/2' 30° 37' 42° 48' 54° 80' 68' 72' 38 -3/8' 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 135.1 150.0 150.0 150.0 150.0 150.0 118.2 150.0 150.0 150.0 149.8 150.0 105.1 150.0 150.0 150.0 133.1 150.0 94.8 150.0 145.1 150.0 119.8 150.0 86.0 150.0 131.9 150.0 108.9 150.0 78.8 150.0 120.9 150.0 99.9 150.0 19 -1/8' 26 -1/2° 30' 37' 42' 48' 54' 80' 66' 72' 74 -1/4' 150.0 150.0 150.0 150.0 150.0 150.0 110.7 150.0 150.0 150.0 140.2 150.0 97.7 150.0 150.0 150.0 123.9 150.0 79.3 150.0 121.6 150.0 100.4 150.0 69.8 139.6 107.1 150.0 86.5 150.0 61.1 122.2 93.7 150.0 77.4 150.0 54.3 108.6 83.3 150.0 68.8 137.8 48.9 87.7 75.0 150.0 61.9 123.9 44.4 88.9 682 136.3 58.3 112.8 40.7 81.5 62.5 125.0 51.6 103.2 WIDTH (W) 19-1/8' 28-1/2' 30' 48' Kr 72' MULL SPAN AZ AAZ 120' 150.0 120.2 150.0 68.5 138.9 105.1 150.0 150.0 92.8 150.0 150.0 49.0 98.1 75.2 150.0 62.1 124.3 43.2 66.3 132.8 37.8 75.6 58.0 47.9 95.8 33.8 87.2 103.1 42.6 85.2 30.2 80.5 92.8 27.5 55.0 42.2 84.4 34.8 25.2 50.4 77.3 19 -1/8° 28 -1/2' 50 -5/8' 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 143.4 118.2 102.4 89.8 150.0 50.0 .0 150.0 150.0 150.0 137.5 150.0 150.0 150.0 150.0 150.0 147.3 129.8 113.5 150.0 150.0 150.0 150.0 79.8 150.0 122.2 150.0 100.9 150.0 71.7 143.4 110.0 150.0 90.8 150.0 85.2 130.3 100.0 150.0 82.8 150,0 59.7 119.5 91.7 150.0 75.7 150.0 19 -1/8' 26 -1/2' 30' 37" 42' Mr 54' 60' 68' 72' 84' 135.5 150.0 150.0 150.0 150.0 150.0 97.8 150.0 150.0 150.0 123.9 150.0 88.4 150.0 132.8 150.0 109.5 150.0 70.1 140.1 107.5 150.0 88.8 150.0 61.7 123.4 94.7 150.0 78.2 150.0 54.0 108.0 82.8 150.0 88.4 138.9 48.0 98.0 73.7 147.3 80.8 121.7 43.2 88.4 68.3 132.6 54.7 109.5 39.3 78.5 60.3 120.5 49.8 99.5 38.0 72.0 552 110.5 45.8 91.2 19-1/8' 28-1/2' 30' 42' mr 80' 132' 86.2 150.0 132.3 150.0 109.3 150.0 124.5 95.5 78.9 150.0 55.0 110.0 84.4 150.0 139.3 44.6 68.4 58.5 39.3 78.5 60.3 120.5 49.8 52.7 105.5 43.5 30.5 93.7 77.4 55.0 42.2 84.4 34.8 25.0 50.0 38.3 31.7 45.8 70.3 29.0 30' 37' 42° 48' 54' 80' 66' 72° 19 -1/8° 28 -1/2' 30' 37' 42° 48' 54° 60' 60' 150.0 150.0 150.0 150.0 150.0 150.0 136.9 121.0 98.1 150.0 0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 124.3 150.0 150.0 150.0 88.4 150.0 132.6 150.0 109.5 150.0 75.8 150.0 118.0 150.0 95.8 150.0 67.2 134.4 103.1 150.0 85.2 150.0 60.5 121.0 928 150.0 76.8 150.0 55.0 110.0 84.4 150.0 69.7 139.3 50.4 100.8 77.3 150.0 63.9 127.7 19 -1/8° 26 -1/2° 30° 37° 42' 48' 54' 80' 66' 72' 98' 118.6 150.0 150.0 150.0 150.0 150.0 85.8 150.0 131.3 150.0 108.5 150.0 75.8 150.0 118.0 150.0 95.8 150.0 61.3 1226 94.1 150.0 77.7 150.0 54.0 108,0 82.9 150.0 68.4 136.9 47.3 94.5 72.5 145.0 59.9 119.8 42.0 84.0 84.4 128.9 53.2 108.4 37.8 75.6 58.0 116.0 47.9 95.8 34.4 88.7 52.7 105.5 43.5 87.1 31.5 63.0 48.3 98.7 39.9 79.8 30' 42' sr 79.1 121.3 150.0 1002 150.0 57.1 114.1 87.5 72.3 50.4 100.8 150.0 127.7 81.7 62.7 125.4 72.0 110.5 91.2 31.5 63.0 39.9 79.8 28.0 43.0 85.9 35.5 71.0 25.2 50.4 38.7 31.9 22.9 35.2 70.3 29.0 21.0 42.0 32.2 28.6 53.2 68" 72° 63° 150.0 150.0 150.0 150.0 150.0 150,0 130.4 150.0 150.0 150.0 150.0 150.0 115.2 150.0 150.0 150.0 146.0 150.0 93.4 150.0 143.3 150.0 118.4 150.0 82.3 150.0 128.3 150.0 104.3 150.0 72.0 144.0 1105 150.0 91.2 150.0 84.0 128.0 98.2 150.0 81.1 150.0 57.6 115.2 88.4 150.0 73.0 148.0 52.4 104.7 80.3 150.0 66.4 132.7 48.0 98.0 73.7 147.3 60.8 121.7 19 -1/8' 25 -1/2' 30' 37° 42° 48' 54' 80' 68 72' 108' 105.4 150.0 150.0 150.0 133.6 150.0 76.1 150.0 118.7 150.0 98.4 150.0 672 134.4 103.1 150.0 85.2 150.0 545 109.0 83.8 150.0 89.0 138.1 48.0 98.0 73.7 147.3 80.8 121.7 42.0 84.0 64.4 128.9 53.2 108.4 37.3 74.7 57.3 114.6 47.3 33.8 67.2 51.8 103.1 42.8 85.2 305 81.1 48.9 93.7 38.7 77.4 28.0 58.0 43.0 85.9 35.5 NOTE ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS ANCHORS TYPE 82 OR e4 ,a/ J GLAZING PRODUCT j \ ONOR AIL s1 GLAZING PRODUCT VERTICAL " MUWON z 3 GLAZING PRODUCT GLAZING PRODUCT ANCHORS 92 OR 94 TYPICAL MULUON ARRANGEMENTS 2 mamas TYPE 82 OR 134 HORIZONTAL MULUON ARCHES TO SE incRiem INSIDE RECTANGuLAR SHAPE GaMNG r- -, i ''PRODUCT `8 `,� J GLAZING PRODUCT j \ ONOR AIL s1 GLAZING PRODUCT ANCHORS TYPE A2 A4, 82 OR 84 