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WS-16-1788 ,. ., - 1 .. 1. � _ 1 t.. �, �... ' - _. _,� �� ,�r��S�6�g ��, 9 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-264563 Permit Number. WS-6-16-1788 Scheduled Inspection Date:August 24,2016 Permit Type: Windows/Shutters Inspector: Mesa, Michel Inspection Type: Final Owner: HUNT,SUSAN Work Classification: Window/Door Replacement Job Address:70 NW 101 Street Miami Shores,FL 33150- Phone Number Parcel Number 1131010180280 Project: <NONE> Contractor: AMERICAN IMPACT WINDOWS&DOORS LLC Phone: (305)3284010 Building Department Comments REPLACE 12 WINDOWS AND 3 DOORS. Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-261991. 8-1-16 not re dy. Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. 2 August 23,2016 For Inspections please call:(305)762-4949 Page 14 of 34 1kZ Miami Shores Village j � "W n��Ito em": 10050 N.E.2nd Avenue NW �t1EIoWi ?f?t Rp1aIrlE1 �i � Miami Shores,FL 33138-0000 x Phone: (305)795-2204 ""e fJ7?7r�StattlSF1/ '" Expiration: 12/27/2016 Project Address Parcel Number Applicant 70 NW 101 Street 1131010180280 Miami Shores, FL 33150- Block: Lot: SUSAN HUNT Owner Information Address Phone Celt SUSAN HUNT 70 NW 101 Street MIAMI SHORES FL 33150-1267 Contractor(s) Phone Cell Phone Valuation: $ 1,200.00 AMERICAN IMPACT WINDOWS&DO( (305)328-0010 Total Sq Feet: 200 Type of Work:REPLACE 12 WINDOWS AND 3 DOORS. Available Inspections: No of Openings: 15 Inspection Type: Additional Info: Classification:Residential Window Door AttachmentFinal Scanning:4 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 DBPR Fee Invoice# WS-6-16-60356 $3.75 DCA Fee $3.75 06/30/2016 Credit Card $272.70 $0.00 Education Surcharge $0.40 Permit Fee $250.00 Scanning Fee $12.00 Technology Fee $1.60 Total: $272.70 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compl ance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named c actor to do the work stated. June 30, 2016 Authorized Signature:Owner / Applicant Contra or Agent Date Building Department Copy June 30,2016 1 Miami Shores. dil-Sage � CET ' 22 8 2016 Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY' Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 /V�— BUILDING Master Permit No. ` iS, ( - :Pj PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL F-]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 70 NW 101 ST City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder)-Susan)Hunt Phone#:786-208-7719 r/ �. Address: / City))) Jails I z5 kore State: Zip::? Tenant/Lessee Name: Phoni#: 19& Z® SS 7 7 J� Email: Qi✓hu In 56 �� l4a 0® 'c.c� t,-, CONTRACTOR:Company Name: American Impact Windows Phon #: 305-328-0010 Address: y120 /.�I�«� `{l. v II ^^ . City: /-1 Y" rr State: F�_ Zip: Qualifier Name: ✓`1 f f z.0J L d J Phone#: State Certification or Registration M D X97) Certificate of Competency : DESIGNER:Architect/Engineer: Pho a#: Address: City: tate: Zip: Value of Work for this Permit: Id,0 U(tquare/Linear Footage of Work: AW07 o2U-0 Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Rleplac ❑ Demolition Description of Work: LJ t Ik J ati,s + 3)v .3 Specify color of color thru tile: Submittal Fee$ Permit Fee$ v� �° 01--i CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ D4ble Fee$ Structural Reviews$ Bond$ OL TOTAL FEE NOW DUE$ C;,I--i (Revised02/24/2014) 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,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 ),4W61&— Signature OWNER AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 1 � __day of 3Vy%< 201/ ,by day of 3UXA.— ,20 S 4,rR 14 who is perso o �S¢�J U , ho is personal #tr'ov*rr�rg me or who has produced ,*9 '" p s me or who has produced as identification and who did take an oath. "' e, identification and who did to NOTARY PUBLIC: NOTARY PUBLIC: �'"'�;t;;r'• R' Sig Print: AtA-4,kelt J -c Print: alt-Ad �il a Seal: : Seal: h d !y APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) • SNORES G Miami Shores Village Building Department a- 9111111" 10050 N.E.2nd Avenue Miami Shores, Florida 33138 � ,wT °yam Tel: (305) 795.2204 0R1DA Fax: (305) 756.8972 BUILDING CRITIQUE DATE: 06-28-2016 PERMIT NUMBER: 16-1788 Provide original signed and sealed wind pressure calculations.The calculations should be bas on the 2014 Florida Building Code. According to Florida Statute the engineer calculation should have t used seal of theengineer of record. Ismael Naranjo, B.O, CFM Building Director • $SORES G� Miami shores Village Building Department 0111- 10050 1110050 N.E.2nd Avenue --x: „�� Miami Shores, Florida 33138tpRl Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING CRITIQUE DATE: 06-28-2016 PERMIT NUMBER: 16-1788 Provide original signed and sealed wind pressure calculations.The calculations should be based on the 2014 Florida Building Code. According to Florida Statute the engineer calculation should have the raised seal of the engineer of record. Ismael Naranjo, B.O, CFM Building Director e CGen"� °a-'r4X 51 YL > 1 S�'�'�db i 6 i `7(� 75 )/ r G' F,re�►a �� a 3g x ��- t�-v�o3°!'3° s 701 /-7S 1=rev�,L, �uure �a'iz X7y • ?S b6t��.�3 � k � t7e�/' 7.� x0 70 Fre-odl, Ddwf . v4 Zx�jo`>1s=aby?. i3 X /75 —4r 14 • Sc,a�tz ��n�•30�e X S"6 0 l�a�ti�•la �� .�..�. - i int eJ ✓"1 fin 14.R '79 x S-6 ?� a�.dX..AS x 4X.� �tS.,1;��• 1f pv . . . . a _ �'j Gaffe �G�t• 3�xi i 5_� .�a� t 5 � ,n! ` 0 4 KILj -A 5 a" vd-t-+'.LIL (2, Ajj3 l4 uyv} lot St J L28 0166 13Y o RAMMS - ENGINEER I , Kd = .8 : 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDI CODE, 2014 Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE7- CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 175 MPH WIND ZONE Interior &Exterior Zones (4&5 - Walls).Positive Pressures Exposure C For the 175 mph Wind Zone CAT GORY 2 Effective Wind Area (or, Tributary Area in S are Feet Height 10 20 30, 40 5 60 Maximum 1.00 0.95 0.92 0.89 0.88 0.86 15 40.4 38.5 37.5 36.7 36.1 35.7 20 42.7 '40.8 39.7 38.9 38.3 37.8 25 -44.6 42.6 41.5 40.6 49.0 39.4 30 46.5 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9 44:9 .44.2 43.6 50 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 51.2- 49.8 48.8 48.1 47.4 Interior Zone (4 Walls) Negative Pressures Ex osure.0 For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area (or, Tri utary Area in Square,Feet Height 10 20 30 40 50 60 Maximum) -1.10 .-1.05 -1.02 -0.99 -098 -0.96 15 43.8 -42.0 -40.9 -40.2 -30.6 -39.1 20 -46.4 -44.4 -43.3 -42.5 -41.9 -41.4 25 -48.4 -46.4 -45.2 -44.4 -43.8 -43,2 30 -50.5 -48.4 -47.2 -46.3 45.6 -45.1 . 40 -53.6 1 -51.4 1 -50.1 . -49.1 -48.4 -47.8 50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 -55.8 -54.4 53.4 -52.6 -52.0 Exterior Zones (5 -Walls) Negative Pressures Exposure C For the 175 mph Wind Zone. CATEGORY 2 Effective Wind Area or, Tri ptary Area in Square Feet Height 10 20 30 40 50 60 Maximum :1:40 -1.29 -1.23 -1.19 -1.15 -1.13 'I5 -54.1 -50'.4 -48.3 -46.8' -45.6 20 -57.2 .;53.4,, . -51.1 `••493 : 4 .`3 1-47.3 25 -59.8 -55.8 '-53.4 -49.4 30 -62.3 -58.1 -55.7 '- 3. 15 n '-51.5 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54.6 .- � 6 50 -69.3 -64.7 60 -71.9 -67.0 -64.2.:; •• -62 - •• - L Length of End Zone (a): 10% of least horizonta'l dirrwriston ar.q.h.'wNahever i r .all but not less-than 4% of least horizontal dimension or.*3 it.•(I �a 3eai� ragf Neigh 1 flee NOTE:AN 8% REDUCTION OF THE LOADS SHOWN AB( VEi--MAV E6 YAkI0014 FLA OOFS. r ,1 M IAM I-DADS MIA1131—D E COUNTY,FLORIDA o PRODUCT SECTION DEPARTIVIENT 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) ymyminmidade.gov/economy Eco Window Systems,LLC 9114 NW 106 Street Miami,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(AIIJ). 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 duality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami--Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"ECO—Guard Clipped"Aluminum Tube Mullion--L.M.I.. APPROVAL DOCUMENT: Drawing No. M14-01, Series titled "Aluminum Tube Mullion",-sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami—Dade County Product Control Section Approval stamp with the Notice of Acceptance number and Approval 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 name or logo, city, state, series, and following statement: "Miami---Dade County Product Control Approved",unless othetivise 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 t'emoval 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 forginspectrptp�t the j®bite at4Re request of the Building Official. This NOA consists of this page 1 and evide>ile pagejE.1�11*2,as well as approval document mentioned .. ... .. . o • o0 above. . The submitted documentation was reviewed by Jaime D.Gascon,P.E, 0:0 . oo• o . . . . . . . . . NOA No.14-0529.16 MIAMFQADE COUNT1f or •0• •0• ••0 Expiration Date: October 23,2019 t� 1 Approval Date: October 23,2014 ... . . . . ... . . Page 1 . . . . . . . . . . o .. oo . o . oo .. Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M14-01, Series titled "Aluminum Tube Mullion", sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al— Farooq Corporation,signed and sealed by Javad Alunad,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 along with marked—up drawings and installation diagram of a clipped aluminum mullion at fixed windows, 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. 2. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of a clipped aluminum mullion at a fixed window/a single hung window,prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08-2192B and IWTI-08 2166C, both dated 01/15/09,signed and sealed by Candido F.Font,P.E. 4. Test reports on: 1) Au Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS,202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked—up drawings and installation diagram of a clipped aluminum mullion single hung window,prepared by Hurricane Engineering &Testing,Inc.,Test Report No. HETI-08-2166A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and FBC 5th Edition (2014), prepared by AI Farooq Corporation, dated 05/05/14, signed and sealed by Javad Ahmad,P. E. D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATION$ ••; ; ; ; ; ; 1. None. •• ••• • Jaime D.Gascon,P.E. • ••• • ••• • • Product Control Section Supervisor •.: •.• .' '.; NOA No. 14-0529.16 •.• :• •.• •.• •.• •.• Expiration Date: October 23,2019 Approval Date: October 23,2014 . • . . . . . . . . . •• •• . • . .. .. Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMI ED F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with FBC 2010 and FBC 5" Edition (2014), issued by Al Farooq Corporation, dated 05/23/14, signed and sealed by Javad Ahmad,P.E. 2. Department of State Certification of Eco Window Systems,LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 03/21/13 and signed by Kurt S.Browning, Secretary of State. 3. Laboratory compliance letter -for Test Reports No.'s HETI-08-2192A, HETI-08-2192B, HETI-08 2166A and HETI-08-21660, all issued by Hurricane Engineering & Testing, Inc., dated 01/15/09, signed and sealed by Candido F.Font,P. E. 4. Proposal No. 08-0236 issued by the Product Control, dated 06/01/08, signed by Manuel Perez,P. E. G. OTHERS 1. None. Jaime D.Gascon •0 ••• 066 ... 