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WS-13-1917 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-204577 Permit Number: WS-8-13-1917 Scheduled Inspection Date: December 17,2013 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: , Work Classification: Window/Door Replacement Job Address: 1260 NE 98 Street Miami Shores,FL 33138- Phone Number Parcel Number 1132050090320 Project: <NONE> Contractor: SUPERIOR REPLACEMENT WINDOW Phone: (305)256-1411 Building Department Comments REPLACE 13 WINDOWS AND 3 DOORS Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed % CREATED AS REINSPECTION FOR INSP-201525. CREATED AS REINSPECTION FOR INSP-197864.Tap cons on doors not per NOA No access, no one home Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. December 16,2013 For Inspections please call: (305)762-4949 Page 24 of 30 NOTICE OF COMMENCEMENT DID l k 28787 Ps 2¢25$ (1P9) A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION RECORDED 08/23/2013 10434:38 HARVEY RUVINt CLERK OF COURT MIAMI—DADE COUNTY: FLORIDA PERMIT NO. TAX FOLIO NO. LAST PAGE STATE OF FLORIDA COUNTY OF MIAMI-DADE THE UNDERSIGNED hereby gives notice that improvement 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. I.Legal description of property and street address: ;y�4ti �A 2.General description of improvement r `a 3.Owner(s)name and address1�1 _ 331 3 In erest in property off! N me and address of fee simple titleholder(if other than owner): 4., ontractor's name,address,and hone nu r. be , �t S.:•.rety.(Payment bo d IV191red by owner from contractor,9 any) Nat a and address: Am.•jnt of bond:$ CO Me Y CERTIFY that this u 0— CO 6.U der's name,address,and phone number. t t s n 7.Pe ons within the State of Florida designated by Ownerape oS r__ other cJttnts may be se ` by on 713,1 (1)(a)7.,Florida Statutes: IT NE S Y hand OHil Seat. NamE,address,and phone number. IARV K.of v &In,.:dition to himself or herself,Owner designates the Powl pe (s)to receive a copy of the Lienor's Notice n Section 713.1 (1)(b),Florida Statutes: h Nam, address,and phone number. 9.E.,iration date of the Notice of Commencement(the expiration date is I year from the date of recording unless a different date is spe:Red): V kRNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF C�)MMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, V:.ORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A V OTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST F ISPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY. E :FORE MMENCING WORK OR RECORDING YOUR NOTICE OF CO CEMENT. Si of Owner or Owner's Authorized Officer/Director/Partner/Manager Si tory's Title/Office P•nt Name ,r m f 2 T+a foregoing instrument was acknowledged before me this :� day of r>� ,20 l J ,by (type f authority,e.g.officer,trustee,attorney in fact)for as (name of party on behalf of whom i st�runme�nt executed). Wly Known OR oduc entrficataon Type of Identification Produced: 7 r l `� Print,Type,or Stamp Si a of Notary Public– m of Florida Commissioned Namey�' ;;wki, VMIMVIi W of Notary Public III MY CglN S91ON FF i VERIFICATION PURSUANT TO SECTION 92 52S FLORIDA STATUTES. i°'+��t�dF AotdedlAtttNOYStNtticre Urju ry,I dat 1 have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. Nerson ove Turn O ver for Instructions a AN §,\ Miami Shores Village A Building Department uG 3 (� 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 _ Tel:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)7766,2.44949 BUILDING4 1 �'`�'° eimit No. PERMIT APPLICATION Master Permit N _ FBC 20 Permit Type:BUILDING ROOFING OWNER:Name(Fee Simple Titleholder): -dQ VN�'1 It. {k;-,tj:a Phone#: 3`J S '�'�'-� �'A Address: 12-Ce J_ N F R 90-tW W-esr-t- City: M t CA tint State:—f E- Zip: 3 3 1 3 Tenant/Ussee Name: Phone#: Email: jnyw\ :t�S amle. C'ym JOB ADDRESS: _ k ZCQ 0 NJ C(b City: Miami Shores County: Miami Dade Zip: 3`'313 6 Folio/Parcel#•--%\ `�� °^V C3� ^C�J` va Is the Building Historically Designated:Yes NO y Flood Zone: CONTRACTOR:Company Name: r �' � e � Phone#: 547-3, 1 Address: 1 4 X S© CQ City: .4.-!Lr%Na State: Zip: d Qualifier Name: sc.� (Lzr Phone#:.rk- State Certification or Registration#:Scc\2�I I's, Certificate of Competency M) Contact Phone#:Q&17--I C� Email Address: Q. ,��t�.t�e�w DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$_ ®C`7 Squar4.,4�ear.w, ork: Type of Work: ❑Addition ❑Alteration ❑New r/ lace ❑Demolition Description of Work: 1C^C i Submittal Fee Permit Fee$ CCF$ CO/CC$ Scanning Fee$ J Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ 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 Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me thisaa day of & ,20 1—:5,by 1CMr\ `k --,Q day of ,20 Al,by who is personally known to me or who has produced who i ersonall kn o me or who has produced L— mv,- — As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: , \ NOTARY PUBLIC: /,, tFF02; Sign: d '�(( p,y ftWM&V29,Vi1 Sign: A: k. M, CUIR M*F;R1 Print: J = l & Print r ThN ES:Notmv 12,2016 My Commission Expires: Cl y 9014 My Commission Expires: APPROVED BY t d�b Plans Examiner Zoning b Structural Review Clerk (Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Homeowner John and Roclo Gods Comments Property address 1260 NE 96th st,Miami Shores,FI C O O NEgress n/a n/a n/a n/a 10 Family n/a n/a II p°a EgressO BR#2 Kitchen i N n/a cn w` N 0 3, n/a 3 n Garage -n w=• Bath Livm9 Entry n/a w,a O 13K#3 0°; PO Os S 0 t ` I Bath ^' Au] E ress BR#! O 13 I GDoore `� N/A 0 O 2a,2b,2c,2d 2e Egress Casement n W5-t,3 -7'E R N P i T 4: 4a,412 4c M ami Shores Village N (a APPROVED BY DATE TY N ZONING DEPT For Window/Door type, m• B DG DEPT C dimensions * calculated DPS S W EOT 1'0 CC , 16V ! Wf FH ALL FWE !g see attached chart STATE ANL)C(CUN, HULZS AND REGULATIONS I ` T I . i � I V ° REF.#: w 13-57 Date: 8/13/2013 &15 f • EN G C O, i►1C. Contractor:Superior Window/Door Replacement Engineering Services-CA 8116 14250 SW 136 Street Bay 13 Miami,FL-33186 5595 Orange Drive Suite 201 Job:Gods Residence Davie-Florida-33314 1260 NE 98th Street Tel:(954)585-0304 Fax:(954)585-0305 Miami Shores,FL 33138 Email:Engco@AOL.com Wind Load Calculation for Components and Cladding under ASCE/SEI 7-10(chapter 30) Florida Building Code 2010 Mean Roof Height.(MRH) 15 Feet Low Rise:Buildings with MRH<=60'and MHR<=B Cladding Elevation 15 Feet Minimum Width:(B) 48 Feet Roof Slope k;P'VJP Roof Slope Reduction Factor 1.00 Basic Wind Speed 175 mph Use Figure?26.5-1A or FBC 2010 Risk Category: II Exposure D a Zg (Section 26.7) 11.5 700 Exposure D:Flat,unobstructed areas and water surfaces i Building Type Enclosed ,., ,-- (Fully and Partially Enclosed-Section 26.10) Kd-Table 26.6.1 0.8y 0.85 Use of.85 with Load Combination specified in 2.3 and 2.4 Kz-Table 30.3.1 3 Kh-Table 30.3.1 1.03 Kzt-Section 26.8 1.00 To be used when hill height H>=15' Velocity Pressure(qz) 68.65 Psf qz=0.00256.Kz.Kzt.Kd.V^2 Section 30.3.2 Velocity Pressure( h) 68.65 Psf gh=0.00256.Kh.Kzt.Kd.V^2 Section 30.3.1 Tributary Area 10 ft2 GCpi Int.Pressure) 0.18 -0.18 Section 26.11 GCp(Ext.Pressure) zone 4(+) 1.00 zone 4(-) -1.10 Figure 30.4-1 (walls) zone 5(+) 1.00 zone 5(-) -1.40 Wind load Psf positive negative Psf Psf Wind load combination factor 0.6 0.6 zone 4 48.6 -52.7 zone 5 48.6 -65.1 Zone 5 for units located less than 58"from building giorners End zone(a) 58 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. 8/13/2013 Sheet W 1/1 PEDRO DE FIGUEIREDO,PE 52609 NOT VALID WITHOUT SEAL y z MIAM PRODUCMIAMI-DARE COUNTY T CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) lvliami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE {VOA.) www mlamidade. ova laera Eco Window Systems,LLC 7955 NW 77"Avenue Medby,FL 33166 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 arms where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid der the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in area 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. APPROVAL DOCUMENT:Drawing No.W"-12,titled"Eco-Guard Series-200 Alum.Horiz.Rolling Wdw.(L.M.I.)"sheets 1 through 7 of 7,dated 02/24/09,with revision B dated 01/31/12,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: LABELING: Each unit shall bear a permanent label with the manufacturees name or logo,city,state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature, If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA 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#09-0312.08 and consists of this page I and evidence pages E-1 E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. Expiration Date: May 27,2014 Approval Date: April 26,2012 (x/ 11. Page 1 1 t f Eco Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE EMMM ED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W09-12,titled"Eco-Guard Series-200 Alum.Horiz.Rolling Wdw. (L.M.L)"sheets 1 through 7 of 7,dated 02/14/09,with revision B dated 01/31/12, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS It 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 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08.2226A,dated 01/15/09,signed and sealed by Candido F. Font, P.E. (Submitted underpreviewNOA#49 431208) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 alonk,with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08 22268,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under previous NOA#49-0312.48) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked1up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.BETI-08-2227,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under previous NOA#49431248) 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 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagrams of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.BETI-08-2228A,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under previous.NOA#09-0312.08) Ma uel P.E. Product Contr er NOA No.12-0221.05 .: Expiration Date: May 27,2014 Approval Date: April 26,2012 E-1 1 Eco Windows Svstenis,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coN ump) 5. Test reports on: 1)Large Missile impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.BETI408-2228B,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (SubmWed under previous NOA#09-0312.08) 6. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2229,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under previous NOA#09-031208) 7. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2230A,dated 01/15/09, signed and sealed by Candido F.Font, P.E. (Submitted under previous NOA#09-031208) 8. Test reports on: 1)Large Missile impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.BETI-08-2230B,dated 01/15/09,signed and sealed by Candido F.Pont, P.E. (Submitted under previous NOA#09 0312.08) C.. CALCULATIONS 1. Anchor verification calculations and structural and comparative analysis prepared by Al-Farooq Corporation,complying with FBC-2010,dated 01/27/12,signed and scaled by Javad Ahmed,P.E. 2. Glazing complies with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA) 6Man Per Prodnct Central E NOA No.12- . 5 Expiration Date: May 27,2014 Approval Date: Aprll 26,2012 E-2 r Eeo WindowrsSystenk LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTMCATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont SentryGlas*Interlayer"dated 08/25111,expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to EX DuPont DeNemours&Co.,Inc. for their"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 30,2012,signed and sealed by Javad Ahmad,P.E. 2. Proposal No. 08-1434 issued by BCCO, Product Control, dated October 08, 2008, signed by Renzo Narciso,P.E. (Submitted under preWous NOA#09-4312.0$) G. OTHER 1. Nonce of Acceptance No. 090312.08,issued to Boo Window Systems,LLC.for their "Eco-Guard Series-200"Aluminum Horizontal Rolling Window—L.M.I.,approved on 05/27/09 and expiring on 05/27/14. Manuel Pe Product Control Exa U1. NOA No.12-0 Expiration Date: May 27,2014 Approval Date: April 26,2012 E-3 k 72" WINDOW WIDTH WINDOW WIDTH (� 3 1/2°MAX. q• 3 t/2°MAX. q° 10 8/8°MAX. a� HFAO/S1U. HFAO A N CoRNERB A C6 � Milo FALSE MUNTINS e e MAY SE USEb O. 32 / 32 3/4- 31 0.1 O ( M on GPO. W 38 3/8° 38 7/8° t VENT WIDTH VFSPf WIDRR TYPICAL ELEVATIONS z W"' ECO-GUARD SERIES-20 ALUI14 UN HORIZONTAL ROLLING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER t/8°FIEAT STRl7RD.GLASS 1/B°HEAT STfiE(Rb G1. ASS CHARTS SHOWN ON MEETS 2. APPROVAL APPLIES TO MOLE UNITS OR SIDE BY SIDE 090'INTERIAYER .090"INTERAYER R COMBINAIMM OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER 81%=TE PVB BY'0~ SENTRYGAS BY. . WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING t/8°HEAT SiREN'D. 8"HEAT STREN'D.GU1S3 $ MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. MASS 1/ LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. D CORNING 889 DOW 889 > GE SCS 2000 GE SOS 2000 �S THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA SURLDING CODE INCLUDING HIGH VELOCITY a m HURRICANE ZONE (HVHZ). *em wit WOOD DUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHHALL BE AS LISTED. SP/OED AS SHOWN ON DETAILS,ANCHORS "9r. P1;tRRBVI8�1 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. !' ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS AIRS DO 10 °t Tdo 2��•� NOT PART OF THIS APPROVAL W� A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. Grawing no. MATERIALS INCLUDING BUT NOT lJMlTEO TO AL SCREWS. THAT .•, .�T gs TYPE D COME DNTO CONTACT WITH OTHER OISSIMRnR�SHALL MEET THE W09-12 REQUIREMENTS OF THE FLORIDA SM. CODE SECTION 2003.8.4. GLAZING OPTIONS sheet I oR 7 Dma LOAD CAPAufY-w(M.a OR IX sm WINDOW DIMS. I A W 0 RIM. OIA88 TYPR'A' I DITR RBiNF. oId68 TYPR`9 MY" I HSX11R W0) 1w4-) I EXT,t) W4- 28-1/2` 37° 53-1/8• 74° 28° (3) 4 70.0 80.0 80.0 00.0 4 70.0 804 80.0 90.0 8 70.0 WA 80.0 90A 8 704 80.0 80.0 90.0 28-1/2° 53-1/8° 74• 90.0 4 12 $CA 80.0 WA (3) 109-1/4• 111• (4) Oft 8a0 90.0 a 70.0 no Mo 90.0 a 70.0 80.0 80.0 90.0 26-1/2° 37• 03-1/a• 74° 50-3/8' (4) 4 700 no a0.0 904 4 70.0 8" =0 90.0 8 70.0 80.0 80.0 904 a 70.0 no 80.0 no 28-112` 37° 83-t/8° 74• (5) 4 70.0 BOA 80.0 904 4 88.9 12 no 904 6 70.0 _77.5 70.0 DLO 90.0 a 70.0 7" no 80.4 24• 38• 48 80° 72• i wow�Xley TYPICAL.YS SEE ELEX�SPAM METAL TYPICAL ANCHORS A�� . 1 STRUCTURE SEE ELEV.FOR SPACING W e mull &MULLION ANCHORS S. a e A °, _ 'a d' e p'•• SEE SEPARATE NOA I t 9 ICAL SEE aft FFOR�SPACMKi SEE ELEV.FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ' 0 WEEPHOLES: EUW.FOR WNW Wt - 3/8° X 2-1/4"WEEPHOLES AT EACH END (Fu®120 M,Fy-W 00 a, AND 37° O.C. MAX. t/d" DIA U TRACON BY 'ELCO' (Fn=177 M Fy■135 X9) "Las 0 SEALANT: INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 1-3/8" MIN. PENETRATION INTO WOOD a JOINT SEALER. THRU 18Y BUCKS INTO CONC. OR MASONRY BA 1-1/4° MIN. EMBED INTO CONIC. OR MASONRY C3 DIRECTLY INTO CONC. OR MASONRY . 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY q=, Re 0 g14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) W pa INTO METAL STRUCTURES STEEL : 1/8° THK. MIN. (Fy m 36 KSI MIN.) ALUMINUM : 1/8°THK. MIN. (6083-T8 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) S §14 5 0 L(>$,,ME DRILLING SQ (GRADE 2 CO to is t INTO MIAMI-DARE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") (NO SHIM SPACE) R g a .TYf t-fit---FD:E-DIS A1�P `s 6 18 1 1 GR t3 au IN INTO WOOD STRUCTURE = 1° MIN. � $ O 1 3 a.W INTO METAL STRUCTURE ® 3/4" MIN. $S GI CONCRETE AT HEAD, SILL OR JAMB$CC m 3000 PSI MIN. 1 I C-90 HOLLOW/FILLED BOCK AT.JJJAMBS I'm . �PSI MIN. .06 j 4a . •. a'd a ICt N3S787H8Z' > . raj • •ot ^� -.ap\ u 'a 'e' \'" D Dab •B6 b Y1 PRODMIREVIISID p ,�•.. eQ 1 $ 1 TYPICAL SEE ELEV.A 1 SYT L ANCHORS !� dfowirfg rro.ley a FOR SPACING S= FOR SPACINC Wt W09-12 sneer o�� v V.V 1/4°lIAfL g © © O TYPICAL ANCNO(ffi '+ 1 g 7 g �ENO TYPA;A.HI FOR SPACING 3 — 87R TM 17 a day ^--SCREEN OPT. ----- a � 8 7 iA 4 STEM RE AS RCS 11 1 P 1Mt00D 8UCK8 �, " SEE SHEET a FOR CAPACITY a W14M WIDTH XO LAYOUT SM a&.�'FOR SPACING (j 7/4°1041. Si 1/y.yy� VENT,WETGI VENT WIDTH SHE .� Sm D.L.Om '�) D-L We. TYPICAL ANCHORS �SPACING Ll ca 'e Z WOOD a ^SCREEN OPT -----U ^SfXtEEN _--------_ ° V�p" SOU i ii i�H ^� W W n:e a 8 17 a I1 12 SM REINFORCING v 'WOOD SAS DLL GPO. AS REOD. EXTERIOR WINDOW Wm SM SHEET a FOR CAPACITY •'•° xox LAYOUT NING—DADS COUNTY APPROVED MUILION TYPICAL ANCHORS ° SEE SEPARATE INCA SEE ELEY.FOR SPAJNG AH ti, D o ,O�24 1 ld--------SCREEN .CEP 'G no. WIDTH WINDOW„ WINDOW ,H W09-12 ahaet 4 of 7 f14 •° . a TYPICAL ARCHORS BEE aEV.FOR SPACING AraeA1 MIAMI—WE COUNTY APPROVED MULLION&MULLION ANCRORS SEE SEPARATE NOA ALT. $yu Q$$°T TYPICAL ANCHORS SEE ELEV.FOR SPAM � pJ 2f i 1/4»MAX. QQ 3d Q^O SRM ALT. }•g^3 a a' d� d a 'a' R R TYPICAL ANWORS SEE EIEV. ACU�i S'EE ELEV.FOR SPACING ° ...1 a a t s �o a m ALT. •� INSTALLATION DETAILS WrfH FLUSH FRAME ADAPTER nee �t0®1KfREV(3D ;:''' Fln PE 70992 as .. o a I o• «� .05 y 8 a Vlz df0{ri�IQ 110. W09-12 �t a � • 2.780 IA07 MW PARS'$ QDANTIIY DSKRWnON MAT=" TaANI+./sBPPTJSR/R�fmm �4 1 FYa01 t FRAME HEAD 8083-TB - 3/18- 2 FY202 t FRAME SILL 6083-TB .8W .7113 1° 1.asa s TY203 1 SILL TRACK INSERT 8083-Te 092 .613 � �__ a FYa08 AS REOD MW FRAME JAMB 6083-T8 - 1.718 �d 8 FYIOt AS READ. F'OU FRAME JAMB 8083-TB 3.248 '� 1.140 B r"04 1/VENT FIXED MTQ RAG. W8^3-TB - 12 tt 7 FY105 1/VENT VENT INTERLOCK 6083-T8 - ,t fill 8 MOM 1/VENT JAMB STILE 6089-TB - � f- Us VENT TOP/WTPOM RAIL STEEL REINFORCING a rMO7 2/VENT TOP AND BOTTOM RAIL 6083-Te - V .613 2098 10 moo AS I=. CLAM BEAD 6083-TB - h .618 11 - AS READ. REINFORCING BAR STEEL d 1.148--1---1.810 1' '�'° � 12 - AS READ. ORCING 80 iii - .h .719 048 A03 13 FY204 AS RTEQD. ADD-ON SILL RGER 6083-TO USE AS REM t0 Q FRAME HEAD fa FY206 4/VENT RMM HOAM&GUIDE CELOtNf - {- � 2 48 18 FY209 2/VO4T ROLLER BRASS T 1.f ao 1.047 41110 .� 18 FY210 2/VENT ROLLER PIN Br.STEEL - 1.140 1.610 10 GUIZWC BEAD 17 88 x 1- AS READ. A S M�.Y SCREW CRB P.H.SMS 18 ¢8 X 3- 2/VENT FIX.RAIL SILL SCREWS SLL END) cm P.H.BIAS .813 1.344 18 W23151 AS REOD. FIN SEAL 1 WAMPWO - ULTRAAS U 3 20 03007180 AS REW. BULB SEA. Q--LON SCHLEOEL a ® JAMB STILE 21 E207 AS REDU. BIRB SEAL SANTO ULYWAB.DURONETER 86f8 1.058 22 E203 AS RM QLAZM BEAD BULB SA TWM WRAP%DUROMETLTi 6538 uj 2083 23 FIS-80 AS R M MASS SPACER SILICONE FRANK LOWE W 3.676 .078 2.801 i'� 24 SL203P 2/VENT SHEEP LATCH - SULLIYAN&ASSOC. 25 d8 x 1/9- 2/LATCH LATCH DIST.SCREW ST.STEEL ON SMS t.1� 26 WAl 2/WOW. WEEP VALVE PREFERRED ECG.PRODUCTS 1.340 27 1/VENT 5/16°BOX SCREEN OPTIONAL $ C7 g oez O«� IT ca -1 1.0o 28 FY12o - FLL�'81 FRAME ADAPTER eos3-Te oPrKwRAL z�. 2750 1 Q MEETING RAIL 8',se FRAME SILL W n 2188 1.314 ' 1.422 .390 .912 .tea .082 R 1.378 3Q SRL TRACK © FIXED MTG. RAIL .500 TT 1.167 .oez� -002 <m 2760 2812 2.812 2.760 2. RA PE No oea onupplcy(rAR�avT> o� g ��} .769 I Ili/ $ i9 era I drawing no. 1.887 1.688 2.611 1 2 ® MOV. FRAME JAMB ® FOtED FRAME JAMB ® FLUSH FRAME ADAPTER I f 7 4 HIAM MIAMI—DADS COUNTY.FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-24744 BOARD AND CODE ADMINISTRATION DIVISION 'T(786)315--2590 F(786)315-2599 N(MCE OF ACCEPTANCE (NOA) ES Windows,LLC 10653'NE Quaybridge CL Miami,FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami--Dade County PERA- Product Control Section to be used in Miami-Dade County and other area where allowed by the Authority Having Jurisdiction(AHD). 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 area other than Miami Dade County)reserve the right to have this product or material tested for quality assurance . If this duct or'material fails to P q ty P�� product 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 serves 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: APPROVAL DOCUMENT: Drawing No. M04-04,titled"Aluminum Tube Mullions",sheets 1 through 8 of 8, prepared by AL-Farooq Corporations, dated 04/26/04 and last revised on 03/05/12 w/ revision -F-, signed and sealed by Javad Ahmed,P.E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. Manz IMPACT RATING: LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series and following statement: "Miami-Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or prod.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. INSPECITON: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.09-0825.03 and consists of this page 1,evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Genoa,P.E. ,�;ACA*-` Expiration Date: September 16,x014 Approval Date: May 31,2012 Page 1 ES Windows,L`LC ' NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted undexprewtous NOA No. 04-071201) 2. Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 8 of 8, prepared by AL-Farooq Corporations,dated 04/26/04 and last revised on 03/05/12 w/ revision"F",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) Ford Entry Test, Type"D-A" fixed window, Grade 10, Level LV 1 per ASTM F 588-04, Side-Hinged Door Systems per AAMA 1304-02 and per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FPL-3810, dated 05/16/03, FTL-3819, dated 06109/03 and FIT,-3820, dated 06/09/03,all signed and sealed by Joseph Chan,P.E. (Submitted wader preWous NOA No.04-,0712.