MUUJON SPAN STRUCTURES ELA. PE # 18557 Eg ot og oodi o ee tam 0 taR 1 drawing no. M04-05 1/4' HILTI KYAK CON A 1/4' HILTI KWIK CON U 1 -3/4' MIN. 1 -1/4° MIN. EMBED INTO MASONRY 1-1/4" MIN. EMBED INTO MASONRY 2 PER CUP (1 ON EACH WING) 1 PER ANGLE 1/4" HILTI KWIK CON II 1/4' HILTI KWIK CON II 1 -3/4° 1 1/4° MIN. EMBED INTO MASONRY 1 -1/4' MIN. EMBED INTO MASONRY MIN. 4 PER CLIP (2 ON EACH WING) 2 PER ANGLE V W 5' EDGE DIST. EDGE DIST. 3' f Lad" . ' 1" 1 MIN ' � i�'�� r 5� 8 Ir - ' _ � � =i ii • 0 p -4 1BY CH WOOD BUCK i 1 1 1 1 1 1 1 1 1 MP 2 X 9/B' ANGLE N P 1 y IBY WOOD BUCK J. J .11111 _2 X 2 X 1 /B' ALUM ANCLE FLOATING CLIP fta ANGLE 2 PER ANGLE 1-3/4" O.C. MIN II II 11 I 11 II u u 1 1 1 1 2% ALUM X FLOATING CUP R GLE 1 -3/4'' 0.0 MAIN. 11 11 I I 11 II II u u 1 I I I KWIK CON U 1/4° HILTI KWIK CON U PENETRATION 1 -3 /B° MW. WOOD PENETRATION EACH WING) 1 PER ANGLE -Aga 1 ,I IY —"-Y-- FOR 3° TUBE 2 -3/4' O.C. MIN. FOR ALL OTHER TUBES 1" MIN. 1/4" HI131 1 -3/8' NW. WOOD 2 PER CUP (1 ON 1/4" HILTI KWIK CON 1 -3/B' MW. WOOD PENETRATION 1" MIN. 1' M. 4 PER CUP (2 ON EACH WIN 1 1/4" HILTI�KWIK CON U 1 -3/8' MIN. W000 PENETRATION 2 PER ANGLE EDGE DIST. EDGE /O) IIII �U� II imi I /� jJl J�I.1 /IMP _. .11J WilE"'---irW M III' T� 1 -3/4' M W. 2BY WOOD BUCK WOOD STRUCTURE I 1 I I I I 1 1 I I I I I I ' 2 X 2 X 1/B' ALUM ANGLE N 1L ZBY WOOD BUCK WOOD STRUCTURE I 1 I I I I 1 1 1 1 i i 1 1 I 1 \ 11 11 FLOATING CUP 14 SMS 2 PER ANGLE 1 -3/4' 0.C. MIN. _ 1 11 "' II II UI 11 1 UI 1 I FLOATING CUP #14 SMS 2 PER ANGLE 1 -3/4' O.C. MW. 1I 11 II II V U 1 1 1 Ar _2 X 2 X 1/8' ALUM ANGLE -O T. I a. 1p�T� g E T� P g k 00 $ ) FOR 3' TUBE 2 -3/4' 0.C. MW. FOR ALL OTHER TUBES EDGE DIST. ANCHORS TYPE 'A4' 1' 9oa a C6 m U 1 tf i n e i — ,� Etg. OR. REFN7110 STRUCTURES FLA. AN.B 6557 3538 asR complying with dm Florida Building Codo No . ' 0 21 1 ALTERNATE ANCHOR N a —^ SEP 2 6 2008 c drawing no. M04 -05 MULLION CLIP ALL CUPS TO FR SNUG INTO TUBE MULUONS. TAPCONS MAY BE HEX OR FIAT HEAD. . .4 :OL =/ • ' .// /... , ..e •- , •' `° ' ' "'1 ANCHORS TYPE 'A2' (sheet 5 ot 7 2 -1/2' MIN. 1 /4° HILTI KWIK CON 1 -3/4' MIN. EMBED INTO MASONRY 2 PER CUP (1 ON EACH WING) 1/4° HILTI KWIK CON 0 1 -3/4° MIN. EMBED INTO MASONRY 1 PER ANGLE 2 -1/2° MIN. EDGE DIST. 3° HILTI KWIK CON O 1 -3/4° MIN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH WING) 1/4° HILTI KWIK CON II 1 -3/4° MIN. EMBED INTO MASONRY 2 PER ANGLE N --i■r ,- MASONRY OR CONCRETE FLOATING CUP #14 SMS • 2 PER ANGLE 1 -3/4° O.C. MIN. FOR 3° TUBE 2 -3/4' O.C. MIN. FOR ALL OTHER TUBES 3 SCREWS PER ANGLE 2 X 2 X 1/8° ALUM ANGLE MASONRY OR CONCRETE FLOATING CUP 5 2 1 8° ALUM ANGX LE #14 SMS 2 PER ANGLE I -3/4° O.C. MIN. FOR 3' TUBE 2 -3/4° O.C. MIN. FOR ALL OTHER TUBES 3 SCREWS PER ANGLE ANCHORS TYP 'AA4' 2 -I/2° MIN. EDGE DIST. HILTI KWIK CON 0 1 -3/4' MIN. EMBED INTO MASONRY 2 PER CUP (1 ON EACH WING) MASONRY OR CONCRETE 2 I/2' MIN. ALL CUPS TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. Engr: DR. HUMAYOUN FAROW F C N• ► 18857 ALTERNATE ANCHOR LOCATION MUWON CUP PRODUCT complying with n Honda Esdlding Cods No .._0 Dainties Dare 4 .1Li'1 • ANCHORS TYPE 'AA2' CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI- RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE MEDIACRYUCE LACQUER SEP 2 5 2008 drawing no. M04 -05 sheet 6 of 7 METAL STRUCTURES (STEEL OR ALUM. 1/8° MIN. THICK) STEEL Fy m 38 KSI MIN. ALUMINUM : 8063 -75 MIN. $14 SMS OR 1/4" TEKS 2 PER CLIP (1 ON EACH WING) $14 SMS OR 1/4° TEKS 1 PER ANGLE METAL STRUCTURES (STEEL OR ALUM. 1/8° MIN. THICK) STEEL : Fy 36 KSI MIN. ALUMINUM : 6063 -T5 MIN. $1P4 E5 5 OR 1/e TEKS 4 (2 05 EACH WING) #14 4 SMS GLE 1/4° TEKS 1 $14 SMS 2 PER ANGLE 1 -3/4' 0.C. MIN. FLOATING CLIP ALUM 2 5 2 X ANG 1 8' • $14 SMS 2 PER ANGLE 1 -3/4° O.C. MIN. FOR 3' TUBE 2 -3/4° 0.C. MIN. FOR ALL OTHER TUBES 3 SCREWS PER ANGLE ANCHORS TYPE '132' ANCHORS TYPE 'B4' TUBE MUWON TUBE MUWON TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CLIP ANGLE CAULK JOINT AFTER ASSEMBLY 2 14 SMS CLIP 1 -1/2 O.C. MIN. THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION qr i . 