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WS-16-1882 Pr r N � I '�` - 2 Y Miami Shores Village idtr1t Type.lNindqws1fe : 10050 N.E.2nd Avenue NE 's . � or:k C�ba#on Window/Door RepiAdlern ` Miami Shores,FL 33138-0000 Phone: (305)795-2204 06irmki Status.AIPPRO ED,_ } . t� W2912,416Expiration: 02925/2037 �a Project Address Parcel Number Applicant 395 NE 92 Street 1132060136410 Miami Shores, FL Block: Lot: HUGO WARES Owner Information Address Phone Cell HUGO WARES 3436 N MIAMI Avenue (786)364-4675 (786)899-1143 MIAMI FL 33127- Contractor(s) Phone Cell Phone Valuation: $ 20,112.00 EXTREME CONSTRUCTION GROUP It (954)625-5051 m.. Total Sq Feet: 0 Type of Work:INSTALL/REPLACE IMPACT WINDOWS&D Available Inspections: No of Openings: 13 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:7 Review Building Review Building Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $12.60 Invoice# WS-7-16-60468 DBPR Fee $3.45 07/07/2016 Credit Card $50.00 $241.50 DCA Fee $3.45 Education Surcharge $4.20 08/29/2016 Credit Card $241.50 $0.00 Permit Fee $230.00 Scanning Fee $21.00 Technology Fee $16.80 Total: $291.50 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 46ning. Futhermore,I authorize the above-named contractor to do the work stated. 21/ QrD� August 29,2016 Autho ' ign ure:Owner / Applicant K, Contractor / Agent Date Building Department Copy August 29,2016 1 Miami Shores Village . . Building Department JUL 47 20 0 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 A �\� Tel:(305)795-2204 Fax:(305)756-8972 ` INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2014 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP �j CONTRACTOR DRAWINGS JOB ADDRESS: �� / e q-�- �y City: Miami Shores County: Miami Dade Zip: 31 ��c� Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: / FFE: OWNER: Name(Fee Simple Titleholder): dU4/1 In"Irej Phone#: Address: 13�ly /)A �� City: /j)i0�� 6,60o'P-i State Zip: Tenant/Le see Name: Phone#: Email• � 1/ > �`-�� Z _�-• CONTRACTOR:Company Name: �1! � � �� 4� "� 6,40�K� Phone#: Address: I WO /91 ��r �� 1 l- City: &r�GA-e-/moo`) State: Zip: Qualifier Name: / �Q Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: _Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 1_�Q, Square/LinearFoot a of Work: Type of Work: El Addition El Alteration El New Repair/Replace ❑ Demolition Description of Work: �7� �� ^/�� Specify color of color thru tile: 11 t� Submittal Fee$ D® �'ta Permit Fee$ L 930 CCF$ 1 o (DO CO/CC$ Scanning Fee$ 9-` Radon Fee$ 3 .4 5 DBPR$ 3 .4-5 Notary$ Technology Fee$ 1 e ® Training/Education Fee$ 20 Double Fee$ Structural Reviews$ Bond$ 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$2500, the applicant must I promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person I whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature // P)d4 etre' OWNER or GENT CONTRACTOR The foregoing instrument as acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 by day of 20 �� by •M, who is personally known to who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: r OMINGU,. Print: MARIA C.DOMINUUEZ Notary Public-State o orl a Seal: +�: Notary Public-State of Florida « My Comm.Expires Oct 31,2016 ;.; ; •_My Comm.Expires Oct 31,2016 Seal: •�' ;N.�• P= Commission#EE 216993 i"�' 'a;= Commission#EE 216993 OF F�O. '��„OF F�� Bonded Through National Notary Assn. �.,,,,,, � Bonded Through National Notary Assn. gr *r tb APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Ari DATE CERTIFICATE OF LIABILITY INSURANCE 1071071201(MMMDfYYYY) s THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endomement(s). PRODUCER CONTACT REEL INSURANCE AGENCY lPHONE aic No Ex4-(9yJ 956-0006 Fax 041 956-0555 5800 W.ATLANTIC BLVD. MAu REELINSURANC YAHOO.COM MARGATE FL 33063 INSURE AFFORDING GE NAIC INSUM A: FRANK WINSTON CRUM INSURANCE CO. 11600 INSURED INSURER B EXTREME CONSTRUCTION GROUP,INC. C: 4476 BLOSSOM LANE WESTON FL 33331 INSUR INSUREF COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRrGEN.LAG.REGATE RANCE DL SUER POLICYNUMBER POLICY EFF POLICY EXP LIMITS RAL LIABIL"Y EACH OCCURRENCE OCCUR DAMAGETOREhITED $ MED EXP one rson $ PERSONAL 8 ADV INJURY APPLIES PER. GENERAL AGGREGATE POLICY D 71 LOC PRODUCTS-COMPJOP AGG OTHER' AUTOMOBILE LIABILITY COMBINED SINGLE LIMtT $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS H I $ UMBRELLALJI►B OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ D D RE TI N $ WORKERS COMPENSATION X I PqTATUTE FR EROTH- AND EMPLOYERS'LIABILITY ANY PROPRIETORtPARTNERIE ECUTNE YI E.L.EACH ACCIDENT $100,000 A OFFICERIMEMSER EXCLUDED? Y N r A FCMI CD18700 41812016 418/2017 (Mandatory In NH) E.L.DISEASE-Ea EMPLOYE $500,000 If describe under DES6RIPTION OF OPERA E.L.DISEASE-POLICY LIMIT $100,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarka Schedule,may he attached H more space Is regidred) LIC#CGC1521468 CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 NE 2ND AVE ATHE E*CCO 4RATIO �E THEREOF, IONS CE WILL BE DELIVERED IN MIAMI SHORES FL 33138 AUTHORIZED IVAPRESENTATIdF EXTREMECONSTRUCTIONGROUP@LIVE.COM I MIAMISHORESVILLAGE.COM ®1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD i M®��E MIAMI-DADE COUNTY , PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES WR) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)115-2590 F(786) 315-2599 NOTICE O TANCE OA www.miamidade.¢ov/economy, a 1ndow Systems,LLC 9114 NW�331�7 C--"e ey, SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,includin CRIPTION: Series"Eco-Guard 500" Outswing Aluminum Casement Window—L.M.I. wing o. -0 , fited "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision E dated 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade County Product Control Revision_ stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control E IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a ermanent label with the manufact ogo, 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. TERIYIINATION 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 inits entirety. •• ••• • • • Y • •• INSPECTION: A copy of this entrd.&CtMsdall lie provided to the user by the manufacturer or its distributors and shall be available for'; nkectioriattle jotrsite at the request of the Building Official. This NOA revises and renews NOA No. 13-0206.07 and consists of this page 1 and evidence pages &I and E-2,as well as approval IlocMent megtioued above. The submitted documentatit4was reviewed 6yManuel Ifercz,P.E. .. . . . . . . . . . .. ••• ••. NOA No. 15-0406.10 MIAMI-DADHCOUNTY Egplration Approval Date: July 02,2015 • '' Page 1 . . • . . . . . . • see 0 . .. .• . • . .. .• 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 I through 6 of 6, dated 02/23/11, with revision E dated 06/23/15, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a casement window, prepared by Hurricane Engineering and Testing,Inc.,Test Reports No. HETI-10-3150 and HETI-10-3151,dated 12/29/10,all signed and sealed by Candido F.Font,P.E. , (Submitted under NOA No. 11-0309.06) C. CALCULATIONS 1. Anchor_verification calculations and structural analysis, complying with FBC 511, . Edition (2014), prepared by Al-Farooq Corporation, dated 03/17/15 and 06/23/15, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. • •V• • • • • + • bfapaffTrez,P.E. . • . • • • • • • • .• • ,. . • • Prodact utro Examiner NOA No.15-0406.10 ••• • • ••. • Expiration Date: May 19,2021 . . Approval Date: July 02,2015 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 Al-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. . .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. • Manuei P pre )P.E. •• Product Contro Eg iner • NOA No.15-0406.10 Expiration Date. May 19,2021 ••• • ••• Approval Date: July 02,2015 . ... E-2 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ECO—GUARD SERwlNDow IES-500 37•WIDTH V I I i �� o OW ALUMINUM OUTSWING CASEMENT WINDI 3,• 1 APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE `ENT WIDTH COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER 29 3/e' 0 WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING FALSE MurmENps� MIAMI-OADE COUNTY APPROVED MULLIONS IN BETWEEN. (SURF B uSEO D.L.OPG LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL SEO A WILL APPLY TO ENTIRE SYSTEM. 2 n a THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 0' LL REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY / n HURRICANE ZONE(HVF12). II ffyy `��S WOOD BUCKS BZOTyERS yIUST BE ANCHORED PROPERLY TO TRANSFER �� // S sol, • LOADS•TO THE STRNiiW. • •• _-=� ___ 04 n a ••MITO S SHALL BE AS D, SPACIQ IS SHIWN ON DETAILS,ANCHORS : EMBEDMENT TO V.%Ei W94IAL SHALL BE BEYOND WALL DRESSING OR STUCCO. MITORING OR LOJbNO CONDITIONS JOT•SHOV&I IN THESE DETAILS ARE •%OT PART OF THIS AEPROVAL. •••••• 4= mooS •:A LOAD,DURATION INCREASE IS USED%JESW%OF ANCHORS INTO WOOD ONLY. m J t \ a g ALL SHIMS TO B!HIGH IMPACT, NON•METAIUC AND NON-COMPRESSIBLE. ^ c _ o • • ••• •••IST-EE.•• X==--n----- ^ t ills INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ••"lis WTO CONTAOITi'l"OTHER DISSIMItM MATERIALS SHALL MEET THE REQUIREMENTS 05 THE FLORIDA BUILMNG \ii 001110111, ••• Fi WS j1RE RATED FOR 4b&MALL MISSILE IMPACT. 2 It \ • SH AREsNOTe REQUIRED. w I • • • • •••• •••• • • 6 POINT LOCK •••••• MAX. 7"MAX. LOCKING POINTS 00n 1 a M DESIGN LOAD RATING a:+ 70.0 PSF HFAD HEAD/SIU. SEE CHART o Z (FOR SIZES MOWN OR SMAU.ER) — 75.0 PSF CORNERS NO.OF 3 WOW.HEIGHT KEEPERS Z TYPICAL ELEVATION UPTO AT SASH U a 38—J 8' 3 y W 1/8'TEMP.CLASS S!g"8' S 0 3/8'AIR SPACE 76' 6 1/8"HEAT WREN-D.GLASS 1/8'HEAT STREWD.GLASS 3/16'HEAT SIREN'D.CLASS 090"Interlayer 090'Interlayer 090'Interlayer PRODUCEREVISED DuPont ButacKe PVB DuPont Butacite PVB DuPont Butacite PV8 aeaowlybew9hthallowd" o BY'Kuraroy America. Ino.' By'Kurcray America.Inc.' By 'Kuraray America.Inc.' W.- CAAL 06.-10 /•�/O F g f� _.L'HEAT STREN'D.CLASS1/8'HEAT STREN'D. CLASS 3/16'HEAT STREN'D.GLASSSILICONE pp.. SILICONE SILICONE DOW CORNING 899 F DOW CORNING 899 L'r DOW CORNING 899i CLASS CAPACITIES ON THIS SHEET ARE9 io 9 e BASED ON ASTM E1300-09 (3 SEC. GUSTS)3 n n iI AND FLORIDA BUILDING COMMISSION G 20 t 2GDECLARATORY STATEMENT DCA05—DEC-219 Erryn VAFANMAO .e o FLAIJ PE pp 70692 36 AT 1/4,POINTS 21 18 ALL SIZES o` SETTING BLOCKS AT INSUL•LAM.GLASS NOTCH GLAZING BEAO LEG drawing no. GLASS TYPE 'A' GLASS TYPE 'AA' TO CLEAR BLOCKS GLASS TYPE 'B' W11-05 GLAZING OPTIONS Z0�5 sheet 1 of 6 • EDGE OW. TYPICAL ANCHORS U O SEE ELEY. 1BY {� W FOR SPACING WORD BUCK . .:v:..:• METAL r--------------------_ � a e e a e •.b. '. .. EDGE STRUCTURE II MIAMI-DAOE COUNTY APPROVED II EDGE 4 + ••. " a' • + j I MULLION&MULLION ANCHORS I DIST. DGE . .a a. .� °•'a d. •, i I SEE SEPARATE NOA I I�DLtt I --_" ' I a � 10 glW w•••: : .• TYPICAL ANCHORS TYPICAL ANCHORS 0 8 SEE EIEV. gR gip+ • •••••• S FOR SPAF; SEE CING i FOR SPACING k Z " • • • •� PIC SEE ELEV. U c w w w w w w•w w w i WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. • ••• ••• ; •• I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEMDIA, (FU-177 KSI.Fy-155 KSI) w w •www • w• AND TRANSFER THEM TO i THE BUILDING STRU INTO 28Y WOOD BUCKS OR WOOD STRUCTURES N •• ••• w i 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) g ^� • THRU 1BY BUCKS INTO GONG. OR MASONRY • • • i 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) •(!y • • w• 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) O: • •• 0004 DIRECTLY INTO CONC. OR MASONRY M • 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 0 0M • 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) Z_3iL i 1114 SMS OR SELF DRILLING SCREWS (ORApE $� 3 2E J STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN. ALUMINUM : 1/8" THK. MIN. (6083—T5 MIN. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 112 SMS OR SELF DRILLING SCREWS (GRADE 2 INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") 1 s (NO SHIM SPACE) om 13 �¢ R� 7VPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. s3 18Y INTO WOOD STRUCTURE = 1" MIN. $ 2 �T WOOD SUCK INTO METAL STRUCTURE = 3/4" MIN. O WOOD AT MEAD, SILL OR JAMBS SO 0.88 MIN. CONCRETE AT HEAD,SILL OR JAMBS Me = 3060 PSI MIN. •m '� T C-80 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS em 2000 PSI MIN. o i 669 6a o u I I 8 • — Ena r.JAVAO A13W 0 CML o e •• FLA.PE t 92 g :. ''d•' •-,.° .. r-. .. PRODUCPRBVISBD Cbs3s TYPICAL ANCHORS o NFICAL ANCHORS`8W( w11LIliePladda 0 •'.0•• .e I SEE ELEV. j.• .'' SEE ELEV. ASN dela , Browing no. FOR SPACING FOR SPACING •...�.^ EDGE Olsr. _ EocE EAST. �I Dme Q1w11-05 NI u,Produce C I sheet Q of 8 i 1/0•MAX. q 1/4.NA)L 11 SHIMS 1/4•MAX. SHIM © O I lay SHIb1 Q 5 WOOD BUCK 1a 4A 4 a 12 TYPICAL ANCHORS BY WOOD B O °•° SEE ELEV. t) TYPICAL ANCHORS ---------SCREEN OPT. ------ o., FOR SPACING SFR E SEE ELEV. FOR SPACING Wt� • S a� •s••f• Ci�• • • •11/4' � V�N�� a •.o•ils • 1 • B •}•I••• 4 � j14 TYPICAL ANCHORS 1 1 ffF_ •••••9ffTAl • •• •• EXTERIOR ; SEE PAC • • • • D.L.OPG, FOR SPACING sLRucruRE .-. • • VENT WIDTH $N a • • • J at • • ••••• WINDOW WIDTH •Voss• N • Vols•• •••• • i �' t` • • O o" 0000 NIAMI-RADE COUNTY ' APPROVED HULUON O� Z.-li m SEE SEPARATE NOA TYPICAL ANCHORS 3 Z SEE ELEV.FOR SPACING S U w 0 It 11 ------- ii 1 I = L---J m 021 1121 WINDOW WIDTH vmmW WIDTH ry8s •''om �g<m�aW EOOr.JAVAO AH4AD •1 CML FLA.E70592 N.3"5213g F'RODUCFRINVIS® gg mmury7lyltWwabIbBROAda 8 b ==,,A5-0406.dD � tmDeta ��P2 drawing no. ey J 3 2015 W1 1-05 I.1i a uct can 1 sheet 3 of 6 �U U MCC DIST. ppH—EDGE—GIST.--qqq A _______________MEL iw m j TYPICAL ANCHORS I I STRUCTURE 11 MIAMI—DADE COUNTY APPROVED 1I • .°. s ° SEE ELEV.FOR SPACING I 1 I MULLION h MULLION ANCHORS I I SEE SEPARATE NOA II Z d EDGE OISi. I I I c QQQ � U Up W O+ + 15'• I 1S i I 1S .r ALT. c a 0 TYPICAL ANCHORS I TYPICAL ANCHORS 1atL SEE ELEV. SEE ELEV. J FOR SPACING FOR SPACING a • • • • •606 • 0 i • • • • • • • • •••• •••• 1/4-MAX. •••••• SHIMS ALT. 3 Z m •••••• •• •••••• Ld 0 • • • • TYPICAL ANCHORS .. . W O�W • • ••• • •• SEE ELEV.FOR SPACING . • • • • n 040000 •••• • • t,. TYPICAL ANCHORS I T SEE ELEV.FOR SPAC NO S a s n PROM=REVIM ° mt•mplyWpWidttheFlatidt Building de - o46,10 m Essay ALT. uct 1 < m u m d I 1S IlYSTALLATION DETAILS WITH FLUSH FRAME ADAPTER r, KVAO AKMAOe • FIA.PEC11 70582 S ° EocE Insr. (W11-05 11 20b sheat 4 of 6 i i 2.750 ITEM PART I QUANTITY DESCRIPTION MATERIAL MANP./SUPPLI9R/RSMAEx8 1 ESO1 4 FRAME HEAO/SILL/JAMB 8093-T8 1� o .500 2 E502 4 VENT 8093-TB - 1.3303 FY108 AS REQD. GRAZING BEAD(8/18'LAM.CLASS) 6083-TB - 'fes pj 3A E505 AS REQD. GLAZING BEAD(INSUL IAM.GLASS) _ 8063-TB - 0 L—Lad, .082 , 38 FYI 09 AS RECD. GLAZING BEAD(7/18'IAM.CUSS) 6063-T8 - 4 ESOB AS REDO. SNUBBER-VENT,FULL LENGTH 6083-TB - .078 2.821 4A E608 AS RECO. SNUBBER-FRAME,FULL LENGTH 6083-T8 - ^ 1 U 1.893 9 E808 I OPTIONAL SCREEN FRAME 8063-T8 - S at 7 110 X 1-1/4'• AS REQD. FRAME AND VENT ASSEMBLY SCREWS H WH sMs O:O a <LL 8 E203 AS REQD. BULB WEATHERSTRIPPWO.DUROMETER 65 SANTOPRENE ULTRAFA9 8 9E203 AS REQD. GLAZWO BEAD BULB,OUROMETER 65 SANTOPROM ULTRAFAS 10 35.12.00.400 2/VENT 4 BAR HINGE.AT TOP AND BOTTOM STEEL TRUTH,INSTALLED WITH(2)010 X 8/8'SDS Q a Q FRAME HEAD/SILL/JAMB 11 13M6.92 1 MUUI POINT LOCK SYSTEM ZAMAK TRUTH 12 - 8/VENT KEEPER STEEL 2.354 13 - 1/VENT ROTO OPERATOR ZANAK/STL TRUTH B_ 1.330 14 PSJ40-SS 2/CORNER FRAME/VENT CORNER KEY ST.STEEL - _ Z 18 FY120 AS REQD. FLUSH FRAME ADAPTER 8083-TB OpDONAL 2888 16 - 3 ANTI SSG SKATE NYLON M&M PIAS'OGS .0627 17 r10 x 1-1/4' 2/VAX FH SDS SKATE SCREWSis - 2.09a • • a7z •800 789 is 88 x 3/4' _ AS REQ0. FH SMS SNUBBER SCREWS - W PASS 2•APART,PAIRS SPACED AT 7-3/4' • 2/LRE SETTING BLOCK,3/18'X 3/4'X 4'LONG EPDM DUROMETER 80*5 SHORE A •• •• • j�10 04 • 20 CLASS SPACER-1/8'HIGH SIUCQVE FRANK LOWE g • • • •696 • 2.811 21 - - INSUL CLASS EDGE SPIKIER ST.STEEL CARDINAL X • ••• • • • • SEALANT: ° 5J0 • • • 15 FLUSH FRAME ADAPTER W ALL JOINTS AND FRAMEICONNECTIONS SEALED WITH • SCHNEE—MOREHEAD SM5504 SEAM SEALER. }w •••••• 1'• • •••• —1.750-1PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. c� In m ••••• • ••• •••• • 2 • VENT 0 0-0 ae3 LOCKS: Z �•••• 0005109 000 1.750 MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' 3$ AT FRAME JAMB • • goo* • LOCK OPERATOR #24.31=004 AT 8-1/2" FROM SILL Q a .. •••••• ••i• • FASTENED TO JAMBS WITH (2) #10 X 5/8' SMS. W wI •• •803 .dos fee • • 4.493 LOCK BAR SECURED TO JAMB WITH LOCK GUIDES X33489.00.0001 SPACED AT 12-3/4' O.C. MAX. o •i•••• 000 ••• EACH GUIDE FASTENED WITH (2) 510 X 1° P PH SMS ---111•••1.047 0000 9 CORNER KEY STAINLESS STEEL KEEPERS #31964.92 AT VENT c O3 GLAZING BEAD (5/16' LAM. CLASS) EACH FASTENED WITH (2) #10 XI5/8' P FH SMS SEE CHART ON SHEET 1 FOR QUANTITIES g pR I I .130 .245 y 5 C S 4.0745 780 .t2o 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' MOD=RBVISRDLOCATED AT TOP AND BOTTOM CORNERS eewmplYmBwUbuwPtorldr— FASTENED WITH (2) X10 X 5/8` P PH SELF DRIWNG SCREWS Aims-04— 06-IO DeW �,ZOz 1 a o OPERATOR: B7 ; 9 o ®GLAZING BEAD (INSUL. LAM. GLASS) ® SNUBBER — FRAMEo<muoct SINGLE ARM ROTO OPERATOR X52.13.012 BY 'TRUTHrA a ' LOCATED AT SILL END i FASTENED WITH (6) #10.X 1' P PH SMS 394 .245 OPERATOR TRACK #30175 AT BOTTOM RAILr.JAVAO AHMM) FASTENED WITH (2) #10, X 1' P PH SMS CIAFtA BrL7�2 �— .090 .7 �CAN 5538 �. ao381 --C 120 ANTI—SAG SKATES: d.720 VINYL ANTI—SAG SKATES;BY 'M&M PLASTICS Browing no. 1•°17 (2) AT LOCK STILE AT 6-3/4' FROM TOP/BOTTOM RAILS (1) AT BOTTOM RAIL AT 4` FROM LOCK STILE W11-05 3e GLAZING BEAD (7/16' LAM. GLASS) ® SNUBBER — VENT EACH FASTENED WITH (2) X10 X 1-1/4° P FH SDs. JUN •i2015 sheet 5 DT s I . i 0 O I z �. 