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Al-Farooq Corporation, dated 09/01/09, signed and sealed by Javad Ahmad,P.E. (Subm ted under previons NOA No. 09-0825.03) 2. Glazing complies with ASTM E1300--98/04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. Jaime D.Gascon,P. Product Control Section Supervisor 140A No.12-431 .37 Expiration Date: September 16,2014 Approval Date: May 31,2012 E-1 I ES Windows.LLC c NOTICE OF ACCEPTANCE: EVIDENCE SU&A TIED F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC 2010,dated 02/24/12,signed and sealed by Javad Ahmad,P.E. 2. Statement letter of conformance and no financial interest,dated 08/21/09, signed and sealed by Arshad Viqar,P. E. (Submined under previous NOA No. 09-0825.03) 3. Laboratory compliance letter for Test Reports No.'s FTL-380, dated 05/16/03, F11-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, issued by Fenestration Testing Laboratory,Inc.,all signed and sealed by Joseph C. Chan,P.E. (Subtttined under previous NOA No. 04-0712.01) G. OTHERS 1. Notice of Acceptance No. 09-0825.03, issued to ES Windows, LLC for their Series "Aluminum Tube Mullions — L.M.I.", approval on 11/10/09 and expiring on 09/16/14. Jaime D.Gaston, .E. Product Control motion Super0wr NOA No.12-430&37 Expiration Date: September 16,2014 Approval Date: May 31,2012 E--2 .N I�l♦\.1-:1:1 J'Ni•-!Y.'C/ lip RECTANGULAR ALUMINUM TUaE MULLIONS UdNG MULLION PROPERTIES ONLY THIS 6UCT HAS BEEN DESMED AND TESTED TO CONPLY WITH THE REQUIRED S OF THE FLORICA BUMNO CODE MCLUDIFMa HIGH VEMITY HURRMJWE ZONE(M". ALL HO.AZMIO PRODUCTS USED WITH THESE MLLUONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD. WATER INFILTRATION. FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. WOOD BILIM BY ODORS.MUST BE ANCHORED PROPERLY TO TRANSFER LQ90S TO THE STRUCTURH. ANCHM SHALT.BE AS LISTED.SPACED AS SHOWN ON OVARA EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND OYILL COMM(STUCCO.TILE ETC.). ANCHORM CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE IV PARE OF THIS APPROVAL A LOAD DIAWON MEW B tSHO IN OESIt,MI W ANMM INTO WOW ONLY. MATERIALS MCLUDMG BUT NOT LINM To JaWAL SOREN,THAT COME INTO CONTACT WITH OTHER OWULAR SHALL MEET THE REIMMMEM OF THE FLORIDA BL W.CODE SECTICN 400784. INSTRUCTIONS: USE CHARTS AND OWNS AS FOUAIES. ,STEP 1 DEI'EUM DESION LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 9 USE MM-OADE COUNTY APPW4 0 OLIZMG PRODWS MEETRNR AHOM LOAD REQUIRDAENIM STEP 3 USE CONNECTION To Mwum AS PER PR000CT APPROVAL. USM CHARTS ON SHEET 3 SELECT MILLION SIZE WITH STEP DESIGN RATAIG MORE THAN OESKMI LOAD SPECIFIED M STEP I ABOVE. USING ANCHOR TYPES ON SHEEPS S THRU 8 AND ANCHOR CHARTS XME-A ON SHEET 4.SELECT ANCHOR TYPE MM DESRMI RAT= MCRE THAN THE DESIGN LOADS SPECIFIED M STEP I AME. 1 a o 3 m z a g 3z�. PB�DiTCP1 �� OA41. A-s7/ VAR 862012 sheet 1 of 8 LOW 128 LOW 2.000 .128 —2J=—�Mo .325 LOW 1.000 -2.000-1 z 0� �.1Z8 1Z8 F 128 .125 .000 4 W0 4 3.000 .128 dOW 8.000 8.000 LU Lu t h Q� .338 .523 &W .128 .128 .280 1 X 3 1 X 4 1 X 3 1 X 4 Q aD STD. MULLION CUSTOM MULLION CUSTOM MULLION 8083-T8 BOBS-TB 8003-78 80&3-T8 Olt 2 .128 .128 LOGO 2.000—°I .,28 2 X 5 2 X 6 2 X 6 m STD. MULLION STD. MULLI ON WAVY MALI LL10N a 8083-T8 6083-T8 8083-T6 .128 j a 4.000 2 3.100 128 w OO LL m Ed.N61.a=DIST. ® Z Z 1/2°FOR 1/4°OL%ANCHORS j Z 81B°FOR 5/18°as Anotts 2 X 3 2 X 4 g N ANGLE CLIP STD. MULLION STD, MULLION soBS-TB 8083-TB 0063-TO 1d90 .Nlwwp. cl up .128 2.780 &M 2 L � 1.408 � �$ saoo �0 �a.800 a�ewa r' OPT�CL NOTCH t/Y OPTIONAL Kw 4WD MIEW CML > .M g NP. o f 2° Oa�pl �©�.�,rrrrrtll nom. 1 ° FOR 1/4' A.CHORS U. 1%2°FOR 1%4 ARCHON drowfng no. FOR B/18°�A.�Id1pR3 8/8°FOR 8/,; �A.ANCFtORS �. / �O��O� 6063-TS cua MULLION- cLta Q g 2012 aheot of DEMUN LOAD CAPACITY-PSF(TURN M WONS) Dam LOAD CAPACITY- PSF(TOFF muluoNs) SIMON LOAD CAPACITY - POP(rues MIJIMOKS) I xs 1 x 4 I X S t %4 1 %a I X 4 SNOM CUSTOM cui M etimm cU13TOM CUSTOM WINDOW 11m. WINDOW DIM$ WINDOW DIMS. i %6 1X4 11%11 8%4 8X8 8X8 8X8 1%3 I %4 8X8 $R4 8X8 8X8 8%8 1 %8 1X4 8X8 8R4 8%B 8%8 8X8 771DTH(O1) 18.1.SPAN t3TD. BTD. STD. M. STD. HEAVY W10TH(rq Mtal." STD. STD. 5P0. STD. STD. STD. HEAVY WWW(1%MULL SPAN STD. STD. M. STD. STD. STD. HEAVY Z 79-1/6' 180.0 180.0 180.0 150.0 180.0 180.0 180.0 19-1/8' 74.6 140.9_ 118.1 180.0 180.0 180.0 180.0 19-1/8° - 379 273 88.3 941.7 146.1 180.0 0 26-1/2° 180.0 180.0 100.0 190A MA 180.0 150A 26-1/2° 53.8 101.7 83.1 148.6 130.0 180.0 MA 26-1/2° - 27.3 - 39.0 69A 105.5 150. t� 30' 180.0 tau 180.0 180A 180.0 150.0 180.0 30' 47.8 89.8 73.4 131.3 150.0 180.0 MA I 3C - 24.1 - 35.3 81.7 93.2 150. 37' t80.0 180.0 180.0 150.0 180.0 180.0 150.0 37° 3118 72A 89.5 105.4 148.9 180.0 150.0 37' - - 2&8 80.0 78.8 138.8 42' 149.6 160.0 150A 180.0 150.0 750.0 150.0 42' 33.9 84.2 52.4 93.8 1 131.2 150.0 180.0 42° - - 28.2 44.1 119.5 122.3 48' 36-3/8' 1309 two 180.0 150.0 Isom 150.0 lama 48° 74-1/4' 29.7 511.1 459 82.1 114.8 180A 150A 48° 120° - - - 22. 388 8&2 tO7.0 O 84° V87.3040.1 Inc 150.0 180.0 180.0 180.0 54° 26.4 4&8 409 729 102.1 138.2 180.0 84° - - - - 343 879 B&1 60° 150.0 180.0 150.0 180.0 180.0 60° 23.8 44.9 3&7 659 91.6 121.7 180.0 60" - - - - 30.8 4&6 8&6 86' 148.8 150. 160.0 180.0 180A 88° 21.6 40A 33.4 59.7 83.5 110.8 150.0 68' - - - - 2&0 42.3 77.8 72" 134.5 180.0 180.0 150.0 750.0 72° - 37.4 30.8 84.7 7 0.5 101.4 180.0 72" - - - - 28.7 1 38.8 71.3 W 19-1/8° 150.0 150.0 180.0 150.0 150.0 130.0 1504 79-1/8° 51.8 1103 79.8 150.0 180.0 15U 150. 19-1/8° 26.5 20.6 41.6 72.7 11S8 ]3X4 0.0 �$ _ � 13" 15MO 780.0 150.0 150.0 180.0 26-1/2' 37.2 7&4 87.4 116.7 150.0 Inc 180.0 26-1/2° - 220.5 30.0 52.5 83.4 0.0 m 30° 1203 180.0 150A 150. 150A 150.0 150.0 30° 32.8 70.2 50.7 1028 t43.5 189.0 180.0 30• - - 208 463 73.7 raj 37° 97.6 180.0 150.0 180.0 Isom 150.0 180.0 37° 26.6 86.9 41.1 83.2 116.4 159.0 160.0 37" - - 218 37. 5&7 1098 42° 859 13&0 132.6 180.0 150.0 180.0 150.0 42° 23A 80.1 38.2 739 102.8 139.8 150.0 42° - 33.1 82.6 96.7 48 78.2 1209 IM0 180.0 180.0 150.0 150.0 48° 84' 20.5 419 31.7 84.1 89.7 178.8 180.0 48° 132' - - - - 20.0 48.1 84.6 84° 6&8 107.9 1011 180.0 150.0 150.0 180.0 54° - 38.0 282 87 79.7 f08.6 ,780.0 84° - - 28.7 40.9 782 to d GD2 96.8 NA 1412 150.0 130.0 1=0 60° - 317 280 518 71.8 9&1 110.0 BD• - - - 23.2 311.8 87.7 Z 66' 5A7 879 84.4 - 128.4 180.0 150.0 750.0 86° - 31.9 23.0 469 88.2 8&4 150.0 66° - - - 21.1 315 61.8 O 72' 50.1 808 773 117.7 150.0 150.0 180.0 72' - 292 21.1 42.'I 59.6 792 14&6 72• - - - 30.7 5&4 3 � 18-1/8° 143A 180.0 180._ 180.0 150.0 180.0 150.0 79-1/5° 34.5 74A 513 1 1 150.0 150A 150. 18-118° - 219 - 32. 66.0 89.0 180.0 26-1/Y 703.8 180.0 180.0 150.0 180.0 150.0 MA 26-1/2° 24.9 514 3&4 76A 124.4 150A 150. 28-1/2° - - 211 40.4 84.3 118.0 U3 30' 91.7 1472 WA 180.0 � 180.0 180.0 150.0 30° 224 47.2 34.0 68.9 109.9 748.8 150.0 30' - - - 20.4 35.7 589 104.3 1D 37` 74.3 119.3 114.7 180.0 150.0 180.0 180.0 37° - 311.2 27.5 88.9 89.1 11&0 150.0 37' - - - - 209 4&0 64.5 1�. L4-4� 42° 65.5 105.1 101.0 150.0 150.0 150.0 150.0 42° - 331 24.3 49.2 711.5 104A Inc 42' - - - 25.5 40.5 74.5 48° 58° 57.3 910 811.4 134.8 150. 180.0 150.0 48° 911• - 298 212 43.1 6 11.7 01.0 180.0 48° 144• - - - 22.3 389 88.2 Z 84` 80.9 81.8 M6 119.5 150.0 150.0 1 150.0 54' - 262 - 311.3 61.0 8D9 148.8 54° - - - - - 31.5 87.8 Z .p. 60° 48.8 73.0 70.7 107.6 180.0 150.0 180.0 60° - 23.8 - 34:4 54.9 729 1317 60" - - - - 2&4 52.1 86' 41.7 66.9 04.3 97.8 136.8 180.0 180.0 68' - 21.4 31.3 1 49.9 8 6.2 121.0 86' - - - - 25.8 47.4 7Y 3&2 81.3 88.9 89.8 128.4 180.0 150.0 72° - 211.7 45A 60.7 111.5 72" 23.8 43.4 �� 19-1/77• 121.9 150.0 15.0 15MO 180.0 150.0 150.0 t9-1/8' 242 51.9 37.4 MA 132.7 780.0 150.0 - - - - - 28-1/2' 88.0 141.2 135.7 150.0 180.0 150.0 150.0 28-1/2' - 37.5 -27.0 84.8 0&8 130.2 150.0 � K 7�� 30° 77.7 124.8 119.9 150.0 Inc 150.0 160.0 30° - 33.1 23.9 441.4 84.8 11&O 180.0 63.0 87.2 1 147.9 180.0 150.0 150.0 37° - 28.9 - 392 60.8 933 180.0 'ptpyBG 42° 558 69.1 as 130.3 180.0 150. 1 980.0 42' 23.7 1 - 34.8 60.4 62.2 150.0 i� PAP 48" 4&8 7&0 749 114.0 180.0 150. t80. 48' tta' - 20.7 - 30.2 82.9 71.9 132.1 "M VERWAL y; 43.2 Am 88.8 101.3 1419 Inc 180. 54' - - 2&9 47.0 639 117.4 & 130, 38A 82.4 59.9 912 127.6 150.0 INN W. - - - 242 42.3 878 1011,7 GLAZING GLAZING 88' 35.3 88.7 84.5 82.9 116A 150.0 780.0 66° - - - 22.0 388 823 S&1 PROD= Pit�T 72° 32.4 82.0 471.9 78.0 1083 1404 t30. 72° 20.2 3&3 47.9 88.1 PRODUCT CLAM t%WI'f ALL LOADS ARE EXT.(+)/INT.(-). art L wz I MULLION SPAN - tl O W 4 MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. '(INTERPOLATiON BETWEEN WIDTHS ALLOWED) TYPICAL MULLION ARRAN EMM M JAVA�AN Ro171JC7 , SS s via W1 +1y2 RA sA�N I No b ANCHORS TYPE 'D' AND 'E° APPLICABLE TO WIDTH ? a g 4". 5' AND B" TUBE MULLIONS. , ' drOwing 1fo. ALL TUBE MULLION'S.B AidO C' APPLICABLE TO MULLIONS 0 M04-04 8M961 a DESIGN LOAD CAPACITY- P✓IF DESIGN LOAD CAPACITY- PSF DESIGN LOAD CAPACITY - PS �v WINDOW DIMS. ,ANCHORS TYPE WHOM DIME. ANCHOR'TYPE WINDOW DIMS, ANCHOR TYPE Wm(W)MULL SPAN A B C v D E WM(W)JULU SPAN A B C D E WOW(W)MULL SPAN A B C D E 19-11S` 100.0 180.0 150.0 110.0 100.0 19-1/8° 116.0 two Ismo 180.0 150.0 19-1 1S" 71.8 133.0 93.4 180.0 110.0 28-1/2' 150.0 180.0 150.0 180.0 150.0 26-1/2° 83.7 15" 108.9 150.0 150.0 20-1/2° 51.8 9&0 B7.4 134.8 150.0 30" 143.1 150.0 150.0 18&0 150.0 30" 74.0 IVA 98.2 150.0 150.0 w 48.8 843 69.5 11 9.0 148.8 37' 11&0 150.0 150,0 150.0 180.0 37" 60.0 111.1 7840 took 150.0 37• 3711 68.8 48.3 98.5 120.8 42° 102.2 150,0 132.9 180.0 150.0 42" 52A 97.9 88.7 137.4 150.0 42" 32.7 80.8 42.5 85.0 108.3 g 48° 38-3/8° 89.4 150.0 116.3 150.0 150.0 491' 74-t/4' 482 85.7 89.1 1202. 