1 -3/4' X 2' X 1/e (FOR 2BY 3/4' X 2' X 1/8' FOR (1BY TU� ALUM CUT 7O FIT SNUG INSIDE TUBE ANCHOR DETAIL #1 METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE 'B4' TO VEIBFY CAPACITY OF CONNECTION SEE SHEET 4 OF 7 FOR ANCHOR CHARTS drawing no. MO4 -05 (cheat 7of 7 Miami Shores Village Building Department /0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle)( Building Roofing Owner's Name (Fee Simple Titleholder) 3oy1 bltioNONA barn }!� Phone # Ctbk) Owner's Address Oj) 0 .5-411 Sf + City 'fl H, h 6jr4s State Ft.- Zip 33 ) 3 8 E JAN 2 9 2010 Permit No. °Y--0 1513 Master Permit No. Tenant/Lessee Name Phone # Job Address (where the work is being done) 51 G N E y " S +re,e d' City Miami Shores Vill. e County Miami -Dade Zip 3 3 1 3 8 FOLIO / PARCEL # i ) ' 31.0 b ^ 01 y - 0 R3 0 Is Building Historically Designated YES NO," Contractor's Company Name Vas f7 c S -L X 1 d.h. Phone # 1E11 8 b F3S-2•5 Contractor's Address 213 r9 14 vi )' S-k- City TesINT two $ State Qualifier Name ZO C. f.4--1141 Phone # State Certificate or Registration No. ) )1 d) Certificate of Co zip 33 6b 1 Architect/Engineer's Name (if applicable) Value of Work For this Permit $ 500 . 00 Type of Work: ■Addition ❑Alte Describe Wor v1S - LgS+ c c Y , ( ' O,,k4 notiNt,dl o. cad yurles Square / Linear Footage Of Work: ❑New ❑ Repair/Replace ❑ Demolition * * * *, * * * ** ** ** * * ** * * * * ** * *** * **, *** * ** Fees *, * * * * *** * * ** ***** *** * * * *** * * * *,�a*** * **** ** Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Scanning $ Bond $ rta Training/Education Fee $ Technology Fee $ Radon $ DPBR $ Zoning $ Code Enforcement $ Double Fee $ _ Structural Review. $ Total Fee Now Due $ See Reverse side -5 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Contractor The foregoing instrument was acknowledged before me this ZZ The foregoing instrument was acknowledged before me th23) day of , 2016 , by j 14A. $4st'- fr. ■ , day of -5-1K , 200 , by-3/6)0e14 who is personally known to me or who has producedTL,�. who is personally known to me or who has produced ' As identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC - STATE OF FLORIDA Nicole Ryan Commission #DD654128 n'r' ^ ,, ,` • ,xpires: F �a Print: 1 "� (J��" ' „ „'�� /(� 73QND- 'A ma11 al ANTIC BONDING co.. INC. Print: ► CAA A' My Commission Expires: My Commission Expires: ******************** iC*9Y *9Si*irit,FiC**%iF*Y65 **.;t$13:iY** DCX i{;% 9YX*9Cl F, CLF9Fik] FiY] F1YlF*iFH, C***** *] YfC' 1YiC*iYSM9FiY. F*9F] FiY9Y*** SYiti9Q]C]YfY9Y9Y*]YtY*9Y**** as identification and who did take an oath. NOTARY PUBLIC - STATE OF FLORDA Nicole Ryan Commission #DD654128 NOTARY PUBLIC: ss Expires: MAR. 22, 2011 APPLICATION APPROVED BY: (Revised 07/10/07) Plans Examiner Engineer Zoning, INC. ENGINEERING January 20, 2010 Work Prepared For: All American Windows and Doors, Inc. 1534 SW 13 Ct. Pompano Beach, FL - 33069 Regarding: Use of single mullion clip Bonita Residence 510 NW 95th Street Miami Shores, FL 33138 Attention: A FRANK L. BENNARDO, P.E., INC. INNOVATION b Y: �[' PERMIT #: C - 1') Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT for Miami -Da - 804 , E WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS Building Department Official This office has reviewed the product approval for the "Series Aluminum Tube Mullions" by E.S. Windows (NOA #09- 0825.03). The lx4x0.125" mullion may be installed at the above project site as described herein. The windows and doors to be mulled shall be sized as follows: (1) window with dimensions of 36.25 "W x 50.625 "H and (1) door with dimensions of 33.25 "W x 82 "H. The lower 31" of the door shall be attached to an existing 3000 psi concrete kneewall per valid product approval, effectively reducing the mullion height to 51 "H when installed atop the kneewall. Wind loads used in our analysis were +/- 46.3 psf, per separate certification. The mullion clips may be installed per Detail A on sheet 5 of 8 of the mullion product approval with the exception that (1) clip angle may be used at each mullion connection to the host structure. The clip angle shall be installed with (2) 1/4" diameter Ultracon concrete anchors with 2 -1/2" edge distance