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WS-17-1432
Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit NO. WS-5-17-1432 Permit Type: Windows/Shutters er m I Cork Class :cation:: Window/Door Replacem Permit Status: APPROVED' Parcel Number Issue Date: 615/2017 Expiration: 12/02/2017 Applicant 113 NE 106 Street Miami Shores, FL 33138- 1121360060340 Block: Lot: ELYTA WATKINS Owner Information Address Phone Cell ELYTA WATKINS 113 NE 106 Street MIAMI FL 33138-2036 (305)308-3081 Contractor(s) DVG BUILDERS INC Phone (305)506-7308 Cell Phone Valuation: Total Sq Feet: $ 5,495.00 0 Type of Work: IMPACT DOORS 1 AND 4 WINDOWS No of Openings: 5 Additional Info: IMPACT DOORS 1 AND 4 WINDOWS Classification: Residential Scanning: 3 CANCELLED Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: { Amount $3.60 $2.25 $2.25 $1.20 $150.00 $9.00 $4.80 $173.10 Pay Date Invoice # 05/30/2017 06/05/2017 Pay Type WS-5-17-64138 Check #: 2164 $ 50.00 $ 123.10 Check #: 2172 $ 123.10 $ 0.00 Amt Paid Amt Due Available Inspections: Inspection Type: Window Door Attachment Final Review Building 1 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 compliance with all applicable laws regulating construction and zo. - •. ' utlier • e ize the above -named contractor to do the work stated. June 05, 2017 Authori'' !gnat e: Owner / Applicant / Contractor / Agent Date Building Department Copy June 05, 2017 1 r.."1"A3 4.“111 ?o,sr-)-ico,-(06r3b Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: I \ WC \ 0 (D S'r City: Miami Shores County: Folio/Parcel#: 1 \ - 2\ 6 - 00 Co - O 3,1 Occupancy Type: etS Load: Construction Type: Master Permit No. Sub Permit No. RECEIVED MAY 3 01017 4-4 FBC 20 t �1 wS I1u32 ❑ REVISION EXTENSION RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Miami Dade Zip: 'V Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): tiL'{ A VJ IAA y-\f\r-c BFE: FFE: Phone#: q I 1 C C' i3 cl Address: `\ 3 vic, \ O (0 S-t-yz- cv'C / City: sA f (V� \ S L I. State: F \d Zip: q' i ? Tenant/Lessee Name: Phone#: Email: €1.-Y "Nq\N aZ-\'1SS . c iMA `L •COYr" CONTRACTOR: Company N Address: 1 '3`'1 escb; City: V\ \V L� `e1 State: Phone#: (los-1 S0(0--r7 Zip: T T 0 t Z Qualifier Name: —VIW\--)N k./A- -C, t V'-�- Phone#: (3OS\ co 6 - 130 State Certification or Registration #: C 6G ‘ S `Cj 217 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition n Alteration ❑ New ❑ Repair/Replace 1nnccic - POOC'S $ W\NQO\ [ Description of Work: ❑ Demolition Specify color of color thru tile: Submittal Fee $.6b .:7Q Permit Fee $ iSO , cl CCF.$ 3 - (:(:)7 CO/CC $ 9 2 'ZS DBPR $ 2-- C.S Notary $ Scanning Fee $ Technology Fee $ Structural Reviews ..ek.2)0 Radon Fee $ Training/Education Fee $ Double Fee $ Bond $ r, TOTAL FEE NOW DUE$ \ (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 aft :,t. = ilding permit is issued.. In the absence of such posted notice, the inspection will not be approved and a reinspection fee wig • Signature �(/r_ .1j a J[ i OWNE or AGENT The foregoing instrument was acknowledged before me this day of 'M / , 20 ,- i , by LAC \wCV -.'tJ , who is personally known to me or who has produced ' UO as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: '3c4.( Ca r c CI. Q r r ,- Seal: sssssssss APPR �uvi,,,, BARBARA GINETTE BRINGAS `��►" °�, . State of Florida - Notary Pub110 AA;, I .A1 My Comm. Expires '? OF 4Zo ', Bonds Through American lafety Council ED1Y (Revised02/24/2014) cEli Signature TRACTOR The foregoing instrument was acknowledged before m�e this 1 (-' day of/ , 20 1 , by `auho is personally known to me or who has produced E V‘0 as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: Plans Examiner Vcm( \"d �r�1r,, BARBARA GINETTE BRINGAS °�''.' State of Florida Notary P,unblic E* s ss9aFlitiil�fiJ 44,�ii's� y}� **a*** a, -a My Comm. Expires 01- -[ oning Bonded Through American Safety Council Structural Review Clerk SONS HURRICANE PROTECTION 12350 SW 132nd Court Unit 104 Miami, Florida 33186 305-781-3909 matt(aquinnsons.com 010.} h orn-.z o o.r-r va \. '0-c t, i, 6 2 iVo lF\ i1/2 S - 01 Z S- , 0 S- CcR•1 CA w.LYv r 44- tv oow vow t3 \5-e4 0b• \ (SH0Sl%/4iv e h'WNC w+lv \•• Na/.\1c1.\S—CL.-Mt° IZ CFYt h� D.JTsw %N ?soave.. t-rov.► Customer Name: EL'/m w4=17 y-1 N S Address: Vk3 ¥f to b s-k- `M1WM\ SW .E' FL 'Trrn Phone number: (VoS) S 1 - c7 2`j E-Mail: €�{�'t� �� j m.re, 1 c Protection Type: ['Accordion ['Panel Dmpact FT r i —• i i t i t i i• G '1 1 i r 1 { ;} e i ( ► $ I i i i { I i L, J 1 i} 3?xS-4 I. Y j Li i 1 I 1 S i d i j t- 1 t 1 Li '""! _- {F lip 'i' , j^ r 1 i r ¢ "1' 1 { ---� •'-, i SS X� 1 % 14 \ N 6^. ? 0Vr1 1 i 3 i NiL.Q C�'i i vJ 2 j _cp,,,w I ' VV•[. �41am` 1 i-- -E 14; Ili - 1 1, I; I 1111 II III i 74X40 �:� I i n4iatni'SFicresiViil_LIa el i { 1 '( • I H6- A »,EP . �. By I { IDATE . (� '37%sa i I _ i i { 1 t s ING, P AV ! 1 111.` -- --1 G D P i �. t-- I a i I. ••�•t i { u �- S EiJEpT !q C A Pl. r-' ITt A{ :F_.� • ••t •.• . s• T.4 tt • - • • 1 + ! i { 4��� $ •r i � ' { {.. ! ••: ,• - •- •{ •1 •i L • • •1 E• ' .1• • i •, • • • • p, ?^� s 1 c I , , ( i 1 • . i .'--i--• r'• , • ( . i • • • 1 `••I •{ •{ •i i • • • . L • f r f i • • - s .., ,•--i-•t. 4i4 { 1.-•1 •, • •- i • • - rx • —JTiTH __�" WATKINS RESIDENCE 113 NE 106TH STREET WINDOW REPLACEMENT PERMIT LAYOUT OPENING SCHEDULE 5 OPENINGS (1-5) MRH = <15' WORST CASE SCENARIO OPENING # APPLICABLE NOA WIDTH HEIGHT DESIGN PRESSURE ZONE 1 15-0728.05 37 50 +40.4/-54.1 5 2 15-0406.10 37 50 +40.4/-54.1 5 3 15-0406.12 37 50 +40.4/-54 1 . • • • • • •.... 5 4 15-0406.12 53 50 +40.4j7:64,;I • • .. ••: 5 ...: 5 15-0728.05 34 80 +40.4/.54.1 .. .... . : •5 •• 5 ; • • • .... • • •• •• • .. • • . . • • • • . • . • • • .. .. • ... . • . • M I E RING, [N.C. 2100 W 76 Street, Hialeah, Florida • Robert S. Monsour, P.E. FI # 11 ' / 0006024 DESIGN WIND LOADS IN PSF. IAMI DADE FLORID UILDING CODE, 2014 / ASCE 7-10,WIND%CODE f 175 MPH'1NINM3IZONE a . Interior &Exterior Zones (4&5 - Walls ositive Pres es ' Exposure C For the 175 mp Zone C . ° , RY2 Height (Maxi m) ' Effective Wind Area (or, Tributary , 30. . Area), 40 y in Square,Feet ,.-...:'50 ' 60 10 20 1. 1.! 0.95 0.92 • 0.89 0.88 0.86 15 0.4 38.5 37.5 367 ` : *�361 35.7 . .40.8 39.7 38.9 �,` ' - 38.3 . 37.8 ' 25 _ .44.6 42.6 41.5 • 40.6 1 40,0 39.4 . 30 46.5 44.4 43.2 _ 421,3 ,. 41.7 41.1 40 49.4 47.2 . 45.9 / '44:9---" 44.2 ' 43.6 . 50 51.8 49.4 48.1 f (. '/ 47:1r 46.4 • 45.7 60 - 53.7 51.2 49.8 ,' S,..48.8 48.1 •47.4 •... Interior Zone (4 .L. Walls) Negative Pressures '• • • •' • •"". Exposure C For the 175 //mph' Wind Zone CATEGORY 2 '..' •: Height (Maximum) Effective WindArea (or(Tributary Area) in Sc` ai Feet • 10 20...- \k 30 40 `:• •:60 -1.10 • 4-1'.05 / -1.02 -0.99 -0!98.: A .86 15 -43.8 -42.0 • -40.9 -40.2 -39.6' _ 139M. 20 -46.4 -44.4`N -43.3 • -42.5 • 4T )'; 25 -48.4 , ' /46.4 -45.2 -44.4 • -4.3.8. _-41,4 :'•431 30 -50.5, �. ' -48 4 -47.2 -46.3 • _ -4'6.6 . ' =45.1. -47'.8 • 40 -536, N 451.4 -50.1 . • -49.1 -48.4 50 456.2, `---- "-'°-53.8 -52.5 -51.5 -50.7 -50.1 60 .-58:2 m -55.8 -54.4 -53.4 -52.6 -52.0 Exterior Zones (5-7-Walls) Negative Pressures Exposure C . ' For the 175 mph Wind Zone. CATEGORY 2 . /1 Height (Mai:. \. ) - d/ Effective Wind Area (or, Tributary Area) in Square Feet . . 10 20 30 - . 40 50 60 i - ! -1.29 -1.23 • -1.19 ' -1.15 -1.13 . 15 I . " -54.1 • -50..4 • -48.3 -46.8' -45.6 • -44.7. / S. , - . =53.4,, _ • -51.1 -49.5 • -48.3 • _=47_.3..„: -49.4 ,-.N.,,25 -59.8 . -55.8 . •-53.4.. •: 51.7 , -50.4 `"30 -62.3 -58.1 -55.7 '-53.9 -5 . • . --51.5 �, \ 40 -66.1 -61.7 . -59.1 -57; 2 . - .8 -54.6 • 1 i 50 -69.3 -64.7 -61.9 . -60.0 - p8.5 -57.3, - ` 60 -71.9 -67.0 -64.2 -62.2 -Ek0.6 -59.4 ij Length of End Zone (a): 10% of least horizontal dimension or .4 h,.which= er is sm but not less.than 4% of least horizontal dimension or 3 ft. (h = mean roof he tin f NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ... . . . .. . . . :' DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTI C PTANCE (NOA) Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.sovieconomv 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 ART (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 cod..... ‘ This product is approved as described herein, and has been designed to comply r'ith.t'he Florida' Building Code, including th ••• . • •.. • DESCRIPTION: Series "Eco-Guard 200" Aluminum Horizontal Rolling Window.