000 Product Control Section Supervisor • NOA No.14-0529.16 . . . . . . . . . . .. . . . . .. • •. . . Expiration Date: October 23,2019 000 • •• Approval Date: October 23,2014 E-2 ... . . . . ..• . . . . . . . . . . . . . •. .. . . . •• 0• 1 a PA53 L0-aM Nomnw 2065-588 Nov)XVA 6625-sae (soc) � :ca ro o w vttEev o7aYNnnw WN "d 'J3�03W 0 anr�+ ,y•gyp 3AV G8•Ms 9E= 133N.LS 90l M'N 4 L 3 c�• HT1 'SW31S.lS MOdNIM 003 1N3Wd0'3A30.L9(IQONd°8 S833NION3 � _ —_-.— ___- e UO sa a o ou g m e INOLLVHOdaOObOOUV=I-lV ! 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MULLION HEAVY MULLION N CJ • • ♦•••♦• 6063-16 6063-T6 W� >-Ld00 1i • 6666 • •• 6• •• • • • • 6 F- :::o o 1 66.6 • •• 6406•• j U�� » • *00* 000006• Z Z 3� • • 4 • ♦ _ „ • • • •• •66• 7vi • •046 O � • • • •••666 W O d • • •6.6 • •• 6666•• � 1 • 6.6• : ••6 .718{+- 1.718•--� • 6666 ••6• • • I I� 6646 125 2.125 125 2.125 0 .125 TYP. TYP. Apptuvidre000y>lyn1g nidl8le 2.000 YMtidA Uftiid+ O `o q ev o 0 N L O NOTCH NOTCH 9 OPTIONAL 1/2. OPTIONAL MIN. MIN. _ a Engr.JAVAD AHMAD I a oCmi- CAN. 3636 FIA.PE/ 38 0 1/2. a 1/2' 1/2MIN. MIN. o° 8 MIN. o MAY 1; 2014 drawing no. ANGLE CLIP MULLION CLIP MULLION CLIP M�4-O� 6063-T6 6063-T6 6063-T6 I t -heel 2 Of 9 DESIGN LOAD CAPACITY - PSF(TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF(TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF(TUBE MULLIONS) • WINDOW DIMS. IX3 1X4 1 X3 1X4 2X4 2X6 2X6 WINDOW DIMS. 1X3 1 X4 1X3 1X4 2X4 2X8 2X8 WINDOW DIMS. 1X3 1X4 1X3 1X4 2X4 2X6 2X6 �c WIDTH(W)MULL SPAN M. STD. CUSTOM CUSTOM STD. STD. HEAVY WIDTH(W)MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY VBDTH(w)IMULL SpANJ STD. STD. CUSTOM CUSTOM STD. STD. HEAVY v 19-1/8' 1_20.0 120.0 120.0 120.0_ _120.0 120.0 120.0 19-1/8' 74.6 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' - - - 59.3 55.3 1 120.0 120.0 Z m- 26-1/2- _120.0 120.0 120.0_ 120.0_ 120.0 120.0 120.0 26-1/2' 53.6 115.4 87.1 120.0 120.0 120.0 120.0 26-1/2' - - - z 42.8 39.9 1 111.0 120.0 p 30' 120.0 120.0 120.0 120.0 120.0_ 120.0 120.0 30' 47.5 101.9 76.9 120.0 120.0 120.0 120.0 30' - - - 37.8 35.3 98.1 120.0 37' 120.0 120.0 120.0 120A 120.0 120.0 120.0 37' 38.5 82.6 62.4 120.0 120.0 120.0 120.0 37' - - - 30.6 28.6 79.5 120.0 42' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42' 33.9 72.8 55.0 113.9 106.4 120.0 120.0 42` - - - 27.0 25.2 70.1 120.0 48' 38-3/8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48' 74-1/4' 29.7 63.7 1 48.1 99.7 1 93.1 120.0 120.0 48' 120' - - - 23.6 22.0 81.3 112.6 1G u 54' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 54' 26.4 1 56.6 42.7 88.6 82.7 120.0 120.0 54' - - - 21.0 - 54.5 100.1 V 60' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 60` 23.8 51.0 38.5 79.7 74.4 120.0 120.0 60° - - - - - 49.0 90.1 66' 112.5 120.0 120.0 120.0 120.0 120.0 120.0 66' 21.6 46.3 35.0 72.5 67.7 120.0 120.0 66` - - - - - 44.6 81.9 Q�g 72' 103.2 120.0 120.0 120.0 120.0 120.0 120.0 72' - 42.5 32.1 68.5 62.0 120.0 120.0 72' - - - - - 40.9 75.1 S 1an. 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 51.5 110.4 83.4 120.0 120.0 120.0 120.0 19-1/8' - - - 44.5 41.6 115.6 120.0 W G 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' 37.2 79.7 60.2 120.0 116.4 120.0 120.0 26-1/2• - - - 32.1 30.0 83.4 120.0 ri 30` 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 32.8 70.4 53.1 110.2 102.8 120.0 120.0 30' - - - 28.4 26.5 73.7 120.0 Jr 37' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37' 26.6 57.1 43.1 89.3 83.4 120.0 120.0 37' - - - 23.0 21.5 59.8 109.8 Z N d 42' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42' 23.4 50.3 38.0 78.7 73.5 120.0 120.0 42' - - - 20.3 - 52.6 96.7 Wel r 48' 42' 120.0 120.0 120.0 120.D 120.0 120.0 120.0 48' 84' 20.5 44.0 33.2 68.8 64.3 120.0 120.0 48' 132' - - - - - 48.1 84.8 54' 114.8 120.0 120.0 120.0 120.0 120.0 120.0 54' - 39.1 29.5 61.2 57.1 120.0 120.0 54' - - - - - 40.9 75.2 V oN 60' • 1Wi 120.0 120.0 120.0 120.0 120.0 120.0 60' - 35.2 26.6 55.1 51.4 112.6 120.0 60' - - - - - 38.8 67.7 • 68'• • •94.0 120.0 120.0 120.0 120.0 120.0 120.0 66' - 32.0 24.2 50.1 46.7 102.4 120.0 68' - - - - - 33.5 81.5 I Z • • 026• 86.1 120.0 912W .0 120.0 120.0 120.0 72' - 29.3 22.1 45.9 42.8 93.8 120.0 72' - - - - - 30.7 56.4 i O 1n • 19-1/ • 1 0.0• 120.0 *0.0 180.0 120.0 120.0 120.0 19-1/8' 34.5 74.0 55.8 115.8 108.1 120.0 120.0 19-1/8° - - - 34.3 32.0 89.0 120.0 i • wwva 120.00 120.0 120.0 l g.0 120.0 120.0 120.0 26-1/2' 24.9 $3.4 40.3 83.5 78.0 120.0 120.0 26-1/2' - - - 24.8 23.1 64.3 118.0 !I g tD •30' 120.0 120.0 12.00 R0.0 120.0 120.0 120.0 30' 22.0 47.2 35.6 73.8 68.9 120.0 120.0 30' - - 21.9 20_4 56.8 104.3 I W }W _ (/1 37' 115.3 120.0 1 .0 120.0 120.0 120.0 120.0 37' - 38.2 28.9 59.8 55.9 120.0 120.0 37' - - - - - _ 46.0 84.5 m m • ••4,0 •• 191% 120.0 RAO }20.0 120.0 120.0 120.0 42' - 33.7 25.4 52.7 49.2 120.0 120.0 42' - - - - - 40.5 74.5 - -. 9 M9T• 50-5/8'e 1041 120.0 o.0 120.0 120.0 120.0 48' g8' - 29.5 22.3 46.1 43.1 1079 120.0 48' 144' - - - - - 35.5 65.2 QOM N • --__. i • �• • 79.0 120.0 120.0 120.0 120.0 120.0 120.0 54' - 26.2 - 41.0 38.3 95.8 120.0 54` - - - - - 31.5 57.9 Z Z , 60° • W.1• 114.5 1 .2 .0 120.0 120.0 120.0 60' - 23.8_ - 36.9 34.4 86.2 120.0 60' - - - - - 28.4 52.1 Z • ••6•• •..641• 104.1 R19.P 1.20.0 120.0 120.0 120.0 66' - 21.4 - 33.5 31.3 78.4 120.0 66' - - - - -• 25.8 47.4 J O d' • 72'• 959.3 95.4 --aw,.- --- 0.0 120.0 120.0 120.0 72' - - - 30.7 28.7 71.8 120.0 72' - - - - - 23.7 43.4 Q V to j9-1/8" • 11220�.0-� 120.0 129.9.0 120.0_ 120.0_ 120.0 120.0 19-v8• - - - 81.3 75.9 120.0 120.0 W _88.19 120.0 1z0.�_ _r2o.o 120.0 120.0 120.0 26-1/z° - - - 58.7 549 120.0 120.0 -� ARCHES TO BE INSCRIBED HORIZONTAL MULUON is 30' • l9. 120.0 1.20.01 120.0 120.0 120.0 120.0 30' - - - 51.8 48.4 120.0 120.0 INSIDE RECIANGULAR SHAPE • pq•3i'• • &V 119.9 0 A 0.0 120.0 120.0 120.0 37' - - - 42.0 39.2 109.1 120.0 42` • 55.60 105.6 90.0 120.0 120.0 120.0 120.0 42' - - - 37.0 34.6 96.1 120.0 48' 83' • •8 92.4 78.7 120.0 120.0 120.0 120.0 48' 108' - - - 32.4 30.2 84.1 120.0 i PCT 3 VERTICAL 54' 43.2 82.2 70.0 120.0 120.0 120.0 120.0 54' - - - 28.8 26.9 74.7 120.0 MULLION ----- o 60' 38.9 73.9 63.0 115.7 108.0 120.0 120.0 80' - - -• 25.9 24.2 67.3 120.0 z 88' 35.4 67.2 57.3 105.1 98.2 120.0 120.0 86` - - - 23.6 22.0 61.2 112.3 GLAZING GLAZING 3% PRODUCT PRODUCT 72' 32.4 61.6 52.5 96.4 1 90.0 1 120.0 1 120.0 1 72' - - - 21.6 20.2 56.1 103.0 g CLALNC GLAZING PRODUCT PRODllCT ALL LOADS ARE EXT.(+)/INT.(-). 0 0 NOTE: �, VPZ__„� -- MULLION SPAN 0 MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED �- VERTICALLY OR HORIZONTALLY. a (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION ARRANGEMENTS Eng"dAWAD WMAD CML 3 FIA,PE 8570592 3 W1 +W2 CAN. 38 38 y }. Appmved n4F41rn a}iy�''G461 tTle 2 9 ploriAn Dr D,1. A O NRaN-AA .� it��. +1 d ag drawing no. AtlnwiTJcla t G t�2 FmULLIONS . M�4-01 ' sheet 3 of g DESIGN[AAD CAPACITY- PSP DESIGN LOAD CAPACITY - PSI, DESIGN LOAD CAPACITY - PSF u WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE � WIDTH(w)MULL SPAN A2 A4 AS B2 114a B4b MOTH(W)MULL SPAN A2 A4 A6 B2 84a 114b WIDTH(W)MULL SPAN A2 A4 AB BE Boa B4b � qp a 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 101.4 120.0 120.0 19-1/8" 97.9 120.0 120.0 62.7 90.4 120.0 Z �� 26-I/2' 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 114.2 120.0 120.0 73.2 105.4 120.0 26-1/2" 70.6 120.0 120.0 45.3 65.2 90.6 �O 30" 120.0 120.0 120.0 120.0 120.0 120.0 W. 100.8 120.0 120.0 64.6 93.1 120.0 30" 62.4 108.6 120.0 40.0 57.6 80.0 3 - .. _ 37" 120.0 120.0 _120.0 101.4 120.0 120.0 _ 37° 81.8 120.0 120.0 52.4 75.5 104.8 37" 50.8 88.2 120.0 32.4 46.7 64.9 42" 120.0 120.0 120.0 89.3 120.0 120.0 42° 72.0 120.0 120.0 46.2 66.5 92.4 42" 44.6 77.7 116.6 28.6 41.1 57.1 48" 38-3/8' 120.0 120.0 _120.0_ 78.2 112.6 120.0_ 48" 74-1/4` 63.0 109.9 120.0 40.4 58.2 80.8 48' 120" 39.0 68.0 102.0 25.0 36.0 50.0 54" 108.4 120.0 120.0 69.5 100.1 120.0 54" 56.0 97.7 120.0 35.9 51.7 71.8 54" 34.7 60.4 90.7 22.2 32.0 44.4 ^ ,d 60' 97.6 120.0 120.0 62.5 90.1 120.0 60' 50.4 87.9 120.0 32.3 46.5 64.6 60" 31.2 54.4 81.6 20.0 28.8 40.0 7VS NMM 88" 88.7 120.0 120.0 56.9 81.9 113.7 66' 45.8 79.9 119.9 29.4 42.3 58.8 66" 28.4 49.5 74.2 - 26.2 36.4 a M 72' 81.3 120.0 120.0 52.1 75.0 104.2 72 42.0 73.3 109.9 26.9 38.8 53.9 72" 25.0 45.3 68.0 - 24.0 33.3 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 89.6 120.0 120.0 19-1/8" 89.0 120.0 120.0 57.0 82.1 114.1 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2 100.9 120.0 120.0 64.7 93.2 120.0 26-1/2" 64.2 112.0 120.0 41.2 59.3 82.3 3 i3y 30" 120.0 120.0 120.0 114.3 120.0 120.0 30" 89.1 120.0 120.0 57.1 82.3 114.3 30` 56.7 98.9 120.0 36.4 52.4 72.7 I1.y 37" 120.0 120.0 120.0 92.7 120.0 120.0 37" 72.3 120.0 120.0 46.3 66.7 92.7 37" 46.0 80.2 120.0 29.5 42.5 59.0 Z!i1 42" 120.0 120.0 120.0 81.6 117.6 120.0 42" 63.7 111.0 120.0 40,8 58.8 81.6 42' 40.5 70.8 106.0 26.0 37.4 51.9 In el 48" 42" 111.4 120.0 120.0 71.4 102.9 120.0 48" 84" 55.7 97.1 120.0 35.7 51.4 71.4 48" 132" 35.5 619 92.7 22.7 32.7 45.5 54' 99.0 120.0 120.0 63.5 91.4 120.0 54" 49.5 86.3 120.0 31.7 45.7 63.5 54" 31.5 54.9 82.4 20.2 29.1 40.4 U o BD` 0 soot 120.0 120.0 57.1 82.3 114.3 60' 44.6 77.7 116.6 28.6 41.1 57.1 60' 28.4 499 74.2 - 28.2 36.4 -1 0 86"• 0• 0 120.0 1 00 51.9 74.8 103.9 66" 40.5 70.6 106.0 26.0 37.4 51.9 68" 25.8 45.0 67.4 - 23.8 33.1 Z J •r-4 74.3 120.0 •120.0• 47.6 68.6 95.2 72" 37.1 649 97.1 23.8 34.3 47.6 72" 23.6 4t.2 61.8 - 21.8 30.3•• 120.0 720.0 120.0 120.0 120.0 19-t/8' 120.0 120.0 120.0 78.4 112.9 120.0 19-1/8" 81.6 120.0 120.0 52.3 75.3 104.6• 120A 120.(1 120.00 107.3 120.0 120.0 26-1/2" 88.3 120.0 120.0 56.6 81.5 113.2 26-1/2" 58.9 102.6 120.0 37.7 _54.3 75.5 120.0 120. •1 00• 94.8 120.0 120.0 30' 78.0 120.0 120.0 50.0 72.0 100.0 30' 52.0 90.7 120.0 33.3 48.0 66.7 >119.9 120.0 120.0 76.9 110.7 120.0 37" 63.2 110.3 120.0 40.5 58.4 81.1 37" 42.2 73.5 110.3 27.0 38.9 54.1 O3 (1) D^0 • 120. •121 67.7 97.5 120.0 42' 55.7 97.1 120.0 35.7 51.4 71.4 42" 37.1 64.8 97.1 23.8 34.3 47.8 3. M - 5D-8/6• S•.4 120.E •w� 59.3 85.3 118.5 48" g6' 48.8 85.0 120.0 31.3 45.0 62.5 48" 144' 32.5 56.7 85.0 20.8 - ��30.0 41.7 0 O• 82. 120.0 120.0 52.7 75.9 105.3 54' 43.3 75.6 113.3 27.8 40.0 55.6 S4" 28.9 50.4 75.6 - 28.7 37.0 .7 Z 80' 0 074.1 120.E 120.0 47.4 68.3 94.8 60' 39.0 68.0 102.0 25.0 36.0 50.0 g0" 26.0 45.3 68.0 - 24.0 33.3 Z }. ••(� • 117.2 0•}1S0 43.1 62.1 86.2 66' 35.5 61.8 92.7 22.7 32.7 45.5 66" 23.8_ 41.2 61.8 - 21.8 30.3 j Z Lil • 72' 61.6 107.6•9�QQ, 39.5 56.9 79.0 72" 32.5 56.7 85.0 209 30.0 41.7 72" 21.7 37.8 56.7 - 20.0 27.6 Q W V • •1$,/�" • 1 .0 120. •120.0 179.5 120.0 120.0 19-1/8" 108.8 720.0 120.0 69.7 100.4 120.0 W O)m 26-1/2" • 120® 120.0 120.0 86.3 120.0 120.0 26-1/Z" 78.5 t20.0 120.0 50.3 72.5 100.8 TYPICAL ARCHES TO BE INSCRIBED / _. 0 __ ___. _--_3. .