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WS-15-2932 (2) Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-256376 Permit Number: WS-11-15-2932 Scheduled Inspection Date:April 07,2016 p Permit Type: Windows/Shutters P 9JorgeInspector: Rodriguez,Jo i YP Inspection Type: Final P Owner: TER HORST, BARBARA Work Classification: Window/Door Replacement Job Address:1130 NE 91 Terrace Miami Shores,FL Phone Number (306)432-1775 Parcel Number 1132050010410 Project: <NONE> Contractor: AMERICAN STORM PROTECTION Phone: (305)264-0446 Building Department Comments REPLACING 18 IMPACT WINDOWS AND 3 IMPACT Infractio Passed Comments SLIDING DOORS. INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-248169. Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid April 06,2016 For Inspections please call: (305)762-4949 Page 44 of 47 _ Miami Shores Village .�� Building Department De Nov 1 Zo,S '�. art , 10050 N.E.2nd AveAvenue,Miami Shores,Florida 33138 ,;_ Tel:(305)795.2204 Fax:(305)756.8972 _4n - --. - INSPECTION'S PHONE NUMBER:(305)762.4949 �Tr,4 � FBC 201 BUILDING Permit No. PERMIT APPLICATION Master Permit No. (A) �- Permit Type: BUILDING ROOFING JOB ADDRESS: 13 0 N6 R 16`17—rek City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: //- Z Ds 00/w 041/0 Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): 13AiLbe, :7E P_ h0aE;r Phone#:(30S) Address: 1 1-3 0 AS E 4/ _rE R__ City: Hi A M 1 S A0 RES State: r Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: u_ IoRM ./10lArPhone#: 04 sl 2�-DS/ Address: /020Z NU) Z�j 't�f City: IL/ / A A4 r //// -- _-State: �� Zip: -13 17 Z--- Qualifier Name: �eMaAOA) "0 4/0 �-- Phone#: Oso �9S� $/07 State Certification or Registration#: G&G f 5/3 a.7 -Certificate of Competency Contact Phone#CJ �) _."l.$ -g Z/3 Email Address: PERM&I- A14G (Z,AQ4,t.V' dZ(�8 •Cd-rJL DESIGNER:ArchitecdEngineer: Phone#: Value of Work for this Permit:$ 29, Square/Linear Footage of Work: Type of Work: DAddition 261teration ONew ❑Repair/Replace C ODemolition Description of Work: e $ a 5 2h G S 1,vit G I&L Color thru tile: Submittal Fee$ 15Lb- 03 Permit Fee$ —91 G -CZ CCF$ CO/CC$ Senning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ _ TOTAL FEE NOW DUE$ ro • 30 • 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 rei pectmon fee will be charged SignatureSignatur Owner or 4W Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this_Afij* day of 0,j,�,by B�4i�Ii�►A N:Q >�ORST day of ,20,L,,Ix-,by Se-�ca� .pl�cl�Ji who is personally known to me or who has produced who is personally known to me or who has produced .tel C-9?Q%6 As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: IAZ Print � h . M Print e A • co #FF 230938 My Commission Expires: BW�Id to slats-all4ndN My Commissio MY Comm.Exp(ns M�t 4,2019 ZNIO 3111IH11IN '''•4n�`+�•`• Nm�tavyA=L APPROVED BYl .- ?lans Examiner Zoning Structural Review Clerk (Revised 3/1=012)(Revised 07/10/07)(Revised 06/10/2009XRevised 3/15109) u1C - ts- 21173z CERTIFICATE OF LIABILITY INSURANCE DATE 01/13/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(las)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endomement(s). PRODUCER CONTACT NAME: PHONE WC,No : 1.800-277-1620 x4M FAX WC,No): 797-0704 FrankCrum Insurance Agency,Inc. E-MAIL ADDRESS: 100 South Missouri Avenue INSURERIM AFFORDING COVERAGE NAIC9 Clearwater FL 33756 INSURER A. Frank Winston Crum Insurance Co. 11600 INSURED INSURER B: INSURER C: FrankCrum L/C/F American Storm Protection Corp. INSURER D: 100 South Missouri Avenue INSURER E: Clearwater FL 33756 INSURER F: COVERAGES CERTIFICATE NUMBER: 351853 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POUCIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAME ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ItSR TYPE OF INSURANCEADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP Lam WSRD WVD (1BBND/YYYY) (1aBlUD/YYYY) GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ PREM1. O=trrence CLAIMS-MADE OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GENL AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY PROJECT LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ c de ANY AUTO ALL OWNED SCHEDULED BODILY INJURY $ AUTOS AUTOS BODILY INJURY(Per acddert) $ HIRED AUTOS NON-OWNED OS PROPERTY DAMAGE $ $ UMBRELLA A LIAR OCCUR EACH OCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I RETENTION$ $ TH WORKERS COMPENSATION AND WC 201600000 01/01/2016 01/01/2017 X WC srAMORY ER A EMPLOYERS LIABILITY Y/N UMRs ER ANY PROPRIETORIPARTNERVEXECUTIVE OFFICERBMEMBER EXCLUDED? Q N/A E.L.EACH ACCIDENT $1.ODD.000 (MAY In NH) I yes,desuft under E.L.DISEASE-EA EMPLOYEE 1000 000 DESCRIPTION OF OPERATIONS below E.L. DISEASE-POLICY LIMIT 1 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attech ACORD 101,Additional Remarks,Schedule,N more space Is required) Effective 12/10/2014,coverage is for 100%of the employees of FrankCrum leased to American Storm Protection Corp.(Client)for whom the client is reporting hours to FrankCrum.Coverage is not extended to statutory employees. (Client Ref.: Qualifier: License#: CGC1513274) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Village of Miami Shores AUTHORIZED REP ENTATIYE 10050 NE 2nd Avenue Miami Shores,FL 33138 ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/06) The ACORD name and logo are registered marks of ACORD W O rn c Barbara Terhorst Eco-HR 1130 NE 91 st Terrace 15-0728.05 o < ) 73-3/4x38 Ir 1 m Miami Shores, FL 33138COPY Ox S` O-HR 15-0728.05 16 15 14 13 73-1/2x37-1/2 X Egr oS ECO-HR 0 ECO-HR Eco-SGD Eco-SGD Eco-SGD �2 73-3/4x38 I 15-0728.05 15-0612.05 15-0612.05 15-0612.05 o Bed X OX 1UHR 73-3/4x49 72x80-1/2 105-1/2x80-1/2 105-1/2x80-1/2 ------------------ -•- ------------ ECO-CM-HR All 5 fixedwindows 15-0406.i0O 15-3/4x23 5-0715.10 8 ` Bath Z 36-1/2x38 15-0406.10 36-1/2x49 Office 14-3/4x23{( 0$ g 23 o ECO-HR Space % 15-0728.05 �$ -------------------------. 15-1/4x22-3/4� 24 X 73-3/4x38 ECO-CM-HLE reSS '' Kitchen �8 15-0406.10 9 15-1/4x22-3/4 ti� 25 0 ECO-HR 36-112x38 Bed 15-0728.05 ECO-CM-HR X O X 15'314x22-3/4 F`y' 26 X 73-3/4x38 L=J �9 15-0406.10 36-1/2x38 Frord Door NA NIA ECO:Slide Picture Slide ECO-CM-HL 15-0728.05 ------------------------------------ 0 20 15-040610 Bath 0110-3/4x62-114 Garage 0 ECO-HR 36x37-3/4 ------------------- ------------------- 1/3-1/3-1/3 ECO-H R 2 f •. ••• ••' ••••. •• ' o X O 5 15-60 728 17 .05 EC -HR Bed 0 " 15-0728.05 73-1/4x37 73-1/4x49-314 OX 15-0728.05 ? ECO-HR • • '• • • i • O • •e • • ' ••• •'73-34x .05 -0 e: 0 F � e>'j 73-3/4x38 ECO-HR 1 ECO-HR15-0728.05\,Y-,/015-0728.05 O .s; +!,i OX 73-3/4x38 •• .. . . .. Egress ... ... - •>� N O ••• • • • • ee• ° • ' WIND LOAD TABLE FOR COMPONENTS AND CLADDING CLIENT: American Storm Protection ADDRESS: 1130 NE 91 Terrace PROJECT: Barbara Terhorst Miami Shores, FI 33138 City State ZIP EXPOSURE "D" WIND VELOCITY = 175 MPH ROOF SLOPE > 100 Roof Elev. Tributary Area(Sq.Ft) Roof Elev. Tributary Area(Sq.Ft) (ft) 10 15 20 25 30 3S 40 ;4S SO ft iD 15 20 125 30 35 40 `45 50 + 48.6 47.3' 46.4 417 45.1 44.6 44.2 '43.8. 43.5 is 48.6 47.3 46.4 4-17 45.1 44.6 44.2 43.8 43.5 35 52.7 SL4 50.5 418 49.2 _48.8. 48.3 4&0 47.6 65.11 62S 60.7 S9.3 S8.1 S7;2 56.3 5S.6 54.9 17 #' 49.5 48.2 47.3 46,6 46.0 45.5 4S.1 44.7 "A 17 + 495 M4 47.3 46.6 46.0 41S 4S.1 44.1 44.4 S3.7 SL4 SLS I SM8 SO.2 ,49.7 49.3 .4&9 48.61, 66.3 63.7 6L9 60:4 59.3 S8:3, 57.4 S6.6 56.0 0 � + 51.0 49:6 48.7 47.9 47.3 4&8; 46.4 46.0 45.6 C2 21) ♦ 51.0 '.49.6` 48.7 47.9 47.3 46.8 46.4 46.0 45.6 A ` 55.3 S3A 53.0 .52.2 51.6 SLi 50.7 50.3 49.9 A" - 68.2 65.5 63.6 .62.2 6LO 210 59.0 S&3' 57.6 i 51.9 50.S 49.6 4&8 48.2 47.1' 47.2 46.8 465 g., + 51.9 SO.S 49.6 48.8 48.2 47.7 47.2 46.8 46.5 O' - S6.3 S4;9 S4.0 S3.2 S2.6 SL1 S1.6 Si2 SO.9 ', 0 : 69.5 66.8 64.8 63.3- 62.1 610; 60.1 59.3' 58.6 H + S3.3 SL9 50.9 SO.1 49.5 49.0 48.5 4&1 47.7 25 + 53.3 SLA 50.9 50.1: 49.5 49.0 48.5 4&1 47.7 25 57.8 t6.4 55.4 S4.7 54.0 335 53.0 S2.6 52 3 '' 71.4 68.6 66.6 6S.0 63.8 GL7 61.8 61.0 60.2 28 + 54.3 52 8; SL8 SLO SM4 418 49.4 49.0 48.6 28 + 54.3 SL8 SL8 SLQ 50.4 49.8 49.4 49.0 48.6 �1 58.9 S7,4 56.4 '.516 55 0 54 4 54.0 53.6 53.2 72.7 '69 8' 67.8 66.2 64.9 63.8 62.9.62.o 6L3 VA + 54.7 S3:3 52.3 SLS 50.8 50.3 49.8 49.4 49.0 a + 54.7 53:3 S2.3 SLS 50.8 50.3, 49.8 49.4 49.0 Is --59.4 37.9 56.9 S6.1 55.5 54:9 S4.4 S4.0 53.6 73.3 70.4 68.3 66.8 OS.5 64,4 63.4 6L6 N O •• • y 3S 56.1 S4.7 53.6 SL8 52.1 SLA 51.1 SO.7 50.3 a + 56.1 54.7 53.6 " 531 sub 51.1► 5D.7 50.3 • - 60.9 S9A 58.4 S7.6 56.9 S6.5 55.8 SS.4' S&O 1 75.2 72.2 70.1 6SS 67#2 66.0 65.1 64,2; 93x4 •• d + 37.6 56.0 55.0 S4.1 53.5 52.9 52.4 SIS 515 IL +,37.6,56.0 550 641 63 5 S29 524 S1:9 3L5 • -; In 40 62.4 GD.9 59.8 S9.0` 58.3 S7.8 57.3 S6.8 S6.4 -' 77.1 74.0 7L9 742+ 689 6J.76 66.7# 6S.8 .0 •i S + 59.0 57A S6.3 S5.S' 54.8 54.2. S3.7 S3.2 52.8 as 45 `+ 59.0 S7.4 56.3 SSS >;i4.8 S4.b 3. S3.2 90'68 •• 4S -64.0 62.4 61.3 6D.S S9.8 59.2 58.7 S&2 57.8 - 79.0 75.9' 73.7F73.89 69.4 689& -6T4 61-•05 • 59.9 S8.3157.2 56 4 55.6 S5.0 54.5 S41 53.7 : + 59.9 S8.3 57.2 `55 54.1 5@7• •• - 65.0 63.4 62.3 61.4 60.7 641 59.6 =59:1 58.7 80.2 77;1 74.8 705 69A :68.S 67.7 • + 60.9 S9.3 581 S7.2' S&S .SS.9 S5.4 °54.9 54.5 + 60.9 59.3 58155.96 55.46 S4.9. SA& e• 66.0 64.4 63.3 62.4 6L7 6L1 60.5 60.1 59.7 -.81.5 78.3 76.0 7141 ib. 69.6 68.8 • 60 + 61.8 60.2' 59.0 581 57.4 56 8 56.2 55.8 55.3 60 t2.8 1.8 60.2 59.0 S6.8 • .8 67.0 '65;4 64 3 63 4 62 6 62 0: 51.5 6L0 60.6 79.3 77.2 72 f X 6 .7 69.8 GENERAL NOTES FIGURE 1 D=l OX OF LEAST HORIZONTAL DIMENSION 1. TABLES VALID ONLY FOR BUILDINGS OF MEAN ROOF HEIGHT 60 FT. OR LESS. ELEVATION "H" FOR SLOPED ROOFS IS THE MEAN ROOF HEIGHT. ZONE 4O 2. ROOF ELEVATION "H". IS DETERMINED ZONE S O BY USING FIGURE 1 AS REFERENCE. 