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WS-14-6850 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 210347 Permit Number: WS -4 -14 -686 Scheduled Inspection Date: April 18, 2014 Permit Type: Windows /Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: MARIN, MARY Work Classification: Window /Door Replacement Job Address: 150 NE 106 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SUPERIOR REPLACEMENT WINDOW ouuuing vepi2nment comments REPLACING 6 WINDOWS AND 1 DOOR Phone Number Parcel Number 1121360050040 INSPECTOR COMMENTS False Phone: (305)256 -1411 April 17, 2014 For Inspections please call: (305)762 -4949 Page 13 of 24 Inspector Comments Passed E9 Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 17, 2014 For Inspections please call: (305)762 -4949 Page 13 of 24 Krto BUILDING Miami Shores Village 7'A C Building Department PR ® 4 2014 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT APPLICATION Permit No. Master Permit No FBC 20 Permit Type: BUILDING ROOFING JOB ADDRESS: 1 s70 %1— `oc� S �- p City: Miami Shores County: Miami Dade Zip: 3 I.? Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): C!!�sar-i Mc,r 4, (\ Phone #: City: Ar-,-No, State: Zip: _1313d Tenant/Lessee Name: Phone #: � 06 - Email; CONTRACTOR: Company Name: Address: 1 L0_5 0 S W 3®5-- a sl- 1411 City: ` S _State: Zip: Qualifier Name: AhiS ��C h Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: 41Z — 3Sanl 6S i Email Address: nn�, P-S C� Q e� DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ C1 lc" Square/Linear Footage of Work: 9 Type of Work: ❑Additio� t n ❑Alteration^ DNew �Repair/Replace DDemolition ( Description of Work: 1 P t F.ca N-, to w t r\ t7tt t%5 Cr-,& I Ljooi Color thru tile: ��x��a��x�x��xq��- x' ��x��x��x��r�x��x�x��x��x��Fees��x��x�x��xx��x�x��x�xx��xx��x��xx��x�x�x�xx��x��x�a�� •��x��x�x Submittal Fee $�U `— Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City state Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent 4 Contractor The foregoing instrument was ap4owledged More me this The foregoing instrument was acknow edged before me this day of 20 1`, by day of , 20i, by r who is personally known to me or who has produced who is personally known to me or who has produced NOTARY Print: aufr7 My Commission As identification and who did take an oath. as e * W COWISSIM i FF 011529 EXPIRES: December 6, 2017 BandedTInetaNaarYSe dM NOTARY Sign: My Commission did APPROVED BY Plans Examiner Zoning Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) Clerk , SRW , ESTIMATE, State Certlfled Glass & Glazing Contractor #SCC131151253 Dede County Licensed Glass & Glazing COntractor #038S00463 CUSTOMER NAME: MARY MARIN 150 NE 106TH ST. MIAMI SHORES, FL. 33138 sashi3478@comcast.net Date Estimate No. Sales Rep. Terms Project 02/18/14 46 Peter Malcomson Item Description Quantity Rate Amount ALL WINDOWS ARE MANUFACTURED BY ECO WINDOWS & EXCEED MIAMI -DADE IMPACT REQUIREMENTS.WHITE FRAME, GREY GLASS, WITH +70 - 75 DESIGN PRESSURES. ` IMPACT FRENCH DOORS WINDOW LOCATION - FRONT DOOR - BRONZE 1 1 ,750.00 1,750.00 FRAME WITH DARK GRAY 31 (EQUIVALENT) EMTEK HARDWARE EMTEK HARDWARE - RUSTIC MODERN 345.00 345.00 BRIGHTON SERIES WITH LARIAT LEVER, OIL RUBBED BRONZE FINISH LABOR, INSTALLATION ALL PLASTER, STUCCO, TRIM AND DISPOSAL 350.00 350.00 HAVE BEEN INCLUDED I IMPACT CASEMENT WINDOW LOCATION - FRONT RIGHT (RIGHT OF 1 525.00 525.00 FRONT DOOR) - 37 X 51 LABOR, INSTALLATION ALL PLASTER, STUCCO, TRIM AND DISPOSAL 160.00 160.00 HAVE BEEN INCLUDED IMPACT CASEMENT WINDOW LOCATION - FRONT LEFT (LEFT OF 1 525.00 525.00 FRONT DOOR) -37 X 51 LABOR, INSTALLATION ALL PLASTER, STUCCO, TRIM AND DISPOSAL 160.00 160.00 j HAVE BEEN INCLUDED f I Customer Approval: , Total Custom e: Qr f florin ,Si nature: pate: Page 1 �y F L', i State Certirled Glass & Glazing Contractor #SCC131151253 Dodo CoLmly Licensed Glass & Glazing COntractor #03BS00463 Superior Replacement W/ndow & Door, Inc : -' 14250 SW 136th Stree4Bay #13 Miami, Florida 33186 Mobile: 954.837.3312 Office: 305.256.1411 www.srwindowanddoor.com r F � & Vystems E4`II4DOVs S K. CUSTOMER NAME: MARY MARIN 150 NE 106TH ST. MIAMI SHORES, FL. 33138 sashi3478@comcast.net Date Estimate No. Sales Rep. Terms Project 02/18/14 46 Peter Malcomson ESTIMATE � ` iar�a[t�sra_ s �ssat�a: s°t ONGER Item Description Quantity Rate Amount IMPACT CASEMENT WINDOW LOCATION - FRONT BEDROOM / 1 525.00 525.00 EGRESS - 37 X51 LABOR, INSTALLATION ALL PLASTER, STUCCO, TRIM AND DISPOSAL 160.00 160.00 HAVE BEEN INCLUDED IMPACT CASEMENT WINDOW LOCATION - FRONT BEDROOM SIDE - 1 525.00 525.00 37X51 LABOR, INSTALLATION ALL PLASTER, STUCCO, TRIM AND DISPOSAL 160.00 160.00 HAVE BEEN INCLUDED IMPACT WINDOW LOCATION - BATH - 19 X 39 - WITH PRIVACY GLASS - NO CHARGE LABOR, INSTALLATION ALL PLASTER, STUCCO, TRIM AND DISPOSAL HAVE BEEN INCLUDED IMPACT CASEMENT WINDOW LOCATION - LEFT, SIDE OF HOUSE - 37 1 525.00 525.00 X51 LABOR, INSTALLATION ALL PLASTER, STUCCO, TRIM AND DISPOSAL 160.00 160.00 HAVE BEEN INCLUDED PERMIT PERMIT APPLICATION, CITY MUNICPALITY FEES 500.00 500.00 NOT INCLUDED.THIS IS DETERMINED BY THE CITY AT THE TIME PERMIT IS SUBMITTED. j Customer Approval: Mow o ®, o w rn I f -I Total Customer Nam Sign ure: Date: �" °) Page 2 i _ � � . 