- TYP1CAL INSIDE RECTANGULAR SHAPE 0 30° • 8.9 120. �2R.0 76.2 109.7 120.0 30' 69.3 120.0 120.0 _ 44.4 _64.0 88.9 ANCHORS ANCHORS HORIZONTAL MULLION • •&p• • •9b.4 120.0• 120.% 61.8 89.0 120.0 1. 56.2 9B.0 120.0_ _36.0 51.9 72.1 42" •• 4� 120.0 120.0 54.4 78.4 108.8_ 42" 49.5 86.3 120.0 31.7 45.7 63.5 GLAZING 48' 63' 74.3 120.0 120.0 47.6 68.6 95.2 48' 108" 43.3 75.6 113.3 Z7.8 40.0 55.6 -VERTICAL PRODUCT 3 �\ i' 54' 66.0 115.1 120.0 42.3 __61.0 84.7 54' 38.5 67.2 100.7 24.7 35.g 49.4 MULLION _ o 60° _59.4 103.6 _12_0.0 38.1 _54.9 76.2 60' 34.7 60.4 90.7 22.2 32.0 44.4 3 a pRCHpR 65" 54.0 94.2 120.0 34.6 __49.9 69.3_ 66° 31.5 54.9 82.4 20.2 29.1 40.4 GLAZING GLAZING rn �ET.��1 PRODUCT PRODUCT 72' 49.5 86.3 120.9 31.7 45.7 83.5 72' 28.9 50.4 75.8 - 28.7 37.0 GLAZING GLAZING PRODUCT PRODUCT TYPICAL ALL LOADS ARE EXT.(+VINT.(-). V. ANCHORS NOTE: ANCHORS]l L MULLION SPAN �I %c L. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER FG-FM IJ LOCATIONS AT HEAD, SILL OR JAMB ENDS. TYPICAL MULLION ARRANGEMENTS a FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. E ,AADyg 1D (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) WIDTH (W) = wt 2 1v2 nA.PFy 70592 Appmvedascow lyin87vdtMe CAN."J53B I'IVlide Dle7d 1let Vele _ pp )pp4q -4- a r��rnduct,WM MAN':,? .'S lllt drawl`- ANCHORS Bye M14-01 sheet 4 of g A - TYPICAL ANCHORS TYPICAL ANCHORS 2 PER CUP(1 ON EACH WING) 1 PER ANGLE N \ \\\I\\ \I C�ON�RETE\ O z Z z R \ € 0 I S USZU I I Al AL C E e w j ��jj \2' 1 11 1 + + I a i ® ® i 1i it ------ eW a { ----I 1 I FLOATING CLIP 11 11 27.2 X 1/8" 9 I I I 1 SNUG FIT INSIDE MULL U U ALUM ANGLE Q iiiiGGGG Q ®14 SMS I 1 #14 SMS f 1 O a' ---- 1-3/4'O.C.AIN. I I 1-3/4'O.C.MIN. 1 I �, O 4 PER CUP 2 PER ANGLE (e Z z z • 0 • • J N •• ••• ANCHORS TYPE 'A2' La•••• • • %%0: TYPICAL ANCHORS: vJ� � :00. ANCHOR TYPES SUBSTRATE MIN.EMBED.IAN. EDGE DIST. t` • •••• • •• •• •• 1/4'OTA.ULTRACONS BY'ELCO' CONCRETE 1-3/4' 2-1/2' F 3cM' 1 m • • • • • (Fu-177 KSI,FY-155 KSI) O C) r ••• •__ N • 1/4"DA A(GRLF DRILLING CRS) SCREWS METAL 1/8" 3/4" Z Z li • • • • • • TYPICAL ANCHORS TYPICAL ANCHORS �Z • • • •• •••• CONCRETE- 1'c - 3000 PSI MIN. y. o • •••• 4 PER CUP(2 ON EACH WING) 2 PER ANGLE -j W n • • METAL 1/8"MIN.THK.STEEL Fy= 36 KSI MIN. J p \`• • ix\ 1/8"MIN.THK.ALUMINUM (6063-T5 MIN.) Q W rn • •• • •• CONCRETE • I • U I I M AL ST C E ANCHORS MAY BE HEX OR FLAT HEAD. c • •• ••• • • � � ALL CUPS AND ANGLES TO fTf SNUG INTO NDE MULLIONS. • • CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED •• ® ; I I I I I WATER-WHITE AL AU_MSIEISTANT COALATE LACQUER. AS BITUMINOUS PAINT OR ______J N �1 I ° I I { I FLOATING CUP 11 1 2 X 2 X 1/8' - I I { I SNUG FD INSIDE MULL U { 1 I 1 ALUM ANGLE V I I I 014 SMS I I #14 SMS I ! 1-3/4'O.C.MIN. 1-3/4"O.C. MIN. 4 PER CUP 2 PER ANGLE in r c O 3 i� Engr.JAYAD AHM ,1 CIVIL Appnn•dm unnplVia8 wide the FLA PE/70582 h Fladdn DuJdii *cl CAN.X538 Lwle_ 1. a ,,P, ANCHORS TYPE 'Al' NryUO.AN_ m1Pi E+9AY ;�01a __ r.._., drawing no. l y M14-01 sheet 5 of g zoss-sss(soy)xe� sszs-ses - ats rzsz MW wu OGss•asz(soel-iat SL l££ 11 'A3103W arum Fa ,v e t LTM valaov•twmw 133HIS 90L WN 4 L L 6 m m RAV L8'M'S 9EL'C .l .8/E rotoac OTI 'SW3ISJ.S MOQNIM 003 O •3 .w3wao�a.conaoHa1asaM�� -...- _--- p. 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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 Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series'Teo-Guard 10011 Aluminum Single Hung Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W09.08, titled "Eco-Guard Series-100 Alum. S.H. Wdw. (L.M.I.)", sheets I through 6 of 6, dated 02/12/09, 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 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 b en a revision or change in the materials,use,and/or manufacture of the product or process. Misuse ofthis 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 iespeaeurt At lie job sitc►atAt request of the Building Official. This NOA revises NOA No.14-0317' :andp oos'184onof66jago I and evidence pages E-1 and E-2,as well as approval document mentioned above! 000 •• • •• The submitted documentation was reviewed by Manuel Perez,P.E. • '.' •' '.; ; ; NOA No. 15.0406.12 MIAMI•DA®UNTY ••• ••• ••• ••• Expiration Date: April 08,2019 �Joel Approval Date: July 02,2015 Page 1 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0224.07 and previous NOA No.14-0317.02) 2. Drawing No.W09�08,titled"Eco-Guard Series-100 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6,dated 02/12/09,with revision E dated 06/23115,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 201-94 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 tinder NOA No. 14-0317.02) 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 2411 3.2.1 and TAS 202-94 along with installation diagram of a 106-1/2" wide x 76" high ECO-Guard Series-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2166A, dated 12/15/09, signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 09-0224.07) 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 installation diagram of a 106-1/2"wide x 76" high ECO-Guard Series-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2166C, dated 12/ 15/09, signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 09-0224.07) 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94, 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with installation diagram of a 53J/4"wide x 76" high ECO-Guard Series-100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc. Test Report 11 jo.kWTI,08i21f8,.datg 12/15/09,signed and sealed by Candido F. Font P.E. • (Submitted tinder NOA No. 09.0224.07) .. ... .. . . . .. '410f f 6.'PCC2�� MaTreMrez,P.E. • ••• ••• Product CohitolAxaminer • • NOA No.15-0406.12 . . . . . . . . . . see •• Expiration Date: April 08,2019 Approval Date: July 02,2015 E-1 . . .. . ... . . . . . . . . . . . . . . •• .. . . . .. .. ... 0 . . ... . . Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTMUED) 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 53-1/4"wide x 76-1/4"high ECO-Guard Series-100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc. Test Report No.HETI.08.2170, dated 12/15/09,signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC Stn Edition (2014), dated 03/27/15 and 06/23/15, prepared by Al-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 "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition(2014),and of no financial interest,dated March 17,2015,issued by AI-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Report No. FTL-7635, issued by Fenestration Testing Laboratory,Inc.,dated 12/09/14,signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No. 14.0317.02) 3. Proposal issued by the Product Control Section, dated 03/25/13, signed by Jaime Gascon,P.E.,Product Control Section Supervisor. (Submitted under previous NOA No. 14-03-17.02) 4. Laboratory compliance letters for Test Reports No.HETI-08-2166A, HETI-08.2166C, HETI-08.2168 and HETI-08-2170, all issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.0 7) G. OTHERS 1. Notice of Acceptance No. 14.0317.02, issued to Eco Window Systems, LLC for their Series "Eco-Couad 104" AluiniaunQ.Single Hung Window - L.M.I., approved on 04/10/14 an�expir9ni+j4jAlb.:� • . • . • Manuel Px. .0. •.•• . . 00: . . . . Ex Product Contr iner • NOA No. 1 -040 . . . .. 6.12 .. . . . . '.' '.• ..• ••• Pxpiration Date: Apri108,2019 Approval Date: July 02,2015 B-2 ... . . . . ... . . . . . . . . . . . . . .. .. . . . % .. ... . . 0 000 0 . U • 53 1/8' 53 1/8' �4% 0 WINDOW WIDTH WINDOW WIDTH 47 3/8" 47 3/8" Z D...0. (FIX. LITE) D.L.O. (FIX. LITE) o (J7a- P lu }Fi 1 6"MAX. 12 MAX. 6"MAX. 12'MAX. 90 f HEAD HEAD m� HEAD HEAD m �Q{ U CORNERS 3 z CORNERS 3 g m NS Jry ID U b U ccc�C 16� n i I Q` 19 X --II -ilf a SWEEP LATCHES AT 12-1/2" li y, it ai, n 0 �i it II FROM ENDS • •• ri 4 4 B II II TYP. JC �� X1ILt✓/� �i U.zZ dqql • • • � o i� 3 `I �� N� i =='Y===_�____ �� Q W e4� L�J'+I, • 6666 • •• 6666• • • • 17i W O II II II • • n� _ N N 3 O 1� I' II N� •••••• • • • • $ ii 8 ====n====3=-- M 0 • • • Z ii n u z • • 6666•• t= u I 3 J N • 1O m° it u 3 1 600660 • 0• 004,00 • • • i•o i0•0 00.0t_z ^- v° 1i1t a 3�g_ �T I•00 • • 2 • • • • moj. YT• goes WN�000 0 0:0 0 0 • ••• • ••• • FALSE MUNTINS NO ANCHORS AT SILL FASMUNTINS NO ANCHORS AT SILL 63O (S • • URFACE APPLIED) (SURFACE APPLIED) M. N •000 UPTIONAL 47 3/8" �4( DPTIONAL 47 3/8` 3 • • • D.LO. (VENT) D.L.O.(VENT) 3 Z n 0 000* •e•• • • SPRING LOADED LATCHES • 000 •••• - 50 3/16' AT T FROM ENbS 50 3/18' �Lj j VENT WIDTH OPTIONAL TO VENT WIDTH LLI m ECO—GUARD SERIES-100 SWEEP LATCHES ALUMINUM SINGLE HUNG WINDOW EQUAL LITES TYP. UNEQUAL LITES (ORIEL TYPE) c ---� su DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TYPICAL ELEVATIONS CHARTS SHOWN ON SHEETS 2. TESTED UNITS ' APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING c 9 x g MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. m 5 5 9; LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS_PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY-WIT}f THE- REQUIREMENTS HEREQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY ° HURRICANE ZONE(HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 1$G ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.`JNCML�� N 4 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE SHUTTERS ARE NOT REQUIRED. FLA.PE B 70592 0 NOT PART OF THIS APPROVAL. CA.N. e PRODUCI'RBN� A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY- mcomP19inswbbamFig" BuDding CaN A �/_2 ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. Bull tmc�1— COME No 1 A U 2 3 20 5 drawing MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE By ✓ W�9—�8 REQUIREMENTS OF THE FLORIDA BUILDING CODE. Mimi Dadsheetof 6 EQUAL LITES WINDOWS �WIDTH UNEQUAL LITES WINDOWS WIDTH � 8w^ DESIGN LOAD CAPACITY- PSF I DESIGN LOAD CAPACITY-PSF o GLASS TYPES I GLASS TYPE GLASS TYPES FLANGE DIMS. 'A', 'B' & 'C' ---- FLANGE DIMS. 'A' 'B' & 'C' 'j, w j WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) 1M.(-) {{{Q -� 19-1/8" 75.0 90.0 j 19-1/8" 75.0 90.0 75.0 90.0 a 24° 75.0 90.0 '�' 24° 75.0 90.0 _75.0 90.0 /, 0. 26-1/2' 75.0 90.0 26-1/T 75.0 90.0 73.0 90.0 my0-,1 U 32" 26" 75.0 9_0.0 32" 50-5/8' 75.0 90.0 75.0 90.0 3T (3) 75.0__ 90.0 - 3T (5) 75.0 90.0 75.0 90.0 W a"taFa Y Olt" 75.0 90.0 = 40" 75.0 90.0 - 75.0 90.0 11 0 48' 75.0 90.0 _ 48' 75.0 90.0 75.0 90.0 in 05 53-t/8" 75.0 90.0 53-1/8" 75.0 90.0 -75.0 90.0 0 4a Q a 75.0 90.0 ., 19-1/8" 75.0 90.0 75.0 90.0 VZZ m y 24' 75.0 90.0 �' 24' 75.0 90.0 75.0 90.0 < -� � 26-'i/2° • 76.6 90.0 26-1/2' 75.0 90.0 75.0 90.0 0O m �= LL Z I�0 32' • 38-3/6• i75. • 90.0 32° 63° 75.0 90.0 75.0 90.0 O •W6• (4) 75.0 90.0 •••• 37' (s) 75.0 90.0 75.0 90.0 40" • 75.0• 90.0 0 i 40" 75.0 90.0 75.0 90.0^ [ �_ •418•• • _75.0• 90.0 • EQUAL LITES 48' - - 75.0 90.0 o UNEQUAL LITES (ORIEL TYPE) -1/8° 75.0 90.0 i • 053-1/8' - - 75.0 90.0 19-1/8" 75.0 90.0 *so** 19-1/6" 75.0 90.0 75.0 90.0 •Z4•• • Ise 90.0 •• •• 24" 75.0 90.0 75.0 90.0 2 Vi 90.0 d• t•• 26-1/2' 75.0 90.0 75.0 90.0 z = • 7 50-5/8" 75.0 90.0 32' 76' 75.0 90.0 75.0 90.0 ori LLI •3*• (5)• ip oo 90.0 • ••i 37" (7) - - 75.0 90.0 z ~w f •�i t 75t* 90.0 104•• 40' - - 75.0 90.0 - � V)fl-,M • 48"• •75.0 90.0069000 48' - - 75.0 90.0 z O o t/7 • 34 75.0 90.0 53-1/8° - - 75.0 90.0 ♦ O'0 19-1/8° • • 5.0 90.0 ••• Q.