and 1 -3/4" embed to the existing 3ksi concrete wall. The contractor shall ensure 4" spacing from any other anchor, as shown detailed below: PROVIDE (2) W 0 U.TRACDN CONCRETE ANCHORS W/ 2-ur EDGE DISTANC AND 1 -3/4" EMBED TO 3KSI CONCRETE WALL. ENSURE 4" SPACING FROM ANY OTHER ANCHOR 3e TMIX 6063 -T5 ALUMINUM L -ANGLE • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • • • •• :• • 16g SW 12TH AVENUE # 106 DEERFIELD BEACH, FL 33442 ••• • • •PHONE: 954-354-0660 FAX: 954- 354 -0443 • • • • ••••• WWW.ENGEXP.COM • ••• • • ENGINEERING X January 20, 2010 Page 2 of 2 All American Windows — Bonita Res All windows and doors on this project shall be installed per existing valid product approvals. All other installation work shall follow the mullion product approval noted herein, and the minimum requirements of the 2007 Florida Building Code with 2009 supplements. Thank you for your attention to this matter. Res. ectfull JAN 2 0 2010 Frank L. ENGINEERING EXPRESS® #PE00465491 Cert. Auth. 9885 10 -AAW -0007 • •• ••• • • • • • •• • • • • • • • • •• • ••• •• • • • •• • • • • • • • • • • • • •• ••• ••• • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • 160 SW 12 TH ••• • • • • ••• • • PHONE: 954- D 1 354 0660 FAX: 954-354-0443 33442 0443 • • • • • • • • • • • ••• • • • WWW.ENGEXP.COM • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT APPROVAL REVIEW FORM Address: 510 NE 95th Street Lot: Block: # Opening Location Size NOA Number NOA Design Pressure Rating Opening Required Pressure Rating Eg ess Requirement Shutter Requirement Width Height ( +) psf ( -) psf ( +) psf ( -) psf Yes No Yes No 1 36 1/2 52 08 - 0527.12 80 -90 42.7 -57.2 Yes No 2 36 1/2 38 08 - 0527.12 80 -90 42.7 -46.3 Yes No 3 37 51 1/2 08 - 0527.12 80 -90 42.7 -57.2 Yes No 4 37 1/2 82 07 - 0828.09 70 -80 42.7 -57.2 Yes No 5 18 251/2 08 - 0527.12 80 -90 42.7 -46.3 No No 6 37 1/2 81 1/2 07 - 0828.09 70 -80 42.7 -46.3 Yes No 7 37 50 5/8 08 - 0527.12 80 -90 42.7 -57.2 Yes No 8 37 50 5/8 08 - 0527.12 80 -90 42.7 -46.3 Yes No 9 37 52 08 - 0527.12 80 -90 42.7 -57.2 Yes No 10 37 52 08 - 0527.12 80 -90 42.7 -57.2 Yes No 11 37 52 08 - 0527.12 80 -90 42.7 -57.2 Yes No 12 37 52 08 - 0527.12 80 -90 42.7 -57.2 Yes No 13 191 /8 52 08 - 0527.12 80 -90 42.7 -46.3 Yes No 14 19 1/8 •38 1/2 08 - 0527.12 80 -90 42.7 -46.3 Yes No 15 19 1/8 381/2 08 - 0527.12 80 -90 42.7 -46.3 Yes No 16 37 52 08 - 0527.12 80 -90 42.7 -46.3 Yes No 17 37 26 08 - 0527.12 80 -90 42.7 -57.2 No No 18 37 38 3/8 08 - 0527.12 80 -90 42.7 -57.2 Yes No 19 27 3/4 5.1 1/2 08 - 0527.12 80 -90 42.7 -46.3 Yes No 20 19 52 08 - 0417.06 70 -80 42.7 -46.3 No No 21 19 52 08 - 0417.06 70 -80 42.7 -46.3 No No 22 27 3/4 51 1/2 08 - 0527.12 80 -90 42.7 -57.2 Yes No 23 •• • 37 51 08 - 0527.12 80 -90 42.7 -57.2 Yes No 24 ••• • • • • • • • • • • • i. • . . - • 63448. .. • . .50 5/8 08 - 0527.12 80 -90 42.7 -46.3 Yes No 25 •• ••• •• • • • • 36 1/4 •• 50 5/8 08 - 0527.12 80 -90 42.7 -46.3 Yes No 26 • ••• : : • •• • 1•• ••. •36 1/4 • • • 50 6/8 08 - 0527.12 80 -90 42.7 -46.3 Yes No -• • 27 • • • • •• • • • . • • . • 1 • •• • 37 • • • • • 51 08 - 0527.12 80 -90 42.7 -46.3 Yes No 28 • • • • • • • .3,7. • •52 08 - 0527.12 80 -90 42.7 -46.3 Yes No 29 • • • • • • • • • • • ••• • . • ••• • • . • • • • • • 3 1/.'.32 • -•• • • . 09 - 0825.04 70 -80 42.7 -46.3 Yes No All American ndows and Doors • . Wi • • •••• • •. • • • • • • • • • • • • • • • • • • • • • • • .• • . • • .•.. • •••. • • • •• • •. .. • • •• • •••• • • • • • • •• .••• • Existing Corner Post #10 #9 #28 #11 1 -(37 x 52) SH ■fI.