6 m .�- & D e hor State Certified Glass & Glazing Contractor #SCC131151253 Dade County Licensed Glass & Glazing COntractor #03BS00463 Superior Replacement Window & Door, Inc 14250 SW 136th Stree4Bay #13 Miami, Florida 33186 Mobile: 954.837.3312 Office: 305.256.1411 www.srwindowanddoor.com URId�G�r� "� co window systems 111WINDOWS CUSTOMER NAME: MARY MARIN 150 NE 106TH ST. (MIAMI SHORES, FL. 33138 sash i34 78 @comcast. net Date Estimate No. 02/18/14 46 Sales Rep. Peter Malcomson ESTIMATE Item Description Quantity Rate Amount REMOVE 1 ACCORDIAN SHUTTER, REMOVE 1 CLAM SHELL AWNING, REMOVE 4 STUDDED BRACKETS & PATCH, REMOVE IRON DOOR FROM THE FRONT. LABOR, INSTALLATION LABOR, MATERIALS & INSTALLATION OF (5) 5 125.00 625.00 NATURAL BROWN STONE MARBLE SILLS (ALL EXCEPT BATH WINDOW WHICH ALREADY HAS ONE) customer Oistomer — Date: Page 3 L�. Total $6,995.00 t t 1 N m Q p � o F � � C07 � w Homeowner Mary Malin O Comments co � � U Properly address 150 NE 106th St, Miami Shores, Fl, 33136 m 0.11 ~ O U z � w CO o APR 0 4 2014 3 (D BY: mW� �cn-, w�= Area of work n� co Q CO 0 � CL N �W� o Qo O Front CL N Door o oho n Garage Door r Wm • ••• •• • . . •• C) CITY • • • • • so • • • • • • • G For WindowlDoor type, vor cop dimensions * calculated DPS ::•: ••• : see attached chart t 1 N m Q p � o F � � C07 � w O co � � U m ~ O U z � w Contractor: Homeowner: SRW & D, Inc. Mary Marin 14250 SW 136th Street, Bay # 13 - Miami, Fl 33186 150 NE 106th st, Miami Shores Fl, 33138 Tel: 305-256-1411 Lic. # 0313S00463, SCC131151253 Mark Window / Door Type Approvals Width Height DPS ( +) DIPS { -) 1 ECO -Series 600 Aluminum OutsMng Doors NOA # 12- 0402.03 36 80 70.0 75.0 2 ECO -Guard Series 500 Casement window NOA # 13- 0206.07 37 51 70.0 75.0 3 ECO -Guard Series 500 Casement window NOA # 13- 0206.07 37 51 70.0 75.0 4 ECO -Guard Series 500 Casement window NOA # 13 -0206.07 37 51 70.0 75.0 5 ECO -Guard Series 500 Casement window NOA # 13 -0206.07 19118 39 70.0 75.0 6 ECO -Guard Series 500 Casement window NOA # 13 -0206.07 37 51 70.0 75.0 7 ECO -Guard Series 500 Casement window NOA # 13 -0206.07 37 51 70.0 75.0 ....... . .. .. . ... . . .... . .. ... .. . .... ... . . ...... . . . . . . . . V: . . . . . •• •• . • . •• .. .... . . .... . • • • • • • • 7z • 6'S E N G C O, Inc. Engineering Services - CA 8116 5595 Orange Drive Suite 201 Davie - Florida - 33314 Tel: (954) 585 -0304 Fax: (954) 585 -0305 Email: Engco@,AOL.com AOL.com REF. #: w 14-14 Date: 3/26/2014 Contractor: Superior Window /Door Replacement 14250 SW 136 Street Bay 13 Miami, FL - 33186 Job: Merin Residence 150 N E 106th Street Miami Shores, FL 33138 Wind Load Calculation for Components and Cladding under ASCE/SE1740 (chapter 30) Florida Building Code 2010 Mean Roof Height: (MRH) Cladding Elevation Minimum tMdth: (B) 15 15 53 Feet Feet Feet Low Rise: Buildings with MRH <= 60' and MHR <= B Roof Slope i, -0.18 Section 26.11 Roof Slope Reduction Factor 1.00 zone 4 ( +) 1.00 zone 4 ( -) -1.10 30.4 -1 (walls) Basic 1 TV"A Speed • .00. • R's 2de gory • 175 I I mph Use Figure 26.5 -1A or FBC 2010 Exposure• 000000 (Obction jem- • • • • • • • • •• •••• 000.00 Exposure C: O en terrai *W C a Zg � I 9.5 900 ttered obstructions height less than 301t. Open country, grasslands • • • •••• I ilding 'type • • • • • •Enclosed (filly and Partially Enclosad:i.Sestion 26.10) �' t - Tablj 20,6.1 • • ; 0.85 0.85 Use of .85 with Load Combination specified In 2.3 and 2.4 Kz - Tab%Nj.*1 0.85 Kh - Table 30.3.1 0.85 Kzt - Section 26.8 1.00 To be used when hill height H > =15' Velocity Pressure (qz) 56.57 Psf qz= 0.00256. Kz . Kzt . Kd . V ^2 Section 30.3.2 Velocity Pressure (qh) 56.57 Psf gh=c).00256 . Kh . Kzt . Kd . V ^2 Section 30.3.1 tary Area 10 ft2 (Int. Pressure ) 0.18 -0.18 Section 26.11 ( Ext. Pressure) zone 4 ( +) 1.00 zone 4 ( -) -1.10 30.4 -1 (walls) zone 5 ( +) 1.00 zone 5 ( -) -1.40 Wind load Psf Psf Psf Wind load combination factor 0.6 0.6 zone 4 40.1 -43.4 zone 5 40.1 -553.6 Zone 5 for units located less than 64" from building comers End zone (a) 64 INCHES Notation: (a) - 10% of the least dimension or 0.4 of mean roof height, whichever is smaller. Also (a) must not be less than either 4% of the least dimension or 3 feet. ENGCO INC HAS NOT VISIT THE JOB SITE WIND LOAD BASED ON CONTRACTOR INFORMATION. THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE PRODUCT APPROVAL DESIGNED RATING. 