1 150.0 4s° 120' 289 1 oak 372 74.4 930 � Be 79.8 1473 1 103.4 189.0 1000 94' 49.9 78.1 834 106.9 133.8 54" 2&4 47.1 33.1 88.1 827 o0° 71.5 132.5 0&1 40.0 150.0 89• 37.0 603 4&1 98.2 120.2 80° 22.9 42.4 29.8 893 74.4 88° 85.0 120.5 84.6 150.0 150.0 w 33.6 02.3 43.7 87.4 109.3 so. 20.8 383 27.1 54.1 67.5 Q H 72° 89.8 1103 77.8 150.0 150.0 72• 309 57.1 40.1 802 1002 72' - 35.3 24A 49.6 62.0 19-1/8° 1000 150.0 150.0 150.0 180.0 19-1/8° 1023 150.0 133.4 150.0' 180.0 19-1/8° 65.3 920.9 84.8 180.0 150.0 1228 150.0 180.0 150.0 28-1/2° 74A 137.1 90.3 150.0 150.0 28-1/2° 47.1 87.3 61.3 1223 150.0 a 30" to&$ - 150.0 141.1 150.0 150.0 30' 05.4 121.1 85.0 150.0 180.E 30° 41.6 77.1 54.1 108.2 135.3 37° 87.9 189.0 114.4 1 189.0 150.0 37' 53.0 982 88.9 137A 180.0 37' 33.7 02.5 434 87.7 189.7 42" 773 143.5 1004 180.0 150.0 42" 48.7 88.5 60.7 121.5 150.0 42" 29.7 55.1 38.9 77.3 98.8 48` - 87.8 125.8 88.2 150.0 150.0 48' 84° 40.9 75.7 53.1 106.3 132.0 41" 132° 2&0 48.2 1 333 1 87.8 84.5 84° 80.3 11117 7&4 150.0 160.0 54" 35.3 87.3 47.2 943 118.1 54• 2&1 42.8 30.1 80.1 752 lm° 54.2 1003 70.5 141.1 180.0 s0" 31.7 80.8 1 42.5 88.0 106.3 89" 20A 38.6 27.1 5411 67.6 d w 49.3 91A 64.1 128.3 150.0 80• 28.7 58.1 3&8 771 9&8 86° - 35.0 24.6 49.2 51.5 }� 72' 45.2 63.8 589 117.0 147.0 1 72• 27.2 50.5 35.4 70.9 88.8 72" - 311 223 45.1 1 W.4 7 19-1/8" 145.5 150.0 150.0 150.0 150.0 19-1/8' 89.7 150.0 11&7 150.0 180.0 19-1/8" 599 1108 77A 150.0 180.0 7 `0a 28-1/2° 107.2 150.0 139.4 150.0 15060 26-1/2° 64.8 12&o 54.2 15 o 130.0 20-1/2' 432 80.0 082 112.3 140.4 () 30" 04.7 1500 123.1 100.0 t50.0 30" 57.2 108.0 74.4 1488 150.0 30° 3&1 70.7 49.6 992 124.0 w 37' 789 142.3 99.8 150.0 750o 37' 4&4 85.9 80.3 120.6 150.0 37° 30.9 57.3 40.2 80.4 100.5 Ol 42" 87.8 125.3 89.0 two 150.0 42" 40.9 75.7 03.1 1 106.3 132.9 42" 27.2 303 35.4 70.9 86.6 "Y 48" 58" 592 109.7 77.0 189.0 150.0 48" 88• 3&8 88.3 403 03.0 1163 48° 144° 234 44.2 31.0 62.0 77.5 54' 52.6 973 68.4 136.8 150.0 84' 319 8&9 4t.3 82.7 1013 84° 21.2 39.3 278 6511 98.9 g Z or 47.3 87.7 61.6 123.1 1500 Bo" 2&8 53.0 372 74.4 0&0 89' - 3&3 24.8 49.6 62.0 88° 43.0 79.7 58.0 111.9 139.9 86` 2&0 482 33.8 67.6 84.5 32.1 22.8 40.1 58.4 72 1 39.4 73.1 61.3 1029 12&3 72" 238 442 31.0 62.0 77.5 72" - 29.4 20.7 41.3 51.7 � 19-1/8' 13&7 180.0 150.0 150.0 150.0 19-118° 798 1479 10367 150.0 189.0 Kmzea�m tARSSOt4 26-1/2" 98.7 150.0 12&3 150.0 1500 26-112` 57.8 IC&7 74.9 149.7 189.0 ANCHM Ate ARCN6S U15Ci5�.0 30' 872 150.0 113.4 189.0 /50.0 30° 508 942 66.1 132.3 1800 ltd�'�89 E rWE AACA OR E 4811 707 91,9 150.0 1500 37" 412 76.4 53.8 107.2 134.1 Q4EDF�CTANtiUl.Alt SFIAPE 42" 82.3 115.4 silo 189.0 1500 42' 3&3 67.3 472 94.5 11&1 MAIM _ 48• am 549 101.0 709 141.7 150.0 48" 108° 31.8 58.9 41.3 82.7 103.3 VERiacAl PROD= C 4 40.4 - no 128.0 150.0 54' 252 52.3 3&7 733 91.9 NULLIM 00` 43.8 809 58,7 113.4 141.7 �!° 25.4 47.1 33.1 68.1 52.7 A1R9WR 68' 39.6 73.4 51.5 103.1 1289 8s' 23.1 428 30.1 00.1 75.2 GL Bt- 72° 36.3 67.3 472 943 11&1 72' 212 39.3 27.8 88.1 889 0142¢'10 GIJ4m 89 e ALL LOADS ARE EXT.(+)/INT.(-). PRM= PRO= m NOTE: E ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER �t ON SPaa �i i LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU S. 4e. mrim (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 3 1 4 No RA PE 7089 WIDTH (W) °° Wi +W2 CAN. b ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 4°, 5° AND B" TUBE MULLIONS. drowi "O' ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO ANCHORS 8g�12 M04-O4 ALL TUBE MULLIONS. 0 811e6t 4or S I ` J/4-OIA,w.iR=NS 1/a°DYE.ULIRACANS 1/4`CIA.ULTWONS i/a•Wa tI.TRACONS Ea, 2 PER CuP(1 ON EACH TANG) i PEN ANGLE 2 1/4' 4 PER CLIP(2 ON EACH wIffi) 2 m ANGLE It 11 11 {I 1. v111ATwo cu. = ' 8 1BY {r,11 SBxKt PN RISE MULL 41111 2%2 X 1 ter r B10ATIt�dfP 1 WOOD BIICIB It !1 ALIJN ANOLL MOOD BUCK �I it SWRi FN MUU i i ALIxMZ x 1 8° o�A ---- V !')1 814 e, y LI L4! N 1 I 14 CIS W I I o { 1-J/4°O.C.MW. I i r 1 1 1-J/4°0 I 1 ' 2 PER ANGLE .1 1 1 t 1 t 2 PBR ANl0.E i I 1/4°DIA tA-TRAtxMB 1/4"WA ULTRACONS 1/4°OLl ULTPAIXINS 1/4'DI0.ULT 18 z Ea. a PER CLI•(1 a0 EADH 14Dtoi 1 PER ANtLLE 4 PER CLIP(2 ON EACH WIJ6i 2 PER ANGLE O Ea. 1°tit. 3 awh W 1 I I :1><. I eH. = 9 II1 1 Z Z�N ii WOOD>TUac il-J� flOAT+NQ cL�1R1 tr'•�1 SNUG PIT INSIDE DULL 11 IF� 2 X 2 X_1[8° 2 1 OSIQE MULL it If 2 X 2 X 1 8° Q �RI N WOOD 11 it I it ALUM AN . WOID BUCK 11 11 ALUM �' STRUCTURE LUI J 14 t-J/4°O.C.EpPI. i i j 1 1 2 PER AIDE 1 I i 1 2 PER ANGLE I 1 ANCHORS TYPE 'B' a. t - � SIMSTRATE E4. m MBL EDGE GIST. .EMBEDMENT t11 WOOD 1 1-J/B` 1 � W/ CONCRETE ,..t2-1/2° 1 1- 2° , 71 b ALTERNATE Ho ANCHOR LOCATION ALL CLIPS AND ANDES TO PIT SNUG INTO TOM MULLION& O (LIPS OR ANOLES CONNECTED DIRECTLY TO MASONRY TO eE PROTECTED 1RTH ALKALI-RESISTANT COATINGS.SUCH AS BITUMINOUS PAIN(OR dmwInq no. WATER-WHITE METFWCRr4ATE LACQUER, M04-04 ANCHORS TYPE 'A' J 1/4-DN.ULTRACONS 1/4`.OIA,ULTRACOM 1/4"Ow ULTRACONS 1/a'DIA ULTRACONS ��V Ed. 2 PER Cl$+(1 ON EACH iVSM) 1 PER ANOLE Ed- a PER CUP(2 ON EACH WING) 2 PER ANGLE . z ti 'MllV. „•Io. �, .. L•r ....'i ..I• ..•r lLEA.;�T. �01 •.I. .. .o;' ..tr. V. w e ; P�•I+1 1 i• ; • t 1 } J SNUG FIT INSIDE MULL jul I 2 X 2 X 1 " yy ley ^ u1 t� AUJM A W - ` ----- t Pik sMS ` -- i M ^ r L a 1 I 1 i 1-3/a-O.C.MIN t I I t I i IT T@Xi CUP t t dl I I 2 PER ANGLE 1 I I I I I SNUG FIT INSIDE Mgql&L I I II S i i i i i 4 PER 4 SMSLE 1 In Ed. s 3- I �Z� a L-4 j 1. 1 OF SCREWS CONNECTING Ed. OLA.LATRACoNS AN86ES TO TUBES Y PER CLIP(1 ON EACH WM) ANCHORS TYPE '0' T APPLICABLE FOR 4", 5" AND 6" TUBE MULLIONS 8 � ! PRODt1OTIt c i as T A 'al/4'as IR.TRACOMS BY•Et.CO• i °ft 1Z• �h/�. r/J ULTRACORS MAY BE MEX OR FLAT HM /•�7c A e n Dw 6 i SUBSTRATE Ed. -MIA,ESE DIET. tdlN.EMBEDMENT ` c. ---------- wow t` 1 3/8' tld 9r 1 i am 2-1/2' 1-1/4° CONCRETE 2-1/2' 1-1/2` "CA•N.'3&18Tr88Y g h ALL CLIPS AND MOLES TO FIT SNUG INTO TUN MULLIONS. ALTERNATE CUPS OR MOLES CONNECTED OIRECTLY TO MASONRY TO SE PROTECTED ANCHOR LOCATION WITH AUAAU-RESISTANT MAIM,SUCH AS BITUAWAOUS PAINT OR droariltg no. ANCHORS TYPE 'c p/ATER-WATE METHACRY ATE LACQUER. ' sheet of ° Ed 1 spr c a ULi C2 PER fA1P ORCW 1 1 1 CC n 2 2TX 2 X I T -------------- FLCWTm CUP 1 y C Nye( 1 ! I 1 SNm FIT INSW MULL I I t0 6 1 I 1 I A114 SLR I 1 i I i j 4 p}�!ANGLE ; i LL (tl�► 1 I 1 1 I I TZZigg� z Z V, .. 4 O 3 1 1 I I W J m I i 1/2°(2) 1 L— ----------- --' ' I 1 LOCATION OF SCREWS CONNECTING ANGLES TO TUSK ANCHORS TYPE 'E' APPLICABLE FOR 4 5" AND 6" TUBE MULLIONS $ i 1 � b/18°OIL.ULTRAt�N6 9Y'EICO' r �IU. -ULT/10' NAY NEX OR FIAT BEAD MMI EDGE DIRT. MR EMSE�IENT OW 2-1/2° 1-3/4" F CAX 3sFB h ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. � Y�lw>tbOrePl�e %4TH ALKALI-REBIS W=TOM SLOI AS BRIMDIOUS PANT A rp ZO/�� g n0. drowin WATER—WHrrE MErHACpYIATE LACCXIER. 061012 M04-04 gesim sheet 7 oT I vla �I,4 � u ' SEE QUART FOR SYS TINE MULUON N0. ®10 FN SMS 2/SIDE rl- 17 1/8'TFOCK NINA QwNNELLENOTN TO FIT S�IUO INTO MULLION LXXJ � fb TUBES MAY BE NOTCi�O Nf Of CLIP ARMS �� 1 1 CAULK AW AFTER ASHY 1 1 t I i-1�14 FN SIB ; 1 2_O.'jIpN. , 1 ACCESS NOLE M 1 }` FOR N -____ -------- -_..___ _ P aka SCREW C E01 1 1 (10 FN SMs. 1 z PER CUP 1 1 1'O.C.MIN. DmvCTm Wig I� 1-3/4'X 2'X 1/8'(FOR 28Y 3/4'X 2'X 1/6'FOR M a CUT TO FIT SNUG INSIDE USE ANCHORS DETAIL i1 METAL TO METAL CONIIECT'M $14 SMS _ SUBSTRATE I Ed. MIN.EDGE OW.MI CL TO CL S'ACM ALUMINUM 8/8' 1/2' Erip'MAD A.0 FM PE I [V o W 4 fl r 1 7938 CAN. 2 rCi paom=vsvmo. Ada 2oi4' droxing no. M04-04 ®� atleet of $ M IAM MADE MIAM DADE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) .miamidade.eov/sera/ ECO Windows Systems,LLC 9114 N.W.1060 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 (AHJ) This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section Miami Dade County) and/or the AHJ in areas other than Miami Dade County) reserve the right to (� ty) ( ty) 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. APPROVAL DOCUMENT:Drawing No.W12-08,titled"Series 600 Ahura 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.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Limitation: 1. See Single or Double Door Design Pressure(DP)ratings in sheet 2 and Single or Double Door DP ratings with sidelites(w/wo Reinforcement)in sheet 3.The max door leaf width shall not to exceed 3T'. 2. Laminated glass types Gland G2 are limited to .090"DuPont's PVB and glass type G3 is limited to Insulated laminated glass w/.090"Solutia interlayer. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur 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. NO Coulrr Expiration Date:July 19,2017 Approval Date: July 19,2012 NI\0 Page 1 ECO Windows Systems,LLC N6TICE OF ACCEPTANCE: EVIDENCE SUBIYIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No.W12-OS,titled"Series 600 Alum Outswing Entrance Door(L.M.L)",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. BETI-12-3357,HETI-12-3358,HETI-124003,IIETI-124003 and BETI-124027dated 03/16-26/12,all signed and sealed by Rafael E. Droz-Seda,P.E. Note:The above referenced test reports have been revised by an addendum letter dated June 29,2012,issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Rafael E. Droz-Sella,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, prepared by Al Farooq Corporation,dated 03/30/12 and last revised on June 28,2012, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02&-04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours& Co.,Inc.for •their"Butacite®PVB interlayer",expiring on 12/11/16. 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 scaled by Rafael E.Droz-Seda,P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. Pest proposal,dated 10/14/11 and 02-21-12 approved b ,P E RA1` / 4 Ishaq L Chanda,P.E. Product Control Examiner NOA No 12-0402.03 Expiration Date:July 19,2017 Approval Date: July 19,2012 E-] 4��UA' Nb.GLASS 3110°HEAT STREN'D.GLASS + LAYER 090°INTERLAYER 3N VB BY bu Mr BUTACITE PIA BY'DUPONT Z i T STREN'D.GLASS 3/18°HEAT STREWO.MASS ' SILICONE y CORNING 888 b DOW CORNING 698 Af 2eSETTNG BLOCKS AT LAM.MASS �REGD FOR YAD111S EXCEEDING 36°ONLY. T� $ NOTCH M.AZNO BEAD LEG TO 8S CLEAR BLOCKS �ill'H4 TYPT4 'aa' ci 1/6°TEMP.GLASS S/16'AIR SPACE 1/8'HEAT STRENb.GLASS 090°NTERLAYER + SAFLEX NG BY'SOLUTIA' a^o 1/8'HEAT STREN D.GLASS 3�M s COWNG 899 gg Z ai,r" g� m MET.SPACER to z Fi a Wmg � 1 51LICOPIE SERIES 600 / ALUMINUM OUTSMNG ENTRANCE BOOR \ i SETTING BLOCKS AT NS1L LAM.CLASS SINGLE (X)AND DOUBLE (XK) LEAF DOORS SEE SHEET 2. _ NOTCH GLAZING BEAD LEO TD CLEAR BLOCKS SINGLE AND DOUBLE LEAF DOORS WITH SIDEU7ES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL GLAS9 7 YFE 'G3' 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 EMBEOMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE N g NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 8 2 2 W12-08J drawing ing COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. sheet 1 of g 38 3/4•MAX, 75°MAX FRAME WIDTH FRAME WIDTH HEAD&SLL AN04ORS i AT STILE ENDS (a)AT s•O.C.12• tz° F 5°MAX 5-MAX MAX RL. AO E q CORNERS SILL p a I 8i r \\7��S LOCK OP Y SILL LOCK OPTIONS ===Gf=.