*. • • k37 x 52) SH • • #26 2 -(36 1/4 x 50 5/8) SH 1 -(1 x 4) MuII (33 1/4 x 82) FD #29 #25 12 -(36 1/4 x 50 5/8) SH 1 -(1 x 4) Mull #241 -(53 1/8 x 50 5/8) SH 1 -(37 x 52) SH 1 -(37 x 52) SH Existing Corner Post #12 1 -(19 1/8 x 52) 51-1 #13 1-(19 1/8 x 38 1/2) SH #14 1-(19 1/8 x 38 1/2) SH #15 1 -(37 x 52) SH #16 #23 1 -(37 x 51) SH 1 -(37 x 26) SH #17 1 -(1 x 4) Mull 1 -(1 x 4) Mull 2 -(27 3/7 x 51 1/2) SH 1 -(19 x 52) PW 1 -(19 x 52) PW 2 -(27 3/4x 51 1/2) SH 1 -(37 x 38 3/8) SH #22 #21 #20 #19 #18 Jonathan Bonita Mean Roof Height is 15 x 0.4 = 6 Mean Roof Height 15 ft 510 NE 95th Street Width of building is 45 x 0.1 = 4.5 Windloads based on 2007 FBC Figure 6 -3 Miami Shores, FL 33138 Comer Distance (Exterior zone 5) is 4.5 Worst Case Scenario (smaller of the above results but not less than 3 feet) Zone 4= + 42.7 -46.3 Note: any opening within the comer distance from any comer falls in a Zone 5 Zone 5= + 42.7 -57.2 Exposure C Windspeed 140 • • • • All AmericWWindovps aMLDoors • • • • • • • • • • • .... • .. • • • • • . • • • • .. • • • • • •••• • • .. • • • • • #1 #2 #3 1 . ".'1- (361/2 x 52) SH 1-(36 1/2 x 38) SH 1 -(37 x 51 1/2) SH Guest House 1 -(37 x 50 5/8) SH 1 -(37 1/2 x 81 1/2) FD 1 -(18 x 25 1/2) SH 1 -(37 1/2 x 82) FD #7 #6 #5 #4 Jonathan Bonita Mean Roof Height is 15 X 0.4 = 6 Mean Roof Height 15 ft 510 NE 95th Street Width of building is 45 X 0.1 = 4.5 Windloads based on 2007 FBC Figure 6 -3 Miami Shores, FL 33138 Comer Distance (Exterior zone 5) is 4.5 Worst Case Scenario (smaller of the above results but not less than 3 feet) Zone 4= + 42.7 -46.3 Note: any opening within the corner distance from any comer falls in a Zone 5 Zone 5= + 42.7 -57.2 Exposure C Windspeed 140 MIAMI•DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E. S. Windows, LLC 10653 N.E. Quaybridge Court Miami, Fl. 33138 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.gov/buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply wi ride Building Code, including the Hi n e •ne. DESCRIPTION:. u es "3000" 8'0" Outswing Aluminum French Doors w/ wo Sidelites - L.M.I. APPROVAL DOCUMENT: Drawing No. W04 -51, titled "Series -3000 Alum Outswmg = - • (LMI) ", sheets 1 through 7 of 7, prepared by Al Farooq Corporation, dated 06/10/04 and last revised on 08/14/09, prepared by AI Farooq Corporation, signed and sealed by Arshad Viqar, P. E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. IkTIP CT•IO):T: cagy of this entire NOA shall be provided to the user by the manufacturer or its • • • dZstfigt s �nQ s4 be available for inspection at the job site at the request of the Building Official. • • •1 ii 1st, '&AU N .& No. 07- 0828.09 and consists of this page 1 and evidence pages E-1 and E-2, as • Well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. • ••• • • • • • • • • • • •• • ••• • • • • ••• •• ••• ••• • • • • • • • • • NDAP COU ' '; • • APPROVED ••• • • • • • • • • • • • • • •• •• NOA No. 09-0825.04 Expiration Date: September 16, 2014 Approval Date: September 16, 2009 Page 1 • • • • • • • • E. S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W04 -51, titled "Series -3000 Alum Outswing French Doors (LMI)", sheets 1 through 7 of 7, prepared by Al— Farooq Corporation, dated 06/10/04 and last revised on 08/14/09, prepared by A1— Farooq Corporation, signed and sealed by Arshad Viqar, P. E. B. TESTS 1. 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 aluminum outswing French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5164, dated 08/01/07, signed & sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07- 0828.09) 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 2411 3.2.1, TAS 202 -94 along with marked up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No.'s FTL -3947 and FTL -3955, and dated 02/04/04, both signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 04- 0712.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al— Farooq Corporation, dated 08/14/09, signed and sealed by Arshad Viqar, P. E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami —Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS • • ••• • 1. Notice of Acceptance No. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. • • for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. •• ••. .• • • • •• • ••• •• ••• ••• • • • • • • • • • • • •• • • • ,• • • • • • • • • • • • • • • • •• • • • • •• • • • • • • • E -1 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • •• • • • •• • • • •.• • • • ••. • • Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09- 0825.04 Expiration Date: September 16, 2014 Approval Date: September 16, 2009 • • • • • • • • • E. S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 2. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. 