3/26/2014 Sheet W 1/1 PEDRO DE FIGUEIREDO, PE 52609 NOT VALID WITHOUT SEAL ! c ECO Windows Systems, LLC 9114 N. W. 106x' Street, Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (ten• This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 600 Aluminum Outswing Doors - L.M.I. APPROVAL DOCUMENT: Drawing No. W12 -08, titled "Series 600 Alum Outswing Entrance DO*�rM.I.)'�� sheets 1 through 9 of 9, prepared by AL- Farooq Corporation, dated 02/13/12 and last reA%%&o# Jun 29:, Q12, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Contrp4 Approval.4i mp with ....:. the Notice of Acceptance number and approval date by the Miami -Dade County Product Calwel Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • ". 9999 . 9999. Limitation: 9999.. 9999 9999. 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2 and Single or DotJ9Aor D1" is witb..... sidelites (w /wo Reinforcement) in sheet 3. The max door leaf width shall not to exceed 37.. 0 •0 2. Laminated glass types Gland G2 are limited to .090" DuPont's PVB and glass type ra'3 is kmiterkto. Wulated' • • •. - laminated glass w/ .090" Solutia interlayer. . • . :9000: 0 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo city, state. god series and following statement: "Miami -Dade County Product Control Approved ", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur 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 and consists of this page 1 and evidence pages E- 1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. APPROVED NOA No 12- 0402.03 Expiration Date: July 19, 2017 Approval Date: July 19, 2012 Page 1 ECU Windows Systems. LLC NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. W12 -08, titled "Series 600 Alum Outswing Entrance Door (L.M.I.) ", sheets 1 through 9 of 9, prepared by AL- Farooq Corporation, dated 02/13/12 and last revised on Jun 28, 2012, signed and sealed by Javad Ahmad, 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 24113.2.1, TAS 202 -94 along with marked up drawings and installation diagram of an aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -12- 3357, HETI -12 -3358, HETI -124003, BETI- 124003 and HETI- 124027dated 03/16 - 26/12, all signed and sealed by Rafael E. Droz -Seda, P. E. Note: The above referenced test reports have been revisal by an addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz -Seda, P. E. C. CALCULATIONS • • • • • 0000.. 0000 1. Anchor verification calculations and structural analysis, compl fing'vyith F9 :10109 • prepared by Al Farooq Corporation, dated 03/30/12 and last rev, o&Qn Jima 4, 2012 • • ; signed and sealed by Javad Ahmad, P.E. 0 0 0: 0 0 • • • • • • ••• 2. Glazing complies w/ ASTME- 1300 -02 & -04. • 000000 • . 0000. 0000 • D. QUALITY ASSURANCE • 0000 . • • • • 00000 .....� 0000.. • 1. Miami Dade Department of Permitting, Environment, and RegutdtoryA,ffairs WERA). • • 0000.. E. MATERIAL CERTIFICATIONS 0 • 06:9 0000.. • 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemovrl & Co.,14e' for 0 their "Butacite ® PVB interlayer ", expiring on 12/11/16. 0 2. Notice of Acceptance No. 11-0325.05 for "Saflex clear & color interlayer" issued to Solutia Inc., expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by Al Farooq Corporation, dated 03/30/12, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz -Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal, dated 10/14/11 and 02 -21 -12 approved byP ERA ` i Ishaq L Chanda, P.E. Product Control Examiner NOA No 12- 0402.03 Expiration Date: July 19, 2017 Approval Date: July 19, 2012 E -1 SERIES 600 1UJMLNUM 00SWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. SINGLE AND DOUBLE LEAF DOORS WITH SIDELRES SEE SHEET 3. LOWER VALUES FROM SIDEUTE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ISY OR 2BY 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 No' UM' TO S'lEEL/tAETAI, SCREWS, THAT COME INTO CONTACT WITH OTHER DlSSMIAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. i 18' HEAT STREN'0. GLASS 3/IW HEAT STREWD. GLASS �v .090° INTERLAYER .090" INTERAYER BUTAOTE PVB BY 'DUPONT' BUTACTE PV2 BY'OUPONT' Z' i/8° HEAT STREN'D. (-ASS 3/18° FEAT STREWD. GLASS k' SILICONE ' SILICONE )S DOW CORNING 899 ra3� DOW CORNING; 899 28 28 m 14 SETTING BLOCKS AT LAM. GLASS Z OOO RECD. FOR WIDTHS EXCEEDING 38' ONLY g g _. ••• ` NOTCH GLAZING BEAD LEO TO eAl F5 GJASS TYPE 'G2' Q�eca TVPE 'Ca' U 118" TEMP. GLASS 5/18° AIR SPACE g _ 1/8" HEAT STREN'0. 