-.L.M.I. . APPROVAL DOC rawing No. W09-12, titled "Eco-Guard Series-200.Aldiit. Hori oRglliing Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision E dated 07/15ht5, : epared11y D�c ClA1- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-ounty 1?rodttcst Control Revision stamp with the Notice of Acceptance number and expiration datek. g.Miami YS ode County Product Control Section. r a • • • • • • • • MISSILE IMPACT RATING Large and Small Missile Impact Resistant . • . • • LABELING: Each unit shall bear a . - i . . i e wi t e manufacturer's name or logos cit , state' model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the.product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 14-0317.01 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAM1•DADE COUNTY APPROVED NOA No. 15-0728.05 Expiration Date: May 27, 2019 pproval Date: September 03, 2015 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 pex$RC TAS 2Q2.94 3) Water Resistance Test, per FBC, TAS 202-94 • • • • 4) Forced Entry Test, per FBC 2411 3.2.1, TAS'202--9• 4 • • • • along with marked -up drawings and installation diagram of ab aluminumi"• horizontal sliding window, prepared by Hurricane Engineering,&Testing, Incs,`Test Report No. HETI-08-2226A, dated 01/15/09, signed and sealed by Gandido 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. (Submitted under NOA#09-0312.08) E-1 • • • • • • • • • • • • • • • • NOA No. 0728.05 Expiration Date: May 27, 2019 pproval Date: September 03, 2015 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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 Report 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 Candidd F' ¶pnt, . P.E. • • •• ••••• .. • • • (Submitted under NOA#09-0312.08) • • ••• • 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 204' 4• . 2) Cyclic Wind Pressure Loading per FBC, TAS•263-94 • • • : • • along with marked -up drawings and installation diagram of a XtSraluminri • • . • horizontal sliding window, prepared by Hurricane Engineering AZesting ,i.: Test Report No. HETI-08-2229, dated 01/15/09, signed and sealedyy Gandido F. Font, • • P.E. • • (Submitted under NOA#09-0312.08) • 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2dr-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. (Submitted under NOA#09-0312.08) Manuel P • NOA No. 15-1728.05 Expiration Date: May 27, 2019 A proval Date: September 03, 2015 P.E. 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 AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® 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 "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. • • • • . F. STATEMENTS .... . •.•. . .. • • . 1. Statement letter of conformance, complying with FBC 5th Editio>s{2014), and of no . financial interest, July 8, 2015, signed and sealed by Javad Ahn'lad; P.E. . • • G. OTHER ..•• .... •.•. . . • . .. •• .•.• . 1. Notice of Acceptance No. 143-0317.01, issued to Eco Window.Systems, LLC for their Series "Eco-Guard 200" Aluminum Horizbntal Rolling Window — Is.M.I. ��app.oved on 04/10/14 and expiring on 05/27/14. . .. • •• . ••• • . • . E-3 Manuel z, P.E. onr NOA No. 5-0728.05 Expiration Date: May 27, 2019 pproval Date: September 03, 2015 72' _11 11_ ....71. ----F _,It 11_ - -i1-==4-, _ M ,2i �S n N 4 O 0 p — I 11 11 I E =--1 1 /. I =/ „C.L �,I 3 11 D 11O 1G-- 1 11 /. 1 11 -,,/ I _ I �-� 1-- 1 I II I 1 . MUNRNS (SURAPPLIED) BE USED 31 1/4" D.L. OPG. 35 3/8' l• 32 3/4" D.L OPG. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. z 1/8" HEAT STREN'D. GLASS .090' Interlayer By 'Kuraro Americo, Inc.' 1/8" Hy ' -EN'D. GLASS SIUCONE DOW CORNING GE SCS 2000 29 AT 1/4 POINTS ON WIDER THAN 36" GLASS TYPE 'A' 1 1/8" HEAT STREN'D. GLASS .090" Interlayer SentryGlas By 'Kuroroy America, Inc.' 1/8' HEAT STREN'D. (VACS A 0 111" WINDOW WIDTH 10 5/8" MAX. HEAD/SILL CORNERS I I 1 1 I 1 4" (2) ANCHORS AT MTG. STILE ENDS TYP. (4) ANCHORS REDD. FOR SIZES AND LOADS MARKED WITH '°' ON SHEET 2 ONLY U _,1 1 —____t 11 / 1 _ _ D O _1_ -} __11 ___if- /' 1 /• _ IL =—=r=—=-ice—= I I /�-I B 3 —4 ---L ---r--=ZC—= - I /11 1 , — FALSE MUNTINS (SURFACE APPLIED) . MAY BE USED TYPICAL ELEVATIONS SILICONE DOW CORNING 899 GE SCS 2000 AT 1/4 POINTS ON USES 9 WIDER THAN 38" ONLY GLASS TYPE 'B' GLAZING OPTIONS 1 I,1 32 3/4" D.L. OPG. 36 7/8' VENT WIDTH it I i I I ,tI I J 32 3/4' D.L. OPB"--"r TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. 1/8" HEAT STREN'D. GLASS 5/16" AIR SPACE 1/8" HEAT STREN'D. GLASS 090' Interloyer Butocite PVB By 'Kuroroy Americo. Inc.' 1/8" HEAT STREN'D. GLASS CARDINAL XL EDGE SPACER • �T. WE; •SI • DOW • m ECO-GUARD SERIES-200 ALUMINUM HORIZONTAL ROLLING WINDOW D CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIOE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROWNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL WILL APP THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY _HURRIC�ANE ZONE (HVHZ). {� ewOD"BQCRS"TiY OTHERS, MUST BE ANCHUKLU PRUI 1ILY IU I HANSr GK LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. • • • • A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • • • • • • • • •• • • • • • • • • • • • AT 8,4I POINT* • • • ' AU•SIZES • GLASS TYPE 'C' • • • • • • • • • • • • •• • • • • • • ALL SHIMS TO BE HIGH IMPACT, NON—METAWC AND NON —COMPRESSIBLE. •• •• ••• • • • NG ItILOCK1 IT • • GLASS (Np s& Lf A. GLASS H GLAZING' READ LLG TO CLEAR BLOCKS MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • Engn JAVAD AMMO CML RA. PEi CAN. 3 �4 A2015 PRODUCT REVISED as complying with 111e Florid• Building Code Aeccplance No I • LA Bc imtion Date By Mi Product Con s.45 LL Hi w B a 0 0 N 2 c B A a 1 li drawing no. W09-12 sheet 1 of 7 DESIGN LOAD CAPACITY - PSF (X0, OX OR XX SIZES) WINDOW DIMS. I/O REINF. WITH REINF. A GLASS TYPE 'A' GLASS TYPE '8' GLASS TYPE 'C' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 37• 26" 4 70.0 80.0 80.0 90.0 70.0 80.0 53-1/8' (3) 6 70.0 80.0 80.0 90.0 70.0 80.0 74' 8 70.0 80.0 80.0 90.0 70.0 80.0 28-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 37" 38-3/8' 4 70.0 80.0 80.0 90.0 70.0 80.0 53-1/8" (4) 6 70.0 80.0 80.0 90.0 70.0 80.0 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 26-1 /2" 4 70.0 80.0 90-0 70.0 80.0 37' 50-5/8" 4 70.0 80.0 80.0 90.0 70.0 80.0 53-1/8' (5) . . 80.0 90.0 70.0 80.0 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 37" 63" 4 68.9 77.5 80.0 90.0 70.0 80.0 53-1/8" (6) 6 70.0 70.0 80.0 90.0 70.0 80.0 74" 8 70.0 70.0 80.0 80.4 * 70.0 80.0 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 48" �3) 6 70.0 80.0 80.0 90.0 70.0 80.0 60" 6 70.0 80.0 80.0 90.0 70.0 80.0 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 24' 4 70.0 80.0 80.0 90.0 70.0 80.0 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 48" �4) 6 70.0 80.0 80.0 90.0 70.0 80.0 60" 6 70.0 80.0 80.0 90.0 70.0 80.0 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 48" �5) 6 70.0 80.0 80.0 90.0 70.0 80.0 60" 6 70.0 80.0 80.0 90.0 70.0 80.0 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 36' 4 70.0 80.0 80.0 90.0 70.0 80.0 48" �6) 6 70.0 70.0 80.0 90.0 70.0 80.0 80" 6 70.0 70.0 80.0 90.0 70.0 80.0 72' 8 70.0 70.0 80.0 87.6 * 70.0 80.0 A= NO. 0 OF ANCHORS MAX. LOAD FOR THESE SI S -90.0 PSF WITH (4) ANCHORS AT MTG. STI . ENDS HEAD & SILL LEFT AND RICHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS 'XO OR OX' DESIGN LOAD CAPACITY - NSF (XOX SIZES) WINDOW DIMS. A WIG REINF. WITH REINF. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4' 26" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 74 38-3/8" 9 70.0 80.0 80.0 90.0 70.0 80.0 106-1/ (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 50- 8. 9 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (5) 12 70.0 80.0 80.0 90.0 70.0 80.0 111 - 12 70.0 80.0 80.0 90.0 70.0 80.0 74' • 70.0 70.0 80.0 90.0 70.0 80.0 106-1/4" �G) 12 0.0 70.0 80.0 82.6 * 70.0 80.0 111' 12 7'. • 70.0 80.0 80.4 a 70.0 80.0 72' 9 70.0 :..0 80.0 90.0 70.0 80.0 64' 24" 9 70.0 8.. • 80.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 0.0 90.0 70.0 80.0 108' 12 70.0 80.0 80.. 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 •..0 70.0 80.0 84" 36" 9 70.0 80.0 80.0 90.. 70.0 80.0 96" (4) 12 70.0 80.0 80.0 90.0 • 0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 . • . 84" 48" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (5) 12 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 70.0 80.0 90.0 70.0 8 84" 60" 9 70.0 70.0 80.0 90.0 70.0 80.0 96" (6) 12 70.0 70.0 80.0 90.0 * 7 80.0 108" 12 70.0 70.0 80.0 87.6 * 70.0 80.0 A - NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB * MAX. LOAD FOR WITH (4) ANC T SE SIZES IS -90.0 PSF S AT MTG. STILE ENDS (1/3w) (1/3W) (1/3W) OP ' ' TING VENTS J8 tE ?