3. TREMCO Part No. TR- 14271E EPDM exterior glazing gasket complying with ASTM C864 Option II exceptions, ASTM D412 1600 PSI, D395B 22 HRS 158 °F. E. STATEMENTS 1. Statement letter of conformance and no financial interest, dated December 30, 1997, signed and sealed by Humayoun Farooq, P.E. 2. Laboratory compliance letter for Test Report No. FTL -5164, issued by Fenestration Testing Laboratory, Inc., dated July 31, 2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07-0828.09) 3. Proposal No. 06 -0411 issued by BCCO, dated February 06, 2006 and July 31, 2007, signed by Jaime D. Gascon, P. E. (Submitted under previous NOA No. 07- 0828.09) 4. Laboratory compliance letter for Test Report No.'s FTL -3947 and FTL -3955, issued by Fenestration Testing Laboratory, Inc., dated March 22, 2004, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 04- 0712.02) G. OTHERS 1. Notice of Acceptance No. 07- 0828.09, issued to E. S. Windows, LLC for their Series "3000 Aluminum Outswing French Doors w / wo Sidelites ", approved on 10/25/07 and expiring on 09/16/09. •• ••• • • • • • •• •• ••• •• • • • •• • • • • • • • • • • • • •• ••• • •• • • • • • • • •• • • • • • • • • • • • • • • • • • • •• • • • • • • E -2 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • •• • • • • • • • • ••• • • • • • ••. • • Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09-0825.04 Expiration Date: September 16, 2014 Approval Date: September 16, 2009 • • • • • ••. • • • •••"u nn��II�� {Q� •�•�4E,,�c� • • • •NTO OR 1RRU41E 2ao. _ - -• INSTALAT10NS•ONLY 3{ 5/8" • • - • AD & SILL • • • • • • • • • GO OA. 1Yp, •• •• F♦EA: `AL pRNERS • • • • • • • 144° FRAME WIDTH 68 3/4° • =U_ x 2 m 8 2,94 S ; S- 111 • • •41-1; • •II �! u II B / •I \ FRAME HEAD & SILL 12" MA 'I / / -_ter \ \ II lit / 34 5/8° FR. HEAD & SIL 1 =_y ADDL. ANCHORS RECO. INTO OR THRU WOOD BUCK INSTALLATIONS ONLY SURFACE APPLIED FALSE MUNTINS MAY BE USED LU 30 1/4" D.L. OPG. 34 1/4° 26 1 /16" D.L. OPG. 34 11/16" PANEL WIDTH OU SWING FR C D00 • LEAF WIDTH THESE PRODUCTS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITIES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT 0MITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. ( OXXO ) 12° MAX. 30 1/4" D.L. OPG. 34 1/4" PANEL WIDTH 71 3/4" FRAME WIDTH 68 3/4" 11 12" MAX. N F g g w / I' Cwa IRt \ ) / 1 / / II / = -erLr -` /III I ,I. / / 'J/ - - \ \ • I --\-_ -=_ __ \ n `I I ___.1L. OII \` \ \ II - 1'1 r - - \ \- iY \ i Li / ( \ . — II / II / ii _7 == II / f II j1 0 / Z . pr, /' - • i . I /JL_. - TYPICAL ELEVATION$ TESTED UNITS 28 1 /18" O.L. OPG. ( XX) 12° MAX. NOTE: FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF AND EXPOSED ON ACTIVE LEAF SEE DETAIL G ON SHEET 5. Engr: 455HAD 11 CIVIL FLA. PE B 38863 C.A.N. 3538 AUG 1 4 LUU9 PRODUCT RLNEWED mm1313 i■;s, with the Florida Dujid:n:; Coda Aceept=Ae No ay Division • 8 s i 8 8r a a m 0• 0 a 8 8 8 2 S8 B 5 0 i 1 Ldraa nj W04 -511 speet 1 o 7 ) ••. • • • • •••• • •• • • • ,OAD CAPACITY - YSF t • INGLE Op DOU8AO LEAF DOORS WITHCI♦T > LITES G(i.SS TYPE 'A', 'Ca fp; • • • • • MAXIMUM' OGSIGN LOAD RASING • • • • • (FOR SOB SHAWN: ELOW OR: LLB) • • 1 ••1•• • • ••• •• • • •••4 •• • •• • •••1 •• 9 + 70.0 PSF - 80.0 PSF (X ) (XX HEIGHTS: OAYLTTE OPG. NOMINAL HEIGHT FRAME HEIGHT LEAF HEIGHT STANDARD BOTTOM RAIL HI- PROFILE J BOTTOM RAIL 6/8 79 -3/4" 77 -1/4" 69 -1/16" 165 -5/16° 8/0 95-3/4» 93 -1/4" 85- 1/16" 81 -5/16" WIDTHS: NOMINAL WIDTH I FRAME WIDTH LEAF WIDTH DAYLITE OPG. 2/6 (X) 31 -1/2° 28- 11/16" 20 -1/16" 3/0 (X) 37 -1/2" 34- 11/16" 26 -1/16" 5/0 (XX) 59 -3/4" 28- 11/16" 20 -1/16 6/0 (XX) 71 -3/4" 34- 11/16" 26-1/16» FRAME WIDTH (0 ) DESIGN LOAD CAPACITY - PSF STATIONARY PANEL (0) FRAME WIDTH INCHES FRAME HEIGHT FT. /Pi. GLASS TYPE 'A'. '0'. '8' OR '0' EXT. ( +) NT. (-) 36 8/0 70.0 80.0 39 7/0 70.0 80.0 42 6/8 70.0 80.0 DESIGN LOAD CAPACITY - PSF SINGLE OR DOUBLE LEAF DOORS WITH SIDELITES SIDEUTE WIDTH INCHES FRAME HEIGHT FT. /IN. GLASS TYPE 'A', 'B', 'C' OR 'D' UNREINFORCED MULLION REINFORCED MULLION EM. ( +) INT. ( -) EXT. ( +) INT. ( -) 24 27 30 33 36 39 42 8/8 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 _ 