1 -ASS 680° INTERLAYER W SAFLEX LUG BY 'SOLUTIA' 1/8° HEAT STIiENb. GLASS SILICONE CORNING 898 z -G s 26 ST. STEEL �, v m METAL SPACER yyy111 \m 1S r WrnW ` m� 3s SILICONE \ / SETTING BLOCKS AT WSUL IAN. GLASS _ NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLASS TYPE 'G9' ei �IIN 1dMlb n A a g drawing no. W12 -08 • • • • • • • • • • THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. E VYAD SHUTTERS ARE NOT REQUIRED. T�oeea • �IIN 1dMlb n A a g drawing no. W12 -08 • • • ••• • • • • �IIN 1dMlb n A a g drawing no. W12 -08 I 39 314" MAX FRAME WIDTH 12° S° MAX � r Hml EAD /SILL A COMERS I SILL I LOCO OPTIONS �SEE SHEET 7 a 9 =%n ED 28 15/18° z'f MAY DEC BE USED D D.L. O M 10 MAY BE U 37" MAX LEAF WIDTH (X) DOORS LOAD CAPACITY - PSF SINGLE DOM X) DOOR DIMS. LAMMATED GLASS FRAME I LEAF 1 FRAME W.(+) I .( -) WID1t1 WIDTH HEIGHT 39 -3/4" 37" 1 98° 1 70.0 1 75.0 78" MAX FRAME WIDTH HEAD k SILL ANCHORS AT STILE ENDS } AT 3^ 0.G tY 5' MAX N �� A `�I I i 1 f� 1 \ if / II / II n / u La1sc DTI \ II II \ 11 u 1 II \ I \ acrr� I LOCO OPTIONS �SEE SHEET 7 a 9 =%n ED 28 15/18° z'f MAY DEC BE USED D D.L. O M 10 MAY BE U 37" MAX LEAF WIDTH (X) DOORS LOAD CAPACITY - PSF SINGLE DOM X) DOOR DIMS. LAMMATED GLASS FRAME I LEAF 1 FRAME W.(+) I .( -) WID1t1 WIDTH HEIGHT 39 -3/4" 37" 1 98° 1 70.0 1 75.0 78" MAX FRAME WIDTH HEAD k SILL ANCHORS AT STILE ENDS } AT 3^ 0.G tY 5' MAX N �� A `�I I i 1 \ (X) DOORS LOAD CAPACITY - PSF SINGLE DOM X) DOOR DIMS. LAMMATED GLASS FRAME I LEAF 1 FRAME W.(+) I .( -) WID1t1 WIDTH HEIGHT 39 -3/4" 37" 1 98° 1 70.0 1 75.0 78" MAX FRAME WIDTH HEAD k SILL ANCHORS AT STILE ENDS } AT 3^ 0.G tY 5' MAX N �� A `�I I i 1 \ 78" MAX FRAME WIDTH HEAD k SILL ANCHORS AT STILE ENDS } AT 3^ 0.G tY 5' MAX N �� A `�I I i St1RFACE APW.IED 9 3 FALSE SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED (XX) DOORS LOAD CAPACITY - PSF DOUBLE (X%) DOOR D1M3. LAMEWATED GIASS- I FRMff LFAF FRAME M(.) INT.(-) WIDTH WN1TH HEIGHT 78^ 1 37° 1 98° 70.0 1 75.0 GLASS D.LO. DIMS. • • • ; ; • . • • • • • • D.L0. HEIGHT FRAME HEIGHT - •13125 • • • • • • • D.L.O. WIDTH (X DOORS) FRAME WIDTH - 12.813° D.L.O. WIDTH ()(X DOORS) m (FRAME WIDTH - 22.1257/2 • •� . • . ..... M o a 8 pA� m 4za 411,0 n +n 5�t W m �l NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 —DEC -219 FtA P 83839M2 gg .� 61�k JUN p =M9- 82pL7 1 \ n / u La1sc DTI u of u\ / / SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED (XX) DOORS LOAD CAPACITY - PSF DOUBLE (X%) DOOR D1M3. LAMEWATED GIASS- I FRMff LFAF FRAME M(.) INT.(-) WIDTH WN1TH HEIGHT 78^ 1 37° 1 98° 70.0 1 75.0 GLASS D.LO. DIMS. • • • ; ; • . • • • • • • D.L0. HEIGHT FRAME HEIGHT - •13125 • • • • • • • D.L.O. WIDTH (X DOORS) FRAME WIDTH - 12.813° D.L.O. WIDTH ()(X DOORS) m (FRAME WIDTH - 22.1257/2 • •� . • . ..... M o a 8 pA� m 4za 411,0 n +n 5�t W m �l NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 —DEC -219 FtA P 83839M2 gg .� 61�k JUN p =M9- 82pL7 GLASS D.LO. DIMS. • • • ; ; • . • • • • • • D.L0. HEIGHT FRAME HEIGHT - •13125 • • • • • • • D.L.O. WIDTH (X DOORS) FRAME WIDTH - 12.813° D.L.O. WIDTH ()(X DOORS) m (FRAME WIDTH - 22.1257/2 • •� . • . ..... M o a 8 pA� m 4za 411,0 n +n 5�t W m �l NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 —DEC -219 FtA P 83839M2 gg .� 61�k JUN p =M9- 82pL7 M o a 8 pA� m 4za 411,0 n +n 5�t W m �l NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 —DEC -219 FtA P 83839M2 gg .� 61�k JUN p =M9- 82pL7 NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 —DEC -219 FtA P 83839M2 gg .� 61�k JUN p =M9- 82pL7 DESIGN WAD CAPACI97 - PSF SAUTES WITH SWSLE OR DOUBLE LEW DOORS (SEE NOTE 11102111) SIDELITE FRAME WIDTH INCHES SIDEUTE FRAYS FID" INCmm VMODT REWFORCING WITR RIMOTIRCIING W.( +) INT.(-) EXT.( +) -.