-J.1 • 24" •• 90.0• •• TO QUALIFY FOR SMALL MISSILE IMPACT RATING Z 3� m • iTriri' • 4TS9 90.0EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. zL;0 j 32" 63"0 75.09 90.0 O Q 37 (6) .0 90.0 w 1/8° HEAT STREN'D. GLASS 40" P7S 5.0 90.0 Q 48' 90.0 a 5/16°AIR SPACE PRODUICTREVISBD53-1/8' .0 90.0 i/B'HEAT STREN'D.CLASS Bu�mp1 with dus 4loriJe B T 1/8"HEAT STREN'0.CLASS 3/16°HEAT STREN'D. CLASS 19-1/8L76' 75.0 90.0 m AaxµtmtcO NO m 090'Interlayer 090"Inter) er 090" Interlayer 11a DBw aa gg g 24" 75.0 90.0 I DuPont Butocite PVB DuPont Butwite PVB DuPont Butocite PVB 9 a o+$ 26-1/275.0 90.0 By'Kuraray America, Inc.' By'Kuraray America. Inc.' By'Kuroroy America, Inc.' By c 32' 75.0 90.0 9Pr oct O1/8' HEAT STREN'D.GLASS 3/16'HEAT STREN'D.GLASS 1/8" HEAT STREN'D. GLASS 37' 75.0 90.0 r 40' _75.0 90.0i48' 75.0 90,0 a SILICONE SILICONE SILICONE m DOW 899 i m DOW 899DOW 899 53-1/875.0 1 90.0 ♦ O 18 o' m 21 0 o 13 >m> oo St B o N o SETTING BLOCKS AT a m u o O LAM.CLASS AND INSUL. IAM.GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS 8 21 21 88 21 Engr.JAVAO AK" AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES AT 1/4 POINTS Flh PEEL70592 0 U 13 13 CAN. 38 WIDER THAN 38'ONLY WIDER THAN 36°ONLY 24 ALL SIZES NOTE: GLASS TYPE 'A' GLASS TYPE 'BGLASS TYPE 'C' 5 o GLASS CAPACITIES ON THIS SHEET ARE GLAZING DPTIONS tQ15 drowing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION W09-08 DECLARATORY STATEMENT DCA05-DEC-219 [sheet 20( 6� TYPICAL ANCHORS Toy SEE ELEV.FOR SPACING TYPICAL ANCHORS W �tj u WOOD BUCK :N t SEE ELEV. FOR SPACING U ? m d n EDGE 0MIAMI-DARE COUNTY APPROVED I 151. m �i U d G " METAL STRUCTURE MULLION &MULLION ANCHORS o o EDGE DIST < EDGE DIST. 0 3 SEE SEPARATE NOA Y $ ZC r J EDGE DISTCL . 3 I 0 07 OI g 5 f2L'0 !I �� a � TYPICAL ANCHORS TYPICAL ANCHORS O&q C SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING I,ti1iI �W3� .� •• i., i li,x ui g:g 0006 000• I aW � F 6.0A- �� •••6• • • WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. n • MUSTSUSTAIN LOADS IMPOSED BY GLAZING SYSTEMAND TRANSFER THEM TO THE BUILDING STRUCTURE.• • • 0 OPTIONALTO00.0• f • e BOTTOM LATCH TYPICAL ANCHORS: SEE ELEV.FOR SPACING ••••• •• • 1/4' DIA ULTRACON BY 'ELCO (Fu=tn KSI,FY-155 HSI) V r-,® INTO 28Y WOOD BUCKS OR WOOD STRUCTURES6 • e• 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) o rn�I 3�M••••• • a THRU 1 BY BUCKS INTO CONC. OR MASONRY In 00- 00 0 M • 6 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) Z�LL •• 0000 je is zl 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 0 3 3y • 0000 • 00 I • ;• ZW DIRECTLY INTO CONC. OR MASONRY �` O e• eee 1 1-1/2" MIN. EMBED INTO CONCRETE (HEAD) U�w 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) W o I - #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) ;' INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = I/8") INTO METAL STRUCTURES o it STEEL : 1/8" GA. MIN. (Fy = 36 KSI MIN.) <g z I ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) o U (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) yq�q 5 0 c 8 m 5 TYPICAL EDGE DISTANCE OOOOL IIA INTO CONCRETE AND MASONRY = 2-1/2" MIN. I INTO WOOD STRUCTURE = 1" MIN. Q is j is INTO METAL STRUCTURE = 3/4" MIN. c m 1 14A WOOD AT HEAD, SILL OR JAMBS SG -0.55 MIN. > 2 CONCRETE AT HEAD, SILL OR JAMBS T'c = 3000 PSI MIN. B <m v o C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS Pm = 2000 PSI MIN. d rRODucrRavTseo I ox wm lyMS the Flodds / Engr.JAVAD Mm v _ -0406 CML ae Aoyeptenw� r�Q 2 CAM.3538 92 13Y S +9 5 a \ SEALANT. ,I 015 drawing no. e ° ALL JOINTS AND FRAME CONNECTIONS SEALED WITH W09-08 JOINT SEALER. sheet Sot g . . . . . . 2�1 W000 BUCK � � • ••• • • • W STRUCTURE • • ••• • • • • ••• r�v E DIST. mn' 1: 1I II II II G � •• • II �I�I I�I� • •II I • • • • • I • • � I •• I I II •• • • • I II IS • 1 •• I� 11 II • • 3� • I II • I I • I Ii II •• • • II • I • n III 1 0 I • I • � p II II III f s S S m II II II I x r'7co fI II II II 2C� 'I II it'I gi7 II it II II II 1 II Q III ' II I 1 x 0 it 01 �F jf 2 a2� 2 II II I � AO I ig �'� II II p li i iI z i � 11 i IIi a I I I II III y 1 I i1 ,I i i 1 I I 9. r m m 'wp 1 ei 3 O ! EDGE DIST. < m I I - O ~ -1•O O O ti O O n O O N .. N .. 6y O IF/, N O Nyn m m N rr•• rr N n $ _f 'n d � Y •p C� "` X M r Z sI✓, x 1 = mN 2 :4 104 = Z x ? 0 m n N m C1 (yl y 0 T. GI _ N n f� fin`+ fin+ n IC rr� s T ti D yzj \\ r ni 2 y GZi m I Ism U�1 'SNi I 2 C N T N K m til It "mA iN K N -moi N JJ Cf n n n zm3 ! 1 4 1 O I I t7 A 1 p y 0 h b N {T.i W I W G N W W N 9 W 9 M I r N 01 W N T T O~i m r I m v v "ypZ -M L g x E rr" a 2 m c"i c I l•EDGE DilST. 2 T• N N g N N O N C �z�q pAA1568 ISI LL2 s y m o �� o2-s2-o9 revision : �E00-GUARD SERIES-100 ALUM S.H.WDW. (LM.I.) AL-1FAR000 CORPORATION a o no (3 e[I by I descriotion m E ( ENGINEERS 7 PROAVE DUCT DEVELOPMENT eros: ,/2•=r A 02.1a1 NO cwv+cE nas S4EET ECO WINDOW SYSTEMS, LLQ f A w s 101.11.1 MMUF.ADDRESS REV. 9114 N.W. 106 STREET MIAMI FLORIDA 33174 ° ( dr.by. luuto c oz.os.1 ttt-ss a LATCH O Z ADDED C O O o os.iai UPDATED To Zola FBC MEDLEY, FL. 33178 TEL 1305)28441100 FAX(30b)2e26e78 Of ? chk.by. E JO&MItI IRV.PER REM COMMDM TEL (305) 885-5299 FAX(305)885-5902 COMP-ANL W09-OBECO • H a 00390-60M\lNd-dW00 t731s SULL 34N'n0 or+ s'fZ'90 3 2065-599 (SO£))M3 eers-599 (sor) -i31 :eta+r» 6 op to BL69S.Z L60£)7IVd OOi89•L(508J•99A nsi awz Ol amun 9•Bt'f0 a Q VGtEE valao73 9wvIw 8L l££ 'lj 'N V L LY6 Iia.s sou OV oN a so•zo a mrroN na,P T■ 133211S 90L 'M'N 41 L6 n3a ss3aaav srrvn s`li to a to 3AM'S9CUT • iNWd013A30LaIUC2d-9SL3NION3 lO„ S31S),S MOCINIM 003 133HS su 39NHO ON -stzo'v oO P. NOLLVUGdUGD bOOUV=I--IV [FIWl) 'MOM'H'S AnIV 00L-5IHM awno-003 uOtIaliosap ° °u so-Zt-Zo �yoy t` m s olslna� 3 w O y`\ a MM3 VI w �4 �z zz O� VV V.'d V6 � o ' o o USKI 3003 Pkif .tsmtd C 0 V z rn Fw 7� T -5 O U W V 2 6 n $WINS SO 'XtlPl,b l;. u�• - SWIHS u O 0 so Sea age az/tp t • • • • • • • <o a • • • • • • • • • �Q�r •• •• • ••• • • • •• Oa ••• • • • • ••• • ••• N X N 0] N •-1 •• • •O rn m N is N • • ♦ • ( `='1 N I po O N O P � • � • • • � • —Y. s IIF^^^W N rr, m - ••n • • •oq • r • N r N N V• • •• V NL v 6 O w w •• • • •r• • • 1L flI �� N m N m + 6 N fl NW m w f m s N W to A w Y m O w 5"1 13 (n a 0 2j ;x v N � 0 %r a, a dale 02-12-09 revi ions: ECO-GUARD SMES-100 ALUM S.H.WDW. (LM.I.) AL-FAROOQ CORPORATION a m 0 no o e escn to A 0.15.12 No CHANCE SHUT ECO WINDOW SYSTEMS, LLC. �SNEW S7APRDUcrDEvewamour W O -'o e 0.11.13 WNUF.ACORMS M. 9114 N.W. 106 STREET MIAMI,FLORIDA 33174 `. df.by: IWAID C 0.06.14 MASS 8 LATCH OP110N Adam O a .1a1s UPDATO TO 2014 Fsc MEDLEY, FL 33178 TEL(308)26a Bi00 FA%ISM 1262-6978 °�`' E zals NO CIWJGC iNLS 6NEET TEL (305) 885-5299 FAX(305)885-5902 COMP-ANL\W09-OSECO i MIAMI-DADE MIAMI-DADE COUNTY ffeml 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.miamidede.sov/economy 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 Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"Eco-Guard 200"Aluminum Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT: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 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 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 has been a revision or change in the materials, use, and/or manufacture of the.product or process. Misuse of thin 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 bg avai XIeZol igs"hpcf o;at tke job site at the request of the Building Official. This NOA revises NOAW 144177 And cogdsm of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval docur�ldnt rt 4tioned 6654. • ..• The submitted documentation was reviewed by Manuel Perez,P.E. • • ' NOA No.15-0728.05 MIAMI-DADE COUNTY. ;' •: Expiration Date: May Z7,2019 "'' ` • Approval,Date: September 03,2015 812 15 Page 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0312.08) 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 201-94 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#14-031 7.01) 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 Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC 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-08-2227,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (SubmifteV Met JYOA09-OJI108) • . . • . • • . • . ... Manue ere ,P.E. ••• • • ... • Product Cont of Ex finer . . • • . . . . •: . . : : NOA No. -0728.05 • •• ••. . Exp ration Date: May 27,2019 • "• ••• Approva�Date: September 03,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coNvNuED) 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Repoit No.HETI-08-2228A, dated 01/15/09,signed and sealed by Candido F. Font, P.E. (Submitted under 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-08-2228B,dated 01/15/09,signed and sealed by Candida F.Font, P.E. (Submitted under NOA#09-0312.08) 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. HETI-08-2229,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 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-08-2230A,dated 01/15/09, signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 9. 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-08-2230B,dated 01/15/09, signed and sealed by Candido F.Font, P.E. (SubmiaW anje=NOA#011-431. V8) Goo a .. ••i '.: '. . . •• Manuel Pez,P.E. •.. , •• Product Control xa finer i i i • • • • •'• NOA No.15- 728.05 • : . ' .• ; • •: Expiration Date: May 27,2019 • • •• Approval Date: September 03,2015 E-2 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 5th Edition (2014),dated 07/08/15,prepared by Al-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 "ButaciteO 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 "SentryGlasS(Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC P 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 thea Series"Eco-Guard 200"Aluminum Horizontal Rolling Window—L.M.I.",approved on 04/10/14 and expiring on 05/27/14. .. ... . . . . . .. Manuel a z,P.E. ' . ... . ... . . Product Contr I aminer ' • • NOA No. 5-0728.05 . . . . . . . . . . ;. ••e 9 •; Expiration Date: May 27,2019 ' •• Approval Date: September 03,2015 E-3 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ••• • e • •.• • • 72' 111' (2)ANCHORS AT MTG.STILE ENDS TYP. WINDOW WIDTH WINDOW WIDTH (4)ANCHORS READ.FOR SIZES AND LOADS N MARKED WITH'I'ON SHEET 2 ONLY I 10 5/8'MAX. 4" 3 1/2'MAX. 4' g# 3 1/2'MAX. HEAD/SILL3' 15 Q g HEAD/SIU.• A 3 3' --ILII^- HEAD/SILL 3 CORNERS n z �'ttb fy g CeRNER' CORNERS $ • • •••••• rl I ` rl - I � I t $ Igo i � I • • •I • It• II II tl----I'- II.. tl r ••• 4 • t�• D II II E 4 It /. II D NI /•II h / I� < ' iI //li 4 •• .