/ 3F:H E:WIN9 WITH • • • • • • • • 'XI) • • • - ••• •• • • • •• DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A W/0 REINF. WITH REINF. GLASS TYPE' 'A' GLASS TYPE '8' GLASS TYPE 'C' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" 26" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 111' 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 38-3/8, 9 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (4) 12 - - 80.0 90.0 70.0 80.. 111" 12 - - 80.0 90.0 70.0 :..0 74' 50-5/8" 9 70.0 80.0 80-0 90.0 •. 80.0 (5) 74" 63' 9 70.0 70.0 80.0 ...0 70.0 80.0 (6) 72" 9 70.0 80.0 -..0 90.0 70.0 80.0! 84" 24" 9 70.0 80.• 80.0 90.0 70.0 80.0 96" (3) 12 70.0 .0.0 80.0 90.0 70.0 80.0 108" 12 7.. 80.0 80.0 90.0 70.0 80.0 72" 9 0.0 80.0 80.0 90.0 70.0 80.0 84' 36' 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 108" - - 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 8 " �5) 9 70.0 70.0 80.0 90.0 70.0 80.0 ' 6" 12 70.0 70.0 80.0 90.0 70.0 80.0 72" 60' 9 70.0 70.0 80.0 90.0 70.0 80.0 (6) ALL EXTERIOR(+) 'OAD• �•SHOWN•ON itiIS SHEEP QRF• • • FOR WINDOWS WWII ADD -Ord FVE: 7'ft•FRAWE SS L•L. • • FOR STD. SILL xUQ RITR) LIMIT EXT!(+I LOADS 70 17.E) PSF SEE SHEET 3 FOR DETAIL. • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A = NO. OF ANCHORS PER HEAD & SILL = NO. OF ANCI ORS PER JAMB (1/2W) 4 (1/4W) OPERATING VENTS TO BE 1/4 OF THE WIND'` 10TH 'XOX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS-DEC-219 Engr. JAVAD AHMAD CML FLA. PE 1 70592 C.A., . 3538 0 20 PRODUCT REVISED a+ complying with the Florida o*gAw Code A % .o 28 eR coeplmce No Ex imlion Date �� V ' =1 J 0 g 19 COMP -ANL\W09-12E00 FAX (305) 885-5902 0 V C 0 0 8 L0 0' on 7, 0 o drawing no. W09-12 sheet 2 of 7 W1 EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST METAL STRUCTURE TYP CAL ANCHORS SEE ELEV. FOR SPACING MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. TYP CAL ANCHORS SEE ELEV. FOR SPACING WEEPHOLES: W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END AND 37" O.C. MAX. SEALANT; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. WOOD BUI<• •• EDGE DIST. N � • •• • •• a x gig... • • IY4•� •• • • •- • • • • •• • •, • " • mom A CNOR• SE• as/. s,R SPEC TYPICAL ANCHORS SEE ELEV. FOR SPACING (WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELM' (Fu=177 KSI, Fy=155 KSI) IN 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4"_UM ElMIFT1 INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) GR5) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MI - I MII'i. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD. SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS I'm = 2000 PSI MIN. • • • • • • • • • •• • • • • • • • • • THK. = 1/8") En9r.' AVAD NIMAD CML PRODUCT REVISED as complying with the Florida Building Code Accoplance No I 0 ZOI: Ex irati. Date By Mien ade Product z p I:6 Ca g 0. ego o v D M a (< Q <� o r4rAA�¢ w;9, Q W;1E 0 COMP-ANL\W09-12EC0 a 8 th H 1 `o a far. v 8 2 2 8 3 0 UPDATED TO 2014 FOC .o YI 'w w v S iS 52 2 S 5 11, 6 drawing no. W09-12 sheet 3 of 7 • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPAgN !�1 METAL RUCTURE 1/4" MAX. SHIM I /2" - - - SCREEN OPT. 17 20,. AT�,_ 0 ___ e a STEEL REINFORCING AS REDO. SEE SHEET 2 FOR CAPACITY WINDOW WIDTH VENT WIDTH XO LAYOUT !Ii1Nth, aryl i D.L. GPO. 17 1/4• MAX. SHIMS 18Y WOOD BUCKS TYPI HORS SEE ELEV. FOR SPACING VENT WIDTH D.L. OPG. --SCREEN OPT EXTERIOR INDOW WIDTH SCREEN OP' STEEL REINFORCING AS REOD. SEE SHEET 2 FOR CAPACITY 1/4" MAX. SHIMS 1BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS —SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVED MULLION SEE SEPARATE NOA XOX LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • • • • • • • • • • • • • • • • •• • • • • • • • ••• • • ••• ••• • WINDOW WIDTH • • • • • • • 000 • • • • • • • • • • • • • 11100 • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 fig" VI 0 0 Engr. JAVAD AHMAD CIVIL FLA. PE 4 70592 CAN. 538 2015 PRODUCT REVISED an complying with the Florida Building Code Acceptance No I E. lumina Date B Mi ode AIL U COMP -ANL\W09-12 8 05) 885-5902 n • O C • it drawing no. W09-12 (sheet 4 of 7 ) EDGE 01ST. METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING P_AMP? .� eni ALT. EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAIAI—DADE COUNTY APPROVED MULLION & MULUON ANCHORS SEE SEPARATE NOA EDGE GIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS <2 SEE ELEV. FOR SPACING ALT. •• ••• • • • • • • • • • • • • • • •• ••• •• • • • •• INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • ..• . • ••• ••• • ALT. Engo JAVAD AHMAD CIVIL FLA. PE / 70592 CA.. 3538 02015 PRODUCT REVISED as complying with the Florida Building Code Acceptance No 0 y�.0 E nation Dale -- By Miami 3 S th 0 n 1i9 h A A 3 n 1 UPDATED TO 2014 FBC h .5 72. %1 2 scale: 1/2' a 1' drowing no. W09-12 sheet 5 of 7 ••• • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • • • •• •• ••• • • ••• • • 2.750 3.249 V .813 .500 1.718 --1.140--F- —1.610 O FRAME HEAD I- 2.750 FRAME SILL .062 SILL TRACK O VENT TOP/BOTTOM RAIL Q JAMB STILE MEETING RAIL .1871 2.750 .062 J, I�I .874 L 1.687-- MOV. FRAME JAMB 2.812 O FIXED MTG. RAIL .750 r 2.812 .062— 2.750 FIXED .969-1 1.688 FRAME JAMB 3/16' .sTI 1" VA STEEL REINFORCING .519 1 .7+- .0I45 03 2.611 28 FLUSH FRAME ADAPTER ITEM PAfIT / QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIE MARES 1 ,., FY201 1 FRAME HEAD 6063-T6 - FY202 1 FRAME SILL 6063-T8 /,7 3 FY203 1 SILL TRACK INSERT 6063-T6 - 4 FY205 AS RE00. MOV. FRAME JAMB 6063-T6 - 5 FY101 AS REOD. FIXED FRAME JAMB 6063-T6 - 6 FY104 1/ VENT FIXED MTG. RAIL 6063-T6 - 7 FY105 1/ VENT VENT INTERLOCK 6063-T6 - 8 FY206 I/ VENT JAMB STILE 6063-T6 - 9 FY107 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - 10 FY108 AS REDD. GLAZING BEAD (LAM. GLASS) 6063-T6 - 10A F(110 AS REOD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-16 - 11 - AS REDD. REINFORCING BAR STEEL - 12 - AS REDD. REINFORCING BAR STEEL - 13 FY204 AS REEDIT. ADD -ON SILL RISER 6063-T6 USE AS REDD. 14 FY208 4/ VENT ROLLER HOUSING & GUIDE CELCON - 15 FY209 2/ VENT ROLLER BRASS - 16 FY210 2/ VENT ROLLER PIN ST. STEEL - 17 #8 X 1" AS REDD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 18 #8 X 3' 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS 19 W23181 AS REDD. FIN SEAL W'STRIPPING - ULTRAFAB 20 0300T190 AS REGD. BULB SEAL 0-LON SCHLEGEL 21 E207 AS REOD. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETER 65t5 22 E203 AS REGD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB. DUROMETER 65t5 23 FLB-So AS REDD. GLASS SPACER SILICONE FRANK LOWE 24 SL203P 2/ VENT SWEEP LATCH - SULLIVAN & ASSOC. 25 #8 X 1/8" 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS 26 WA2L 2/ WOW. WEEP VALVE - PREFERRED ENG. PRODUCT 27 - 1/ VENT 5/16" BOX SCREEN - OPTIONAL 28 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 29 - 2/ LEE SETTING BLOCK EPDM OUROMETER 80t HOPE A •• ••• • • • • • •• • • • • • • • • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0•• • • • • • • • • Engr. JAVAD AHIMMD CML FU1 PE / 70592 C.A.N. 3538 PRODUCT REVISED complying wilt De Flolide Building Code Acceptance No l8 '1 O IN imlion Otte Dy Mim fladc Product Conk .o D S B C S P 21 drawing no. W09-12 (sheet 6 of 7 VENT TOP/BOTTOM CORNERS FIXED MTG. RAIL CORNER • • • •• • • • • • • • • • • • • FRAME BOTTOM CORNER • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • Engr. JAVAC AHMAD CIVIL M.CA E. / 5397a592 9 0 2015 PRODUCT REVISED m complying with the Florida Building Code Acceptance Nor -V 2LC5 Exhalter Dale SF?R!W ' a19 0 COMP-ANL\W09-12EC0 J 1O N m & W 0- w 8 03 to 0 o'`. 3Z O d J o O _w Woi ::-J2 A 9 0 Ii 0 2 G a drawing no. W09-12 (sheet 7 of 7 ) DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NO OA co Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy 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 (inrareas 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 jurisdictipu. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product.Gontrol • Section that this product or material fails to meet the requirements of the applicable Sbildit cod • : •: • • This product is approved as described herein, and has been designed to comply with :he Floridtl•Bullding Code, including t DESCRIPTION: APPROVAL D Hi h Series "Eco-Guard 500" Outswing Aluminum Casement Wintio•' L.