( -) 24 30 36 37 42 82 70.0 no 70.0 7&0 70.0 7 110 70.0 7&0 70.0 75.0 70.0 750 70.0 75.0 70.0 75O 81.7 65.1 51.7 55.1 24 30 36 37 42 Be 70.0 75.0 70.0 75.0 70.0 75.0 70XO 75.0 70.0 7&0 70.0 75.0 70.0 7&0 70.0 75.0 61.7 55.1 51.7 55.1 24 30 35 37 92 70.0 7" 70.0 75.0 69A 698 70.0 7&0 64.1 54.1 70.0 75.0 613 530 70.0 75.0 EASZ453.9 70.0 7 &0 57.8 Tao 75.0 53.1 70.0 7 &o 52.4 70A 7SA NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. GLASS D.L.O. DIMS, D.L.O. HEIGHT (SIDELITE) - FRAME HEIGHT - 11.000° D.L.O. WIDTH (SIDEUTE) - FRAME WIDTH - 4.438° BE HEAD do SILL ANCHORS AT STILE ENDS 12° CLUSTER OF (4) AT 3° O.C. 4) ANCHORS AT HEAD/SILL 12° 3. MAX SILL it II 11 I I JL u u ) II 11 II iIy - T�i u u n n u n - -fit-" / n 011 / 11 u G 32 SIDELITE FRAME WIDTH •• ••• • • • • • •• • •• • • • • ••• • 1 I 1 1 1 1 1 I 25 15/15° 25 15/15' O.L OPG. D.L. OPG. 37' LEAF WIDTH (OXXO) Onk CAM nA PEPE. 8 70m . ... . ... . . NA }� •i i • i i i • Glii C:PtCIT1 €S ON THIS SHEET ARE • • • • • • • BASES ON RSTM E1300 -04 (3 SEC. GUSTS) 8 Z�72 • AND ItLORIDA BUILDING COMMISSION JU% DECLARATORY STATEMENT DCA05- DEC -219 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I r C / �8 iG A YY Q U N m P M O I °a $E 4 s draWing no. W12 -08 I I 11 I I II 1 1 II I 1 II II 1 1 I I \ / u\ I n I I I I , 1 AcTn� 1 I 1 1 1 1 1 I 25 15/15° 25 15/15' O.L OPG. D.L. OPG. 37' LEAF WIDTH (OXXO) Onk CAM nA PEPE. 8 70m . ... . ... . . NA }� •i i • i i i • Glii C:PtCIT1 €S ON THIS SHEET ARE • • • • • • • BASES ON RSTM E1300 -04 (3 SEC. GUSTS) 8 Z�72 • AND ItLORIDA BUILDING COMMISSION JU% DECLARATORY STATEMENT DCA05- DEC -219 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I r C / �8 iG A YY Q U N m P M O I °a $E 4 s draWing no. W12 -08 T' PI I/ THRL.. ..�..,. PEN MAT14ON 28Y WOOD BUCK OR WDOD STRUCTURE SEE NOTE SHEET 1 '7q, WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS, sm ELEv. FoR SPACING 1!4' DUL ULTRACON 8Y '= (Fu -m KSI, Fym1SS Km) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2° MIN. PENETRA110N INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONIC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY 014 SMS OR SELF DRILLING SQ= (GRADE 2 CRS) Wid M[W- WEPCOUORY PPPFKKDOMUUJONS (MIN. THK. = 1/8°) INTO METIL fttTI1RE j i • i 6TEEL m b/Bi THK. MIN• (Fp a36 MSI MIN.) ALdMINUhr : 1/8• 1NIIM (663 -Tt! MIN.) •(SiEEL• I�PCONtALT WITH ALt I UI� TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANT E • INTQ•CQNCREfE•AND*WGNRY a- 2 -1/7 MIN. • INTO•WOOD SORU11TURL• = 1" MIN. • • 0.OINTOO AET/%. 4RLtrrURC _ -/4i 11t• • i • •• • • •• • • • •CONOIIETE AT HIMI). SR.L•OR JAMBS I* a 3800 PSI MIN, C-90 HOLLOW /FILLED BLOCK AT JAMBS Pm m 2000 PSI MIN. ••• • • • • • • ••• • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• i N z 0 P� a yryj �uM VW 3,oM o On $gym M e am log n, N • 2 DOOR DETAILS c E"r '° s FL4. CA P>: $33882 JU1d $ 8 2012 drawing "o. W12 —Q8 sheet 4 of g TYPICAL FOR 1/4' MAX-, 91161. . TYPICAL ANCHORS all ,DRS LOCK OPnONS SEE SHEET 7 CONCEALED FLUSH SOTS O CONCEALED FLUSH SOL.TS LEVERS AT 6190E FACE OF STILE- ILEYERS AT STIIE FACE �� 1r � � 'LD 1 9 D.L.O. 19 $blov 0 Co g� n .s illl EXTERIOR • • • • • • • • • • • LEAF YADTH • • • DOUBLi DOOR MRA6EWMIH • x al - •M4 DOOR DETAIS ... . • • . ... . . . . . • . . . . . • • •. .. • • • .. .• JUN 2 S NOTE 1 a c TYPICAL ANCHORS F m PA SPACNG $ n � droving no. W12 -08 TYPICAL ANCHORS °. SEE ELEV. FOR SPACING . Z 21 1 FDRaND O p12 s►1S O ,e AS REOD. ENDS H AT S' FROM SEE SIffET 3 ^ AND 11° 0. C. MAX. S g 3 WIN II 41 048 18 O10. 9 D.LO. EXTERIOR I LEAF WIDTH • • • • • • • • • UNIT FRAME WIDTH Engr. 4WAD AXMAD L CIVIL l • • • • • • s • • • • • •• • • •• • • • SIDELITE DETAILS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • z ON a� N ry to �p M z # W8 Ia n g drawing no. W12 —Q8 LOCKS: OPTION A1: ACTIVE 4 POINT LOCK ASSEMBLY 01.01-6007 BY `INTERLOCK USA fNG' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF 1/2° DIA. THROW BOATS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LON BY 3/8° CONNECTING RODS LOW LOCATED AT 42 -1/2" FROM BOTTOM NAC M LEAF: 2 POINT LOCK ASSEMBLY BY INTERLOCK USA INC.' 1/2° OIL. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCK BY 31B' CONNECTING RODS LOCK LOCATED AT 42 -1/2" FROM BOTTOM OEM A2• ACOVE LEAF: CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 890 BY 'KWIKSEr LOCATED AT 39 -1/4° FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44 -3/4' FROM BOTTOM CONCEALED FLUSH BOLTS BY *SULLIVAN & ASSOC.' 1/2° X 2° THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED 014 STILE FACE LOCATED AT 10 -5/8° FROM TOP AND BOTTOM LOCK FASTENED TO STILE VATH (2) 88-32 X 1/2° FH MS cec; CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2° X 2- THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10 -5/8- FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) 86-32 X 1/2° FH MS NOTE: LOCKS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. TTSM 8 PART 8 FM. D88CFVTtON MATERIAL MANP. /80PPIdBN/R9mAw 1 E801 DOM FRAME HEAD /SILL 8083 -T8 - 2 E602 FRAME COVER 6083 -18 3 E003 DOOR FRAME JAMB 8083 -78 4 E804 - SIDEUTE TOP & BOTTOM FRAME 8083 -T8 - . 