14 U 14 Y • 9999 • •• - •66661 9999•• • • • • I W •• • 9999•• I ' II W LL •6•••• •i ••, i• I 00 6.9:61 • t6• 999'9•• O OM 96606 9999 ••�• o M. zfosooJ ,1 • • c••• ••1• 3 3 Uw9999•• •• ••00'0• •••• VENT CORNER j FRAME CORNER a E�s3� <m u o EW..JAVAD M" •y� _ E1 I i F1A.PE 76 g mcomptylog thel7mid�UCrRBVMM CAR � » 108 p�x/10 By Aco7ptt�twNo Done. /�oZ1 Browing no. m pmaaac JUBY 2015 Ln1-05 sheet g of g MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wwwmiamidade.gov/economy Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product ERProduct Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(in Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"Eco-Guard 100"Aluminum Single Hung Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W09.08, titled "Eco-Guard Series-100 Alum. S.H. Wdw. (L.M.I.)", sheets 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., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of'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 Comity, 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 itire 30 Sl l� �rQvided to the user, by the manufacturer or its distributors and shall be available for ins$*e&tiSnat1he jbls siteat the request of the Building Official. This NOA revises NOA No.14-0311.02 and consists of this page 1 and evidence pages B-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by.Rl afinel Pe . .rez!P.E. . . .. . . . . . . . ... . ... . NOA No. I5.0406.12 IAMi-DADH COUNTY10.0j. A�+1! • ••• • • Expiration Date: April 08,2019 • Approval Date: July 02,2015 Pagel .. .. . . . .. ... 0 . ... . . 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.W09P08,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 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 NOA No. 14-0317.02) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with installation diagram of a 100/2" wide x 76" high ECO-Guard Series-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2166A, dated 12/15/09, signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 09-0224.X9 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 106-1/2" wide x 76" high ECO-Guard Series-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2166C, dated 12/ 15/09, signed and sealed by Candido F. Font;P.E. (Submitted under NOA No. 09-0224.07) 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with installation diagram of a 53-1/4"wide x 76" high ECO-Guard Series-100 aluminum single huaig wiadow,esepared by.Hurricane Engineering&Testing Inc. Test Report No. HETI-ACHS;dgt j4 2Wl 5/09, signed and sealed by Candido F. Font,P.E. ••' ••: '•: '•' : : •.'(Submitted under NOA No. 09.0224.07) "'7d�Mo&- gC2 ... ' Ms a ezP.E. Product Co r0 XRMiner NOA No.15.0406.12 Expiration Date: April 08,2019 "' ••• Approval Date: July 02,2015 . . .. .. . . . .. .. ... . . . ... . . Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (cowmum) 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-'/4"wide x 76-r/4"high ECO-Guard Series-100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc. Test Report No.HETI-08-2170,dated 12/15/09,signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 03/27/15 and 06/23/15, 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 "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5111 Edition(2014),and of no financial interest, dated March 17, 2015,issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance 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 tinder 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 Acceptant No..14.031-7.02,issued to Eco Window Systems, LLC for their Series "Eco-Guard�.l00.:A,lt"- - �nt.sitigle Hung Window - L.M.I., approved on 04/10/14 and expiring oD 84,0$/f 9.' : : ••' 00 •.• • Manuel P.E. • Product Contr, . Al Examiner NOA No.1 0406.12 Expiration Date: April 08,2019 •'• ••• Approval Date: July 02,2015 . .. •• . • . •• •• ... . . . ... . . 53 1/8' 53 1/8' m�V m WINDOW WIDTH WINDOW WIDTH 47 3/8 47 3/8' Z D.L.O. (FIX. LITE) D.L.O. (FDX.LITE) zd ��t J 8' MAX. 12'MAX. N B`MAX. 12'MAX. N 0. HEAD HEAD m HEAD neap I I m g CORNERS 3 14. CORNERS I I � V `0 V SWEEP LATCHES FROM ENDSO '1;I''i l'II'IIIIr''Ii'III _-•--_'�iI'y'1tII _=-__-_•_ Ci N'Y 0�•i•• cv•— LL .3 TYR ilia 01 0 9SN J J ! J 89 "C II yy 11 pp O I' /1, 1 • 'a • d II C 41' 11 \0 C€ ' Z�I{YY+/6D •I;•••• ••'� •• II 3 Il II � N x tll J II C II • I, II XY�•• •• FALSE NUNTWS NO ANCHORS AT SILL FALSE MUNTINS NO ANCHORS AT SILL•• ••• Q 0•"m •• (SURFACE APPLIED) (SURFACE APPLIED) •••••• 000 z �►1•` • OPTIONAL 47 3/8' UPTIONAL 47 3/8' • • • D10.(VENT) D.L.O.(WEN Z} •• SPRING LOADED LATCHES '�+ • AT 7`FROM ENDS /18 I VENT WIDTH OPTIONAL to VENT WIDTH • • 8 W wE•� :• ECO—GUARD SERIES-100 SWEEP LATCH •••• ALUMINUM SINGLE HUNG I9INDOIEL EQUAL LIM TYP. UNEQUAL LSSES (0� �J) • 0: W DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TYPICAL ELEVATIONS 00 0 • • • 1• CHARTS SHOWN ON SHEETS 2. TESTED UNC •• • APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER o� WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING P S £ MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. p� LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. pj an�mn THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE � •,_��;I REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). m a g a s$ C<m u o r 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 rs tAVAfl A18�AD EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. CML i SHUTTERS ARE NOT REQUIRED. FIq PE 76594 ' ANCHORING OR LOADING CONOITIONS NOT SHOWN IN THESE DETAILS ARE CAN. .NOT PART OF THIS APPROVAL PRODUCrItEIVIISHD A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 7i, ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC LAND NON-COMPRESSIBLE. +�� I� ,2 3 ZD S drawing MATECOME INTO INCONT��WITH OTHER DSS016ATO STEERAR MATERMIALS SHALETAL L MEFT THE THAT W09-08 REQUIREMENTS OF THE FLORIDA BUILDING CODE. ;0W..c sheet of 8 EQUAL LITES WINDOWS WIDTH UNEQUAL LITES WINDOWS MOTH DESIGN LOAD CAPACITY- PSF DESIGN LOAD CAPACITY-PSF GLASS TYPES GLASS TYPE GLASS TYPES FIANGE DINS. 'A', 'B' &'C' FLANGE DWS. 'A' B' & 'C' Z (� WIDTH HEIGHT EXT.(+) TNT.(-) WIOTH HEIGHT EXr.(+) tNL(-) EXT.(+) INT.(-) 19-1/8" 75.0 90.0 Q 24' 75.0 90.0 75.0 90.0 75.0 90.0 � 1 24 75.0 90.0 75.0 90.0 /� d 26-1/2• 75.0 90.0 26-1/2• 7&0 90.0 75.0 90.0 af V 32` 28' 75.0 Sao 32" 50-5/8• 75.0 80.0 73.0 90.0 37• (3) 75.0 90.0 37' (5) 75.0 90.0 _ 75.0 90.0 Z a u 40' 75.0 80.0 40" 75.0 90.0 48' 75.0 90A 48' 75.0 90.0 75.0 90.0 N a O 53-i/a- 75.0 90.0 53-1/8• 7So 90.0 75.0 90.0 = Q 19-1/8- 75.0 90.0 19-1/8' 75.0 90.0 750 90.0 24' 75.0 90.0 �' 24' 75.0 00.0 75.0 90.0 r5 3 26-1/2- 75.0 90.0 26-1/2• 75.0 90.0 75.0 90.0 O °.' Sx WWW LL Ag_ 32' 38-3/8' 75.0 90.0 32• 63• 76.0 90.0 75A 90.0 °z a 37• (4) 75.0 90.0 37' (6) 75.0_ ..90.0 78.0 90.0 40' 75.0 98.0 40' 7&0 90.0 75.0 90.0_ O as• 75.0 9aD EQUAL LfTES 4e• - - 75.0 90.o a UNEQUAL UTES (ORIEL TYPE) N 53-1/8' 75.0 90.8 53-t/6' - - 75.0 80.0 - ••• v V m 19-1/B• 75.0 90.0 19-1/8• 7&0 90.0 75.0 Sao • • •♦•• •�. • .i •• 24' 7&0 90.0_ 24' 75.0 90.0 75.0 S0.0 • • • Vl •� • 28-1/2• 75.0 80.0_ m 26-1/Y 75.0 90.0 75.0 90.0 •• • •♦• 1f�s' 32' 50-5/8' 75.0 80.0 32• 76' 75.0 90.0 7&0 80.0 a •••:♦• • i" • •• 37' (5) 75.0 90.0 ¢ 37' (7) - - 75.0 90.0 �j 40' 75.0 Sao d - - 2 •••♦•• • W• 1.. (((llllll • 40' 75.0 90.0 4b•• •• 0*00 0004, 48' 75A 90-0 = �. _ _ 75.0 110.0 O •••• ••• i� .M •• 53-1/e• 7&0 90.0 ` • • • r .'f,.M 19-1/8• 7sA 90-0 to *0: 0: • ••• +r Z o�1• •• 24• 75A 90.0 TO QUALIFY FOR SMALL MISSILE IMPACT RATING • _ U. 26--1/2• 75.0 90.0 a EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. •• •• $d 3 ztl •• 32' 63" 75.0 90.0 Z •♦•••• ♦ p�tO � ♦ 37' (s) 75.0 90,0 w 1/8" HEAT STREN'D.CLASS • • • • S W rnC'•W •• 40' 75.0 90.0 6 •♦•• 53 /8' 75A 80.0 ED £ as 5/18'AIR SPACE P %L the ♦♦♦ ♦ ,♦• •: /8' 75.0 SUA m 1/8'HEAT STREWD.GLASS 3/16'HEAT STREN'D.GLASS 1/B"HEAT STREN'D.GLASS Bu8�o8 NO C /•A� 6641:411 ♦ 58i 19-1 � 24' 75A 80-0 000"Interlayer 090'Interlayer 090"Interlayer A� •• • } g 28-1/2' 75A 90.0 DuPont Butaa'te PVB DuPont Butoclte P B DuPont Butocit•PM B G By'Kuraray America. Inc.' By'Kuramy Americo.Inc.' By'Kuroroy America, Inc.' By 32' TIL• 75.0 90.0 0. 1/8' HEAT STREN'D.GLASS 3/16•HEAT STREN'0.GLASS 1/8' HEAT STREN'D.GLASS d 37• (7) 75.0 80.0 z a 40' 75.0 80.0 O SILICONE SIUCONE SILICONE z 48' 75.0 90.0 i m DOW 899 DOW 898 i OOW 899 53-1/8' 75A 80.0 q � � s t8 a 18 21 o a'� p I I SETING BLOCKS AT 0 LAN.GLASS AND MSUL. LAM.GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS 8 Y1 BA ' 41 88 21 EW.JAV�A19iA0 •1 0 AT 1/4 POINTS ON UTES AT 1/4 POINTS ON UTES AT 1/4 POINTS FIA PE 70592 13 WIDER THAN 36"ONLY 13 WIDER THAN 36.ONLY 24 13 ALL SIZES CAN. NOTE: GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' i It o GLASS CAPACITIES ON THIS SHEET ARE GLAZING OPTIONS 015 drawing no. _BASED ON ASTM E1300-09 (3 SEC. GUSTS) W09_08 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 sheet 2 of 6 ley TYPICAL ANCHORS •` WOOD BUCK SEE ELEV. FOR SPACING TYPICAL ANCHORS iV SEE ELEV.FOR SPACING U . 4d • 3 d e •-"a "' v q aEOGE'OIST. EDGE GIST, STRUCTURE MU SEPARATEMETAL ON LION ANCHORS EDGE DIST g SEE z EDGE DISTW. 3 U B B � i ' TYPICAL ANCHORS TYPICAL ANCHORS 6< r__ SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING �{ 11ti it y�Z tl� 4 db0 F- WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW.MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM •••AND TRANSFER THEM TO THE BUILDING STRUCTURE.OPTIONAL TO • • •BOTTOM LATCH TYPICAL ANCHORS: SEE ELEV. FOR SPACING ••• •• 1/4" DIA. ULTRACON BY 'ERGO' (Fu-177 RSI,fy=•t5•5 tis•Q• © 14 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES`•0000 • • • m • a y 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JlUeBSf• •••• 3 � a 14 THRU 1 BY BUCKS INTO CONIC. OR MASONRY •••• ••• Z o •• 1-1/4" MIN. EMBED INTO CONCRETE (HEAD)•••••• 00* • •1 1B zt 1-1/4" MIN. EMBED INTO CONC. OR MASONRr•(SADt�j 'S z�aa^� •• j DIRECTLY INTO CONC. OR MASONRY •••••• • O'o--' �- • 1-1/2" MIN. EMBED INTO CONCRETE (HEAD)• • • I U^w • 1-1/4" MIN. EMBED INTO CONC. OR MASONRI (JAMB ) ••• $ W°i•� •• o ' §14 SMS OR SELF DRILLING SCREWS (GRADE s CRs)s•• • • o INTO MIAMI-DARE COUNTY APPROVED MULLIONS(TdIN. %K. _ �� • INTO METAL STRUCTURES •• t 11 STEEL : 1/8" GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) u po (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) _ g, g TYPICAL EDGE DISTANCE •2 I 11A INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. © t5 j 1B INTO METAL STRUCTURE = 3/4" MIN. m m = 14A WOOD AT HEAD.SILL OR JAMES SG- 0.55 MIN. > s R$ 2 CONCRETE AT HEAD. SILL OR JAMBS f c - 3000 PSI MIN. PRODIJCPIt8VL4® C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS f m = 2000 PSI MIN. bas ylettalthtbelilaldr CC*N -OTO/0 Fr.JAYCMLAHWIO a 1 •' f7 Y �I, a •' 41- -z e "` 1 po 1 F c N.3s3B 3 •d, P 9 • e 'a VI �' e i •d S T 0i5 dravno a ' ALL JOINTS AND FRAME CONNECTIONS SEALED WITH W09_O$ ^ JOINT SEALER. sheet Sof 8 ITEM/ PAST$ RRQD. DESCRIPTION MATERIAL MANP./BOPP-R/REMAREB i FY101 1 FRAME HEAD 6063-TS - I 2 FY115 t FRAME SAL 6083-T6 - -- 3 FY103 2 FRAME JAMB 8083-Ts - O J 4 FY104 1 FOOD MIG.RNL _ 6083-76 - 5 FY105 - 1 VENT TOP RAIL 6083-T6 - a a 6 M14 1 VENT BOTTOM RAIL _ 6083-76 - �I � u 7 FY107 2 VENT SIDE RAIL 6063-T8 B FY1DB AS ROD. GLAZING BEAD(6/16•LAM.CLASS) 6067-T6 - �°. BA FY109 AS ROD. GLAZING BEAD(7/16'LAM.GLASS) 6063-TG - MW8-DACE COUNTY 88 FY110 AS ROD. GLAZING BEAD(INSUL LAM.GLASS) 6063-T8 - og APPROVED MULLION 9 FY116 2/VENT SASH STOP 6083-T5 - 6 Q SEE S NOA SEE ELEV. FOR SPACING 11 FYI 13 2/VENT SPRING LOADED LATCH,AT 7'FROM ENDS 6063-T8 - °�Orp OgZ CAL ANCHORS 11A - 1/LATCH LATCH SPRING ST.STEEL _-_ 12 SL203P 2/VENT SWEEP LATCH,AT 12-1/2'FROM ENDS ZAMAK SULLIVAN&ASSOC. LL Z a_J 12A 18 X 5/8' 2/LATCH LATCH INST.SCREWS ST.STFFI. FH SYS a p 13 - AS LEOD. SETTING BLOCK EPDM DUROMETER 8035 SHORE A -- - - = 14 #B X 1' AS READ. FRAME&VENT ASSEMBLY SCREWS CRS PN SMS 14A #a X 3/8' 2/VENT BOTTOM PALL ASSEMBLY SCREWS CRS PH SMS J () c _ IS E207 AS REOD. BOTTOM RAI.SEAL-SERIES 101 NEOPRENE UL.TRAFAB J '� - __ - 16_ —.-E203 AS REQD. GLAZING READ BULB SANTOPRENE - ULT" ••• ••` •• - --- - - - _ Is W23181 AS REQO. FTN SEAL WSTRIPPING ----' - -- VLW MAB• ••• N • g - - - - 19 FY117 4/VENT SASH GUIDE CELCDN E{ j%4pCS Wr •• •• 19A 96 X 3/8' 1/GUIDE SASH GUIDE INST.SCREW CRS aH 5765 T1PE 8 WINDOW WIDTH .� WINDOW WIDTH 20 F210 2/VQJT SASH BALANCE - SUPERBOOST By BSI g ' • • 20A /8 X 5/8• 1/BALANCE BALANCE DIST.SCREW - s • •� }t om • 21 - AS READ. GLASS SPACER SIUCONE PRIAJR 7.OWE *Owl CI O O" • 22 - 1 5/16'BOOL SCREEN _ - *MON&* 000 f� Z-j,6� •• 23 FY120 - FLUSH FRAME ADAPTER 6083-T8 3 TYPICAL ANCHORS 24 - - INSUL CLASS EDGE SPACER ST.STEEL XL • SEE ELEV. FOR SPRING • • • Q W t• 1/4'MAX. • • • • 1/4'Max. VENT STH SHIMS • • • SHIM t BUCKS 1/a'MAX. "METALWOW •'•: ' SHIM STRUCTURE •• 18 7 20 - v r� y, TYPICAL ANCHORS g o g o SIE EIEV. TYPICAL ANCHORS s FOR SPACING SEE Et". C • FOR SPACING m� 3 - CO c•d ed W - - - SCREETI OPTIONAL--------- 1/4' S2 o o .MASONRY o tl gam��w to EXTERIOR p 3 En I.JAVAD AHM 'o g .'.� E FLA. mL g ILL OPG. ;', CAN.P70592 WINDOW WIDTH meuIDptylaBwJ1¢� AmptigCode Ao G JL4 Aaeptmlw� "' 015 drmving no. 19 W09-08 MI C Bheat 4 of g TYPICAL ANO FOR S ` EDGE OfST. SEE ELEV.FOR SPACING �� 8 TYPICAL ANCHORS METAL MIAMI—DADS COUNTY APPROVED EDGE DIST' N SEE ELEV. FOR SPACING STRUCTURE MUWON& MULLION ANCHORS Z d\ SEE SEPARATE NOA J e C EDGE GIST. A ALT- 4 TYPICAL ANCHORS , W 8 SEE ELEV. FOR SPACING Qg$$$$ H im O � N .• . ..• • • 00 a • • m •.•• 0004 6 Q Z w Q ...... •.. _ 1/4'MAX. • • • 3�` SHIMS AIT. •• •• '_ • TYPICAL ANCHORS • • . U W SEE ELEV. FOR SPACING • • • • W a•5 • Y •• • •..