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 24 ' 27 30 33 36 39 7/0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 18 21 24 27 30 33 36 8/0 70.0 78.9 70.0 80.0 70.0 74.8 70.0 80.0 70.0 71.1 70.0 80.0 67.9 67.9 70.0 80.0 65.0 65.0 70.0 80.0 62.4 62.4 70.0 78.9 60.1 80.1 70.0 76.0 NOTE: FOR DOORS WITH SIDELITES USE SIDELITE RATING TO QUALIFY DOOR & SIDELITES. SEE SHEET 4 FOR GLASS TYPES DESCRIPTION. UNREINFORCED MULUON v w REINFORCED MULLION 0 �• 0 1 1* ff .i \ ` ii \ / / / '/ \\ SIDEUTE WIDTH \ 0 \ 0 ( %O ) OX ) -r iii1'1 1 ' = _ , H -r SIDELITE WIDTH = OUW - DOOR WIDTH Q O a_ ...II 1* o- �; t / /' ©-, /03 \ \ O \` \ ` ii \ / / / '/ /1; SIDEUTE WIDTH DOOR WIDTH OVERALL UNIT WIDTH (OUW) SIDELITE WIDTH = OUW - DOOR WIDTH Q O \ O \ . ( 0%0 ) ( 014X0 ) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Engr: AR611110 MAR CML RA. 96 38863 CAN. 3538 AUG 1 4200 'ADDUCT RENTT'VTi0 as cor,�,n1;dn; v.ita Cu Florida Building Ccdo Ast °.arse 14o ""!':11 - O Mimai Product Coo Dn�aina a. da88 8 a 88 8 a ¢ m u 0 c a B a YYi drawing no. I W04 -51 sheet 2 of 7 o- �; t / /' ©-, /03 \ \ O \` \ ` ii \ / / / '/ /1; ( 014X0 ) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Engr: AR611110 MAR CML RA. 96 38863 CAN. 3538 AUG 1 4200 'ADDUCT RENTT'VTi0 as cor,�,n1;dn; v.ita Cu Florida Building Ccdo Ast °.arse 14o ""!':11 - O Mimai Product Coo Dn�aina a. da88 8 a 88 8 a ¢ m u 0 c a B a YYi drawing no. I W04 -51 sheet 2 of 7 •••• • • • • •••• • •.wire. • •• e -r-••• • • • • • • • • TYPI& ANCHOR. • • • SEE 'ELEV. FOR SPACII. • • • • IBY •••••• - . ()ea • . /s WOOD BUCK • • • . • • ••a r •••i ,• • • • • • • • •••11 •• • • • • 3/16° X I -1 /2° WEEP SLOT I /SILL AT SIDELITES ranee ANCHORS SEE ELEV. FOR SPACING STATIONARY UNIT$ METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING TRIM 3/16° X 1 -I /2 WEEP SLOT 2/ SILL AT XX DOORS 1/ SILL AT X DOORS 2C ANCHORS ELLEV. FOR SPACING OPERABLE UNITS gl HI- PROFILE BO7TOM RAIL APPLICABLE TO STATIONARY AND OPERABLE UNITS Engr: ARSNMD VAPAR FLA. PC / 38883 CAN MB V / AUG 1 4 2U09 PRODUCT RENEWED es r:+TJNsS v.iD>.4ae Florida 5u5iirc3 CG.a.J Acc. ara: No Division t4- § O 5 yq° 6 9 5 O 4 5 ro S A I drowing . W04 -51ij sheet 3 of no; 8 00.11-- ••.• • • •••• • •• • • • • • ••••• • AN ORS • �S E ELEV. F R `�ACINy • • • ••• 1•• ••••• • II • • •••p•• • • •••6•• • • • •••p•• •••• • • • •• • •• •• • • ••� °• . ` 0000. • •••• • • •••• 3/16" H.S. GLASS •• . • • • •• • • • "' • • .090" INTERLAYER ' DUPONT SENTRYGLAS PLUS' ZBY W000 BUCK WOOD TYPICAL. ANCHORS SEE ELEV. FOR SPACING 3/16" H.S. GLASS 1/8" .090' INTERLAYER ' DUPONT BUTACITE PV8' 3/16' H.S. GLASS 3/16" H.S. GLASS SIUCONE DOW CORNING 795 GLASS TYPE 'A' SILICONE DOW CORNIN 8 9, MIAMI —DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/6" H.S. CLASS .090" INTERLAYER 'DUPONT BUTACITE PV8' 5/32" H.S. GLASS SIUCONE DOW CORNING 795 GLASS TYPE 'B' G GLASS TYPE '0' !WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ` LAND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu =177 K51. Fy-155 991) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1- _ m- its -. ..1 ID 1 HRU 1 BY BUCKS INTO CONC. OR MASONR 4" MIN. EMBED INTO CONC. OR MASO DIRECTL 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 414 SMS OR SELF DRILLING SCREW$ (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 814 SMS OR SE1F DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090 °) •(NO SHIM SPACE) TYPICAL EDGE OISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE io = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK I'm = 2000 PSI MIN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUMINUM COLORED SILICONE. Engr ARSHAO HOAR CIVIL FL. PE 6 38883 C.A.N. 3538 AUG 7 4 2016 PRODUCT RENEWED ro coN piylr.3 With the Florida BuiNA rCad_ Acceptor= No T.." i; drawing no f "` W04 -51 (sheet 4 of ---f r) 1. N 0 V 6 '0 N 6 9 g4 2 1 S a 8 5 m c 885 03 LI 5 5 of 9. 1 Diviumn Product •••• • • • • •••• •••,.•.• • • • • •• 1/4" MAX. 6HIM • • • • • • • • • .