4A E626 - SIDEUTE 0 BOTTOM FRAME 8083 -TB - S E605 - SIDEUTE FRAME JAMB 6063 -76 - a E606 - SIDEUTE SUP ON JAMB 6083 -T8 - 7 E - LEAF TOP & 80170M RAIL 8063 -T8 - 7A E828 - LEAF 9° BOTTOM RNL 6063 -T6 - 8 E608 - LEAF W'STRIP ADAPTER 6063 -TB - 9 E600 - LEAF HINGE STILE 6083 -T8 - t0 E810 LEAF LOCK STILE 6083 -T6 - 11 E61, LEAF ASTRAGAL STILE 6063 -T6 - 12 E612 - LEAF ALIGNMENT BRACKET 6063 -T8 - 13 E613 - LEAF CLAMP 6063 -T8 4-1/4° LONG 13A E813 - HINGE BACK -UP PLATE 8083 -TB I ,2° LONG 14 E614 GLAZING BEAD (5 /,$ WI. MASS) eow-T8 14A E109 GLAZING BEAD (7 /,8" LAM. CLASS) 6063-TO - 15 E616 GLAZING BEAD (NSUL MASS) 6083 -T6 16 E818 - SNAP COVER 6083 -T8 - 17 E613 - I SOLT SUPPORT 6063 -TS NOT SHMMN 18 AS REOD. jS=UlE MULLION REINFORCING ww-T8 19 FO -107 3/ LEAF BUTT HINGES ALUMINUM SULUVAN & ASSOC. 20 F81202 - FLUSH BOLT LEVER - SULLIVAN & ASSOC. 21 FOR914SS CONCEALED FLUSH BOLT ROD ST STEEL. SULLIVAN & ASSOC. 22 812 SMS AS REDD FRAME ABLY SCREWS - - 23 812 X 3/4" - HINGE INSTALLATION FASTENERS - FH SMS 24 - - 318° DIA. THREADED ROD STEEL - 25 W11323 - PILE W'STRIPPNG WOOL ULTRAFAB 26 E20618 -KN -3020 - BLAB W'STRIPPNG SANTORREIN£ EPOM 27 E208 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB 28 GLASS SPACER SILICONE FRANK LOWE RUBBER 00. 29 E622 FLUSH BOLT CUP NYLON - 30 DLOIRC BLACK SOLT SUPPORT am POLYEftfYLENEI INTERLOCK 31 DLOIWB WHITE BOLT SUPPORT &ACK POL.YEGHYLENE ACME PLASTIC W #10 13/4' TER 2/ ADAP FH SELF DRUM SCREWS - - 34 1 2/ UTE SMNO BLOCK, 1/4' X 1/Y X 4° LONG EPMJ AT B° FROM EACH ENO, OUROMETER 65tS 35 1 2/ LRE SETTING BLACK, 1/4° X 3/4° X 4° LONG EPDM AT 6° FROM EACH END, OUROM£TER 66t$ HINGES • • • • • • 3-1/2° X 7 -5 /e° X.122" THK. EXTRUDED AZJUM•HWft • • PART 8FD -107 BY SULLIVAN & X'OC. • • • • • • 3 HINGES PER LEAF BOTTOM HINGE AT 10 -1/4° FROM BOTTOM TOP HINGE AT 11 -3/4° FROM TOP CENTER HINGE AT MIDS°AN O.000AUk.) • 8:0 HINGES FASTENED ,8TH 810 , •FH * i • • (S) SCREWS AT HINGE STILE• • • • • • • (6) SCREWS AT FRAME JAMB • • • • • • • SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. • • • •fllM Z • •IL.�it' ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CVI. F � 9 iD692 o �q cj 8 O a OHIO J V1 O g cZC ffi S - a° s W GO n 0 :f a imping no. W12 -08 4.000 �oTe .078 4.031 1.790 •919 1 °� .394 JL- -I .803 .045 .603 .090 `{ 1,047 Fes- 1.047 � f° -•130 1 .803 .045 1.172 �v N JIM y� e�1 .829 1.8129 1 Z rrQ iG I_JL 4.790 2.082 -d t DOOR FRAME HEAD /SILL 7 LEAF 1.907 -�i TOP /BOTTOM RAIL to GLAZING BEAD GLAZING BEAD 9/18° GLASS 7/10° GLASS 7.507 � t9 GLAZING BEAD INSUL GLASS f�i c a � n W a s G C$ 4 4.000 1.629 .078 6.719 �g 4,781 .tl76 1.780 7 t!e 4,000 1 8.29 0 7.931 i' � .372 I LEAF HINGESTILE .062 9.344 4.000 0 SIDEUTE 1.907 t.790 TOP & BOTTOM FRAME a I II LEAF W STRIP ADAPTER as 3i2 .442 ` Ciei .,� �lsli nt 7 ly )t � •�. �• 4� gg ffi W O 5"�i � Z ^ 4 z t,TSO 2.081 '• ,� .329 .076�� _�- .076 7A 9° BOTTOM RAIL 12 1'584 , � a 0 W rn� U 612 t0 LEAF LOCK STILE t.907 LEAF ALIGNMENT BRACKET . .287 .078 .078 208 a FRAME COVER .379 �y �j ° Ia -,867 I pgp t.t97 .154 I� .7 1. 7.790 3.T t9 .078 t.9]4 .729 .PI_._ 3.78 1 2 � 4.000 tt is LEAF CLAMP 19 SNAP COVER LEAF ASTRAGAL STILE 9,�0 8281 HINGE BACK-UP PLATE �m ° H r1.500 .625 T.500 •719 ••• • • • • • • •• • • • • • • • • • • •• • • • • • 1 I°� 150 - I ,719 tB SIDEUTE MULLION REINFORCING • JAVAO E 4.000 � .078 .078 4.000 • • • • • • � • • • • • • • • 4.188 • • �. 7.M 2 2.�T 1.507 1 • • • • • • • O • • ° °� • i i •076 JUN 2 2012 dmwin no. W12-08 ahset 8 of g 3 DOOR FRAME JAMB 9 SIDEUTE FRAME JAMB SIDELITE 9° BOTTOM FRAME $ SIDEUTE SUP ON JAMB ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • HSIA�", LEAF CORNER 22 .. ... . . . . . .. • ....... . ......... . .. ... .. . .... • •• • • •• • • • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • NJz F 6 VVVVR�y'Sy a"f' fG��C Ul aho � g O Z_ # i, IN �z 18W�o� sgr JAVAP AMW �+ FLIK$7 n CAN. ems 2012 dg W!, - 1 7 MIAMI•DADE IMAH DADE COUNN ♦ PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www m1amidade.eov /econ -om Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other area where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Eco —Guard 500" Outswing Aluminum Casement Window — L.M.r; e e 0*0* soeeee APPROVAL DOCUMENT: Drawing No. W11 -05, titled "'"00 Alum. OutswiftCa&ment WAwo (L .i.) ", sheets 1 through 6 of 6, dated 02/23/11, with revision C dated 01 /11 /13, prepared by Ai4arooq • • • • 6 M • Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami —Dade Cdtttlt Vroduct Ccmtrol ; • • •; Revision stamp with the Notice of Acceptance number and expiration date by the 11IrM%Dade Cmvft • • Product Control Section. • 0000.. 0000 0000. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant **"*so * " a G' *000 0 Geese* e LABELING: Each unit shall bear a permanent label with the manufacturers lr 6w br logo, dity, state, G modei/series, and following statement "Miami-Dade County Product Control Approvjd", un AkerIvise • noted herein. ' G **CIO 0 RENEWAL of this NOA shall be considered after a renewal application has been filed and tip 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. ADVERTISEMEN'P: The NOA number preceded by the words Miami Dado County, Florida, and fc llotived 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 NOAH 12- 0223.27 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. Eco window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W11-05, titled "S -500 Alum. Outswing Casement Wdw. (L.M.L) ", sheets 1 through 6 of 6, dated 02/23/11 with revision C dated 01/11/13, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, 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 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a casement window, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. HETI -10 3140, HETI -10 3141, HETI -10 3142, HETI 10 3143 and HETI 10 -3144, dated 12/29 - 30/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA #11- 0309.06) 000000 . . .... ...... C. CALCULATIONS " "" ....... . ...... 1. Anchor verification calculations and structural analysis, complYj4j �vyith F� • 2007, • prepared by Al- Farooq Corporation, dated 03/01A 1, signed and, sealed bydaved ; • • • •; Ahmad, P. E. (Submitted under NOA #11- 0309.06) 00000'0 .... :so*** ..... 2. Glazing complies with ASTM B1300 -04 .... .... ...... D. QUALITY ASSURANCE • . . . . ...... 1. Miami Dade Department of Regulatory and Economic Resources (1Z.ER) : • • • • • • • • .. . .... E. MATERIAL CERTIFICATIONS • •' • 1. Notice of Acceptance No. 11-0624.01 issued to EX DuPont DeNemours & Co., Inc. for their i`DuPont Butacite@ PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated January 27, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA #12~0223.27) G. OTHER 1. Notice of Acceptance No. 12-0223.27, issued to Eco Window Systems, LLC for their Series "500 ECO- Guard" Outswing Aluminum Casement Window -- L.M approved on 05/03/12 and expiring on 05/19/16 Manual P, P. . Product Control xamin r NOA No. . 7 Expiration Date: May 19, 2016 Approval Date: May 02, 2013 E -1 HEN SrREWD. MASS A80 MTERaAYER 9UTACTE PVr BY 'DUPOKV r-1/8" HEAT STW'D. MASS TEMP. MASS •3/8' MR SPACE r-1/8" HEN StREWD. GLASS PUe By louPomr HEN STREN'D. GLASS 1 lDj _ _!ft i , 1 LIJJLN 1 AIRMLK APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINOM OF CASmT /CASMT OR CASEMENT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING Wh(I —OADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. . THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE SITS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HMZ). WOOD I3 M BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHAD. BE AS MM SPAMD AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SMALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR IAAD = 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. MAXW4S INCLUDING BUT NOT LIMITED TO 5TEEL /METAL SCREWS, THAT . COAL INTO CONTACT WITH OTHER DISSIMIU�R MATERUILS SFIAALL MEET THE REQUIREMENTS OF THE FuW4DA KOG. CODE SECTION 20039.4. a" ,9 SETTB'Ri BLOCKS AT INSt)L. LAW. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLACKS 8 POINT LOCK SEE CHART WW HEIGHT tW� TYPICAL EL�1jATION UPTO N SASH 28" 2 38-3 8" 3 90-8 8° 4 8 78" 8 It" IMUM DESIGN LOAD RATING o + 70.0 PSF 18w SM= OR SMALLER) - 75.0 PSF Q�V F� Igo ee V P cy - Q sot ([((�q� J S$ �mJ Sgit LfZ4y c� Igo! a ^ C2 • • • i • • i i i i . i • • THESE WINDOWS ARE RATED PoR LARGE & SMALL MISSILE IMPACT. • • • • • • • • • SHUTTERS ARE NOT REQUIRED. _ V,.. PRODUCTBBYMED i3 A FLA PEE 70M s fq� 8•Ft0t499 • • • • • • • • • • Aeeeptw=Abk 0 • • • • • • • • IonDNa 9 • • • • • • TE' •c44,nii 44 THIS SHEET ARE drawing no. • eLSED ON AM %moo -04 (3 SEC. GUSTS) W11 -05 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -00-219 sheet 1 B •• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WOOD BUCKS AND METAL STRUCTURE NOT BY EGO WDW. MUST SUSTAIN LOADS IMPOSED BY OtAZING SYSTEM AND TRANSFER THEM TO THE BUILDING ••• S TR UCTURE. F i:o • • • • •, • . • • .• .