• ��•• •�•yr•j 4 jI �� Ij :- �� II //II II L_1 1 '/ • • n ; • _-- sz�c-_ _- :�is== M x n __ -=iG== _==i1---Yi=_ •a� o• •I, II• • h l i• • • •• •�•� it i i it i it *�• I� _�____�_ _�___�_ _�____�_ �bis� •• •• • •• V• i� II I� Ij II II I� • • • 3 � V • • •• • • FALSE MUNRNS 31 1/4- 32 3/4' FALSE MUNTNS 32 3/4' 32 3/4' (SURFACE APPLIED) (SURFACE APPUE• MAY BE USED D.L.OPG. D. OPG. . MAY BE USED D.L.OPG. D.L.OPG. 3s 3/a' 36 7/8' ECO—GUARD SERIES-200 `ENT WIDTH TYPICAL ELEVATIONVENT WIDTH ALUMINUM HORIZONTAL ROLLING WINDOW 'n S DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER O oM m CHARTS SHOWN ON SHEETS 2. Z 3�` THESE WINDOWS ARE RATED FOR LARGE 8c SMALL MISSILE IMPACT. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE $z SHUTTERS ARE NOT REQUIRED. TO QUALIFY FOR SMALL MISSILE IMPACT RATING COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER p a EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. W m LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL O 1/8'HEAT STREN'D.GLASS WILL APPLY TO ENTIRE SYSTEM. 8/16'AIR SPACE THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 1/8'HEAT STREN'D.CLASS 1/8'HEAT STREWD. GLASS 1/8'HEAT STREN'D. GLASS REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITYpdrawing HURRICANE ZONE(HVHZ). 090'Interlayer 080'Interlayer 090'Interlayer Butocite PVB Sentry0lae Butacite PSB WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER o8Y'Kuroray America,Ina.' By'Kuraroy America,Ina By'Kuraroy Amarlca, Inc.' LOADS TO THE STRUCTURE.1/8'HEAT STREN'D.GLASS 1/B'HEAT STREN'D.GLASS ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS1/8'HEAT STREWD.GLASS EMBEDMENT TO BASE MATERIAL SHAD.BE BEYOND WALL DRESSING OR STUCCO.yUCON SWCONE CARDINAL XL ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE DOW COIRMNG a99 CORNING 899 -- SPACER-- NOT PART OFTHIS APPROVAL.GE SCS 2000 GE SCS 2000 ST.STEEL aA LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY.m S�899 ALL SHIMS TO BE HIGH IMPACT, NON-METAWC AND NON-COMPRESSIBLE. o S i�'. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THATe2 2 II !! COME INTO CONTACT WITH OTHER DISSIMILAR MA IAL4 SHALL MEET THE !iiREQUIREMENTS OF THE FLORIDA BUILDING CODEI 3E I REVIISM CML m compW�IS with aw Fbft FC.l N. 72ing )C10 Acceptance No29AT 1/4 POINTS ON UTES AT 1/4 POINTS ON UTES AT 1/4 POINTS SETTING BLOCKS AT 8y9 WIDER THAN 36'ONLY 9WIDER THAN 38ONLY 29 ALL SIZES IAM.GLASS AND INSUL LAM.GLASS Miam Dade Produet no. NOTCH GLAZNG BEAD LEG TO CLEAR BLOCKS 2015 W09-12 GLASS TYPE `A' GLASS TYPE 'B' GLASS TYPE 'C' GLAZING OPTIONS sheat 1 of 7 00321-60M\CNV-dW00 asd K o1 MLVGdn Es'Lo 3 •,y'44. h zoss—sea(sot) zve eers—ssa(sot) �a1 �� o (V stso-a z(909)7[VJ ar g-vm(s06)-RL U34W NOICV wKSYM rVI Zo a C SLL££ 'l3 A3-103N •,ay ss3auaV•imam t�•�*Lo o allrVN .bx-gyp o �- btTM volama 9wmuv 1332US 90L 'M'N b L L 6 mm otoz ox a3 Vadn W l'LO 3AV LB'MS SV= O-Il `SW3j sAs M00IVIM 003 133Ns SM 3ONVNa oN so•c'to 1NCL�WdOl3h3a.L7f)00lid'B Sati3N1•JN3 -- u01 Uosa aI ou ° t e NOI1VHoduoo boonvz-1V ('Cf-l)-Km oNmm moH rmly OeZ-531iDS eL'tlf10-003 :suo afnel 6o-+z-zo mop' v` w 0 0 pp0 0 0pp 0 0 0 0 0 p 0p p 0p 0 p op p qp o 0 0 0o 0 0 +- 000 m 000 ID 0m 0 $ 0 ap 00 000 b m m 41 W=U' N $Y ¢ w p 1 0 0 0 0 0 0 0 0 0 0 0 o g o o ¢W z ws o G c G o'G 0 0 G G o o G G o o G a o G o o n h r n l n n n n h n A n h n r y w N y, •E {L1 N F p0 v 0 0 O O OO O O 0 0 0 0 0 0 0 0 0 0 0 O a O loU m a d d o $ o $ o $ $ $ $ c o l o m o G $ j z N p00 fir �.1 U =-m ,•, CO, E pOp a x. 5• `+,o 0 0 o g 0 0 0 o g d G c o G o 0 o q q y ZO Zm $ a Sm<clr >. $ b m m m m $ $ $ $ $ 4 W O H +� w IFQ- N I y; ry v o 0 0 0 0 0 0 0 0 o g q q o q q o r a x mf/1 p z a G G G G w w \- w x a O V Q 0 000000000 0 o a0. m QZD:� o0 0 �guwni U OO OSS U $ o n n n n n r h r n n n n Oo V)OW $ 4 p w w n x U _ W{/�wad ; z Z gI <0 ly U z $o v VUf z ¢~¢ M 2 N� n�. �?b n b n� n: °�� :+ ZddZ K A A = Y n v P P 0 � O \_ \_ •_ .•. b A N v 3 0 ^ h g W i °- b h W V) Q J FO W V 0 0 O°w =W Q 0 G o G o 0 0 o e G o o G o G o olo 0 o G o o G e o 0 y n n n n n n n n n n h h n n r h r,n h n n n n n n n n n N F V)Q 0 w a n 0 o 0 0 0 0 0 OI 0 0 0 b v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 b N V: �. =W v m o O C G o O G C G lV C G O O G o i 6 p O 0 0 0 0 0 0 G n f w w w $ w w w w w b m w w w w w w 9 w w w w K m N a Z V) Q W q q o o'a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 w * O W m m m m $ m $ $ $ b0 w dl z {F Z F- gg O � 1' a•,; y� o o g oj o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I,�a o 0 o x O Z m ri W om GG OO o o GG pp d d d pp o d o GGe o G o d G G G G o GO x� a0 m m m w 0 b A n n a0 a0 m m op w m $ b b m n n r X VI Q.'J a a w w O.J v •• Q OQ N Q 1-6 + o 0 0 0 0 0 0 0 0 0 0 o g o 0 0 oo 0 0 0 0 0 0 0 0 0 0 G G pip p G o G G o G G O G C G G O o 0 o C O G o O o N JE FS- d0 4 G_ U W n n r n h n n n n n n 0o M3 J O Z x s Z 0 O < w N w N w N N w N N w w w w N w w N ,N., W w N N w +�}J o 0 o U u M ew�0 � O Nw Z z v W O W o t-Z O c ax m Pn LJ V)(n M Lu O W n n m n n n aYo m o n m w $ r o0 W n m m Q 4. Li V) 0 0 0,010 o g o 0 0 0 0 0 0 0 0 00 o g q o 0 o q q a g $ $ $ o c m G1 W W yyyqyyyq � 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N 2 U G O• OO G O• O G n 0 G C G GIG C G C C o C G OO G O O 0• OO O C O G O G G OO I w f W N� P v C C c! D q O O O g O o G q G o 0oy o O OG O O O O O o p O p O p O O C C p O o Op C p O O O G N W y a b 4 m m b Gr • m •• m 00 � m 00 m 00�m w m w m 10 CD 00 m m 00 ay �R' � o �O J o g a o 0 o e o S • q g o o q q q q q q q q 4 q q q q q q 0 0 19n $ $ $ w $ om $ $ mmm $ $ $ S $ 0'ooncin �'�, Q •..> x a ww O� O 0 oc as 0O G 0qO oo Oqn c r G G 9 0 G O I II x • • co w R = •`�„ • h • S"• •• • II P O p J N °m N °m N °m z h•n•• �•h a �M MIIj : 1 t7 1 N M r N h 0 b r TYPICAL ANCHORS \ 1gY -SEE ELEV. EDWDIST N WOOD BUCK I FOR SPACING METAL EDGE DIST. UCTUREMIAM!-OADE COUNTY APPROVEDZMULLION d:MULLION ANCHORS C d° SEE SEPARATE.NOA EDGE DIST. 0 17 ••• •• • 1g0 aa9• 0 so STYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS C O • • SEE ELEV. SEE ELEV. SEE ELEV. 3 4l •••• •• • • ' � FOR SPACING FOR SPACING FOR SPACING tL Z N iF • •••• IL • • • •• WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. • •••• •• MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM • • • AND TRANSFER THEM TO THE BUILDING STRUCTURE. 00 •• ' WEEPHOLES: TYPICAL ANCHORS: SEE ELEV.FOR SPACING Wl = 3/8" X 2-1/4" WEEPHOLES AT EACH END 1,/4" DLe_ ULTRACON BY 'ELCO' (Fu=177 KSI,Fy=155 KSI) AND 37" O.C. MAX. a INTO 2BY WOOD BUCKS OR WOOD STRUCTURES p 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) —00 0 o a SEALANT: � N'� g (s1 ALL JOINTS ANO FRAME CONNECTIONS SEALED WITH THRU 18Y BUCKS INTO CONC. OR MASONRY 0 M $ o JOINT SEALER. 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 8 p 0M I W 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) Z 3lJ DIRECTLY INTO CONIC. OR MASONRY 3 Z� n a , 1-1/4"yMIN. EMBED INTO CONCRETE (HEAD/SILL) ��O'd'p, U w 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) � L1�. #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) y INTO MWMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") t, INTO METAL STRUCTURES �y STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) g ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) c q g (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I I 14 15 16 _�'qq qq TYPICAL EDGE 0!STANGE u F F INTO CONCRETE AND MASONRY = 2-1/2" MIN. o, 2 gN INTO WOOD STRUCTURE = 1" MIN. tg a INTO METAL STRUCTURE = 3/4" MIN. - N a C 41 N WOOD AT HEAD, SAL OR JAMBS SG =0.55 MIM. lb CONCRETE AT HEAD, SILL OR JAMBS f'c m 3000 PSI MIN. o vtvt� a � oam \ C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS If = 2000 PSI MIN. 6 I I EnjIn JAVAD AH" PRODUCT REVISED i� g ° FLA PES 70582 complying wAth dw Fla" e ° ° �jgyg Build ng Coda g �. s Aacpleece = IS heli DAeo ,_` ° a rn ..v°. .� 0 201! :f• \ d d °\Y e.8 I TYPICAL ANCHORS v.. - I TYPICAL ANCNORS OY "d;c;wi;ngSEE ELEV. • ICYSEE ELEV. � Wi FOR SPACING W09-12 BUCK I FOR SPACING .� EDGE DIST. _I _EDGE OtST. sheet 3 of 7 I 003ZL-60M\-INV-dW00 J Z069-968(SOS)XV! 66ZS-9ee(sob) 131 M riot 01 m6Wdnst IIZ0 o °e CV Rise•zoa(Roe)W:I Ouve-"Z(sort-131 •�QH NO ld0 SSYtl 8Ll££ 'l� '.l3'103W goy•1nNyr+ ct•t•ta D awvl+ :k•w 7 ° 4LS&e Va[N01i'INMW 1332i1S 90L 'M N 4l L6 1�Ns snu a�N»o ON at*£toe cn 77 3AV L6'nn•Ssw; t=.Z/t prom aN3wdOl3A3a Ja11�021d'8 Stl33NIflN3 �11 'SW31Sl.S MO(]NIM 003 sum+Noo a•1oe aaa. r,o troo v 3 J 1101 UDSB 8 D OU _ e'. 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O� = N W z E Oj ZW VW� VI '1510 3003 a I�� x 93N r y E W A WIHS Z 'XVW.i/L o F x � N U Z 4 00 0 z �J �U Vl U� 6 a�N SWIHS SNIHS orc z �dj �w T P J- • • • • • • • l 1° I V L •• • • ••• • aP ° • G � o W W O .d • ••• • ••• ••• • ••• ••• ••• • • • • ••• • • •• •• w • • • �• • • • •4 O O I�—�w f • • •A �°'!� a •�G W� f•• I � O - < - T � � � i,+ � m • • p � •Ao • m • • • • •• • • w m fir- 'po y � � • • o fee N j O N C 'A� • • � •p• I• • • •��N x N N � I _ m m G o p 0 •.. � m N N 'p my A 8 o r N w to r 4 rn ®� m T N C) O �2 N 1 m N m C) A ®� -, p rr I i x x O O I I pp I O 0 0 0 0 0 0 0 0 m O I myprpm Zxl 0 CjognmSS',oz m 1'5 z z Yz m � ISmFFml � acN czi �i � p'omrA- � o •-- ni'� � 7Th mo c s �o_oo9 LOc7 g Qy $II�'I$ T c c c = I In I I I I I I I I I I I I i R. $ M NJ a m N � N N revisions: 11" a sale: oz-aa�s � ECA-G=SEPoES-200 AWA1 HOPoZ ROLLAIG Y1DY1.(l.ld.I.) AL-FAROOQ CORPORATION "L p n0 a e CSCR on ENGINEERS&PRODUCT DEVELOPMENT < r.as srv.ro+aeeo cor'FM ECO WINDOW SYSTEMS, LLC. 3235 S.W.87 AVE W a e 1.31.12 w0ATM M 2010 csc 1 a.ny lAMO c 1.11.13 xAvur.A00aEss aEv. MEDLEY, N.W. 3 STREET MIAMI,FLORIDA 33174 c MEDLEY, FL. 33178 TEL(sos>sea•sxoo FAX t305l a•sBe�s o 1z.1a mass oanorl aDOEo TEL(305) 883-5299 FAX(305)885-5902 E 7dS16 tl1WAlED t0 zma tac COMP-ANL\WO9-12ECO 1 003Z1-BOM\-INV-dWOO 2064-sae(50C) xvd 66zs sea(SO£) •'131 ,anis sou 3UNYfL1 oN M.". ' :aa-*pB "w LgwE :, 00TO-me(2OE)�l 133X5 SWl 3'JNYNO ON 8L1££ l3 J.3�03W •n3ass3aaav4LtEE tlGWOIi'IWVtW 1332115 90l 'M'N blL6 ,mss SM13oNNq oN c'M'38Em .UMwdoran3aaonaoaa�asaNiSNa 'SW3ISAS MOONIM 003NOI1d210dM0.7 b002J\/d'lt/ � 90 •PI4'1)-wm oNmos mON VI w OU-90 CWM-003 uo uosa So rz-zo ayep v r OS O N mA Allm ED fl g 2©ass m 0 N� N 18 W fi Q\ \ R7 Z Z U" Ir Ir a. VI LL W Z t7U g O � CL W X es 0 ~ �li a 0 s •:0 V •:• MIAMI- 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) _Tm.miamidade.gg /economy 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 Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series "Eco-Guard 500" Outswing Aluminum Casement Window—L.M.I. APPROVAL 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 name or logo, city, state, 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 cnt rjp rjQA•s�all•be•provided to the user by the manufacturer or its distributors and shall be available foginspecOolIA toe JptCsi:e gt tle request of the Building Official. This NOA revises and renews NOX 1(1.:J3 21l6i0';agd• ••con�fists of this page 1 and evidence pages &I and E-2,as well as approval document mentioned above. The submitted documentation was teviglvgd by Manu l Perez.P.E. . . . . . . . . . . • • NOA No. 15.0406.10 MIAMI•DAUECOUNTI( •• •• ••• ..• •.