• • . TTL@� S MASONRY 4 ; $ WIN god^ea ALT. —0- INSTALLATION INSTALLATION DLTAH.S WITH FLUSH FRAME ADAPTER ire,JAVAD AHMAD CARL RA.PE B 70594 0 CAN.7.9J9 'PRODUCT R8V{SBD v pw �,N� 1015 drawing no. W09-08 6Y V sheet Sof 8 2.750 M u I w t02 �� o 14 m 1.688 .750 I Z •078 .062 2.750 1.140 (g Q FRAME HEAD 1.202 2.081 •� a FRAME JAMB 2 A <l7 .06 2.166 7.375 t 1001 .519� .394-�^� � � t� i �©�u�3 J ,.422 lao3 oSO I 903 .045 803 ® FIX. MEETING RAIL O-�1 1.047 ® �1 1.047 ® �I 1.047 ro ••• j 7.340 GLAZING BEADS • • J '�j 1.434-+y ••• • ••• : N • 1.250 gN 12 �p •••••• • •�' W ••i •• 2.063 1.087O82 1.140 • •• ,4 • � �� • •• • • ,.,40� .621 •• •• � • l� o VENT TOP RAIL 7 VENT SIDE RAIL • 3 • •• 3 . 2.027 :• �t . O d, • �// o" t.2a7 • i••• $ W°1�� • • • • • %i• ••• • .062 z.n3 • • • 1.446 1.928 1.750 7.254 .078 •• yt e� t,4a DE VENT CORNER DETAIL q �e� VENT �TTOM RAIL tt SPRING LOADED LATCH 2.974 o•"=�� sssaa .052 3.002 2.It88� M CORNERS DET IL Fsy:.uvw A91Na0 o as fU d N 76592 g 500 CmL 69 wOh6o Florida .674 .seo Bn�o�nceNo15� /1 2.750 FRAME 297, dr-Io �o zot� 2 FRAME SILL Q FLUSH FRAME ADAPTER W09-f eat 6 of g i 1 �ROI��'N''CpNTRfII.�:�GTIOIY 1xE1�ARIG N t)jl�1tEattE A'�AMD, W"W_0"Z COUNTY t)RY AP ECO1�Ft3 RESaF7i7; t j 1 Sqs Sid 26's 6 Rt om�l0$= tsotuAt�t[ rs�T[Oi�niv�szti s- sgo (�s, is . NOT EPTANCE � tami`dede. ov�.eca�tem I_L co��lndo�S'gs�i�t,. MWOY,'FL.331,70 S"qo#)L-: This' fOA is ming is'sne ttrtder fi►e uppi�lc, irulos and.regulations governing @ op materials. The doe unnentat oti sttliin ted .has be'cn xeviei:ved and a eepted ley 1Vi anti Dade rite:2E1t - Pargdutc t Co".Seg tion toba used itr N�`ulaii b ile uaty and other st eaa la a allured by the Axtihority Raying JijAlsdi ori T}v NOA shall not"be Valid°after the. 4.WtUt 400 04 01 below.'_ o Mto i- ada County ftoducit Coontrol i I Won(In,t1!tiann'r Dade°County)and/or the AHJ(in areas other*=,Miami Dade Oisunty�reserve"the right. to have tits product or thate tial tested for gnayiity psumnee purposes: It this product or inatena 1 Faits to perform ra the accepted manner,the maniafaetr Wil[.`incur the espense of such testing and,the AHJ may; iduoiedi slyW,oko,modf or suspend the,use,of such product or mate al within their„luristitcttt n; tElt reserves.ilia;right to re role this acceptanoe, if it is determined :by Want=Dada County Product: Corttol. d0u that°this:productor material fans,to:rtteet the tegit£roin. s--4 t o*pphaakle buliding code. ,j,%.prodncC app�cpved'as described herein, and has:beenesgded td cti ►ply�vilfi the.Flo Buil#iittg Code,` '1- tGAILeloci Httrroatteoiie. ESCA"ON,$0106"Eco-Guard 300”Al mraum Au* fii y, a, g..:0 Euacd, erres- �O Aluttt Pbced Wdw, EL,;7�;I��"'�sh:�ts i tough S of�,,ciafed Q3I23lQ��'�ith revisatott Ddated Q7��SlJ�,prepared.by AI_Farootl . xpQra WN sighed and sealed by Javad Ahmed;P.E.,beating the Mnami�Dade.outity Produet1oritrol ltevislan imp witlithe Notica of Ac:ceptanoe#aeiber ood expiration Efate by theMaml Dade Court - - �rtac -Corittol lection-- - -_ — 9ME IMAGE RA:wa Large sinal�nattiill l ale IMPRO Resi�stttitt ac tnnrt:s all beer peEErttattesnt labsvbt. to .' c c:$ name tsr 1090, citiy;.state, mode llseries,and fiWowing statert►Pnt; "11&mi:Dade County Product.Control Approved'' unless othbrwise noted tEerc'in. Rh AWAL of this NOA shall be rixltaidered after a renowaL appl cafion has been filed and there.has been no change:lathe appllgablle building code;negativet3�affecting the peirfarmance,ofthis prodo-o-L T ERMWATION of this NOA will occur a(ter:the expiration date or if theirs has been a revision or,eha0ge in the materials,use, andlor manufacture of the product or.process,Misuse-of this NDA as an ertilorsemer#t of,any,product.t,for sales, advertising:or any ot}er purposes shall auttmMiically ter[uiriate this NOA. 7'a'lure to:oq ply with any section:of triis NOA.shall'be cause for termiaatlai and t'einaoval offiT )A. tMEIf,TMEW TT; The NOA number preceded by the wordy iami-Dade County. Florida, annX, femowed'by the a aye . a,vert'is'rrig liters e. 1r any portion of the NOA is displayed,thenit 111"L be done in' en' �T�'ErTJON.. A copy. Qf-this•a ©A l` pvided to tb riser by the tnatYufacturer or its - distributors Rad sit he..avQabin,� •' lie at the requ .of the Building Oficial: - This NQA revises A#t, ence pages E-1 and F,2,as well as approval docum, mentco4ed above, The submitted documentation was reviewed by Manuel;Perez,?X. • ••• • !. .. . . . . 00: NOA.I�(o 15-471.5 I0 M(AM4DADECOUNTY' •• 000 • ••• . EgP. � e F t Approval Date. September l}3,2015 ••• 'i • ..• Pagel • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • f 'Eco MEI dow iRystems..MC NOTICE'.01+AMEPTANCE: E EI�VCE CZBIYII L`'l E)I A,.• MIA-MN`GS 1. lulariufactuGrcea die draw ngs and,septiom (Sub tted.bade Arte#09 0413.08). 2: DrawM* 9 XO;x'0940,tittod"Eca QuArd Series 300 t lufiti,F3 ed dw.(I,.NI IF sheets 1 tt=&5 oft 4W 0.3123109;v0krevisiorvD dated OM961S,prePOW'by AbFatooq Cgrpo 4on,si9Oo4 and seeEled by 14vaa Aid,k }. $, TF,STS 1. Test reports on.1)Air lrltratiion Test per FBC,'T,Ag 202:94 2�Tlnifotarn Sufic Air Piessure Test„.Loa ffing pet FOC TAS 2.42-94 3�Water'Resistanda Test,per'FBC,TAS 202-94 alongwith it Uffatiot�diagtara a 9*7114*vtizde x 96,1/$"MghEnc G altd.sw es 3W ahlni%riiti doublc�d winZio%pt; by Huwoane Et g�&Testing U04 Test ReportNo,. TI48-2191AO dated 0U1.5/09j slgood mid sea ed by CoAdido 11,., Fotit;R:E. (Stibatitted:undet,1 OA###=0413..081 2. Test reports ow- 1)Lace.t ile:IaV,azt Test per Faq IAS, 20194 y Z Cyclic Wind Psure Loa g perF$ ,1`AS 93-94 4009 with%gstallatiQn diagram.of a 9 0X1 wide x-9. 6 1;18'"lugbF.eo Guard series 300 alu n p dotib(e wed do er,Prepared lry 1 uzrlacane engineering&Tastitig inc., Test gett No,RM-O8-dated Ot{151(}9,_sued auid sealed by+ ndido F. Font,P',e,, (Sa welled.andet.�'OA#99-0413.08). 3, _ Test reports,on �)Air Tn tratlon`1`est�per FBC.TAS.20,2-94 2)1lnifotn Static Air Pressure Test,Loa ft per FEC;TAS 20294. 3)Water R.caistaboo,Test,per FBC,TAS 2094 along withtal:lall€axi cli gt of"a 48114"widor_96 3% "higb.Eco-tri a d atrr'es pU aluminum*01amob top fined v►indow,prepared.by HumIc eat,#aeoeIng& Tesd g Iise,.y'1x°est.Report NQ,HETI 08.2193.4,dated-014M si'gpeO and sq"by Candida R R M ( ubmM(e(I under 11 O.,4009-0413;88) 4. Test repottson; 1)Largo Amile tnpaet Test per FSC, A 21.-94 2)Cyclic:Wine Pressure Loading per.FBC,,,''TAS 203,04 a14ng v nd agram of a 48114"wide ic,96 I/P high Eco-Guards 3,00 al4rjalnnm.circular.arch top:Exed window,prepared by Berri cane Engineering& Testing koc,Test Report.140.IIET148419311,dated 01/15109,signed and sealed by CandWo V.Font,P.B. (Subm'Ined under NOM114 194.13.68) 5. Test reports on: 1)Large Missile Ti tpact Test per.FBC,TAS 201494 2)Cyclic Wind Pressure Loading:per F$C,TAS 203,94 along w ti 1Astaft(a di4g4ao of 42?518"wide X_90high Eco Huard;seriie&300 aluminumAiangalUrAp AAcl window,prepared by w caltte£Ktgineexing Inc.,Test Rerpoit o�AIWA-11.9 194 elated 0.1115/09,signed acid sealed b Canidido' F:Font;P.E. (Sitbitutted ayoderNOAP09 0,83.08) • • • • • • • • • PCOtI11C¢100AIr'O R..a Q • •• NOA No...11,_ 7.lsito Expiration Date: June 17,.2.019 Approval Date; September 03,2015 . . . . . . . . . . . .. .. • . . .. .. ... . . . ... . . Eco Window Systems;LLC. ,,OTICE OF ACCEPTANCEEWRONCE SOMOTTED B. .( S TWVED) G. Testreports on: 1)Air 14�o TestM ,TAS W�94 1Unifogn Static:Air:*Pressure Testi LoaOgg,per FBC TAS 2,p2-94 3�Water Resistance'f est,pee FM tAS X42--9.4. alt ,g_nth installation dxagratn ofd SO lf44 Wgh EW OXard series 30U i.dMinum fixedwindow,prepared by El i e-gnnae�erin cies IA-P Fest Roporl No.HETI,48 219$A,,dated 01115109;sYgiied and swo v Gar�dl¢a R�Pont, C. OA CULATIONS Ano'tor,verijacatton eatoulations at?d*WWW al 44%ls;Wmplying With FDC 5e' Edit on(2014),dated Q7%618 t :prepared by t l� at oq COirlioratton,s gi od�d Sealed by 4vad Alrmad�Px- 2. Glazing complies m tai)O�$WQ" D. QUAUMIT ASSURANCE L Miami-Dade Departmefit.ofRDplatory walqotipmie Resat m, R) E. TRWALCERTMCATION'S` Ix Ni no of Acoeptattce k'd: 1.4-0916.X 0-wed to K-Uraray America,xnc,for.thea "Hutactto@ PV:'Olaa.lAterlayer"dated OV2-s11.5,expiring.bn,12/11116. 2 Notice ofAcceptance,'N . 14-091 G.1 staett,toKuraray:A a Ca,lac.forthbir "SewUT01as®(Clear and ite) 'bliortayen'=ttatt=dAt/2l1S oarpl' :ott_ - Q'1��4/1$. R: $TAT. ITS . 1. Statement letter of conformance,comptyiug with.FF"en Xctil an.(2014),and of no financial interest,datedluly 8,201501ssuedl"by At-Farooq Corporation,s gneet az►d sealed by JAVad Ahmad,P.E. G. OTR I. Notioe of M opwoo No, 14-0317.03,issued to Eco Window,Systems,LLQ for their Series"Eco-Giwd.300'"Alumitium ki ted.Window--L.-M.I.,aped.on 04/1:4714 and expiring.on 06117/19''. •• ••• •• • • • •• .• ... Y Y . -Y Manus.Pe e�,. .,E • • • • Product l ontrot •• • • • • • NOA No.15-0715,10 `• • ••• • ••• • Expiration Dater June.11,2019 Approval Date: September 03,2015 . • • • • . . • • • . .• •• . . • •• .. .062 soo ' Tfi& FAM Aaa+ s a 'oPs. . �S (SUVA Apomy, ;913.1— 1.000 A62 V £LUSH FRAME:AAAPTER i_J� _ �. FRAME FIEAO/SILL/JAMB, ,et�s � ��Ob• 1 U Jt � � • •• GLAZING•9EA0 • • • tDt !"j: • • • i••i i• ff 'd qq�� 1.070 � •••• •.•y�L • •'tee• i � • e 373 •••• • ••> e • s• nt � .+ t eU ANCHOR LSVER •! : •• c+'m i0 pn pt- . gr • •••• .••••+ • • _NFAtt�/9� HeAq/StLL a# e••• U 41,oaf.� LYRICAL ELEVATION ECO-GUARD SERIES-300; ALUIr(INUM FIXED WINDOW -- DESIGN LOAD RATINGS FOR THESE WINObWS TO BE AS.PER [ + e : CHARTS SHOWk ON SHEETS 2: D.L a, IM3D:�O, HEIGHT:e 1YINDOW kiElGtfl-- �828� � - - PROVAL -TO SMILE U NITS SIDE AY SIDE COMBWAMONS OSE fIX./F1X.OR fDMDOYflTH.OTHER DG.6:.MD'fi'sa ANDOIY WlD}I = 3$2&' WINDOW TYPES IN MODULES OF TWO OR-MORE-WINDOWS USWO' MIAM-RADE'COUNTY•APPROVED'MWWONS.Di BETWEEN. - IOWER DES}CN,PRE FROM WJNdONS OR MUWlON.APPROVAt L A D 70 RE b5'STEM. THIS PRODUOT HAS BEEN GNEO S�NHDD TE$7EO TO:COMPLT wpH TILE REQUIREMENTS.OF THE t BINLDING CODE INCLUDING:HIGF1 VELOCITY HURRICANE 2OHE.(Him) ,r m WOOD.BUCXS,BY OTHERS'MUSE BE ANCHORED PROPERLY TOTRAN$Vt LOAM TO THE'STRUCTURL .. cHoRs SHALL.eE As�LISTEO,sPACEo As s4iDYfN.ON Der.NIS ( „'(F+E$E iYWDOlYS 'fQtt'LA!?3 ;39�pAtk !fir • JAY.- 1`RUDLbTAs oNENT TO eASE LIATERIAt.sr+At+ s ivAti. lss sru�cD. s(aU►JEi iut�iv6 YftdffiiboFWA ANONtXiINO OR LOADWO CONDT[IONS.TiOT SNOStN IN 1NESE DETAIL$;kT{E _.... NOT PART bt~6LO AP ROM<ANI. A LOAD.DURATION 1NCRF4SE IS USED Bl'DESIGN OF ANCHORS'WTD:W9001Y"ONLY. $Y L. dFDffinl :dfDwill 1IQi Ma uu s INCLuom sui`Nt L{Nft to 3 fllld COME INTO.CONTACT wi}M.Ht ChARMRSS_EZSI",Ct E' �g l✓-;. REOPRDAENTS M THE.FLORIDA.KM LODE ... _.._ .. _ _ . ohnet•I� 5 i 1 ' A4 GPACM •Pbl! .V DE`St11N IA 1f1ND31k (9A'S lt'C?` 4)/GAF' RP>!'A� '�III,IDQII PMS.. o1i99 TYF&'C' tiLASS TYFB'D' /� N 3(18'AI'Bi::G1AS$ .''.3%18 HFgL Stl A .. Butoa PY8 9� a4' S $xT Btf4 X14 .. -t 2 79$' 800 Il94.. 8Y'SOraroy.*Mee%Mr. A� 7A_ A .86.6. .8 - BffAi:.SMMONE : GORNINO.886 C•RNP1G:AAR 4d' 7 C1 8Q Q 86,0. i A4 d ': 26-Y/al. 98A. 58 -: 04" " 4E: zoco l6E ses a000_ �+" 7$a eoc eoo ..'.eQ4 / n1F 1W, 00• :78A...... 80:C 8QA 840 .$,3-"1/8'x.:3S i8.0 U 80A 89.11 yO a w 1 moi '84.4 20.0 @BA. X74" . 98.o, 80AY 2r 79.4 Sb.O. 1. 4 Il It ¢4` 76A� W bo.0.. "DOA. 90.0 ax 7$.ti 84d! e�0' OU AT 1/4 POINIS h ( - .AT Y1I/l4E.SR43cr - 44�-8/9- 8'.,SLR MOM i 4:41WW JB`' :- 3&' � tb.0.-. .BCA.. �0.0� �o tom Ko � 64,/a 71a. 73i1 89,¢� .tfO�A. .. I I ix +Y79A. ., .90.0 80.4 900. 28-11* 784. eA4 � • •• 48' '! - 79G:" $t10 89b 804 " bi` 799'' 8AA 804 90.Er td • • ••• �- !e z Y t k" A4•. 790. edo �q pogo � =t/9' s1s %d 9 �4 .-._¢�4_. •• ••• - t8. ' S • • • R- � {/ JR4 89 78A 80R 809 BD 26- 79d _ ADA r� ••'• AND 14"D.w !1N,D 14U .. • i •• ••• • res` T8.4:_. 80:4 'a" '0.o ;i 37" :7¢' 79.9= 00 X o, °. A9A • • • SSLASS TYPE ' Y] 780_ , 768 80R 9C,aWear 87;A 89:9 S4A: $s0 • •• 4• 4424` 78.4 i BO'A edtl 900 - • G?AG OP0NS •• ••• •• •• '�• ypv 7AAA. � .E0.0. $OA _80,4. �I � .. • ••• i •••• i•• •• 36• .71A: .80,4 -:..-;Bk4 90.0- +, YF " • • d2% t: W78 0 8Q 0 taf 0 R�4 • ••• •••• •••• i :88" t JBA. '�. dOA.. 80.0 90.0 • • •••••• •••••• ;94x 88b: 71.3 804 �A' � �j�, •• ••• 88. 84.E -64,2 , $ M g , ADA mo. , ,y ... ... * .. tr. WIDTH �?' BOA >taO. ♦; . 3 • ••••• • • $ , URI, mai �Rx�e AcrA4 1 L_ ; -1/ WINDOW WIRD -WINDOW MDDFH 'W1DT!t - �1► 2 s;i &1.0- Bob -429.0 ,'. _I :� I_ r { ✓. 24' 780 BOA;..1: 8o4..; .s90:0 �� r 36- 98-. "73.4 782' 84 ' 44;0. 84,8, 8ff0 do C SaC%15S"zCAPACITlES ON Thil$ SHUT AM E WINDOW WIDTH �'4hDiH vqglqw..:WlD1Hr {r { I i. 4or _ .. •, 5A 99.9• 4, 79A w BASED OH E1.30A-09 (3 SEM QUSTS� r 199' 78A 800 84A. X94._ PRR}PUE7R6Y1$!�. N ae74.9 .74A: 80.0 90.0 .F1'lL, B w�t4{ho0iadQ•, .1, '.; AIA �A 90.Q 0.fidV. rJ p:! .AID zl i � $ -- �, � aa" •�;;o_ ; .:.:.84;0 21,,0 sa+:o: . : , , : _ � 2©tR _ - 1 76.0 66A A{LA -- AL1011(t6LE'IOAOS:FOR.ALTERNATE$NAPES AS§1i019A1 A 6R SI!lIU+R CAS.> . 46: Z48'. aoA CoA �(a�t drOwln no;. Ido 9 v�raFlED:er irGS NOWINDOW SHAPE WITHIN 4UAAE OR ttECtAt�LE SHQw17`rt1 MM Mp A<#6 66TAD.M n4lownOtE'taR6S FROM.9i ESHAD Y11Q9- 0 I I , er irwca ntvLwofls SE¢;aW.FOR SPACRN. 'METAL TYPIC -ANCHORS •V' WOOD eliuc Elan FWSPAMND VR ,: u •a. y1a � CWlp111'.»� PARAtN>1 i z . I S£E'-ECEY:FOO:SPACUiO ¢m r� X�i� •••i WOOO'BUGKS AND METAL STR(ICIUt�:N07 9Y ECO W6W.'1 r-r • fee: i,.: MUST SUS'M.LO(1DS{IMPOSED Or.yC(AYING'S1�Tp1 (Fle-1�7,� • ••s• • • i • ANR'T +NSF�R .TC'TIS BS10.DW4 �t INTO.m WOOD ms.i1R WQQR a*"IIZuC(URES` • i,' •i t-1�0'M1N.PENETRATION(M'0.WOOD vi • •••• • •• THRU ABY WCM IWO:GOWO 'OIt;MASONRY• • • , DIRECTLY INTO CONC. OR MASONRY •••• • ••A• s !I ,j • 1 +1�1:IdIN:F�lBFb YN10 GONC.:OtQ ►AWWY ELF Q (QR11 A�E¢.CAS) G .. • • a • .i JNfD.MIAfi(I DARE f1tIY'AF!PROVED;MUIJJONS (MIN:THK • • .! !! 1NT4 6AETAL SITRU�'UNES. • • ••• i! !Bee STEEL,:'*T'/8 n1K; MIN (Fy a KSI.MIN p .L'. • •••• 900 i • ALU6dINpAI .(8083-T£e'FAIN- 8 ;STS 4IC cKiNTACT wnH AtuMINUM fo em c3R;apINTEgj w .•• �I 11 INTO'CO CRE1E.AND;MASONRY m 2,1/2' MIR. !i�t INTO'HOOII STRUCTURE= t MtK 11 i INTO+,METALTRUCTURt ijb":MIN._ WOAD 7!t HFAD 9ftC'tt>R JAMBS' 1 - CONQR AT hJEAD�SILl.DR'JAM¢R fd 'SC..OD R${•¢Ily: . HQLL4YF/Kfi�EO ,1 1! i!II - N Al, JO1NfS Amb.FRAME:C8IVNLCI7OMS:SEAL@0:1YItF1 i :! VTmm JDUVT iSEKI FRa y v.t. ti �'., 'd,• " t ti� 1 TYPIGL APIit1{QRS � 'y, C} t. 51�11FI�4� .f1n� (�� .._ dt'GM�I j U4C. ..h. .S '1EL€Y.FOR•SPACING XCOD i :FOR rr�rs r �cir r aagb D170N sunsstat. awarc;(�mrl�2ela®uw� g : - i' FYSOt 2 t _ 2SW4 W ¢lA _ }S 3' .•F1'•iO3 tS RE00. iWC,HOR.pDVER s08S-75 - 1 �7HIG. �, :� �� i 4 E20.7 AS.fff00. CUV.piO BEAD BtA�t ,NEON UE7AAFA4' .. 5 _ ! 8 -FLB-80 t "OlAS8 81!ACER Ve i" SA1pd41E FNMBC 1:OYlE ,I . iE a FRaNE AS OLY$W*Ws cats F"SM _ � . 7 FY120 - FLUSIt FWNdp,AWMR 8083-Z8. OP'fWNAI. - _ �Qi�jf a 2/U19 ,SWM 9L= EPQib QUke4'IEB;-A ssf—.o% , om • • 0000 • •• � ` .:: - - ' 0000•• V- 4 V • ••••SulGu-Dpoe courm � �: Vi • •••• •a ••! PROVEO MUL4ON ':QFC rAt7AR WWDOWS OCULAR WINPOWS tf&Comm• •• SEPARA76 NOA �11�ICAl:lDiQNRS' • o • • .-SEE EtEY;PbR:5PltNG ••i• • roe 090.0• {.. • • I CORZ1FoR >� 0000 0060 •0'0 /� • 9 a • k W • • coo* t • • •000 • 06 • 04 0664 • • -- -- — — -— 3 09* • 06•• 609• • -- - - _. V.�-. . 0900 - .SEE EI.EV.FOMACW6WHM :-W&K 1 *IlAlj: a bnsc 91aN5. �E�� ' ANISt10N8 g j FnR;sRACu(m f SEE YOR la-ELEVp O•. C l Zhu. dill a —�c.:a.:.ias-•__ —— __ _____ _ _ __..��;�moi. 'R WOOD. K wow.Sf - - •� 1prt ZWtA0,A1.01n PR D=RRVIUWL _ F. .15Y g ... 1, 2: E=BRIOR t wooD auas t9 S : mrmocr xnonc W0920 I ' TYPICAL ANCHORS Ts•PIsAt.�A�cNOAs - doGr+x,irPnovEu _ 1 _ SEE EM.FOR SPACING 9Efi DEV.;F9R$PALMNO ,�(pN.g,NULLOk Al�FIORS �gJ a ,;. r s A• 1 - S'F��SFPARAIE NOA ZQ JAN V. Y+ ' AU. A CHO4, 0000.. 0000. .. 00, 00 . ... . ... 0000.. 1. egos* 0000 Goes y • • ,. . 0000 •.00 .. ... .. 0000.. �1 z•.� • •.• • •• Srmts ALT,• U z�, • • • • •• ••• 0000 • . , •.e• TYPIx,ANCHOR$ - lill :�: si &T: {$� T 7N=126ON DRAM'iYl'1'u FL 57 a=-.#dADA TY•T, A -i' '` '� " ' ►� � ' ,;1'IcAI.H+ctroRs •� �� :�24i� ara�inq= �. 