•... . ... • •• • • • •• •• ••• • • • ••• • • 'T YP'ICAL ANCHO$g SEE El". FOR Sums 1!4° OIA, TAPC0151_BY W (Fum120 KSI. Fy-O 10) I a ML LL TRAM W 'ELCO' (Fu -177 K9. "189 KSQ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN, E)48£D INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY t -1/4° MIN. EMBED INTO CONC. OR MASONRY 04 SMS OR SI F DRILLING (GRACE 2 Gas) INTO METAL STRUCTURES STEEL : 1/8° THK. MIN. (Fy m 36 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (6063 —TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) J12 SMS OR SELF OR(LLING —SCREWS (MM 2 CF4 INTO MIAMI --DADE COUNTY APPROVED MULLKINS (MIN. THK. (NO SLIM SPACE) TYPICAL EDGE Drcare eNCc INTO CONCRETE AND MASONRY — 2° MIN. INTO WOOD STRUCTURE ® 1° MIN. INTO METAL STRUCTURE - 3/4° MIN. CONCRETE AT BEAD. SILL OR JAMBS V9 - 30W PSI MIN. C -20 HOUAW/FI.LEO BLOCK AT JAMBS Pm m 2000 PSI MIN. ;T70M a Zoii 0 s ; . Wo+g 8 •� � is r, vil,i , no. W19 -05 • . . .•• • . . . • • • . . . . . •• •. . • . .. .. ... . . • 000 0 0 , /a- Baas IT SKNS , /a' MAY. Dc F 1 TYPICAL Aq ELEV. __ ______ °.. � SPACM d . o FOR WMM -_ N Jr— METAL STRLqmw Qo 7 ,8Y P ripm AIDS el e EXTERIOR FOR SPACM wow Wow MtkW-MAUE COUNTY MULUGH Z APPRWM SM T Z SM ELEV. FOR SPACING dJv • n r wob PRODUMREVS Eflgfl .44YA N�B..C�O�IUyQ�a�f� tY�SI,$0 iJ,i• L owe ... . • • • • .. • • . • .... . • • • • • •• • • •• • • • • p�q df.Wltlg Sp, ' ja 15 W11 -05 �n or s • . . .•• • . . . • • • . . . . . •• •. . • . .. .. ... . . • 000 0 0 1 u�- � Cn m TYPICAL SEE aV. FOR 0 rsm-r-t - Ht L�-�ii m wm -mw cwm APPROVER YULLM & 4-um M CHM SEE SEPARATE ROA 4 t"1 — ALT. ° � d . ..... . ... . • •• • . . .. .. .... . . • .... . 15 %..V d R a a� e �n �n o J m� draining m Wl 1 -05 s e TYPICAL ANCHORS '°e '• .� SEE : SM. FOR SPACES, ,e •• ••• • • • • • • .. ... .. . .... TNSTAir AnON DETAUS VrM FLUSH FRAME ADAPTER . ... . ... . . ••• • • • • ••• • • • • • • • • • • • • • • • •• • • •• • • • . ..... . ... . • •• • . . .. .. .... . . • .... . 15 %..V d R a a� e �n �n o J m� draining m Wl 1 -05 a.68s vENS .oe2 .819 .788 2.811 SO A44 18 FLUSH FRAME ADAPTER 1.047 1.740 GLAZING BEAD (LAM. GLASS) .483 .130 i� 843 04g .aB3 tan GLAZING BEAD (INSUL. LAM. GLASS) t4 CORNER KEY 248 .248 . -.120 .780 .724 k- t.aee�.f� SNUBBER - -VENT I CA) SNUBBER - FRAME nwl PMLT 0 ROA1t1LTY BBBClBPT10N LTA768U16 mm. /80Pt'6ffiR/3BMARHB 1 E801 4 FRAME WJQISWJAM 8083 -T8 - 2 Em 4 Non 8003 -78 - 3 FY108 AS FM OLAZMO BEAD (WJ. GA" 8063 -T8 - 3A E508 AS REMO. CLAM BEAD MUL LAM. Gib) 6063 -T8 - 4 ON AS REDO. SNUBBER - VEW. FULL LENOTH 8063 -T8 - 4A am M SNUBBER - FRAME. FULL LF]L01H 8063 -78 - S E0m L SCREEN FRAME 8063 -T8 - 7 110 X 1 -1/4' AD. FRAME AND VOU ASSEM&.Y SCREWS - H WM SMS 40. BULB �. OuRcu ffR 65 SMROPRENE ULTRAFAS =3 . SAO BULB. OUROMEM 88 SAIGOPRERE ULYWAS 38.12MAN NT 4 BAR MUM. AT TOP AND BOTTOM SIM TRUTH. MBTALLEO WRH (2) 110 X 5/8' SOS 1308892 M&TI POW LOCK SI M EAMAX TRUTH r12E203 - ENT d2/ KEEPER MUL - - NT ROTO WWWOR 7A1 WSTL TRUTH PSA4_SS RMER FRAME/YENF CORNER REY SL Sfiil. - FY120 DO. FLUSH FRAME ADAPTER 8063-T8 OP1om 8 AHR SAO SXAIE RTL�1 M&M 17 /f0 X 1 -1/4' ATE FN SOS SKATE SC M 18 %8 X 3/4' FH SUB SNUBBER SCANS M PRUS 2' APART. PARIS SPAC® AT 7-3/4' O.C18 11E SEn= BLOCK. 3118' X 3/4' X 4' LONG NEOPRENE AT 6' FROM EACH ENO. OILIER 88 20 FLB -SO WM SPACER - 1/B' 801 mm=, FRANK LOWS SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHN EE- MOREHEAD SM5504 SEAM SEALER. PARBMEfER CAULKING SICAFLEX 15W ON EXTERIOR ONLY. LOCKS: MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' AT FRAME JAMB LOCK OPERATOR #24.33.)X.004 AT 8 -1/2' FROM SILL FASTENED TO JAMS WITH (2) #10 X 5/8' SMS. LOCK @AR SECURED TO JAS WITH LOCK GUIDES 033489.00.0001 SPACED AT 12 -3/4' O.C. MAX. EACH GUIDE FASTENED WITH (2) #10 X 1- P PH SMS STAINLESS STEEL KEEPERS j31984.92 AT VENT EACH FASTENED WITH (2) g10 X 518° P FH SMS SEE CHART ON SHEET 1 FOR QUANTITIES HINGES: 4 BAR ST /ST HINGES #35.12.00.400 13Y 'TRUTH' LOCATED AT TOP AND BOTTOM CORNERS FASTENED WITH (2) 010 X 5/8' P PH SELF DRUM SCREWS OPERATM : • • go: • • • • • SINGLE ARM ROTO bPERAM #152.90.002 OY WTHP. • LOCATED AT' L FASTENED WITH (6) X10.7 1. P•PTi ;go MS • • •• OPERATOR TRACK #30175 AT BOTTOM RAIL FASTENED WITH (2 ) #10 X L" P PH SMS . 000 • ••• . . ANTI -SAQ: OUTAS: i i i i•• i i VINYL ANTI -SAG &KATL B?'t4M :-IAS'ZV • • • • • �2) AT LOCK STWE A306-3/4" RROM TOP/BOTTOM luL••. 1) AT 8DTTOM RAIL AT 4- FROM LOCK STILE EACH FASTENED WITH (2) #10 X 1 -1/4' P FH SOS. iii • • • • ••• • • • • • • • • • • • • • • • . • • • • • •• •• • • • •• •• �l to a a 8 A a �� I ild 1011 S W i ce h_ p V1 a ° °z Z Wm� dr.." 6. wl 1 -05 Y V z IL lop � zo S o z LU NEI L VENT CORNER FRAME CORNER 1019 �' tamplybagwFOtYl�ild0 � ,� pt 705't BaUdi�Onde • •. • • •. • • • +lccept.roat�° O .. .. .. Sim :. t • � � • • • W17 -05 sheet t3 or 6 . ..... . .. . . .... .. . .. .. .... . . .... . I