• Expiration Date: May 19,2021 _ / play Approval Date: July 02,2015 • • • • • • ••• • • Page 1 • •• •• • • • •• •• r 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 l through 6 of 6, dated 02/23/11, with revision E dated 06/23/15, prepared by Al-Farooq Corporation,signed and sealed by favad 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-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 Stn Edition (2014), prepared by Al-Farooq Corporation, dated 03/17/15 and 06/23/15, 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 "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. .. ... . . . . . .. . .. . . . . ... . Alarez,P.E. • "' "' ProductC utro Examiner . . . . . . . . . • •.: NOA No.15-0406.10 :0 see • Expiration Date: May 19,2021 Approval Date: July 02,2015 . % .. . . . % .. 0 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5c' Edition (2014), and of no fmancial interest, dated March 17, 2015, issued by AI-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Reports No.HETI-10-31$0 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. 11-0309.06) 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. .. ... . . . . . .. . .. . . . . ... . Manuel Pe , .E. ypf • "' Product Contro(j!qkiner . . .. . . . . . . . . . . . . . . . . . •• •• NOA No.15-0406.10 . .. . . . . . . . • •• Expiration Date: May 19,2021 Approval Date: July 02,2015 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . I � O ECO—GUARD SERIES-500 WINDOW^WIDTH01 ALUMINUM OUTSWING CASEMENT WINDOW 35' .- APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE VENT WIDTH Z 11 COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER FALSE MUNTINS 29 3/8 �y �gQ WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING (SURFACE APPLIED) O•L•OPG, E I�a MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. MAY BE usEO ' mw a G f LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 2� o WILL APPLY TO ENTIRE SYSTEM. d'c THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE O G v REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY // (�C HURRICANE ZONE(HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER NQ p S LOADS TO THE STRUCTURE. ;_ ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS / O EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE N � � m c4 F7---"' J� NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. nab n AN r --� m � r ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. � z_ �' ====n====_ = a MATERIALS INC� 1T OING•MNOT LIMITED TO STEEL/METAL SCREWS, THAT 3 \ J COMF INTO CO A&WITR OTHER DISSIMILAR MATERIALS SHALL MEET THE •&EAREMENTS Ot tt"FLORIDA B I DI NG•MDE. I_ - 3 ==3 =_ � N 0000•• II \ mNG • • 2 W v THESE WINDOWS ARE RATED FOP L*GE j SMALL MISSILE IMPACT. II \ • SHUTTERS ARE NOT REQUIRED. 000000 _ sr }w v �00 • •••• • •• •• •• 6 POINT LOCK z to a • • • • • 3 M a 0000 • •• 0000•• 12' 0Oro MAX. 7"MAX. LOCKING POINTS • HEAD HEAD SILL SEE CHART p Z 16:6• •• • 0000 MAXIMUM DESIGN LOAD RATING a+ 70.0 PSF SILL cow�ERs 3 • • • • • (FOR SIZES SHOWN OR SMALLER) - 75.0 PSF KNO. OF EEPERS • • •• •0 0 0 WOW.UP EIGHT Z yy�9 • lose"'• __._ -_ -_- _-. _�_ - AT SASH oJ • • • •••••• TYPICAL ELEVATION 48" 2 U•d-w LI • 38-3/8- 3 W rn • 0000 • •• 0000•• • / • 50-5/8" 4 • 9000 • •• 1/8'TEMP. GLASS 63" 5 • • • 76' 6 04 6966 •••• • • -3/8'AIR SPACE •••• 3/16"HEAT STREN'D. GLASSi� 1/8'HEAT STREN'D.GLASS 1/8" HEAT STREN'D. GLASS f 090"Interlayer 090'Interlayer 090"Interlayer FRWUCT REVISED DuPont Butocite PVB DuPont Butocite PVB DuPont Bulocite PVB ®compi t8 with the Florida By'Kuromy America, Inc.' By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' A IrBeg�C�oda - O6•if O u P p No •L C F BY --1/8"HEAT STREN'D. GLASS 1/8'HEAT STREN'D. GLASS 3/16"HEAT STREN'D.GLASS hodoaDem SILICONE SILICONE SILICONE U" DOW CORNING 899 ' DOW CORNING 899 �' DOW CORNING 899 m Ca NO m' GLASS CAPACITIES ON THIS SHEET ARE 9 m 9 g BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION --, DECLARATORY STATEMENT DCA05-DEC-219 zo 20 1 1 20 .Y Engn JAVAD AHMAO "^p CML a: w FLA.PE g 70592 0 W 21 CA.ri.J538 $ 19 ALL1/4 POINTS SIZ $ SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG drawing no. GLASS TYPE 'A' GLASS TYPE 'AA' TO CLEAR BLOCKS GLASS TYPE 'B' W1 1-05 3 205GLAZING__QI'TIONS J v meet_1 of 6 EDGE DIST. TYPICAL ICAL HORS 78Y w 6 U FOR PACING WOOD SUCK ¢ p METAL f_______________ __l d; ae � EDGE STRUCTURE Ij MIAMI-DARE COUNTY APPROVED II EDGE <d DIST. I MUWON&MULLION ANCHORS I j DIST. c Z r a a° aW d.° i SEE SEPARATE NOA 1z $ o Q Fz .. I EDGE I o H p��. { I - DIST. 1 9O gr Z 8 __- I ai U /\ x F AU 10 7 < '� �y �" C � \ p as 0 2 TYPICAL ANCHORS IY TYPICAL ANCHORS i SEE ELEV. Q 3 S FOR E SPACING FOR SPACING N_ I 1 TYPICAL ANCHORS: SITE ELEV- FOR SPACING _ N •• i WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. �I J • • I DIA ULTRACON BY 'ELCO MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4' ' (FU-177 KSI, Fy=755 KSI) • •••• ••••• ,' •• i AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES • •••••• • j - 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) ' • •••• • • THRU 1 BY BUCKS INTO CONC, OR MASONRY •H • I 1-1/4" MIN. EMBED INTO CONCRETE HEAD SILL •�• • • • •• 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) z Nr m • ••i • w • • I DIRECTLY INTO CONC. OR MASONRY 3 m M N O• R!• •• ' 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) S poM 60% 1-1/4" MIN. EMBED INTO GONG. OR MASONRY (JAMBS) •• • W •• • o #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 3 Z • • • *J , � •• INTO METAL STRUCTURES • •• • • •• • •• STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) W 01 2 • •• • • •• • • • N ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) • •• • ••• • • I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) • • I 112 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 0000 • i INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") so s 9 (NO SHIM SPACE) o m $ c t3 TYPICAL EDGE DISTANCE S INTO CONCRETE AND MASONRY = 2-1/2" MIN. v z 1BY INTO WOOD STRUCTURE = 1" MIN. 2 WOOD SUCK INTO METAL STRUCTURE 3/4' MIN. t� WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. u w CONCRETE AT HEAD, SILL OR MW Ve - 3000 PSI MIN. 7 = C-80 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS I'm m 2000 PSI MIN. 8 Eng,: JAVAD AHMAD a •u c CML I i ° d FIA PE IZ592 b" C PRODUCT RBVISBD .� 7.ST. wcomplyingw86dleTYPICAL ANCHORS 41CAL ANCHORS �SEE ELEV. SEE ELEV• AccetnnwN l7drawing no.FOR SPACING FOR SPACINGW11-05 EDGE DIST. 11y yi�7 ado product Ca 7 sheet Q of 6 U U dt 1/q•MAX. 1/4'MAX. t1`' SHIMS 1/q•MAK, Z J � 3 SHIM `/p 18Y SHIM 5 WOOD BUCK G57 16 qA q B 12 �6 � TYPICAL ANCHORS I 26Y WOOD BUC g o v_v �+(yl U ---_____ SEE ELEV. TYPICAL ANCHORS ---SCREEN OPT. ------- I v FOR SPACING WOO STRU URE SEE ELEV. ------- p p FOR SPACING 1 1/2 C V v M - — '— - 55�� }� 4 bio 1 1/q• tlo ��m0 TYPICAL ANCHORS .� EXTERIOR ; v SEE ELEV. METAL, FOR SPACING O STRUCTURE D.L.OPG. • w• N • • • VENT WIDTH J J N 00000 • • • • • •— • --- WINDOW VADTN I p$ � m •••w•• 00.00• w • • • j W n 0.000• . of •• •0 Z � • • • • • �^ avi •00:04 a 006000 O O M MIAMI-CADE COUNTY p ••••• •• • e•0• APPROVED MULLION O Z 3 4J. • • • • • SEE SEPARATE NOA 0 so •0.00• Z o TYPICAL ANCHORS r n • • • •••••• SEE ELEV.FOR SPACING g Q't. �. • U� • 0000 • •• 0000•• I W w id • 0000 • ��---�� -� • • • • 0000 - I I I I -------- 0000 ----� II II • • ii ii 0000 z c m WINDOW WIDTH _� WINDOW WFIDTH _._ - m Z o rd d c <m O E.B.JAVAO AHMAD ,� o CIVIL 3 FIA.PE i 70582 0 "i N.5538 =B dsewHh ftft 8 5 0406.do1----- Ex inwonDeta Browing no. B,. 1 �23201'i W11-05 -7- 1u,Pro UCo m ((sheet 3 of 6 EDGE E OfST_—� LOGE OISi. METAL f_______ TYPICAL ANCHORS STRUCTURE Ir �I I MULLIONADE COUNTY APPROVED i ,,-SEE ELEV. FOR SPACING I�MULLION& MULLION ANCHORS II SEE SEPARATE NOA II F W J 11 EDGE 01ST. = -+ IL IL C� U N do � O15 N 7ELEV.ALT. TYPICATYPICAL ANCHORSNG SEE ELEV. NG Q FOR SPACING FOR SPACING J m • a • < N •••••• w M 0000•• • • • • � • • • • • 0000•• �� • 0000 • •• •• •• iZ � w • • • • O s•••• • as 00000• o;;, E • • r 0 N 0000 as • 0000 0 oc • • • w • 1/4'MAX. • 00• • •• 000* SHIMS ALT. • 0015 • • • 0000•• o fJ d. • vii U W I • ••s• w •s•• •••000 TYPICAL ANCHORS N W rn • •••• • •• SEE ELEV. FOR SPACING • 0000 ••00 • • • • •w•w • R TYPICAL ANCHORS {-n I ! 4" o SEE EL4_SPAIIING e C g iiiYY#[[ 0 S .4 PRODUCPREVISED 0�z illial avcomlRtYhl@a{t6thefluFids Euildie8 Coda D L•w O E9 tict 1 m G a m u o 15 � N i INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER EN,..JAVAD O ' b CML 1 FIA PE®70582 S 3 CA.3538 g. ddW1 1-05 U15 (sheet 4 of 6; 2.750 ITEM PART B QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/RBHARE8 141mmv w 1 E501 4 FRAME HEAD/SILL/JAMS 6063-T6 o .500 2 E502 4 VENT 8063-T6 1.330 3 FY108 AS REOD. GLAZING BEAD(5/16'LAM.GLASS) 6063-T6 062 3A -E505- AS RE00. GLAZING BEAD(INSUL LAM.CLASS) 6063-T6 - 10r 38 FY109 AS READ. CUBING BEAD(7/16'LAM.GLASS) 6063-T6 r W 4 E508 AS REOD. SNUBBER-VENT,FULL LENGTH 6063-T6 V Q C N a .078 2.821 4A _ E509 AS REOD. SNUBBER-FRAME,LULL LENGTH 8083-TB 1.893 5 E506 OPTIONAL SCREEN FRAME 6063-T5 7 810 X 1-1/4' AS READ, FRAME AND VENT ASSEMBLY SCREWS - - -� - -_ H WH SMS 8 E203 AS REOD. BULB WEATHERSTRIPPING.DUROMETER 65 SANTOPRENE ULTRAFAB U r 9 E203 AS READ. GLAZING BEAD 8UL8,_WROMETER 65 SANTOPRENE ULTRAFAS 10 35.12.00.400 2/VENT 4 BAR HINGE.AT TOP AND BOTTOM STEEL TRUTH,INSTALLED WITH(2)810 X 5/8"SDS Z Q a t� FRAME HEAD/SILL/JAMB 11 13096.92 1 MULTI POINT LOCK SYSTEM ZAMAK TRUTH 12 - 6/VENT KEEPER STEEL - m O ---2.354- 13 - 1/VENT ROTO OPERATOR ZAMAK/STL. TRUTH LL Z 1.330 14 PSJ40-SS 2/CORNER FRAME/VENT CORNER KEY ST.STEEL - 15 FY120 AS READ. FLUSH FRAME ADAPTER 6063-T6 OPTIONAL a ' 2.688 18 - 3 ANTI SAC SKATE NYLON M&M PLASTICS _ _. .062 17 810 X 1-1/4' 2/SKATE FH SDS SKATE SCREWS 18 BB%3/4' AS REOD. FH SMS SNUBBER SCREWS - IN PAIRS 2"APART,PAIRS SPACED At 7-3/4'O.C. — a 2'094 • .372 '�0 L/�U 769 19 - 2/LITE SETING BLOCK.3/16'X 3/4'X 4'LONG EPOM DUROMETER 8015 SHORE A `7 J • •• •82 ••• : +• 20 _FLB-50 -- GLASS SPACER- 1/e"HIGH SILICONE FRANK LOWE g J • • .8 • • —2.611--121 - - INSUL.GLASS EDGE SPACER ST.STEEL CARDINAL XL • 9�(g• X00 SEALANT: • s�• • 5 FLUSH FRAME ADAPTER ILI ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE—MOREHEAD SM5504 SEAM SEALER. } w LL • 0000 t�87y�� •• •• —1.750 PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. �•• •*VE" 0.0000 z 3<0� N 0 0000 •• • 9000 .493 LOCKS' � oo�� • • • • • 1.750 MULTIPOINT LOCK SYSTEM 13096.92 BY 'TRUTH' Z 3 u. • • • 919 0000 # 3 z • 0000 AT FRAME JAMB • 9 _ ••9••• LOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL o Q.. • FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. uoi U:w 3 • • • eD3• ••• • LOCK BAR SECURED TO JAMB WITH LOCK GUIDES W O x • • •• •493 #33489.00.0001 SPACED AT 12-3/4" O.C. MAX. �� EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS •••••• to CORNER KEY STAINLESS STEEL KEEPERS #31964.92 AT VENT U3 GLAZING BEAD (5/16" LAM. GLASS) EACH FASTENED WITH (2) #10 X:5/8" P FH SMS s SEE CHART ON SHEET 1 FOR QUANTITIES '8 IFS-.245 IIo—.,30 80 HINGES; ' .045 78�— _['120 4 BAR ST/ST HINGES #35.12.00.400 BY `TRUTH' PRODUCT RBN9BD m p� LOCATED AT TOP AND BOTTOM CORNERS %9 1yb*wltbftmolia 4�1256 "I � FASTENED WITH (2) #10 X 5/8" P PH SELF DRILLING SCREWS A °� 8-04,06.10 A N -- 5112 _ - _- -- - Daw f'�'Oyy gaAn�mr OPERATOR: By w s s s o ®GLAZING BEAD (INSUL. LAM. GLASS) ® SNUBBER — FRAME SINGLE ARM ROTO OPERATOR #52.13.012 8Y 'TRUTH' 4iam1 mt0o ml 0<m o c LOCATED AT SILL END , "I I�3e4 FASTENED WITH (6) #10 X 1" P PH SMS 245 OPERATOR TRACK #30175 AT BOTTOM RAIL E"gr.JAVAD AHMADCML 1 FASTENED WITH (2) #10 X 1" P PH SMS Eta PE 70592 g CAN.3538 . eo3 Q50 7� 120 ANTI—SAG SKATES: '720 FT VINYL ANTI-SAG SKATES BY 'M&M PLASTICS' 1.047 / drawln ]n; (2) AT LOCK STILE AT 6-3/4" FROM TOP/BOTTOM RAILS � 4 9 (1) AT BOTTOM RAIL AT 4' FROM LOCK STILE ,II1� — se GLAZING BEAD (7/16" LAM. GLASS) ® SNUBBER — VENT EACH FASTENED WITH (2) #10 X 1-1/4" P FH SDS. JUN 3120)5 sheet 5 of g . . ••• • • • ••• • . ••• . . . . ... • •• • • . .. . • • • • • • .. . . • •• . . . • . •• . . . . . . . . . . • • • • • • • • • • • • ••• • ••• • •• • • • •• ••• •• • :0: •• • • • • •• • •• • • • • • ••• •• z -i n 0 z z \ -8•o ot 0 m X \\ \ cz m CI.Y H n »,; D2_2�-11 revis ons: 5-500 ALUM OUTSWING CASEMENT WX (LM.