5Ee;EtEI!FOR SPALNNO t: sheet :. $. i i M I AM I•DADE MIAMI—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION i DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SSV 26 Street,Room 208 BOARD AND CODE ADMEWSTRA.TION DIVISION T(786)315-2590 F(786)315-2 99, NO CE NSA ww�y.miamidedc.eovleconomv Eco Window Systems,LLC I Miami,Fl.33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. i This product is approved as described herein, and has been designed to comply with the Florida Building C . DESCRIPTION: Series"ECO-Guard Clipped"Aluminum Tube Mullion--L.M.I.. n , sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami-Dade County Product Control Section Approval stamp with the Notice of Acceptance number and Approval date by the Miami Dade - C 7roe:cton. _MISSILE IMPAG:Large and Small Missile Impact ResistantELING: Eabear a permanent label with the manufacturer's name ogo, city, state, series, and following statement: lama, Be County ro uc on ro pprov ", 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 temoval 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•dndre:1401 shall b� provided to the user by the manufacturer or its distributors and shall be available for inspegtignitYhQ1Qb sttg at the request of the Building Official. This NOA consists of this page leend e0hiea t;prtgesW'I acid E-2,as well as approval document mentioned above. The submitted documentation,-ms reviewed by Janne D.Valegn,P.E. _ MIAMI DADS COUNTY •• • • ••• • :NOA No. 14-0529.16 . �GAS Expiration bate: c er , i ��p 1 • • Approval Date: October 23,2014 • ••• Page 1 ... .. .. . . . .. .. . . . . ... . . I I I r Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M14--01, Series titled "Aluminum Tube Mullion", sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al— Farooq Corporation,signed and sealed by Javad 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 along with marked—up drawings and installation diagram of a clipped aluminum mullion at fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2192A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of a clipped aluminum mullion at a fixed window/a single hung window,prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08-2192B and HETI-08-21660, both dated 01/15/09,signed and sealed by Candido F. Font,P. E. 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 marked—up drawings and installation diagram of a clipped aluminum mullion single hung window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08--2166A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and FBC 5th Edition (2014), prepared by Al Farooq Corporation, dated 05/05/14, signed and sealed by Javad Ahmad,P.E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). .E. MATERIAL CERTIFI PIt _ 1. None. .. ... .. . . .. • • • + • • • • • Jaime D.Gascon P.E. '• • ••• • ••• ; ; Product Control Section Supervisor •+ • ••• • ••' ' NOA No. 14--0529.16 Expiration Date: October 23,2019 ••• + • + + +•, • • Approval Date: October 23,2014 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with FBC 2010 and FBC 5"' Edition (2014), issued by Al Farooq Corporation, dated 05/23/14,signed and sealed by Javad Ahmad,P.E. 2. Department of State Certification of Eco Window Systems,LLC as a limited Iiability company, active and organized under the laws of the State of Florida, dated 03/21/13 and signed by Kurt S.Browning, Secretary of State. 3. Laboratory compliance letter -for Test Reports No.'s HETI-08 2192A, HETI-08-2192B, HETI-08 2166A and HETI-08-2166C, all issued by Hurricane Engineering & Testing, Inc., dated 01/15/09, signed and sealed by Candido F.Font,P. E. 4. Proposal No. 08-0236 issued by the Product Control, dated 06/04/08, signed by Manuel Perez,P. E. G. OTHERS 1. None. .. ... . . . . . .. • 0:6 • • Jaime D.Gascon,-P.E. • . Product Control Section Supervisor .. . . . . . . . • •• . NOA No.14-0529.16 .. . ... . ... . . Expiration Date: October 23,2019 ... . . . . ... . . Approval Date: October 23,2014 ... . . . 000 . . u a --------- --------- Z O z GICAL LAZING PRODUCT • •• 1 IJ QQ • • • FRAME 1.000 • 6666 • •• I I� �, ••••• • • • TYPICAL 3 • • • • WINGCW �i_---11 LwIL 6666•• --� 6666• • • • • e.� o �� • • 6666•• +� O • 6666• •• •• •• • • • • 3.000 4.000 U � 60.00 • •60 000000 N I •••• easeTUBULAR SHAPES 0 •SYSTEi�IS RATED 4FOR LARGE MISSILE IMPACT. 2.000 ALLOY 6063—T6 7 V1 [.�VOUIA'l tiFi YD WITH ALL•NILMAA}DADE COUNTY APPROVED J1MPACT ANO NON—IMPACT RESISTANT PRODUCTS.as O 6.66• •• 6•i•6• • RECTAmG(TLQ,B.ALUMINUM TUQE MULLIONS MULLIONS CONTAINING TYPICAL GLAZING PRODUCT •• HORIZONTAL OR VERTICAL 0000•USING Nq�LIDN PROPERTIES IN LY O o M B=-9 • SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING > Z 0000 z THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE Z REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY ] ,�j HURRICANE ZONE(HVHZ). J 0`1 ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE Q W F,9 APPUCABLE BUILDING CODE REQUIREMENTS LE:WIND LOAD, WATER INFILTRATION,FORCED ENTRY RESISTANCE,SAFEGUARDS ETC. O WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALT.BE AS LISTED,SPACED AS SHOWN ON DETAILS,EMSEOMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING(STUCCO,TOE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS c ARE NOT PART OF THIS APPROVAL. e A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. c MATM41S INCLUDING BUT NOT UNDED TO g�E� ErAL SCREW$THAT CONE INTO CONIACT WITH OTHER MIMLAR MATERIALS$FW.L MEET THE REQUIREMENTS OF THE FLORIDA BLDG.CODE. INSTRUCTIONS, USE CHARTS AND GRAPHS AS FOLLOWS. ;g STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 c ' FOR PARTICULAR OPENING. STEP 2 USE MIAMI—RADE COUNTY APPROVED GLAZING PRODUCTS + MEEONG ASM LOAD REQUIREMENTS. ,,Aypp A„MAD STEP 3 USE CONNECTION TO MULLION AS PER PRODUCTAPPROFIX PEy70SB2 C USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH O.A.N. "-yyC ,STEP DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED MIProVcd av wo:ply�}n{6Tt4e IN STEP 1 ABOVE. j 1'iaddaRulldLq +1 D+po {L USING ANCHOR TYPES ON SHEETS 6 THRU 9 AND ANCHOR CHARTS I NV/J�.�;(�{��•+� � Y /q'� �j STEP 5 MORE THAN 4. E SELECT TSIrA ANCHOR TYPE VMH DESIGN RATING VE sheet 'I of g i ' i 1.000 .125 .378 1.000 2=0--1 .125 2.000 125 2.000 2so Lmul� -y 1AD0 .125 ,.000 p- 0 125 J75 4.000 .125 .125 4.000 .125 4.000 3.000 3.000 .125 Q, n 6.000 6.000 n FMMMi qqq .378 .375 Lu Qzry' a • • .125 ••jX•Y .9502 N\s•• Ix 2.437y N\4• Ix 1.536 N\4 IX 3.1878 N\4 Ix=2.9762 w\4 LL SX v .6335 •• •SX 1.0167 N • Sx 1.0254 N\3 SIX 15939 N\3 SX a 1.4881 N\3 A u, • ••� X3 • 11( 41 1 X3 1 X4 2 X 4 qa{ AL •STD. MULLION • STD. ROLtJbA• CUSTOM MULLION CUSTOM MULLION STD. MULLION • 63-TB •• 8083-we s• 6063-TB 6063-TB 6083-T6 E"oo •• • • ••• • Ix � 8.2757 N\4 IX� ,8.203, N\4 !n• • • •••• Sx 2.7586 N\3 0• • •••• 0010 0000• 2 X 6 2 X 6 D es • • •••• • STD. MULLION HEAVY MULLION v • •••••• •• •••••• 6063-76 8083-TB W • • • • MM O 0000•• 0000 • • QOM • • 0000 Z Z 0 sale 2.126 212s .125 125 125 A.ppmm8 nso�viplptag�ih4 6u ° TV?. T V. 1'laddn Bt�ld 2.000 IN NOA9. IL I m 6500 5.m NOTCH NOTCH c OPTIONAL 1/2• OPTIONAL 1/2' MIN. MN. CIVL FIA.PE 3 '5'9 2 MCAN. 1/2" MIN. N. MN �. kAY2014 drawing no. ANGLE CLIP ` '1 M14-01 MULLION CLIP MULLION CLIP '' 6083-Ta 8063-T6 8063-T8 J shael 2 of 9 i DESIGN]AAD CAPACITY-PSP(TUBE MULLIONS) DESIGN LOAD CAPACCPY SF(TUBE MULLIONS) DESIGN]AAD CAPACITY-PSP(TUBE MULLIONS) 4i WINDOW DIMS. 1X3 1 X4 1 X3 1 X 4 2 X 4 2 X 6 2 X 8 WINDOWDD19. 1 X3 X4 1X9 1X4 2X4 2X8 2X8 WDD)OWDlldB. 1X3 l Y4 1X9 1X4 2X4 EX 2X8 `R Q Y90TH(Y✓)MULL SP SM. STD. CUSTOM CUSTOM STD. STD. HEAVY WIDTH(W)MULL SPAN STD. STD. C STOM CUSTOM STD. STD. HEAVY YADTH(Yl)I1ULL SPAN STD. STD. CUSTOM CUSTOM STD. BTD HEAVY k 19-1/8• 120.0 120.0 120.0 120.0 120.0 12oo 19-1/8' 74.6 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' - - - 690. 55.3 120.0 Z 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 53.8 115.4 87.1 120.0 120.0 120.0 120.0 26-1/2• - - - 42A 39.9 111.0 120.0 I• p 30' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 47.5 101.9 76.9 120.0 120.0 120.0 120.0 30" - - - 37.8 35.3 98.1 120.0 ] 3 37' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37' 38.5 82.6 62.4 120.0 120.0 12x0 120.0 37" - - - 30.6 28.6 79.8 120.0 42' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42' 33.9 72.8 55.0 11J9 106.4 120.0 120.0 42' - - - 27.0 25.2 70.1 120.0 Q 48' 38-3/8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48' 74-1/4' 29.7 617 48.1 98.7 911 120.0 120.0 48• 120" - - - 23.6 22.0 61.3 112.8 0�C 54' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 54` 26.4 56.6 42.7 88.6 82.7 120.0 120.0 54" - - - 21.0 - 54.5 100.1 a 80' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 60" 23.8 51.0 38.8 79.7 74.4 120.0 120.0 60" - - - - - 49.0 90.1 Be 1125 120.0 120.0 120.0 120.0 120.0 12OA 88' 212 48.3 38.0 722 87.7 120.0 120.0 - - - - - 44.6 81.9 qq�I 72' 103,2 120.0 120.0 120.0 120.0 120.0 120.0 72" - 425 32.1 655 62.0 120.0 120.0 72" - - - - - 40.9 19-1/8• 0 140.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/e' 515 110.4 83.4 12MO 120.0 120.0 120.0 19-1/8' - - - 445 41.8 115.8 120.0 f� W � * 120.0 f.0.0 120.0 1200 120.0 28-1/2• 37.2 79.7 80.2 1200 11&4 120.0 120.0 28-1/2• - - - 32.1 30.0 83.4 120.0 Q 3 .3 t. 120.0 120.0 12180 12910 120.0 120.0 120.0 30• 32.8 70.4 511 110.2 1022 120.0 120.0 30' - - - 28.4 28.5 73.7 120.0 Q 37' �4rf � 120.0 1 0.0 129.0 120.0 120.0 120.0 37• 26.6 57.1 43.1 89.3 83.4 120.0 120.0 37' 23.0 212 99.8 1092 42 120.0 120.0 WO.Ov 12010 120.0 120.0 12ao 42' 23.4 803 380 78.7 732 120.0 120.0 42' - - 20.3 - 52.6 96.7 Ile 42' ti0.0 120.0 1 . A 120.0 120.0 120.0 48 84' 205 33.2 882 84.3 120.0 120.0 48" 132' - - - - - 48.1 84.8 O •44"• •61142 120.0 120105 10� 120.0 120.0 12xO 54' - 39.1 29.5 61.2 57.1 120.0 120.0 Be - - - - - 409 75.2 C1 r L&4. 120.0 1 120.0 120.0 120.0 Be - 352 26.8• 55.1 51.4 112.6 12xO 60' - - - - - 362 87.7 4' • In Sol• 94.0 120.0 120.0 120.0 120.0 120.0 120.0 66• - 32.0 24.2 50.1 44.7 102.4 120.0 66' - - - - - 33.5 815 Z • • 120.0 M2000 120.0 120.0 120.0 72' - 29.3 22.1 459 42.8 93.8 120.0 72' - - - - - 30.7 54.4 0 19-1/8` 41204 0 120.0 120.0 120.0 120.0 19-1/8' 34.5 74.0 582 118.8 108.1 120.0 120.0 19-1/8' - - - 34.3 32.0 89.0 120.0 18114fp i .0 120.0 120.0 120.0 120.0 28-1/Z' 249 53.4 40.3 835 78.0 120.0 120.0 26-1/2• - - - 24.8 23.1 64.3 11&0 30' 120.0 120.0 120.0 120.0 120.0 30' 22.0 47.2 35.8 732 8&9 120.0 120.0 30" - - - 219 20.4 582 1043 w s7� .3 120.0 120.0 120.0 120.0 37' - 38.2 28.9 892 8&9 120.0 120.0 37` - - - - - 48.0 842 m •412' 101.0 0120.0 120.0 120.0 120.0 42' - 33.7 25.4 527 49.2 120.0 120.0 42' - - - - - 405 745 1-50-5/8' % 120.0 120.0 120.0 120.0 48' 98' - 292 22.3 46.1 411 1072 120.0 48' 144• - - - - 352 65.2 2 0 o M m 54' 4 79.0 820.0 120.0 120.0 120.0 120.0 120.0 54• - 26.2 - 41.0 F7U 952 120.0 54' - - - - - 31.5 579 Z Z 80' 7. 1142 113.2 120.0 120.0 120.0 120.0 60• - 23.6 - 369 86.2 120.0 60" - - - - - 28.4 52.1 Sy,z BB' 64.7 104.1 104.7 120.0 120.0 120.0 120.0 86' - 21.4 - 335 78.4 120.0 6B" - - - - - 25.8 47.4 J 0�, 72' 593 95.4 96.0 120.0 120.0 120.0 120.0 70.• - - - J0.7 71.8 120.0 70.• - - - - 23.7 43.4 Q V W 19-1/6' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' - - - 61.3 120.0 12aD W Otg 28-1/2' 88.1 120.0 120.0 120.0 120.0 120.0 120.0 28-1/2" - - - 5&7 120.0 120.0ARCHES TO BE INSCRIBED HORIZONTAL MULLION 77.8 120.0 120.0 120.0 120.0 120.0 120.0 30' - - - 81.8 . 120.0 120.0 INSIDE RECTANGULAR SHAPE 37' 1 63.1 1199 102.1 120.0 120.0 120.0 120.0 37• - - 42.0 1 39.2 100.1 120.0 42' 55.8 105.8 80.0 120.0 120.0 120.0 1 120.0 42' - - _ 37A 34.8 96.1 1 10.0.0 :�6lAZ(NO 48' g3• 482 92.4 78.7 120.0 120.0 120.0 120.0 48' 108' - - - 32.4 30.2 84.1 1 120.0 �iPRODUIT S4• 43.2 82.2 70.0 120.0 120.0 120.0 120.0 54' - - 282 28.8 74.7 120.0 MULLION fl 80" 389 73.9 53.0 116.7 108.0 120.0 120.0 60• - - - '2" 24.2 67.3 120.0 _ 86' 35.4 672 573 105.1 982 120.0 120.0 Be - - - 232 22.0 61.2 112.3 GLAZING GLAZING - PRODUCT PRODUCT 72' 32.4 81.8 82.5 88.4 B0.0 120.0 120.0 72' 21.8 20.2 56.1 1010 s - _ _ CU21N0 OlA2UN0 PRODUCT PRODUCT ALL LOADS ARE EXT.(+)/INT.(-). c 015 .g NOTE. W1 W2 MULLION SPAN o MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION ARRANGEMENTS " I0. AHAW7 W �y� CACML FLA�N./7�os,92 T"YI4VIL,Tt9 W1 s Wz Approved $g �` FI Id u Db,,l \ p Imre �11�7yO,A� MULLIONS 11V\ t� 4M14-01 DESIGN)AAD CAPACITY-PSF DESIGN LOAD CAPACITY -PSF DESIGN LOAD CAPACITY-PSF �u 3 WINDOW DIETS. ANCHORS.TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. CHORE TYPE � c WIDTH(W)MULL SPAN AS A4 AS, BE B4a B4b WROTH(W)MULL SPAN AS A4 AS BE B4a H4b WIDTH(WQ HULL SPAN AS A4 AS B2 B4a B4b 10-1/81 120.0_ 120.0 120.0 120.0 120.0 120.0 19-1/8° 120.0 120.0 101.4 120.0 120.0 19-1/a" 97.9 _120.0 62.7 90.4 120.0 z F 26-1/2• 120.0 120.0 120.0 120M 120.0 120.0 26-1/2' 114.2 120A 120.0 73.2' 105.4 120.0 26-1/2• 70.6 120.0 120.0 45.3 05.2 909 0 W. 120.0 120.0 120.0 120.0 120.0 120.0 30' 100.8 120.0 120.0 64.8 93.1 120.0 30' 624 108.8 120.0 40.0 57.6 80.0 3 3Y 120.0 120.0 120.0 101.4 120.0 120.0 37' 61.6 120.0 120.0 524 75.5 104.8 37" Bo.a 86.2 120.0 324 48.7 64.9 42' 120.0 120A 120.0 89.3 120.0 120.0 42' 720 120.0 120.0 4&2 665 92.4 42` 44.6 77.7 116.6 28.5 41.1 87.1 Q 48" 38-31W 120.0 120.0 120.0 783 1128 120.0 48" 74-1/4" 63.0 109.9 120.0 40.4 583 80.8 48' 120° 39.0 69.0 102.0 25.0 36.0 50.0 C 54" 106.4 120.0 120.0 69.5 100.1 120.0 54' 56.0 97.7 120.0 35.9 51.7 71.8 54• 34.7 80.4 80.7 223 320 44.4 ^ a 80" 97.6 120.0 120.0 625 90.1 120.0 60• 50.4 87.9 120.0 323 48.5 64.8 31.2 54.4 81.6 20A 2&8 40.0 7VC Iy"� 48" 88.7 120.0 120.0 5&9 819 113.7 88• 455 79.9 1195 29.4 422 5&8 2&4 49.5 74.2 - 28.2 3&4 a 72' aid 120.0 120.0 52.1 75.0 104.2 M' 420 733 109.9 26.9 385 539 M" 2&0 68.0 - 24.0 33.3 19-1/8° • 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 89.6 120.0 120.0 19-1/8" 69.0 120.0 120.0 57.0 82.1 114.1 26-�2'0 �1es 120.0 1 1 120.0 120.0 120.0 26-1/2° 1009 120.0 120.0 64.7 933 120.0 26-1/2° 64.2 112.0 120.0 41.2 5913 a23 {D •• 0 120.0• 120.0 •120.0 114.3 120.0 120.0 30' 89.1 120.0 120M 57.1 82.3 114.3 30" $6.7 989 120.0 3&4 52.4 72.7 ZL ••3•Y•..• • 42D.S 120.0 120.0 927 120.0 120.0 ` 7 120.0 120.0 4&3 88.7 92.7 37' 48.0 80.2 120.0 295 42.5 59.0 • 42' 120.0 120.0 1@0.0 81.8 117.8 120.0 42' 83.7 I11A 120.0 40.8 88.8 819 42' 40.0 70.8 IOBA 28A 37.4 519 •448° 42" 111.4 120.0 • 71.4 102.9 120.0 48' 84• 97.1 120.0 35.7 51.4 71.4 48" 132• 35.5 619 92.7 227 327 45.8 •461• • 99.0 120.0 91@0.0• 63.5 91.4 120.0 54• 49.5 683 120.0 31.7 45.7 63.5 84' 315 54.9 82.4 20.2 29.1 40.4 •• • 120.0 1 57.1 823 114.3 80' 44.6 77.7 118.6 2&8 41.1 87.1 BO' 2&4 495 743 - 26.2 36.4 V 81.0 120.0 120.0 51.9 749 103.9 66• 40.5 70.6 106.0 2&0 37.4 519 88° 25.8 45.0 87.4 - 239 33.1 Z I • • •/ 120.0 47.8 8&6 95.2 M' 37.1 649 97.1 23.8 34.3 47.6 72" 23.6 412 619 - 215 303 O Vl 19-1/8-4 0 W&O 120.0 040" 120.0 120.0 120.0 19-1/8• 120.0 120.0 120.0 78.4 1129 120.0 19-1/8" 81.6 120.0 120.0 523 75.3 104.6 7 */r 20.0 120.0 1 0& 107.3 120.0 120.0 26-1/2" 88.3 121L0 120.0 56.6 815 113.2 26-1/2' 5&9 102.6 120.0 37.7 54.3 785 30" 120.0 120.0 140.0 94.8 120.0 120.0 30" 78A 120.0 120.0 50.0 72.0 100.0 30" 52.0 90.7 1 120.0 33.3 48.0 66.7 j :"0199 120.0 *1705" 76.9 110.7 120.0 37, 63.2 110.3 120.0 40.5 38.4 91.1 3Y 42.2 735 1103 27.0 38.9 54.1 OlW c0 12" 0 10&Dd 120.0 4 12=0 67.7 97.5 120.0 42" 55.7 97.1 120.0 35.7 51.4 71.4 42' 37.1 60.8 97.1 23.8 343 47.6 O n a • 51-5/8" 4 120.0 1 OA 59.3 85.3 l la.5 49° Be 48.8 $5.0 120.0 31.3 45. 