• • • • • • :.; 0�t. b 6 �OM ENDSMS S ••& �•0•C. MAX. • • •••• • • •e F REINFORCED MULLION SEE CHART ON SHT. 2 INTERIOR EXPOSED FLUSH BOLTS AT 10" FROM EACH END CONCEALED FLUSH BOLTS AT 10" FROM EACH END ACTIVE LEAF IN- ACTIVE LEAF (FLUSH BOLTS AT ACTIVE AND INACTIVE LEAFS MUST BE ENGAGED DURING PER1O05 OF HURRICANE WARNING) D.L. OPC. OUNREINFORCED MUWON SEE CHART ON SHT. 2 SIDEUTE PANEL WIDTH LEAF WIDTH FRAME WIDTH EXTERIOR ( OXXO ) TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 96" X 2" X .98" X 1/8" -FULL LENGTH STL. CHANNEL (STEM. TO BE PAINTED OR PLATED) OPTIONAL TRIM TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM SPACE 1/4" MAX. SHIM SPACE MULLION REINFORCING CHANNEL .96" X 2" X .96' X 1/8" FULL LENGTH (STEEL TO 8E PAINTED OR PLATED) ©REINFORCED MUWON SEE CHART ON SHT. 2 METAL STRUCTURE 18Y WOOD BUCK FRAME WIDTH EXTERIOR (X ) ...• • • • • w••• • •_• ;•• •; 4.000• ••• • •••• 1.779 361 N- • •••�•� •• I••j•••• dI�S ••• • •• 21200 •• .105 -- i • • • • • •• •• • ••• • • • .078 • • ii ....(3-2) WEDGE GASKET (SCALE I I) • • • • •• •••• •n® FRAME•HEAD /JAMB • 2.125 3.350 0.375 078 • Jea u q • u • • • ••• •• r--• +••_I • • • 1.500 •••• @) WEATHERSTRIP ADAPTER • •• .395 r-1.750-1 4.000 .913 590 (s® TOP /BOTTOM RAIL .490 1.145 2.163 .078 3.500 1 2.674 0.312 SHEAR PLATE 2.125 711.000 j^- .800 .045 13 JAMB TRIM (OPTIONAL) .078 1s PANEL CLAMP .563 4.000 ^i ® FRAME SILL - 1 I I-.- 062 ICI IP4775 � 1 .927 1 - SILL COVER 1.750 4.000 n2.000 --a - .913 ITEM # PART 6 QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS I 2 E53001 -1 1 FRAME HEAD 6063 -T6 6063 -16 - E53001 -2 2 1 DOOR FRAME JAMB - 3 ES3002 -1 DOOR FRAME SILL 6083 -15 6063 -16 - - - -- - - 4 5 E53003 -1 E53004 AS REOD. SIDEUTE ADAPTER A5 REGD. SHEAR PLATE • ANCHOR LOCATIONS 6063 -TB 3" LONG 6 BA E53005 -1 _ E53024 2/ LEAF TOP AND BOTTOM RAIL 6063 -15 - _ 2/ LEAF HI- PROFILE BOTTOM RAIL 8063 -T5 - 7 E53006 -1 1/ LEAF DOOR LEAF JAMB - HINGE SIDE 6063 -T5 - 8 E53007 -1 1/ LEAF DOOR LEAF - LOCK SIDE 6063 -T6 - 9 E53007 -2 1/ LEAF DOOR LEAF - KEEPER SIDE 6063 -T8 - 10 E53008 -1 AS RE00. SIDELITE STILE 6063-15 - 11 F8 -1202 -914 2/ LEAF EXPOSED FLUSH BOLT STEEL SULLIVAN & ASSOCIATES 12 F8 -1202 -914 2/ LEAF CONCEALED FLUSH 80L7 STEEL SULLIVAN & ASSOCIATES 13 ES3011 AS REOD. JAMB TRIM 6063 -T5 06110NAL 14 ES3012 1 SILL COVER 8083 -T6 - 15 E53013 2/ LEAF WEATHERSTRIP ADAPTER 6063 -T5 - 16 E53014 -1 4/ PANEL PANEL CLAMP 6063 -T6 - 17 E53003 -3 3/ OPER. LEAF HINGE ASSEMBLY 8063 -T8 - 19 - - DOOR LOCK (SAVANNAH 2015L) - YALE 20 - - DEAD BOLT LOCK (PREMIER) - YALE 21 22 82232150 AS MO. FIN -SEAL PILE W. STRIPPING - ULTRAFAB E53020 AS REGO. BULB WEATHERSTRIPPING VINYL AT SIDEUTE PANELS 23 - 1/ HINGE HINGE REINFORCING BAR ALUMINUM 1- 1/4'51/8"X4 -1/4" LONG 24 - AS REDD. HINGE REINFORCING BAR ALUMINUM 1/8. INK. X 7 -7/8` LONG 25 - 2/ LEAF 3/8" DA. THREADED ROD 5/ NUTS STEEL - 26 - AS REOD. FRAME ASSY. SCREWS - #10 PAN HEAD SMS 27 28 - AS REOD. MULUON REINFORCING CHANNEL A36 STEEL - ES4014 AS 5E00. BOTTOM FAIL GLASS STOP NEOPRENE - 29 ES4019 AS REOD. PANEL SIUCONE STOP NEOPRENE - 30 - AS REOD. 3/8" DIA X 4/8" HT. BUMPER SILICONE FRANK LOWE RUBBER CO. 31 ES4013 AS REOD. WEDGE GASKET - - 32 E53022 2/ STILE FLUSH BOLT BRACKET 6063 -1-5 - 33 - 2/ ENT. BRACKET INSTALLATION SCREWS - 810 X 1" FH SINS 34 0 /LON AS REOD. DOOR PANEL WSTRIPPING - SCHLEGEL 3 PIECE HINGE .590 1.750 .621 .094 SIDE UTE STILE .913 2.000 .078 7.250 4.625 2.674 1.984 .078 .590 1.750 .750 .094 3L - -- 4.000 - - ----d 3.350 (� HINGE STILE Q6 ® LOCK STILE /KEEPER STILE Q SIDELITE ADAPTER F- 1.750 -d 6 HI- PROFILE BOTTOM RAIL 7.750 Env AR$HAD V10AR CIVIL FLA. PE 38883 CAN. 3538 Afr AUG 1 4 2009 z °6 6 m Ob v OR m p' • Oda 0 Ihd°63 0 mg 8 '13 8 8 B C PRODUCT R[�'BWRD es I:ow21Y�s withea Boas ^^,�L Acc>.;.lmco T4o� - - 04 o 'J 45 D:.. s 4 drawing no. W04 -511 sheet 6- of 7 O i._:._�...�.. Control Division ... • • • • .... .•I.•. • • • • •1••• • • • • • • • • • • • ••.• • • • • •• • • • • • •• • • • • ••.•• • • • •• • • • • • • • • •• •• • • • • •.•• • FRAME TOP CORNER FRAME BOTTOM CORNER COOR LEAF CORNER -"" agr: ARSNM VICAR AL FLA. PE # 78867 CAN. 3538 AUG 1 4 /UP PRODUCT RENEWED iw cecrpIYins with the Florida BoihUtts Code Act^•idv No 5 FAX. (305) 624-7777 rr ag vz >r� tg g 2 b S 8 0 a a � drawing rCin W04-51 J (sheet 7of 7