3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1. - H 4. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN 1 D'� ROOF HEAIGHT AND APPLY TO ALL FLOORS. /� �/ �, c►�� 5. TABLE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR D D D'�/ SHOWN BUILDING HEIGHT IN END ZONE. 6. THIS DOCUMENT IS NOT VALID WITHOUT THE EMBOSSED SEAL SEAL OF AN ENGINEER EMPLOYED BY AL-FAROOQ CORPORATION. 7. NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY MANNER, EXCEPT FOR THE PORTION OF ASCE 7-10 SET FORTH HEREIN. 8. ALL LOADS ARE CALCULATED AS PER ASCE 7-10 AND LATEST FBC 2014 STANDARDS Q I q 1� data 10'02'13 REVISIONS: dawn en M.F. AL-FAROOQ CORPORATION n0. date by description ENGINEERS&PRODUCT DEVELOPMENT 0drootad iy: 1235 SW 87 AVE TEL (305)284.8100 DMI NO. I MIAMI,FL 33174 FAX.(305)282-8978 JAVAD AHMAD FLA P.E.f 70681 0 CAN.3638 SHEET 1 OF 1 r M1AM1-DY4DE MIAMI-DADS COUNTY ram PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(IM 315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mtamidede.au cconomX Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other 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 AHI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building coig.••;• This product is approved-as described herein, and has been designed to comply Vitb te Florida Building•••;• Velocitv Hurricane Zone. •• • ..,i e °• DESCRumom Series"Eco-Guard 300"Aluminum Fixed Window—L.M.I.... ° PROVAL DOCUMENT:Drawing o. - ,U co- uar sties- etq (L.M.I.)",sheets 1 through 5 of 5,dated 03/23/09,with revision D dated 07/08/15,px8pfred by Al Farooq ". Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami Dade County V oduct:Cefifrol e• ev . ...... Revision stamp with the Notice of Acceptance number and expiration date by the Mjam}�pade Cn.ty • Product Control Section. :060a ....:. MISSILE IMPACT RATING:Large and SmallMissile Impact Resistant °• ;.... LABELING: Each unit shall bear a permanent label with the manufacturer's nRme or loge:AH i H 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#14-0317.03 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0715.10 E couNrr Expiration Date: June 17,21)19 ' 8jtj��t5 Approval Date: September 03,2015 Page 1 , Eco Window Systems.LLCM NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED, A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0413.08) 2. Drawing No W09-20,titled"Eco-Guard Series-300 Alum.Fixed Wdw.{L.M.I.)", sheets 1 through 5 of 5,dated 03/23/09,with revision D dated 07/08/15,prepared by Al-Farooq Corporation,.signed and sealed by 3avad 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 installation diagram of a 971/4"wide x 961/8"high Eco-Guard series 300 aluminum double fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No.HETI-08-2192A,dated 01/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under NOA#09-0413.08) :...:. 00 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS�O1»1. •• 0• 2)Cyclic Wind Pressure Loading per FBC,TAS?,W-94 ;••••• ...... along with installation diagram of a 971/4"wide x 96 1/8"highlbv-Guard series 300 • aluminum double fixed window,prepared by Hurricane Engi4ee fsg&TOWv2jnc., • • Test Report No.HETI-08-2192B,dated 01/15/09,signed and Y%Ted by Candido F. .....• Font,P.E. (Submitted under NOA#09-0413.08) • .. .. .... ...... 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94.•••• • 2)Uniform Static Air Pressure Test,Loadingper FAC,TM X2.94 •••• • 3)Water Resistance Test,per FBC,TAS 20294.•. 90606: along with installation diagram of a 48 1/4"wide x 96 3/8"higVEca-Guara,seres 306 aluminum circular arch top fixed window,prepared by Hurricane Engineering& Testing Inc.,Test Report No.HETI-08-2193A,dated 01/15/09,signed and sealed by Candido F.Font,P.E. (Submitted under NOA#09-0413.08) 4. 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 installation diagram of a 481/4"wide x 96 3/8"high Eco-Guards 300 aluminum circular arch top fixed window,prepared by Hurricane Engineering& Testing Inc.,Test Report No.HETI-08 2193B,dated 01/15/09,signed and sealed by Candido F.Font,P.E. (Submitted under NOA#09-0413.08) 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 installation diagram of a 47 5/8"wide x 96"high Eco-Guard series 300 aluminum triangular top fixed window,prepared by Hurricane Engineering&Testing Inc.,Test ReportNo;HETI-08-2194,dated 01/15/09,signed and sealed b Candido F.Font,P.E. (Submitted under NOA#09 0413.08) Manuel Per E. Product Control F.A!m jfier NOA No.15-0715.10 Expiration Date: June 11,2019 Approval Date: September 03,201S E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUMD B. TESTS(coxTwm) 6. 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 along with installation diagram of a'50 5/8"wide x 63 1/4"high Eco-Guard series 300 aluminum fixed window,prepared by Hurricane Engineering&Testing Inc.,Test Report No.HETI-08-2195A,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submi ded under NVOA#09-0413.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 5a' Edition(2014),dated 07/08/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM B1300-09 0000.. D. QUALITY ASSURANCE see •• %• 1. Miami-Dade Department of Regulatory and Economic Resoua UEER) •••'• •• 0000.. 069.6. E. MATERIAL CERTIFICATIONS6 6 6 6• 0000 0000.. 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray Amefh eW,Inc.fbr their "Butacite®PVB GIass Interlayer"dated 04/25/15,expiring o*'jV11/16•::*- 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray.Amerlwjnc.for their uSentryGWO(Clear and White)Glass Interlayers"dated 06/25A 5,elpjft on •••••• 07/04/18. ' . . 0000.. .. 0000 F. STATEMENTS 1. Statement letter of conformance,complying with FBC-5111 Edition(2014),and of no financial interest,dated July 8,2015,issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. G. OTHER 1. Notice of Acceptance No. 14-0317.03,issued to Eco Window Systems,LLC for their Series`Eco-Guard 300"Aluminum Fixed Window—L.M.I.,approved on 04/10/14 and expiring on 06/17/19. Mane Pe ez, .E. Product Control Aamiher NOA No.15-0 15.10 Expiration Date: June 17,2019 Approval Date: September 03,2015 E-2 . . ... . . . ... .. .. . . . .. .. . . . . . . . . • . . ' .808 -2.M 1 .062 • • • •. • •.• WWDOW WIDTH FALSE KINTINS '600 JN • • • • ••• • • ••• (SURFACE APPUEOj D.L.OPG. tb13 .878 •.• ••• ••• ••• •.• •0 0 OPTDNAt. g 1.000 &811 3 10 .082 Q FLUSH FRAME ADAPTER 2.730 • • • • • • • • • Qt FRAME HEAD/SILL/JN� • • • • • • • • • =- ---__ = o .efJ .<W3 11 II � J� pl GIAAZING BF�1D V II II .376 N Q ANCHOR COZIER 3 Z c ti UK NF D/SILL 1HEA0/9LL 3 Z CORNERS Waz� TYPrAL I ECO-GUARD SERIES-300 ALUMMM FIXED WMID mm LOAD RATING'S FOR THESE MOONS TO BE AS PER CHARTS SHOVfN ON SHEETS 2. MASS D.LO. LTUL Elf? R D.L.O.MGHT-WMIOW HEIGHT- 3.625' APPROVAL WPM TO SINGLE UNITS OR SIDE BY SIS D.L.O.WMTH =WINDOW WIDTH - 3.825' �R R COMBINATIONS OF FDL/FDL OR I=WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MNIB-OADE COIm APPROVED MULLWNS IN BETWEEN. LOWER DESIGN PRESSURE FROM WMDMWS OR MUUM APPRMAL WU APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED ANO TESTED TO=OILY WITH THE S S S RFAUBIEMENSS OF THE nMMA BUILDING CODE MCLUDING HIGH VELOCITY moo HURIMMIE ZONE(HVHZ). WOOD MM BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER q LOADS TO THE STRUCTURE • THESE WINDOWS ARE RATED FOR LARGE R SMALLMCHM MISSDE IMPACT. ` W0 0 PRA)HJCfRSVl4� EMBEDMENTSITo BE AS LISTED,SHALL BE BEYMM WMM AS SHOWN AP. OR STUI CO. SHUTTERS ARE NOT REQUIREDORS .° AMPU ANCHDRING OR LOADING CONBTRONB NOT SHOWN IN DEWS DES ARE uoOTJoIS•O NOT PART OF THIS ANAL ' - 11 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. BY MATERIALS DMUJI G BUT Nor LDATTFD TD 7�p./M AL SOWS,THAT I O 201 COLS INTO CONTACT WITH OTHER L1ISSIMrU1R MATERIALS SWILL MEET THE W0675 Z6 REQUIPWITS OF THE FLORIDA M.W.COBE. efi•et 1 of 5 . • . • • • • • • • • • • • • • • • • • ••• • • • • ••• D10= -PSF DAMN IUD CAPACM-M 3/18'ANN.CUM 3/18'HEAT SIWrD.WM •: •: p✓OIDOTaft I am"we cum Tym w Tama DBML OLa1f88 WM'C' OUSE TIM'D' `~ � • • lw) { ExL ) ) exc(+) ,Hr() WON mH(L) rxr+) I -) Exq+) ,Hr.(-) Bu�tooOsldwkow • • 246 • 7W *30 80.0 SOA 28-1 78.o Sao 8a0 904 Z gp'Kurotay Amm[ea,tno.' By' Amertoo.Ino.••• ••• • •• gp•0 90.0 37' TSA �.0 BD.O 90.0 3/18'ANN.MM 3/18•HEAT s RWD6 MM 38• 7B4O eao 8060 90.0 03-1/8' � 7860 Bao 8060 80.0 SRICONE42' 78.0 80.0 8060 no 74' 78.0 Bao BDA 9060 DOW can=899 CORN=>�•• : 480• :•• •18.0 •8060 8060 BOA 26-1/2• 78.0 Bao MA 9a0 y1 CE SCS 2000 F tE SCS 2000 • •• :-• • • 7860 �A MA 80.0 V X3/ir 7860 8060 8060 9a0 Sd i • • ap'• •• 7860 •8Ao 8.0 9060 s3-t/S• 78.0 80.a BOA 80.0 a 4 I ro 4 it' ••• • • s • • a" 8060 90.0 74' 7660 SDA 80.0 90.0 !l�YY 72• 78A 80.0 Bao s o 26-1/2' 78.0 BOA 80A BBA Z 8 I 6 2$ 75A MA 80.0 2" 3r 7&0 no 8060 Sao v a • AT 1/4 PONDS a ! AT t/4 POWS 80-8/8' Q S`0 t 8 ON NES 81mER i ! 