= SEE SHEET 7 / u'/ �i� \ U El AOTME I INACENE 1 ACfIYE r 01 1— O v Q SPACE APPLIED SURFACE APPLIED �gQ W 6� FALSi MUNTINS OR z6 15/16° FALSE MUNTINS OR 28 15/18° 28 15/18° + DECORADYE CRILL D.L.OPa m DECORATIVE GRILL D.L IX'O, MAY BE USED MAY HE USED NOTE: 37*MAX 37'MAX EGRESS REOUIREMENTS TO BE REVIEWED LEAF WIDTH LEAF DVA TH BY BUILDING OFFICIAL (X) (XX) DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY - PSF snvOE Doors(X) DoDDLE(XX) NOTE: a"DIMS, LAMINATED GLASS DOOR Oaf. LAMINATED Grass GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) 1E LEaF MOON otc(+) INr.(-) FRAM FRAME Err.(+) UHT.(-) AND FLORIDA BUILDING COMMISSION W-3/ WIDrFt HEIOHT wIDTH WIDTH HEIGHT m 35-3/a' 7e^ 37' 1 se° 70.0 1 75,0 DECLARATORY STATEMENT DCA05-DEC-219 o$ CLASS D.LO. DIMS. g HEIGHT m FRAME HEIGHT - 11.125° E ° D.L.O. WIDTH (X DOORS) a FRAME MOTH - 12.813° FtAPE74882 S D.LO. WIDTH (XX DOORS) m (FRAME WIDTH - 22.1257/2 a � JUN 8 drawing no. 2012 W12—d8 sheet of g DMGN LOAD CAPACTPY- PBB 148° S SIDEUTES WITH mu OR DOUBLE LEAF Dam FRAME 98DTH A0ELITE gpp�g (SEE PATE aELOw) AT 5714E L ANCHORS HEAD& FRAME FRAME VMOUT APP$ WIDTH RE1110 RCINO RlmWOR ID/G CLUSTER Of (4)AT 3°D.C. Z ¢ 12° 4 ANCHORS n�cwES 1ac� Exr.(+ 01T.(-) Exr.(+) MIT.(-) 3, A�MEAD/r3LL ta° 24 70.0 7&0 70A 7&0 5"MAX F 7Y1'. I A _ MAX SO 70.0 75.0 70A 70.0 HEAD/SILL 'IP SILL 38 82 70.0 75.0 70,0 75.0 CORNM �� 37 70.0 70.0 700 7&0 / a 42 61.7 6&1 61.7 88.1 I 1 24 70.0 760 700 7&0 30 70.0 79.0 70.0 750 If 36 68 70.0 78.0 70.0 78.0 rI 37 70.0 78.0 70.0 78A 42 81.7 8&1 81.7 lt&1 24 70.0 7&0 700 no 30 6&B 60.8 70.0 78.0 36 84.1 84.1 7CA 78.0 57 63.3 63.3 70.0 7&0 2+ 83.7 85.9 70.0 Tao 30 87.8 579 5.0 00 d J Im( _=__LrI_/_i_36 631 S3t 7G0 ao --m----- Ii N 37 5&4 S2.4 70.0 78.0 REINFORCING AS REOD. SEE CHART ii ii\ i i L EET n n u \ r r G B r1 \\ i i // 00", `r7 r i Z_ L INACTNE r r ACTIVE Z p ,t jay 0.o R SI�LITE wATFt FRAME 18DTH FALSE MUN71N5 32 3/4' 28 1S/18° 28 18/18' 9 +n W w- DECORATIVE GR U. O.L.OPG. O.L.OF D.L.OK. MAY BE USED S7° LEAF YBDTH NOTE: SIDELITE MAX MOTH FOR DOORS CAPACITIES SEE SHEET 2. M� 78° FOR SIDELITE CAPACITIES SEE CHART ABOVE. SEE CHART AT LEFT DOUBLE DOOR FRAME WIDTH LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. OXXO) 1aM.wlr �M 1�1 1 .r D 0 D1M gs, i i�yy c o D.L.O.. O. HEIGHT (SIDELITE) ® FRAME HEIGHT - 11.000" D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438" < n q am AH ; Ica E�7ON2 g y� xw U $ NOTE: .g GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) drawing no. AND FLORIDA BUILDING COMMISSION JUN S 2012 WW2-QS DECLARATORY STATEMENT DCA05-DEC-219 sheet 3 of 9 TNtoRR1/11i�r MIN. OR �JCK �u PFNETR BOLTTl EDGE MST. �� EDGE CIST. ,B STRUCTURE METAL <: a SEE Wm SHEET 1 q . °• n -.. °°�'°d•• lk- TYPICAL mOE D STRUCTURE N Wil"'1 i 2 EL EVan� �ELEVATIONS SEE ELEVATIONS T FOR SPACING FOR SPACING FOR SPACING qE �;r_== -- ___-V-I Y. 1 UP1M MMUUW�7Y APPROYED�1 '$EE SEPARATE N j{ 1 �1 A Xj (LAZING OPTIONS ° SEE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS W u F. FOR SPACING Igo .j a MOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS o tt7 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 2 i irj AND TRANSFER THEM TO THE BUILDING STRUCTURE. ?�z Tk*�j �fa 0 ELEV.FOR SPACING Ll 77 KSI.FY-155 161) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2° MIN. PENETRATION INTO WOOD — u �be 7A 7 '-AttN-EKtBED-R7T0-6 i 014 SMLS OR SELF DRIL ING V7iKLVG (GRADE 2 CRS) © 38 i i 2 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8' o INTO METAL STRUCTURES B 1 i 1 STEEL : 1/8° THK. MIN. (Fy - 36 KSI MIN.) a 25 ALUMINUM : 1/8" THK. MIN. (6083-TS MIN.) DOOR DETAILS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) J W JAWJ, u 1 a FLA.C.AN12 g n /EDGE b ° INTO WOOD STRUC m 1° MIN.�ANCHORS INTO METAL STRUCTURE - 3/4- MIN. 1/2"MIN. DIST. SEE ELEVATIONS droving rro. THROW BOLT FOR SPACING CONCRETE AT HEAD. SILL OR JAMBS f'c ® 3000 PSI MIN. JU14 $8 2492 PENETRATION C-90 HOLLOW/FILLED BLACK AT JAMBS rrn - 2000 PSI WX Meet 4 of g �V 1/4"MAX Ile MAX SHBC C 3 LEVERS AT ME FACE \J SHIM Z 18Y 0 TYPICAL ANCHORS .e YID BUCK �. ititAA6I6I1 SEE El" F SPAGhi6 18 ACIIPS LPaAF 28 i3 � FSS yxS VX WPICAL ANCHORS SEE ELEV. FOR SPACING ca 28 EXTERIOR ME 19 9 D.L.O. STRUCTURE LEAF WIDTH •:'.; ., ci TAL SINGLE DOOR FRAME WIDTH 7 1/4°MAX 1/4"MAX', O SEE SHEET TIONS 77 SHBA j rho SHIM . CONCEALED FLUSH BOLTS E coNC�ALED FLUSH BOLTS $b M TYPICAL ANCH(Ni5 3 LEVERS AT WIDE FACE OF STILE LEVERS A7 STILE FACE OR 9Y0� � Z� SEE ELEV`• . . WOOD STRU FOR SPAC9CG /6 INACTIBR LEAF ACTH LEAF NOTE 1 2: LLJ 28 13 25 - 25 29 TYPICAL ANCHORS E 9 1I to ELEV.19 D.L.O. , D.L.O. FOR SPACING LEAF WIDTH EXTERIOR LEAF WOTH DWJeLE DOOR FRAME 9TOTH C a n �iYe�q! mass 111r. CM v ILL o ifs fee.K 70882 g n CAN.X36 droaring no. DO DETAILS DETAI S JUN 282112 W12—�$ sheet $of g TYPICAL ANCHORS SEE ELEVATIONS EDGE _ N FOR SPACING WWI a 'Q dl MAZING OPTIONS REINFORCING "AS REQD. V—SEE SHEET Ile MAK O AT 8°1".ENDS O 18 SEE SHUT 3 r... C S-0M, .. S AND it°O.Q 11AY- d W 18 18 Z 3 { 28 W m� i TYPICAL ANCHORS I-- SEE EL FOR SPACING EY. 74 18 O.L.O. 1B . 7 , a 4A EXTERIOR LM WMTM - SIDWYE WIDTH DOOR FRAME WIDTH m a NIT FRAME WIDTH o \ - FLA.AN.'S6 rl? drawing no. KEDGE DIST. CE E IA CHORE JN $1�281 W12-08 SEE FOR SPACING SIDELITE DETAILS sheet g of g i ` rm$ PART III REXND. DESCRIPM MATam MARP. ��V 1 1 EGOS DOOR FRAME W.AD/SILL 6053-T8 2 E602 FRAME DOVER 6083-76 a 3 E603 - DOOR FRAME JAMB 8089-TB t 4 E604 - SiITELRE TOP&807TOM FRAME 8083-19 9+ 4A E628 SMEUTE 9'BOTTOM FRAME 8063-TS 8 EGOS - SIDEUTE FRAME JAMB 6083-R6 - a 8 E808 - SMSE SUP ON JAMB 8063-_T6 _ g 7 E607 - LEAF TOP&BOTTOM RAIL 6009-78 7A E625 - LEAF 9-BOTTOM RAIL 6063-T6 - It - B EWS - LEAF W'SIRIP ADAPTER 6083-T8 - 9 E609 - LEAF HINGE STILE 6063-TB g 10 E61D LEAF LOOK SOLE 6083-TB 4a 11 E811 - LEAF ASTRAGAL STILE BOBS-T8 - 12 EBta - LEAF AUGNMEM BRACKET 6083-T6 13 E013 - LEAF CLAMP 8083-TB 4-1/4-LONG 13A E61$ HINGE BACK-UP PLATE 6063-T6 12"LONG 14 E614 GLAZING BEAD(511('LAM.GLASS) 6083-T8 - 14A E109 - CUM BEAD(7/16-LAM.GLASS) 6063-11 - 15 E615 - GLAZOIO BEAD MAW 6063-T8 V 18 Ee18 - SNAP OVER 6063-T8 - 17 E813 - BOLT SUPPORT 6083-TB NOY SHOWN 18 - AS RED). SIDEUTE MULLION REINFORCING 6063-T6 - 19 FO-107 3/LEAF BUR HINGES ALUMINUM SULLIVAN&ASSOC, , 20 F81202 - FLUSH BOLT LEVER - SULLIVAN&ASSOC. LOCKS: 21 FBR914SS - CONCEALED FLUSH SOtS ROD ST STEEL SULUVAN&ASSOC. OOPTION it: 22 j12 SMS AS REOD. FRAME ASSEMBLY SCREWS - - 0 ACME i cer: 23 {12 X 3/4- - HINGE INSTALLATION FASTENERS - FH SMS Q O M 4 POINT LOCK ASSEMBLY DLOI-8OO7 BY'INTERLOCK USA INC.' 24 - - 3/8"DIA.THREADEO ROD STEEL I- p (2)LOCKING POINTS ENGAGING AT INACTIVE LEAF 25 WI 1323 PILE W'STRIPPINO WOOL ULTRAF'AB Z 12 ° 1/2"DIA. THROW BOLTS AT TOP AND BOTTOM ENOAONG FRAME 26 E20618-0-3020 - a"W'STRIPPWG SAMOPREII EPDM THROW HEAD AND 5111 27 Ea08 - GLAZING BEAD BIAS SANTOPRENE ULIIWIFA13 7S d. e3„ THROW BOLTS ATTACHED TO LOCK BY 3/8'CONNECTING RODS 0 LOCK LOCATED AT 42-1/2"FROM BOTTOM 28 - - CLASS SPACER SILICONE FRANK LOWE RUBBER 00. W 0::� TWA Tac 1Fnr: 29 E622 - FLUSH SOLT CUP NYLON 2 POINT LOCK ASSEMBLY BY'INTERLOCK USA INC.' 30 DLOIRC BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 1/2'DIA.THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME 31 DLDIWB WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME iNASTIC AT HEAD AND SILL 33 #10 X 3/4" 2/ADAPTER FH SELF DRILLING SCREWS - - THROW BOLTS ATTACHED TO LOCK BY 318-CONNECTING RODS 34 _ 2/LITE SETTING BLOCK, 114°X 1/2-X 4-LONG EPOM AT 8"FROM EACH END,DUROMETER 65&5 LOCK LOCATED AT 42-1/2'FROM BOTiTMA yg _ 2/LITE SETTING BLOCK, 1/4'X 3/4"X 4'LONG EPOM AT 6'FROM EACH END,OIROMETER 8835 6 2=1 MN1: �i AMS CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 880 BY'KWIKSET'LOCATED AT 39-114°FROM BOTTOM SL'AI.ANTS: KEY OPERATED ON EXTERIOR AND THUMB TURN ON ALL JOINTS AND FRAME CONNECTIONS SEALED WITH M.LLLL INTERIOR MOW BOLT LOCATED AT 44-3/4-FROM BDTTOI ALL JOINTS TS R DAD JM5504 SEALANT. m CONCEALED FLUSH BOLTS BY'SULUVAN&ASSOC.' SCHNEE 1/2"X 2°THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUN70 ON STU FACE M' + O a LOCATED AT 10-5/8'FROM TOP AND BOTTOM 3-1/9'X 7-8/8"X.922°THK.EXTRUDED ALUM HINGE FASTENED TO STILE WITH(2)p8-32 X 1/2-FH MS nenvc rnc; PART JFD-107 BY SULLIVAN&ASSOC. a 3 HINGES PER LEAF _ Z �r,y A CONCEALED FLUSH BOLTS BY'SULLIVAN&ASSOC.' BOTTOM HINGE AT 10-1/4°FROM BOTTOM FL PE 'Y0892 g 1/2'X 2-THROW BOLTS ENGAGING FRAME AT TOP HINGE AT 11-3/4'FROM TOP FLA. CAAL HEAD AND SILL CENTER HINGE AT WITH#1 (38'O.C.MAX.) MANUALLY AERATED LEVERS MOUN7Ep ON INSIDE FACE HINGES FASTENED WITH @f0 X 1°FH SMS Ri OF LEAF STILE LOCATED AT 10-5/8"FROM TOP AND BOTTOM (5)SCREWS AT HINGE STILE LOO(FASTENED TO STILE WITH(2)8E-32 X 1/2'FH MS (6)SCREWS AT FRAME JAMB drawing 11no. NOTE: LACKS MUST BE ENGAGED DURING W1 2-08 PERIODS OF HURRICANE WARNING. cheat 'J Of J L�4000 1.750 o78 .994 130 ASV .825 803 O4g 803 050 .80.3 .048 7. -4- 1.625 a .078 0 L I 1 4.031 1.047 1.047 1.172 4.750 82 to GLAZIB G CLASS 1� GLAZING 04A 19 G / DOOR FRAME HEAD/SILL Q o- 1.507 ff77 4.000 1.807 4 �4 7 LEAF TOP/BOTTOM RAIL .0 4y a7t8 'T.ot9 75 81 3.A9 4.7 078 1.?80 1.1107 L L &280 7.500 U 7.531 4- 4.000 9 LEAF HINGE STILE .092 1.57 5.944 O 1.750 a�0 8 LEAF W'SIP ADAPTER 1tklAlaM aalrW SIDELITE TOP & BOTTOM FRAME Z081 1.780 1.507 1.750 z .079 .329 078 7a 9° BOTTOM RAIL 12 1 s9a Gi v W rng 1.812 to LEAF LOCK STILE 1.507 LEAF ALIGNMENT BRACKET 750-�281 2 FRAME COVER 75.344 078 .375 887 f � 1.7� 2.081 .125.080 ' 1.197 1.807 1.8 .928 3.719 078 .184 000 t8 SNAP COVER 11 LEAF ASTRAGAL STILE 90w e3 HINGE BACK-UPPPLATE a &281 18 m 1 - ms'e 1 � •7t9 1 250 •718 SIDELITE MULLION REINFORCING < . �pVgw 4.000 �g' 4.000 . F C 36 2 828 CUM .078 2.1097 LLJ 8 7 1�-- . .078 0 a aoo �� $ ZO'Z dmwina no. +� W12-OS 3 DOOR FRAME JAMB 5 SIDELITE FRAME JAMB SIDELITE 9° BOTTOM FRAME I a SIDELITE SLIP ON JAMB sheet of g r 3 , 9 MIAMI D1AdE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 1 1803 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 331754474. BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(780 315-2599 NOTICE OF ACCEFrANCE (NOA) www.mla idada ra Eco Window Systems,LLC. 7955 NW 77g Avenue Medley,FL 33166 SCOPE: • . This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approval as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: APPROVAL DOCUMENT:Drawing No.W11-05,titled"S-500 Alum.Outswing Casement Wdw. (L.M.I.r,sheets 1 through 6 of 6,dated 02/23/11,with revision B dated 01/31/12,prepared by