• M..., • • •; um. Outsss fit g: Casenitst •' Vdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision E dated 06/23/l51'prepared by•Al'Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami —Dade rdirrrt' Product'Control Revision stamp with the Notice of Acceptance number and expiration date by tote Miami-Dssle•�eunty Product Control Section. • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall b • to manu acturer'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 entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 13-0206.07 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P. E. MIAMFDADE COUNTY APPROVED NOA No. 15-0406.10 Expiration Date: May 19, 2021 Approval Date: July 02, 2015 . • • . Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.11-0309.06) 2. Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision E dated 06/23/15, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure,Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • • • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS:20;y94 • • • • • • along with marked -up drawings and installation diagram of a cas&inetit win4BsP,•: prepared by Hurricane Engineering and Testing, Inc., Test Repo nicl. • • • HETI-10-3150 and HETI-10-3151, dated 12/29/10, all signed and Staled by,Candido F. Font, P.E. (Submitted under NOA No. 11-0309.06) C. CALCULATIONS • • • • • • • • ••• •• • • • • • • • 4 • •• •• • • • • • • • • • • • • • •• • • • • 1. Anchor verification calculations and structural analysis, complying witi• Vat 5th • Edition (2014), prepared by Al-Farooq Corporation, dated 0307/1/5 and'06/2j/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. Pro i« t a ' rez, P. E. a r NOA No. 15-0406.10 Expiration Date: May 19, 2021 Approval Date: July 02, 2015 E - 1 • • Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated March 17, 2015, issued by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No: HETI-10-3150 and HETI-10-3151, issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No..11-0309.06) 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 P e , ' . E. Pr s a . i i s Ex. iner NOA No. 15-0406.10 xpira Lion Date: May 19, 2021 Approval Date: July 02, 2015 E-2 etCr—""GNIES-500 ALUMINUM OUTSWING CASEMENT WTNT1nT APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED. AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY�s; HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. /8" HEAT STREN'D. GLASS. Alio .r DuPont Butoc . •VB By 'Kuraray America 1/8" HEAT STREW°. G6 S FALSE MUNTINS (SURFACE APPUEO) MAY BE U x 3 a 0 z MAXIMUM DESIGN LOAD RATING = + 70.0 PS (FOR SIZES SHOWN OR SMALLER) - 75.0 PSF 1/8" TEMP. GLASS ' 3/8" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Interloyer DuPont Butocite PVB By 'Kuraray America, Inc.' 1/8" HEAT STREN'O. GLASS SILICONE DOW CORNING 899 GLASS TYPE 'AA' 37" WINDOW WIDTH 35" VENT WIDTH 29 3/8" A 12" MAX. HEAD SILL 4 \ C TYPICAL ELEVATION 3/16".HEAT STREW°. GLASS .090" Interloyer PRODUCT REVISED DuPont Butocite PVB se complying with the Florida By 'Kuraray America, Inc.' Building Code O/ w O Acceptance NI (71e0eg" i 3/16" HEAT STREN'D. GLASS H�lyad �itDate 7" MAX. HEAD/SILL CORNERS 6 POINT LOCK LOCKING SEE C OINTS W r '. HEIGHT UPTO 26" 38-3/8" 50-5/6" 63" 76" N0. OF KEEPERSAT SASH 2 3 4 5 6 •• • • • • • • •• • •E� • • • V' • • •• • •• • ^i lir ALL jIZE1�ce ! • • • w• TI •(1 I • • AT SILICONE DOW CORNING 899 SEFNNG BLOCKS AT INA. LAC G • • • • • • NOTCH GLAZING B LEG •• • • •• • •• • • • TO CLEAR BLOCKS • •• •• • • • • • • •GLAS% T E•.�• GLAZING OPTIONS ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • NOTg: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS-DEC-219 Engr. JAVAD AMMO CML F1A. PE 70592 CAN. 3538 2 3 2015 COMP-ANL\W11 -05EC0 N a) 0 72. 5 g tr 1.4 drawing no. W11-05 sheet 1 01 6 0 z EDGE DIST. EDGE 01ST. TYPICAL ANCHORS SEE ELEV. 1BY FOR SPACING WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. PICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE T. Fr MIAMI-DADE COUNTY APPROVED I MULLION & MULLION ANCHORS I SEE SEPARATE NOA I I liTED STDGE_ I I WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI. Fy=155 %SI INTO BY WOOD HULKS-UR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1 4" MIN. EMBED IN 0 CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (FIEAD/SILL) 1-1/4'= MIN. EMBED INTO CONC. OR MASONRY (JAMB CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 4I12 SMS OR SELF DRILLING SCREW$ (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) TYPICAL EDGF DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. I in1TC1 wnnn 5royrrdpE ," 010 INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. • • • • CONCRETE AT HEAD, SILL OR JAMBS' re = 3000 PSI MIN. -90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS I'm 2000 PSI MIN. • • • • • • 6 •:• . re. v ItIbi1CTRB SED •aidt • I'ICAL ANQIORS' mil ins •B �• • IIEE ELN. • • A pavlcc NA SPACIN• • IDatc EDGE DIST. • • • • ''Aiazrd rude Product C • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •; •• •• • • • •• •• • • • • • • • • • • • 26. 0 Engr: JAVAD MOMS CML FLA eE A 70592 C.Y. . 3539 N 23Mb z 0.1 0 COMP-ANL\W11 -05ECO 0 0 00 T, ID IC H P REV. PER RER COMMENTS W -ao r. 2 1,5 drawing no. W1 1-05 sheet 2 of 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVED MULUON SEE SEPARATE NOA WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING •• • • • • • • • • •• • • • .• •• . • • • • • • • • •• ••• •• • • • •• • •48DUCPR��i9 • • complying• &.Idln - .,. _ _ • .-- • • • By ode Pro 4lieln Ode Pud Con I • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • )/4" MAX. SHIM Engr: JAVAO AMMO CNR FLA. PE / 70592 CAN. 3538 3201 TYPICAL ANCHORS SEE ELEV. FOR SPACING mIV n • 0 3 a a U J J • N I M • 2 (LJJWjj n cc M1 r ,O ) 0 o"I — Z • m 3Z�M O <d 111 0 L B UPDATED TO 2D14 FBC n , 0 a . `T .. drawing no. W11-05 Csileet 3 of 6 EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING e. ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING ALT. EDGE DIST TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE rr L' MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCH SEE ELEV. FOR SPACING •• ••• • • • 1/4T MAX. SHIMS ALT. ORS • • • • • • • • •• ••• •• • • • •• INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • ••• ••• • . • • • • • • • .. • • • • • • • • • • • . . ••. • • • • • • • • • • • • • • •• •• • • • •• •• PRODUCT REVISED as complying with the Florida � Building O�q- cceptance NoO6• AJ.Q Oration Date Er w„ o.do ., ctCon rel Engn JAVAD GML FLA. PE B 70592 CAM. 3538 MN 2 3 2015 0 0 h J a 0 O n U 8 S 0 b • S drawing no. W11-05 (sheet 4 of 6 FRAME HEAD/SILL/JAMB GLAZING BEAD (5/16" LAM. GLASS) r.130 .60�-�ILI I 4 L GLAZING BEAD (INSUL. LAM. GLASS) F- 394 .803 0 1.047 L 3B GLAZING BEAD (7/16" LAM. GLASS) 2.688 .062 769 2.611 15 FLUSH FRAME ADAPTER 1.750 1.750 .493 .493 CORNER KEY .245 .780____ .120 V� 1.25E -.1-1II{ SNUBBER - FRAME .245 .780 120 I I_r -1 .720 I- SNUBBER - VENT ITEM PART QUANTITY DESCRIPTION MATERIAL. MANP./SUPPLIER/REMARKS-._..,,`_ 1 1 4 FRAME HEAD/SILL/JAMB 6063-76 - 2 E502 4 VENT 6063-76 - FY108 AS REOD. GLAZING BEAD (5/16" LAM. GLASS) 6063-76 - 3A E505 AS READ. GLAZING BEAD (INSUL. LAM. GLASS) 6063-76 - 3B FY109 ' AS REOD. GLAZING BEAD (7/16" LAM. GLASS) 6063-TO - 4 E508 AS REOD. SNUBBER - VENT, FULL LENGTH 6063-76 - 4A E509 AS REDO. SNUBBER - FRAME, FULL LENGTH 6083-78 - 5 E506 OPTIONAL SCREEN FRAME 6063-75 - 7 /10 X I-1/4"• AS REDD. FRAME AND VENT ASSEMBLY SCREWS - H WH 5M5 8 E203 AS REOD. BULB WEATHERSTRIPPING, DUROMETER 65 SANTOPRENE ULTRAFAB ' E203 AS READ. GLAZING BEAD BULB. DUROMETER 65 SANTOPRENE ULTRAFAB 10 35.12.00.400 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL TRUTH, INSTALLED WITH (2) /10 X 5/8" SDS 11 13096.92 1 MULTI POINT LOCK SYSTEM ZAMAK TRUTH 12 - . 6/ VENT KEEPER STEEL - 13 - 1/ VENT ROTO OPERATOR ZAMNI/STL. TRUTH 14 PSJ40-SS 2/ CORNER FRAME/VENT CORNER KEY ST. STEEL - ,. 15 FY120 AS REDO. FLUSH FRAME ADAPTER 6063-T6 OPTIONAL - 3 ANTI SAG SKATE NYLON MA M PLASTICS 17 1-1/4" 2/ SKATE FH SDS SKATE SCREWS - - I8 ;R8 X 3 REDD. FH SMS SNUBBER SCREWS - IN PAIRS 2" APART, PAIRS SPACED /4" O.C. 19 - 2/ UTE CK, 3/16" X 3/4" X 4" LONG EPDM HORS A 20 FLB-50 - GLASS SPACER - Ic7eYrtar. SIUCONE FRANK LOWE 21 - - INSUL. GLASS EDGE SPACER ST. STEEL CARDINAL XL ALL JOINTS AN�ME CONNECTIONS SEALED IT SCHNEE-MOREHEAD SM5504 SEAM SEALER. PARIMETER CAULKING SICAFLEX 15LM ON EXTERIO NLY. MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' AT FRAME JAMB LOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. LOCK BAR SECURED TO JAMB WITH LOCK GUIDES #33489.00.0001 SPACED AT 12-3/4" O.C. MAX. EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS STAINLESS STEEL KEEPERS #31964,92 AT VENT EACH FASTENED WITH (2) #10 X j 5/a" P FH SMS SEE CHART ON SHEET 1 FOR QUANTITIES HINGES; 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' LOCATED AT TOP AND BOTTOM CORNERS FASTENED WITH (2) #10 X 5/8" P PH SELF DRILLING SCREWS OPERATOR: • •• ••• • • • • • •• SINGLE ARM ROTO OPERATOR t 2.13.01g BY• 1i1;14 • LOCATED AT SILL END • • • • • • • • FASTENED WITH (6) #10 X 1 "•li PH 46IU • • • • • • • OPERATOR TRACK #30175 AT BOTTOM RAIL FASTENED WITH (2) #10 X 1" P PH SMS •• • • ANTI —SAG SKATES: • • •• • � • • � • • � • • •-• VINYL ANTI -SAG SKATES BY • M&M :LASTS i • • • • • • • • (2) AT LOCK STILE 'AT"6-S/4" FROM•TOP/BOTTIM-'RAILS• "•` • (1) AT BOTTOM RAIL AT 4. 