8 ON LUES At�ER 30' 7860 8060 8060 9060 83-1/e' 713 7860 MA 9060 Qat I"30'OW THAM 38.OW 38' 7860 80.0 804 90A 74' 7t3 731 80.0 9060 42' 4r7860 MA 8060 90.0 20-1/2' 78A 80.0 80A 90.0 48' 76.0 8060 WA 90.0 3r or 78A 8DA Bao 90.0 i8 x 1-114•sws se x 1-11,E sms 84' 7860 8060 60.0 9" 33-1/B' 8760 7260 80.0 "A /R 3-1/2 FRo►t ETIDS AT 3-1/2 FRDN ENDS 80+ 78.0 8060 Bao 9060 28-1/2' 78.0 9 80.0 �.0 • AND 1 O.C.NAx. AND t0'04.WJf. 68' 78.0 80A 80.0 90.0 3r 78' 7860' WA 80.0 1 Sao (j g GSC' GLASS TYPE •D' 72• 780 7860 80.0 WA 53-1/8' 879 N9GLAMG op SOA 8060 °�1 24' 7860 60.0 MA MA 30' 78.0 MA =A 9060 38' 7860 8a0 800 800 w 4r �. 78.0 804 BOA 90.0 48' 780 BOA 8060 WA 84' 86.8 71.3 MA WA n_ w 80.2 04.2 8060 9060 L BB' 6" 64.2 8DA 9a0W.wom oM WITH wmTH vnNDaw t�Ttt 72' az eas eao Sao 24' 7860 80.0 80A smo Z 30• 7660 8a0 80.0 BOA ?8 y.G/% O 38' 7860 80.0 8060 9060 U I 42' 7r 7860 Bao 80.0 90.0 w� 4B• 7" 78.8 WA 9" Ag; I I k I p• 80.2 84.2 8060 emo VFR OUY Y AWM - 24' 7860 8060 80.0 9060 F I E WOM wmn, womoff wm ��`) .W' 764 8a0 8a0 9a0 ill I 1 38' s 78.0. 80A wA 9060 P t' 42' 70A 7060 MA 9060 gg I 48• a9 8&9 8060 WA $ 1 I I 8a Bas OQ 8" 90.0 3 70.0 MA MA Sao w 30• 7860 Sao 8060 WA � =a J. 38" 88' 73A 76.2 8060 90.0 NOTE: $S S S 4Y 048 Obs 8a0 Sao GLASS CAPACMES ON THIS SHEET ARE WXM WIDI wBmaty wom WDWOW wom I I 48• a9 899 mA 9060 BASED ON ASTM E1300-09 (3 SEC. GUSTS). 24' 764 WA 8" no Sr 75A Bao MO I Sao bon a=A 1410 pHO •Rgy 36" 743 748 Bao 90.0 KA m70592escmoyyrk�gwBLa•tOaIR� y I I 42• 81.8 61.6 80A 9060 �• b t in 15 10 J 24• 764 80.0 Bao 90A IMb �•-1 30' 120' 7600 BOA 80.0 904 ALI.OA9A�E LOADS FOR ALTti M SWAPES AS SHM ABOVE OR SIYOIAR CAN BE 38' 749 748 80.0 B00 szoA dra•�g no. VERIFIED BY u4sc64c PICTURE+mEm +sHAPE wm9N�IIARE OR RECTANGLE as Ju,2015 WQ8-2Q stawN 64�TtED LBJEs AEm oaVXM ATLOwA U LQQ$FI41 THOSE SHAPES. •n9•t or • • • • • • • • • • • • A. • • • • A. 113Y TYPMJ9.ANCHORS Q S£E aW.FOR SPACING MEML rAW.L ANCIWRS Li WOOD � S . p L1".�SPACE ro .'�:.4 i• •n. .'d•i :.n'• •• •• • •• • • WOOD • tGAN—DA)E COUNTY APPROM '•4 •' a`• •'•'6 e s. a • • • • • • • MUIAHN&MUUJDN ANCHORS ,.a' a ti• '! .•• d. • s•• • • • •• SEE SEWMTE NOA Z t.. „��.. • • •0 00 p • • • t Q 0*0 'I 3 •• • • • • • ••• •• z q : TYPICAL Atm TYPHIA.ANCHORS SEE M".FOR SPACING SEE ELEV.FOR SPACING 3 li :I vd i! •i II �i WOOD SUCKS AND METAL STRUCTURE NOT BY ECO WDW. TYPICAL ANCHORS: SEE Em.FOR SPA= I !� MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4'OUL JAMEM BY'ELCYY (FU-177 RST,FY=IDD X51) U y1 AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 20Y WOOD SUCKS OR WOOD STRUCTURES ii • �� 1-1/2-MN. PENETRATI�1 INTO WOOD Uj !! THRU 18Y BUCKS INTO CONC. OR MASONRY 1 1-1/4- MN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY 014 SMS OR SELF DMLLONO SCREWS (GRADE 2 CRS) o o f� INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. TW. - 1/9'7 158 ZINTO METAL STRUCTURES z STEEL: 1/a-THK. MIN. (Fy 36 KSI MN.ALUMINUM : 1/a-THK. MIN. (6063-T3 MW.)(STEEL. IN CONTACT WITH ALUMINUM TO PLATED OR PAINTED) jj TYPICAL OM DISTANCE !1 �! INTO CONCRETE AND MASONRY- 2-1/2-MIN. INTO WOOD STRUCTURE a 1' MIN. / - Fi !! INTO METAL SfRUCILIRE- 3/4-MIN. 3 i! ! WOOD AT HEAD.SILL OR J SO-OAS bWL k CWWRETE AT HEAD,SILL OR JAMS f'c-3000 PSI MN B 4 0-0 HOLLOMIAUM 81M AT JAMBS fm- 1600 PTI MIL SEALANT: %L;=A ALL JONTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. <m v O . Ilyt JWGD ADHD pRODUCf RHVNW � •• < RA. ONL 70592 ascomplyhiswft y�$OYLWImt 1 k Date .}:J ..,•, •-0a n •a. 1 • ANCHORS YPkgU. O] ,. • v .TYPICAL Al By dMa q Tno. ,.• SMELS FGR sPAemND W660 tWe JUL 20ia W09-2Q Med 3of 3 . . ... . • . •.. • • • • • • • • • • M/ PART 0 Rm. MMCMPrmR MArmnn" a AW./Ser>1MR/FMA- 1 FY301 aFR/@E HEAD/SRL/AAMB 8083-T8 - IIU� 2 FT= AS REM 81AZ810 HEAD-7/18'SASS 8083-T8 • • • • • ••• Ul�j 3 FYS03 AS REOD. ANtHDR COVER 6083-15 - • • • • • • • • •• __7/8''DSf. 4 E203 AS REM OUAZMO BEAD HULK NEOPRENE RA.TPAFAB •,/ •• • • • M S1RAP 8 8 FLB-50 I GLASS SPACER-1/8"HIGH SUOONE FPANK LOWEfL • • •�" • •• •• 8 /10 x 1" 8 FRAME ASS111BLY SCREWS CR4 f91 SNS P. 7 Fri20 - RMSH FRAME ADAPTER M= 8083-TB LE OPIfONAL 8 ^ 2/USE001M= EPWL WRONEIER 8515 SHORE A • • • �' • • • • 8 it. . . . . . g � .."U WELDED MIMS MM-DME CouNly TYPFAL ANCRMRS �T OR SQUARE WINDOWS CIRCULAR WORMS MRER CORNERS N to SEE E1.EV.FOR SPAM CORNER DETAILS gQ + 0P - - z rL! =__- TtPIr AL ANCHORS O SEE ELEV.FOR SPACMO WIDIDWY WID1H WMDOW WON 1/4" MAX tg Rg T tt 1/4"MAX. SHOE W Oi 8 d 1/4"MAX © SHMS TYPICAL ANCHORS e k 1 �M%CM SE ELEV.R FCR SPACING $$ 3 METAL P,s - o. 4 STRUCM ^ >9'oS6 •r.^r_:-s:=:»:—^_:ter•--._.._•-'-•---r _-:_-:-:s:.:•_•-:-:_._ •r._.:=.:n»:-:»=. <m n n WOOD K --- •4 • WDOD - Er4n am Mwa PRODUCrREVISMR FIA. jal B A31h tlloPtei4ls .L �v y 2 ► 1 rR, AaepRmxet -o tog d �'j 1 EXTERIOR 6WOOD $ $ DY OPO. drwMng no. WNWmtR1 02015 W09-20 - sheet of 5 . . ... . . . ... •. •. . . • .. .. . • . . . . . . . . . . . ..• • . • . ... SrRLICTLIRE TYPICAL,ANCHORS SEE p" FOR SPACING SFE El".FOR SPACINGRomp qICRg• • •• • AD AT• •• • • • • • ••• •• d HORS TYPICAL ANCHORS SEE ELEV.FOR SPO W We MAX o ytg ALT. 3 .r aS G� • 4 ! : ; lid TYPrALAKCHORS SS€yy Yui SFE ELEVFOR SPACING 31 © t" 1rr- Esso ALT. <moc ' a DJSTAUA MON DETAILS WITH FLUSH FRAME ADAPTER Bvn MW NOD PRODUCrRRVXM •� `..c .•: L ML FIA. 7pM, = M!LLoPlorWa 9" ThNGIL ANCHORS fl1 SEE ELEV.FOR SPACM W09_2� sheat of r MIAMI-DADS MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mtamid ade.eavleeonomy Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product ERProduct 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. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building ing ing the High V1 i rr' Z DESCRIPTION: Series"Eco-Guard 500" Outswing Aluminum Casement Window-L.M.I. ALPPROVAL DOCUMENT: 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 E dated 06/23/15, 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:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's gtppp.gr logw0i'tp,state,...:. series, and following statement: "Miami-Dade County Product Control Approved.',u"ss otherwise noted• • herein. •••••• RENEWAL of this NOA shall be considered after a renewal application has been�ea and there has been • no change in the applicable building code negatively affecting the performance of t � :.-9 .;0•• ...... TERMINATION of this NOA will occur after the expiration date or if there has beexorevision or change •, in the materials,use,and/or manufacture of the product or process.Misuse of thi;NOA•as anVVJpWment""" of any product,for sales, advertising or any other purposes shall automatically terbibWfathis 140A.Failure:....: to comply with any section of this NOA shall be cause for termination and removal o*'NO•A. • •:• ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA.is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No.*13-0206.07 and consists of this page 1 and evidence pages &I and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0406.10 t aj°a"tE a Co Expiration Date: May 19,2021 f O Approval Date: July 02,2015 Page 1 1 � Eco window Systems.LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.11-0309.06) 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 E dated 06/23/15, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a casement window, prepared by Hurricane Engineering and Testing,Inc.,Test Reports No. HETI-10-3150 and HETI-10-3151,dated 12/29/10,all signed and sealed by Candido F.Font,P.E. , (Submitted under NOA No.11-0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5", . Edition (2014), prepared by Al-Farooq Corporation, dated 03/17/15 aU. 4;R3/15+6••• signed and sealed by Javad Ahmad,P.E. '..' : .• 2. Glazing complies with ASTM B1300-096666.••• •• • . 696..4 6666.. D. QUALITY ASSURANCE '••• • 6666.. 1. Miami-Dade Department of Regulatory and Economic Resourq%*M13R) 6 ••6• . 66669 6666 6666.. E. MATERIAL CERTIFICATIONS •••••• • 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray Anterrea, Ida..far their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,exipiriYng ori j2/,tVl6. ;••••; 4 . a rez,P.E. Product ntr Examiner NOA No.15-0406.10 Expiration Date: May 19,2021 Approval Date: July 02,2015 E-1 Eco Window Svatems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest,dated March 17, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Reports No.BETI-10-3150 and HETI-10-3151,issued by Hurricane Engineering and Testing,Inc.,dated 12/29/10,all signed and sealed by Candido F.Font,P.E. (Submitted under NOA No..11-©309.06) G. OTHERS 1. Notice of Acceptance No. 13-0206.07, issued to Eco Window Systems, LLC for their Series "Eco-Guard 500" Outswing Aluminum Casement Window — L.M.I., approved on 05/02/13 and expiring on 05/19/16. 0000.. 0 . 0000:0 0000.. 0000.. 0000.. 0000.. 0000 0000.. 000* . OeVe 000000 . 00 0.00. . 00 00 0000 000000 :00:0: 09 0000.. . . 0000.. .. 0000 00 0 I� Manuel P Product COIItr Ex er NOA No.15-0406.10 Expiration Date: May 19,2021 Approval Date: July 02,2015 E-2 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• ECO-GUARD SEMS-50 WINDOW WIDTH ALUMINUM OU=NG CASEMENT WINDOW • • • • 3•• •• APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE •• •i • •i •VEdT W HI •• O COMBINATIONS O'CASMT/CASMT OR CASEMENT WITH OTHER • • •• ze 3/f WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING •••( APS • D L 6)E• MIAMI-DADS COUNTY APPROVED MULLIONS IN BETWEEN. NAY BE USED LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL A WILL APPLY TO ENTIRE SYSTEM. 2 $ THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • •• • • • • 8 y r REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY V g HURRICANE ZONE(HVHZ). • • • • • • ii //• LWOOD BUCKS AMS EBY�,MUST BE ANCHORED PROPERLY TO TRANSFER • • • •=—� �!• g ANCHORS SHAD.BE AS LISTED, SPACED AS SHOWN ON DETAILS.ANCHORS j EMBEDMENT TO�MATERIASHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE x=== NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE S USED IN DESIGN OF ANCHORS INTO WOOD ONLY. Ito$ n '9 ALL SHIMS TO BE HIGH IMPACT.NON-METALUC AND NON-COMPRESSIBLE. m c ===N----- o \ n----- V a MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS.THAT � g COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE \ j� REQUIREMENTS OF THE FLORIDA DIIUOING CODE. Vi # =84 _x= p3u �{ \ v THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPAC{: SHUTTERS ARE NOT REQUIRED. w 8 POINT LOgC w r 12• + MA1L r/S ro � MAXIMUM DESIGN LOAD RATING m+ 70A PSF HEAD HEAD/SILL T. 93 - O o M m (FOR s¢65 SMO1•I OR suALLER) — 75.0 PSF SILL CORNERS wmr.HEIHFIT � z TYPICAL ELEVATION 1IPTo AT SASH U 8 38-31ir 3 vi Ld w 1/8-TTM'.class Bo—s a o e3• s 3/8•AIR SPACE 78• e 1/8-HEAT STREN'D.CRASS 1/8•HEAT STIMM.GLASS 3/18-HEAT SIMM GLASS OSP~Smac PVB •DuP t B PV8 DuP°^L But°Nk°PY8 T!y•Kurar.y America.Ina.• Br•Kwww Americo.Sm.• BY•Kurmay Amerka.em.• ►'h 06.-10 d f 1/8•HEAT STREN'D.MASS 1/8-HEAT STREWD.GLASS 3/18•HEAT SIRENU MASS > r /�04ad. $ DOW CORNING 898 DOW L�@iG 80 � � DOW ass No g GLASS CAPACITIES ON THIS SHEET ARE ' s 3 g \ s s BASED ON ASTM E1300-09 (3 SEC. GUSTS) m o m AND FLORIDA BUILDING COMMISSION '�. DECLARATORY STATEMENT DCA05-DEC-219 Er CML tavAO ruiwm 'e RAPE if 7 MS2 ' 21 19 Afir LL SPOINTS ZES cA7a a SETTING BLACKS AT INSUL.LAN.GLASS GLAZW BEA)iSB TYPE 'A' GT.ASR TYPE 'AA' TO`OTCH CLEAR LEG GLASS TYPE -L3' W119 05 GLAZING OPTIONS J 2 S 2015 sheet 1 8 % •• • • • % •• • • • • • • • • • • • • • ••• • • • • ••• EOM OAT. tYPEALANCHORS SEEter V FOR SPACING wow SUCKMAL _ ",a e• ..• ••a a e•..• '. .. E —DADN0UN11UE NIPPROVEO�11 • • • _ 'a 4 a' •3' d' • �Sf• 1 YUWa'1&WIWON•NCFICiS 1 j• • • • • o O 3 ,.a v 9.,.'3'° s•;'a 3 a,• I SEE SEPARAW NOA • N1 •• • • 11• • • i� 1 •• •L•• we •• i• !' 1 DAT. it a° 8 t--- ------ ---- -�J ••i • • • • •• $ pry 2 �►�$ rYwcAL ANGELES j TYPICAL ANCHORS (Qr SEE EL ( FOR SPACING 3 FOR SPACING wc I IL z z TYPICAL ANCHORS: SEE E1LY.FOR SPACING � V !i WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW 4 DIA ULTRAt�N BY 'ELca' u.tn xsl Fy-18s xsl} "t MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUUING STRUCTURE. INTO 213Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) t THRU IBY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) w ¢, 1-1/4' MIN, EMBED INTO CONC. OR MASONRY(JAMBS) ^ aDIRECTLY INTO CONC. OR MASONRY p o 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL.) 0- 1-1/4- MIN. EMBED INTO GONG. OR MASONRY(JAMBS) Z 3E2 i o ,#14 SMS OR SELF DRILLING SCREWS (OEAM 2 CRSJ � � INTO METAL STRUCTURES U�21§ STEEL : 1/8'THK. MIN. (Fy = 36 KSI MIN.) W&f 0 I ALUMINUM : 1/8' THK. MIN. (6063-75 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 112 SMS OR SELF DRILUNG SCS (GRADE 2 CIS = s INTO MIAMI-OADE COUNTY APPROVED MULLIONS (MIN. THK = 1/B' (NO SHIM SPACE) t IR TYPICAL EDGE QlgTANCE ° R INTO CONCRETE AND MASONRY = 2-1/2' MIN. tel. INTO WOOD STRUCTURE - 1' MIN. ° $ 2 wow Supt INTO METAL STRUCTURE - 3/4' MIN. WOOD AT HEM.SIL Olt JAMBS SO. 0.55 IAN. c ^a CONCRETE AT HEAD.SILL OR JAIBS Pa n 3000 P31 M. 1 �, •y. C-80 HOLLOW/FILLW NORMAL t,I WO CMU AT JAYBS Pm 2100 1" MIN. i ®3 S e Env.&*a AHYAD � in. 3 ....e:: d F; $ •IYPLAL ANCILRS 41bAL ANCHOR 890ffl41 OmWOL F is b $ 'A •'•°'• . .: 1 SEE ELEV. ,•. SEE ELEV. 6.20 droWRng n0. ,w FOR SPACING EDGE DAT. FOR SPAM umm a. 2 3 2015 T�11—05 Eo1;£oAT. c L sheet z of B •• •• • • • •• •• • • • • • • • • • • • • 1AF'11A%•• • • • 000 1/4'MAX • : • i s : : • •: :• 1/a.MAX. SHIM D a "Y 0 00 SHIM 18 4 S 1 •• ••• ••• •• ••• • •v p TYPICAL ANCIt6AS WOOD TYPICAL AIRS —_-_----SCIEEN OPT. --��—� - SEE SPEY. SEE ELEV. o• FOR SPACING FOR SPAC�G •o • • • • • • • • • ••• • • • • •• • —'— A • • • • ••• • V t9 _ - - • • • •i• • V-14- gi Z T B 7 Y T44M ANCHORS EXTERIOR ; E ELEY METAL FOR SPACING STRUCTURE D.L.OPG. . VENT WITH WINDOW WIDTH V1 W MM-OADE COUNTY SEE SEPARATE►OATITTAL ANCHORS g 3 z SEE QEV ACM v'S U 1i it ------ ; s 0 II 11 v q 1 LL qgg WINDOW WIDTH WNDOW WIDTH o l^y q <mmm Gv.amARYM •Y FIA.PCCA jM9y 3538 - • Awepmmo� �� droehig no. W11-05 32015 int 3 s . . ... . .. . ... .. .. . . . .. .. . . . . . . . . . . . • . ... . . . . ... • EIXLE tASG EDGE OW. ,.'�•i•.>r't'..•.•e n I •• „•• M ' IfiI — ------7jI1 i�••• •• •----- ---Y—APRETYPIM ANCHORS • •• •• ELF.FOR SYMM Mr,— MULUON ANCHaiS • ••• • •• ••• •• • •• ••SEE SEPARATE NDA ••• •• •••I DIST. ••• �-XU g8O� •• • • • •• ••• ••• is • . • • • • • • O • ••• • • • • •• • 8 n • • • • • •• • • . • • • . • Qq' v TYPICAL ANCHORS TYPICAL ANCHOR SEE ELEV. SEE FOR SPACINGFFOR SPACING U N m :01 O O_M a 1%4"MAX. O $ Z 3 yIgMS ALT. 3 z is g 0:ta TYPICAL ANCHORS W W SEE ELEV.FOR SPACING • O e s ElmTYPICAL • EL •+...� • tw93Flmidt �$ $ ALT. uPto uct <m e m RiSTALLATION DETAILS WM FLUSH FRAME ADAPTER E�qr wbm � a Fa PC&V!20 g • '. .°' •'9. > ^ drawing no. EocE IXSY. . _, W 11-05 - enoe< a or s :0.0: . . . . . • . . .... . . . . . . . ... ' 2,7gO LTBM PART f 4U1,1'1'1TY ORSCRIPSON ldATSWAt. MA1NP./BOPPUBB/813stA1� � ty�� I F801 4 FRAME KEAO/SRLJ.YM 6063-76 - ci •SOa 2 ESM 4 VERT 8063-76• • • •• • :. 1 30 3 FT109 AS REOD. MAZNG READ(6110'uw RAW) • 696�Ts • Z 3 .0s2 3A Eads AS READ. GTAZM BEAD(NSUL tau GLassy eo63-Ts 3R Fna AS REO. aAZNG READ p/16•vAt 9tAss)..• • 4003-Ts• 000 •• • • 4 Eras AS REO. SNUBBER-VENT.FULL LEN= 6083•-Te .07a 2.821 4A ON AS REM S IJWER-FRAM.ML LENGTH 6083-Ts - t�3 s EXIB SCREEN FRAME e663-Ts - 0. +� 7 #10 X 1-1/4'• AS REO. FRAM AND VENT ASSEMBLY SCREWS K WE• • • • °' 5 E203 AS REO. 64X8 WFATI�TRHW4L WROMM 68 • UL�R** 9 E203 AS REO. MAZN0 READ ROLE.MWMEMR 88 • 10 3x12.81406 2/VENT 4 BAR HOME AT TOP AND BCTTOM •• 48IEVI41R11K O MIEP (2)1110 X 5/8'SDS it t� FRAME HEAD/slu/AMlB 11 13098m 1 mum POW LOCK STSTEM zwx 70M 12 s/VENr KEEPER STEEL 2.384 13 - 1/VENT ROTO OPERATOR 7Al1AK/SR.. mm Ic 14 PW40-SS 2/OORNER FRAMEAW CORIM IGY ST.STEEL - 15 Fn20 AS PAM RM FRAME ADAPTER SOS3-T6 OMONAL b 2.se� is - 3 ANR SAD SKATE Wram MRM Puff= 17 010 X 1-1/4 2/SKATE FH SOS SKATE s - - -T 78 $8 X 3/4" AS REO. FH so SNUBBER SCREINS - N PAIRS Y APART,PAIRS SPACED AT 7-3/4"O.C. V 2094 •372 .500 .769 19 - 2/LITE SETING BLACK,3/16"X 3/4"X 4 LONG EPOdI OUROMETER WAS SHORE A �7-1- 2.813 20 FLO--SO - MASS SPACER-t/W MH SUCOP FRAtst LOBE MS 2.611 2, - - NSUL GLASS EDGE SPACER ST.SM CARDNAL XL � SEALANT: 719 s90 is FLUSH FRAME ADAPTER ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE-MOREHEAD SM5504 SEAM SEALER. 1 sez� 1.750 PARIMETER CAULKING SIQWLEX 15LM ON EXTERIOR ONLY. �n r, 3 O VENT .493 $o LOCKS: Sts 1.780 MULTIPAT OINT (LOCK SYSTEM #13096.92 BY 'TRUTH'MB Z LOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL �- FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. W3 .045 LOCK BAR SECURED TO JAMB WITH LOCK GUIDES `s' W°' 4� #33489.00.0001 SPACED AT 12-3/4"O.C. MAX. EACH GUIDE FASTENED WITH (2) #10 X 1"P PH SMS 1.047 14 CORNER KEY STAINLESS STEEL KEEPERS #31864.92 AT PENT �3 GLAZING BEAD (5/16'LAM.GLASS) EACH FASTENED WITH (2) #10 X15/8" P FH SMS $ p p .243 HINGES:CHART ON SHEET 1 FOR QUANTnIES C Y Q I I 13o HINGES: .760 .120 4 BAR ST/ST HINGES #35.12.00.400 BY ~TRUTH' PROUD!=FZV s D 9 645I LOCATED AT TOP AND BOTTOM CORNERS a wOmdwRisid6 t � FASTENED WrrH (2) #10 X 5/8'P PH SELF DRILLING SCREWS 5-04 0 64 Q ""4 d: a 1.171 OPERATOR: BY ®GLAZING BEAD(INSUL IAM.GLASS) ® SNUBBER - FRAME SINGLE ARM ROTO OPERATOR #52.13.012 BY 'TRUTH' g<m v o W LOCATED AT SILL END I J94 OPERATOR WITH (6) #10 X 1" P PH SMS ,245 OPERATOR TRACK #30175 AT BOTTOM RAIL EMr 4WD FASTENED WITH (2) #10 X 1" P PH SMS F�Ei 7s�2 .W3 .7W .120 '3s3e , '� A 1LITI-SAG SKATES: vINYL ANn-sAG SKATES BY 'M&1I PLASTICS' 1.047 (2) AT LACK STILE AT 6-3/4' FROM TOP/BOTTOM RAILS drawing rro. (1) AT BOTTOM RAH.AT 4- FROM LOCK STILEquN � wl 1-05 ®GLUING eEAo (7/16^ LAM. CLASS) QQ SNUBBER —VENT EACH FASTENED WITH (2) #10 X 1-1/4" P FH SDs. 2015 91,sst s O(8 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... .. .. .. *00 .. . • • .: . . . G ZJq • • • • 4 $ 14 .. . . . .. • �•� a0 d . ... . . . . • 8 A 14 • • • • • VV a all o L180i. �-a'- VENT CORNER ; FRAME CORNER i Engr An"M FL&P • bSii'�� <m v m m 0.ma PxaDUCrFXVM CAA VS ,� 5- JU 2015 W11-05 shit 8 of g f MIAMNDAIDE MIAMI DADE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) T(786} 805-2 40 5 SW 6 F(786}315-Room= BOARD AND CODE ADMINISTRATION DIVISION 599 NOTICE OF ACCEPTANCE (NOA) www.mlamidade. ovtec no Eco Window systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable 'rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other 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. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building the High Velocity Hurricane Zone. =ION:Series"Eco-Guard 200"Aluminum Horizontal Roiling Window awing o. - e o- u oiling Wdw.(L.M.I.)"sheets 1 through 7 of 7,dated 02/24/09,with revision E dated 07/15/15,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. MISSE E IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 h$be%a revNion or change' in the materials, use, and/or manufacture of the.product or process. Misuse of thi'sNOA as an•®m3c�rseme ��; of any product,for sales, advertising or any other purposes shall automatically tgga�te this NQA. Failure to comply with any section of this NOA shall because for termination and removal,9 f J4OA. """ ..... ADVERTISEMENT: The NOA number preceded by the words Miami-Dad+ o ounty,• Florida, add;••. followed by the expiration date maybe displayed in advertising literature. If s[►�t•lt�rtion def�1i0 NOA'i9 0 0 00 displayed,then it shall be done in its entirety. • INSPECTION: A copy of this entire NOA shall be provided to the user Oy the.manufactuter or its..:* distributors•and shall be available for inspection at the job site at the request of the Building 006 :0999: This NOA revises NOA#14-0317.01 and consists of this page 1 and evidence pageA4,E-2#Rd PJ,as • • well as approval document mentioned above. 00 0 The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0728.05 QMIAMM=ECOUNTY EApproval ion Date: May 27,2019 ate: September 03,2015 Page 1 • Eco window systems.LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMTrMD A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#04 0312.08) 2. Drawing No W09-12,titled"Eco-Guard Series 200 Alum.Horiz.Rolling Wdw. (L.M.I.)",sheets 1 through 7 of 7,dated 02/24/09,with revision E dated 07/15/15, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201:794 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked—up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7635,dated 12/09/14,signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA#14 0317.01) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per 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 under NOA#09-0312.08) 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared.by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2226B,dated 01/15/09,signed and sealed by Cand'iaa6P.Font;•••;• P.E. " ' 0000 • 006.00 0 000000 (Submitted under NOA#09-0312.08) 6 •;•6 6 6 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading pprkBC TAS 2,02-94:'"': su 0000.. along with marked-up drawings and installation diagram of a=ralumM *too •• horizontal sliding window,prepared by Hurricane Engineering ft6bsting,W.,Test""' Report No.HETI-08-2227,dated 01/15/09,signed and sealetlo60:6:bjandido V.Font, 666; P.E. 6 0000.• . 6 6••• (Submitted under NOA#04 03X2.08) 6 6 6 6 . 6 . . 0000.. 06 006 0 0 Manue a P.F. Product Cont 1 Fx finer NOA No. -0728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 . E-1 Eeo Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBM[TTED B. TESTS(corrrwuED) 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 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.BETI-08 2228A,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-11312.118) 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 08-2228B,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09/1312.08) 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.BE TI-08-2229,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#119-11312.08) 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.HETI-082230A,dated 01/15/09, signed and sealed by Candjdo V.Font, P.E. : 000 9600.6 (Submitted under NDA#09-0312.08) .. :999:9 • 9. Test reports on: 1)Large Missile Impact Test pet FBC,TAS 2M94so**: 2)Cyclic Wind Pressure Loading per FBC,fA.Y.�b3-94, 0, ;•'• along with marked-up drawings and installation diagram of a'=alumM" .. • horizontal sliding window,prepared by Hurricane Engineering&•Testing,tW' Test... •• Report No.HETI-08-2230B,dated 01/15/09,signed and seah'ti by Candift?.Fant,"' P.E. 999999 (Submitted under NOA#09-0312.U8) . 0 . 9999.. .. . 6 699 Manuel P P.E. Product Control kxnAlner NOA No.15- 72.8.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-2 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS I. Anchor verification calculations and structural analysis,complying with FBC 5th Edition(2014),dated 07/08/15,prepared by AI-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butecite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlasO(Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 5a'Edition(2014),and of no financial interest,July 8,2015,signed and sealed by Javad Ahmad,P.E. G. OTHER 1. Notice of Acceptance No. 143-0317.01,issued to Eco Window Systems,LLC for their Series"Eco-Guard 200"Aluminum Horizontal Rolling Window—L.M.I.",approved on 04/10/14 and expiring on 05/27/14. ...... . ...... .... . ..... ...... . .. ..... .. .. .. .... ...... . . . . ...... . . . ...... Manuel a ez,P.E. Product Contr 1 < <aminer NOA No. 5-0728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-3 . . ..0 . . . ... .. .. . • . .. •. . . . . . . . . . . . . . ... . . . . ... WINDOW WIDTH ON=rr WIDTH: .: a. • •��%�. ••s �° •• " Q1� 9m 141ND UMMM a aaY 10 0/8MX 04 • • • •. 31 MAX r MAX31/2 • • 00 00 • • • . ••. . 0 • 0 • . . • • . •.• ••• • ••• 4 4 l i _` 00 00 3 :. . "m MUNTINS FALSE Is31 1/' 3 3/' a 3/4 n /4 D.L.t0 DK OPO W Q D L CPG. D L OPR x 35 3/8' 38 7/8' ECO—GUARD SERIES-200 t2 Van'VIDTH VENT Wm ATITTdIN M HONZ NTAL• ROLLING WINDOWTYPICAL DESIGN EGAD RATINGS FOR THESE WINDOWS TO BE AS PER � �moM Z 3` THESE WINDOWS ARE RATED FOR LARGE&SMALLMISSILE IMPACT. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE 3 z� SHUTTERS ARE NOT REQUIRED TO QUALIFY FOR SMALL MISSILE IMPACT RATING COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER p v EXTERIOR PLY GLASS TYPE 'C' MUST BE TEMPERED. WNDDW TYPES IN MODULES OF TWO OR MORE WINDOWS USING U'-E3 MIAMI-DADS COUNTY APPROVED MULLIONS IN BETWEM W w LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 1/8'HEAT STREim am WILL APPLY TO ENTIRE SYSTEM. 5/18'AM SPACE IRIS PRODUCT HAS BEEN DESIGNED AND 7TSI TO COMPLY WITH THE i " ' OIASS 1/8"HEAT STpsm°LASS 1/8'HEAT STREN'0.°LASS Z�eF�BUILDING CODE INCLUDING HIGH VELOCITY pill HURMCANI"IO WOW BUCKS BY OT �MIST BE ANCHORED PROPEIBY TO TRANSFER N' R ko.km.' BY'Kunaoy m-;-.0m.' Ol' AtnwWo.W LOADS TO THE STTB! TROM.GLOB 1/8 HEAT STFOM.GLASS I/W HEAT STIIEWD.Olm EMBEDMENT TO BASEANCHORS SHALL MATTERAL SMI BE B,SPAM ASEYOND WA L ANCHORS STUCCO.SIU0m SILICONE $ CARDINAL XL ANCHORING OR LOADW CONDITIONS NOT SHOWN IN THESE DfiTAG.S ARE on cORMINS m DOW CORNING M EDGE SPACER NOT PART OF THIS APPROVAL. >~ CS 200D GE SCS 2000 pI ST.STEEL A LOAD DURATION INt3tFA5E IS USED IN I1 OF AI�HORS BdTO WOOD ONLY.S� ALN.SH415 TO BE HIGH IMPACT.NON-METAU.IC AND NII-COMPRESSIBI . $6 5T!t>W MATSILIFNCLUOMG BUTNOTULDNEDTOSTE�MEMS SCREWS,7HATREQUIREMENTS FLORIDA BUILDING MATERIN SSHAD MEETTHE AFTA PEDab NN15 ON AT t/4 POINB tai LITES AT 1/4 POOrtNs AND AUL.LAY.OIA55CKS lom N 38'OILY 7WW 38"ONLY ALL SRES LAM.GLASS NOTCH GfAZ=BEAD LEG TO CLEAR[RACKS ,QlAw TYPE T GLASS TYPE 'lI' GLASS 'TYPE 'c' 2015 W09-12 GLA7= OPTIONS . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... DESMON LOAD CAPACITY-PSF(MD.U OR XX SZM DSSIOAI LOAD CAPACrPY-PSP (=SIZES) D=IN LOAD CAPACITY -PSF(XOX SEMS) !/0 It w. Nm IIBINF. 8 0 mw. sm Nw. • • • • IF/,) wns NBD19. 1 GIA98 TYPE 01AOS TYPE MAN Tog MA TTYPE OIASS Tag MASS TYPE • •. •• • MASBt1RB' OMA88 TYPE am Tog 1174m DDI9. A 'A' 'B' 'C WINM DIMS. A 'A' T!' 'C 11"ate A O •A' • •• '8' 'C Z 111DTH HFRSHT EKTt+)MQ-) Exr.(+) W.(-) W.(+) INT.(-) wm Hsmff Exr.(+) W4_3 ocr(+)art-) EXT.(+) rorcd-) • 1�n+ rlaaq d+) -) �(iJ ortt-) exrt+) wc(-) �t� 28-1/2• 4 70.0 80.0 80.0 90.0 70A MO 74' �, 8 70A 80.0 a" 90.0 70.0 80.0 00 �. O 70.0 016.0 810 90A 70.0 80.0 37' 20' 4 70.0 80.0 BOA 90.0 70A 8060 108-1/4" (3) 12 70A SOA 80.0 00.0 70.0 80.0 108-1/4• (3) 12 70.0 WA 80.0 904 70.0 8DA 53-1/8• (3) 8 70A NO 80.0 SU 70.0 W.o 11r tz 7oA NO a" 90.0 70.0 80A 111• 12 70.0 WA 90.0 WA 70.0 80.0 Q 74" 8 70.0 80.0 WA 90.0 70A 80.0 74' 8 70.0 WA 80.0 90.0 70.0 8D.0 074*0 6• 70tH•080.0 080.0 90.0 70.0 80.0 28-1/2' 4 70.0 Boo s0.0 90.0 70A WA 108-1/4" 38-3/8-4 12 70A WA 80.0 90.0 70A 8" • o8-1:40 W i -0 � BDA 90A 70606 804 3r 38-3/8" 4 70.0 80.0 WA 90A 70.0 80.0 111' 12 70.0 80A WA 90.0 70.0 SOA M11i • • We '• - •HAA 90.0 70.0 80.0 QS h 83-�1/8' (4) 8 704 80.0 WA =0 70.0 80A 74' . 9 7" SOA 80.0 90A 70.0 14A 0 740 {8) • 70b0.80.1 80A 90.0 70.0 80A 74' S 70.0 BOA 80.0 90A 70.0 WA 108-1/4• (5) 12 70.0 BOA SU 90.0 70.0 80.0 1. 28-1 4 70A SDA 80.0 90.0 70.0 BOA 111' 12 70A 80A Baa 90.0 no 80.0 74" 83' m 9 70.0 70A Bao 80.0 704 80A 3Y 50-8/8' 4 7060 80A 80.0 904 70.0 80.0 74• 8 70A 70.0 80A �.0 70A 80.0 (a) s3-1 B' (5) 6 0 80.0 90A 70.0 a0A 105-1/4" � 12 70.0 Tao eDo 92.8 70.0 80.0 7Y 8 70.0 800 eoA �.0 7oA 80.0 74' B 70A MC MO 00.0 700 8DA 111' 12 WA 70A 80A 80.4 70.0 80.0 84' 2$ 9 70.0 804 80A 90.0 70.0 80.0 2&-1 4 Tao WA 9" 70.0 80.0 72' 9 70.0 �.0 804 Sao 70.0 80.0 98' (3) 12 70A 80.0 BD4 8oA 70.0 eD.o 37' ea' 4 NA 77.5 804 90A 70A BOA Be 14' 9 7" 80.0 BOA 90.0 70.0 NO Iw 12 70.0 8.0 WA 90.0 70.0 80.0 83-1/8• (a) 6 70A 70.0 �.a 904 TOA �.0 98' (3) 12 70.0 KA WA WA 70.0 80A 72" 9 70A 80A 80A 90.0 70.0 90.0 � V 74" 8 711A 70A 50.0 80.4 70.0 80.0 1o8' 12 70A =0 804 WA 70.0 50.0 84' 38' 9 70.0 80A 80A BOA 70.0 BOA 24" 4 70.0 a" SU 90A 70.0 BDA 71' 9 70.0 SOA 804 90A 70.0 80.0 98• (4) 12 70.0 80.0 80A 904 704 80.0 38' 4 70.0 NO 80.0 90A 70.0 804 84' 38" 9 70.0 80.0 80.0 SOO 70.0 804 IOB' -� - a s 90.0 70.0 80.0 (/j 48. � 8 70.0 N.0 Bao 90.0 70.0 MA 98' (4) 12 70.0 SOA BDA 90.0 70A 80.0 7r r122 7048 70A 80.0 EO4 WA 7" a9.0 108' 12 70.0 804 WA 90.0 70.0 80A 84` 70.0 70.0 80.0 90.0 70M BDA72' 8 Tao BOA s0.0 Sao 70.0 a0A 7r 9 70.0 80A 80.0 90.0 70.0 BOA 98' 7060 70.0 �A 9o.0 70.0 80.0 24' 4 70A S.0 BOA 90A 70.0 80.0 84" 48' 9 70.0 no 80.0 90.0 70.0 80A 72' 80' 9 70.0 70A a" 90.0 70.0 80.0 n 38• 4 704 80.0 BOA MO 70A WA 88' (5) 12 70A BOA 80.0 MIA 70.0 WM (8} n 48' � 8 70.0 80.0 80.0 MD 70A 8060 10B• 12 MIA 80.0 80.0 90.0 70.0 BOA A- NO.OF ANCHORS PER HEAD& SILL 13 0 0 p' 8 70.0 NO 80.0 90.0 70.0 80.0 72' 9 70.0 70.0 80.0 9tIA 70.0 BOA (} NO.OF ANCHORS PER JAMB Z 3 L 71" 8 no NA 80.0 50.0 70.0 80.0 84" �' 8 70.0 70.0 BOA WA 70.0 8DA 3 24' 4- 70.0 OU WA MO 70.0 MIA 12 70A 70A 80.0 s0.0 70.0 80.0 0,4, v 38• 4 70.0 80A 80.0 MC 70.0 80A 108• 11 70.0 700 SOA 87.8 70.0 80.0 48• 48 8 70.0 80A BOA 90.0 :7:0=.0 - A-NO.OF ANCHORS PER HEM&SILL W;;:x 8D" 8 70.0 80A WA 90A Tao IMA () a NO.OF ANCHORS PER JAMB (1/44n (1/2111) (1/41 71" 8 70.0 80A 80A 90.0 70.0 8OM s MAX LOM FOR THESE WES IS -90.0 PSF 2e 4 70.0 80A 80.0 90A 70.0 80.0 WITH(4)ANCHORS AT MTC. STILE ENDS 38' 4 70.0 NA 90.0 MIA 70.0 BOA 48" sc 8 Tao Tao Bao WA 70.0 80.0 8 70.0 70A Sao Sao 70.0 SM 0/39h (1/3W) (1/3W) t R 7r 8 70.0 70.0 MO 87A 704 BOA OPERATING VENTS TD 13E 1/4 OF THE WINDOW WIDTH $ A= NO. OF ANCHORS PER HEM&SIU () 1111111,11, - NO.OF ANCHORS PER JAMB 11(0X• •MAX LOAD FOR THESE SIZES IS-90.0 PSF WITH (4)ANCHORS AT MIG.STILE ENDS NOTE >�a".1,d a OPEMTM VENTS TO HE 1/3 OF THE WWW WIDTH GLASS CAPACITIES ON THIS SHEET ARE °�° s s i'S BASED ON ASTM E1300:09 (3 SEC. OUSTS) m u o ar 'X AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 FHA,PE 1 0M27® desY�B 0•e Pb1id+1 g r �3B k LEFT AND MOW VENTS t0 EQUAL CLASS OLO W ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE 0205m,$Q cm LA ,�, 15 0 FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL 'XO OR OX' FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF SEE SHEET 3 FOR DETAIL. ' sheat 2 of 7 . . .•. • . . •.. .. .• . . . .. .. . . . • . . . . . . . • . ..• . . . • ... 7YPICA1.ANCHORS �V 19Y SEE Mr. WOOD am _ FORSAI• • • • • • STRUCTURE •• •• • . \:• MIAMI—AME COUNTY + a .: a r - -EDGr«DIST.• EDGE DIST. MRlJGN g MULLION • • • • • • "f" •e•. :a 4 4a:.., .•e b. ° a•,' SEE SEPARATE NOA • • • • t 18 • • • • • • es 0 • • � 1 � 9SEE � SEE FFOR FOR ANCHORSORS TYPICAL� SPACING T o�S WOOD B1CKS AND METAL STRUCTURE NOT BY ECO WDW. o MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. W OL TYPICAL ANCHORS: SEE ELEv.FOR SPACING AT EACH ENO ' ub1»KSI 188 to Wt 3/8" X 2 i/4"WEEPHOLES " (E q KSQ a AND 37" O.C. MAX. INTO 28Y WOOD BLOCKS OR WOOD STRUCTURES Pd 3IS'AI.ANT: 1-1/2" MIN. PENETRATION INTO WOOD (HEADAALI/JImBS) h 11 ALL JOINTS AND FRAME CONNECTIONS SEALED WITH ITHRU 18Y BUCKS INTO CONC. OR MASONRY o oo o •` + JOINT SELLER. 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) ,J, W 1-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) Z -Eli DIRECTLY INTO CONC. OR MASONRY 8i Z 1-1/4"MIN. EMBED INTO CONCRETE (HEAD/SILL) O 1-1/4"MIN. EMBED INTO CONC. OR MASONRY (JAMBS) w� ,§14 SNS OR SELF DRILLING SCREWS COMM 2 CRS} INTO MIAMI-OADE COUNTY APPROVED MULLIONS (MIN. THK. - 1/8') INTO METAL STRUCTURES p 9 STEEL : 1/8" THK MIN. {Fy s 38 KSI MIN.) $ ALUMINUM : 1/8" THK. AIN. (W83-T5 MIN.) R 4 1 to (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DIU&= INTO CONCRETE AND MASONRY - 2-1/2'MIL. 21 WOOD STRUCTURE - 1" MIN. e ' N INTO METAL STRUCTURE - 3/4" MIN. ® 13 1•+` WOOD AT MO.SILL OR JABS W m 088 AIN. • �0 8 ffi S s CON(Am AT WM.tet.OR JAhM fe -=P51 AIN. 0-90 11 M W/PALED NORMAL WMI CUU AT JAMBS Pm o 2001)PSI MIN. • yam Aim PROD=RBYISBD •K•'.- ?` ...♦ :e i "d �. '. 1 RA PE "M wBbUroFkdda 8 sp c t *91 ai8YI ANCHORS dTavillg rro. - d SEE ELEV. SEE "• .A FOR SPACING WOOD euclt FOR SPACING W09-1 Z EDGE DET. EDGE DIST, sheet of 7 .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... Q • 1/4•MAXSHIMS +/a•wx. SEmH © O O s IWC Swats •i •i . •i i•i • •i i•• Z 0 ,YNRGL ANCHORS + .o.> .. ... ... .. ... . F SEE ELEV. .. ' FOR SPACING FOR SPM •• • • . •f •.• •• p • ••• • • • • •. . n, 13 � 'VYVC�CO� • o '+ STEEL REWFORCM 11 1 7' Y METAL AS REGO. STRUCIVIRE SEE SHEET 2 FOR WINDOW WIDTH ��ii cell XO LAYOUT U 1/4•MAX +/a•YAX. VENT WIDTH VENT WIDTH S M ffi SDtd D.L.OPO. O.L.Om ley u o © a OWooD Mmv 7 ..7 TE ANANCHORSSEEam. SPSSPAC n e., FFOR S2 _ p o u� 747m :+ +fa• iR 3 Z xi ----sxtEat or+r ----- _ -SCREEN ---------- 0 y a 'w • e 8 i _ 4 T+ 1 EL OPG. STEEL.REINFORCING Y AS REOD. EXTERIORSFE SHEET 2 FOR CAPACITY ° g women WIDTH G TYPICAL.ARMORS XQX LAYOUT '•<,, SEE g HPDR SPACING AaNGMIAMI-DADE COUNTY APPROVED WON TYPICAL.ANCHORS SEE SEPARATE NOA SEE ELEV.FOR SPACING r r d DE t m u o m qr. D AHL PRWUCFRSVMW 'T Cm RALK IN"CAAL L yiagtritlt$BFtald. jg� ---•-----SLMtEEPI OPT. �A. • 3 Z�� drortng pro. womm varm t WINDOW WIDTH W09-12 sheet of 7 .• •. • f • •• •• • • • ••• • • • • ••• EDGE DIST. METAL STRUCTURE EDGE • • • •s• i TYPICAL.ANgWRS MUMU—OADE COUNig. SEE ELEV. OW MULLION&MUWO •• • • •• • '• '.° ,. FOR SPAFMG SEE SEPARATE PSA Sis • • • • • • •f 18 ALT. •f• ••rSZEE • • • AJ'"I 30 1 t ANCHORS RS SEE FOR SPACING G •• uj 7S W O o� 1/a'MAX © C 3 0 SHIMS ALT. 2 0 d rAnCALSEE ANCHORS W m8 FOR SPACING ELEY 4• €RIIn l--SEF-QW.FOR SPACM 4 g $ +c•'• u •�rf ri ALT. �monr INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Esm:^vCML NeMno pRou17CTR8V44SD a Ful PE 7002dwFtor�I. gg� C ' ' •:.. .9 '. ! d . . Jl9 01 dravtng eo. W067 12 EDGE Dw. sheat $of 7 • �--^2.750 1.087 ISSM PAW 0 QOANTFfY H1SCRIPTION mant1AL 1S6NP./BGPPL>8&/R�16R66 �4fj 8 11 1 FY2DI 1 FRAME HM 8083-T8 �{ 3/1�r 2 FY203 1 SILL - .5{00 .715 I {p��7�� s Frm3 t • su•07acIAeVSER• • • • 8083-18• - 0 I 9131.434 �IU_IIJJ 4 FY205 AS EIOV FRAME - .062 I 5 FYIOI AS HIM 0 F"ORAME J✓Rt•• •• ••063-78• - a 3.V.13 '� �8 1.140-+1 8 FY104 1/VENT MEG Mm RAIL 8083-78 = 12 11 7 FYI 05 1/VENT VENT NMRU= 8083-T8 8 FY208 t/VENT VENT TOP/BOTTOM RAIL STEEL REINFORCING a Fri 07 2/VENT•TOP A*0 On*F*L• • • saw-78 - .} 10 MOB AS READ.2 919-{---y .130 ICA FY110 AS RECD GSZI*_ �D lksc dW!IA R) 6063-80 - am �a1.814 1.280 ,�—' I 11 - AS REM. REMA IG BAR .718 A45 .�3 .045 ,803 12 - AS REQ& REINFORCING BAR STEEL ¢--- I 13 fY2D4 AS RTEOD. ADD-ON SILL RISER 6063-TB USE AS REM. O FRAME F1F/1D 2246 1.047 -M l.47 14 FY208 4/VENT ROLLER HOUSING&GUIDE CELCON - fA Art 1.140 15 FY209 2/VENT ROLLER BRASS - Mai 082 ,(� 1.140-^}--1.810 O @ 18 FY210 2/VENT ROLLER PIN Sr.STEEL - ` i 10 GLAZING BEADS 17 $8 x 1' AS READ. FRAME/VENT ASSEMBLY SCREWS CRS P.H.SMS 1.344 18 g8 x 3' 2/VENT FOL RAIL SILL SCWNS(SILL END) CRS P.H.SMS V o eta 19 W23181 AS READ. FIR SEAL N'STPoFPMO - ULTRAFAS 3 ® JAMB STILE 20 0300 ISO AS REQ0 BULB SEAL Q-LON SCHLEM 1A58 21 E207 AS RE00. BULB SFA. SANTOPREFE ULTRAFAIL DUROMETER 9535 2A83 22 E203 AS RIM GLAZING BEAD BULB SANTOPREME 1R3RAF'A&OUROMETER 8538 3.8781.250 23 F18-50 AS READ. MASS SPACER SUCO E FRANK LONE ,07g 2.801 24 SL203P 2/VENT SWEEP LATCH - SULLNAN&ASSOC. W 25 $8 x 1/8' 2/LATCH LATCH ORT.SCREW Sr.STEEL OH SMS 1.140 1.340 26 WA21. 2/WDA. WEEP VALVE PREFERtE6 LING.PRODUCIS 3-.2 p n) osz 27 1/VENT s/ts•BOx 1 - opTy Q o M„ .50028 FYt20 - FUSEL FRAME ADAPTER 8083-T8 OMNAL � Z_3Et i 1.344 S 29 - 2/UTE SETTING ACK EPOM IWRWIERER 8038 STORE A 1`Z h---2.760 fi Q MEETING RAIL U S zO FRAME SILL W a al.3141.422 1�.340 .312 A82 § A82 m88 03 SILL TRACH 0 FlxEDm Mrc. RAR .500 1.187 17MW.0822.750 2.812 29120 Engr:JAWO NDAAD PROMICTRBVIM �i� ,o 2888 PLA f2ce�o1V&68eP1o1IRk 8 .082 tt�eo No ,600 Irate {g• .7N 974889 m DwoIMe&tet drawing no. 1.687 191L8� 2911 •)tlf W09-12 Q 'MOV: FRAME JAMB ® F'= FRAME JAMB ® FLUSH FRAME ADAPTER sheet 8 of 7 •• •• • • • •• •• • • • • • . • • • • • . ••• • • • • • • • • • • / • • • . • • • • ••• • • •• ••• • • v a • • • • • h a FRAME TOP CORNER VVMTOP/BOITOM CORNERS n Z 3� Wo�a� 0 /- SIKH s �ssds <0ti OY � RRVVW 8 , CwIL yA9 Wglp,yhlg W„A@lOF 4 FRAME BOTTOM CORNER FLA. VI Nos-OIASAS gFT g� Doc 8 i 0 2015 dra.tng no. W09-12 FDffD�G�L CORN£RCORNER ehest 7 of 7 MIAM1.1�►DE MIAMI DADE COUNTY ` PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (N" ww muraidadea /gconomr ECO Windows Systems,LLC 9114 N.W.1061h Street, Medley,FL 33178 SCOPE'. This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER Product Control Section to be used in Miami Dade County and other 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. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High leloc y Hurricane Zone. ESCRIPTION:Series 11700"Aluminum Sliding Glass Door w/Reinforcements-L.M.I. APPROVAL DOCUMENT:Drawing No.W13-49 REV C,titled"Series-700 Alum SLD.Glass Door(L.M.I.)", sheets 1 through 12 of 12,prepared by Al Farooq Corporation,dated 09/27/13 and last revised on DEC 02,2015, 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:Large and Small Missile Impact Resistant Limitations: 1.See Design Pressures Vs Reinforcing,glass types and anchor capacity charts in sheet S.Exterior positive)design pressures are limited to+70 PSF w/2-314"sill riser and+47.0 PSF w/2"sill riser..Lowgr desiol?4 sure fl;9% charts applies to entire system. .. .' 2. See approved configurations in sheets 1 thni 4.The max frame are of alternate sizes not to exceei testes frame...:. area per FBC requirements. •••••• • LABELING:Each unit shall bear a permanent label with themanufacturer's name or '.pity,straniserie1�ad� following statement: "Miami-Dade County Product Control Approved",noted herein. ...... ... ..;..• RENEWAL of this NOA shall be considered after a renewal application has been filed'hxi Etre has be&no ••••;• change in the applicable building code negatively affecting the performance of this prorav: . *0 • TERMINATION of this NOA will occur after the expiration date or if there has been-a recision of file in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as ori ertaasement orgy proWuct, 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 013-0912.02 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. NOA No.15-0612.05 CM= FApproval Date: March 20,2019 te: December 17,2015 • � ,�`�� Page I ty� Windows Systems,LLC SCO W v ms. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(see below) 2. Drawing No.W1349 REV C,titled"Series-700 Alum SLD. Glass Door(L.M.I.)", sheets 1 through 12 of 12,prepared by Al Farooq Corporation,dated 09/27/13 and last revised on DEC 02,2015,signed and sealed by Javad Ahmad,P.E. B. TESTS(Submitted under file#13-0912.02) 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)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 diagrams of Alum sliding Glass doors, prepared by Fenestration Testing Lab,Inc.,Test Report No.FTL-7405 dated 09/13/2013 and last revised on 02/10/2014,signed and sealed by Marlin D.Brinson,P.E. Note: The above referenced test report has an addendum letter dated FEB 10,2014,issued by Fenestration Testing Lab,Inc.,signed by Ms.Iliana Sanchez,test report Author. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with �C-2014(59�) Edition ,prepared by Al Farooq Corporation,dated 06/10/15 and last revi sed on DEC , 2015,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTIVIE4300-02,-04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). • 0 ...... E. MATERIAL CERTIFICATIONS feY • 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray Amerf f offie. (FbrnE.I. 0 0 00. DuPont DeNemours&Co.,Inc.)for the"Kuraray Butacite 6 Mfuterlgyck,ex0mo, • on 12/11/16. • 0 •0.00• 0000 . 0000. • 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray AmeriWfte. (Fornter:Ed. •• •• DuPont DeNemours&Co.,Inc.)for the"Sentry Glass 0(Clear pu White)bTass Interlayers",expiring on 07/04/17. 00 0000.. 0 F. STATEMENTS ..' 0 0000 •••••• 1. Statement letter of conformance to FBC 2014(5t1 Edition)and letter of no fi Nord interest,prepared by Al Farooq Corporation,dated 06/10/15,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal,dated 03/25/13 approved by Jaime D. Gascon,P.E. Ishaq I.Chanda,P.E. Product Control Examiner NOA No.15-0612.05 Expiration Date: March 20,2019 Approval Date: December 17,-2015 E-1 . • .•. . • . ... .. •. • . . .• .• . • . . . • • . . • • . . . ••• . . . . ••. 4 3/*r • ��i• • ••• t� V 6"MAX 13'MAX • /'., { -0 ��G i• �!� WAG HEAD • • / BVI�� • COAMFRS • • fff • • • • • p too 0 AOR •• 11 ••INTERLOW WITH ON WITHOUT $ -�,-----i SEEQFORlSIG —�-----�{= SEE ctuRT 81 � �i IISTRUCnO1tiS: C c==yt===-aL--- E USE CHARTS AS FOUGGMS. SIII.P 1 SEE oNWET 5 FORMGLASS cAPat2tY FZQUUMW STEP 2 SELECT SILL HYPE FIDE SHEET 7 AND LIMIT EXT.(+)OMM PRS AS SHOW ON DML. E � -.4 4 ,� STEP 3 SEE CHART g2 ON S W S FOR ANM=CAPACIIX STEP THE Lmw VALUE RESULTING FROM STEPS t ' THIN 3 BUIL APPLY TO ENTIRE SYSIEM. --=11====?r--- b n_ 0 8� I� Ii I� t, Z 3� DAYUTE OPENINGS WIDTHS: FIXED STILE-INTERLOCK a PANEL WIDTH - 7.12$" W rn INTERLOCK-ASTRAGAL - PANEL WIDTH - 7.230" B DAYLITE OPENING HEIGHT: 1 rRHv PANEL HEIGHT- 8.50" NEI= eHGMIAa PANEL HEIGHT . DOOR FRAME HEIGHT - 1.3629" OPTIONAL41 3/4' 41 3/4' ttlrl��yGQ3i� FALSE MUNTDJ D.L.OM D.L.OpG. N THESE DOORS ARE RATED FOR LARGE&SMALL DILE IMPACT. 48 7/8' � SHUTTERS ARE NOT IEOWU. PANEL "87 11 1 R lt SERIES-700 ALUMINUM SLIDING GLASS DOOR I __,•`� 6"MAx THIS PRODUCT HAS SEEN DIED AND TESTED TO COMPLY WITH YHE SILL TNTS OF THE 2014(STH EDITION) FLORIDA BWLDI4G CODE CORNERS TED GLASS INCLUOIRG HIGH VELOCRY HURRICANE ZONE 0WH4 OUSTER IN�SUL 1". LASS <m TOY OR 2BY WOOD SUCKS BY OTHERS. MUST IE ANCHORED PROPERLY TO 6 ANCHORS TRANSFER LOADS 70 THE STRUCTURE. AT INTERLOCK ENDS LARGE MISSILE IMPACT ANCHORS SHALL HE AS LISTED. SPACED AS SWIM ON OETAJLS.ANCHORS SEE SHEET 5 FOR CAPACITY R EMBEDMENT TO BASE MATERIAL SHALL IE BEYOND WALL DRESSING OR STUCCO. TYPICAL ELEYAnoN RAcm PE 1 7ras2 } ANCHORING OR LOADM CONDITIONS NOT SHOWN IN THESE DETAILS ARE ox amNOT PART OF THIS APPMAL L-1 I A A LOAD OIPATION INCREASE IS USED ON DESIGN OF ANCHORS INTO WOOD ONLY. ALTERNATE SIZE UNITS' F5 ALL SUMS TO BE HIGH IMPACT. NON-METALLIC AND NON-COMPRESSIBLE MAX. FRAME AREA OF DOORS NOT TO EXCEED drawing no. MATERIALS INgUDING BUi PST UNITED TO SITE AL SCREWS.THAT' THE TESTED FRAME AREA OF 72 SO.FT. 1N13-49 COME INTO CONTACT WITH OTHER OISSIdIAR Ma�S SHALL MEET THE REQUIREMENTS OF THE FLORIDA BDG. CODE e;k 1 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . �BCLISTER of . . .ANCHORS ... AT INTERIM/ASTRWAL BW HEADI 00 HEAD _ E J 47- SEE SHEET 5'FOR CAPACW CORNERS !j� D00 FRA11E WOTFI •• • • • •f ••• •• INTERLOCKS I t 14TH OR wTHxw I' tSEE CFNRI'$1 � 4 D J r=== ao t I h It tl z�a 42 1/IS" 42 1/18" aRvEn F .L OPB. D.L.OPG. OPTOK r r 49 8/18' PA18:L NNDTH ASTRAGALPANEL WIDTH yy ttc INTERLOCKku--e IA CI 8 8"MAX 13' CLUSTER OF SILLCOIG1EitS SILL 8 ANCHORS AT WZCWSL ti EING11I FVAT10At SEE SHEET s ZWCAPAIr <m n OXX ! R i A1.TERWYE SIZE UNITS: RA E7eW MAX.FRAME AREA OF DOORS NOT TO EXCEED CA � h THE TESTED FRAME AREA OF 110.7 SQ.FT. 82� g 1i W13-49 > t of . . •.. . . . .•. •. .. • . . •. .. • . . . . . . • . . • . • . ... . • . . ... CLUSTER OF • . .•• . •.. 4 S'MAX 13`YAK 4 3/8' S ASS •• *00 •• • •• • CwAa {{EAp - ll TMP. I^-�SE��/ ENDS • • • • • • •• SEE SHEET S FOR CAPACITY • • • • • • X" 192' DOOR FRAME TADTH 000 . . •• :00 •• (� $ • •• • • • • •• • �I • • • • • • • • ••• •• trill INTERLOM INTERLOCKS TATH OR WITHOUT ,A A, suta�rl ouF REtNFORM = '_---�_ SEE 1 I' y OW/1 '' --h -==yt----�L--- d it ===i°====-IL___ r--- n II h AI 4 G B 42 1/18 42 1/18` FALSE ONAL D.L.OPO. DL OPO. PIIODUtfi�y p CP11TI0PIAI. 49 3/18' PANEL WIN 49 5/18" log PANEL NTDTFI11 1 011ERI.00K ASTRAQAL I►RER{.QCIC •MAx e` °"' C SRL �0 CLUSTER OF d s 5'MAX TYPICAL ELEVATf4N AT DTTERLDcv{/ASTR�a1.ENDS u OXXX SEE 91ffET S FOR CAPACITY Engr a � L ALTERNATE SRE CANTS: FLA. f1M C MAX.FRAME AREA OF DOORS Nor TO EXCEED 'am i5 � THE TESTED FRAM AREA OF 144 SO.FT. b 2015 ATO•iT�{ f10. 91,9 . . ... . • . ... •. .. • • . .. .. . • . . • . • . . . . FRAMEW6 ... •• . !•• . ••• �Y - © 4 O .• .. • 00• • • •• • • C E ••• ••• 0: "• •.• ••• O # O f. CONFIGURATIONS SHOWN FOR I11USTRA71ON PURPOSES ONLY. 2. FOR AAPPUCABLE DEMN PRESSURES AND REINFORCEMENTSREQUIREMENTS SEE � K� •• i S 0% SET S. • Fr7""!'^� SEE SHEETS 7 THRU 8. B • ••• • ! • • •. • Ox(3110100 Sao" ••• • i i •.• i i i•• . • XO DOOR FRAME WMVH(SEE to TABLE) xx DOOR FRAME WOTH J H 0 O b e d ASTRA6M. MTEMM oxotseaWH} I FRkW WON(SEE Dp TALE) , N xxo P }� EXTERIOR z� DDDR FRAAE WOI'H A 3 OM J c �s Z l$ ASTW8 RAtW. OXO(mm" EXiEIBOR I OM FRAME WM csEE Op TABLE) P v A DOOR FRAl1E Mvor © O O © O �.�►o.R I,.'� iG�( fit a• -o a B fid ' aREaLOCic W ERLM <m� OXXX(smo EXTERIOR LET sm Afteft— oxxo DOOR FRAME VMM(SEE Op TAB E•v. i mom APPROVED rAME 'UFtA17ON FLA PE 70592 1 CAN. }f a DE 2Qj S drawing no. W13-49 shoot of 12 •• •• • • • •• •• • • • • • • • • • • • car#1 CHART#2 . . . ... . �V DZ8=LOAD CAPACITY - PSF (GLASS) .. . . .. • .. E LOAD CAPACYPY-PSP(ANCHORS) yl6•Tw GunsS/8'AIR SPACE $ 1RA81T"MGLASS TYP1W 4 AittfaAB 3116"61£AT•STFL£!/D CLAS• • • • '8','81' 'A','Al' * • • � • 3/18"HFAT S1REN'D GLASS A DOOR FRW WMOUT R&i1T8'. vrm sun. am FWK • ••0�"Waiaw • • • • Z 3 PARI. am PAM 6091 MW 8168&®a •• ••• • *00 .�. O Eos eon EXT.(+) WL(-) -.(+) W.(-) IKM a Ext.(+) aar.(-) LiY'K-Gy hr"I°•Ine Santryc3ae 30 70.0 80.0 704 BOA 30 704 80.0 3/18'HFAT STRWD GLASS W'Ku maf a^8f-•au;.. � f cm 77-00 -80,0 70.0 80.0 36 70.0 80.0 3/18'HEAT SR�N'D GLASS pC • • • •• ••• •• �y 42 Q 80.0 70.0 50.0 42 82 70.0 80.0 • • • • • • • • • Opt 48 70.0 70.0 80.0 48 70.0 80.0 i' '•R• • • ••• ••33 •• i ` �y 822 71.1 62.2 71.1 54 82.2 71.1 � .� / •� • • • • •3 • / � , \\ S=VVV{ty 30 70A 70A 80.0 30 70.0 80.0 // 23 • • • \ • I • • yj•• 23 \ X 38 70A 80.0 70.0 80.0 36 70.0 80.0 / 8 28 g 42 84 7oA 800 70.0 S" 42 84 70.0 a" Sftx0W SQL $ 48 704 80.0 70.0 60.0 48 70.0 80.0 - ' DOW 599 ` ; 'DOW a" 54 822 71.1 822 71.0 84 62.2 71.1 a�gr 30 70.0 Bob 70.0 50.0 30 70.0 50.0 \V 36 70.0 804 70A 80.0 36 70.0 a" C S 42 90 70.0 804 70A 80.0 42 so 70.0 =0 `\ 29 // \\ 29 / -XL 48 70.0 80.0 70.0 804 48 70.0 80.0 • EDGEy Elm - 822 71.1 84 62.2 71.1 G1A2 T n 'A' GTASS 30 70.0 8" 70.0 80.0 30 70.0 a" 7/18'ONERNA.LAAL GLASS 1'OVERALL.ML IAN.GLASS 36 70.0 80.0 70.0 BOA 36 704 60.0 9� 42 86 7" 80.0 1 70A 00.0 42 95 704 80.0 3118"TOW.CLASS $ N 48 70A 80.0 70.0 BOA 48 704 80.0 S( 54 - - 822 71.1 54 522 71.1 3/15`WffAT STM'D GLASS 31W AM VACE t$EC 30 70.0 a" 70.0 80.0 30 70.0 80.0 gyp-InIfti w 3110P HEAT 04M MASS 38 704 804 70.0 80.0 36 70.0804 Butaaile pysn 42 Be 70.0 WA 70.0 80.0 42 98 704 80.0 07 •I 48 70.0 80.0 70.0 00,0 48 704 80.0 3/18'HEAT STREWD CLASS B7'Kwmoy knwko,Inca 30 - - 70.0 80.o 30 70.0 80.0 3/18'HFAT SfWI')BASS Z 3T2 38 - - 704 80.0 98 7" 80.0 *z 42 102 - - 70.0 a" 42 162 704 60.0 704 BDA 48 70.0 80.0 U � 70.0 .0 70A 80.0 J/ yT ', \\ 23 \\ 47 O) u - - 70.0 W.0 38 704 80.0 / 28 \ A / , 26 70.0 80.0 L4. 108 70.0 BDA SIL. , Salem 70.0 80.0 48 700 77.8 t I DOW 599 I , I DOW 899 1 1 � a Sr.Sim 6 7 GIASR TYPH 'H' GIA88 TV" 'K, 7/18'MERALL LAW GLASS V OVERALL ML LAN.CLASS PkDAUCf Ei .S. 6 ALL oGERLOR(+)LOADS SHOWN W CHARTS AtitiilE ARE GI.A`LIIdG OPTIONS i7 FOR 1100R5 WITH 2-3/4`SILL HEIGHTS. FOR 2"SBL H96FIT LOST EXE.(+)LOADS TO 47.0 PSF •dS TFIDTOTIP LT8Il46. DOORS WITH 1-118"S&L HEL6 M ARE NOT APP MW FOR gumillam WATER WRLTRATLOH I6^4STANCE , SEE SHEET 7 FOR DETAILS FLA PE i 7tC$2 SEE NOTE, wW#1 FOR OEM LOAD CAPACITY OF DESIRED GLASS SIZE AND REIWORCEMENT. SEE CFIART A2 FOR ANCHORS CAPACITY. NOTE: not LOWER Y FROM GLASS OR ANCHOR CHART TALL APPLY TO ENTW SYSTEM. GLASS CAPACMES ON THIS SHEET ARE drawing no SDG OR �aGGSEC. costs) AND euaNCCOMMs W13 49 DECLARATORY STATEMENT DCA05-DEC-219 Bhe6l S ofi . . ... ... • . ... .. .. . .. .. . . . . . %: . • . . .. . . .. . .. . 00. [13Y OR 28Y WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINpOWS •i• i.• 0:0 i •i. •.• MUSE SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. •. i•i i i i•• i• •• TYPICAL A11TC110135: SEE ta.ty.FOR SPAgNO 000 000 :00 00 0 AT HEAD TYPE 'A'- 1/,g' DIli Lo TRAt:ON BY'EI M1' (FU-177 K86 fyd15S KSI) THRU 1BY OR 2BY BUCKS INTO CONCRETE Q 1-1 4" MIN. EMBED INTO CONCRETE t TM '8'- 1(4! DIA. U TRACAN BY'El LO' (F,177 KSI,gm185 XM) 1 DIRECTLY INTO CONCRETE 1-3/4- MIN. EMBED TYPE 'C'- ix mg. s v DRILL` c_[wcWc (tg"5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8-THK. MIN.) INTO METAL STRUCTURES of STEEL : 1/8"THK. MIN. (Fy - 38 KSI MIN.) ALUMIPIUM : 9/8-THK. MIN. (8083-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) L _ — _ _ _ _ & AT W11 33O TYPE 'B'- 1/4-Dla ULTRkCON e1r'EL CO' ft-177 ML Fy-155 KSO Q•- DIRECTLY INTO CONCRETE Z 3,` — —1-3/4" MIN. EMBED — ag 14 AT JAMBB-• — W �L TYPE 'A- 1L4' DLA. ULT N BY 'EL.CD' (FL-177 X81,Fy-155 no INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1--1/2" MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY rmwctwnmb 1-1/4- MIN. EMBED INTO CONIC. OR MASONRY9ew5i TYPE 'W- 1,10 (FO-177 166 Fy-155 NO DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY � �, TYPE 'C'- 1/4' MA. ME DRYING (amE 5 ats) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8-THK. MIN.) ` INTO METAL STRUCTURES S I STEEL : 1/8- THK. MIN. (Fy - 36 KSI MIN.) a m u ALUMINUM : 1/8'THK. MIN. (6063-T5 MIN.) L — ^(STEEL IN CONTACT WITH ALUMINUM To BE PLATED OR PAINTED) I w J i o flA /70692 INTO CONCRETE - 2-1/2'MOI. 3638 INTO WOOD STRUCTURE- 1"MIN. INTO METAL STRUCTURE-3/4"MIN. 2Oi"j s CONCRETE AT HEAD, SILL OR JAMBS Pa- 30M PSI MR. drawing no. C-PSO HOLLOW/FIU.ED BLOCK AT JAMBS I'm -2000 PSI MIN. W93-49 sI� of 1 . • ... . . • ... •. .. . . • •. •• . • . . • • . . • . • • • ••• • • • • ••• tTPICAI ANCHORS SEE ELEVS.—\ I BY OR 20Y WOOD ISM SPACING • (SEE NOTE SHEET 1) •• • • •• •• . A!� . .(ETAL. . . . _!!L SY a-1/8i�•• w tCOE�e1 iE • • 1/a•iFIPt. • •�H MY�60�OOWt:Y APPR D MWAM -3, •1aN. 3-t�t•• ••• (SEW RlitEi�) •• �sEPARUE NOA i o .v 4• EDGE DIST. II (SEE SHEET , STAGGERED I 7N6 8 O 4 �A^ � q FOR SPACING FOR SPACING g 6 p /o U 1 ' >,r11Ms TRev�eb � Hn 3m� c WE CPHOW: Z 3i(2_ p It I it t Wt - 1-1/2' LONG NOTCH AT EACH END. 8 0 a W2 = 3/18'X 3/4" LONG WEEP NOTCH AT 22" FROM ENDS i AND 38"O.C. jI I it W3 .. 3/18" X 1' LONG WEEP NOTCH AT S' FROM ENDS I III AND 38" O.C. W4 = 1/4'X 1'LONG WEEP NOTCH AT S" FROM ENDS I AND 38'O.C. PILE PADS: tt 4OR SHMto P1 = OPEN CELL FOAM AT EACH WEEP HOLE LOCATION POU HARDENED stREEXRHH 1-1/18' LONG X 7/18•WIDE X 7/18• HIGH to - NON-METALLIC t3 P2 +y SELF ADHESIVE PILE PAD Oc m MIN. 1" X 3/8' X 1/4'HIGH 8� 24 fa P3 = SELF ADHESIVE PILE PAD WITH MULTI INTEGRAL FIN >¢' P4 \ 2-1/2' X 1'X 3/8' HIGH — �^ W4 N P4 = OPEN CELL FOAM AT INTERLOCK & ASTRAGAL <m v at iv 2" LONG X 1-7/18"WIDE X 7/18' HIGH T...... ........ •"• NOT APPRWEO LIMIT MAX. LIMIT MAX. FILA.IPE 71IM a •••• •. - • _P3 FOR WATER RESISTANCE fltT,(tj LOW EXT,(+)LOADS y .� ` •3,10�a •; •s.•" 'a �'' Wig W2 TO 47A PSF TO y0.0 PSF S EDGE INSf.''' '•:''3-1°/6:: • SIL HEIGHT YS WATER BUIS'ANCE EXT.(*)_I[>Af1 drering rro. sTnGeEREo TYPICAL ANCHORS SEE SHEET S CHART I FOR DOOR CAPAM W1 3-49 FOR SPACING sheet of 1 • • . f • . • • • . .•• . . . . ••• .. • . •• . •• • 00 4ftu • • • • • • . • • • •• • • PANEL WIDTH* • • • • • • C TYPICAL ANCHORS ••• • FOR ME © SEE A REINFORCING ACO FOR=1 P2 1YPICAL ANCHORS DL OPO. •• • •• •• FORSEE SPACING ° 22 22 27 INrERlocic s � �c 9 21 WOOD ° r EXTERIOR SEE NOTE t n • � •:• ata. s n Ps .,., PANEL WIDTH t/<'NdH1L WOR FMIE WIDTH(SEE 00 TABLE) t/a•YAx IW8;;z z i6eo>txrkevma Ir.,t'�ob12•er' .mom t. NTA.u, aTuea drawing no. W13-49 enaet 8 of� *00 PANEL MOTH 00 0 0o 0• :00 IEIWORA 0 00 M PANEL WOM • 0 • AS 0REODi0 0 0:0 r 0 A 00 00 Sm giT 50 o • z CARAW*o o o 0 ML OPG. P3-\ D.L.OPG. CD) P2 a TMM ANCHM SEE M. 0 FFOR$PAC= • AND QVANW 22 ASMAGAI. III will EXTERIOR P3—/ i I PANEL MM rawA ANCHORS DOOR FPAIE WOO(WE Op VSLE) 1/4-MAX. SEE ELEV FOR WP�W SHIM 19 8w Im M lop,. . 19EW.JA*D AHIM *. - i cra RA.pi g 670IN2 MAX CM FRAME WM7H . • ... • t • .•. .. .. • . . .t .• . • • ••• • • • • ••• Lm g PANT 9 gOANTLTY D> r[°ta MAUMA1' MAM./ • • • ••• • ••• �V 1 E701 1 FRAME HEAD 8008-75 - •• • •• • •• • 2 E702 1 FTRAI•:SBL. 8008-75 - - t •• • •• • : 000 3 E703 2 FRAME AM 8083-T8 - • • • • • • z ; 4 E704 2/PASA. PANEL.TOS AND BOTTOM RAS. T8 _ •• •t• • 900 • a 5 - E798 AS RCD. PANEL LOCK STILE 8083-18 708INTERIM P a 8 EAS REQ. PANEL OUTER I TERIOG� 8083-18 - 7 E707 AS REOD. PANIX INNER INIM 2C 8083-TS _ • • • t• 000 •• jj 8 E708 AS NEW. PANELMALEASTRAGAL, 8083-T8 - • ••• • • • • •• • 1y $ 9 E709 AS RIM. PANEL FEMALE ASTRA(lAL 8083-T8 - • t • • •• • • VRX • • • • • • • • 10 E710 AS READ, OA2M6 BEAD 7/18"1AAWiNED GLASS 8083-18 - •• • • • • • ••• •• 11 E711 AS FM GLAZING BEAD i'INSULATED GLASS 5083-78 - 12 E712 AS REOD. SILL TRIM 8083-TO OPTIONAL d 13 E713 AS REOD. jr SILL RISER 8083-TU - 14 E714 AS HMO. 2-3/4'SRL RISER 8083-Ts - 18 E715 AS REOD. TOM PANEL CLIP(CONTNIIOLM 6063•-1e - 17 E717 AS RWD. OBERLON S1IFFENER(FSU.PANEL LOW" 8083-Ts - 18 010 13/4'HNH SAS AS REC. FRAME ASSY.SCREWS Sr.STEEL - 18A 010 X 1'FH SMS AS REOD. PANEL ASSY.SCREWS ST.STEEL - 19 #s X i/Y PH SAIS 2/CUP FUMO PANEL CLIP SCREWS Sr.STEEL A7 3'FROM ENDS&18'O.C. (j 20 110 X i-1/4'PH SMS 1/ROLLER ROLLER INST.SCEWS - NOT SHOWN 21 WEATHERSTRIP AS=0 FRAME NO PANEL WFATHEAST RU - FM SEAL.190 HIGH BY ULTRAFAB � Ul 22 E235 AS RM MTERLOCL MMM 81R.B BANTOPlENE UL7WiFAB 23 E203 AS RM. OIAZW SM BULB SAND ULTRWA9,MIRROMERR 8815 24 PRO3-8908 2/ROY. 7AI10Y NYLON WHMS IN SL SIM Housm - WERLM(1/2'MIG.SPACER REQ. E71s 2/PANEL FDMD PANEL SMTE OEUBN - 26 88 K 1/2•PH SAS 2/CUP I FMM PANEL SKATE MSL SCREWS Sr.STEEL 3 n 27 - ASREQO. 3 PLY DUAL POW =ASSEMBLY - BY INTERLOCK 28 AS REQ0. &HdPOPI(SIUCONE VACM S BY FRANK LOWE Z�- 29 AS REDO. SETTING SETTAT 1/4 POINTS fPOM WIOMETER 8018 SHORE A � z 3 0, Wogs rommf oximmo •MY lie LAAtb ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SIIJCONE. s� aw CIAL MO. E 79892 - c a dTaetng no. ,. W13-49 sheet of 2 •• •• • • • •• •• • • • • • • • • • • • $.059 3= 3'� • •• • 000 •• • •• •• �� • ,�• • • • • •'t3 .893 I fl .078 • 111 1.12e 078 1.312 1.824 & ,.848 0:0 ••• �•8••' • 045 .937 090 � 1.021 F _31 ,05 t 99a t.9� • ••• •• ,254 4.-t 252 alas • •• • • • • •• • � • • • •• /•� GANG,BEAD GLAZING BEAD g Q FRAME HEAD Q PANEL.LOCK STILE •• • • • • • tiMUL UW CAW 11 7/18'UW.GLASS Q PANEL.INNER INTERLOCK 1.471 1.144 .210 ,Og2 �S.SBa 210 dd 210 1.998 3.250 205 y' ow 2.3131J .078 y,� .1 Ew- 1.047 1.047 1.047 � J r.ta5 An J 5132 1 co 1.998 tea 2825 ,a SILL TRIM 13 2"SILL RISER t4 a-3/a°SILL RISER '� OO PANEL TDP & BOTTOM RAIL O PANEL OUTER RTfERLOCK �^ � 2.248 �M .9i5 .125 z$ z g �.357 L 1� OBJ 1 :!J 1.4948 V O FRAME JAMB 1.SM10 W w .125 .�8 2.057 t5 FIX. PANEL CLIP 17 INTERLOCK STWMER im 4,t5.274 3.887 1437 6tyia9MDeR g Q .076 ` k" 1.824 FRAME SILL S 1.824 1.648I Ll <m v J.Bm n aJrflo CAIL K I .140 Z" drOfing no. W13-49 Q PANEL FEMALE ASTRAGAL Q PANEL MALE ASTRAGAL T ofla •• .. . . • •• •• • • • ••. • . • . •.• QQQ 18 • • • . • • • •• of • • • • • • 00* 000 000 0 000 • . • • • • . • 9 BB NSS FRAME TOP CORNER PANEL TOP/80TFOM CORNER M WOw � 1s ra�M�s Ares IMM ��g� FM PE / smo n i 6nmCAA i dro•a1g no. t:RAME BOTTOM CORNER W13-49 street 12 of 1