Al—Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. NIISS11LE IMPACT RATING: LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, modellseries,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. ff 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 usr by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#11-0309.06 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documenrtation was reviewed by Manuel Perez,P.E. Expiration Date: May 19,2016 f410611-2 Approval Date: May 03,2012 Page 1 Eeo Window Systems.LLC- NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W11-05,titled"S-500 Alum.Outswing Casement Wdw- (L.M.I.)", sheets 1 through 6 of 6,dated 02/23/11 with revision B dated 01/31/12,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: l)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 previous NOA#11-0309.06) Y "J C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2007, prepared by Al-Farooq Corporation,dated 03/01/11,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA#11-11309.06) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment,and Regulatory Affairs(PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.L DuPont DeNemoun&Co.,Inc. for their"DuPont Butaciteg 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. G. OTHER 1. Notice of Acceptance No. 11-0309.06,issued to Eco Window Systems,LLC for their Series"500 ECO-Guard"Outswing Aluminum Casement Window-L.M.I." approved on 05/19/11 and expiring on 05/19/16. Manuel Perez,P Leroduct Control Exam KOA No.12-M3.27 Expiration Date: May 19,2016 Approval Date: May 03,2012 E-1 3r �4% WIw W W I sa' VENT WITH / FALSE MUNTINS 28 3/8" 1/8'TEMP.GLASS ISUWZ APPLIEDI D.L.OPG. 3/8"AIR SPACE UUSsEeDo a 1/8"HEAT STTtENb.CLASS 1/8'HEAT STFiEN'D.CLASS n lo .090 INItFILAYER .090 INTEMAYER BUTACITEACRE PAB BY'OURONT 7ACITE PV8 BY'DUPONY // +� 1/8"HEAT STREN'D.CLASS 1/8'HEAT STREN'D.CLASS SLOW pp, SILICONE F OOT7 CORNING 889 / 11 DOW CORNING 898 � 9 9 r $g 19 SETTING BLOW AT INSUL LAM,SASS o BEAD LEG T C e GLAD TYPg 'AA' $Q B POINT LOCK GLAZING OPTIONS MAX., 7'MAX. Z 112 LOCIa� SAl `-CHART WDW.HEWIT NO. TYPICAL ELEVA110 W uvro AT SASH 20" 2 38-3 8" 3 W-518, 4 ECO-GUARD SERIES-500 e" e ALUMINUM OUTMNG CABIRMEM WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE m COMBINATIONS OF CASMT/CASMT OR SIT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE VgNDOWS USING Q MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 0 THIS PRODUCT HAS BEEN DESIGNED ANO TESTED 10 COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE NCLUDINC HIGH VELOCITY HURRICANE ZONE (HVHZ). t WOOD SUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER PB !'ReV1� LOADS TO THE SrRi1CTUR�. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHOR r�p� eeomplyki8wilbO0F1ft EMBEDMENT TO BASE MATERIAL SHALL BE BMW WALL DRESSING OR STUCCO. HOT PART ANCHORING TLS CONDITIONS NOT SHOWN IN THESE DETAILS ARE l b NOTE: 1 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. GLASS qAPACMES ON THIS SHEET ARE 2 ME MATERIALS INCLUDING BITT NOT LIMITED To sTEELL//METAL SCREWS, THAT BASED ON ASTM E1300-04 (3 SEC. GUSTS) COME INTO CONTACT WITH OTHER DISSIMILAR MATL'WALS SHALL MEET THE AND FLORIDA BUILDING COMMISSION REQUIREMENTS OF THE FLORIDA BLOC.CODE SECTION 2003.8.4. DECLARE ORY STATEMENT DCA05-DEC-219 toy �� TYPMAI A �, MI _ ------- A ° a Ica �.� as a a q• e a (MULL=&MWMN ANCHORS GSM SEPARATE N0A a•• tAN= --- ------- Fat EE *100 BUCKS AND METAL STRUCTURE NOT BY ECO WDW, ELEV.FOR MCMG MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM J219C (Fu-120 KB,"92 KB) AND TRANSFER THEM TO THE BUILDING STRUCTURE. uam Km."158 940 - INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-3/8- MIN. PENETRATION INTO WOOD ?� a HRU RY w ° a _ a 31- sg e MASONRY z F &i W fiJ4 SMS OR SELF DRILLIWG SCREWS (GRACE 2 CFO INTO METAL STRUCTURES g p ut STEEL : 1/8° THK. MIN. (Fy 36 KSI MIN.) ALUMINUM : 1/8- THK. MIN. (8083-TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 012 SMS OR SEL E DRILLING SCREWS (GRACE 2 CRS) INTO MIAMI-OADE COUNTY APPROVED MULLIONS (MIN. THK. m 1/8") S (NO SHIM SPACE) gr O WOOD ST o MIN. 2 INTO METAL STRUCTURE m 3/4- MIN. � t CONCRETE AT HEAD. SILT.OR JAMBS re ® 30M PSI MIN. - `J t0 lti C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN, S 1 a• 8 .n •. b ngr,dAVAD .. PRQtN7CPR8V1>W to .e '�.. °'. :FLA.PE � W{6910 /pp •�• °� .q iAttO' •• y'.. e .w �EELLEV. 18Y > I SEE ELEV FOR ANC}WRS S drGa�hlg rto. F SPACING w WOO Sam FOR SPACING , 1IU11�05 sheet 6 SEE a inZf ALT. v q, MAMI-OAW camnr APPW4W MULLION SM �� ancse s ,= �V O S � A �W ` 8 � owwolC4 Wewd� Ffm � ZQ�z droving no. • 119—Q5 t sheet 4 of 6 • a.750 rm PART B QUANTITY Dx»TION MAY'B%AI. MANPf �4. 1 E601 4 FRAME M0D/SLL/JAM6 8083-T9 2 em 4 VENT 8103-Y9 1 33D 3 FYt08 AS RECD. GLAZ040 SEAR(1ARA OIASB) am-Ts - 082 3A Es08 AS REOD. IXAZ9xi BEAD=GLASS)GLASS) 8083-TB a� 4 em AS REVD. ROAM-VENT.PiLt.LENOTH 8083-TB 1� 4A AS REVD. 94WER-FRAME,FULL IENOtH 8083-78 - .078 2.82t s E908 OPIONAL FRAME BD83-78 j- IA93 7 910 X 1-1/4' AS REVD, FRAME AND VENT ASSEMBLY SOMS ^ H vm so . B E203 AS REVD. BU6B WSA1HERMWP0,xt.CLIROMEIER 65 9ANFOPIENE ULTRAFAB 9 E203 AS REVD. GLAZING BEAD MU.OUROMETFR 65 SANTOPRENE CB.TRAFAS $ n 10 38.12.00.400 2/-VENT 4 Sag MM AT TOP AND BOTTOM STtiEC. TRMRC.96TALLW WIN(2)910 x s/8'SOS V W g It 13098.92 i MIXII POINT LOCK s WEM ZAM.AK TRIM a g 0 FRAME HEAD/SU/JAMB 12 - 9/VENT XEEP2R sTPEI: - 8 1dj66 13 - 1/VENT ROTO OPERATOR vMax/m TRLNH 2,3&4 14 PSJ40-SS 2/CORNER FRAME/VENT CORNER My ST.Mm - dd 1 15 FYI 20 AS REOD. FILM FRAME At APMt 6063-T6 OPTIONAL 18 3 AIM$0 SKATE NYLON M&M PtASRCS 17 9to X 1-1/4° 2/SKATE FH SOS WATE S`dfM 1a 98 x 3/4' AS REM. FM SMS SNUBBER SCREW - IN PAM 2'APART.PAIRS SPACED AT 7-3/4"O.C. 2.4104 to - 2/LRE setilN9 BIACtL 3/1S'x 3/4'x 4"I= NEOPRENE AT 8'FROM EACH END,OI R 68 V .372 � F'l.B-80 - SA8S SPACER- 1 'MICH SMCONE FBABG LOLE .W2 2813 '8 to 719 SEALANT: s90 ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 1SB2 SCHNEE—MOREHEAD SM5504 SEAM SEALER. $ w PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. 5< 2 VENT 2.696 p O 082 CS g�o1 ste soo 4 7s9 MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' LOCK ERATOR #24.33.XX.004 AT 8-1/2" FROM SILL Q ^ FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. A45 LOCK BAR SECURED TO JAMB WITH LOCK GUIDES to FLUSH FRAME ADAPTER #33489.00.0001 SPACED AT 12-3/4.O.C. MAX. EACH GUIDE FASTENED WITH (2) #10 X i- P PH SMS 1.047 1.780 STAINLESS STEEL KEEPERS #31964.92 AT VENT ® GLAZING BEAD (CAM. GLASS) EACH FASTENED WITH (2) #10 X 5/8° P FH SMS .493 SEE CHART ON SHEET 1 FOR QUANTITIES .130 1.750 4 t •HINGES: A� 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' 4 •048 LOCATED AT TOP AND BOTTOM CORNERS 483 FASTENED WITH (2) #10 X 5/8" P PH SELF DRILLING SCREWS 1.172 ® OPE GRAZING BEAD (INSUL. LAM. CLASS} t4 CORNER KEY RATOR: < SINGLE ARM ROTO OPERATOR 052.13.012 BY 'TRUTH' LOCATED AT SILL END FASTENED WITH (6) #10 X 1° P PH SMS .245 .248 OPERATOR TRACK 30175 AT BOTTOM RAIL Agn 'pROpRgVyq� ~ FASTENED WITH (2) #10 X I- P PH SMS ogg• as wlffit>FF + gF, 4 38 BM� g ? .7l� 1720 a44s�amerml2- 1— --1 ANTI—SAG SKATES: nom .720 —T _1.28a�_7 VINYL ANTI—SAG SKATES BY 'M&M PLASTICS' e• droning no. (2) AT LOCK STILE AT 6-3/4- FROM TOP/BOTTOM RAILS t (1) AT BOTTOM RAIL AT 4* FASTENED WITH (2) #100X 1 /45 P FM SOS. W' —05 ® SNUBBER — VENT ® SNUBBER — FRAME sh®et of 0 y i IMIAMN MIAMI-DADE COUNTY in PRODUCT CONTROL SEMON DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w +.miamiaaae.gov� Eco Window Systems,LLC. 7953 NW 77*Avenue Medley,FL 331" SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: APPROVAL DOCUMENT:Drawing No.W11-10,titled"S-550 Aluminum Fixed Window(L.M.I.)", sheets 1 through 6 of 6,dated 02128111,with revision A dated 01130/12,prepared by AI Farooq Corporation, signed and sealed by Javad Ahmad,P.E.,bearing the.Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATIN LABELING:.Each unit shall bear a permanent label with the manufacturer's frame or logo,city,state, modeUseries,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. ADVERTLSEMENT: 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#11-0309.07 and consists of this page I 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. Txpiradon Date: May 05,2016 Approval Date: May 03,2012 Page 1 Ego Window S`gstems.LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W11-10,titled"S-550 Aluminum Fixed Window(L.M.I.r,shy 1 through d of 6,dated 02=11,with revision A dated 01/30/12,prepared by Al Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: l)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 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. •HETI 10-3145,dated 12/29/10,signed and sealed by Candido F. Font,P.E. (Submhted ender previous NOA#11-0309 O7) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201--94 2)Cyclic Wind Pressure Loading per FBC,TAS 20394 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Hurricane Engineering and Testing,Inc.,Test Reports No. HETI-10 3148, HETI-10-3147 and HETI-10 3149 dated 12/29/10,all signed and sealed by Candido F. Font,P.E. (Subodded under previous NOA#11-0309.47) 3. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.11ETI- 10-3148,dated 12129/10,signed and sealed by Candido F. Font,P.E. (Submitted under previous NOA#11-4309.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 2007, prepared by Al Farooq Corporation,dated 03/01/11,signed and sealed by Javad Abmad,P.E. (Submitted under previous NOA#11-0309.07) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA) Manuel P Product Control FA=Wer NOA No.12-022328 Expiratlon Date: May 03,2016 Approval Date: May 03,2012 E-1 Eco window Systems,I'm NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114674.01 issued to E.I.DuPont DeNemours& Co.,Inc. for their"DuPont Butacite@ PVB Interlayer"dated 09/08/11,expiring on 12/11/16. F. STATEMENTS L Statement letter of conformance,complying with FBC-2010,and of no financial interest,dated January 30,2012,signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Reports No.HETI-10-3145,HETI-10-31463- HETI.10-3147,HM-10-3148 and HETI-10-3149,issued by Hurricane Engineering and Testing,Inc.,dated 12/29/10,.signal and sealed by Candido F.Font, P.E. (Subr»Itted under previous N©A#11-0309.07) G. OTHER 1. Notice of Acceptance No. 11-0309.07,issued to Eco Window Systems,LLC for their Series"550 ECQ-Guard"Aluminum Fixed Window-L.M.I.",approved on 05105111 and expiring on 05/05/16. Man P.C. Product Co trot amber N©A No. 0223.28 Expiration Date.: May 05,2016 Approval Date: May 03,2012 E-2 WAN WIDTH FALSE MUNTM DJ.OPG. (SURFACE APPLIED _ 8 �I Ii -wT $ n + II ECQ—GUARD SERIES-660 �I . ALLn�AYi.