'MIN .LOCK STILE • • • •' • • • -- EACH FASTENED WITH (2) #10 X 1-1/4" P FH SDS. • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • •• •• PRODUCT REVISED m complying with the Florida Building CodeO4 r5-06 o AcceptanceNo 'Red. Date yGL/20Z'1 By de Pro • at Engr-. JAVAO AHMAD CML FLA. PE / 70592 CAN. 3538 emu' I» w Ig O 216 OG C10 oIL4 O ,- ccg fa > LLZH ▪ 110 U 2 c`m V C 6 Lb_t drawing no., W11-05 sheet 5 of 6 • VENT CORNER •• ••• • • • • • • • . • • • • • •• ••• •• • • • •• •• • • PRODUCT REVISED • c• plyias vAdi 1119l7oi a f • •.tceptsaehL _ 8.04•l • • Ridding Code • • • • • Miami Pmducl C FRAME CORNER Engr. JAVAO NiMAD CMl FLA. PE / 70592 CAN. 3638 g 2015 • 4.9 COMP-ANL\W11-05EC0 6 0 c m 9 a 72. 0 2 c 0 •i L. drowing no. W1 1 —05 sheet 6 of 8 ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• .MIAMMADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.2ov/economy 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 matesiaL fails to perform in the accepted manner, the manufacturer will incur the expense of such test 4ng.and 4,14 may immediately revoke, modify, or suspend the use of such product or material within rtheir jurisdicrtic r.: RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade•ebQflty Prodfet Cbntrol Section that this product or material fails to meet the requirements of the applicable'bitil'di$g code. •, • This product is approved as described herein, and has been designed to comply witEthe Florida Building' Code, including t e Hi arcane .. .. DESCRIPTION Series "Eco-Guard 100" Aluminum Single Hung Window - Is.4r11 APPROVAL D • • .... lum. Wdw. • (L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09, with revision E dated 06/23/13, pr fared lry• iiiel%Farooq. Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade• ptinjy ProLllipt IQontrol Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dadd:County Product Control Section. _----N MISSILE IMPACT RATING Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the- manuPacturw?name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. ' TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. I INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 14-0317.02 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. 1 The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI•DADE COUNTY APPROVED 612015 NOA No. 15.0406.12 Expiration Date: April 08, 2019 Approval Date: July 02, 2015 • . . 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 06/23/15, 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 akun"iidum singlehung .. window, prepared by Fenestration Testing Laboratory, Inc., Test Iteport No p • • • FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Bri? &.i P.E. • .. (Submitted under 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 par.FBt TAS•2Q2!94 • 3) Water Resistance Test, per FBC, TAS 20214• • • 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 ' along with installation diagram of a 10642" wide x 76" high• 3O;Guar:Ueriis-10q • aluminum single hung window, prepared by Hurricane Engineering & Teetiatg' 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 10642" 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 53 '/4" wide x 76" high ECO-Guard Series-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2168, dated 12/15/09, signed and`sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.07) ez, P.E. xaminer Expiration Date: April 08, 2019 Approval Date: July 02, 2015 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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. 09-0229.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th 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 ResourcMR) • ••• • • • •• • • • • • • E. MATERIAL CERTIFICATIONS "" • 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray q isa, Ing,, Mgr theit.;. • • "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15,•a1pidng on' 12L1t/16. • • F. STATEMENTS •' ' ' • • • • 1. Statement letter of conformance, complying with FBC-5th EditionLZQ14), and of no • financial interest, dated March 17, 2015, issued by AI-Farooq CM'rpofation,' §ign$d 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. 14-0317.02) 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. 09-0224.07) G. OTHERS 1. Notice of Acceptance No. 14.0317.02, issued to Eco Window Systems, LLC for their Series "Eco-Guard 100" Aluminum Single Hung Window - L.M.I., approved on 04/10/14 and expiring on 04/08/19. Manuel �� P.E. Product Con NOA No. 1 0406.12 Expiration Date: April 08, 2019 Approval Date; July 02, 2015 E-2 • • (SURF ECO-GUARD SERIES-100 ALUMINUM SINGLE HUNG WINDOW CIDII LOA9 Rennes run ,ncoc w1NUUwS TO B AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN. BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE STSI EM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). Inuc, MU]I tit ANUHUNI PROPERLY TO, TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD, DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. 6' MAX 53 1/8" .0. (FIX. LITE) 12" MAX. 0 HEAD v JI II II I I / f II t 0 u II I I II I 1 u it II I I t u t t t 1 t off- t q II I NO ANCHORS AT SILL 47 3/8" • SWEEP LATCHES AT 12-1/2" FROM ENDS TYP. HEAD CORNERS FALSE HUNTINS (SURFACE APPLIED) OPTIONAL LOADED LATCHES FROM ENDS nONAL To SWEEP LATCHES TYP. TYPICAL ELEVATIONS TESTED UNITS •• ••• • • ♦ • • •• • • • • • • • • •• ••• •••• 53 1/8. WINDOW WIDTH 47 3/8" D.L.O. (FIX. LITE) 12" MAX. O HEAD 3 ) I =_H= I 1 1 13 3J1 II I II y1 , J„% __' ===_I{=_=- III II II II II I - I I I C 11 11 �II _ J NO ANCHORS AT SILL 47 3/8" D.LO. (VENT) 50 3/16" VENT WIDTH UNEQUAL LITES (ORIEL TYPE) THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. • • • • • • • • �--I1mDec1 It_ti-s • • • r compfyingarith eFidd4 • • • • • IlgCod• Ayr_ VWo • • Atapo • •'• vmion Dec 1•• • •• By Mira Dade Product Contra • • • • • • • • • • • • • • s • • • • • • • • • • • • • • • • • • • • • • • • •• •• • ♦ • •• •• • • • • • • • • • • • JAVAD ANMAD CIVIL FLU. PE (1 70592 CAN. D838 232U 5 mw ' V m a I V c�J gig nnN 4 � W nQ9•-a V a 0 m Co doG: 02-12-09 scab: 1/2'-1'-0' 4 drawing no. W09-08 (sheet 1 of 6 • EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF GLASS TYPES FLANGE DIMS. A', D & 'C. WIDTH HEIGHT EXT.(+) 1NT.(-) 19-1/8" 75.0 90.0 24' 75.0 90.0 26-1/2" 75.0 90.0 32' 26 75.0 90.0 37' (3) 75.0 90.0 40' 75.0 90.0 48' 75.0 90.0 53-1/8' 75.0 90.0 19-1/6' 75.0. 90.0 24' 75.0 90.0 26-1/2' 75.0 90.0 32' 38-3/8' 75.0 90.0 37' (4) 75.0 90.0 40' 75.0 90.0 48' 75.0 90.0 53-1/8' 75.0 90.0 19-1/8" 75.0 90.0 24' 75.0 90.0 28-1/2' 75.0 90.0 32' 50-5/8' 75.0 37' (5) 5.0 90.0 40' 75.0 90.0 48' 75.0Q-1 53-1/8" r 75.0 90.0 19-1/8' ra.0 etw- 24' 75.0 90.0 26-1/2" 75.0 90.0 32' 63" 75.0 90.0 37' (6) 75.0 - 90.0 40" 75.0 90.0 48" - 75.0 90.0 53-1/8" 75.0 90.0 19-1/8' 75.0 90.0 24' 75.0 90.0 26-1/2" 75.0 90.0 32' 76" 75.0 90.0 37' (7) 75.0 90,0 40" 75.0 90.0 48' 75.0 90.0 53-1/8" 75.0 90.0 WIDTH r NOTE: GLASS CAPACITIES ON THIS SHE ARE BASED ON ASTM E1300-09 (3 SE . GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC- EQUAL LITES 1/8' GLASS .090" Interlayer n u • By 'Kuroroy Amen 1/8' HEAT STREN B Inn SILICONE DOW 899 GLASS AT 1/4 POINTS ON LOT WIDER THAN 36' ONLY GLASS TYPE 'A' UNEQUAL LITES WINDOWS DESIGN IAA CAPACITY - PSF G SS TYPE GLASS TYPES FLANGE DIMS. A' B' & "C' WIDTH HEIGHT EXT.(+) TNT.(-) EXT.(+) 1NT.(-) 19-1/8" 75.0 90.0 75.0 90.0 24" 75.0 ` .0 75.0 90.0 26-1/2" 75.0 90. 75.0 90.0 32" 50-5/6" 75.0 90.0 75.0 90.0 37' (5) 75.0 90.0 75.0 90.0 40" 75.0 ' 90.0 .0 90.0 48' 75.0 90.0 75. 90.0 53-1/8" 75.0 90.0 75.0 90.0 19-1/8" 75.0 90.0 75.0 90.0 24" 75.0 90.0 75.0 0 26-1/2' 75.0 90.0 75.0 90. 32" 63" ' 75.0 90.0 75.0 90.0 37' (6) 75.0 90.0 75.0 90.0 40" 75.0 90.0 75.0 90.0 48' - - 75.0 90.0 53-1/8" - - 75.0 90.0 19-1/8' 75.0 90.0 75.0 90.0 24" 75.0 90.0 75.0 _ 26-1/2' 75.0 90.0 75.0 90.0 J2" 76' 75.0 90.0 . 