25 48' ~ 3 O r)j N •�• 0 6144" 328 56.7 95.0 20.8 30.0 41.7 O O 84• • 82.2 4 120.0 120.0 $27 75.9 105.3 54' 433 75.6 113.3 27.8 40.0 55.6 64' 2&9 50.4 75.6 - 2&7 37.0 O Z-lL 80" .0 120.0 120.0 47.4 68.3 94.8 80' 39.0 68.0 102A 2&0 36.0 50.0 �° 2&0 45.3 68.0 - 24.0 33.3 88" 87.2 117.2 120.0 43.1 62.1 8&2 68' 355 61.8 92.7 227 32.7 455 86" 23.6 41.2 819 - 219 303 Z M' 61.6 107.5 120.0 399 58.9 79.0 72° 329 58.7 89.0 20.8 30.0 41.7 M° 21.7 37.8 56.7 - 20.0 27.8 U 19-1/8" 120.0 120.0 120.0 119.5 120.0 120.0 19-1/8' 1089 12&0 120.0 69.7 100.4 120.0 w 017 26-1/2• 120.0 120.0 120.0 88.3 120.0 120.0 26-1/Y 7&5 120.0 120.0 50.3 72.5 100.6 TYPIC ARCHES TO BE INSCRIBED 11 120.0 120.0 78.2 109.7 120.0 30' 89.3 120.0 120.0 44.4 84.0 88.9 ANCHORS TYPICAL INSIDE RECTANGULAR SHAPE - 3Y 98.4 120.0 120.0 615 89.0 120.0 37" 56.2 9&0 120.0 3&0 519 M.1 110Po20NTAL MULLION 42' .9 120.0 120.0 84.4 78.4 10&8 42' 49.8 883 120.0 31.7 43.7 835 CIAZRio 48• 63' 74.3 120.0 120.0 479 68.6 95.2 48° 108' 4313 75.6 1133 '275 40.0 55.8 -VERTICALPR06l1Ci �� 3 64' 8&0 11&1 120.0 42.3 61.0 84.7 54• 3&5 67.2 100.7 24.7 35.4 49.4 MULLION c 80° 59.4 103.6 120.0 38.1 54.9 76.2 60' 34.7 60.4 90.7 222 32.0 44.4 65" 54.0 94.2 120. 34.6 49.9 69.3 86° 31.5 54.9 82.4 20.2 29.1 40.4 GLAZING GLAZING Iiip M%i PRODUCT PRODUCT M" 49.8 88.3 120.0 31.7 45.7 835 7Z° 2&9 50.4 78,5 - 28.7 37A PROWCT PROWCT TYPICAL ALL LOADS ARE EXT.(+)/INT.(-). rnICAL ANCHORS o 0 yy1 Ayp2� I MULLION SPAN ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. TYPICAL MULLION ARRANGEMENTS FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. W1 +W2 Enpn'AVAO AHNAO (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) WIDTH (W) 2 FLi1 7osez Approved a1 mmplylaB wMa do CAN.3838 oaI 1 1 1nOA9a_nldrawing no.ANCHORS , M14-01 ah9et 4 of 9 TYPICAL ANCHORS TYPICAL ANCHORS �4" .2 PER CUP(I ON EACH WING) 1 PER ANGLE R0- 8 F I I ST C E 1 + CD iV 1 t I I I I Z2X n 1/-.______--_-i I I FLOATING CUP2 I I // q I I i i SNUG FIT INSIDE MULL 11 L I ALUM ANGLIE 8 ^' 114 SMS I 1 114 SMS I I GD 1-3/4 O.C.MIN. 4 PER CUP I 1 1-32;EORTLANGLE 4-L _ 3 FFFIII • • .0000. M rn ci s 00 z • •0000• 1 ce 9:0000 0•. ANTUIdI�S TYPE 'A2' TYPICAL ANCHORS: • • ANCHOR TYPES SUBSTRATE MW.EMBED.MIN.EDGE DIST. m (r •000• •0• 000,0 �j • • 0000,00 • 1/4.OIA ULTRACONS BY.1w 0 • • 00* •••• CONCRETE 1-3/4' 2-1/2- F � M ••• (Fw177 KSI.Fye1SS KSI) O M h • • • ••• 1/4°DIA.SELF DRILLING SCREWS METAL 1/e. 3/4� 2 U • (GRADE 8 CRS) Z Z$Ti 0000•• •• 00.00• • • • TYPICAL ANCHORS TYPICAL ANCHORS CONCRETE-Mo-3000 PSI MIN. Z • • ••• • iR PER CLP(2 ON EACH YANG) 2�PER ANGLE •• ws \,�; � • \ � \ METAL= 1/8'MIN.THK.STEEL Fy a36 K51 MIN.1/8'MIN.THY,ALUMINUM (8083-T8 MIN.)I I I OR AL E ANCHORS MAY BE HEX OR FLAT HEAD. O 'v a ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MUWONS CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH 1 O 1 1 I I I WATER-WHITE WHITE METHACRYLATE STAKT WM SUCH LACOUER. AS BITUMINOUS PAINT OR iV 1 1 1 1 I I O I 1 I I I I FLOATING CLIP I 2 X 2 X 1/B' c SNUG FO INSIDE MULL _ I I ALUM ANGLE t� I I I I �i 114 SMS I I 114 SMS I 1 1-3/4'O.C.MIN. 1-3/4'O.C.MW. 4 PER CUP 2 PER ANGLE y ® O• + I �c h Engr.JAYAD AHMAD P •1 g CML 3 Approved m wugily6lg nidi Ole FLA.PE/70682 3 Flmiva Boiklu�,g ca 3538 2' ANCHORS TYPE 'A4' MOAe } TYPICAL 2, ,Ju11U1`f 1 �� &t, 1 drawing no. M14-01 '� J sheat 5 of 9 I z TYPICAL E ANCHORS TYPICAL ANCHORS 6 PER CUON P(3 ON EACH WING) 3 PER ANGLE \\` Or o R \ d7 3 I I I I I N E 4 +1 I I -1 1 f 9 1 W L--------------------- I L I } 2/11 K 1/8• I } i i SNNUOFIFIT INSIDE NULL I I I ALUM ANLL@ #14 SNS , , 014 SNS , 1-3/$O.C.SIN. I I 1-3/4'O.C.SN. I I 8 PER CUP 3 PER ANGLE n ••••• • • • • • • • TYPICAL ANCHORS: • ANCHOR TYPES SUBSTRATE SIN.EMBED.MIN.EDGE DIST. W 0= ••••• •••• m "o • • • I' 1/4'DIA.UITRACONS BY'ELCO' CONCRETE 1-3/4' 2-1/2' F m ••••: TYPICAL ••• ANCHORS TYPE `A6' (FU-177 KSI."1s6 Ksp 0 o"„ti a • • • I 1/4 Dw.(�E 8�) SCREWS METAL 1/8' 3/4' Z Z^r1 ••••• •• ••••.•• CONCRETE a Pa 3000 PSI MN. O 33 0 000 • • • METAL- 1/8'SIN.THK.STEEL Fy.38 KSI MIN. O • • • • 1/8'MIN.THK.ALUMINUM (6063-T9 MN.) Ow • • ANCHORS MAY BE HEX OR FLAT HEAD. O ALL CLIPS AND ANGLES TO FIT SNUG INTO WOE MVLLKNS. CUPS OR ANGLES CONNECTED OIRECTLY TO MASONRY To BE PROTECTED WITH AUCAU-RESISTANT COATNIS,SUCH AS BINMNOUS PANE OR WATER-WHITE METHACRYLATE LACQUER. O c• 0 .R oc r_ Engr.JAYS/AHMAD AP1miY00m y>s1$ 1fi� FLA. CAN 3872 ' 19odAn BHU 18 �` � b IIID •1'¢ til NOA6 drawing no. M14-01 enee( s of s TYPICAL ANCHORS TYPICAL ANCHORS 2 PER CUP(1 ON EACH WING) 1 PER ANGLE \\ \ aF GF RLEp�LOCIc 0 1 I t 4NQS{ I t I 1 FLOATING CUP I I 2 X 2 X IN g I i 1 I SNUG FIT INSIDE MULL ALUM ANGLE p a Q q 114 sus ! I 114 SMS 1 I 0 �`& .1-3/4O.C.MIN. I I 1-3/4'O.C.MOM. 1 1 4 PER CLIP 2 PER ANGLE • •• �W� F N J n TYPICAL ANCHORS: � •••••• • ALi�Y3ll•] S TTYPF. B2 ANCHOR TYPES I SUBSTRATE N.EM9EO.MW.EDGE DIST. tt • • 1/4•DIA.ULTRACONS BY'ELCO' MASONRY 1-3/4" 2-1/2" W 0] ••••• •••• •••• (Fu-177 KSI,FY=1b5 KSI) WOOD 1-1/2" 1• m • • • $ • • • •• •••• WOOD a 25Y WOOD BUCKS OR WOOD STRUCTURE S.G.m 0.55 MIN. a— 1 • MASONRY-C-90 HOLLOW/FILLED BLOCK F'm- 2000 PSI MIN. Z Z '� 3 _ •.•••• :•• •••••• TYPICAL ANCHORS TYPICAL ANCHORS 3 Z • • 000 • •/FSR CLIP(2 ON EACH WING) 2 PER AN. ISYMU T ST WOOD BUCKS NOT BY ECO WINDOW 7 , \\\\ MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER -I o d'p •:• • • • ,\� THEM TO BUILDING SrauCFURE a w rn g t • t 0 t I I OR ANCHORS MAY BE HEX OR FLAT HEAD. O + + 4 1 ' 1 1 1 1 I o L-------------'i1 I I I I FLOATING CUP 1 1 i i SNUG FR INSIDE MULL I 11 ALX 2 X 1 B• r I I I I 114 SMS 1 1 /14 Sus I I 1-3/4"O.C.MIN. 9-3/4"0.0.S= 4 PER CLIP 2 PER ANGLE c ® o0 .g� 'nf ! Engr.JAVAO AHNAD •� g CIVIL Appmreda9oowplyEiBNtihBw f��/705921 n�teeo usual ,� 02 . .. � s ffi 3/I TYPICAL �"' 2ANCHORS TYPE `B4a' M t c W (1. rl6a�. M 14-01 '•..%' sheet 7 of g 4,V TYPICAL ANCHORS TYPICAL ANCHORS Z 4 PER CUP(2 ON EACH WINO)- 2 PER MOLE \\ r k �LRlk.9LdCK\ I I •D I I I 1 I ---------------------'i ' ' I O Ll s 1 I I I -FLOATING CUP SNUG FlTINSIDE MULL UM 2K2K 18' �g AL gfa sus i i dta sus LL 1-3/4"O.C.MIX. I I "6 PER CUP 3 PERIg a • v� s • • • •a N • • ••• • •:••• . TYPICAL ANCHORS: g ANCHOR TYPES SUBSTRATE MIN.EMBED.MIN.EDGE DISI. • • 1/4'DUL ULTRACONS BY'ELCO' MASONRY 1-3/4" 2-1/2' ••••• •••• co (FU-177 KSL"185 lap WOOD 1-t/2" 1" W •••• •• TYPICAL ANCHORS TYPE `B4b' 00 • • •• WOOD a 20Y WOOD BUCKS OR WOOD STRUCTURE S.O. -0.35 MIN. • MASONRY-C-90 HOLLOW/FILLED BLOCK fm -2000 PSI MIN. 2 3 • • • [BY OR 28Y WOOD BUCKS NOT BY EDO WINDOW Z • • ••• • •• MUST SUSTAIN LOADS IMPOSED BY GIAZWO SYSTEM AND TRANSFER0*00 O • • • • i THEM TO BUILDING STRUCTURE. V^W • a •••• ANCHORS MAY BE HEX OR FIAT HEAD. O 0 u v I cat ao i °c ' Y Eng..JAVADD ARLOD APpmvo4a7 y�t3NiM*0 FLA OE i 70!92 FloHdaDoDd I� 9 CAX Otdo MOAtI - ` O of`!I drawing no. 2.3 204 M14-01 `" meat a o1 s #14 SMS SEE CHART FOR*IIOA7V'Il TUBE MULLION z 0 O -- ANCHOR N0.OFCHART SCREWS SM e14 FH SMS 2/ A4aTYPE ){1/8'THICK ALUM LENGTH TO FINTO MULLION vY qqq�4p C8 :t TUBES MAY BE NOTCHED �=J AS SHOWN TO ALLOW INSTALLATION 1 b ui{• OF CLIP ANGLE � CAULK JOINT AFTER ASSEMBLY 1 I • •••• //14 FH SMS IL • • •••• • •• 1-1/2.O.C. N. j I ••••: • ••• : ACCESS HOLE FOR QUAKIRT NTITIES • • • • 00 00 • • ••logo 1 J • ••••• • ••• ••• •• ------ _- __---- �___ ________ _ � �W •••••• •••• ••g• THIS SCREW CAN BE 1 ' j OOM INSTALLED IN EITHER 1 • • • •••••• /14 FH SUIS I I I I c.- • DIRECTION �p A I 2�� I 1 I � _Z Ey •••g•• •• ose••e W O.C.MIN. • • • I 1 . 1 1 I I � �g • • •o• • •• egos** goo• • • 01 • • a•x a•x T/e•,(FO T 28Y Tue W 0000 /a•x 2•x 1/8•FOR(i 8Y TUB 0 ALUM AN CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL #1 METAL TO METAL CONNECTION 0 I � #14 SMS SUBSTRATE Ed. MIN. EDGE DIST.MIN.CL TO CL SPACING i ALUMINUM 8/8• o C r '.JAWD AHMA '1 CIVIL FIA.PE Xi 338 MM ! Afgnuvw d yAI@ Ift*v CAN• Dae Aug I da ��, 6g 1 . � drawing —.1 : 7.014 M 14-01 �' sheat 9 of g , MMIADA1DE MIAMI-DADE COUNTY go= PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 E OA www.miamidade.eovPeconomv Eco Window Systems,LLC 9114 NW 106 St Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules 'and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product ERProduct Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code lAchufino. e ort urrlcane one. ESCRIPTION:Series"Eco-Guard 560"Aluminum Project Out Window—L.M.I. APPROVAL DOCUMENT: Drawi No. W11-08, titled"S-560 Aluminum Project Out Wdw. (L.M.I.)", u o ated 02/24/11,with revision E date ,pre - on, signed and sealed by Javad Ahmad,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control ISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name r logo, city, state, nd followi , 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. TERNIINATION 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 itsentiret99 *Goy - - INSPECTION: A copy o£ this Indid 140A:s9a1C be provided to the user by the manufacturer or its distributors and shall be avajEabli lir w'jspe;Jion at th;*Jeb site at the request of the Building Official. This NOA revises-and renews NOA No. 13-0206.06 and consists of this page I and evidence pages E-1 and E-2,as well as approval dppyment mentioned above. The submitted documentation-vas reviewet t+y Manuel I'ierez,P.E. .. •.• ... NOA No. 15-0406.09 MIAMI-DADE COUNTY ,..., , ... ... Exp Approval Date: Judy 02,2015 : .. � (pl JC� Page 1 .. .. ... . . . ... . . Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0309.05) 2. Drawing No.W11-08, titled "S-560 Aluminum Project Out Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/24/11, with revision E dated 06/23/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a casement window, prepared by Hurricane Engineering and Testing, Inc.,Test Reports No. HETI-10-3150 and HETI-10-3151,dated 12/29/10,all signed and sealed by Candido F.Font;P.E. (Submitted under NOA No. 11-0309.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,_complying with FBC 51h Edition (2014), prepared by Al-Farooq Corporation, dated 03/17/15 and 06/23/15, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite®PVB Glass'Interlayer"dated 04/25/15,expiring on 12/11/16. . .. ... .. . . . .. Manuel z,P.E. ' ' ' • Product ContrI E aminer •• ••• • ••• NOA No. 0406.09 Expiration Date: May 26,2021 Approval Date: July 02,2015 . . . . . . . . . . . .. .. . . . .. .. Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51 Edition (2014), and of no financial interest, dated March 17,2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No.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. (Submitter)under NOA No. 11-0309.05) G. OTHERS 1. Notice of Acceptance No. 13-0206.06,issued to Eco Window Systems,LLC for their Series"Eco-Guard 560"Aluminum Projected Out Window—L.M.I.,approved on 05/02/13 and expiring on 05/26/16. . .. . . . . ... . Mxnue r P.E. • • • • . ' ' • • 0 0• • Product . Con aminer •. .0 NOA No. Expiration Date: May 26,2021 ... . . .,. • Approval Date: July 02,2015 . . . • • • • • E+1 • .. .• • • . •• •. 000 0 • 0 009 0 0 53 1/8' 37' 0 WINDOW WIDTH ) WINDOW WIDTH �� 51 1/8' 3B• FALSE MUNTINS VENT WIDTH t VENT WIDTH — (SURFACE APPLIED) Z j MAY BE USED 45 1/2` I 28 3/8" N 0 .� D.L.OPO. m 4Zf A D.L.OPG. A ••••• • • • x . Win. / II / II • • •••••• �o / ii �� ii / II \- " � a3� •• ••• •2tel-st1'2' • •@*.*ftTH WD . 53+ ' •• •••••••••••• o$ / / llI \\ \ m 0 EIRE F 53 B • 53 • 53-1 7'MAX. •• • CORNERS HEAD !... SEE CCHHART NTS 00 2 11 U s W R • MUM DESIGN �( RATING F 7011 PSF NO.OF o •tEoTt•SITES SHOWN•ABWE OR smAum) — 70.0 PSF TW1VI.HEIGHT KEEPERS ui •••• UPTO AT SASH W 28' 2 12 1/2• �y OTE: 38-3 B' 3 MAX. 8'MAX. g O p M 50-5 8' 4 HEAD HFAD/SILL cl BASED ON ASTM E1300-09 (3 SEC. GUSTS) 53-1/8- a SILL CORNERS 3 z GAJ AND FLORIDA BUILDING COMMISSION TYPICAL ELEVATION DECLARATORY STATEMENT - - 0 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IIdPACT. 1/8•TEMP.GLASS H W rn SHUTTERS ARE NOT REQUIRED. O PRODUCT RtiY1SSD 3/B`AIR SPACE momnPIyln%l&La PIWIda ECO—GUARD SERIES-660 1/e'HEAT STREN'D.Goss 1/8`HEAT STREN'D.GLASS �8pouIlaae'No EC —OU WINDOW �^ �O 6WioaDal¢ oeo`Interlayer o90•Interlayer a APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE DuPont Butacite PVB DuPont Butaette PVB By C I 7 $ COMBINATIONS OF PROJECTED/PROJECTED OR PROJECTED WITH OTHER By'Kuroray America, Inc.' By'KurmW Americo, Inc.' DadeProdYU Afro o F WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING 1/8"HEAT STREWD.GLASS 1/8'HEAT STREN'D.GLASS MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. m$3 g LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL pp� SIUCONE QQ. SILICONE §3 WILL APPLY TO ENTIRE SYSTEM. F DOW CORNING 899 F �" DOW CORNING 899 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE S N ca o y''^a REQUIREMENTS OF THE FLORIDA BUILDING CODE-INCLUDING HIGH VELOCITY '� 3 9 I - \ B 1g °' $o":A$ HURRICANE ZONE(HVHZ). n m SETTING BLOCKS AT a m o o W WOOD BUCKS BY OTHERS, MUST BE ANCHOREDPROPERLY TO TRANSFER IAM.GLASS AND IWDSUL. LAM.GLASS LOADS TO THE STRUCTURE. - 20 20 NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS 'ngr•.JAYAD AHMAO I EMBEDMENT TO BASE MATERIA.SHALL BE BEYOND WALL DRESSING OR STUCCO. S p CML ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE f CAPE 2 2 NOT PART OF THIS APPROVAL AT 1/4 POINTS ON LRES 21 AT 1/4 POINTS A LOAD DURATION INCREASE S USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 19 WIDER THAN 38'ONLY 19 ALL SIZES $ 5 ALL SHIMS TO BE HIGH IMPACT, NON—METAWC AND NON—COMPRESSIBLE. drowinq no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT GLASS TYPE 'A, GLASS TYPE ,AAS 1r COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE ��`+ 232015 W 11708 REQUIREMENTS OF THE FLORIDA BUILDING CODE G OPTIONSsheet of 6 i EDGE DIST. TYPICAL ANCHORS sEE ELEV. U $ FOR SPACING 1BY 9 . ..'a '• 00 BUCK EDGE METAL , ��—------- W0 -----—il •.d e e 4 v'° . DIST. STRUCTURE 1 I MULLION&E COUNTY ANAPPROVED I I XEIE . SEE SEPARATE NOAQ 1 EDGEI I DIST. 1 1B a I :••••: \J T • 4 \ JryQ�' ly4 •••••• • • TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS K • SEE ELLE SEE ELEV. a 3 g F • • , FOR SPACING FOR SPACING FOR SPACING Oj • 4 111 g • • • TYPICAL ANCH • •••• ••' WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. v J •• •• MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM " (Fumt77 s5 Ksl) J • • •• • AND TRANSFER THEM T0,THE.BUILDING STRUCTURE. INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 3 • • I 0:4 sod • • 004 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) • • ••• .01 THRU 18Y BUCKS INTO CONC. OR MASONRY c •• •• •••• 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) w 'LLd •• • 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) W = o a DIRECTLY INTO CONC. OR MASONRY ° O DOM o 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) z Q' 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) Z 3� w 3 C.) Z UCTURES U B STEEL : 1/8" THK. MIN. (Fy — 36 KSI MIN.) y W m ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) 1 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 912 SMS_ OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8-) !p $ S (NO SHIM SPACE) N I o 13 TYPICAL EDGE DISTANC $ 1BYINTO CONCRETE AND MASONRY - 2-1/2' MIN. D Inq WORt INTO WOOD STRUCTURE = 1' MIN. m $ 2 17 INTO METAL STRUCTURE - 3/4' MIN. O B WOOD AT HEAD, SILL OR JAMBS SO — 0.55 MIN. A CONCRETE AT HEAD, SILL OR JAMBS f c m 3000 PSI MIN. C—SO HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS I'm = 2000 PSI MIN. o<m m v r c t S . .v En9r.JAVAO •1 q de 537 °'�. ° d °• FLAP 70992 g a> CA `.d''• < : ., °. ;' •v .. >. PRODUCE RBVMM .•`g:. `'.v d j s v TYPICAL ANCHOR ov. \ ° .tYFICAL ANCHORS^a.aomgCodopbfts��IRaAda EE ELEV. SEE ELMAooaPl9acoNo 5 `0I04.09 drawing no. FOR SPACING FOR SPACINGDato LpP� / tAfA A_a� EOCE DIST. EOCE DIST. B7 MI91n odo Product c o sheat QoTg I 1/4-MAX aY�U 1/4.MAX SHIMS SHIM I ' 1fff 12 WOOD BUCK SHIM Tq) 5 �RP TYPICAL ANCHORS SEE ELEV.TYPICAL ANCHORS v• FOR SPACING -Y W000 BUC FOR EE ELEV SPACING TYPICAL SCREEN OPT. ------------- i W URE • • 1 1/2 O It It a. _ _ W a a 0000.• •• •• •• 8 10• • '� { •.•.• • • ••••.• EXTERIOR P TYPICAL ANCHORS .• .'.� FOR SPACING • see*9RUCTURE • •• 0000 D.L.OPG. - • • • •• 0000 •••.