�? FWD WINDQW --ay - + ---- DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER p1 --� Yr-Ir---- .Rt CHARTS SHOWN ON SHEETS 2. jc 4 APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SLOE CONIMNATIONS OF FIX./FIX. OR FOXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING J I, jI 1 MIAMI-OADE COUNTY APPROVED MULLIONS IN BETWEEN. J +I LOWER DESKM PRESSURE FROM WINDOWS OR MULLION APPROVAL B + WILL APPLY TO ENTIRE SYSTEM. N _ THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE S REUII JTS OF t�FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 8 r to t/2° 4 MAX. LOADS TO STRUCTURE.tdUST BE ANCHORED PROPERLY TO TRANSFER 7 SILL ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DET"ANCHORS g O CORNERS N EMBEDMENT TO BASE MATERIAL SWU BE BEYOND WALL DRESSING OR STUCCO. z TYPICAL ELENA= ' ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 1 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. U MATERIALS INCLUDING BUT NOT LIMITED TO STEELIe�TAL SCREWS. THAT h W n i COME INTO CONTACT WITH OTHER OiSSINBLAR MATERIALS SHALL MEET THE 118°TEMP. MASS REQUIREMENTS OF THE FLOfBDA MOD. CODE SECTION 2003.&4. 3/8'AIR SPACE 1/8'HEAT SIREN'0.CLASS 1/8"HEAT SIREN-D.GLASS I 3118°HEAT STREND.GLASS .090 INTERXAYER .090 INTERIAYER I .080 INTERLAYER R �TACITE PVB BY'OUPONT' BUTACI1'E PVB BY'INA-ONT .i BUTACITH PVB BY'DUPONT' 1/B°HEAT ST( 1'D.GLASS 1/8°HEAT STREN'D.GLASS 3/18°HEAT STREN D.GLASS wW CORNING 899 co$o N0 m 0 CORNING 898 S B 8 3 8 Iii I a j ngrx A uL.T. B-10 PE No SETTING BLOCKS AT NSUL.TAM.OlASBNOTCH GLAZING BEAD LEO GLASS TYPE 'A' GUSIS TYPE 'AA TO CLEAR BLOCKS 4Y G cr.AZlAtr orTtoTVS r�X t or s DMON I=CAPACPPY-P8F Dffi014 IAAD CAPACPPY-PSF WDfIDOW DIW.B. I MAN TYRE'A' MASS TYPE'AA' CLAN TYRE'0' Inum DDS& CLASS TM 'A' 011088'PYRE 'AA' CUM TYPE'8' WOTH(pV) UMYH(L)l E10'.(+) IW.(-) EXT+) 1WP.(-) EXL(+ INT.(-) WIOM(W) Lamm E%T.+) 1M'.(-) EKI.(+ I 101T.(-) exr4 } 1w.(-) 30° Mr 42' 48° 84- 60` a. 40' 7010 78.0 7010 7&0 70.0 75A 28-1/Y 32' 37' 42° 48° 57-1/8° 56" w or 8 70.0 76.0 70.0 78.0 7010 7510 70.0 75.0 7010 7&0 70.0 7510 7010 75.0 70.0 78.0 70.0- 7510 61.7 68.1 70,0 7810 70.0 78.0 70.0 7610 70.0 78.0 7010 7&0 84.0 679 7010 7&0 70.0 7&o 61.7 M.1 70.0 75.0 70.0 7810 64.0 879 704 7&0 70.0 7&0 5410 87.0 70.0 7810 70.0 75.0 70A 7 5.0 70.0 7510 81.2 "A no 78.0 70.0 78.0 7010 76.0 7010 75.0 70.0 75.0 70.0 75A 30° 38° 42- 48° 54° Bo' 68° 64° 70.0 7510 70.0 71LO 70.0 7&0 70.0 75.0 7010 754 70.0 78.0 70.0 7&0 70.0 75A 70.0 7810 no 7&0 81.7 8&I 7010 7&0 no 7510 26-1/2° 32' 37' 42° 40' 53-1f8° 58° Go" 63` or 70.0 7510 7010 I MO 7010 7510 84.0 87.8 70.0 78.0 70.0 7510 70.0 784 70.0 7510 7010 7610 88.9 73.8 8&9 1 73.8 7010 75A 70.0 7510 7010 764 - 684 73.8 66.9 739 81.7 5&1 70.0 75.0 7010 75.0 89 6 739 N.9 73.8 - 70.0 75.0 7010 75.0 30° 36" 42' 48- 54° 60' 88- 60' 7010 75.0 70.0 7&0 70.0 7 5.0 - - 7060 78.0 70.0 MO 704 75.0 70A 78.0 70.0 7&0 68.4 i 71.1 6&4 71.1 81.7 68.1 7010 74.0 70.0 75.0 - 62.0 ' 88.4 82.0 8&4 - - 704 750 70.0 75.0 - - 59.0 53.2 58.0 63.2 889 73.8 a" 739 28-1/2° 32' 37' 42' 48" 53-1/8° 7s' 70.0 75A 70.0 75.0 70.0 no - - 6210 68.4 8210 1 86.4 7010 7&0 70.0 78.0 7010 7&0 - - 8210 60 8210 6&4 70.0 75A 70.0 7610 7010 75.0 30° 36' 42- 48- 60° 7010 7100 704 71LO 7010 7510 - - 70.0 75.0 70.0 7810 70.0 75.0 70.0 . 75.0 70.0 7&0 - 70A 75.0 70.0 75.0 81.7 88.1 704 7&0 70.0 75.0 - - 70.0 750 70.0 75.0 - 70.0 75.0 70.0 75.0 26-1/Y 32' 37° 42' 48' 80' Tao 7510 70.0 _ 7510 7010 75.0 86.9 73.8 " 70.0 75A 70.0 75A 7010 7510 6210 88.4 52.0 68.4 - - 70.0 7510 70.0 75A 30' 36' 70.0 7610 704 76.0 70.0 75.0 - - Tao 7&0 1 70.0 754 78.0 70.0 7&0 704 75.0 - - 70.0 750 70.0 75.0 42° 48° 64' 7Y �70,0 - 7010 7&0 70.0 7510 26-1/2' 32° 37' 42' 48° 64° 70.0 7510 7010 760 MC 75.0 - 70.0 75.0 70.0 7510 7a0 7510 70.0 750 70.0 754 6&9 73.8 68.9 73.6 - 7010 7610 7010 75.0 30° 36° 70.0 760 70.0 75.0 7010 75.0 - 70.0, 7&0 7a0 75.0 7010 7 5.0 70.0 78.0 70A 7&0 - - 7a0 760 7010 7510 42" 48" 7° 70.0 75.0 70.0 75.0 28-0° 1 32' 37' 42' ° � - 704 7510 70.0 ' 7 5.0 7a0 1 754 - - 1 70.0 73.6 7010 75.0 - - 7oA 750 70.0 75.0 30° 36" 42° 48° 70.0 7&0 70.0 75.0 70.0 75.0 MO 7&0 7010 75.0 - - 70.0 7 1L0 7010 7510 - MC 7&0 70.0 76.0 70.0 7&0 70.0 7510 28-1/2° 32" 37' 42° �. 70.0 7&0 7a0 Mo 704 7510 - 7010 78.0 70.0 78.0 - 70.0 7&0 70.0 _ 7&0 30- 38' 42° 90° 70.0 7&0 7010 7810 7010 7&0 70.0 78.0 7010 754 - - no 75,0 1 70.0 7&0 70.0 7810 70.0 75.0 7010 76.0 7010 7&0 , 30' 36° 42' 86" 70.0 78.0 7010 7&0 - 70.0 7&0 70.0 7&0 70.0 78.0 70.0 1 76.0 MOTE: CLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. OUSTS). 9 m3L � 8^ aqn omlcr RSVNW cm na •¢�n>tr'9'a � �0 �Q1Z M drowtng r o w>>-10 . WOOD TYPICAL ar»r'aRS V ley CIUtl srRUCtyRE TYPICAL ANCHORS SEE ELEN MM-CADS COUNTY APPROVE - 'a FOR SPACMD MULLION @ MULLION ANCHORS z j SEE SEPARATE NOA 2 pmnj ANp RS ANpiOC3 SEELEY FOR SPACING OR MW W S:3i it ii i I i! WOOD BUCKS AND METAL STRU RE NOT BY ECO MW. SO ELEV FOR SPACING g MUST SUSTAIN LOADS IMPOSED 0(:LAZING SYSTEM (Fw120 KSI,Fy-92 Kill) AND TRANSFER THEM TO THE !ReNG STRUCTURE. F.=177 KSI.Fy-1SS KM) w� INTO 20Y WOOD BUCKS OR WOOD STRUCTURES C i 1-3/8° MIN. PENETRATION INTO WOOD < yy'yy a i z� + � Z H ui. ray 1it - p !!r 014 SMS OR SELF DRILLING SOREWS (BADE 2 ORS) 8 i� INTO METAL STRUCTURES sn i' ! STEEL : 1/8° THK. MIN. (Fy 38 KSI MIN.) t, Ii ALUMINUM ! 1/8° THK. MIN. (8083-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I •, Ott2 as+s OR SELF DRILLING SL`REYP3 (GRA9E a CRS) ! 2 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. m 1/8") !. (NO SHIM SPACE) 4 OIMO WOOD STRUCTURE m to MI B I INTO METAL STRUCTURE - 3/4" MIN. 4 CONCRETE AT HEM, SIu OR,woes re • 3000 PSI Mgt. � C-90 HOLLOW/FELLED BLOCK AT JM(111.Pm o 2OW PSI MIN. PRODUCTEWNIM Cob ° a " ppE� eaaomplytagwRbthaPiO![Q6 � '�• V• ,I TyPrAL e ,e SEE ELEV. 4SY SEE ELEV9N8110RS drowing 1W. FOR SPAcm yyOOWI) c FOR SpAcm W 1 1-10 1/4°MAX. sm SEE AN�t0R8 IMCAL ANCHM 2 woome uD M L"" FOR SPACM lay 4 pWOD BUCK TYPICAL ANCHORS F METAL a EXTERIOR ; FOR SPACM STF4)MRH D.L.*Pa. uwNOOtiv Wm7N W ZM aPROmYED MUUJ0N SEE WARAN NDA TYPICAL ANC iOR5 SEE ELEV. FOR SPACttiO o C St $ a o g $XTERIOR i a FR0DI1Cl FtgV ��" FIAT 71582 Ca1bw�QItS0N107�11 g Deft �i H crowing no. W11-10 sheet 4 of METAL SIR �� i n e's ..♦. a TYPICAL ANCHORS p SEE ELEV.FOR SPACING MIAdi-DAVE COUNTY APPROVED MULLION&MULLION ANCHORS Z • 6.. •1 a. SEE SEPARATE MCA e o' e a e ALT. ia �a6 IQ CAL ANCHORS TYPICAL ANCHORS SEE VLEV. SEE ELEV. FOR SPACING FOR SPACING v J Vl w�+ afn 3a 1/4°MAIL. ALT. e s a a' ip TYPICAL ANCHORS s na n SHE ELEV,FOR SPACING TYPICAL ANCHORS SEE ELEV.FOR SPRING 8 "�f Q 0 O ALT. ° INMAL=ON DETAILS WITH FLUSH MME ADAPTER Aan F1'A IS6/T06B� BRODUCPRBVi� '• ��YlOiwlmGiOFiD>'�d1� .I. � FOY P .° > o I EYOtlCIfFg CIO. °.v •'o',-a P �'�;p12 W11-10 3.001 rm PART 8 WOANRnY D88CMPTM UATBM MANP./8UPP6,8R/mwABKB 4.780 1 UO3 4 F&W WAD/SLt AA BOWTO 8 2 E804 4 SOP COVER 0O3-TB - P ' 3 FY109 AS RED. WAZ=BEAD /18°IANL W83-Ts - Z S 3A no AS REOD. GAM BEAD ,AM.0LA10 =348 - 38 moo AS RM. QAnW BEAD 811 8°LAlL QM) OO63-78 - F 3.4 4 010 K 1-1/4' 3/CORNER Af .Y SOItM - - OB•d 2.878 8 E203 AS REQD. MAMN BEAD MA OW MM 08 swmPRENE ULYRAFAB .062 8 PSJ40-SS 2/CMM FMW CRIER KEY ST.sm - Typ. 7 FLB-90 ;Z SPACER- i/6•HK4, SILY>7IJE MONK LM a 8 M20 AS RED. PLt881 FRAME ADAPTER 8089-TB OPWOL g S - 2/1.rtE Of111Nt1 BLOCK.3 1,O°K 9/4•K e LM I MPMW 9 C FPM EACH ENO Of li@1FR as .719 tE ALL JOINTS AND FRAME CONNECTIONS SEALED WtfH 3 (Dt FRAME HEAD/SIt L/JAMB SCHNEE—MOREHEAD SM5904 SEAM SEALER. �� ,� 4 _ .D80 /- II II - ,� , gn ® SNAP COVER - / I f �.394 I I z8 z�� 1.047 I y W n 3 ®GLAZING READ (7/19° LAM. (GLASS) ,30 .DB2 048 �7N 1.172 2.811 GLAZING BEAD QNSUL LAM. GLASS) O FLUSH FRAME ADAPTER j 1.730-1 1 81s FRAME CORNER • , ,. T_ 483 i FS 4 .�3 .048 1.780 PRODLRCI' 8 y� y�1�' 1.047 I { B'�1 DAto Icr+� $ I6 i t .03 drawing no. W11-10 CURING BEAD (8/19°LAM. GLASS) © CORNER KEY ! e 6 B t , ti NIAMF M MIDADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 SttuA,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786}315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wTNw.mia,nlasae�gov��era Eco Window Systems,LLC. :- 7955 NW 77°1 Avenue Medley,FL 33166 SCOPE.. This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami Dade County PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid aft 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 revoke modify,or suspend the use of such product or material within their jurisdiction.' immediately fy, p p �unsd chon. 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. DESCRIPTIO n -- APPROVAL DOCUMENT:Drawing No.W1148,titled Series"S-560 Aluminum Projected Out Wdw. (L.M.I.)",sheets 1 through 6 of 6,dated 02/24/11,with revision B dated 01/31/11,prepared by Al—Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: LABELING:Each unit shall bear a permanent label with the manufacturefs name or logo,city,stag modeUseries,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 proem.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#1140309.05 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Peru,P.E. Expiration Date: May 26,2416 Approval Date: May 03,2012 j /,� Page 1 Eco Wad-=Svetema LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.V11--0S,titled"S-560 Aluminum Projected Out Wdw.(L.M.I.r,sheets 1 through 6 of 6,dated 02/14/11 with revision B dated 01/31/12,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 2411 3.2.1,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 3150 and HETI=103151,dated 12/29/10,all signed and sealed by Candido F.Font,P. E. (Submitted under previous NOA#.t 1-0309.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2007, prepared by Al Farooq Corporation,dated 03/02/11,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA#II-0309.05) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURAN4bE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA) E. MATERIAL.CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Cm,Inc. for their`DuPont Butacite@ PVB Interlayer"dated 09/08/11,expiring on 12111/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,and of no financial interest,dated January 30,2012,signed and sealed by Javad Ahmad,P.E. G. OTHER 1. Notice of Acceptance No. 11-0309.05,issued to Eco Window Systems,LLC for their Series"560 ECO-Guard"Aluminum Project Out Window—L.M.I.",approved on 05/26/11 and expiring on 05/26/16. Manue Pqe"14 Product Control Asminef NOA No.1 .26 Expiration Date: May 26,2016 Approval Date: May 03,2012 E-1 r, a 83 1/6. 37- �y WIC WIDTHy WHOM WIDTH 81 1/B° 38- �Y FALSE ULOM VENT WIDTH VENT WDTH ; (SURF APPt30) 451/2- 29 3/6° USED O.L OFIC. D.L.OPG. A to p' 1` iit C r -------, __ -- M Wow.WIDTH WDW.HEIONT 1) 26-1 2° 53-I fir - 1 32" 53-1/8, 3Y a3-1 8° /'------It- 4r 48-$4° / II 48° 40-7 8° 9 3/4° 83-1 8° 97° HEAD LOCKING POINTS CORNERS SIN. SEE CH491 _ WDMW.HF]OHT NA OF ~V M! UPTO KEEPERS N1 AT SASH 4 2 12 1/2° rl NOTE; 28' INK. O GLASS CAPACITIES ON THIS SHEET ARE ss-t 4 HSiLt Z BASED NC cuSTS) F VAT�N pp y Q z ANLRRI BUILDING E1300-04 OMMIiSSISEC. TYPICAL STATEMENT DCAOS-DEC-219 W o 1/9°TEMP.GLASS 3/b°AIR FACE ECO-GUARD SERIES-580 1/S-HEAT STREN'O.GLASS 1/9-HEAT STRENb.MASS � ALUMINUM PROJECT-OUT WIlVD0�7 .WD INTFRLAYEIt �I0TEt9AYER APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE BUrACrM PM BY'a,PONT SUTACRE PVB SY'OUPONV 9 COMBINATIONS OF PROJECTED/PROJECTED OR PROJECTED WITH OTHER 1/8°HFRT SfREN'D.GLASS 1/s°HEAT STREWD.CUSS WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING 11211 MIAMI-OADE COUNTY APPROVED MULLIONS IN BETWEEN. gg SILICA pp. SIUC9NE LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL F DOW CORNING we F % CORNING m WILL APPLY TO DMRIE SYSTEM. 41 R THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE $ 9 9 /6 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY » n <m HUItRa" ZONE (NYHZ). __ A4D LEG V� - WOW BUCKS BY OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER �4 LOADS TO THE STRUCTURE. grs d 1y p ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.ANCHORS FIA PC 7646f B PRODTICI'RBYI>� C agomeplyingw�OroF1>>a�t M EMBEDMENT TO BASE MATERIAL.SHALL BE BEYOND WALL DRESSING OR STUCCO. rCAfl.l BaddfU" h ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A I= DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOW ONLY. 1 GLASS TYPE 'AA' drawing rs0. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT 012 Wl 1-'08 COME INTO CONTACT WITH OTHER OISSIMULAR MATERIALS SHALL MEET THE GT.A9.TL11G APT30N3 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.&4. sheet 1 ' ley TYPCM.ANCHORS �( u Sm mm i3 wow SUCI! FOR SPACING STRUmm -•------ •- 7$ .•...d e , e 4 o e a s w 1 a•.4 a 3 4 u e 1�A ANCHORS ' $p e 1 .a .a ••l^ I I� 8 �....... _—__----_--�J , — I t 1a '� t � '� a� • 2 TYPIrAI.ANON TYPICAL ANtX•NORS FOR • SEE ELEV. FOR SPACING FOR SPSPACING as WOOD BUCKS AND METAL STRUCTURE NOT BY ECO "W, FOR SPACING V MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM (F=K%F"92 KSI) AND TRANSFER THEM TO THE BUILDING STRUCTURE. (Fu-177 VA,Fy-168 KSI) U1 INTO 281'WOOD BUCKS OR WOOD STRUCTURES ,SG 1-3/8- MIN. PENETRATION INTO WOOD w a z fi A14 SMS OR ME nUjhtG SQREWS (GRADE 2 CM) INTO METAL STRUCTURES � STEEL : 1/8-THK. MIN. (Fy - 38 KSI MIN.) W ALUMINUM : 1/8-THK. MIN. (8083-TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Al2 SMS OR SEC ORI I nu0 4_!!RFUffi (GRADE 2 CRS) INTO MIAMI-OADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") g) (NO SHIM SPACE) 1 Q INTO WOOD STRUCTURE - $ 2 INTO METAL STRUCTURE - 3/4- MIN. 17 CQ CONCRETE AT HEAD,SILT.OR JAMBS N - 3000 PSI MIL r1 t C-90 HOLLOW/FtLLED &OCK AT JOSS I'm - 20W PSI MIL �S t 3 am 1 t , ;, •1_; a_ ._• ,FIJ.P,E 7�_�892•., -.gyp lII No .•e••. ••4t •,e•'•Q+•• e d •O. °. tO , 6 V' .9- Daft A .• �'.. a '.�. �APMH� .v 18Y t .. 1' $B ELEV + 2�1� QfCViI11Q AO. FOR SPACMG wm SLICK FOR SPACING 1N41-08 tit o1 ,/4'MM I 7SEE 9WJ F w�u h TYPICAL.AM CHM Em. FOR VACNO rue rs p�_� Cplald.J53B 12 of W,a� z�� gHO oraxang no. W11-08 w I . ST WAL E ----------- r------------_..—.._--I TYPICAL AC(IORS !'I wm—GAGE COLNIY APPROl�O 1 j 9EE ELEV.FOR SPACING I'MULLION&MULLION ANCki M ..< - ' •- ' e . 'SEE SMWATE NOA '�, 19• �9 I 13 �� I 13 n� � O ' A ALT. sm 6 FOR SPACING FOR SPApN6 0 1/4"NAx z SHM ALT. a} TYPICAL ANCHORS 'P e q . 9 - P G + T SEE 0" FORFOR. SPACING P ..�� ` P TYPICAL ANCHORS .4 $ SEE ELEV.FOR SPACING . P O Q b ALT. 1 t3 111GGG555 ,B INSTALLMON DF TAW KITH FLUSH FRAME ADAPTER ; C mc*0CIrftw p FLA'.PEq 7tHI�B2 e® wbbdwrsodb No Data C.A,IL 3898 . ti HaEQ1C7eGo ffi . P'r . > •P y'- droving no. wl 1-08 ghee! 4 of I J FfB1d PART 0 14VANTM DP 1R[P'RON MAT( AI. MARP./BOPPIJBR/S@NA1Gffi FLU - 1 6501 4 FRAME HEAD/SILL/JALW 6003-TB .+ .5w 2 Em 4 VENT 6083-78 - ca IAN 3 MOB AS REDO. MAZWO BEAD MASS) 8D348 - .082 3A ESOS AS REOD. MAM BEAD N'1s L LAM.OIASS 8083-78 - L. 4 £908 AS RM VIVOSER-VENT.FUIL UMM 8083-T8 - Fem g1 4A E609 AS REOD. SNUSM-FRAME.FULL LENGTH 6063-T6 - ;t .076 2.821 S FA08 0PT=ft SCREEN FRMM -T8 - �•f 7 810 X 1-1/4' AS RE100. FRAME AND VENT ASSEMY SCAM - H So Sty ' 8 EM AS READ. =a MOMMETER 68 SAKWPRENE tu'rWM a° { 9 Em As Rm. MAM Rm 1118.8. 65 SANTOPR EW ULIM AB 10 38.12.00.490 2/VENT 4 BAR HINGES ST.Sxm TRUTH,SWAM 9.TM )810 x 5/8'SOS dpe 11 13088.92 1 MLR.TI POW LOCK SYSTEM - TRUTH Q FRAME HEAD/SSA/JAMB 12 31984.82 AS RECD. KEEPER STEEL TRUTH �B 13 $9.13.012 1/VENT ROTO OPERATOR TRUK AT 12"FROM EM � $ w 2,354 14 PSJ40-SS 2/CORNER FRAME/VEM CRIER HEY ST.SIM - GGG 1330 18 FY120 AS WAD RAM FRAME AMPTER 76 OPQONAI 16 2 ANTI SAG SKATE,AT 4-1/2°FROM EACH EV RAM MM PLASM 17 010 X 1-1/a° 2/SKATE FH SDS SKATE S=M 15 08 X 314° AS RM. FH MAS SHIWBER SMUSS - IN PAW 2'APART.PAM SPACED AT 7-3/4'MQ 19 2/UVE SETTWG SUOM 311W X 3/4'X 4'UM KEG AT 8'FROM EACH DA mumEm 68 S} V 9 LW4 372 20 FLB-50 IMASS SPACER- 1 7 2.813 /B"11KR1 SStCOP9: FRMHf L01TH J!� SEALAM .719 .6lW W tip ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 12 SCHNEE—MOREHEAD SM5504 SEAM SEALER. (q PARIMETER CAULKING SICAFLEX 1" ON EXTERIOR ONLY. VENT a�s g n i 082 LOCKS 2-2 .519 7gg MULTIPONT LOCK SYSTEM 813098.92 BY 'TRUTH' 2 1^q AT EACH JAMB a� LOCK OPERATOR 824.33.XX.004 AT 8-1/2' FROM SILL J oa5 28" FASTENED TO JAMBS WITH (2) 810 X 5/8" SMS. �, La n 18 FLUSH FRAME ADAPTER LOCK BAR SECURED TO JAMB WITH LOCK GUIDES L 833489.00.0001 SPACED AT 12-3/4" O.C. MAX. EACH GUIDE FASTENED WITH (2) 810 X 1" P PH SMS + (.047 1.750 T) STAINLESS STEEL KEEPERS 831984.92 AT VENT Q3 GLAZING BEAD (LAM. GLASS) EACH FASTENED WITH (2) 810 X 5/8" P FH SMS •493 SEE CHART ON SHEET i FOR AUANTTTIES s .130 1.760 HINGES1 I 4 BAR ST/ST HINGES 835.12.00.400 BY 'TRUTH' LOCATED AT TOP CORNERS ,493 FASTENED WITH (3) 810 X 5/8' P PH SELF DRILLING SCREWS 1.172(8)GLAZING BEAD (INSUL LAM. GLASS) 14 CORNER KEY RM SINtY.E ARM ROTO OPERATOR 852.13.012 BY 'TRUTH' LOCATED AT MIDSPAN OF FRAME SILL FASTENED WITH (6) 810 X 1" P PH SMS �BR p�,•246 OPERATOR TRACK 830175 AT BOTTOM RAIL , eA,v. =FASTENED WITH (2) 810 X 1" P PH SMS FIA PE 7 " 120 .780 ��.120 ANTI-SAGS I. s: o 1.268 NYLON ANTI—SAG SKATES BY 'M&M PLASTICS'EACH FASTENOED WITH(2)8102X FRO/4 P FH SDS. ® SNUBBER -VENT 4� SNUBBER — FRAME , 1dlteet of Contractor: Homeowner: SRW&D, Inc. John and Rocio Goris 14250 SW 136th Street Bay#13-Miami Fl 33186 1260 NE 98th st Miami Shores FI Tel:305-256-1411 Lic.#036S00463,SCC131150259 Mark Window i Door Type Approvals Width Height CDPS + CDPS - DIPS +) DIPS - 1 ECO-Series 600 Aluminum Outswing Doors NOA#12-0402.03 36 80 48.6 52.7 70.0 75.0 2a ECO-Guard Series 500 Casement window NOA#13-0206.07 37 63 48.6 52.7 70.0 75.0 2b ES-Aluminum tube mullion NOA#12-0308.37 1x4x64 48.6 52.7 78.0 78.0 2c ECO-Guard Series 550 Fixed window NOA#13-0206.08 Wlx4x64 48.6 52.7 68.9 73.8 2d ES-Aluminum tube mullion NOA#12-0308.37 48.6 52.7 78.0 78.0 2e ECO-Guard Seri es 500 Casement window NOA#13-0206.07 48.6 52.7 70.0 75.0 3 ECO-Guard Series 560 Pro ect out Casement window NOA#12-0223.26 48.6 65.1 70.0 70.0 4a ECO-Guard Series 500 Casement window NOA#13-0206.07 5/8 48.6 65.1 70.0 75.0 4b ES-Aluminum tube mullion NOA#12-0308.37 xx 48.6 65.1 147.2 147.2 4c ECO-Guard Series 500 Casement window NOA#13-0206.07 261/2 505/8 48.6 65.1 70.0 75.0 5 ECO-Guard Series 200 Aluminum horizontal rolling window NOA#13-0206.03 74 50 5/8 48.6 65.1 70.0 80.0 6 ECO-Guard Series 200 Aluminum horizontal rolling window NOA#13-0206.03 37 383/8 48.6 52.7 70.0 80.0 7 ECO-Guard Series 200 Aluminum horizontal rolling window NOA#13-0206.03 74 505/8 48.6 65.1 70.0 80.0 8 ECO-Guard Series 200 Aluminum horizontal rolling window NOA#13-0206.03 74 505/8 48.6 65.1 70.0 80.0 9 ECO-Series 600 Aluminum Outswing Doors NOA#12-0402.03 72 80 48.6 65.1 70.0 75.0 10 ECO-Series 600 Aluminum Outswing Doors NOA#12-0402.03 72 80 48.6 65.1 70.0 75.0 11 ECO-Guard Series 200 Aluminum horizontal rolling window NOA#13-0206.03 37 383/8 48.6 65.1 70.0 80.0 12 ECO-Guard Series 500 Casement window NOA#13-0206.07 37 505/8 48.6 65.1 70.0 75.0 13 EGO-Guard Series 500 Casement window NOA#13-0206.07 261/2 50518 48.6 65.1 70.0 75.0 d'� OCT 4 26113 �� y�,oRit:s Miami shores Village Building Department Hot" 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 �OR� Fax: (305)756.8972 Permit No: W 3 Ids-191-+ �- --17/' I Pagel oft Structural Critique Sheet C) tiv1r-Jr) Q-L, -kb CAL CL� LA 'It L) 0,S DfALl_ (P N NC- CA-J 3L 'Ti-kC L0A-37> c. �--164-,,JkWDt-iS G-'F C1AAP-7EP-(am) -D-D C,P-8 b-0 W STOPPED REVIEW 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. Mehdi Asraf ♦5�R� ... p...� Miami Shores Village ��-- �� Building Department �pRipP► 1 0050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#: I A, DATE. (NAME) Contractor •Owner •Architect Picked up 2 sets of plans and (other) Address: + �� e u�� FL— From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building D partment to continue permitting process. Acknowledged by: (Signature) i PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: ages Miami Shores Village Building Department I.pRtp�► 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#: W S 13-- 1 07 DATE: 9 IjDhh GOY1C4 (NAME) ❑Contractor downer ❑Architect Picked up 2 sets of plans and(other) Address: 1 Zed A 9r ��- From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building epa ` ent to continue permitting process. Acknowledged by: (Signature) PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: �" SgORFy. � Miami shores Village Building Department man 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 loR1DA Fax: (305) 756.8972 August 28, 2013 Permit No: WS13-1917 Building Critique Review 1. 1. SPECIFY WIND PRESSURE CALCULATED ON THE WINDOW AND DOOR SCHEDULE. 2. 2. STRUCTURAL APPROVAL REQUIRED. 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.