90.0 37' (7) - 75.0 90.0 40" - 75.0 90.0 48' - - 75.0 90.0 53-1/8" - 75.0 90.0 3/16" HEAT STREN'D. GLASS .090' Interlayer DuPont 8utocite PVB By 'Kuroroy Americo. Inc.' 3/16" HEAT STREN'D. GLASS SILICONE DOW 899 0. OF ANCHORS PER JAM z • WIDTH \i rnF� i. �v UNEQUAL LITES (ORIEL TYPE) 0 QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. z f Nr • •k ••i •••• •�1{" _T• • •I'i _ •• ,••• • ILI �= cl'ir-- 0 AT 1/4 POINTS ON UTES AT 1/4 POINTS WIDER THAN 3111" MO* • al CI ALL SIdcS GLASS TYPE 'B' • • • • • • GLASS TYPE•'C• • • • • • • • •• • • GLAZING OPTION • • • • • • • • .. • • • • • • • • • • 1/8" HEAT STREN'D..GLASS 5/16' AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Interlayer DuPont Butocite PVB By 'Kuroroy America, Inc.' By di 1/8' HEAT STREN'D. GLASS • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • SILICONE DOW 899 PRODUCT REVISED as complying with the Florida eaBaagCl s-0-,a1.0�1.6IL '9auaaD"� etV .9 SETTING BLOCKS AT LAM. GLASS AND INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS Engr. JAVAD AHMAO ET/IL L1A PE 1 70592 CAN. 3fi38 /015 fltra 502 a V '4 V. g 0 4 s • drawing no. W09-08 sheet 2 0lJ a TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE' DIST d.' OPTIONAL TO BOTTOM LATCH TYPICAL ANCHORS SEE ELEV. FOR SPACING •• • • • • MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. a EDGE DIST TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA ULTRACON BY 'ELCO' (F0-177 KSI. Fy155 K51) 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. a e. •: „, SONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/2" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS INTO MIAMI—DADE COUNTY APPROVED MULIJONS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL : 1/8" GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) —(6TCC MINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND M = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. • • • • • • • • • • WOOD AT HEAD. SILL OR JAMBS SC = 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS ern = 2000 PSI MIN. • •• • • • • •• • • • •PR`V • • • • • .,sanglyi•DUQTR�wilh P�pcid� • l' Bonding Code — 04" o 6..�'L2- AcimptenceNo 9 a:. ink • Dee+.S".7t'J. g.0i • • • • NY ✓u..� . . • •• • t:..' 'duo"• • • • • • S N • • • • • • •• •ALL .101NIgif AND FRAME CONI•ECNON6 SEALED WITH JOINT S LER.• • • • • • . ••• •• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • Engr. JAVAD AHMAD CML FLA PE 170592 C.A.N. 3538 015 COHP—ANL\W09-08EC0 A U) Es U B B B [data: 02-12-09 • 1.4 drawing no. W09-08 sheet 3of 6 MIAMI-DADE COUNTY APPROVED MULLION SEE SEPARATE NOA WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH VENT WIDTH SCREEN OPTIONAL EXTERIOR D.L. OPO. WINDOW WIDTH J • •• ITEM # PART I RIND. DESCRIPTION MATERIAL MANF./SUPPLIER/RE KS 1 FY101 1 FRAME HEAD 6063-T6 - 2 FY1 1 FRAME SILL 6063-T6 - 3 103 2 FRAME JAMB 6063-T6 - 4 FYI04 1 FIXED MTG. RAIL 6063-T6 - 5 FY105 1 VENT TOP RAIL 6063-TB - FY114 1 VENT BOTTOM RAIL 6063-76 - 7 FY107 2 VENT SIDE RAIL 6063-T6 - 8 FY108 AS ROD. GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 - BA FY109 AS ROD. GLAZING BEAD (7/16' LAM. GLASS) 6063-T6 - BB FY110 AS ROD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - 9 FY116 2/VENT SASH STOP 6063-T5 - 11 - FYI13 2/VENT SPRING LOADED LATCH. AT T FROM ENDS 6063-T6 - 1IA - 1/ LATCH LATCH SPRING ST. STEEL - 12 5L203P 2/VENT SWEEP LATCH, AT 12-1/2" FROM ENDS ZAMAK SULLIVAN & ASSOC. 12A IN X 5/8" 2/ LATCH LATCH INST. SCREWS ST. STEEL FH SMS 13 - AS RECD. SETTING BLOCK EPDM DUROMETER 80±5 SHORE A 14 #8 X 1" AS REOD. FRAME & VENT ASSEMBLY SCREWS CRS PH SMS 14A 18 X 3/8" 2/ VENT BOTTOM RAIL ASSEMBLY SCREWS CRS PH SMS 15 E207 AS REOD. BOTTOM RAIL SEAL - SERIES 101 NEOPRENE ULTRAFAB 16 E203 AS REOD_ GLAZING BEAD BULB SANTOPRENE ULTRAFAB 1B W23181 AS REDO. FIN SEAL W'STRIPPING - ULTRAFAB 19 FYI17 4/ VENT SASH GUIDE CELCON HAM PLASTICS 19A +6 X 3/8" 1/ GUIDE SASH GUIDE INST. SCREW CRS OH SMS TYPE B 20 F210 2/VENT SASH BALANCE - SUPERBOOST BY BSI 20A /8 X 5/8" 1/ BALANCE BALANCE INST. SCREW - P FM SMS 21 - AS REOD. GLASS SPACER SIUCONE FRANK LOWE 22 - 1 5/18' BOX SCREEN - OPTIONAL FYI20 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 4 INSUL. GLASS EDGE SPACER ST. STEEL CARDINAL XL BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING Wii� / •1n worm, •• • S Y. •� T '• °ti • • W • .l':•'. •' •• •• ••• •• ••. • • • • • •• • •• • • • • • • : / • • • • lb • • • as .'omBYNfWith Ihe 14LheN 4 4'12 BAdAGE •• •• Alkeptanlb Noi"' • • • • • • IRRAbfl Date 7 Rv .1/ai� do Product C • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • METAL STR TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX SHIM Emir: JAVAD AIPJAO CML FLA. PE / 70592 CAN. 3W8 0 C v 0 C 38 u 0 0 E 8 B U 8 U drawing no. WO9-08 sheet 4a1 6 EDGE 015T. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING :M O ALT. EDGE GIST METAL STRUCTURE MIAMI—DADE COUNTY APPROVED MULUON & MUWON ANCHORS SEE SEPARATE NOA EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING •• • • • • • • • • •• • • • • • • • • • • • • • • • • INSTMATflAI•DieATLS IOITII•FLVSII•FRAME ADAPTER • • • • • • • • • • • • •• • .• • • PRODUCT REVISED oemplyi•p wit the RIoIibe • EoIdini•Cnd• • AcRpIl co No • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • ALT. Engn JAVAO NAIAD CIVIL FLA. PE / 70592 C.A.N. 3538 viz Z015 (hV a O n N V IS A 3 A N O tri S drawing no. W09-08 sheet 5 of 61 88 2.750 -.062 s ' 1 .750 .813 01 2.812 FRAME HEAD Q FIX, MEETING RAIL r-1.281--1 2.750 .078 062 1.140 2.061 2.874 FRAME JAMB VENT TOP RAIL 5 519 .803 1.047 .803 GLAZING BEADS 4 �{ I-.130 .803 1.047 1.067 .062 1.140 .621 VENT SIDE RAIL 1.929 2.027 I -.062 2.773 1.750 -1.140- VENT BOTTOM RAIL 1.254 .078 1.247 1.445 .963 SPRING LOADED LATCH 2.974 .062 .874 3.002 .500 12.750 FRAME SILL 2.688 .062 .500 2.611 769 23 FLUSH FRAME ADAPTER 0� 1 • •• 1.11 : : PRODUCT REVISED • a•• di wnrylyi•9 WIIh Ok Fladda • • •BuiWlagrCod• • • • • • A SpIIa a No • • •• lC • •• •E� • • • • • • • • • • • • • •• • • • • • • FRAME CORNERS DETAIL ay • • • • • • • • • ••• ••• • • • • • • • • • • • • • •• •• • VENT CORNER DETAIL Eng', JAVM) M-MAD CIVIL R.A. PE / 70592 C.L.N. 3.538 2015 1t • p F. 9 O a CG " a V C ogleg ei Q it• a3LL 6 Z 0 o J Oa) J 4 6 12 k 5, 0 rn a. vi 0 1 S 0 dots. 02-12-09 drawing no. W09-08 sheet 6 of 6 MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION CE (NOA MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, •Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy ECO Windows Systems, LLC 9114 N. W. 106th Street, Medley, FL 33178 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 Buildicredde, ._ • •5•• including the ig DESCRIPTION Series 600 Aluminum Outswing Doors-L.M.L APPROVAL DO - • _ - i , filed `Series 600 Alum OufNitt Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dateM113/12.and,laat revised on SEP 04, 2015, signed and sealed by Javad Ahmad, P.E., bearing the Miami-DA co inty Pro&uct•Contr8t: • •. Revision stamp with the Notice of Acceptance number and expiration date by the Miami.ade County gIgauct Control Section. - .. • • ••• . . . .• . . . MISSILE IMPACT RATIN : Large and Small Missile Impact Resistant 1 Limitation:: • • • 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2 . See Single or Double boor l3riatigs with sidelites (w/wo Reinforcement) and Standalone Single sidelite rating in sheet 3. The max door leaf wid l shall not to exceed 37". See locking options 1 & 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 w/ .090" Solutia interlayer. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this'NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. 'ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #12-0402.03 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. .. . . . • . • . • . MIAMI•DADE COUNTY APPROVED . . . NOA No. 15-0603.13 Expiration Date: March 20, 2019 Approval Date: Oc Page 1 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-12-4027date4,43/16- 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 Jung ££, 2012, • • issued by Hurricane Engineering & Testing, Inc., signed and sealed by RafaelN Y1roz-Setra, P. E. C. CALCULATIONS ••.•• •• 1. Anchor verification calculations and structural analysis, complying with FBE3-014(NI Idition),.... prepared by Al Farooq Corporation, dated June 02, 2015, signed and sealed"tf Javad•ithrrlad, PA; • • • 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. D,uPont 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 (5th 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, expiring 03/20/19. 2. Test proposal, dated 10/14/11 and 02-21-12approved by PERA. t...,,. 1'shaq I. Chanda, P.E. Pro NOA No. 15-0603.13 Expiration Date: March 20, 2019 Approval Date: October 15, 2015 • E-1 ERIES 600 LUMINUM OUTSWING ENTRANCE D00I SINGLE (X) AND DOUBLE XX) LEAF DOORS SEE SHEET 2. STAND ALONE SINGLE SIDELITE SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. — I"TIiIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 181� LBT W000 BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. 