•• VENT WIDTH •} J • • 000000 v -� 0 WINDOW WIDTH 0000•• •. ••000• .•0• • MIAMI-OADE COUNTY• O i APPROVED MULLION ANCHORS 03 pIn SEE SEPARATE NOA SEE ELEV.FOR SPACING j 8 m o:! U w rn� 0 t - - - a L---J u qg icanoly� AlhowithV�Florida �,y $3 $ EXTERIOR SRA rding IN iS— 06.o7 toWINDOW WIDTH WINDOW WIDTH E an JAVAD AHMAD �. a g F �70a592 g drawing no. �qN l 015 W11-08 sheet 3 of g I EDGE DIST. � (� $ EDGE DIST. Fr__— ----� TYPICAL ANCHORS NETAI. I I MBAMhDADE COUNTY APPROVED I I Q . s SEE ELEV.FOR SPACING STRUCTURE jt MUWON&MUlUON ANCHORS II s's 'e .e• .a', I SEE SEPARATE NOA .• �. IEDGE 1� IST. IJ a -------- ®••••• I 15 �� I 1S��w I I 15 �' � • .... a ••••• ALT. • ryryG • • • • Z • TYPICAL ANCHORS - TYPICAL ANCHORS a ••••• •• •• •• SEE ELEV. SEE ELEV. yZ�t��C • • • • FOR SPACING FOR SPACING 000: a y3$ • � U •••• ' a g � O oM ai 1%4'MAX © = Z 3 SHMS IS ALT. 3 z a 0'*oa � TYPICAL ANCHORS y e N W mm • SEE ELEV. FOR SPACINGe O i, � a 1Q g TYPICAL ANCHORS 1�4• F �'�` SEE ELEV.FOR SPACING 4 j o g .n rga PRODUCTRBVISED m $3 Q °•'r . sewnoyhgWith lheFig" 067 0 © '.;': new za22 / ;•�'�a ALT. I' B' INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engn JA AD AHMADCML N e F CA 35383 :. PE p 2 9 2015 drawing no. EDGE DIST. W1 1—08 sheet 4 of g �•-�2.780 RTS!! PART 0 QUAN= DEBCRIP770N MATER i. NAW./SUPPLMR/REMARKS p to 1 1 E601 4 FRAME HEA0/SILL/JAM9 8083-T6 ,800 2 E502 4 VENT gpg3_TS _ 1330 3 :FY108 As RECD. GLAZING BEM(LAM.GLASS) 6063-18 - Z Q� i 3A E505 AS REOD. GLARING BEAD(INSUL,LAM.GLASS) 6083-TS L .082 4 EMS AS REOD. SNUBBER-VENT,FULL LENGTH 6083-76 a M ESM AS RE00. SNUBBER-FRAME,FULL LENGTH 8083-T8 .078 2.821 9 E508 OPTIONAL SCREEN FRAME 6083-T6 1.691 7 016 X 1-1/4'I AS REOD. FRAME AND VENT ASSEMBLY SCREWS - H WS SMS • •• S E203 : AS RECD. SOLS WEATHFRSIRIPPING.OUROMETER 65 SANTOPRENE ULTRAFAS OAi • • 9 E203 AS REOD. GLAZING SEAQ BULB,OUROMETER 65 SANTOPRENE ULTRAFAS 8 ••••• • 10 38.12.00.400 2/VENT 4 BAR HINGES Sr.STEEL TRUTH.INSTALLED WITH(2)010 X S/8'SOS • • • • 11 13096.52 I MULTI POINT LOCK SYSTEM TRUTFR Z i q •y•• FRAME•4:0%SIL'&/JAMB • • 12 31964.92 AS REQO. KEEPER STEEL TRUTH C 7 I¢$p - 13 82.13.012 1/VENT ROTO OPERATOR ZAMAK/STL TRUTH.AT 12'FROM ENDS S •• 2.1• 000006 84 14 PSJ40-SS 2/CORNER FRAMEAM CORNER KEY ST.STEEL 106660 _I.v_ •••. 15 .FY120 AS READ. FLUSH FRAME ADAPTER 6063-T6 OPTIONAL k 1� • • 18 - 2 An SAG SKATE,AT 4-1/2'FROM EACH END NYLON M&M PLASTICSyi3 •• •� 17 010 X 1-1/4' 2/SKATE FH SDS SKATE SCREWS Q ••••• •• • [• •• 18 08 X 3/4' AS RECD. FH SMS SNUBBER SCREWS - IN PAIRS 2'APART,PAIRS SPACED AT 7-3/4'O.C. • • 19 - AS REQO. SETTING BLOCK,3/18'X 3/4'X 4'LONG EPOtA DUROMETER 8015 SHORE A m a % 2.0;4• • •• 09 • 172 20 �FLB-80 - CLASS SPACER- 1/8'HIGH Sp.1CONE FRANK LOWE u) A�2 • •R.M•• 21 - - INSUL CLASS EDGE SPACER sr.STEEL CARDINAL XL ••••• •898•• •• $g ••719 • • • .59G• • SEALANT: c • •••a+1• ALL JOINTS AND FRAME!CONNECTIONS SEALED WITH • SCHNEE—MOREHEAD SM5504 SEAM SEALER. W O —2.088 PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. VENT a p3�M m .062 ICS' 8 Sts 769 MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' -3 —� AT EACH JAMB z 2611 LOCK OPERATOR #24.33.XX.004 AT 8-1/2' FROM SILL W U r8 JIo3 Gas FASTENED TO JAMBS WITH (2) #10 X 5/8' SMS. lJ g LOCK BAR SECURED TO.JAMB WITH LOCK GUIDES is FLUSH FRAME ADAPTER #33489.00.0001 SPACED AT 123/4' O.C. MAX. —� 1.047 EACH GUIDE FASTENED WITH (2) #10 X 1' P PH SMS 1.780 STAINLESS STEEL KEEPERS #31964.92 AT VENT O3 GLAZING BEAD (LAM. GLASS) 493 EACH FASTENED WITH (2) 110 X'5/6' P FH SMS . SEE CHART ON SHEET 1 FOR QQANTRIES o R 130 17so I IHINGES: ��3 04s 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' BunCo� Hyl ��O m $ LOCATED AT TOP CORNERS .493 FASTENED WITH (3) #10 X 5/8".P PH SELF DRILLING SCREWS Aaceptmcallo 1.172 D= 204!1, o y 3 P ofilrY=mzl OPERATOR: 8 s s d>¢ ®GLAZING BEAD (INSUL LAM. GLASS) 14 CORNER KEY du C of g<m u o W SINGLE ARM ROTO OPERATOR #52.13.012 BY 'TRUTH' LOCATED AT MIDSPAN OF FRAME SILL FASTENED WITH (6) #10 X 1" P PH SMS t 1245 las OPERATOR TRACK #30175 AT BOTTOM RAIL E�sn 4AVAO FASTENED WITH (2) #10 X 1' P PH SMS FLA PEA 70582CAN.7Bo 1zo .780 1zoLI ANTI-SAG SKATES: 8 5 - ,720{--( 1.258-"I—� NYLON ANTI-SAG SKATES BY 'M&M PLASTICS' n (2) AT BOTTOM RAIL AL drawing o. 4-1 2" FROM ENDS C // EACH FASTENED WITH (2) #10 X 1-1/4" P FH SDS. Wil—08 ® SNUBBER — VENT !� SNUBBER — FRAME �U 3 ` sheat 5 of 8 Z 14 0 14 (y • 0000 • •• I o 0000• • • • '/ � � 0000•• � � 0000• . • . • . I 0000• •• •• �• v 0000• • ••• •.•.�• 0000• 0000 000:0 � W • Ix y • • 0000 •... I Q. 3{pM 0000•. I O oM 00.00• • ? Z3� 0000.. •. 0000.. 3 . . . •.. . .. 8 z 0000.• 0000 . • �I 8 H Wm2 •��• VENT CORNER FRAME CORNER o an(Idtoy Code ANo �� I captmse I I� C ... j En4Rt4PNE: 9r�AHM .� •9 O I drawing no. W11-08 sheet 8 of g ••74X51 BRICK PAVERS OVER CASEM@n SAND MUNTINGS • • ••• • • • ••• •• •• • • • •• •• • t, • • ••• • • • • ••• O F. ° g 2�� ONEDB Z MASTER SUITE . • .r • Q O A I 11'29(16'6" �� My suDNG Goss DOORS -ice' ° • . i • r�'�7 S ARCHITECTURE wuvEw 1 I NEW WOOD TILE BOOR 120°M.°. `� BQ • • • •• ••• • • ••• s • ••o •• ••• • W.I.C. ; a N FIX WINDOW °°SING IINEE REMAIN FII WNDO - } C 71 9(16'6 i 6 wu vlEw FULL �" ® J t: (�I�S ,1��✓� wwN!aflCd .Com BEDROOMS SOPHIAS % •• / • ••• • • • • • FAMILY ROOM lei I1(11' I ( • • • • • • • AauSTEcrIStFClTO 16'69(14.9' EXIST.WOOD FLOOR SINNED • • • • • • • • • meSe�Bl111G AA'✓®2581 2'-0" 11'-1" WOOD meFLOOR •• • • • • • ••• •• 5S4AE1ID a,n,am TA16tl.F1vW9L1! WORXAREA ID.P CLS. TV ��L0601Mm19 TV NEW LP GAS TAM( — - FASMOOPSKINGS //��\ 1/..��. C, f {,.�f' L TO BE CLOSED w L. W.I.0 BATH�4^ Y-• �` N�' °`� (SEE DETAIL*A) SXS3` VovERAN n 11 E I /nL� _ "1 BIRUCTI4PAt FNpR®i 3,230 SAF TOTAL 1 6-932! �/ V � Gf J •/ IBJUND (�`-, If91NnGLLAAm EtRiRIGLEIS.PE81 L] . MASTER BATH 74,J. B'9"XIT4° "-- NEW SCISSORS TRUSSES a 0 CARRARA MARstE \O ROOF IN THIS AREA °OE • 3 4 al er. 4 TILT FLOOR RFPWIAHCE�f9�08�fIN O10'-0"AF.F. + mmne amnsRev®m g - 9SxRP VRtS1 FROM NRCNOJ S B TR 10 p j 1 'BmMa; LEVEL BOOR TO MATCH EXISTING ° e�pW / r PWDR. :ID 4'X5 T'e' ° T'e• I 9-0" EDBSTiNb ; BEDROOM 3 To I DooRl JULIET A I PANTRY n DINING 1CCX154° 13'69(11'4" -- _ F Q 691(5 y� FAST.WOOD FLOOR STAINED - �1 _}� ' WOOD TILE FLOORTV SW 5 NEWLOCATION 1 I 1 � I' 6 Q �S O ` PORCH DOOR B D] I TUB BATH Q. II fig& I' /,n ®® I I g)� Q N I�I o4.1. J ItiB_r�l ]a,' AEA WORK ARTA ml , _______ __ ____ ________ _ W 216,J. ®bl KITCHEN j ISI ITT-XIS71 i �� WDGD FLOOR PLAN SYMBOLS: TILE FLOOR 1 1 CLOISTER I S'6 CLO. 1 D=KGEXPOSED CLG. I/ Epor m L__J1DRHR MIG \ O' LAUNDRY WASHER SURGING SECTIONS n SllX84 1l 0 / Sr¢ET NUMSBI a arae mmu6n _r_ �V.84 L -� ATH2 �•OADU WN ;6.M KB'SKIT EM RICx 6'69(10'10" SHEET NUMBER [; ` Rev vA WH r ---------- Ir ��h m n IffATER -- I � G`so INTERIOR ELE%mnoN(S) / cL. � ° DDORMPRK 0 v =" y LIVING `.l (REFERTOA-13FOR 3 .O 2669(1 SS' DOOR SCHEDULE) FASTING CLAY TILE To RDHAIN �— 1 FOYER EXL4IWG EXPOSED O.G. OFFICE - '49(5'10° I I g WINDOW MARK 1519(10'10° p3g OpK gRFA (REFER TOA•14 FOR EXISTING CUY TILE TO REMAIN �H@ BEDROOMZ lYP sl. WINDOW SCHMUE) BBB 17�1u57 A REMODELING O 8w �m CL°G. N �6—UMMTO ffi¢ETA-12 CONCEPTNESSR 94•M.O. ® EXIST g �i1 rf�7 FOR WALL LEGEND) CASON@1T iPROJECII M TIION OF POINT PLtRlatilG FIYiIIRFS NOTE 1NTERyOR VALLS IOiE Tma 3T M.O. 3T M.O. ' o S 6u FJIDRD Rmwm IWYWL wTa xam Ruu IE eu IR®m0 wo-mm m�Rr_ Kot•awL s MUNTINGS MUNUNGS Ir^ 1.10 FLEVATON OR POINT aRX�cxramNn mIO6M Nt PArr As 12�aR®wrm RmnC laf vart,5 MIJARES-BRACHO Z � KITCHEN AND BATH CABINETS NME 9A11RICAL M9I0 ES NOTE RESIDENCE R� EXISTING WALLS A KEYNOTE ®NEW WALLS EXISTINOOPENINGS TO BE CLOSED w A .. 395 NE 92ND STREET (�DEmR'A9 6EXEtlB APR Ur_RIc CUM -_ Miami Shml•,Flmide 33138 mm m—OF WORK: aomA»d — off m: n PARTIAL INTERIOR DEMOLITION OF ARCHITECTURAL NOTES ®fl 0 CID mR, " A� MeRR WALLS,INTERIOR RENOVATION ONLY INTERIOR IOTCHEN AND BATHROOM REMODELING Gem REPLACE BATHROOMS WITH NEW AREAS OF EMITTING DRYWALL TO BE REPLACED 13 RXNRES AND FINISHES. 72-M 0. ,TUNE Z 2018 EA. NEW FLOORING AT KITCHEN ARREMOVE ALLALUMINUM CANOPIES AND GUTTERS 70I12DARCII RCIURERIUveY n br Alu�ey REPLACE ALL WINDOWS AND - ._-_- _- EXISTING OPEN] •1 DOORS WITH NEW IMPACT WOOD FLOORING NOTES �RE WINDOWS RESISTANT DARK BRONZE ALUMINUM DADE PINE WOOD FLOOR TO BE SANDED DOWN NOTE 3: NOTE 5: NOTE FRAME AND CLEAR GLASS WITH AND STAINED TO MATCH WOOD PORCELAIN FLOOR ALLTHE GLASS OF FRENCH DOORAND GLASS IN EGRESS WINDOW MINIMUM SIZE, SEE WINDOWS,DOORS 6 MULLION PRODUCT APPROVALS SOLAR BAN 60 RUSTOLEUM SUNBLEACHED STAIN OR EOUALAPPROVED WINDOWS ADJACENT TO TUBS 8 SHOWER ATTACHED. MUNTNS TO MATCH EXISTING NOTE COMPARTMENTS MUST BE CA141SAFETY GLAZING TO COMPLY THE SEC.FBC.2411.62 THE 24I NET CLEAR OPENING HEIGHT DIMENSION . OgNa®TIIIE ALL ENCLOSED AREAS THAT ARE BELOW DESIGN FLOOD SHALLL BE SE 24 INCHES(610 MOA). NOTE 8• ELEVATION SHALL ONLY BE DINGACUEEDSOLEO NOTE 4: THE MINIMUM NET CLEAR OPENING WIDTH DIMENSION D OWINDOWSPENING IIN THE�FIELD.NRER VERIFYALLWII0dW86 FIRST FLOOR PLAN FOR PARKING BUILDINGACCESS OR STORAGE SHALL BE 20 INCHES ON MM). IN THE BATHROOM PROV FLOOR TLE.WALL TILE 6 NOTE 9: WALL BASE FINISH. THE MINIMUM NET CLEAR OPENING AREA SHALL BE CLASSIFICATION OF STRUCTURE FOR FLOOD-RESISTANT 2. TO COMPLYT'F¢SEC.1�0 FB.Q 5.7.SO.FT.(0.53 M2) AM CONS'TRUCTON IS 0. STALE 1x"-1 SHOWER COMPARTMENTS SHALL HAVE FLOORS AND WALLS PROPOSED FIRST FLOOR PLAN coNs7RucnoN TYPE V-B CONSTRUCTED OF SMOOTH,CORROSION RESISTANTAND NOTE 10: INSULATION NOTES: OCCUPANCY R3 NONABSORBENT WATER-RESISTANT MATERIALS(CEMENT NOTE 8 SCALE:1W=1'-0• EXTERIOR WALLS:R$ APPLICABLE CODES:FEC 2014 ABOVROAME THE COMPARTMENT FLOOROAHEIGHTOF ATNTHE DRAW.70 INCHES(177a MM) IMPACT TYAPPRWINDOWS DOORS.R SHUTTERS REQUIRED. ELEVATION SHALL BE CONSTRUCTED WITH ALL CONSTRUCTION MATERIAL BELOW BASE FLOOD w INTERIOR PARTITIONS:R-N PROWCTYAPPROVAL68EPARATEPLRMIT. �_ FLORIDA FIRE PREVENTION CODE 2010 INCLUDING NEPA FLOOD-DAMAGE ESISTANTMATEIBALAS PER FEMA CEILMM R-30 GARAGE:R13 Tf¢CM�IICALBIRLEf01712008. CEILDIO:R-30 1012010 EDITION,NEPA 12009 EDITION MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE/COMPARISON CHART Address: �C�� 7` ,,` r�u FZ . Permit No. 16 17Y93 Opening Window, Door Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Mullion Product Acceptance# Design Pressure Pressure Size Yes/No Yes/No Yes/No CZ ®yr 14).,' /3- ®-7a e- ® .9 -4-7. ix :To R N®1tj - CJasernen� r�, 15 -N'06- /0 . 09 0 -J 4-5 A/0 v/1z0n ® - ®6;,1- - /6 &?.-3 -5� 6,3. 1 63. j A/® 6-"9 f?�f� /57-0 /s0 /0 96© d a g0 -aoNO O-s 600 / -Q5-a6. S).9 AIC Yes Yes J' F'aTure tj 16- 0 /6m 3 . P -1/9.'z g® 90 N® Y es �S ,c%-e/%'0,1 /'V-®Saq-/6. .� -,4'I,Z 91 . 9 18,1 .q N® �ej c� 1;;�o-Tx---e- /5 D116 /0 . 9 mz. FO0 A/0es c anion /�- 05�Q- A 31m f " Z. 9 ).q :0E, Ne Y" Ye4 (-7�M /5- 0.115"15" /0 3 4 -2Kz 190 010 A10 'yo 5 r ell,e A/- 0509-06 ' 31.9 -49,z FI-9 d o � . �d :5%n q fa- . /5 N 01/0 ♦ �f 2 130 A10 D(/0 C-R. Not , /5--0 6 03. /'3 . 31.1 � �y i •• /VO 1 40now • • • • ••• • • • • • • • • • ••• 0 CATEG0 I2Y 1600 S.Federal Hwy Ste 207,Pompano Beach,FL 33062 5 (954) 784-6991 Tel• (954) 781-5708 Fax85 Engineering Services, Inc. amanda@cSes.com• CA#254 Florida Building Code, 5th Edition (2014) ASCE 7-10 Design Pressures for Components and Cladding Risk Category II Contractor Extreme Construction Ultimate Design Wind Speed(V a,mph) 175 Prepared By AS Nominal Design Wind Speed(V a,mph) 136 Client Name Mlljares-Bracho Exposure Category C Job Location 395 NE 92nd St Enclosure Classification Enclosed Miami Shores,FL Internal Pressure Coefficient(Gcpi) 0.18 HVHZ Yes Directionality Factor(Kd) 0.85 Our Ref JF M1160627 The allowable pressures provided here(W,)are given as 0.6"W„a,where W s,is the wind pressure Mean Roof Height(it) 15 calculated in accordance with Chapters 26 and 30 of ASCE 7-10 using the ultimate design wind speed (Vwo and the parameters given above. Wd as provided here is an appropriate load for use when: Roof Slope (x:12) 3 1)Evaluating tested products for components and cladding; 2)Designing mullions,naming,and other supporting structures using Allowable Stress Design; Building Width(it) 50 3)Specifying fastener schedules using Allowable Stress Design. Building Length(ft) 60 The load combinations specified in Chapters 2.3 and 2.4 of ASCE 7-10 shall be applied. No further reduction in allowable stress shall be taken(other than load duration per Chapter 23 Fl3Q. Width of Edge Strip(B) 5 Opening Opening Dimensions Required Pressure(W_j Opening ID Opening Description Zone Elev. Width Height Positive Negative (f) (in) (in) W (PsO 1 French Door 5 9 60 81 36.9 -47.3 2 Horizontal Roller 5 1 9 93 51 36.9 -47.4 3 Casement Window 4 9 37 63 38.8 -42.2 4a Casement Window Mulled(1 of 2) 5 9 37 51 39.3 -52.2 4b Casement Window Mulled 2 of 2 5 9 37 51 39.3 -52.2 5a Picture Window Mulled(1 of 4) 5 9 120 36 36.9 -47.4 5b Picture Window Mulled(2 of 4) 5 9 40 84 37.8 -49.2 Sc Picture Window Mulled(3 of 4) 5 _ 9 40 84 37.8 -49.2 5d Picture Window Mulled 4 of 4 5 9 40 84 37.8 -49.2 6 Single Hun 4 9 53 38 39.2 -42.6 7 Projection Window 4 9 18 38 1/2 40.1 -43.4 8 French Door 4 9 30 80 1/2 38.7 -42.1 9 Casement Window 5 9 37 63 38.8 -51.1 •• ••• •• • • •• • ••• • • • Emma T.Mellinger,P.E. 0:0 • • • • ••• • • FL PE#50049 • •• •• • • • •• •• ••• • • • ••• • • 2014-RI 6/27/2016 - Goy 81 Oe�'i e� 600 ALLcrno nurq �aa�st�t n� I)oozrs Lo 4,T c-9 -5 X51 Se��e-5"Eco- GuO-fJ aDO or Lurni nor" os�z�e��c f d�ol[in� . �a � X 6 ��,r� eS ��eo - Gtee��'o� ®® � Dcef�tc7on� Aluminum 4 x o �e® C-iueezc®� Ali I Jpec) AIaminum +Lx6e quflCon e� - �� e�;es fie®- C-T-UcLrcl Q f,pp [�cm�nu� �uz�� ►-Pcst�r ori 55 9 12-0 x 3(b . . loo`' A Lu rnc'n(.Lm 56®u ALrn+Auto P 5c_irk 6O® Let mi61kkn1 ®LJ601n� 1X Ga self®eS �_ l�lAQf-0 5®® �UfsW(/)� T\��f U t�C�Qe v •• e • r • r • OV • • • • eee o • • v• e• • e e v• s• ••v • 0 0 see ° • zcfi �on cit ; fib, �----- X 5� qa . � - f pem 37 �7 5a 56 Sc 5cltiadXed 57K 44 � 144. �z .-�. x 4 Jl J 17, o • • e•w•f• we•. •s••• • y•••1• • • MIAMI-DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 00 0 0 • . **sees 0000' SCOPE: 000000 . This NOA is being issued under the applicable rules and regulations governing 1ho use of 'cb1vtr&ction •, materials. The documentation submitted has been reviewed and accepted by M ami�lSade County AER -•••••• Product Control Section to be used in Miami Dade County and other areas whereq-ty.d by:ha uthority:.... Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade;CAu>aty Pro Control.. .• P dui. 0000. Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade.Oomily)res8Wtl*righty.... to have this product or material tested for quality assurance purposes. If this pmdmt or material fails to •• perform in the accepted manner, the manufacturer will incur the expense of suclttesting and 1h e•AkIJ may....% immediately revoke, modify, or suspend the use of such product or material witl4n their jurisIction. REIR . reserves the right to revoke this acceptance, if it is determined by Miami-Dade'Couttty Prgdtgt ontro 0000. Section that this product or material fails to meet the requirements of the applicable building cods' • This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"Eco-Guard 300"Aluminum Fixed Window--L.M.I. APPROVAL DOCUMENT:Drawing No.W09-20,titled"Eco-Guard Series-300 Alum Fixed Wdw. (L.M.I.)",sheets 1 through 5 of 5, dated 03/23/09,with revision D dated 07/08/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#14-0317.03 and consists of this page I and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0715.10 MIAMI-DADE COUNTY Expiration Date: June 17,2019 Approval Date: September 03,2015 CJ Page 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0413.08) 2. Drawing No W09-20,titled"Eco-Guard Series-300 Alum. Fixed Wdw. (I..M.01!% sheets 1 through 5 of 5, dated 03/23/09,with revision D dated;).7fQ%i15,prc.!&r%d by .... • Al-Farooq Corporation, signed and sealed by 3avad Ahmad,P.U. .. 6666.. 699966 . 6 0 B. TESTS •..• 69 . :6669: 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94••" • •• 06:009 • 6666 2)Uniform Static Air Pressure Test,LoadingNe%r $C TAMI-94 "••• 66 9 6966.. 3)Water Resistance Test,per FBC,TAS 202.94... • along with installation diagram of a 97 lW'wide x 96 1/8"high$c©-Guard series 30Q...; 66696 aluminum double fixed window,prepared by Hurricane Engigeetrig&Testmglnc., • Test Report No. HETI-08-2192A, dated 01/15/09,signed and Mated by Cmdtdo F. Font, P.E. (Submitted under NOA#09-0413.08) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 97 1/4"wide x 96 1/8"high Eco-Guard series 300 aluminum double fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No.HETI-08-2192B,dated 01/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under NDA#09-0413.08) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 3)Water Resistance Test,per FBC,TAS 202-94 along with installation diagram of a 48 1/4"wide x 96 3/8"high Eco-Guard series 300 aluminum circular arch top fixed window,prepared by Hurricane Engineering& Testing Inc.,Test Report No.HETI-08-2193A, dated 01/15/09,signed and sealed by Candido F.Font,P.E. (Submitted under NDA#09-0413.08) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 48 1/4"wide x 96 3/8"high Eco-Guards 300 aluminum circular arch top fixed window,prepared by Hurricane Engineering& Testing Inc.,Test Report No. HETI-08-2193B,dated 01/15/09,signed and sealed by Candida F.Font,P.E. (Submitted under NOA#09-0413.08) 5. Test reports on: 1)Large Missile Impact Test per.FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 47 5/8"wide x 96"high Eco-Guard series 300 aluminum triangular top fixed window,prepared by Hurricane Engineering&Testing Inc.,Test Report No.HETI-08-2194,dated 01/15/09, signed and sealed b Candido F.Font,P.E. (Submitted under NOA#09-0413.08) Manuel Perr,AE. ZZ Product Control AaEofier NOA No. 15-0715.10 Expiration Date: June 17,2019 Approval Date: September 03,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 96,0000 along with installation diagram of a50 5/8"wide x 63 1/4"high FeorGuar(f A'ddes 300••••;• aluminum fixed window,prepared by Hurricane Engineering A jepling Iric.,•Test •• • Report No.HETI-08-2195A,dated 01/15/09,signed and seal@db;Candido) .Font, . , P.E. (Submitter)under NOA#09-0413.08) •••• .. ;`•••; C. CALCULATIONS ..:..' 1. Anchor verification calculations and structural analysis,comaiji with F$%5A Edition(2014),dated 07/08/15,prepared by Al-Farooq Corpdrattoit signed aqd ••,;;, 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-5'b Edition(2014),and of no financial interest,dated July 8,2015,issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. G. OTHER 1. Notice of Acceptance No. 14-0317.03, issued to Eco Window Systems, LLC for their Series"Eco-Guard 300"Aluminum Fixed Window—L.M.I.,approved on 04/10/14 and expiring on 06/17/19. Manue Pe ez, .E. Product Controlam' er NOA No.15-0715.10 Expiration Date: June 17,2019 Approval Date: September 03,2015 E-2 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 1.608—�j 2.688 4. y 8 �� • 00: •• • .00 • • •• WINDOW WIDTH 1�1 • • • • • •• • • •• FALSE MUNTINS .800 rt ,789 • • • • • • • • • (SURFACE APPLIED) 3 D.L.OPG. y1 z 1,813 875 ••• • ••• ••• ••• ••• OPTIONAL 1.000 2.611 062 O FLUSH FRAME ADAPTER 0 •• • • • ••• •••• •• IL 2.750 • • • • • • • C • ••• • • • • •• • t FRAME HEAD/SILL/JAMB • • • •.• • • • ..• il=- ' -----,f .. . . . . ... 0 II ,I gCy 8 II I I gg TNd3� .760 Io- 4 ii ti C .873 II L 11 ,803 _ .0 11 6 a ii ii gig O2 GLAZING BEAD R o z I 11 11 1.0701 II Ii 375 it .050 8 O ANCHOR COVER 3 q O o''1 n YR Z_ � 6•MAX. 12'1AA7(. 3 z CO FERS INHEAD/SILL � O SCO-GUARD SERIES-300 TYPICAL ELEVATION ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER . CHGLASS D.L.G. DIMSo 3 ARTS SHOWN ON SHEETS 2. c ��N . WIDTH = o APPROVAL APPLIES TO SINGLE UNITS SIDE SIDE DDL.O.L..LOOHEIGHT= WINDOW WIDTH 3.625WINDOW HEIGHT- 3.625`' P Q P COMBINATIONS OF FIX./FIX. OR FIXED WITH WITH OTHEE R U WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING gg MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. g LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE q REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS USTEO, SPACED AS SHOWN ON DETAILS,ANCHORS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. Engr.,U.VAD AHM0 PRODUCTREMED SHUTTERS ARE NOT REQUIRED. Tu cla as �l�th ft FIMI& 33 EMBEDMENT TO BASF MATERIAi.SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE C'N`N'4 AemptatwNo 1IS'40 ! .t0 NOT PART OF THIS APPROVAL Fm Ilan Dae APOM A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. By 'b MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT Munni aIe drawing no. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 291 WO9-ZO REQUIREMENTS OF THE FLORIDA BLDG. CODE. ehe•t 1 of 5 .. .. . . . .. er . . . . . . . . . . . . ... . . . . ... • • DESIGS LOAD CITY- DESIGN LOAD CAPACITY-PSP V 3/16'ANN.GLASS 3/18'HEAT SLREN'D.GLASS • • •W1NIHf►DIME. • GLOBS TIPE'C'• GLA89 TYPE'D' WINDOW DIMS. GLASS TYPE'C' CLASS TYPE'D' �080•Interlayer 090'Interlayer •F42- to ) .(- •(+) INT.(-) WIDTH(W)LENGTH(I) EXTj+) 1-(-) -(+) 1NT.(-)Butocile F'VB SantryGlas • • • • 075.0 4M • 60.0 80.0 28-1/2° 75.0 BOA 80.0 90.0 O By'Kuroray America,ins.' By'Kummy Americo. Inc.' • • •• 75.0 8 A 89A 80.0 3r 75.0 89A 80.0 80,0 3/18"ANN.GLASS 3/16'HEAT STREN'D.GLASS 75.0 80.0 80.0 90.0 53-1/8' 28• 75.0 BOA 80.0 90.0 36' 75.0 80.0 Elmo 90.0 74' 78.0 BDA 80.0 90.0SILICONE SILICONE 0• • • 75.5• 80.00 80.0 90.0 26-1/2' 75.0 BD.O 80A 90A DOW CORNING 899 p. GOW CORNING 899 • • • Bao 90.0 37' 75.0 60.0 80.0 80.0 a W GE SCS 2000 F GE SCS 2000 • 0V0 • • 38-3/B° p 3 • •80- • • 75.0 80.0 • 80.0 90.0 83-1/8' 75.0 00.0 80.0 90.0 �j It g I ! I' ••• •64-0 •• • 75• 80.0 80.0 74' 75.0 60.0 80.0 90.0 p n m q I! m q 1 I! ��yy I! II 5 j! II 5 72' 75.0 BOA 80.0 Elmo 28-1/2' 754 80.0 80.0 90.0 Z Q a • :I 24' 75A Bob 80.0 90.0 3r 75.0 80.0 BOA 90.0 v p !i !i AT 1/4 PON415 AT 1/4 POINTS 50-5/8' G 4 m a �FI II If 6 ON NES WIDER II II 8 ON UTES WIDER M. 754 80.0 80.0 9a0 53-1/8' 71.3 76.0 80.0 90.0 yg THAN 36"ONLY TWIN 36'ONLY 36' 750 80.0 80.0 90.0 74' 71.3 73,1 80A 90.0 42' 48. 75A 80.0 80.0 90.0 26-1/2' 75.0 80.0 80.0 90.0 YYY444 b 48' 75.0 80.0 504 90.0 3r 63' 75.0 80.0 80.0 90.0 is X 1-114'SMS 08 X 1-114'SMS 54' 75A 80.0 80.0 90.0 53-1/8' 87.8 72.5 80.0 90.0 0 AT 3-1/2 FROM ENDS AT 3-1/2 FROM ENDS 60' 75.0 80.0 80.0 90.0 26-1/2' 78.0 80.0 60.0 9010 • AND IO'O.C.MAX. AND 10'O.C. MAX. Sr 78.0 80.0 BOA 90.0 3r 76' 75.0 80.0 80.0 90.0 V GLASS TYPE 'C' GLASS TYPE 'D' 72' 75.0 79.6 80.0 90.0 53-IIW 67.0 69.9 80.0 90.0 .'T.. GLAZING OPTIONS za' 75A eo.o BOA sae 30' 75A 80.0 50.0 90.0 i 36' 75.0 80.0 80.0 90.0 W 42' SO. 75.0 80.0 80.0 80.0 45' 75D 50.0 80.0 90.0 w 54' 68.8 71.3 80.0 90.0 ry j n �gy 60' 60.2 64.2 80.0 90.0 - L I 00" ir7 66' GD.2 64.2 80.0 90.0 WINDOW 1 1 WINDOW 1 1 W�TM I 72' 60.2 84.2 80.0 80.0 % Z_ '1 24° 75b 80.0 BOA 90A �`Z y� I-- , �--- --•l 30' 754 80.0 80.0 90.0 3 � .� aS I I I I § 36' 75.0 50.0 80.0 90.0 v�1� I 42' 72" 75.0 80.0 50.0 no w W 1. 75.0 76.6 BO.0 90.0 NOTE: 54' 88.8 71.3 80.0 90.0 WIDTH AND LENGTH S CAN BE ORIENTED VERTICALLY OR HORIZONTALLYNAS SHOWN ABOVE. L- -J 80' 60.2 64.2 80.0 90.0 24' 75A 80.0 80.0 90.0 WINDOW WIDTH 8 WINDOW WIDTH WINDOW _WIDTH 30' 75.0 80.0 80.0 Elmo 0 R I_ -Sill !i 38' �, 75.0 80A 80.0 9a0 �R�R 42' 70.0 70.0 80.0 90.0 5 �5qq I I � 86.8 85.8 80.0 90.0 �g54' 64.3 64.3 80.0 90.055 24' 75.0 80.0 eao 90.0 si mow._._W�.IO �' 75.0 50.0 80.0 eaO G m$- " L -�. OLJI 36' 98" 75A 76.2 80.0 90.0 age NOTE• e b B54.6 64.6 eo.o so.o GLASS CAPACITIES ON THIS SHEET ARE0<. owINDow wwrH wINDow WIDTH YNNDDW wuLTH " 59.9 59.9 80.0 90A BASED ON ASTM E1300-09 (3 SEC. GUSTS). � 24" 75A 80.0 80.0 90.030 1o° 75.0 80.0 80.0 90.0 Eng.. LVAD A D PRpDUCTRBVISED36' 74.5 74.S 80.0 90.0 FIA. CmLE f 0�2 m cemplykewith Ola FNRids42' Cob 81.5 61.5 60.0 90.0 24' 754 60.0 80.0 90.0 aAN K..I.D.a t 0 15.201q 3 N. 120° 1 75.0 80.0 80.0 00.0 $ 6 ALLOWABLE LOADS Frog ALTERNATE SWIPES AS SHOWN ABOVE OR SIIN SQUARE 0,MILAR CAN BE 36' 74.8 74.5 80A 90.0 I t�idmi ads oductCmr al drawing no. SHOOWNOIN DOTTED LIINSCRIBING NES AND OBTAINING SHAPE ALOWA9�LOADS FROM THOSE SHAPES. JU .L 2015 W09-20 sheet Qof 5 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... I BY TYPICAL ANCHORS WOOD BUCK SEE ELEV.FOR SPACING METAL TYPICAL ANCHORS D BUCK . STRUCTURE SEE We FOR SPACjNCi •• HE OR 1� o d�• e•a • • • • • MIAM-DADID COUNTY APPROVED wowN •'a" 44 •" • • • •• MULYON ds IY1WON ANCHORS '• d a • • • • • SEEGGEPAWTE*IOA $ • • • • • • • • • I J ML 2 i! i! - 3 •• • • • • • ••• •• a wpgel �I Ij TYPICAL ANCHORS TYPICAL ANCHORS 0 SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING ; iFSf 1 !! ii WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. TYPICAL ANCHORS: SEE ELEV.FOR SPACING MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4" DIA ULTRACON BY 'ETCO' (Fw177 KST,Fy=155 KSI) lt-Ai AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 28Y WOOD BUCKS OR WOOD STRUCTURES Ili 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY qij 1-1/4" MIN, EMBED INTO CONC. OR MASONRY 'i !! !i DIRECTLY INTO CONC. OR MASONRY � O ! ! 1-1/4' MIN. EMBED INTO CONC. OR MASONRY p.. I n W #14 SMS OR SELF DRILLING scREWS (GRADE 2 CRS) I 00" INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") W !! INTO METAL STRUCTURES 3 Z STEEL : 1/8" THK. MIN. (Fy 36 KSI MIN.) 0 ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.) qqI U Q v !i !j (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) G1 W rn� !j +! I! T.YPI I DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. !! ! INTO WOOD STRUCTURE = 1' MIN. it !! INTO METAL STRUCTURE = 3/4" MIN. R ! WOOD AT HEAD. SILL OR JAMBS SO- 0.55 MIN. c S CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. it !! !! C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm a 1500 PSI MM. $g 0 it i+ j! II un !i Ii SEALANT: m o j! i! ALL JOINTS AND FRAME CONNECTIONS SEALED WITH $ JOINT SEALER. g< m o 0 it 'ngn JAVADAHM PRODUCT RM- SED as compiying wlih we Flod" tv . a a +• F 70592 Building Co . ICANON loAcmplmxa No Tax Milg• 1✓r ) Q p 4 ,••r. Milan Daft " e I TYPICAL ANCHORS e•, " I TtE ANCHORS Mtam1 mum dmWing no. SEE ELEV.FOR SPACING SEE.'•WOOD BUCK FOR SPACING JUL 2015 W09-20 '' sheet Sof 5 •• •• • • • •• •• • • • • • • • • • • • ITE/ PART p RSQD. DESCRIPTION MATRRIAL MANY./SUPPT3ER/RIIJARRS �r y , FY301 2 FRAME HM/SU/JAMB 8083-T8 2 FY302 AS REOD. GLAZING BEAD_7/18'CLASS 8063-T8 ••: .•• ,: .•• R1 q S FY303 AS READ. ANCHOR COVER 5D83-T5 - • • •• • •• ••• • • ••• 1/8'TFIK 4 E203 AS REQD. GLAZING BEAD BULB NEOPRENE ULTRAFAB • • • • • • • 8 ALUM STRAP 8 io:3 FLB-50 GLASS SPACER- 1/8'HIGH SILICONE FRANK LONE Soo 0•!!!!ll��______ 8 #10 x 1' 8 FRAME ASSEAfBLY SCREWS CRS PH SMS 7 FY,20 - FLIAH FRAME ADAPTER 6063-78 OPTIONAL B - 2/LITETE TE SETTING BLOCK EPDM DUROMR 85A:5 SHO1tE A ••• • • ••s • • • •• • • • • • s '00 • • • • s a gs• • • • • QQ0� a WzN WELDED �---� JONTS J m MIAMI-DADE COUNTY V1 APPROVED MULLION RECT. OR SQUARE WINDOWS CIRCULAR WINDOWS MITER CORNERS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV.FOR SPACING W{- CORNER DETAII9 liI m .L 0 pM Z�� - - w�):l TYPICAL ANCHORS SEE ELEV.FOR SPACING WINDOW WITH WINDOW WIDTH -�{ 1/4'MAX. 1/4. 1/4•MAX. MAX. SHIM I A z SHIM © SHIMS TYPICAL ANCHORS I R SEE ELEV. TYPICAL ANCHORS FOR SPACING SEE ELEV. 3 FOR SPACING C v o a. P^ .. STRUCTUREir .._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.. ._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.. amp n ._._._._._._._._.__._._._._._._._._._._. ._._._._._._._._._._._._._._;_._._._._._. a c WORDK .._.._.._.._.._.._.._.._.._.._.._._.._.._.._.._.. it q WOOD ST .� Env. IAV AHMAD PRODUC7rmvISBD ,I 9 FIA Ch%A y "cwnpIft rft"Rod& o"2 C.k *.SS78 BuitdmBPudo 2 18Y Acceptonco Nol •O 15'to 1 EXTERIOR ,' WOOD BUCKS Hx nation DOW lkm ICt :a BY D.L.OPG. Product drowing no. wLNooW WIDTH Q 2015 W09-20 ahaet 4of 5 . • •.• • . . •.• • •METAL .8 • • • • • • • • STRUCTURE • •• • • �'i 1YPICAL ANCHORS . ANCHORS • MIAMI—RIS CO*I Y APPROVED y SFE 0.N.FOR SPACING �• FO SP�iCIN •• MUhUON«MULYOH ANCHORS • • . • SEE SEPARATE AWA• V r DA ALT. •• • • • • • ••• ••TYPICAL. RS baa tY�SlWrC�+ SEE ELEV.FOR SPACIOG Z allou d � � v tt o o_Mi n 1/4'MAX. SHIMS ALT. Z yt d AT e • MON TYPICAL ANCHORS SEE ELEV.FOR SPACING . , . 4 M . y 0 ALT. c<moe INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER N.JAV FRODUCTRHVISHD � •� B FIA.PCMi 70982. IIdlc d�la8l evt.lbo FWda • ':1 ' JU 0 2015 ey � ° - TYPICAL ANCHORS Miura ada Product drawing no. SEE ELEV.FOR SPACING wog-2a sheat Sof 5 Mf_AMI.DADE m[raMz nA =�cocnTx 0 PRODUCT CONTROL..SEGTIOK 11805 SW 26 Stme_,A.Rodin 208 1) I'ARTI4IEI�GT i�F RgOU1 ATORXAND ECONOt1I CIMOURCES`MR) Miami,Finrida,3917$-2471 B6PMA"....0ODE t'1',.>I"ISTRATIMPMSIQN '086)31542390 P(794)HSS 2599 �wvv`.miamtdstde Dov/enonom Cts" in► g y t+enis* Ur*I%. K. 041eyi FL.331'18; ' hls,MA U be4hg.sssued.under the applicable rte and:tegulations governing{'.he use c consttuctiqu Mato rials:The docunrnelitatiori:si►bi xtt d:has teen reviewed and aCeepted by I "iami T7ade County PBRA-Pradixct ntCal:secfio;n to p used 1t431rT'iamf-lUde County and other areas where allowed by the.Agthddty Haviog.:Jurisdiction(AHJ). This NOA shall,not be valid after the expitatioti dato0ated below.The bfiami-Dade Copnty Product Qont>rval Section bStatnr . light. . ,4 ('in. Daae salt+) and/or the ArtIJ stn areas ittber than.Tlami Dade County)reserve the tri 'have this product or;material:tested fair quality assurartee„purposes et-If.”pro4vot,of tttaWla[faiCs to perPorra in fhe accepted to aiders'the tnaofucturer will incur the expense pf sureit testers and`fila AH5 may immediately revoke, i odtfy, of suspend'tbe use n ouch product or material within:tl 04-j'urisdtofon. Pd a; reserves the right to tevoko this acceptance,Tit:is detett.tined by Mtantc�Daide'County Product Control S00icin1hat this,product or material faits to meet;the reciutremonts of the applicable build.0 goode Thi product is.appitoved as described herein,and fim.been•ilesigned`tt .comply with the Florida Buil.dittg Cod.0 jo."' din A _ h;VI Hurricane Zone: . . . .FnSCI Y'TION Soties-600 -luminum Otctswrorg13aors. APPROVAL DO:MMUNT:Drawing No. �12 : ev ;titled 1`S!e#ens Qp Al>.m Outswing Entrance Door (T,; t.1),','sheets x'tbrough.9 of 9(imtasive,7,l) ared by AL 1?aioq Corporation,dated 02/1311 atud;last re�tised.oaSBP 04 211iS,shied and sealed by I�Ily Ahmad,l .E.�,li uig o I jai :Izade`County Prodrttct Control ion,stamp vitE>theNo4ce of Accspfatigober nd expiration-dot@ liy fire i-lit ie Coin Pr ick .. . . 5 )iD&Acr RAVMG:..Large anis S> il<I.N. #o1infact.Resistaut See,*ngl'e'or Doublo'Diyor Design Pressure,(I)P)ratings in-sheef* •See: Single or Double Door DP va[tings with Ad6fites(w/wo rfnforcement)and:Stanchion.Single stdolite rating in sheet .The max dcior leaf widtU .shall not to:exceed.3TIf See locking options 1 &2,in sheet 7.I.: Laminated glass types G1 and 02 are.ltmited to:490"KuraraWs Butacite PW and glass typo Gra is l united to Xnsulatej laminated glass-.v/.090"SolutIa W64ayot, Each unit shall bear a permanent label With the iatanufaetwees name or logo,city,state and series and fallowing statement:I'Miaini,-Dade County Product Control Approved" nQW herein. R'ENE V AL of~Ws MOA shall be considered after a renewal appliraWn.hu been filed and there has been.no change in,the appApab.le building code negatively affooting'the performance of this product. T1C)LtMINATION ofthis 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.litfisuse ofth.w'340A as an endorsement of arty product, for sales,.advertising or any other purposes shall aotomatically terminate this MOA.Failure to comply with,any sectloa.of this NOA shall be cause for termination and removal of i+IOA. ADWRTISENUMT�ne-Wtvi be * -'de3by the wards Mianu-Dada County;Florida,and folbawed by the expiration date may be 0isp.'gi4 iR aivgrtilt+dtterature. If any portion of the XOA is displayed;ithen pit shall be done in its entirety. • • • • • • • • • . .. ... .. . . . .. INSPri MON A copy of this entire NOA shall:be provided to the user by the manufacturer or its distributors and shall be available forinspeption at tie jqb site atVte.Cequestofthe Building.Official This NOA revises 301k#12-0402.03 and consists of this page 1 and evidence pages E-1,as well as:Approval docunient,Mentioned abod. The submitted docuraentatton wa's reviewed bp%liaq I:Chanda,P.E. NOANo. - MIAMEDADE , MTV • • • • 0:0 • • Expiration a e March 20,20X9 4t ' "' ' Approval Date: October 15,2015 , ,ts .. .. .. .. Page 1 Sal ECo Windaws;gvstem&LLC NOTIC.E.OF ACCEPTANCE: EVTDENC.E.SIIBMIITTEb A. DRAW- MOS 1 1 anufa trer':s die dsaw�ngs acnd:seotions(see below) 2 Dra tog b1a "�t�M-p$Aw C,.Eigod-Sprees:600 Alum Outswiing Entrances QOor(L;1 I,y'j shoots t ftough 9 of 9(nCTusive fil a proprod 6y AL-Pa"OorpAMiticn,dated OVD112 sn4 last reatsed on SLIP 04, � 2015,sig"4 aad seated byJava&Ahmad,P.E. ' B. 'L` S" S(soWttt ttndot 0110 M 0402;08) L Test reports.qna Air �Itr4on Test,per PBC,TAS 202-94 U. n* Qrm Stade Air 1'ressure Test,Loading-per VBW TAS 202T94 3) Resistance`fest,.per RBC,TAS 22`-94 4Lugo f&s fe 1rnpaci-Test por FBC,TAS 201494 geIie'tmd pressure lrosdiog pez Fl3C Tt1 203 94cced Entry Test,;per FBG 241.1.32.1,TM 2 % aieag witk netac Cod-up dtofi. Anal installation diagram p an at # '1st t French dgo�r.,: prepared by 1Xurrlea&Edgineefing-&.Testing,kc, Test Report N INTI 1,2 3357,MMX358.. HETI-12-400a,H=1:124003,and M7- �2-d�2 staffed ITS- 0 26/1i2,,of signed anal sealed.by Rafael E:,Droz-Soda,P.E. Nate:The:above,te&rei ad test:reports leave beeia revised by an addendum letter dated bne„29,2012, issued by Harricane Fagineoring&Testing;loc„signed and sealed by.Rafael'> .'Dr(iz�5eda, p..E; C. CALCULATIONS 1:. Aztoltorveriffc [tlon ealculalQns.and stxucfutal;analysis,complying �PB.C,2014(5'��ii:ctxon�; prepared.by At Fmoq.Corporattm dated dune 02,2ty 15,signed and sealed by J'avad Ahm4-P.R. 2 rilaWAg,00tnptico w/ TME-130(1-02, 04&-09. D; . _ A—UTY AS9t NCZ - - - -- - 1. 11 aini Dade Department o Reguil tory and Economic-Resources(PM). E. MATERIALR'W C&TJ(ONS 1,, 'Notice o£Acceptadde 7Yo.,1146.24,,0119sued to Kuraray Amert�en Ike. tir JUL DuPcnt DeNemours&too..,Tne:foe the P�VB interlayer",expiring Qn..1.2/-1 1t6 2 Notice of Aci eptancel90 12-1231.10 issued to Eastman Chemloa,lcompany(N A)(fgrmer Sotutra,:hw.)for the I'Safle=Saflex Clear,&Color glass interlayeel,expiring on tx5f�1�1 G. 3:. Xf,F'dga:seal System 201 SS spacer by Cardinal 10. F. STATEMENTS, 1.. 'Statement letter of-dot fbririance to FRC 2014(5n Edition)and letter of no fwancial interest, prepared by Al Parooq Corporation,dated 06/02/15,signed and sealed by Javan Ahmad, P;E. 2,. Addendum letter dated June 29,.2012,issued lby Hurricane Engineering&Testing,Inc.,signed and sealed by Rafael,B.Droz=Seda,P. E. 3_ Lab compliaoo as pert tithe above referenced test report, .. ... . . . . . .. G. OTMR . . . . . . . 1. This NOA rey� -40# 2-*OA)AOJ,Bx . ing 03/20119. 2, Test proposal,dated 1Q/1.4/11 and Q2*21=12 approved by J'ERA.. •. • 1 haq I.Chanda,P.L •• ••• ••• Vr9dott Control Rxalnilier 140A No.15-0603.13 Expiration Date: March 20,.2019 • Approval Date: October 5�2015 ••• 7E-1 ... . . • ••• • . 1/8`NEAT STRENb..GLASS _. eT/i8•Jim STREN'0;. ' 4% Kucat�i A!darlctt�bK- 8f!tltororolr AmerjCo,41e:'' `� }�` >tEAI siq�ti"p #IAgS: 3/1,8 NFA.` Pt DOW GO t{8' .g. 00`R.,CORNIFfO an- � v. •.:..• .. � . �. � QOM e• • i•:e•: \\ / ,\ ,p/ .SE'rtk10 BI.OM:I AAT IAM,.GUESS • 8 �.-r RECD.FO(C Yp E%G W.N6 tN1LY i4 ••}••• •• •• •• NCTeH GLAiMC�SEW 1.01+'70 y�33 MM Tm •••••• � 1/8 TE1dP.GM!�SS • • • •e•••• /18AIR`SPACE •••••• •• •••},•• V'r.HEAT`SD:EN'o.('t1SS W • • • li • • ••• • ♦• 9S4"MdtetMonc • • • • Sp'%okr4 Aho Calor OWa an w • ••s• MfB•.HFAT stteLPt'a:d1AS9 � �eD�;� A aM,e IS 50.1CONE BC Dow'CDRMW-M Z 4� ' 202A /-um SPKM SERIES..600 k t ALMMUM OUTSMG ENTRANCE WOR SINGLE (X)AND DOUBLE(X?O LEAF;DOORS SEE SH&T ZoC D 70 ILEA jOt5k8 �` STAND.ALONE SINGLE SIDELRE SEE:SHEET'3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. R LOWER VALUES FROM SIDEL" CAPACITY'CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. 1R¢PUCtRPV19Cp: yy yy •IagpryNKlwllf'1►oF16Aia .' ffi 8' . DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION aeeee��u_'.� •i$.OLO 1 ; RESISTANCE IS REOUIRED. THIS PRODUCT.HAS BEEN:DESIGNED AND TESTED TO COMPLY-WITH.THE 1. •' 4Krti '+ o caj ' REOUIRMENY$OF THE.FLORIDA BUDM4.COOS•INCLUOINO HIGH VELOCITY HURRICANE 2DNr(hwz). 18T OR.28T WOOD.DUCKS.eT.OTHERS MUST BL?ANCHORED:PROPERLY TO TRANSFER LOADS TO"THE STRIJ *-- ANCHORS SHALL BE AS LISTED,.SPACED Ag'SHOWN.ON'DfiTAILS ANDHQRS jTD0E DRDRS ARE PATER.FOR-TARGE da SA7ALI NASSp( IFdPACT � }� � 'E6IBEDIdENT'TO BASE:MATERUIL SHAMi QEYDNO WAIL ORESSWG'DR'STiMCf;D. dkE NSI;REDMlmm II" . ANCHORING OR.LOAOINO CONDmoNS.HOTSHOWN IN TrIFSE.DEWLS ARE- ... .. .. y ' -NIT''TART.OF 1F¢S APPROVAL. A LOAD DURATION;INCREASE IS USED IN DESIGN OF ANCHORS INTO,WORD ONLY. MATEPoPI S INCIyDING`BOT NOT LIMITED Tb:SfEEC AETAL;SCT#EWS'TH(T Wl 2- 8 COME INTO CONTACT WITH OTHEIt blssIMltAR MA ,ALS SHALL MEET THE REQUIREMENT$d)F THE FLOPoDA.SLOG.CDDE sheq� 1.PT. i L31 FwaE.event WIPTM .. r. 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SNAP Covin 11 LEAF ASTRAGAL STILE I s oqQ tiIPIGE.BAC9C-4P'PI ATE lis 62se10 aae TSQQJT�MVLUDH:"-Fwmo Q.t .. 079 4000 4400 tte� 4.{96 I �' t N i 3 . DOOR FMMJE JAMB 5. SIOELIiE FRAME JAMB SryOELITE 9''1 OTTOI 'RANK' •. I( LL 5I IP I JAId siie8l'$9t 3 i • � it I•, Q�� .•• • , ,•' 00000 •••too • • • • J V- • 0000', i • 000. 0• 9• •• •• I' 000 •• • •tftR FRAAW L•dkR�l2 • • • • i • • 0000 •••0 ,t�+� • • • si.. ••• •• •• 90.000 . .. • • • ••• •• 00.0 • • tr�8 •••• lilm I �titnurtdc K LEAF-CORNER she'oE 9=of 9 i I I r � IV"-MI DADS 4,-PVWY PKUDiXG`T'-�0111T1�4)�51�f��CI3Y A� �R'T�MENTt1P` �v1�es' lR _ tYl?gEQIV + RE.S(3ilitC :{ItEIt) W.12.6 Z08 R© 4"CON ADMMTR XOW]3WWQN T(I86)3 is-090 FQ36)JI154599 ( T� QF A,- A Lr': : www:mia�tri Atte go econoinv Eca i�flndow S�+stdn�is,Tn.Y�G � . 11'tedl "a»33178' The JOA is b6igg:Issued tinder the applicable cines and latiotts goverxrir►$ the: use of corntruetion materials. `fie dveuiatentation st�tl titttlMod has leen revatevcred and accepted y lYTiaititi�'Oade o K- 'roduct.control lection to:bo dsetl lulla4i Autleiuttty and other areas Fvhere alCdwed b 'tlia atlttxtborify Hamririg Jurisdietim WRED.. This:140A,shall not ba vi(t-d aft:,elle 4pitgtion state:stated below,Tho MMix d--ado coupty Produak Cori401 940f(TA.Miami Dade County)tadloeifio AAW-(Io OtM pther'tb t�ami Dade ouat t0setr to tu. t to have,tl gt dur%t ior-,;n4te& tested for quality assliratt ut If thU Prod oc tnatar-tel faits to perform itt tho accopted mate r*,the �r►at fa i rer will incur the sapense of stibh testing anti t.kg AW may imam-edt ky revoke.:modi a Or tupod.the t�sa of such prctduCC,or material.within their ucistllati R,, reserves flee light to revoke this Acceptance, if'It determrried by lliamt-Dafleuty'1'rodue Coatcat: Section that:thls product oc:ctatite al els' meet the requirements of the applic ble building code. Tins product is approved as described herein{ and has been tlesitgmed to comply v+rtth the:Florida.: F3ttilding, G,ade ia�.ladir< h�eloc , titur€icanc moo: .. D ►`�C> "TYOM:Series eco-:Guard!W ATumikV�i �izoukskI l bllirtg:'l?Vt` aEw—T•.M,d• 1t�O AIS DO.CUMEi 3':Drawing 14-0.VYt19-12;titled�`Eup-Ou04$064:20 Alurrt,'HorE filing "lid sheets dtottgh bf , 424/t)9, tth reston E dated Q'lfl �'15 prepnte b A,t ftooq�grpotation,stgrted and.sealed by 1 t1 A h ady f' bearing Lite Miaut Dade Count Pro act G�ool ttevistdrt stomp t1e i`Iotxce oi'Acceptance number aid exphatt�ttt _y file iVI%axaptt lyde _ -- Cp�un Ero S1111.'ii rAor urge,and Small 1Vlisaile Impact Resistant nen a wt a-ratan ctut`°s.name or ldgo, aityf state, modoltseries, and fallowips statement: "W=IDade County Product Control Approvod",,.unless,a6erwfse noted herein: R9NEWAL of this N A shall be considered.after a.renewalapplication has been:filed and there,has been. AQ cbauge in the applicable building code ttegatiy*affedoggtke performanceor this product: TERMrNATION of this NOA v4U oeour after the a iradon elate or if there.has been.ervovisioft or change: in'the materials;use, and/or r.gat- facture of the:product or ptbcess;Wsµso.of this NQA_ as an oaclorsertment of any, product,for sales; advertising or any other putposes shall automatically tertiii O40 this NOA:..Failure to.comply with any section of:this.NOA.,shall bo cause for termination and removal:of RO& Apv'E.RTISEIVIENT.- The X OA> number preceded by the words Miami-Dade County, p dr"Wa, and followed by the eytpiration date may be displayed'in advertising literature. if any porton of the NOA.is displayed,then it shall be Hope lit.. ts,entiretyy,. INSPEO'TION: A: ca yoEr�is.'�ti�'i_�IO,l4.s$aQi 1�'prouden to the user by eke atRnufactUrer ar its F- dtstrbutors'and-shall be available fe�is�sp�ct�o�a�the jo�site at the Ce(]uest t�fthel3uildtag Of�ictai.; - - This NOA revises NUA##'t4+tl '1 . arnI•conssts of this page t and evidence pages.Ehl, 1 and , ,as well as approval docutnent,mentiond4 above, The submitted documontatWn wan revievred Ely ManxteJ:Pgi-ez,P.E. • •• OA.1�Io IS>0728.05 M�ar�araE►neco Ex Iration Date May:27,2019 ... �5". ... Approval Date, September 03,2015 .�. Page k . .. .. . . . .. .. .. : . . . ... . . ,Eco K. I dowv Systems,LL-Q T NOTIC'E-OIFAMEPTANMI & ENCE SU13:11�1MC+D A IM L Manufacturer`s die:draMop.and`sect zrs; (gubbtttte(t ander NOA#09�031- Dra 'iug 1\To W09-42,tided,"1 ro d$qres-200 A.luxri,1i'oriz:dolling d ,r (L.114:i "*,sheets 1 through 7 ofd,dated 02!24!09,with revlsioh F dated 07,11Sag6a popaved,by A Farooq Corporation,signed and sealed*1a;Vad MMA P;. B� Ti I Test=reports on; 1)Uniform Static Air Pressur6 Test;.Loading per FBC,TAS U2-94 24 Large Missile bopstot Test per FDC,TAS*,201,,94 3):Cyclic WindP.rosure Loadingpm.-M9,TA 203-94 4)Fborwd Entry Test aiong xa th tiharlced up dra�an�lga and i tallatcort di gs a an alt�wkkun single'kung windo0-;prepared,bar Penestratrrip st gl Testing X,abr?ratctryK,Zno�,TOA No,,: M-=1615,:dated 12/09114,4pod and sealed by Martin 10. Brinso ,_P.& (Makmilted andeepreviottsNOM14 031XO# I. Test reports on 1;)Air Ta£il.mO Test;=perm.TAS 2-02,94 2}Ltn&rm .;kOc AirTressurwTest Loti ft peas C TAS 202-94 Yater Resist mee Test,per F-SC,`ITAS IM. - 4 4),Forced.Ertr Test,per fFBC-241112.1,,7M 202-94 along with marke&up.d-awings andIt stallation diaggrarn pf'a XQX OwWmum 1?p ou...W_sliding wlhdow:,p o by 1~I !Cap leant No., 'F -08elated fY1tllt39,skgd a>aid sealed by Candido `.Font, PA &b,trtt`wd undir NOA09 431408) 3. Til repoir s oti..1. "Large.`IVCssile Impact Testper V80"T4 2,0144 2)-q1+ is Vmd Pressure Loading per MCs.TAS 20"4 along With,mar ed:dip drawings:and installation diagrani ota X0 alum i rxi hor-bontat sftding.window,prepared�y Rurricarie Lh-tgineering&Teattngjaoi: Test; lieportNa YETI-118;222 -9,:dated 0'1!1,5!09;sig-dthd-vdod by C.andida�F. Font, (SiA tr iYpA09=f131'2.1�8) 4_ Test reports on: 1)Uniform StatkAir Pressure Tests Loading per F-BC TAS,202-94 along with:marked-up draMdp and it►stal.latiori 44WU! ;of a.XQ.-aluminurn horizontal sliding window,prepared by Hurricane Engineering&Testing,Xne,,,Test lieport No.:Ii11' -084227,dated 01115149,signed acid.sealed b Candido .pant,: . . . . ...... . . . (Sahmitted ilador WAW 6.18J. T Manuso s ... - • • •` • • • • • • Product Cont Ol E% . ner • •• IYO&M6 07,28,05 .. . ... . ... . ZxpiratignAate ]Y a3^27,2Q19 Approval Date: September 03,,2015 . . . . . . . . . . • •• '.• Y • • •• •• ••• • • • ••• • • Eco Window.Rystems,LLC. NOTICE OF A:CCEPTAMM E"VMONCE SUBAUTTEn } Bz TESTS tcoMrnnl: 5: Test reports on 1)Air Infiltration Test,per F1RC,,:TM 202-04 2)Uui£onn Static AirRvossure Test,Load'in3 perrSBG TAS 201-04 3).WnWJ�kosistattee ,der RBG;TAS 202 94 }) o�roetl l ntr 'Test,p rVIRC 2411 12.1,TAS x.02.94 along wlt�mar�er��draurings�and installafian diagrath of a�45��ailul,�ninufn horizgntal.slcgdowxpreparecl I�y>dutrieane Engrneerii 'Z�ostwgi Tesf: ReportW `�#48-2228A„dated 0;1,/19'(19.,signed acrd sealedby Candido F Fort4 PrE: ftuO.mlfod u„WkrMOAMSI4311.08)° 6. Test reportA:on. Q'UnWi"ssiXo Imst;por FRC,TA,5 W�% Gyeli`e ! ilPressnte Loading 1 FB ,TABS'243 . along:v4th Waft"p,dtaw-ings'snd W4l_latian diagramo a xa alu "num• horizontal slid,vdodow.prepared by aurdme EngiaAgrM19 8 Testing,Zzxc. "Test Report'No,TM -A8- Ms tett 011151oq,signed and seated by,canlao- a cont, PXI (SOM11lerl uud�r Nr /! 7. Test reports,04; 1 tare,: ssle Tnxpaal Test per ,TAS'201-94 1��yelio hind,Fresssure Loading per F9G,.,TAS 203-94 along v�ifhz iarked�up dravdfags_aad i ta.11ation diagram of a XOX tduvAx hor zoo*sliding vfrindoiu,.prepared�y'.R=,t.ane En&eerit g.&Testua�TnG4 Test. Report',o-I T10�8�-222:9#datecl�JUl�/Q;9,signed and sealed by d do F.Fan/;. (Su6m1 fe-ufidarNOA#t19-0342F 81 8. `i`estrepoirts on; 1)I�rgo issYle I gpaetTvst.per PBC,TAS 20 -94 2).Qy410 WW Proswo Loading por FBC,,TAS 2,05-94 along with trnaftdrtip drawings ani,;installation diagram iif a XOX,Auftli ifY horizontal slid-ang window,prepared by Hurricane-Engineering&Testing,Ytao:,,,Tesb Report NQr O=8-2230A,dated 01115/05,signed and sealed by candido F,votit,. 1,M, (Subn#ltes under NOA#09 b3'.X 42). 9. Test reports ow.1)Large Missile riitpact Test per FBG,TAS 201-94 2)Cyclic'Wind prOssOe Loa iiti g per Mpt TAS 203-94 along with marked-up dtawings and installation diagram:of a XOX ahunium horizontal sliding window,,prepared by hurricane Engineering;8c'Testing,Inc.,Test Report-No.HETI=:08 22809,dated,05115/09,signed and sealed by Oandido RK-Pont, P.E: .. ... . . • • .. - (Submi'lted,rel der W444.OMM _ Y•. • • 1VlaRW r- :eN.F:E. • • • • • • • • • Peoditet Control kcaj&fner 4000 • :0. • .•• • E%piraflon.bate. May27,200 . .f A;:p.pr�val D�ite; September03,x015 ••• f • • • •V• 9-2 • %0. • •• f• • O • i• ••• • • • ••• 0 • Eco WZnd6w Systems ttC.• NOTICE OF ACCUTANCE: E'CtTDEJ�Q&SUMMED C. CALCULATIONS , t. Amhor verification caicatations end struoUnaf analysis,complying with FDG`. th it ait(1014),dated,071,09 5,prepared'by A4l Faro«{Corpotatlon,signdd a#d sealed by daVdd Ab tad,P.P. 2-i G ing complies'with,_A$TI I El$00-'0 D. QUALITY:ASSVE RANCE x.: N:tiati�.11de Dcpa ,tien��f.ltega[ ry:anci:BecnQr�e E.esoes E,: MATERIAL CERTM, CATIONS 1, Notice of Acceptance No., 14- W-0 i I :. RtK9iDA8DeltY 3 MY MAX. 4- 9 8 4/R'� I�EnD }O15%8" 9 . r. o NFAD. 3~ � ,�w/sw- 1CflRtYgSS � �' • �, C.ORNER9 � � m.. E... 3 E: '.g}g••. 11 'j 1`.•�'k 11 A.� N =I�` 1 ,✓I�: � > ' •• ••• •• I jet JetJVit •a•• •• •••• t •uaes •Dsi Fi•D•- ly lawn ! s/k ISUIIFACEAPuAT eKD4 „NAT 4 • • • J9r/bt" ECU=GUAW. SERIES-f20 • • •••• � •• ••• 4Eld` �tENY WIDiH •• ••• •• •••••• PE$ION QOM RATI FOTt TkI*1YIyOows 7G HE,7�^Pte' $© ' • • • SHQWN b3tiEtffi.2 Z ••♦ • 66ii •• . giESE.WIN RAT):D' SMALL Ati§SILE:IASPACT RP IPS Pk} ` D1 > :U SDP$ID:B9M SIDEQR la "i�} :• SI9ITTERS itEOUIRED T TI )Y-FOR SMALLP1 OF GLI�3$DEQ'1dUSi BE:IMPACr �fEhdPEY2E{2 Y11Nb3W P WI D�OF,mof IN t' :IAIAAII DADS 4OUN1Y`.APPROVE0 AtULYJik15 TN 85TWEEN. ��' - TPWEft P�IeN'.pRE�SURE_ WINODW�;gR'FA.ULt10N AP.PROVAI, HUT'STREWD.CLASS WILL ,�$tY Ta ENTJR�� :SPACE ! 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