(.) AL-FAROOQ CORPORATION nfc oo a escri ion ENGINEERS&PRODUCT DEVELOPMENT A oti.1z11 / ECO WINDOW SYSTEMS, LLC.B O7.1.12 NO CNANCE TNI$SHEET 1235 S.W.87 AVE IC D1 n.15 MMUF.ADD9M REV. MEDL N.W. 3 STREET MIAM6FLORIDA 33174 o � �� MEDLEY, FL. 33178 ,nz(aoe)aeasioo Faxc3os12sxse7s 0 0519.15 NO CNANOE THS SHIET Of (Jl P ohk Ey., E 15 No cHANOE ratty sHEEr TEL (305) 885-5299 FAX(305)885-5902 COMP-ANL\W11-05EC0 M IAM I•DADE 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 (NOA) www.m;amtaade. ovleconom ECO Windows Systems,LLC 9114 N.W. 1061 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 (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 600 Aluminum Outswing Doors-L.M.I. APPROVAL DOCUMENT:Drawing No.W12-08 Rev C,titled"Series 600 Alum Outswing Entrance Door (L.M.I.)",sheets 1 through 9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on SEP 04,2015,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 Limitation; 1. See Single or Double Door Design Pressure(DP)ratings in sheet 2. See Single or Double Door DP ratings with sidelites(w/wo Reinforcement)and Standalone Single sidelite rating in sheet 3.The max door leaf width shall not to exceed 37".See locking options I &2 in sheet 771. 2. Laminated glass types G1 and G2 are limited to.090"Kurarary's Butacite PVB and glass type G3 is limited to Insulated laminated glass-*v/.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 aevision 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 word Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature'• f�nx por�rox oT 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 6y 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#12-0402.03 and consist. s 3f this eage•1•$nd ew tipno pages E-1,as well as approval . . . . . . . document mentioned above. •• .• . •• • • The submitted documentation was reviewed bey Islm*q I.eha*na*,P.E...• ••• NOA No.15-0603.13 1i1AM1•DADE COUNTY ... . . . . ... . . Expiration Date: March 20,2019 ' i i • : Approval Date: October 15,2015 • • • Pagel ECO Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(see below) 2. Drawing No.W12-08 Rev C,titled"Series 600 Alum Outswing Entrance Door(L.M.I.)",sheets 1 through 9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on SEP 04, 2015,signed and sealed by Javad Ahmad,P.E. B. TESTS(submitted under file#12-0402.03) 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 an aluminum Outswing French door, prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-12-3357,HETI-12-3358,HETI-12-4003,HETI-12-4003 and HETI-12-4027dated 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-Seda,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(5t6 Edition), prepared by Al Farooq Corporation,dated June 02,2015, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02,-04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America,Inc. (Former E.I.DuPont DeNemours& Co.,Inc. for the`Butacite®PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12--1231.10 issued to Eastman Chemical Company(MA)(former Solutia, Inc.)for the"Saflex: Saflex Clear&Color glass interlayer",expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 W1 Edition) and letter of no financial interest, prepared by Al Farooq Corporation,dated 06/02/15, signed and sealed by Javad Ahmad,P.E. 2. Addendum letter dated June 29,2012,issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Rafael E.Droz-Seda,P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER • 1. This NOA revises NOA#12-0402.03,expirilli 0C3/$0,9; ;•; •• 2. Test proposal, dated 10/14/11 and 62-2f-l2 approved by'P]"RA. { • ••• • ••• • • cl�..g , . �J�� .. . . . . • • • haq I.Chanda,P.E. . .. . . ' Product Control Examiner NOA No.15-0603.13 Expiration Date: March 20,2019 ':' Approval Date: October 15,2015 . E.1. • . • . •• •• . . . •. •• ... . . . ... . . a0 411y ' REN'D. GLASS 3/16"HEAT STREN'D.GLASS �� m 0 erloyer 090°Interloyer N PVB Butocite WEI roy Americo, Inc.' By'Kuroray Americo, Inc.' O n $ HEAT STREN'D.GLASS 3/16"HEAT STREN'D.GLASS SILICONE SILICONE g zDOW CORNING 899 z m DOW CORNING 899 266 rn 1 / i'i 8� �fg Qa s/ "fit\\ �/ SETTING BLOCKS AT LAM.GLASS QQ 41 READ. FOR WIDTHS EXCEEDING 36"ONLY. u-z L� NOTCH OWING BEAD LEG TO CLEAR BLOCKS GLASS TYPE 'GI' GLASS TYPE ,132' U J o o 1/8'TEMP. GLASS g 5/18'AIR SPACE Vy W • .00. 1/8'HEAT SIREN-D.GLASS W • • 0000 • •• 090'Interlayer •• ••• • • • SaOax Gear And Color Gloss w • • 000000 • • By'Eastman Chemical Co.' of ap •• ••• • • • • 1/B'HEAT STREN-D.GLASS m n . • • • • o QOM ,n • •••••• �+ SILICONE C)" I • iia DOW CORNING 899 Z_ Li so • • • • • 26 ST. STEEL Z m • ••• • •• •••••• METAL SPACER '� Q,d, • • c� kQU • 0000 •• • •••• 15 6 W Ort • • • • • \ O t• ••i • •• •••• t • RERIES 60a ••:••• m` + 3S SILICONE • ••ALUMINIM�M" DYING_ENMNCE DOOR SINGLE (X)+l4S 4MUBLE (XX)•IEAF•DOORS SEE SHEET 2. \ SETTING BLOCKS AT INSUL.LAM.GLASS • � � NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS •• •• AND ALON SIDELITE•SEP SHE T.3. o o S NGLE Iy AN@ LEAF DOOM WITH SIDELITES SEE SHEET 3. LOWER VALU"IIRSM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL GLASS TYPE 'G3' uB APPLY TO ENTIRE SYSTEM. PRODUC r REVISED .-- r Row*Aq.dlk TMs Florida t a S E DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION 6AddIyC •imp RESISTANCE IS REQUIRED. Ey+ We 1 ae l H o THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE - REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY FkIF Ceatrol -S v a m o HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY It TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS THESE DOORS ARE RATED FOR LARGE& SMALL MISSILEIMPACT. Ea9r`JAVAD aH EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. FLA.PE E 70592 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE CAN.3530 NOT PART OF THIS APPROVAL 8 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. S 4 2015 _ Browing no. TT COME INTOINCLUDING CONTACT WITH OTHER DSSIMILAR MATBUT NOT LIMITED TO ETEERMTALSLSHALL MSCREWSEET�THE W12-08 REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet � of g U U 39 3/4'MAX. 76"MAX. 37 3/16'MAX. � w FRAME WIDTH FRAME WIDTH FRAME WIDTH _ HEAD de SILL ANCHORSAT O 12" (4)ATL3-O C 12" 12" a _5"MAX. ' 5"MAX. MAX 5" MAX. ' d HEAD/SILLq SILL HEAD/SILL r A _ SIILLLL HEAD/SILL CORNERS CORNERS CORNERS IZ 1O. ___LL�___ \ .. 1. I I \ I I (L Z�.= LOCK OPTIONS / E LOCK OPIMS IQ �CL' / II #1 OR#2 / n $1 OR#2\ H II deli (OPTION 2 SHOWN) (OPTION 2 SF{OW cv SEE SHEET 7.1 -- ---- SEE SHEET 7. 0 / i% FOR DESCRIPTION ,� / /uY FOR DESCRIPTIDltl W 0. ,Y N a w n C3 ip x n d II�� m x 1°'i x 6 '�/J' i/ .60. 1 J 7 a ar J II ____JL,_,_. g °n \----n----- ' \----=rt-=== ----moi----- I U) • •• • • 0000 •• ••• ri \• ii \ / ii 3�n $ • w \ / 0IT oM 0: fee T I • • • • • INACTIVE ACTIVE 3 z J •• •ARFACE AP �� •••• m�,j SURFACE APPLIED m SURFACE APPLIED W rn •• ..FA •F�0�°� w. N �••• • 1 � FALSE MUNTINS OR 28 15/78' 28 15/18" a FALSE MUNTINS OR ��32 3/4° � rn D.L.OPG. 0 DECORATIVE GRILL D.L OPC. D.L. OPG. 10 c4 DECORATIVE CRILL p,L.Ol'G. 1O Pi • •MAY BE USE, 3*'MAX.000000 MAY BE USED MAY BE USED 37"MAX. •• ••• • •• � tEaF o+nOTH • • • • • 0000 (�10 (XX) (0) 8 •• ••• 0000 • • o *000 SEE SHEET 3 FOR CAPACITY DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY- PSF g SINGLE DOORS(X) DOUBLE (XX) o°li DOOR DIMS. LAMINATED CLASS DOOR DIMS. LAMINATED GLASS moDucrRIEVISED FRAME I LEAF FRAME EXT.(+) INT.(-) FRAME LEAF FRAME EXT.(+) IMT.(-) rmaDIVIS witkikelUrld6 WIDTH WIDTH HEIGHT WIDTH WIDTH HEIGHT M q 4-- 39-3/4' 37" 95" 7p.0 75.0 --- 78" 37' 98' 70.D 75.0 No-1S�"+or6�o3T"'� m o 6+Pkw1+`M7s�� mo odrtC�•1ta{ GLASS D.C.O. DIMS. 4 D.L.O. HEIGHT = FRAME HEIGHT - 11.125° Engr:JAVAD AHIWD [i2i D.L.O. WIDTH (X DOORS) FRAME WIDTH - 12.813° F AAPE8 �7M92 D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125')/2 NOTE: O A 2015 $ Ith NOTE: GLASS CAPACITIES ON THIS SHEET ARE drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) EGRESS REQUIREMENTS TO BE REVIEWED AND FLORIDA BUILDING COMMISSION W12—O8 BY BUILDING OFFICIAL. DECLARATORY STATEMENT DCA05—DEC-219 sheat 2 of 9 DESIGN LOAD CAPACITY - PSF 148'MAX. F O UW DESIGN LOAD CAPACITY- PSF SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS TESTED FRAME WIDTH STAND ALONE SINGLE SIDEUTES (SEE NOTE BELOW) HEAD do SILL ANCHORS SIDELITE SIDELITE SIVELITE SIDELITE AT STILE ENDS m WITH OUT WITHOUT WITH Z j FRAME FRAME FRAME FRAME CLUSTER OF (4)AT 3'O.C. WIDTH HEIGHT REINFORCING WIDTH HEIGHT REINFORCING REINFORCING 6" (4)ANCHORS INCHES INCHES EXQ+) I INF.(-) INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) AT HEAD/SILL 12' !'W 24 70.0 75.0 24 70.0 75.0 70.0 75.0 5"MAX. I(�'--^SII HEXAD' d o 30 70.0 75.0 30 70.0 75.0 70.0 75.0 HEAD/SILL FLl \ A SILL ---` fff�GGG Q v 36 82 70.0 75,0 36 82 70.0 75.0 70.0 75,0 CORNERS 1 f IFS�Y 37 70.0 75.0 37 70.0 75.0 70.0 750 42 1 61.7 66.1 42 1 1 61.7 86.1 61.7 66.1 ro4 24 70.0 75.0 24 70.0 75.0 70.0 75.0 ii ii (7 O n1 30 70.0 75.0 30 70.0 75.0 70.0 75.0 Ay'y<q 36 86 70.0 75.0 36 86 70.0 75.0 70.0 75.0 H I1 V __= -_L_�_ I I 37 70.0 75.0 37 700 75.0 70.0 75.0 --- n ---n))T- 42 61.7 68.1 42 61.7 66.1 61.7 66.1 24 70.0 75.0 24 70.0 75.0 70.0 75.0_ >D92 89.8 69.6 30 92 69.8 69.8 70.0 75.0 H 36 64.1 64.1 36 64.1 64.1 70.0 75.0 \ 37 63.3 63.3 37 63.3 63.3 70.0 75.0 24 63.3 63.3 24 63.3 1 63.3 70.0 75.0 30 1 57.8 57.8 30 87.6 1 57.8 70.0 T5,0 'a -) 96 36 53.1 53.1 36 53.1 83.1 70.0 75.0 ==---lt"---- n----" I 37 • 1 &V52.4 37 52.4 52.4 70.0 75.0 11 • u \ n / W •• ••• • • •0000 REINFORCING AS REOD. ii \li I I L K OPA'IO v, (H • • • • • SEE CHART -==�z==== - I I i¢t OR/#2(01 }W� __ ____ (A •• • -------- ii II \ i i S SHEET .1 m� m • •••• G B II \ i i F DESCRI Io o O o • \ / 0 •• • • -_ •• • 1 j Z • • -- •••• L - INACTIVE ACTIVE - - 3 Z vi • •}• •• •••• 0 8 • • • 39-3/4'MAX. (SINGLE) SURFACE APPLIED m �7 W rn� • • SINGLE WDEUTi 1WDTH •••• SIDELITE WIDTH 78" MAX• (DOUBLE) FALSE MUNTINS OR 32 3/4" 26 15/16' 26 15/16' d �^ • • • •••••• DOOR FRAME MOTH DECORATIVEBE USED D.L.OPG. D.L. OPG. D.L.OPG. • 37" PRODUCEREVISED •• ••• • •• ••••••NOTE: • • • • LEAF WIDTH roN-gC d wltM14 fbr14 •••• • •• FOR DOORS CAPACITIES SEE SHEET 2. MwMs{Code � • • • •FOR SIDELITE CAPACITIES SEE CHART ABOVE. SIDELITE FRAME WIDTH 39 3/4"MAX.(SINGLE) Atet~No1 o ; <_ 004090 •••• • •LOWER VALUES FROM DOOR OR SIDELITE CHART MAX 76'MAX. (DOUBLE) 6'pnW'Datet , "I • • WILL APPLY TO ENTIRE SYSTEM. SEE CHART AT LEFT 00DnRFw�iE WIDTH •l3ati..� ° t? •••• (OXXO) MAX. UNIT'TESTED FRAME AREA NOT TO EXCEED 100.72 SO. FT. PER FBC 2014 GLASS D.L.O. DIMS. c i-F,^R D.L.O. HEIGHT(SIDELITE) FRAME HEIGHT - 11.000' t gSI I WIDTH DTH (SIDELITE) = FRAME WIDTH - 4.438° W,'-, a m° En9r.JAVAO AHMADCML q SPE A 70592N. 0 \_ NOTE: 3838 v CLASS CAPACITIES ON THIS SHEET ARE o BASED ON ASTM E1300-09 (3 SEC. GUSTS) 0 4 2015 drawing no. AND FLORIDA BUILDING COMMISSION W�2_08 DECLARATORY STATEMENT DCA05-DEC-219 0 t3of9 PROPERLY SECURED 28Y WOOD BUCK p 9/16'MIN. TYPICAL ANCHORS 18Y WOOD BUCK w EDGE DIST. OR � THROW BOLT EDGE 01ST. SEE ELEVATIONS W000 STRUCTURE PENETRATION FOR SPACING EDCE DIST. q e• - d.' EDGE B, SEE NOTE SHEET 1 EDGE DISE. STRUCTURE a: • Z �•,* • 1 '--„'�� W L1(.� W L1�.�J W fr O s C) yKy pp,, V ri A 33 I I 26 2 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS I I SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS q Q Q I I FOR SPACING FOR SPACING FOR SPACING 0 7 I I a)WS IMAMI—DADS COUNTY APPROVED I I S Z b$ I CUPPED MULLION I J 5 ±j SEE SEPARATE N I IFFS'�—''_��__��___ _______�I IS�J ---J — o vlU � O • •• W • • • GLAZING OPTIONS w t • • •••• •• •• 4`11• • • SEE SHEET 1 TYPICAL ANCHORS • ♦ • SEE ELEVATIONS }WK W •••••• FOR SPACING •• o O• • • 10Y OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS �y n • W _ • • O on • MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER • m Q •ai •• THEM TO THE BUILDING STRUCTURE. Z • • • • • • • • • ••• •• • •• • •• TYPICAL ANCHORS: SEE ELEV.FOR SPACING OI�+w • •• • • • • 1/4' DLA, ULTRACON BY 'ELCO' ( YFu=177 KSI,F=155 KSI w i.:* • •• ) • 4041:: ••• INTO 2BY WOOD BUCKS OR WOOD STRUCTURES �- --� 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) •• • • : ••• ••• THRU 1 BY BUCKS INTO CONC. OR MASONRY PRODUCF REVISED • • •• •• 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) •re••plying w0616t M.'Idt •• • • • AX.1<—O •� 1-1/4" MIN. EMBED INTO GONG. OR MASONRY (JAMBS) •d>w>tCa� o g ecepwet6•� • 0004• DIRECTLY INTO GONG. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) ISI+ L•LkV+ cc 7a 7 1-1/4" MIN. EMBED INTO GONG. OR MASONRY (JAMBS)rLA 614 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) r i INTO MIAMI—DADS COUNTY APPROVED MULLIONS (MIN. THK. = 1/8') c• ) 1 28 2 _. _ _ _.. _ Ogoo INTO METAL STRUCTURES g g 6 I 1 STEEL 1/8' THK. MIN. (Fy 36 KSI MIN.) a m ALUMINUM : 1/8' THK. MIN. (6063—T5 MIN.) DOOR DETAILS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) N L \ EAgn JAYAD AHMAO n J ^ TYPICAL EDGE DISTANCE CIVILPE 1 ^ INTO CONCRETE AND MASONRY = 2-1/2" MIN. .3g�2 •T' .a. ., ° INTO WOOD STRUCTURE — 1' MIN. 5 INTO METAL STRUCTURE = 3/4" MIN. ). U 4'LOl`J 3 54 EDGE DIST. TYPICAL ANCHORS O SEE ELEVATIONS WOOD AT HEAR OR JAMBS SG - 0.66 MIN. drawing no. 1/2'MIN. FOR SPACING W12-0 THROW BOLT CONCRETE AT HEAD,SILL OR JAMBS Pe 3000 PSI MIN. Y. G PENETRATION C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm- 2000 PSI MIN. _ sheet 4 of g 1/4'MAX. CONCEALED O 1/4"MAX pp� U o (� EALED FtUSH BOLTS p 1.1 SHIM LEVERS AT STILE FACE SHIM 0 3 78y - N TYPICAL ANCHORS WOOD SUCK_ ZSEE FOR SPACING EV 76 ACTIVE LEAF k z� �g u 28 gq n U �a ♦Y C • � ANCHORS\TYPICAL SEE ELEV. w FOR SPACING G li�4f - aC 25 23 .. �•� EXTERIOR 97777 79 O.L.O. METAL STRUCTURE 37"MAX. •, .� SEE SPEC SHEET 4 LEAF WIDTH LOCK ONS gt OR$2 0 38 3/4'MAX. (OPTION 2 SHOWN) SEE SHEET 7.1 SINGLE DOOR FRAME WIDTH y H FOR DESCRIPTION 7/4°MAX. V U SHIM 1/4"MAX.•. CO U1 S�71M '• CONCEALED FLUSH BOLTS E • IY�ICAL ANCF� • 3 LEVERS AT INSIDE FACE(IF'TILE CONCEALED FLUSH BOLTS W 20Y WOOD 888UUUCK y� PP$� LEVERS AT STILE FACE OR EL / SEE E '•'� • •• WOOD STIRHEET RE •• ••• EE NOTE 1 • •FOR SPAdNG.� • 18 INAC'T'IVE LEAF ACTIVE LEAF ob in h •• ••• • • 28� 13 28 • • o OOMN • •• 24 � O •• ••• +•''[a Z L Z ro • • w 3 6 v;* • ••• L' �i •• - - "' U�w F3 W cn � •• ••• 23 • TYPICAL ANCHORS• • '`•. .: t SEE ELEV. 9 D.L.O. 11 10 D.L.O. FOR SPACING E+ LOCK oPOON Y2 ••• •• LEAF WIDTH EXTERIOR •1a••• •••• • on p � • LEAF WIDTH 78"MAX. DOUBLE DOOR FRAME WIDTH $ PRODUC f REVISED 2 POINT LOCK ASSEMBLY 4 POINT LOCK ASSEMBLY as complying wilt the Florl6 trndtAS Ne _ ---- --- __— - -- _ Aece 11Lsaa Not 0x60 .1 c m�m m INACPIVE LEAF -- - ACTIVE LEAF Elpirs"Dau 2• - S $ IL >vcsm" � 11�►ari hwlnelCrnpd N EAgr.JAVAD ANMAD U @ FLA PEM/70592 I n 7.R s �ua __, ' AN. EXTERIOR SE Zp15 drawing no. DOOR DETAIIS 1 W12-08 LOCK OPTION/7 eheel rj O} 9 V � TYPICAL ANCHORS �� o SEE ELEVATIONS FOR SPACING 1/4"MAX O 1/4'MAX. iv EDGE DIST.. SHIM 8 SHIM Z 3 18Y C �•a�. '•° :.I. .WOOD BUCK 7a TYPICAL ANCHORS -- N i .. SEE ELEV.- IL FOR SPACING 18 22 a v�a' a(G TYPICAL ANCHORS QSEE 1Q.ral FOR SPACING W C 14 EXTERIOR , D.L.G. a METAL STRUCTURE c SEE SPEC SHEET 4 42°AT 86"HT. _ 37"AT 98"HT. N MAX.. SINGLE SIDELITE WIDTH PRODUCE REVISED v U r ew1p1llaf wIQ T!!Fl d& $ �p�isat Nn lS-D L03.17Ja � N B pkiid"Due �� v •• ••• •••• •••• SGEE(SHEET IONS X14ENDS SMSLSIE �T I TNG Y • • •••• • 1/4"MAX.'•. O AT S"FROMr•• a • sHIM . AND 11" O.C= x • 6 O on •o�•••. • • Z• 1630 W • • •• ••• •• •••• •� L_ • • • TYPICALSEECH& • •••• 4 •••• FOR SPACING '.8..'t. 23 c �' ••4 ••• 19069• • 14 16 25 9 0 DA. 19 EXTERIOR 4 as LEAF WIDTH 397 9 3/4'(SINGLE) ;IDFl ITE WIDTH 76"(DOUBLE) --- l A.DOOR FRNAE WIDTH- ._o O MAX. UNIT FRAME WIDTH N Ener:JAM AFAW '� ,a c _ CML 22 \H FLA. C 92 A38N.36 o d •. ., e'.. e I,.v e .°: A drawing no. TYPICAL ANCHORS - S , A ZD�J W�2—Q$ EDGE DIST. SEE ELEVATIONS FOR SPACING (SIDELITE DETAILS sheet 6 of 9 s - s ITEM/ PART 0 READ. DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS u w 1 E601 - DOOR FRAME HEAD/SILL 6063-TS 2 E602 - FRAME COVER 6083-TS - - a 3 E603 - DOOR FRAME JAMB 5063-TG - o� 3 4 E604 51DEUTE TOP&BOLTON FRAME 6063-T6 - 4A E628 - SIDELITE 9°BOTTOM FRAME 8083-T6 - ^� 5 E605 - SlOELITE FRAME JAMB 6063-T8 - O OV 8 E606 - SIDELITE SLIP ON JAMB 6063-T6 - 7 E607 - LEAF TOP&BOTTOM RAIL 6063-76 - 7A £825 - LEAF 9'BOTTOM RAIL 6063-T6 - tj 8 E608 - LEAF W'STR9'ADAPTER _-_-. _ 6063-T6 - C ~y 9 E609 - LEAF HINGE STILE 6063-T6 - C 4 a 10 E610 - LEAF LOCK STILE 6063-16 - ca C O 11 E611 - LEAF ASTRAGAL STILE 6063-T6 - I l a 12 E612 - LEAF ALIGNMENT BRACKET 6063-T6 - tiCC��ZII 13 E613 - LEAF CLAMP 6063-T6 4-1/4'LONG 13A E613 - HINGE BACK-UP PLATE 8063-76 12"LONG - - -- a r l 1 0 14 E614 _ - GLAZING BEAD(5/16'LAM.GLASS) 606346 - t4A E109 - GLAZING BEAD(7/16"LAM.GLASS) 6063-TB - 15 E615 - GLAZING BEAD(INSUL.GLASS) 6063-T6 - _ E 18 E616 - SNAP COVER 6063-78 - 17 E613 BOLT SUPPORT 6063-T6 NOT SHOWN 18 - AS REDD. SID£LITE MULLION REINFORCING 6063-T619 FD-107 3/LEAF BUTT HINGES ALUMINUM SULLIVAN&ASSOC. 20 FB1202 - FLUSH BOLT LEVER - SULLIVAN&ASSOC. 21 - FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN&ASSOC. 22 #12 SMS AS REOD. FRAME ASSEMBLY SCREWS23 Q12%3/4" - HINGE INSTALLATION FASTENERS - FH SMS•• 24 3/8"DIA.THREADED ROD STEEL. -25 W11323 - PILE W'STRIPPING WOOL ULTRAFAS 0000 • ••• 0•• • • • 26 E20618-KN-3020 - BULB W'STRIPPING SANTOPRENE WDM g••• 0 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB••• • • • • 28 - GLASS SPACER SILICONE FRANK LOWE RUBBER CO.• • • 29 E622 - FLUSH BOLT CUP NYLON - • • 0000•• --._ _. • 30 OL01RC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 0000•• • •• •• •• • • • • • 31 OLOIWB - WHITE BOLT SUPPORT BLOCK POLYETFM.ENE ACME PLASTIC • ••••• • •• ••0••• 33 #10 X 3/4' 2/ADAPTER FH SELF DRILLING SCREWS - -_ ••••• •• • •••• 34 - 2/LITE SETTING BLOCK, 1/4'% 1/2'X 4'LONG EP.. AT 8'FROM EACH END. DUROMETER 80t5 • • • • • • • 35 - 2/LRE SETTING BLACK, 1/4'X 3/4'X 4"LONG EPDM AT 6'FROM EACH END.DUROMETER Bots • • • •• 0 • agog • • • 00.00• m • • 000900 • •• 00000• SEALANTS: • •••• • •• ALL JOINTS AND FRAME CONNECTIONS SEALED WITH • • • • SCHNEE MOREHEAD JM5504 SEALANT. RODuc rImmo c m ••• •• •••• • P • - nw __ft Hark► a m S ••0• Yg*�MIMa able�MN r '� I• ~��+''1 N Engn JAVAD ARTHRO 1aNll Cartrol n 1 FLA PES 70592 drawing no. EP 4 2015 W12--08 sheet 7 of 9 LOCKS: ll�tllj 8, OPTION gt• OPTION A2' I ACTIVE LEAF: ACTIVE LEAF: Z 4 POINT LOCK ASSEMBLY DLO1-6007 BY'INTERLOCK USA INC.' CONVENTIONAL DOOR LOCKSET WITH HANDLE Q (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE DELTA 690 BY'KWIKSET' LOCATED AT 39-1/4'FROM BOTTOM ' �d 1/2°DW THROW BOLT(1)AT TOP ENGAGING FRAME HEAD KEY OPERATED ON EXTERIOR AND THUMB TURN ON 6 AND(1)AT BOTOOM ENGAGING FRAME SILL INTERIOR THROW BOLT LOCATED AT 44-3/4°FROM BOTTOM THROW BOLTS ATTACHED TO LOCK BY 3/8°CONNECTING RODS CONCEALED FLUSH BOLTS BY'SULLIVAN &ASSOC.' LOCK HANDLE LOCATED AT 42-1/2°FROM BOTTOM 1/2'X 2°THROW BOLTS ENGAGING FRAME AT HEAD AND SILL O INACTIVE LEAF: MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE 2 POINT LOCK ASSEMBLY BY'INTERLOCK USA INC.' LOCATED AT 10-5/8°FROM TOP AND BOTTOM 1/2'DIA THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2'FH MS VVVryzRi 8 COC HEAD AND FRAME SILL v 0:j INACTIVE LEAF: THROW BOLTS ATTACHED TO LOCK BY 3/8°CONNECTING RODS a a o LOCK LOCATED AT 42-1/2'FROM BOTTOM CONCEALED FLUSH BOLTS BY'SULUVAN&ASSOC.' Q.1 a 1/2'X 2'THROW BOLTS ENGAGING FRAME AT HEAD AND SILL O MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8°FROM TOP AND BOTTOM N.2 LOCK FASTENED TO STILE WITH (2) /8-32 X 1/2'FH MS a g{ 0 O O OMso N \ • • • \ / \ \ I PRODUC f REVISED1611111161i 1001116 J •�•• • \• i / \ \ / AMPbNMNo 1 1 O J • . • s i.w.D.aq W c,`rrt` • ACTIVE ' — ' ' ACTIVE ACTIVE INACTIVE ACTIVE CSM O . • • . . "sees• o12 •• •.• • .. m... . .. ...... 004*00 00*000 0 �e HINGES: 3-1/2'X 7-5/8°X.122°THK. EXTRUDED ALUM HINGE En9r:JAVAD AHMAD •� PART(IFD-107 BY SULLIVAN &ASSOC. FLAPCIVIL70S82 o n 3 HINGES PER LEAF CA. B s BOTTOM HINGE AT 10-1/4°FROM BOTTOM c TOP HINGE AT I1-3/4'FROM TOP CENTER HINGE AT MIDSPAN (38'O.C. MAX.) •C.P HINGES FASTENED WITH 1)10 X 1'FH SMS drawing no. (5)SCREWS AT HINGE STILE W12-08 (6)SCREWS AT FRAME JAMB sheet 7,iof 4.000 �^-1.750 o 1 r0� .519 �"i F°-.394 ��{I'^ .130 �� o .Y- ISI I I N .625 •803 .045 •803 -v{la--.0$0 .803 .045 / .078 4.750 �'L---'I 5 4.031 �1.047 T 1.047 L �i.172 1� I�3 �gg0. 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Z$� $ • • •••• • f• 3 Z ^ :*Does • • • • • W�� • • • • •f..•• 0 Wjw • • • • • s •ItA�6e Ftortde • ••• •• • ••• z -- �� • • • • f • . f••... Ijl I 5r• � � C�t/rd Clj $ • ini •• Nd i...M.q mS z •f •.• • f..•• 111 1� • • • • I�1I 1 • f • so"so .4 aV v lb ••.• m Engr:JAVADAKMAO ,e RML FLA.C 070923538 S 2015 drawing no. AFLF CORNER W12-08 sheat9 of 9