8 HEAT .090" Interloyer Butocite PVB By 'Kuraray Americo, Inc.' 1/B' HEAT STREN'D. GLASS SS SILICONE DOW CORNING 899 3/16" HEAT STREN'D. GLASS .090' Interloyer Butocite PVB By 'Kuraray America, Inc.' 3/16" HEAT STREN'D. GLASS SIUCONE DOW CORNING 899 •I SETTING BLOCKS AT LAM. GLASS REOD. FOR WIDTHS EXCEEDING 36' ONLY NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLASS TYPE 'Cl' 1/8' TEMP. GLASS 5/16' AIR SPACE 1/8' HEAT STREN'D. GLASS 090' Inledayer Sallee Clear And Color Gloss By 'Eastman Chemical. Co.' 1/8' HEAT STREN'D. GLASS GLASS TYPE 'G2' SIUCONE DOW CORNING 899 ST. STEEL METAL SPACER SILICONE SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG. TO CLEAR BLOCKS GLASS TYPE 'G3' • •• • • • • • • • • •• • • • • • • • • •• • • • •• • • • •• THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. • • • • • •" • • • • • • • • • • • • • • • • • • • • • . • • • • • •• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • Engs .IAVAD AHMAD OWL FAA. PE % 70592 CAN. 3538 4 2U15 PRODUC r REVISED re emptily I►e Fled* lorrateICo* Ts-6La r Aeeep4•ee N. pypknNW. DeIsH`wIIE 2e12b ' s�� 1•"ANN•'- MIia T 61Mr Frahm Ce.leol COMP-ANL\W12-08EC0 8 J I B E o oa bOE 0 S A 8 drawing no. W12-08 sheet 1 of 9 FAO/SILL CORNERS 3/4' MAX. FRAME WIDTH 12" MAX. HEAD SILL FRAME HEIGHT 96 3/6" !1 I "• \I n / n / v — (.3m 2 — o J — — — / IIIji111ii / H f--ri / II,,. / iY.• u.,,, I'! L \ \ TI \ I \ \1 :\ : O \ \\ ACTNE SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED • 26 15/16" D.L. OPG. LOCK OPTIONS #1 OR /2 (OPTION 2 SHO SEE SHEET 7.1 FOR DESCRIPTION DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) .. _ DOOR DIMS. LAMINATED GLASS FRWDTH WDTH LEAF WIDTH HEGH/ HEIGHT EXi.(+) .INT.( 39-3/4' 37"I 98" 70.0 75 76" MAX. FRAME WIDTH HEAD & SILL ANCHORS AT STILE ENDS (4) AT 3' O.C. 5" MAX. HEAD/SILL CORNERS 12° MAX. HEAD SILL FRAME HEIGHT 96 3/8" : /// n LL _ 1� \\\ \ LOCK OPTIONS #1 0R 12 \ r(OPTION 2 SHQWT) 1 SEE SHEET 7. FOR DESCRIPTION i.i / / / / / / /. / ( D.L OPG. I 1__ _I_ _ I 1 1 1 1 n _qy . /f1 / II ==1µ___= / !� / it �;r \ \ \ \ O O VI ,•INACTIVE ACTIVE SURFACE APPUED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 26 15/16" O.L. OPG. DOORS LOAD CAPACITY - PSF DOUBLE (IOC) DOOR DIMS. LAMINATED CLASS FRAME WIDTH LEAF WIDTH FRAME ' HEIGHT EXT.(+) a INT.(-) 76" • • Jib • 4P8' • 470.0 • • 75.: a • • • • • • •• • • • _•• • • • W 5" MAX. HEAD/SILL CORNERS II II : TESTED FRAME HEIGHT 87" D.L OPG. - --- I I I I l 1 1 1 If' ----te_J1 r O SURFACE APPUED FALSE MUNTINS OR_ DECORATIVE GRILL MAY BE USED GLASS n I .0, nIMS. D.L.O. HEIGHT = FRAME HEIGHT - 11.125" D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.813" D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.1?r5")/42• • • • • • • • 110Ts: . • • • *•* ��•ll • • • • SLAMS CM3ACITiES GNM TIZS .HEET ARE NOTE: •• • • • • teD �1UV ASTM E13E0-109 •(3 SEC. GUSTS) EGRESS REQUIREMENTS TO 8E REVIEWED AND FL RIDA BUICIMM COMMISSION BY BUILDING OFFICIAL. DECLARATORY STATEMENT DCA05-DEC-219 • • •• 32 3/4" D.L. OPG. (0) STAND ALONE SINGLE SIDEUTE SEE SHEET 3 FOR CAPACITY Eng,: JAVAD AMMO CML FLA. PE {' 70592 CAN. 3538 PRODUC r REVISED - e9•Plylell wllh the FT.fW. i ne19-c603•3S E.pk.w.. D.te 317I 1T-01f1�` 1>1 11 a� I.IU Miai � h�de•ICn.ird to,‘ii.V COMP -ANL\W12-O8E00 J CC J m W to 03 N n M OOM - Z .e m 3 Z o oa� o Iil d W rn D - 0 0 0 S 0 o drawing no. W12-08 sheet 2 of 9 • • • • • • • • • • • • • • • • • • • • • • • • • • • j • • • • • • • • • • • • • • • • • • • • 410 •. 4100 • • • ••• • • DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SIDEUTES a SIDEUTE SIDEUTE WITHOUT FRAME WIDTH FRAME HEIGHT REINFORCING INCHES INCHES EXL(+) INT.(-) 24 70.0 75.0 30 70.0 75.0 36 82 70.0 75.0 37 70.0 75.0 42 81.7 66.1 24 70.0 75.0 30 70.0 75.0 36 86 70.0 75.0 37 70.0 75.0 42 61.7 66.1 24 70.0 75.0 30 9 69.8 69.8 36 64.1 64.1 37 63.3 24 83.3 30 98 57.8 57.6 36 53.1 53.1 37 52.4 52.4 SINGLE SIDEUTE WIDTH DESIGN LOAD CAPACITY - PSF SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) SIDEUTE SIDEUTE WITHOUT WITH FRAME WIDTH FRAME HEIGHT REINFORCING REINFORCING INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) 24 70.0 p 75.0 70.0 75.0 30 70.0 75.0 70.0 75.0 36 82 70.0 75.0 70.0 75.0 37 70.0 75.0 70.0 75.0 42 61.7 66.1 61.7 66.1 24 70.0 75.0 70.0 75.0 30 70.0 75.0 ' 70.0 75.0 36 86 70.0 75.0 70.0 75.0 37 70.0 75.0 70.0 75.0 42 61.7 66.1 61.7 66.1 24 70.0 75.0 70.0 75.0 30 82 69.8 69.8 70.0 75.0 36 64.1 64.1 70.0 75.0 37 63.3 63.3 70.0 75.0 24 83.3 ' 63.3 70.0 75.0 30 98 57.8 57.8 70.0 75.0 3 53.1 53.1 70.0 75.0 37 52.4 52.4 70.0 75.0 SIDELITE WIDTH REINFORCING AS REDD. HART ANE W° 39-3/4" MAX: (SINGLE) 76' MAX. (DOUBLE) 000R FRAME WIDTH NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABO LOWER VALUES FROM DOOR OR SIDELI CHART WILL APPLY TO ENTIRE SYSTEM. GLASS D.L.O. DIMS D.L.O. HEIGHT (SIDELITE) a FRAME HEIGHT - 11.00 D.L.O. WIDTH (SIDEUTE) - FRAME WIDTH - 4.4 m CLUSTER OF (4) ANCHORS AT HEAD/SILL 5' MAX. HEAD/SILL CORNERS 148' MAX. TESTED FRAME WIDTH HEAD & SILL ANCHORS AT STILE ENDS (4) AT 3' O.C. 12" MAX. HEAD SILL ; T V) I _ // // / II / I / \ \ \ \ N/ L./ i / OP OA OR/12 1 S SHEET DESCRIF D.L OPG,' _ \ / TESTED FRAME HEIGHT 87' _ - I I / / \---- \ \ ---'i==== / II 11 1,�/ i t LO:K qt (OPTIEIN SEA FOR I - ____fit /r ,i, ti ----ter I 11 11 '__I�____ I H n I u ACTIVE INACTIVE SURFACE APP FALSE MUN DECOR OR GRILL DE USED 32 3/4 ` I 26 15/16' - 26 15/16' O.L GPO. 1- D.L. OPC. D.L. OPG. SIDEUTE FRAME WIDTH MAX. SEE CHART AT LEFT 37' LEAF WIDTH 39 3/4' I+ INGLE) 76' MAX. (DOU - DOOR FRAME WIDTH (OXXO) , e PRODUC f REVISED eaeo•plyleE wide the Flor14 Mudleg Code Aetepteeee No 1 O C (spWo o.DDatte�'S A�O61f� �e�tiH MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SO. FT. PER FBC 2014 •• • • • • • • • • •• • • • • • • •• • • • •• • • • •• • • • • • • • •c_ • • • • • NOTE• • • •• • • • • • • GtA96 OAAPACITIES IN THIii SHEET ARE •• SEji ASTl E1 03 SEC. GUSTS • •• • ANa L BUILI Ca SSION ) DECLARATORY STATEN T DZZA05-DEC -219 Engn JAVAD NMAD OPAL E/3573052 042015 N • 0 n C 0 B S •a' b 0 c • • • • • • • • I • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • I • •• •• ••• • • -• • • • • • Sp 1 drawing no. W12-08 sheet 3 of 9 r 9/16' MIN. THROW BOLT PENETRATION 00 1/2" MIN. THROW BOLT PENETRATION TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING GLAZING OPTIONS SEE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ffi PROPERLY SECURED 1BY WOOD BUCK EDGE DIST N TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. PICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KS!, Fy=15 URES 1-1/2" MIN. PENETRATION ,INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) KSI) 1- • • DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMB INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRIyCI1rRES• • •• • • • • • • STEEL : 1/8" TM(. MIN. (F} = 316•KSS MU.) • • • ALUMINUM : 1/8" i K. M (636-TBI •MII1.) • • • • (TEEL IN CONTACT ITN i11JMIN W, TO BE. PL3TEQ 0$ J!JNTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. • • INTO METAL STRQCTUIt = 3/1 M41. • • • W000 AT HEMP OR JAMIL SG = :.55,MI4, • • • • CONCRETE AT.RIO, SIL* OR JAMBS@ec "•i000 PSI KIY.• • C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm = 2000 PSI MIN. EDGE GIST 0 ce METAL STRUCTURE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING j I MIAMI-DADE COUNTY APPROVED I CUPPED MULLION Ij SEE SEPARATE N•A 11 IL rc 0 Kegs JAVAD AHLUD + CIVIL PEN. 70592 ()4 [UU TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING J 0 2 N PILOHDE F REVISED Y�pl ....plying will. Me Fln,IM de Aenplasee No 15-15664.I3. Lap4nlI.• Due -4124I it. DOOR DETAILS L . FAX (305) 885-5902 U V S 6 0 D V. B r. g 0 i gn drawing no. W12-08 sheet 4 of 91 • • • • • • • .• • • • • • • • • •• •• ••• • • • • • • • • • • • • • • • • • • • • • -• • • • • • • • •• •• • • • • • • I /4" MAX. SHIM L�l TYPICAL ANCHORS SEE ELEV. FOR SPACING' METAL STRUCTU SEE SPEC SHEET 4 1 /4" MAX.' SHIM TYPICAL ANCHORS SEE ELEV.,' •'' FOR SPACING LEVERS AT STILE FACE i EXTERIOR D.L 0. 37 MAX. LEAF WIDTH 39 3/4. MAX. 1/4" MAX. SHIM SINGLE DOOR FRAME WIDTH CONCEALED FLUSH BOLTS LEVERS AT INSIDE FACE OFSTILE D.L.O. LEAF WIDTH TRY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING LOCK OPTIONS /1 OR /2 -(OPTION 2 SHOWN SEE SHEET FO. •IPION CONCEALED FLUSH BOLTS LEVERS AT STILE FACE ACTIVE LEAF LOCK OPTION 17 EXTERIOR D.LO. LEAF WIDTH 78" MAX. DOUBLE DOOR FRAME WIDTH 2 POINT LOCK ASSEMBLY 4 POINT LOCK ASSEMBLY INACTIVE LEAF • • • • • • • • RCTIVES SEAS` • • • •© • • • • • • • •• 7 • • • •• ., tit:i i ��t ,-�<,mr �t�r mum—,, � • •i• • . •• { • • • • • •• • • • LOCK OPTION /1 DOOR DETAILS Env: JAVAD AHMAD • CIVIL FLA. PE i 70592 AN. 3538 2015 1/4" MAX. SHIM 2BY WOOD B 6K OR OOD STR RE EE NOTE HEET 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING .22 8 8 PRODUC f REVISED ra t.•plyl.i whit INS Florid& twdigC.dt Acetylenes Se TS• GLe3•I o EsyliM{t. D.le B3_Lo \\� .ca d Pt.d.e4C..kd _ 1 v 0 B to drawing no. W12-08 sheet 5 of 9 ••.• • • • • • • • • . • • • '• • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • TYPICAL ANCHORS f-SEE ELEVATIONS EDGE DIST. ..._..._ SIDELRE FRAME HEIGHT D_L. OPG. a 0 a GLAZING OF SEE SHEET W "` 00 i * i 22 . TYPICAL ANCHOR IONS s SEE ELEVATIONS FOR SPACING 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 METAL STRUCTURE SEE SPEC SHEET 4 TYPICAL ANCH SE FO 'ACING S MAX. 1 /4" MAX. SHIM 1BY " WOOD BUCK • EXTERIOR D.L.O. 42" AT 86" HT. 37" AT 98" HT. MAX. SINGLE SIDELITE WIDTH #12 S AT 5" FROM AND 11" • MAX. D.L.O. EXTERIOR • • • • SIDEUTE WIDTH • • • •• • 4 • • • • • • REINFORCING AS RE®. SEE SHEET 3 MAX. UNIT FRAME WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING L° WIDTH 39 3/4" (SINGLE) 76" (DOUBLE) MAX. DOOR FRAME WIDTH PRODUC f REVISED tr complf1.I with the Florida hWdiss Cad. Aacept..ce N. lS-O L•3• 13 Eydr.IM• Dole -Di Z.4 Vot ik l ch_ LV,_ Moe ehrIF' Casing D.L.O. •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • " • • • • • • • • • "• •• • • • •• • • • • • • • • • • • ••• • • • • SIDELITE DETAILS Engn JAVAD AHMAD CML FL. PE i 70592 CAN. 3538 4 20)5 J 0 S tog U J 0 N a s 8 0 c date: 02-13-12 5 drawing no. W12-08 (sheet 6 of 9 ) • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• • • • • • • • • • • • i ITEM jI PART / REQD. DESCRIPTION MATERIAL MANE./SUPPLIER/REMA 1 E601 - DOOR FRAME HEAD/SILL 6063-T6 - E602 - FRAME COVER 6063-T6 - 3 E603 - DOOR FRAME JAMB - 6063-T6 - 4 E604 - SIDELITE TOP & BOTTOM FRAME 6063-T6 - 4A E626 - SIDEUTE 9" BOTTOM FRAME 6063-T6 - 5 E605 - SIOELITE FRAME JAMB 6063-T6 - 6 E606 - SIDEUTE SLIP ON JAMB 6063-T6 - ' 7 E607 - LEAF TOP & BOTTOM RAIL 6063-76 - 7A E625 - LEAF 9" BOTTOM RAIL 6063-T6 - 8 E608 - LEAF W'STRIP ADAPTER 6083-T6. - 9 E609 - LEAF HINGE STILE - 6063-T6 - 10 E610 - LEAF LOCK STILE 6063-T6 - 11 E611 - LEAF ASTRAGAL STILE 6063-T6 - 12 E612 - LEAF ALIGNMENT BRACKET 6063-T6 - 13 E613 - LEAF CLAMP 6063-T6 4-1/4" LONG 13A E613 - HINGE BACK-UP PLATE 6063-T6 12" LONG 14 E614 - GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 - 1M E109 - GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 - 15 E615 - GLAZING BEAD (INSUL. GLASS) 6063-T6 - 16 E616 - SNAP COVER 6063-T6 - 17 + E613 - BOLT SUPPORT 6063-T6 NOT SHOWN ' 18 - AS REQD. SIDEUTE MULLION REINFORCING 6063-T6 - 19 FP-107 3/ LEAF BUTT HINGES ALUMINUM SULLNAN & ASSOC. 20 FB1202 - FLUSH BOLT LEVER - SULLNAN & ASSOC. 21 FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLNAN & ASSOC. 22 j112 SMS AS REOD. FRAME ASSEMBLY SCREWS - - 23 ♦12 X 3/4" - HINGE INSTALLATION FASTENERS - M SMS 24 - - 3/8" DM. THREADED ROD STEEL - -25 W11323 , - PILE W'STRIPPING WOOL ULTRAFAB 26 E20618-KN-3020 BULB W'STRIPPING SANTOPRENE EPOM 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB .. 28 - - GLASS SPACER SIUCONE FRANK LOWE RUBBER CO. . 29 E822 - FLUSH BOLT CUP NYLON - 30 DLO1 RC - BLACK BOLT SUPPORT. BLOCK POLYETHYLENE INTERLOCK 31 DLO 1WB - - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 /10 X 3/4" 2/ ADAPTER FH SELF DRILLING SCREWS - - 34 - 2/ LTTE SETTING BLOCK. 1/4" X 1/2" X 4" LONG EPDM AT 6" FROM EACH END, DUROM 60±5 35 - 2/ UTE SETTING BLOCK, 1/4' X 3/4" X 4" LONG EPDM AT 6" FROM EACH END, DURO ER 80±5 • • •• ••• • • SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SCHNEE MOREHEAD JM5504 SE •• • • • •• • • • • ••• • • • • • • • • •• ••• • • • •. •• • • • •• • • • • • • • • • •• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • ED WITH Engn JAVAD AHMAD CML FtPE 792 , 1605 42015 0 a OC m ►RODUC F REVISED n eostplylo• with Me Florida WaleAcceptance Ne -o ' 13, Eyk•IYs Dote +1 S4 •I, - rr kkft tat C• Mad DAM knoduetCoallol 11.1 s S C S drawing no. W12-08 sheet 7 of 9 000 • • • • 01110.0 • •.. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0410 • • • 000 • • t LOCKS' OPTION %1• ACTIVE LEAF. 4 POINT LOCK ASSEMBLY DL01-6007 BY 'INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE 1/2" DIA. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD AND (1) AT BOTOOM ENGAGING FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/B" CONNECTING RODS LOCK HANDLE LOCATED AT 42-1/2' FROM BOTTOM INACTIVE I FAT. 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK LOCATED AT 42-1/2" FROM BOTTOM \` W 11 ACTIVE HINGES: k h ACTIVE 3-1/2' X 7-5/8' X .122' THK. EXTRUDED ALUM HINGE PART #FD-107 BY SULLIVAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4" FROM BOTTOM TOP HINGE AT 11-3/4" FROM TOP CENTER HINGE AT MIDSPAN (38' O.C. MAX.) HINGES FASTENED WITH #10 X 1' FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB OPTION IF2 ACTIVE LEAF. CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY 'KWIKSET' LOCATED AT 39-1/4" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULUVAN k ASSOC.', 1/2' X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-5/8' FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) /8-32 X 1/2" FH MS INACTIVE LEAF. CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2' X 2' THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) 18-32 X 1/2' FH MS K' ACTIVE • •• • • • • " • \ / / / / INACTIVE ACTIVE •• ••• • • • ,• • •• • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • •' • • • • • •• • • • •• • • • • • • ••• • • ••• ••• • ••• • • • • ••• • • • • • • '• • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • (SW:: JAVAD AHMAD CML FLA. PE / 70592 CA a 538 015 /RUDDC rumen r emptying .11k die Florida Aaepla.re N•• IS-O403.13 Ryi,Ml•• Dale 1 12o 119 WWI** Omani Z $ g2^ N a� 3 � a, O U. • a vOoLL a. <ittMrl 0401 • ek IL 'd COMP —ANL\W12— U fg $ � J g U.)45 W 1-co cnn a 5 00'l 0 vl Z u. E Z X°814;' cg u L n L . 0 F 0 date: 02-13-12 46 s wt drawing no. W12-08 sheet 7.10f 9 r1..750--I I + 1 j^-.519 .803 045 -1 r,"4 1 .803 + 1-.130 .803 I I (� U l 4.000 .078 4.031 .078 4.750 .625 M' AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 713— (305) 2648100 FAX. (305) 2626978 M--2.062--.I O DOOR FRAME HEAD/SILL 1.625 } 1.047 GLAZING BEAD 5/16' Glass I 4 -.1 1.047 F._ , 1 ING BEAD 7/16' GLASS - a GLAZING INSUL. 1. BEAD GLASS ' -1.507 () LEAF 1.5074 TOP/BOTTOM RAIL �.00 1 4.781 L`\ ` c5 - J---�---v . .078 1.625 3.719 ter - -.078 078 I` 1.750 1.507 SERIES 600 ALUM OUTSWING ENTRANCE DOOR (LILO ECO WINDOW SYSTEMS, LLC. 9114 N.W. 106 STREET MEDLEY, FL. 33178 TEL (305) 885-5299 FAX (305) 885-5902 `I 8.250 1.500 7.531 312 4 4.000 LEAF HINGE STILE 062 LEAF WSTRIP ADAPTER ►IIOPUCf REVIVED bea AtetpUtK1 Nu3iA IFe FIrtrYf 3 L�pkwM p•j�cl O IDEUTE 1.5 -•i .750-e TOP & BOTTOM FRAME 5.344 4.0004.-�{ I F 11 \1Lv. ` 2.081 1.750 1.507 • .094 II.1 F-1.750�1II .312. 329 078 7A 9" BOTTOM RAIL -j2 tsea 1G .078 LEAF LOCK STILE �� 1.812 O FRAME COVER 1.5071 LEAF ALIGNMENT BRACKET description NO CNNEE 1N1S SHEET NO CHANGE 7i• SHEET NO f.TMNGE THIS SHEET I �� �.z61 5.344 3. L► .078 _ 1.574 13 LEAF CLAMP r375 •125 J.781 �--.12 -M F-.687 I .078 1,507 1.750 2.081 .050 .154 16 SNAP COVER 1.197 • i I� 11 4.000--�I LEAF ASTRAGAL STILE �IIIII HINGE BACK-UP PLATE 8.281 9�G • ••• • ..• • • S. • ••• • 1.2� • • • •I f -I 71 S 'ELITE MULLION REINFORCI EAHN" 1.500 •{ .625 1,500--^^jj r ^i .719 8��0�. 4.000 .078 2.097 4.000 .• 8 - (I rI - 1.507 41 p • ••• •• • • • •• 9 • o o n S 3 o • •JJ2& + 4'.188 • • • • • Else JAVAD A1MAA0 COIL F A. PE / 70592 C.A.N. 638 i I • -••• •+•• ,o\ 20�5 drawing no. W12-08 �� . •tom •• •':7� 1 SIDELITE FRAME JAMB Co) DOOR FRAME JAMB SIDELITE 9" BOTTOM FRAME la SIDELITE SLIP 0 JAMB sheet 8 of 9 t ••• • • i • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • •••` 41 • DOOR FRAME CORNER SIOELITE FRAME CORNER • • • • • • • • • •• ••• • • • • • •• •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • . • • • • • • •• • • • •• • • • • • • ••• • • ••• ••• • LFAF CORNER SIDELITE MULLION SUP ON JAMB CORNER Engr: JAVAO N1MA0 YML M. r3 / 70592 CAa 3538 2015 PRODUC r REVISED Laino•�Y• MtM lbe Mor$ Apgtarge l 1; i e�Ne 3 ].•i Ep(�pf��Ceewgl P 0 a 0 date: 02-13-12 a drawing no. W12-08 (sheet 9 of 9) ••• • • • • ••• • • • • • • • • lo • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • •