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WS-15-2916 W x'E AM ,�y P', Miami Shores Village FWv CType*,6,dowsf$huttem 10050 N.E.2nd Avenue NE ro a$ awn WindowtDoor Replai�em " Miami Shores,FL 33138-0000 c Per a�t �". �, Vr h� Phone: (305)795-2204 Ex iration: 05/20 P� 16 '[2l � Project Address Parcel Number Applicant 1280 NE 101 Street 1132050210010 Miami Shores, FL Block: Lot: WILLIAM ROY Owner lnforniation Address Phone Cell WILLIAM ROY 1280 NE 101 Street (305)793-5050 MIAMI SHORES FL 33138- 1280 NE 101 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone DVG BUILDERS INC (305)506-7308 Valuation: $ 15,000.00 . .__.. _. Total Sq Feet: 00 Type of Work:REPLACING 11 OPENINGS WITH IMPACT R Available Inspections: No of Openings:11 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Review Building Fees DLFee Amount Pay Date Pay Type Amt Paid Amt Due CCF $9.00 Invoice# WS-11-15-57808 DBPR Fe $3.15 DCA Fee $3.1 15 11/18/2015 Check#: 1408 $50.00 $202.30 Education $3.00 12/08/2015 Credit Card $202.30 $0.00 Permit Fe $210.00 Scanning $12.00Technolog $12.00 Total: $252.30 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 tl<lat all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zonin r ore,I authorize the above-named contractor to do the work stated. December 08,2015 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy December 08,2015 1 Miami Shores Village N �� Building Department �0V � � 2015 V Y g p ��: 1 4 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 201 I-1 BUILDING Master Permit No.�� PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 12 90 06: l o l 5'f Ire City: Miami Shores County: Miami Dade zip: 33I 38 Folio/Parcel#: ) - 31101S — OZ t 0016 Is the Building Historically Designated:Yes NO Occupancy Type: Load: po,^C''onstruction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): YY 111 l Q 171 1z. P-0 Phone#: '?OS -7 4)-2 Address: 12 80 W E 54y-ec4 City: "tat/!'1! S h ores State: 1'L Zip: �(3 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: DV 6 Su1l dt GS�, Inc. Phone#: 305 50(b -130? ? Address: 13y(e W 3 8 'RL City: 1416de-e ^ State: ('L Zip: 33012, Qualifier Name: DoniGf GarUQ Phone#: 305 500 '7308 State Certification or Registration#: C C1C (5 4Z3'"1 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: j Value of Work for this Permit:$ t ,� i 0 0 u Square/Linear Footage of Work: Type of Work: ❑ Addition ERr Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work:Im QrA windows Specify color of color thru tile: Submittal Fee$ o� C-r? Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ 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 promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatureur i nat OWNER or AGENT CONTRACT The foregoing instrument was acknowledged before me this The fore o' g instrument was acknowledged before me this day of N Oyem bfr ,20 95 by 11 day of Novehtb-e,- 20 D 5 , by (aw) Q0si ,who is personally known to -DQhie l 6QrUGi ,who is personally known to me or who has produced F'L 1)L as me or who has produced FLDL- as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: / LSign: IAA�w cbu/� /� / f_ Print: (�D52f�1 R{fin a� Print: koo t' P"s I r) �'1'�h Seal: r° .��P:;�� RDBERTO WWMT Seal: a°�"Y Nr ROBEFOORFINI MT W COMMISSION t FF 131389 * M><606ti11SSION f FF 1313E39 EXPIRES:June 27,2018 EXPIRES:June 2T,2010 Bonded 1hm 8WONmry senk" APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) No MENS No MENEM ■ ■ ■ ■■ ■■■■■ ■■ ■ • • �! ■rte.'.- • � �r��!' �■ ■ _..� � s' MONO■■■■■■ ■ ■ ■■ ■■ SSSS■ ■ ■■ ■ ■ ■■�■�■ M■ SSSS■■ ■��:■■■ !': ■ SSSS SSSS■ ■�■ ■SEEM M■SSE ■ ' , . .'7 _.f. ■■E■■ ONES ■ MM ■v MEON No ■S ■ ■ MMM■■■EM ■ ■ ■ NEON Im ■ ,,. � r ='yam C l�T� � � � ; ■M ■ ■■ 61,�f1 ■ ■■■ ■ ■■■■ ■■■ ■ ■ ■ - __ ■■■�■■■■■■i■■■■■ ■■■■ 1 1■�i moil■■■■ ■11111 ■■■ 111■ ■ %�, �I��■� ■ I1 1/�1�9 ■ ■/■� ■ I■■/�r/■1 111■ I�ui ■1 1 ./fi ■■ I■/iii■1111 ■ M■■■ � ; � � rGil 1 ■■ ■ •• ■ 1 ■/■ i ■■■■�1 IIII■ 1■■ MINIM �■■�■■■■■ ■ I■■ ■■■■■ mm mm ■■■�!! ��■ ■■fit ,�� 1 1 ■ ■ ■■■■■■ , ■o■■■ ■ I I ■ "i ■■■■■■■■■iiii■t�7■r/■ ■ .111■ mom 'MEN ii'■■■■■ 1■0■■■■■ Ii�I ■■■■ ■■■■!■ 3Lt: ■■■_ ,; I ILS • ' �, -- --ii■�■i ■■ii1�i■■ ■■ ■ ■ ■■ ■■■■ ■■ ■ ■■■■■■ r■ IN M ■iii■ ■ ■ ■ ■ ■■ iri i��` ■ ., ■ ■ . ■■■■■ ■:cif ■ ■■■�ii'■� i lX■� n� 1 0 ■■mmmm as I ■ ■■ "i ■ i■�""�iiiiiir�■■�■S■ MEN ■ ■ ��■■■■ ■ :. iit 1, 'Jiti ; ■■no ■■ ■ ■. , ■MEN■■■■®■■ r�,, f ► ■ ■ ,� I !■I ! NEMESES■ ■ ■■■ ■ ��i ire I■�■■EEM■■ ■ ■■■■ ; / I III■1r1 IM■■■■ME m ■■■M Sf l I mom ME ■ ■ ■ ■■ ■■I■ IMMEMO M■■mom 0 ■ ■ ■ ■■ ' Il�ill ,til■■■MONE ■M■ ■u■ �� ■ ■■I�■■■ MMM■ ■■■ El NEON so ■■■ ■ ■ ■ ■■ I■■ '� ■■■MM■mom ■■ ■■ M■il■■EMI■■ E■EMM ■■ MOMMEM . ■■ ■ ■MEM■� VON..■■ ■ M■■■ � .� ■ ■ ■■ .�► ■■■■EI ■ M-MM ENGINEERING, INC. LICENSE # 11955 ' NAME: 2100 W. 76TH STREET, SUITE 311, HIALEAH, FLORIDA 33016 TEL: 305.822.3141 FAx: 305.822.3161 OATS: PROJECT: SHEET: OF l _ Fx 1 f A 7 1 rt 4 it 1 AA NOV 1 2015 MIAMI•DADE Ask an M IM �y' ® IAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGUL E NOM RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATI N DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/econonry Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"Eco-Guard 500" Outswing Aluminum Casement Window—L.M.I. APPROVAL DOCUMENT: Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23111, with revision E dated 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any.portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available fair ir:"of oo PpUe Io$sitd At the request of the Building Official. This NOA revises and renews INA Nara. 13-WWDI aid mpsists of this page 1 and evidence pages E-1 and E-2,as well as approval document fi28trtioli'bd above.' •• The submitted documentation was reviewed by Manuel Perez,P.E. . . . ... ... ... NOA No.15-0406.10 MinrtiapADECOUNTY � • '•' ' •• ••• :• �' Expiration Date: May 19,2021 • �� pl�y Approval Date: July 02,2015 Page 1 ... . . . . . . . . . . 0 00 .. 0 0 0 00 00 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 S)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a casement window, prepared by Hurricane Engineering and Testing,Inc.,Test Reports No. HETI-10-3150 and HETI-10-3151,dated 12/29/10,all signed and sealed by Candido F.Font,P.E. (Submitted under NOA No. 11-0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th 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. . . .. .. ... .. . . . .. Marez,P.E. ... 0:0 Product ntro Examiner NOA No.15-0406.10 • •o• ;• Expiration Date: May 19,2021 Approval Date: July 02,2015 E-1 . . . . . . . . . . ... . . . ... . Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest,dated March 17, 2015, issued by 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. .. ... . . . . . .. Manuel P e , .E. ... ... 0:0 0:0 Product ControlE35&iner • 0 0• • NOA No.15-0406.10 • •• 000 0 0 Expiration Date: May 19,2021 Approval Date: July 02,2015 E-2 . . . . . . . . . . . .. .. . . . V .. ... . . . ... . . 37' �� w ECO—GUARD SERIES-500 wlNooW WIDTH o ALUMINUM OUTSINING CASEMENT WINDOW 35' APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE VENT WIDTH COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER P9 g/g- 0 ¢� WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING FALSE MUNTINS F. (SURFACE APPLItD) D.L.OPG. �n 1 MIAMI-OADE COUNTY APPROVED MULLIONS IN BETWEEN. MAY BE USED mID a LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL A � o WILL APPLY TO ENTIRE SYSTEM. 2 o THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). H / 0 12 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER - // o Q Q LOADS TO THE STRUCTURE. C =- �=-= D 04 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE / u -- T Z ui NOT PART OF THIS APPROVALGi m m x----,4nf----- J t7 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. o j7x \�gS m a 1 12 ALL SHIMS WO BP RIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. z m o • TERIALS�IQf�IDIN6 BUT NOT lIMITEIlQO STEEL/METAL SCREWS, THAT \ �� M U o •• •• ME INTO CONTACT WITH OTHBR MSIMI&R MATERIALS SHALL MEET THE \ i J a • QUIREMENTS OF THE FLORIDA ENJILDINGeCODE. \, •••••• • _ __ 3 THESE WINDORIS ARE RATED OR LARGE & SMALL MISSILE IMPACT. 2 11 \ W • \ •• • JHUTTERS AftE W41T REQUIRED.*• •• • LJ • ••• • •• •••••• • • 8 POINT LOCK z N Ln�_ • ••• • •••• •••••• • • MAX. 7'MAX. LOCKING POINTS 00- MAXIMUM O-MAXIMUM DESIGN LOAD RATING =+ 70.0 PSF HEM HEAD/SILL SEE CHART. 0 z Z_ �_j•• ••• • ••:••• (FOR SIZES SHOWN OR SMALLER) — 75.0 PSF SILL CORNERS .WOW.HEIGHT KEEPERS 3 Z N •• ••• • •••••• TYPICAL ELEVATION UPTO_ AT SASH $ 0 v o • •••••• 26 2 • • • •• 38—J 8' 3 v, W •• ••• • • • 1/8'TEMP.GLASS 50-5 8- 4 0 •••••• 5 • • 3/8'AIR SPACE 1/8'HEAT STREWD.GLASS 1/8'HEAT STREWO. GLASS 3/16-HEAT STREN'0.GLASS 2 090-Interlayer 090'Interlayer 090'Interlayer FRODUC1'REV18M gg` DuPont ButocHe PVB DuPont Bulocite PVB DuPont Bulacite PVB eBcMapjyftwMdvFlorW4 `G R I$ By'Kuraroy America,Inc.' By 'Kuraray America,Inc: By'Kurarcy America, Inc.* BtdldWgCo& O�.w O c aN p Q R g 1/8'HEAT STREN'D. MASS 1/8'HEAT STREN'O. GLASS 3/16'HEAT STREN'D.GLASS AocoPtanee �j7��o21._y T Q. SILICONE SILICONE (� SILICONE 'n F DOW CORNING 899 m DOW CORNING 899 DOW CORNING 899 a n m ol m NO „� 5 ^ GLASS CAPACITIES ON THIS SHEET ARE a^:,_m H n 9 m g 9 9 BASED ON ASTM E1300-09 (3 SEC. GUSTS) $ 3 m u » AND FLORIDA BUILDING COMMISSION :°c a m u o W DECLARATORY STATEMENT DCA05-DEC-219 --' Engr,.JAVAD AHMAD 'p o O R 59 A.PE®762 AT 1/4 POINTS CAN.35MR 21 19 ALL SIZES 8 SETTING BLOCKS AT INSUL LAM. GLASS NOTCH GLAZING BEAD LEG Browing no. GLASS TYPE 'A' GLASS TYPE 'AA' TO CLEAR BLOCKS GLASS TYPE 'B' W1 1-05 GLAZING OPTIONS Jv123 2015 sheet 1 of 6 EDGE DIST. TYPICAL ANCHORS -SEE ELEV. lay [� V U FOR SPACING NK10D BUCK 7� 0 .'e _METAL r - ------- - o d- •d EDGE STRUCTURE I I MIAMI-RADE COUNTY APPROVED I i EDGE X�s DIST. j MULLION&MULLION ANCHORS j DIST. g Z F 11 SEE SEPARATE NOA I I \ o C j I�EDGE II DIST. Aiaa p Q O TYPICAL ANCHORS TYPICAL ANC 0 Id x SEE ELEV. i SEE ELEV. S FOR Sp. FOR SPACING 4 I I • •. I vr- i TYPICAL ANCHORS: SEE IxLu. FOR SPACING '•' • •• •• • 44 WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. •• •• • •• = MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4" OTA ULTRACON BY El CO' (Fu=I77 KSI,Fy=T5S K51) J m • 00, • ••• • AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES $ •: •• • • • 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) • •• • I THRU 1 BY BUCKS INTO GONG. OR MASONRY H •• •• • ••• •• • I 1-1/4- MIN. EMBED INTO CONCRETE (HEAD/SILL) ✓ }�w • • •U •Q •• • j 1-1/4' MIN. EMBED INTO GONG. OR MASONRY (JAMBS) t0�n • • _ o $ a• 0 DIRECTLY INTO GONG. OR MASONRY • • •• •Ti• • 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) So Q- 1 1 • • 1-1/4' MIN. EMBED INTO GONG. OR MASONRY (JAMBS) Z 3 14 #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRs) • •• i 0 • •• •••••• INTO METAL STRUCTURES 0_0 • • • STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.) • • �, ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) • ••••• • •••: ' 1 i (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAfNTED) J12 SMS OR SELF DRILUNG STREWS (GRADE 2 CRS) y k I INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8') a j 5 (NO SHIM SPACE) 0 8 B i 13 TlPICAL EDGE DISTA.NGE P INTO CONCRETE AND MASONRY = 2-1/2' MIN. v u g 1BY INTO WOOD STRUCTURE = 1" MIN. " S 2 17 MOD BUCK INTO METAL STRUCTURE = 3/4' MIN. © WOOD AT HEAD. SILL OR JAMBS SO = 0.55 MIN. CONCRETE AT HEAD,SILL OR JAMBS Ye = 3000 PSI MIN, 1 = C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS I'm = 2000 PSI MIN. G a m v o w B _ 4a E,Igr.JAVAD AHMAD •u m n CML 1 3 d FIA PE p 70992 g �x .3538 a • < d- s $ a TYPICAL ANCHORS T*ICM.ANCHORS amplyfus _ O SEE ELEV. w SEE EL.EV. FOR SPACING FOR SPACING aEDGE DIST. Acceptwx0 �.20 dTowing TIO. I 1)ato EDGE DIST. N 2 VIM W11-OrJ H ProdgdC 1 sheet 2 of g V u n 1/4'MAX. o 1/4'MAX. 11 SHIMS 1/4'MAX SHIM 5 O WOOD BUCK SHIM O 18 4A 4 8 12 P TYPICAL ANCHORS 2BY WOOD B 8 0 ° SEE ELEV. TYPICAL ANCHORS __________SCREEN OPT. ________________ o., FOR SPACING S E SEE ELEV. FOR SPACING 1 1/2 O < tt�� p�aa C�a - -- _ - - -- - - ..17/4• e 7 1 EXTERIOR ; SEEELEV�C�� METAL ° FOR SPACING 0 STRUCRIR • D.L.OPG. • • -••• • •• VENT WIDTH • • 0:064 WINDOW WIDTH • ••• • •• 9.9009 (n � • • • 9999 Z � m • ••• m •••••• • • MIAMI-DATE COUNTY 55 O O M • • • • •••• APPROVED MUWON o 0 .� •• ••• • •••••• SEE SEPARATE NOA j 3 31P- m • • TYPICAL ANCHORS z •• ••• • ..:099• SELEV.FOR SPACING ••f•f• 1 I - -- 000000 ------_ 11 1 I II II 1 1 II II gg Y� L---� �1 m $1I $ c v�ro n WINDOW WIDTH WINDOW WIDTH • $o o"�a .AL1 G C 6 0 Ergr.JAVAO AHMAD PI g CIVIL FIA.PE I 7C5923538 c � PRODucryawmw 00*8 /jtLeaBL GPIaAdQ� �%► 9 .g 5 AcayleviceW°"++�`— •��'+�✓ drawiO on Due u ,a, J 1 8 2015 W 1 1-05 sheet 3 of 6 0 _____ ______ ______ �.. EDGE DIST. NEPAL f TYPICAL ANCHORS STRUCTURE Ir �I I SEE ELEV.FOR SPACING I MIAMI-OAOE COUNTY ./-,SEE p APPROVED I MULLION& MULLION ANCHORS Z qp SEE SEPARATE NOA EOGE GIST. i I 0 £rA�q`I J 1 �d s 1 ,:..: ..... d x U d� n O 15 y 1 15 N 1 15 $ V I h � � H ALT. cy 10n<p 0ou it I�� TYPICAL ANCHORS TYPICAL ANCHORS IaL Z d SEE EIEV. SEE ELEV. FOR SPACING FOR SPACING a • • • • • •s• • • •• �j m • • • • • • to *040*0 • 00 690960 • • s U • • z Ef) •••••• • • O oM n • • • • •••• •• ••• •••••• 1/4-MAX • • • • SHINS 15 ALT. � 3 Z o •• ••• • •••••• }J p O d OJ v • •••••sul • • • •• TYPICAL ANCHORS • • • • SEE ELEV. FOR SPACING . TYPICAL ANCHORS 1 1/4' SEE FIFV.FOR SPACING G U > N EEEsss PRODUCT W40613 rornmptylugveltBtLsFlmlida Huilding011do Q/•-.O O AaocptultoNo O N � mDeto /2021 •" ALT. J m�amneW - INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Emma JAVAD n CIVIL PE 0 70592 S . 35 ...... CA 38 M _ � �• I lH 5 P ° draw1n9 no. W 11-05 015 sneet__4 R-6 F+-2.750 ITEM PART 8 @UANTM DESCRIPTION MATERIAL MANP./SUPPLIER/REMARRs �v W 1 E501 4 FRAME HEAD/SILL/JAMB 6083-T6 N .500 2 E302 4 VERA 6083-T6 - 1.3303 FY108 AS REOD. GLAZING BEAD(5/16"LAM-GLASS) A62 3A E505 AS REDD. GLAZING BEAD(INSUL IAM.GLASS) 8083-T6 - r0 38 FY109 AS REOD. GLAZING BEAD(7/16'LAM.GLASS) 8083-T6 - Fg ^� tv 4 FS08_ AS REDO. SNUBBER-YEM,FULL LENGTH 8083-TB - 6 .078 2.821 4A E509 AS REDD. SNUBBER-FRAME,FULL LENGTH 6063-T6 - - -- - Qr 1.893 S E506 OPTIONAL SCREEN FRAME 6063-TS 7 #10 X 1-1/4' AS REDD. FRAME AND VENT ASSEMBLY SCREWS H WH SMS O: 4 8 E203 AS REOD. BULB WEATHERSTRIPPING,DUROMETER 65 SANTOPRENE ULTRAFAB 9 E203 AS REOD. GLAZING BEAD BULB,_DUROMETER 65 SAHTOPRENE ULTRAFAS tJ 10 35.12.00.400 2/VENT 4 BAR HINGE,AT TOP AND BOTTOM STEEL TRUK INSTALLED WITH(2)#10 X 5/8'SOS Q FRAME HEAD/SILL/JAMB 1t 13096.92 1 MULTI POINT LOCK SYSTEM ZAMAK TRUTH _- 12 - 6/VENT KEEPER STEEL W330 13 - 1/VENT RDTO OPERATOR _ zAMAK/sTL TRUTH - -- -- LL 14 PSJ40-SS 2/CORNER FRAME/VENf CORNER KEY ST.STEEL 2.688 15 FY12D AS REDO. FLUSH FRAME ADAPTER 6063-T8 OPTIONAL _ 7� 16 - 3 AND SAG SKATE NYLON M&M PLASTICS 17 #10 X 1-1/4' 2/SKATE FH SDS SKATE SCREWS•• 18 /8 X 3/4' _ AS REOD. FH SMS SNUBBER SCREWS __ _- IN PAIRS 2'APART,PAIRS SPACED AT 7-3/4'O.C.7j1943V .500 769 19 - 2/LRE SETTING BLOCK•3/16'X 3/4'X 4'LONG EPOM OUROMETER 6015 SHORE A- --.DB2 • 2. 13 20 FLB-50 - G1A55 SPACER- 1/8'HIGH SILICONE FRANK LOWE.896 28121 - INSLB..GLASS EDGE SPACER ST.STEEL CARDINAL XL 71s ••�•• 15 SEALANT: • Q FLUSH FRAME ADAPTER ALL JOINTS AND FRAME CONNECTIONS SEALED WITH, •• ••• • ••_ I • • SCHNEE-MOREHEAD SM5504 SEAM SEALER. }w 81 .582 • 000 • •• •••••y 1.750 PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. • � c2 °0 • VENA •••• Tn r • .493 Z 3 O)M OoM � • • • • •••s LOCKS; •• ••• 519 •••••• 1.750 MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' Z 3 U- • • • • AT FRAME JAMB = 3 z •• ••• •••s•• LOCK OPERATOR #24.33.XX.004 AT 8-1/2- FROM SILL o O-t • ••• •• FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. U w 6�• R45 • • 493 LOCK BAR SECURED TO JAMB WITH LOCK GUIDES W�� • • • #33489.00.0001 SPACED AT 12-3/4" O.C. MAX. O •• ••• 009 •• EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS 0 1.(.471• 1.(s7 14 CORNER KEY 1 STAINLESS STEEL KEEPERS #31964.92 AT PENT Q GLAZING BEAD (5/16" LAM. GLASS) EACH FASTENED WITH (2) #10 X15/8" P FH SMS SEE CHART ON SHEET 1 FOR QUANTITIES .245 �Sa 8 og �r.t3o HINGES: s gyp- 780 _x.120 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' PR0D=R8V=D d I 6_z045 I LOCATED AT TOP AND BOTTOM CORNERSYf�wffidmFMlidf —1.255-�I—f FASTENED WITH (2) X10 X 5/8" P PH SELF DRILLING SCREWS B S -0406-0 1.17q Da• �zOz car=n OPERATOR: oryga Q GLAZING BEAD (INSUL. LAM. GLASS) ® SNUBBER - FRAME Ay PIOdid ME- o S m u m SINGLE ARM ROTO OPERATOR #52.13.012 BY 'TRUTH' i LOCATED AT SILL END FASTENED WITH (6) #10 X 1" P PH SMS �I M .3e4 z45 OPERATOR TRACK #30175 AT BOTTOM RAIL Fs9,.JAVAD AHMAD 1� I FASTENED WITH (2) #10 X 1" P PH SMS CIVFIA E e7os92 0 oso 3536 I k � I I� ANTI-SAG SKATES: JI 720 I� VINYL ANTI-SAG SKATES BY 'M&M PLASTICS' drawl 1.047 (2) AT LOCK STILE AT 6-3/4" FROM TOP/BOTTOM RAILS (1) AT BOTTOM RAIL AT 4" FROM LOCK STILE )T 05 38 GLAZING BEAD (7/16" LAM. GLASS) SNUBBER - VENT EACH FASTENED WITH (2) #10 X 1-1/4" P FH SDS. �juC-7t-:-jt=5 -f=6N 1),2015J U O Z 0 P � a. 14 Ll mo r 14 Lj• ••• • •••0 uf :04 • •••+ 00 00•• • 0000• O2 w •.+ • •• >- w • � • ••• •• 9969+ o n 0040000 0 0000 0000•• • 0 • • 000 M 2 •• ••• 60.99• I Z 34 • •• • 9••••6 6 •..• 3 La 99•..6 . 9 VENT CORNER FRAME CORNER cmC�- r.ii m mry'i ^�Y m �o o a� m a m c r Engr.JAVAD AMMAD •.1 0 CML I s FlA PE 70542 3 PRODUCfRUMED Ac NO 5-0�1-odi10 um 1Po2AL � Browingno. JU Z 2015 W1 1-05 1l sheet 6 of g t tP M DC1 y 151 AV MIAMI-DARE M I—DADECOUNTY NTROL SECTION DEPARTMENT OF REGULA OMIC OURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINI T ION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami--Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series "Eco-Guard 550" Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W11-10, titled "S-550 Aluminum Fixed Window (L.M.I.)", sheets 1 through 6 of 6,dated 02/28/11,with revision D dated 06/23/15,prepared by AI-Farooq Corporation, signed and sealed by Jayad Ahmad,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A•copy of jhisentire•NOA shall be provided to the user by the manufacturer or its distributors and shall be i;YAW1q fqr iyYspegtion at the job site at the request of the Building Official. This NOA revises%nd t4n,dwl 1150.1 W 13%- 206.08 and consists of this page 1 and evidence pages E-1 and E-2,as well as app'roval'docuMent'me$ti8ndd above. The submitted documentation was reviewed by Manuel Perez,P.E. • • NOA No.15-0406.11 MIAMI-DADS C' '.' :' ' :' Expiration Date: May 05,2021 �12b j15 Approval Date: July a2,2015 .•• • • • •• • • Pagel T Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0309.07) 2. Drawing No. W11-10, titled "S-550 Aluminum Fixed Window (L.M.I.)", sheets 1 through 6 of 6,dated 02/28/11,with revision D 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 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Hurricane Engineering and Testing,Inc.,Test Report No. HETI-10-3145,dated 12/29/10,signed and sealed by Candido F.Font,P.E. (Submitted under NOA No. 11-0309.07) 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 an aluminum fixed window,prepared by Hurricane Engineering and Testing,Inc.,Test Reports No. HETI-10-3146,HETI-10-3147 and HETI-10-3149,all dated 12/29/10,signed and sealed by Candido F.Font,P.E. (Submitted under NOA No.I1-0309.07) 3. Test reports-on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked—up,drawings and installation diagram of an aluminum fixed window,prepared by Hurricane Engineering and Testing,Inc.,Test Report No. HETI-10-3148,dated 12/29/10,signed and seated by Candido F.Font,P.E. (Submitted under NOA No. 11-0309.07) C. CALCULATIONS L Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), prepared by Al-Farooq Corporation, dated 03/27/15 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) .. ... . . . . . .. .. . . . . ••. .. ... .. . . . •• Manue a ez,P.E. • '•• "' '•' "' Product Conti 1 xaminer • • ' • NOA No.15-0406.11 •• '• •• Expiration Date: May 05,2021 Approval Date: July 02,2015 E-1 • • • •••• • • • • • . • • . • . •• •• . • . •• .. ••. . . • ••. • . z Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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-51h 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 Reports No.HETI-10-3145,HETI-10-3146, HETI-103147,HETI-10-3148 and HETI-10.3149,all issued by Hunicane Engineering and Testing,Inc., dated 12/29/10,signed and sealed by Candido F.Font, P.E. (Submitted under NOA No. 11.0309.07) G. OTHERS 1. Notice of Acceptance No. 13-0206.08, issued to Eco Window Systems, LLC for their Series "Eco-Guard 550" Aluminum Fixed Window - L.M.I., approved on 05/02/13 and expiring on 05/05/16. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. Ma uelP re P.E. ••• ••• ••• •.•• Product Contro miner . NOA No.15-0406.11 ' •' Expiration Date: May 05 2021 Approval Date: July 02,2015 E-2 .•. . . . . ••• . . . . • • • • . • . . . •• ••• ..• • •. •. •.. . ••• . • WINDOW WIDTH FALSE MUNTINS D.L.OPG. Z $ (SURFACE APPLIED) m MAY BE USED 3 � THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. Q o SHUTTERS ARE NOT REQUIRED. dpi C' 0: ••• ; ; ECO—GUARD SERIES-550 v c • • •�• - �•---' ALUMINUM FIXED WINDOW -- --- C Q Q • • 4 • • i� DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER C • ••• ••• • i� i' CHARTS SHOWN ON SHEETS 2. 1% • o • __ _ _______ APPROVAL APPLIES TO SINGLE UMTS OR SIDE BY SIDE Nal.Z1 $ COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER j 0 • ••• c • •• • d �I m WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING ••• •••• 00. g•0 �i o MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. • • it •- I� LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL ,,yy,� IL,� WILL APPLY TO ENTIRE SYSTEM. - 0000 - Y---- __-Y' 000• ••1 0 I U o • • • •li•• • 00 0 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 0 • 0 ••i• REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 0 •0 0 0 • HURRICANE ZONE(HVHZ). z ••••• WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER 3',W • 0 • • GG , LOADS TO THE STRUCTURE • • • 0 ••0 0 • • 0 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS %' w- e W " 0 0 0 0 0• 101/2- EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. U` r 0 0 MAX. Ik-dl--6MA7t. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE g 3 e%1 N S LL CORNERS NOT PART OF THIS APPROVAL z Q 0— .m A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. Z TYPICAL ELEVATION ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON-COMPRESSIBLE. �S MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT 0 O:d_j COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 2 w J REQUIREMENTS OF THE FLORIDA BUILDING CODE. W;;m I" 1/8'TEMP.GLASS O 3/8'AIR SPACE 1/8'HEAT STREN'0.GLASS 1/8'HEAT STREN'D. GLASS 3/16'HEAT STREWD. GLASS 090'Interlayer 090'Interloyer 090'Interloyer yr$ DuPont Butccite PVB - DuPont Bulccite PVB DuPont Butocite PVB o By'Kurcroy Americo, Inc.' By'Kumray America, Inc.' By 'Kuraray Amerim,Inc.' c o 12 q�q 1/8'HEAT SIREN-0. GLASS 1/8'HEAT STRENb.GLASS 3/16'HEAT STREN'D. GLASS PRODUCT RBVtS® y 8 Ih6mFlorida o SILICONE SIUCONE SILICONE /•w/1 DOW CORNING 899 DOW CORNING 899 DOW CORNING 899 cr -a-■ 2E m Data m o B 5 m U JA 5 I" 9 P4odIW ° 0 2 a SETTING BLOCKS AT a m u 1 IAM. G1A55 AND IWSUL IAM.GLASS C� 7 NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS o Ener:JAVAD AHMAD '� s O O FIA PES 70592 AT 1/4 POINTS ON LITES to AT 1/4 POINTS CAN. 9 WIDER THAN 36'ONLY 9 ALL SIZES 9 1410".THAN J6'ONLY `J 201 � � W U C —� drawing na. GLASS TYPE 'A' GLASS TYPE 'AA' GLASS TYPE 'H' W11-10 GLAZING OPTIONS sheet 1 of 6 DESIGN LOAD CAPACrrY-PSP DESIGN LOAD CAPACITY-PSF v WINDOW DINS. GLASS TYPE'A' GLASS TYPE'AA' GLASS TYPE'D' WINDOW DIMS. GIASS TYPE'A' GIASS TYPE'AA' GLASS TYPE'D' W ro WIDTH(W)LENGTH(L) EXL(+) INT.(-) EXL(+) 1NL(-) EXT.(+) INT.(-) WIDTH(W)LENGTH(L) EXT.(+) INT.(-) EXr.(+) 1M.(-) EXT.(+) 1M.(-) 30" 70.0 75.0 70.0 75.0 70.0 75.0 26-1/2" 70.0 75.0 70.0 75.0 _70.0 75.0 36" 70.0 75.0 70.0 75.0 70.0 75.0 32" 70.0 75.0 _ 70.0 75.0 70.0 75.0 tt � 42" _81.7 88.1 70.0 75.0 _ 70.0 75.0 37" 70.0 75.0 70.0 75.0 70.0 75.0 L d� 48' 48' 54.0 57.8 70A 75.0 70.0 75.0 42" _ 81.7 66.1 70.0 75.0 70.0 75.0 9L 0 54' 54.0 57.8 70.0 75.0 70.0 75.0 46' -5/8 54.0 57.8 70.0 75.0 70.0 75.0 60" - - 70.0 75.0 70.0 _75.0 53-1/8" 51.2 54.8 70.0 75.0 70.0 75.0 68' F - - 70A 75.0 70.0 75.0 58' - - 1 70.0 75.0 70.0 75.0 30" •7e.0 75.0 70.0 75.0 -70.0 75.0 60' - - 70.0 75.0 70.0 75.0 • 36"• •• 78.0 75.4 49W 75.0 70.0 75.0 63" - - 70.0 75.0 70.0 75.0 ••4Z 61.7 66.* 7o.d6 no _ _ 740 ___75.0 26-1/2" 70.0 75.0 70.0 75.0 70.0 75.0 ��: 0 <60 48" 540• 0*4 57.8 70.0 75.0 70.0 75.0 32' 70.0 75.0 70.0 75.0 70.0 75.0 WIDTH AND LENGTH DIMENSIONS CAN 13E ORIENTED • ••R.• • -• -0 ggg• 73.8 68.9 73.8 37" 70.0 75.0 70.0 j 75.0 70.0 _ 75.0 _ VERTICALLY OR HORIZONTALLY AS SHOWN ASM. LL • 60" - -00 16bs@ 73.6 68.9 73.8 42" 61.7 66.1 70.0 75.0 70.0 75.0 • -6z*- - - 9 73.8 68.9 73.8 48' 63' - - - 70.0 _75.0 70.0 75.0 Q Z q 30' 9 70.46 75.11♦ •70.0 75.0 70.0 75.0 53-1/8" - - 70.0 75.0 70.0 75.0 tY N • •��'• • •7�.0 75.d •*AP 75.0 70.0 75.0 56" - - _ 66.4 71.1 66.4 71.1 ••4!0 61.46 66.1 ••WOO__ 75.0 70.0 75.0 60" - - 62.0 66.4 62.0 66.4 n • 40, 60• _._.-•__ __ -f� 75.0 70.0 75.0 63' - - _ - 59.0 63.2 59.0 63.2 • •911"• - - 68.9 73.8 68.9 73.8 26-1/2" 70.0 75.0 70.0 75.0 70.0 75.0 v • �"• - - 66.4 62.0 66.4 32' 70.0 75.0 70.0 _ 75.0 70.0 75.0 0O • ••Bs'• -• -00 46/t• 66.4 62.0 66.4 37" 70.0 75.0_ 70.0 75.0 70.0 75.0 • 30' • 75. 0 75.0 70.0 75.0 42" 76' - _ _ 70.0 75.0 70_.0 75.0 (�" 36' 70.0 75.41 • 70.01 75.0 70.0 75.0 48" _ - - 70.0 75.0 70.0 75.0 w }W • •41'• 66•• 66.1 •. 70. 75.0 70.0 75.0 53-1/8" - - 70.0 75.0 70.0 75.0 x (n N 00 48" • -•^ - 70.0 75.0 _ 70.0 75.0 26-1/2' 70.0 75.0 70.0 75.0 70.0 75.0 3�M 54' - - 68.9 73.8 68.9 73.8 32" 70.0 75.0 _70.0 75.0 70.0 75.0 60' - 62.0 66.4 62.0 66.4 37" 1. - - 70.0 75.0 70.0 75.0 � _Z 30" 70.0 75.0 70.0_ 75.0 70.0 75.0 42' -_ - 70.0 75.0 70.0 75.0 36" 70.0 75.0 70.0 75.0 70.0 75.0 48' - - 70.0 75.0 70.0 75.0 Io O 42" 72" - - -_-70.0 75.0 70.0 75.0 26-1/2" 70.0 75.0 70.0 75.0 70.0 75.0 U^w J 48' - - 70.0 75.0 70.0 75.0 32" 70.0 75.0 70.0 75.0 70.0 75.0 to W 54" - - 68.9 73.8 68.9 73.8 J7' 84' - - 70.0 75.0 70.0 75.0 30" 70.0 75.0 70.0 75.0 70.0 75.0 42' - - 70.0 75.0 70.0 75.0 36" 78, 70.0 75.0 70.0 75.0 70.0 75.0 48' - - 70.0 75.0 70.0 75.0 az" - Tao 75.6 70.0 15.0 26-1/2" 70.0 75.0 70.0 lso Tao lsoi 48' - - 70.0 75.0 70.0 75.0 32 90, - - 70.0 75.0 70.0 75.0 O °Ptl 30° 70.0 75.0 70.0 75.0 70.0 75.0 37' - - 70.0 75.0 70.0 75.0 �• 84' - - 70.0 75.0 70.0 75.0 42' - - 70.0 75.0 740 75.0 3 42" - - 740 75.0 70.0 75.0 26-1/2" 70.0 75.0 70.0 75.0 70.0 75.0 48" - - 70.0 75.0 7000 75.0 32" - - 70.0 75.0 Tao 75.0 comppAOC'ULI'RSVI$Iifl ' �IItOmFlaide 30' 70.0 751 701 75.0 70.0 75.0 37" 96' - - 70.0 75.0 70.0 75.0 g ft CQ14 G b"/i 36' 90" - - 70.0 75.0 70.0 75.0 42' - - 70.0 75.0 70.0 75.0 AMWepgtlCaD 7 �pZ1 o 42' - - - 70.0 75.0 70.0 75.0 30° - - 740 75.070.0 75.0 �o5up o<m u o 36' 96 - - 70.0 75.0 70.0 75.0 � 42" NOTE: Eagr. KVAD AHOAD m •1 GLASS CAPACITIES ON THIS SHEET ARE IRA PEEeL 70522 g BASED ON ASTM E1300-09 (3 SEC. GUSTS). CAN.35M k draw(ng no. 3!1 3 2015 W 11-10 sheet 2 of 6 i TYPICAL ANCHORS O ley SEE ELEV. WOOD BUCK FOR SPACING I iObl OIST. T+ o METAL STRUCTURE MIAMI-DADE COUNTY APPROVED m n d " EDGE ' EDGE DIST. MULLION&MULLION ANCHORS a Z 3 a d SEE SEPARATE NOA iv ' Fn rO EDGE DIST. a r I NO GG Y f`CCWSI U ji •• r • • •• TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS t • ••• • •• �I ' •• 2 E ELEV. SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING FOR SPACING ••• • • _ N 400.0• " • J m 0 • • • -- TYPICAL ANCHORS: SEE ELEV.FOR SPACING • 000 WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. N • • •• MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/_4" DIA ULTRACON BY 'ELCO' (Fu-177 KSI.Fy=155 KSf) • ••• • •• AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES z W 4444•• • • • 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) � I- •In • o THRU 1BY BUCKS INTO CONC. OR MASONRY X • •• �+ • •• 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) Sn n •• o • W •- _ 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) z O oM H DIRECTLY INTO CONC. OR MASONRY o W d 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) Z 3,L 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 0� 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) I ,I INTO METAL STRUCTURES I, �I STEEL : 1/8"THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 2 SMS OR SELF DRILLING SCREWS (GRACE 2 CRs) INTO MIAMI-DADE COUNTY APPROVED MULUONS (MIN. THK. = 1/8`) `0- R 2 (NO SHIM SPACE) r 0 tgY TYPICAL EDGE DISTANCE m a WoaD INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. © 1 INTO METAL STRUCTURE = 3/4" MIN. cfm �$ WOOD AT HEAD, SILL OR JAMBS SO 0.55 MIN. m CONCRETE AT HEAD,SILL OR JAMBS f'c = 3000 PSI MW. O 5 ' C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS fm 2000 PSI MIN. Engr.JAVAD AHMAD 'o P do n 4 FLA PEL 70592 c CAN. 39 . ...4 " PRODUCFRBVNIED A e TYPICAL ANCHORS v P v v 1 TYPICAL ANCHORSA� � �� SEE ELEV. SEE ELEV. Aoce -NO "� / drawing Do. FOR SPACING FOR SPAGNG _ qq I_ ^ EDGE DIST. _I EDGE DIST. By JUN $LDt5 [Wil-10] ml PradW sheet gof 6 O O 1/4'MAX. j 1/4'MAX. O SHIMS 1/4'MAX. Z SHIM WO SHIM F WOOD BUCK 1 TYPICAL ANCHORS 4 2 TYPICAL ANCHORS / s F� �� 7.0///��'''SEE ELEV. U ILA �e FOR SPACING 1 1/2" • w _ m 0 � 4 mr- • . �'1 LL4 z • • .�-�— til+ IE . .... .• .. TYPICAL ANCHORS b f •.•• M�•� • •• • s EXTERIOR s v EE E5 AOING —� • • STRUCTURE D.L.OPG. • ••.• • • •••• WINDOW WIDTH • •.•• • •..•.. Z �2 •.•.•• �y W n LO •••.•• IIS--� • • 3r mM W O or) MIAMI-CADE COUNTY z APPROVED MULLION ] Z 4 SEE SEPARATE NOA TYPICAL ANCHORS 3 SEE ELEV.FOR SPACING o 3 Z n u1 `1 " �^Wa JR I nI/4- Lo to L11 d) -__-- _ _-=- --= o $ 19 vnonucrllewseo '�$� uc mmplyiug wllh Wa Mlwt�t EXTERIOR BaildingcQ& G .11il_06 AA WINQOW WIDTH WINDOW WIDTH Awepiw O .7 VT�OZ w O• ^'w Cob" o O Enar JAVAD AHMADCIVIL •o g FLA PE i 70.592 CAN. J � drawing no. W11-10 lV� 2 3 2015 sheet 4 of 6 o EDGE DIST. METAL STRUCTURE EDGE o TYPICAL ANCHORS DIST. MWMI-RADE COUNTY APPROVED :. e D SEE ELEV.FOR SPACING MULLION&MULLION ANCHORS 3 L SEE SEPARATE NOA EDGE 0^. 01ST. _ QQ�a a I E71=- ao OAu • 0000 • • • QD 0000•• ��;� • 0000 • • • e � • • • •a I .... . .. .. .. TYPICAL ANCHORS I TYPICAL ANCHORS a b f • • • • SEE ELEV. SEE ELEV. •••• • •• •••••• FOR SPACING FOR SPACING -� •000 • 0000 0000•• • • � • • • • 0000 J .J_1 it • • • 0000•• O N • • 0000 • •••••e z 0.000• • • • I Ld • 0000 • • • x w� 0000•• r • • 3.M F D Oona. 1/4'MAX. SHIMS ALT. TYPICAL ANCHORS R O f M SEE ELEV,FOR SPACING y W rn L e TYPICAL ANCHORS _ SEE ELEV.FOR SPACING o 4 PRoon r z DaDd(>sO•W 06 gwceoNo ® Dato oo�oam ALT. >A <m N INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER E.9,JAVAD AHMAD �' o CIVIL 6 n PLA PE 70592 �+ �. .. ..... CAN. o Us b v P > jJU /3 2015drow,nq no. EDGE DIST.^ > w� sheet g of 6 3.001 MW PART 0 QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARXS V U Imo--2.750 1 E503 4 FRAME HFAD/9LL/JAMB 6063-T6 - 2 E504 4 SNAP COVER 8083-T6 I SS 3 FYt09 AS READ. GLAZING SF40(7/18'LAM.GLASS) 6063-T6 - Z 3A E505 AS READ. GLAZING BEAD(INSUL LAM.GLASS)_ 6063-TG - C rq 3B FY108 AS REOD. GLAZING BEAD(5/16'LAM.CLASS) 6083-T6 J.094 4 ®10% 1-1/4' 3/CORNER ASSEMBLY SCREWS _ .062 2.578 5 E203 AS READ. GLAZING BEAD BULB,DUROMEfER 65 _ SANTOPREIS ULTRAFAB e U TYP. 6 PSJ40-SS 2/CORNER FRAME CORNER KEY ST.STEEL - fSh Fu 7 FLB-50 - CLASS SPACER- 1/8'HIGH SILICONE FRANK LOWE 8 FY120 AS REQD. FLUSH FRAME ADAPTER 6083-T8 OPNONAI _ 8 * • 9 - AS REGD. SETONG BLOCK,3/16'%3/4'%4'LONG EPDM DUROMEIER 8015 SFbRE A VV • ••' ti "o. : •••• 10 - - INSUL GLASS EDGE SPACER ST.STEEL CARDINAL XL Q' Q Q 0000 • • 004. 1.e�1 • • • SEALANT: gyp!m o FRAME HiAO/SILL/JAMBi••••• ALL JOINTS AND FRAME CONNECTIONS SEALED WITH Z A SCHNEE-MOREHEAD SM5504 SEAM SEALER. Q a l l • 0000 • •• •• •• 0000 • 00000• 0000 • ��••••• 6 v J • • • 0000 • ••••• J 1 • .287 0000•• 3 • p N • 0000• • •0.000z g 000000 !MAP CdIER • 0000 • 0000 • • • / x IK 00 0000•• E:F*39yn 4 Z O OM T-- .J 050 / / I I 01O 'I Ln O 1.047 Q GLAZING BEAD (7/16" LAM. GLASS) I o � I I 2.688 , IT -y p-130 ( 8 II 12 �— .045 .500 .002 89 I c p5 s 2.611 1.172 �� i gYO16RedaNo ®GLAZING BEAD (INSUL. LAM. GLASS) Q FLUSH FRAME ADAPTER i Arnp1�D BY m eo"io 1.750 00VOL Cam°m 519 0 T__� .493 ^ Engr JAVAD AHMAD a P_ • .045 1.750 FIA.PE CIVIL 70582 CA.N. .gi ig't 1.047 / 0 9 " .493 / � 1 u��5 drawing no FRAME CORNER am } W11-10 3B GLAZING BEAD (5/16' LAM. GLASS) Q CORNER KEY sheet g of g µ AdW =PROD NOMIAMI•DADE BY: E couNTY,FLORIDA CONTROL SECTION DEPARTMENT OF REGUL NOMI ESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODEADAnM T N DIVISION T(786)315-2590 F(786)315-2$99 NOTICE OF ACCEPTANCE (NOA) wynY.miamidade,gov/ecoaomx Eco Window Systems,LLC 9114 NW 106 Street Miami,Fl.33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(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 Clipped"Aluminum Tube Mullion-L.M.I. APPROVAL DOCUMENT: Drawing No. M14-01, Series titled "AIuminum 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 seated by Javad Ahmad,P. E., bearing the Miami-Dade County Product Control Section Approval stamp with the Notice of Acceptance number and Approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless 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 availab r1AVtptipn ftt4hg job site at the request of the Building Official. This NOA consists of this page 1 jund e0dedue#a&sN41%ad E-2,as well as approval document mentioned above. .. .... 1,.: ... . . . . ... • The submitted documentation was reviewed by Jaime D.Gascon,P.E. . ... . .... ... ... 0 NOA No. 14-0529.16 MIAMFDADE COUNTY ••: • • • • • • Expiration Date: October 23,2019 • •' i Approval Date: October 23,2014 ... . . . . ... . . Page 1 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 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-0821660, 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 AI Farooq Corporation, dated 05/05/14, signed and sealed by Javad Ahmad,P.E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). .E. MATERIAL CERTIFjCA`)rj0T1$ 1. None. Jaime D.Gascon,P.E. 0:0 ... 0:0 0:0 Prodtict Control Section Supervisor • • • NOA No. 14--052916 • •• • • •• •• •• Expiration Date: October 23,2019 000 •• Approval Date: October 23,2014 E-1 . . . . . . . . . . . •• •• 00 . •• •• ... . . . ... . . Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with FBC 2010 and FBC 5t' Edition (2014), issued by AI Farooq Corporation, dated 05/23/14,signed and sealed by Javad Ahmad,P. E. 2. Department of State Certification of Eco Window Systems,LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 03/21/13 and signed by Kurt S.Browning, Secretary of State. 3. Laboratory compliance letter -for Test Reports No.'s HETI. 08-2192A, HETI-08-2192B, HETI-08-2166A and HETI-08-2166C, 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. Jaime D.Gascon,E ••• ••• ••• ••• Product Control Section Supervisor • • • NOA No.14-0529.16 •; ;• ••• ;• • ;• ;. Expiration Date: October 23,2019 ••• • • Approval Date: October 23,2014 E-2 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . 0 •.. 0 0 --------- --------- z U ui. .7aa p 3 ,-A 4.000 PRODUCT O lis �11 .il' --7I'-1r-=__I I ,I.d._GLAZING $G 1` pGjJ'�J � ' f1 WINDOW FRAME ilo o I [Kul �Z --zs---� --;I 6.000 II 000 0 :*&**: • • • 3.000 4.000 C) o • • • • • In s 0000•• Z •• ••• TUBULAR SHAPES • MULUON SYSTEM IS RAPED FOR FARCE MISSILE IMPACT. 2.000 ALLOY- 6063-T6 V1 AND CANN,BE USED WITR AM-OMRAMI-DARE COUNTY APPROVED J t IMPACT AND NON-IMPACT RESISTANT PRODUCTS. 00 Joe&*• ••• • 09 000.96 m •• �•• RECTANGULBR AL00 UMI ILMJURE MULLIONS MULLIONS CONTAINING TYPICAL GLAZING PRODUrTS rn • • usmmnIlu m PRt)0g= ONLY HORIZONTAL OR VERTICAL 03 0 •• ••• SEE WINDOW OR ODOR APPROVAL FOR FASTENERS SIZES AND SPACING a • 9 NOTES. •9 9 9•• Z Z 3 THIS PRODUCT HAS BEEN DESM SED AND TESTED TO COMPLY WITH THE •: ••• HREQUIREMENM Or,11RR��r, OR""WO CODE INCLUDING HIGH VELOCITY j 3 z gT Ov ALL GORING PREDUCTS UD ESE MULLIONS MUST MEET THE V W 009000 APPLICABLE BUI O CODE QUI ENTS I.E:WIND LOAD. WATER W OI INFlI.TRATION, ENTRY R&STAN SAFEGUARDS ETC. O WOOD E•1p6 BY•OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,EMBEDMENT TO BASE MATERIAI.SHALL BE BEYOND WALL CGVmING(STUCCO,TILE ETC.). ANCHORING COMMONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL p A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WIND WILY. UMMA S INCLUDING BUT NOT UNITED TO STEELJMETAL SCREWS,THAT DOME IMO p CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOIRREMEMS OF THE FLORIDA&.OG.CODE. INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS p m STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 c FORPARTICULAR OPENING. O STEP 2 USE MIAMI-OADE COUNTY APPROVED GLAZING PRODUCTS ._ MEETING ABOVE LOAD REQUIREMENTS Ear.JAVAO AHMUN STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT CIVILAPPROVAL FTA PE J 70662 USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH CAN,X538 �•, STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED Apnmvd--vjAy&gv¢S*c yyII R IN STEP 1 ABOVE. Plmidn Rulhu lAao O *�A�r 0 USING ANCHOR TYPES ON SHEETS 5 TITH 9 AND ANCHOR CHARTS NUA9 _._ rlMi -. drowing no. STEP 5 ON SHEET 4.SELECT ANCHOR TYPE YAIH DESIGN RATING N *1 a 1'• .�ryxpn, C� MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. 07 ` M 14-01 fly - t� - sheet I of 9 -�j 1.000 125 .375 1.000 �2.000 �.125 �2.000 �.125 .250 4"u 1A00 125 1.000z % .125 .375 .125 .125 4.000 '1% 4.000 w kA° g 4.000 CY 3.000 -.125 3.000 6.000 6.000 $ 1` I-H .375 .375 .125 .250 6 Ix = .9502 N\4 Ix =2.0374 w\4 Ix= 1-3M w\4 Ix=3.1878 01\4 Ix 2.9762 INV Oj Sx a .6335 IN\3 Sx= 1.0187 1N\3 Sx - 1.0254 w\3 Sx= 1.5939 Ix\3 Sx= 1.4881 tN\3 IL IL b y 1 X 3 •• 1 X 4 1 X 3 1 X 4 2 X 4 aQ STDM • SOON CUSTOM MULLION CUSTOM MULLION M. MULLION —' •• • 6063-TR• • -T8 • 6063-76 6063-T6 8083-T6 U o •• ••• • ••• • • Ix -8.2757 INV Ix = 15.2031 IN\4 Z 1 • • • • Sx = 2.7586 01\3 Sx =5.0677 W\3 p • 00.000 J • 2 X 6 •• ••• • •• •• •• 2 X 6 • • • • • STD. MULLION HEAVY MULLION g �q� • •0• • •• •0000• 6063-TS w 0 • 6063-TB W • ••• • 0000 � u~i� 0000•• • • h • • • • 0000 00N1 •• •0• j a� • • • •0000• Z Z 000000 • •000•• 3 • •000•• �� Ld • • • •• O • • ••• W rn� 0000• • • .718 I � c 125 2.125 126 2125 .725 TIP. TYP. A$4nmdnvwm4lgLlgtliWOrc r'eolt�ODilri 2.4 k- 5.500 —H tom----5.500 Tff bi 2.000 0 0 N NOTCH NOTCH Asa OPTIONAL 1/2. OPTIONN. 1/2- O MW. MIN. + . CIVL FIA.PE 1/2 CAN.J838 $ g 1/2- MINA o MIN.' �� MIN. O MAY 1,112014 drewing no. ANGLE CLIP MULLION CLIP MULLION CLIP M14-01 6063-T6 6083-T6 8063-T6 sheet 2 Of 0 DESIGN LOAD CAPACITY-PEP(TUBE MULLIONS) DESIGN LOAD CAPACITY-PSP(TUBE MULLIONS) DESIGN LOAD CAPACITY- PSP(TUBE MULLIONS) �`J3 WINDOW DIME. 1X3 1 X 4 1 X3 1 X4 2 X 4 2 X 6 2 X 6 WINDOW DIMS. 1 X3 1 X4 1 X3 1 X4 2 X 4 2 X 6 2 X 6 WINDOW DIMS. 1 X3 1 X4 1 X3 1 X 4 2 X 4 2 X 6 2 X 6 o WIDTH M MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY 810TH(W)MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY YfIDTH(W)MULL SpANJ STD. STD. CUSTOM CUSTOM STD. STD. HEAVY 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 74.6 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' - - - 59.3 55.3 _ 120.0 120.0 Z g 28-1/2' 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' - - - 42.8 39.9 111.0 120.0 F k z 30' 120.0 120.0 120.0 120.0 120A 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 .eq 37" 12U 120.0 120.0 120.0 120.0 120.0 120.0 37" 38.5 82.0 62.4 120.0 120.0 120.0 120.0 37" - - - 30.6 28.6 79.5 120.0 42" 120.0 120.0 120.0 120.0 120.0 120.0 1204 42' 33.9 72.8 554 113.9 106.4 120.0 120.0 42' - - - 27.0 252 70.1 120.0 48" 38-3/8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48" 74-1/4' 29.7 63.7 48.1 99.7 93.1 120.0 120.0 48" 120' - - - 23.6_ 22.0_ 61.3 112.6 54 120.0 120.0 120.0 120.0 120.0 120.0 120.0 54' rl- 86.6 42.7 88.6 827 120.0 120.0 54' - - - 21.0 - 545 100.1 .d 89' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 80" 51.0 385 79.7 74.4 120.0 120.0 80' - - - - - 494 90.1 86' 1125 120.0 120.0 120.0 120.0 120.0 120.0 88' 48.3 35.0 72.5 67.7 120.0 120.0 88' - - - - - 44.6 81.9 a1032 120.0 120.0 120.0 120.0 120.0 120.0 7Y42.5 32.1 66.5 62.0 120.0 120.0 72' - - - - - 40.9 75.1 'Q O 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 51.5 110.4 83.4 _ 120.0 12_0.0 120.0__ 120.0 19-1/8' - - - 44441.6 115.6 120.0 ca a 26-1/2120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' 372 79.7 60.2 1204 118.4 1 120.0 120.0 26-1/2' - - - 32.1 304 83.4 120.0 30' 12010 120.0 120.0 120.0 120.0 120.0 120.0 30' 32.8 70.4 53.1 110.2 102.8 120.0 120.0 30' - - - 28.4 265 73.7 120.0 J�z 37' 120.0 120.0 1 120.0 120.0 120.0 120.0 120.0 3T 26.6 57.1 43.1 89.3 83.4 120.0 120.0 37" - - - 23.0 215 59.8 109.8 W N F 42' • OA 120.0 120.0 120.0 120.0 12MO 120.0 42' 23.4 50.3 38.0 78.7 735 120.0 120.0 42' - - - 20.3 - 52.6 96.7 41 d r 48' °• 129.0 120.0 _j . 120.0 120.0 12MO 120.0 48' 84' 20.5 _44.0_ 332 88.8 64.3 _120.0 120.0_ 48• 132" - - - _ - - 46.1 84.8 •• • ••• 149 120.0 620.0 120.0 120.0 120.0 120.0 54" - 39.1 295 61.2 57.1 120.0 120.0 54' - - - - - 40.9 75.2 C1 a • �" 109.3 120.0 120.0 120.0 120.0 120.0 120.0 80' - 35.2 28.8 55.1 51.4 112.8 120.0 80' - - - - 38.8 87.7 •• •�• ••• 'Ii0 120. 120.0 120.0 120.0 120.0 120.0 88" - 32.0 24.2 50.1 46.7 102.4 120.0 68' - - - - 335 61.5 Z • 72' 86.1 120.# 120.0 120.0 120.0 120.0 72' - 29.3 22.1 45.9 1 429 939 120.0 72' - - - - - 30.7 1 56.4 O (n 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 34.5 74.0 55.8 115.8 108.1 120.0 120.0 1 19-1/8" - - - 34.3 32.0 89.0 120.0 -1 •• 7e/2' • f10.0 120.0 120.0 120.0 120.0 120.0 28-1/Y 249 514 40.3 835 78.0 120.0 120.0 28-1/2' - - - 24.8 23.1 64.3 118.0 • ••-•• ••• •0 120.4 v&-b 120.0 120.0 120.0 120.0 30° 22.0 47.2 35.6 739 889 120.0 120.0 30' - - - 219 20.4 58.8 104.3 W w • 0 37" 115.3 120.0 120.0 120.0 120.0 120.0 120.0 37" - 382 28.9 599 55.9 120.0 120.0 37' - - - - 46.0 845 m 1b • ••41• i•i 6 120.4 120.0 120.0 120.0 120.0 1204 1. -317 25.4 52.7 492 120.0 120.0 42' - _-_ - - - 40.5 745 1-- 3: M pO1; • 4W 50-5�" BW 120.0 }1#S 120.0 120.0 120.0_ 120.0 48' 98" - 29.5 22.3 46.1 43.1 1079 120.0 48' 144" - - - - 35.5 65.2 0 O M 4J `• •• • 79.0 120. iRi4 120.0 120.0 120.0 120.0 54' - 26.2 - 414 38.3 959 120.0 54' - - - - - 315 579 Z Z^!i 60' 71.1 114.5 145.2 120.0 120.0 120.0 120.0 1 60' - 23.6 - 1 36.9 34.4 88.2 120.0 60" - - - - - 28.4 52.1 Z •: •06e' •i• 4 104.1 IRK 120.0 120.0 120.0 120.0 66' - 21.4 - 335 31.3 78.4 120.0 66' - - - - - 25.8 47.4 J 0 72' • 592 95.40 9�0 120.o 120.0 120.0 120.0 72' - - - 30.7 28.7 71.8 120.0 72" - - - - - 23.7 43.4 Q (��w 0 19-18" 120 120._0 120.0 120.0 120.0 120.0_ 120.0 19-1/8' - - - 81.3 75.9 120.0 120.0 W�� •• SB 1/Y 0•9.11801 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" - - - 58.7 549 120.0 120.0 O_ ARCH HORIZONTAL TO BE INSCRIBED HORIZONTAL MUL ION 30' 77 120.0 120.0 124.0 120.0 120.0 120.0 30" - - - 51.8 48.4 120.0 120.0 NSIDE RECTANGULAR STUPE 37' 63.1 119.9 102.1 120.0 120.0 120.0 1204 37° - - - _42.0 392 109.1 120.0 42' 55.6 105.6 80.0 120.0 120.0 12_0.0 120.0 42' - - - 37.0 34.6 96.1 120.0 ING 48' 83' 48.8 92.4 78.7 120.0 1211.0 120.0 120.0 48' 108• - - - 32.4 30.2 84.1 120.0 i� PRC13UCT 3 VERDCAL c 54' 43.2 82.2 70.0 120.0 120.0 120.0 120.0 54' - - - 28.8 269 74.7 120.0 MULLION p 80' 389719 83.0 115.7 108.0 120.0 120.0 80" - - - 25.9 24.2 67.3 120.0 z 88' 35.4 87.2 57.3 105.1 98.2 120.0 120M 88" - - - 218 22.0 61.2 112.3 CIA7ING GLAZING 3 ted' tai 72" 32.4 81.6 529 96.4 90.0 120.0 120.0 72" - - - 21.6 242 50.1 103.0 PRODUCT PRODUCT 9 Qr1 GLAZING GLAZING - ALL LOADS ARE EXT.(+)/INT.(-). PRODUCT PRODUCT c m c o NOTE: tYt Y12 MULLION SPANgI o MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED o VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) E nnvA9 AHMAa b TYPICAL MULLION ARRANGEMENTS CML {��Nn�n FLA. C N$538 92 �. Plana D>kM '1YB'u1Teo W1 2 Y12 g . Me NOAr1 2 3 94 drawing na. MULLIONS " '`' r M14-01 Y-- (Sheet 3 of 9 DESIGN LOAD CAPACITY-PSP DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY-PSB V WINDOW DIMS. ANCHORS TYPE WINDOW Dw. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE YAOTH(W)MULL SPAN A2 A4 AB 112 114s 114b WIDTH(W)IMULL SPAN A2 A4 I AS B2 134a Bob YADIH(W)MULL SPAN 102 104 AS B2 114a Bob vl 19-I/e" 120.0 120.0 120,0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 101.4 120.0 120.0 19-1/8" 97.9_ 120.0 120.0 62.7 90.4 120.0 Z f 28-I/2' 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 114.2 120.0 120.0 73.2 105.4 120.0 26-1/2' 70.6 120.0 120.0 45.3 85.2 90.6 io 30" 120.0 120.0 _ 120.0 120.0 120.0 120.0 30• 100.8 120.0 120.0 64.6 93.1 120.0 30' 62.4 108.8 120.0 40.0 57.6 80.0 37' 120.0 120.0 120.0 101.4 120.0 120.0 37' 81.8 120.0 120.0 52.4 75.5 104.8 37" 50.6 882 120.0 32.4 46.7 64.9 42' 120.0 120.0 120.0 89.3 120.0 12x0 42• 72.0 120.0 120.0 46.2 66.5 92.4 42' 44.6 77.7 116.6 28.6 41.1 57.1 O 48' -3/8' 120.0 120,0 120.0 78.2 112.8 120.0 48' 74-1/4' 83.0 109.9 120.0 40.4 58.2 80.8 48" 120' 39.0 _880_ 102.0 25.0 36.0 Sao 6�0 54" 108.4 120.0 120.0 69S 100.1 120.0 54" 5&0 97.7 _120.0 35.9 51.7 _71.8 54' 34.7 60.4 90.7 22.2 32.0 44.4 M a 60' 97.6 120.0 120.0 625 90.1 120.0 60" 50.4 87.9 120.0 32.3 46.5 64.6 80' 31.2 54.4 81.6 20,0 289 40.0 fX7 cenll 66" 88.7 120.0 120.0 5&9 81.9 113.7 66" 45.8 79.9 119.9 29.4 42.3 5&8 88" 2&4 495 74.2 - 26.2 36.4 &lit t4 72" 81.3 120.0 120.0 52.1 75.0 104.2 72• 42.0 73.3 108.9 26.9 38.8 539 72' 26.0 45.3 58.0 - 24.0 313 a 66 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 120.0 120.0 120.0 89.6 12010 120.0 19-1/8- 89.0 120.0 120.0 5710 82.1 114.1 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 28-1/2' 100.9 120.0 120.0 84.7 93.2 120.0 26-1/2' 64.2 112,0 120.0 41.2 59.3 82.3 30 0190.0 120.0 120.0 1142 120.0 120,0 30' 89.1 120.0 120.0 57.1 82.3 114.3 30' 56.7 98.9 120.0 36.4 52.4 72.7 �L Zj�$ • 376 0 0 wo.0 I .O 92.7 120.0 12xO 37' 72.3 120.0 120.0 46.3 66.7 92.7 37" 46.0 802 120.0 295 42.5 59.0 Z $ •� 120.0 120% 1200 81.6 117.6 120.0 42• 63.7 111.0 120.0 40.8 58.8 81.6 42• 40.5 70.6 106.0 26.0 37.4 51.9 Wel 48" 42r 0 0 1111;1 120,0 120. 71.4 102.9 120.0 48" 84" 55.7 97.1 120.0 35.7 51.4 71.4 48" 13Y 355 61.8 9_2.7_ 22.7 32.7 45.5 0• •940 0 99% 120% 1200 63S 91.4 120.0 54' 49.5 86.3 120.0 31.7 45.7 635 54" 315 549 82.4 20.2 29.1 40.4 U 80` 89.1 12 57.1 82.3 114.3 60• 44.6 77.7 116.6 28.6 41.1 57.1 60" 2&4 495 74.2 - 28.2 3&4 -1 •• 01 •16" 0 8110 120.0 120.0 51.9 749 1019 66' 405 70.6 106.0r21 37.4 51.9 68' 26.8 45.0 67.4 - 23.8 33.1 Z J 2s • 4i 1 0. 47.6 6&6 95.2 72' 37.1 849 97.1 34.3 47.6 72' 23.8 41.2 819 - 21.8 30.3 0• .a�8- • 0120,0 120%0 4111810 120.0 120.0 120.0 19-1/8' 120.0 120.0 120.0 1129 120.0 19-1/a' 81.6 120.0 120,0 52.3 7s.3 104.8 1f2" 1240_ 120.0 �1.0_ 107.3 120.0 120,0 26-1/z' 68.3 120.0 120.0 515 1112 26-1/2' S&9 102.6 120,0 37.7 54.3 755• rzeo tzea lzae ea.e 120.0 120.0 30• 7e.o 1zo.o 10.0.0 72.0 100.0 30• 52.0 eo.7 120.0 333 48.0 66.7 W }11 9 120.0 1 OA 76.9 110.7 120.0 37' 63.2 1 t0.3 120.0 5&4 81.1 37` 42.2 735 110.3 2710 3&9 54.10.14P 0 105.7 12010• 412M 67.7 97.5 120.0 42• 55.7 97.1 120.0 51.4 71.4 42" 37.1 64.8 1 97.1 23.8 34.3 47.6 h M eel • 50-5/8- 9V O 1&0,9 59.3 85.3 1185 48' 96' 48.8 85,0 120,0 31.3 45.0 825 48' i44• 32S 58.7 16 G 20.8 30.0 41.7 O 0 Se 0 0 0 0 43212 120.0 120.0 527 75.9 _105.3_ 54" __43.3 75.6 113.3 27.8 4010 55.6 54' 2&9 50.4 75.6 - 28.7 37.0 Z O^ I 0 BO' 0 7.0 1 O 1 47.4 68.3 949 80' 39.0 68.0 102.0 25.0 J8.0 80.0 60" 28.0 45.J 88.0 - 24.0 313 •• • 812 117.29 1200 43.1 62.1 86.2 66" 355 61.8 92.7 227 32.7 455 e8' 218 41.2 619 - 219 30.3 72' ••• 6 107.5 120.0 395 56.9 79.0 72' 325 5&7 85.0 209 30.0 41.7 72' 21.7 379 56.7 - 20.0 27.8 Q CM3 V 19-1/8' 120.0 120.0 120.0 119.5 120.0 120.0 19-1/8" 10&8 120.0 120.0 690. 100.4 12x0__ W rn C I� 26-1/2• 120.0 120.0 120.0 86.3 120.0 120.0 26-1/2" 785 120.0 120.0 50.3 725 100.8 ARCHES TO BE INSCRIBED ANP TYPICAL INSIDE RECTANGULAR SHAPE 30" 118.9 120.0 120.0 76.2 109.7 120.0 30' 69.3 120.0 120.0 44.4 64.0 811.9 ANCHORS 1. 9&4 120.0 120.0 61.8 89.0 120.0 37" 562 9&0 120.0 3&0 519 72.1 HORIZONTAL MULLION 42' 84.9 120.0 120.0 54.4 78.4 108.8 42• 49S 86.3 120.0 31.7 45.7 63.5 GlA21NG 48• 83' 74J 120.0 120.0 47.8 68.8 95.2 48• 108" 43.3 75.8 1113 27.8 1 40.0 55.6 VERTICAL PRODUCT �� 3 54" 66.0 115.1 120.0 423 8110 84.7 54• 385 67.2 100.7 24.7 35.6 49.4 MULLION c 60" 59.4 1018 120.0 3&1 549 7&2 80° 34.7 60.4 90.7 22.2 32.0 44.4 86` 54.0 942 120.0 J4.6 49.9 69.3 86' 31.5 94.9 82.4 20.2 29.1 40.4 PRODUCT PRODUCT N 72' 48.5 IH0 120.0 31.7 45.7 635 72" 28.9 50.4 75.8 - 28.7 37.0 S PRODUGLAZINGCT GLAZING C TYPICAL ALL LOADS ARE EXT.(+)/IM.(-). �� P1looucr PRODUCT ANCHORS c W-0 NOTE: Wl W2ANCHO� MUWON SPAN ANY ANCHOR CONDITION SHOWN HEREIN MAY COYER LOCATIONS AT HEAD, SILL OR JAMB ENDS, TYPICAL MULLION ARRANGEMENTS a FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. vn +W2 JAVA°A'aA0 (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) WIDTH (W) 2Cm,7osaz APmaned w wmr4*g 1vM ft CAN.J6J6 Florida Oldt it We q0.1 NOAO_ } M1 � �Y,';4�:S IQ1qq 4 drawing no. ANCHORSi M14_01 sheet 4 of 9 TYPICAL ANCHORS TYPICAL ANCHORS 2 PER CUP(1 ON EACH WING) 1 PER ANGLE e 0 o R (Mt I S I I AL C E + II III I 1 I 1 FLOATING�' 2 X 2 X 1/5' a 1 I 1 1 SNUG FIT INSIDE MULL U U ALUM ANGLE O Q �- Qta sus i i Sta sus i i o��g 1-3/4'O.C.MIN. 1 1 1-3/4'O.C.MIN. I I 4 PER CUP 2 PER ANGLE yy 3 • •••• • •••• • • • •••• Z • Y • • ,Vj a Z • •••• • •• •• •• Q • • • • *60:90" • ANCAIORS TYPE 'A2' Z)•••• N. N 000000 TYPICAL. ANCHORS: pi tii �•••• ANCHOR TYPES SUBSTRATE MEMBED.MIN.EDGE DIST. m rb • • • •••••• 1/4'DIA ULTRACONS BY'ELCO' n •••••• • •••••• (Fu-177 KSI,FY-155 KSI) CONCRETE 1-3/4' 2-1/2' F-- O O M • •••••• 1/4'DIA.SELF DRILLING SCREWS MEyAL 1/B' 3/4° 2 '^ • • • • (GRADE 5 CRS) Z Z • .00. TYPICAL ANCHORS TYPICAL ANCHORS Z 9:090* • • • CONCRETE f c- 3000 PSI MIN. yy�I •••••• 4 PER CLIP(2 ON EACH WING) 2 PER ANGLE xi METAL= 1/5'MIN.1HK.STEEL Fy 36 KSI MIN. Q U W" t' \ 1/B'MId.THK.ALUMINUM (5053-T5 MIN.) i W 9 OR 11 I E ANCHORS MAY BE HEX OR FIAT HEAD. —� I AL a c ALL CUPS AND ANGLES TO FR SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 1 1 I I I 11 WITH ALKALI-RESISTANT COATINGS,SUCH AS BITUMINOUS PAINT OR 0 1 I 1� I I WATFR-WHITE METHACRYLATE LACQUER. c N 11 11 0 FLOATING CUP I I ALUM AN(d.E I 1 I 1 SNUG FIT INSIDE MULL II-II I 2 X 2 X 1 8 1 1 I 1 14 SIBS 7La I ! 1-3/4'O.C.ON. 1-3/4'O.C.SMS N. 4 PER CLIP 2 PER ANGLE ® cm + '61 o c Z_ O � a in Dqr..JAVAO AHNAO m •d CNI_ Aplmn W as pnnplyh*%ith du FRA PE,/70592 n rtmidn Btdl,IYC ?A 'Y' cAN',3SJ8 a �. TYPoCAL ANCHORS TYPE 'A4' AI .aPL�� T @AAY Zf �� drawing no. M14-01 sheet rj of $ TYPICAL ANCHOR TYPICAL ANCHOR z % 6 PER CLIP(3 ON EACH WING) 3 PER ANGLE 0 41 . U I I I E 6 aa'o N i i i i� Oa L--------------------- I I Fl-�T CLIP 1 I i 1 2 x 2 X t/E• O 1 I SNUG HT INSIDE NULL I LI ALUM ANGLE 7f, • •• 014 SMS I I j14 SMS I I Z 6{ • • • 1-3/4'O.C.ION. I I 1-3/4.O.C.MIN. 1 I 1-Z • • ••• • • •• 6 PER CUP 3 PER ANGLE ^aa]IY • •••• • • • • • im • • ® • O •••••• • • • •• • • • (j •••••• • •• of •• O Vl • • • • • y ••••• • •• ••• •• g ••••• TYPICAL ANCHORS: »l'1 v •• ••• • • :0000: • • 0000 ANCHOR TYPES SUBSTRATE MIN.EMBED.MIN.EDGE DIST. � ••: 1/4'DIA.ULTRACONS BY'ELCO' CONCRETE 1-3/4' 2-1/2' F 3 tNOM m (FU-177 KSI.FY=155 KSI) O M •• '•' 2' L ••••:• ANCHORS TYPE A6 (awF 5 I Mau 1/B• 3/a, z Z � • •••D 1/4'DOL SELF DRILLING SCREWS O 3 •• ••• • • • CONCRETE>Mc= 3000 PSI MIN. •••••• METAL= 1/B•0.9;.THK.STEEL Fy-36 KSI MIN. -� O`t • • 1/8'MIN.THK.ALUMINUM (6083-TS MIN.) Q V W Ld x ANCHOR MAY BE HEX OR FLAT HEAD. o ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI-RESISTANT COATINGS.SUCH AS BITJmOUS PAINT OR WATER-WHITE MEDIACRYLATE LACQUER. 0 yV 0 C 0 O a •�C O a_ Engr:JAVAD AHMADCIVIL FLA.PEj 70592 A A(r}80V017� 1� CN.J538 t'IetidABu6a 2,¢ � a � Date T O drawing no. MAY 2 x.1,014 M 14-01 sheet 6 of g TYPICAL ANCHORS TYPICAL ANCHORS YPI 2 PER CLIP(1 ON EACH WING) 1 PER ANGLE \\ a Zu I W s Q 08 1 1 \� 1 1 �i i 8 �t --- FS I----- -- I I FLOATING CUP III 1 1 2 X 2 X 1/E' g I I I i SNUG FR INSIDE MULL Ill LI ALUM ANG 6 814 SMS 1 1 814 SIBS 1 1 f p p 1-3/4'D.C.MIN. 1 I 1-3/4'O.C.MIN. I I C •• 4 PER CLIP 2 PER ANGLE $g4' • . •• •• Wirr31 .f• s • • U o m •.••i In Z • • • • ••.! • •.i.• J ,� n • • TYPICAL ANCHORS: � •f•• f f.•i: tiC►HORS TYPE `B 2' ANCHOR TYPES SUBSTRATE MIN.EMBED.MIN. EDGE DIST. ii w • •••• .••. 1/4'DIA ULTRACONS BY'ELCO' MASONRY_ 1-3/4' 2-1/2' in �jj (Fu-177 KSI.Fy-I55 KSI) WOOD 1-1/2' 1' • ••• O oM mI .•••.• WOOD a 20Y WOOD BUCKS OR WOOD STRUCTURE S.G.=0.55 MIN. • • • • •• MASONRY>C-90 HOLLOIY/FILLED BLOCK f'm - 2000 PSI MIN, Z 3 • • • • • a TYPICAL ANCHORS TYPICAL ANCHORS Z •••.• PER CUP(2 NEACH W PER ANGLE [BY OR 2BY WOOD BUCKS NOT BY ECO WINDOW 7 O • MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER Q "bL�\ THEM TO BUILDING STRUCTURE. W g 0 tll I n yl ANCHORS MAY BE HEX OR RAT HEAD. o 1 1 0 ® ® I jl I� 1 I � o N t 1 I I 1 1 --------------I FLOATING CUP I I 1 I 1 I SNUG FIT INSIDE MULL I I ALUM 2ANGLEB• a 1 I I m I 1 1 1 814 SMS ' I 114 SMS I I 1-3/4'O.C.MIN. 1-3/4'O.C.MIN. 4 PER CUP 2 PER ANGLE M o .2-5 O C 2 O E a in Engn JAVAD AMIAD w •� 9 CML Approved atoomplg6lgN@dl FLA.PE Y 7Osa2 Florida Build'8 O2 3.538 3/8'MIN. 2 7/8' ¢ ANCHORS TYPE Boa "OA"- �3� ti o 7YP. TYPICAL M e �j1Y `.7 20 drawing no. - - - M14-011 alreet 77 of 9 a TYPICAL ANCHORS z 4 PER CLIP(2 ON EACH WING) TYPICAL ER ANGLE \\\ \ O z R I 1%R bLdCK I I Yl D I I I 0 }[ G = -- I Iia I I FLOATING CUP �(QQ I I 1 I SNUG FR INSIDE MULL V U ALUMANGLEB• ; • •• ®14 SMS I I 114 SMS 1 I /2X V fZLt7 • • • 1-3/4'O.C.MK I 1 1-3/4"O.C.MIN. I I a U7 • • .•• • • !•• 6 PER CUP J PER ANGLE . •••• • • • ••.• . .. . •• O ' e • • • • a •••• • •• •• ••• TYPICAL ANCHORS: •• ••• • • ANCHOR TYPES SUBSTRATE MIN.EMBED.MIN.EDGE DIST. riJ • •••• • • ••1• 1/4'DIA.ULTRACONS BY'ELCO' MASONRY 1-3/4' 2-1/2' w • • • •►• (FU-177 KSI.FY-155 KSI) WOOD 1-1/2' 1• 0:0000 ••••••TYPICAL • •• ANCHORS TYPE 'B4b' WOOD- 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. =0.55 MIN. j o aM • MASONRY-C-90 HOLLOW/FILLED BLOCK Pm a 2000 PSI MIN. Z 3 3 ••.••• ••-••• • • IBY OR 28Y WOOD BUCKS NOT BY EDO WNDOW g • • MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER Q U w" THEM TO BUILDING STRUCTURE. ANCHORS MAY BE HEX OR FIAT HEAD. O 0 u 0 c m 0 c .W c a_ Engr.JA71AD AKMAD � � CIVIL ADFmV4 as Ybs w l *0 FLA. CAN.35382 Florida Build g ,� NOAU _ a 5 5 mi a�a � _ drawing no. C+9A 2 a 20 4 M14-01 ' s)reat 8 of 9 q,Vi 814 SMS SEE CHART FOR QUANTITIES TUBE MULLION T. Q z 3 -------- ANCHOR N0.OF 0. CHART SCREWS �t 814 FH SMS TYPE A2 2/SE I I TYPE A6 4 TSI n 1/8'THICK ALUM CHANNEL LENGTH TO FIT SNUG E M INFO MULLION 1 TUBE MULLION QQ 1 I 0 TUBES IMY BE NOTCHED 3 • •• AS SHOWN TO ALLOW INSTALLATION ZZi Ij�ypj • • ••• •• • •• OF CLIP ANGLE • •••• • • • CAULK JOINT AFTER ASSEMBLY j I • • • • • 874 FH SMS I 1 •••••• 1-1/2'O.G MIN. j O ACCESSHOLECHART • • • FOR QUANIITlS • •••• • •• •• •• ----- ___ ------ ------ O • • • • • •••• •• •••... I j • • • •••••• --- ---__ --- **see: ------ - W • •••• 1t- • • • ••:••• tl' Im3THS SCREW GAN BE I 1 O•••••• INSTALLED IN EITHER 1814 FH SMS CUP Q• • •• DIRECTION 0 C.M N. iZ•••• I I I 1 J O�J • • a w o�L 1-3/4'X 2'X 1/8'(FOR 211Y TUBE} 3/4'X 2'X 1/8'FOR(1BY TUBE) O ALUM AN, CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL 01 METAL TO METAL CONNECTION m n 814 SMS SUBSTRATE lEd. MIN. EDGE DIST.MN.CL 70 CL SPACING c m ALUMINUM 5/8' 1/2' o p a >m e � c a_ L EngI-JAYAD AHLWDCML FLA. PE It 70582 �aouq�Ty111$lY(Yl YT4 CAN.3:538 "' i CI C.cHil ` Browing no. M14-01 lsheet 9 of g Lift CJ I' D M LM%01NOV IS 2015 MIAMI•DADE MIA I-DADE COUNTY eIR AVU AV BY. DUCT CO TROL SECTION 6 Street,Room 208 DEPARTMENT OF REGULATORY' N SO „ CES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRA T(786)315-2590 F(786)315-2599 NOTICE OF ACTAN E O WMM.miamidade.gov/economx ECO Windows Systems,LLC 9114 N.W.1061h Street, Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series 600 Aluminum Outswing Doors-L.M.I. APPROVAL DOCUMENT:Drawing No.W12-08 Rev C,titled"Series 600 Alum Outswing Entrance Door (L.M.IJ",sheets 1 through 9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on SEP 04,2015,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure(DP)ratings in sheet 2 .See Single or Double Door DP ratings with sidelites(w/wo Reinforcement)and Standalone Single sidelite rating in sheet 3.The max door leaf width shall not to exceed 37".See locking options I &2 in sheet 77.1. 2. Laminated glass types G1 and 02 are limited to.090"Kurarary's Butacite PVB and glass type G3 is limited to Insulated laminated glass w/.090"Solutia interlayer. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be e2 displayed Iii erte ukg?iterxuTe. If any portion of the NOA is displayed,then it shall be done in its entirety. •• • •• • INSPECTION:A copy of Wis AT&NOA shalrbe 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#21-04:02.03 pid ebpSists a f this page 1 and evidence pages E-1,as well as approval document mentioned abovo. i . •.' i . i The submitted documentatiSn metas revl'awed by Isliagl.Ghands,P.E. NOA No.15-0603.13 MIAMMADE COUNTY •• • • • • • Expiration Date: March 20,2019 . . . ... . . Approval Date: October 15,2015 2,,`4 Page 1 . .. .. . . . .. •• ECO Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(see below) 2. Drawing No.W12-08 Rev C,titled"Series 600 Ahem Outswing Entrance Door(L.M.I.)",sheets 1 through 9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on SEP 04, 2015,signed and sealed by Javad Ahmad,P.E. B. TESTS(submitted under file#12-0402.03) 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum Outswing French door, prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-12-3357,HETI-12-3358,HETI-12-4003,HETI-12-4003 and HETI-12-4027dated 03/16- 26/12, all signed and sealed by Rafael E. Droz-Seda,P.E. Note: The above referenced test reports have been revised by an addendum letter dated June 29,2012, issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Rafael E.Droz-Seda,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014(5«Edition), prepared by Al Farooq Corporation,dated June 02,2015,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02,-04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 11-0624.01 issued to Kuraray America,Inc. (Former E.I. DuPont DeNeinours&Co.,Inc. for the`Butacite®PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA)(former Solutia,Inc.)for the"Saflex: Saflex Clear&Color glass interlayer",expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5'h Edition)and letter of no financial interest, prepared by Al Farooq Corporation,dated 06/02/15,signed and sealed by Javad Ahmad,P.E. 2. Addendum letter dated June 29,2012,issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Rafael E.Droz-Seda,P.E. 3. Lab compliance as part of the above referenced test report. G. OTHER •• ••• •• 1. This NOA revises%OA#1244b2;D109 Oring 03/20/19. 2. Test proposal,dated 1&;471.;and 02-24-12 approved by PERA. • ••• • ••• ••• ••• • 11shaq I.Chanda,P.E. • •• 0 000 •• •• •• Product Control Examiner 066 • NOA No.15-0603.13 Expiration Date: March 20,2019 11:0 ••• Approval Date: October 15,2015 . :0: • -1 • . •• •• . . • •• .. ... . . . ... . . U tj 4BUloct. " REN'D.GLASS 3/18'HEAT SIREN'D. GLASS terloyer 090'Interloyer N PVB Butocite PYB roy Americo,Inc.' By'Kuraroy America, Inc.' Z n 8: HEAT STREN'D.GLASS 3/18"HEAT STREN'D.GLASS F SILICONE '�' SILICONE iDOW CORNING 899 z m DOW CORNING 899 ^ a u Z Y 28 fli" io••i • / \ � SETTING BLOCKS AT LAM.GLASS 9t • • • • • ` READ.FOR WIDTHS EXCEEDING 38"ONLY. LL 2 Ila••!t•• — "' NOTCH GLAZING BEAD LEG TO S a'��f ... .. . . . . Q b • • • • GLASS TYPE 'G1CLEAR BLOCKS' GLAS3 TYPE 'G2' O ••• •• • •• •• •• t.I N •• •• • •• •••••• 1/8"TEMP.GLASS p J • g 00000 • 0000 5/18'AIR SPACE uj • • 000000 •••••• 1/8'HEAT STREN'D.GLASS �' W ••• •• 090'Interlayer 1... • • • •••••• SaRex Clear And Color Wass IwU •••••• • 090000 By'Eastman Chemtccl Co.' m • •••••• • • • • •• 1/8'HEAT STREN'0.GLASS • • • • OOM I ••s••• • • • -SILICONE T]" } •••••! z DOW CORNING 899 Z 3( i • • s 26 ST. STEEL 'y Z �n m METAL SPACER '$ O d,Q r� 0- W � I o SERIES 600 �1 ' 35 SILICONE ALUMINUM OUTSWING ENTRANCE DOOR / SETTING BLOCKS AT INSUL LAM.GLASS SINGLE (X)AND DOUBLE (XX) LEAF DOORS SEE SHEET 2 \ _ NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS STAND ALONE SINGLE SIOELffE SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELTTES SEE SHEET 3. q g LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL GWS TYPE 'G3' g APPLY TO ENTIRE SYSTEM. PBODucftiEY M w rsspyl.8rhb 16.FbrM4 °1 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION b"'8 RESISTANCE IS REQUIRED. A N•TS�L03.13 e.�D.tetrrwasa THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE �=L�g1,`t.NSA .o o y Q REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY Ball VA* HURRICANE ZONE(HVHZ). -2-1-1-1 IBY OR 20Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TRANSFERTO LOADS TO THE STRUCTURE. N_ ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS THESE DOORS ARE RATED FOR LARGE k SMALL MISSILE IMPACT. En9r:'%VAD AHCIVIL 1 n EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. M PE/705112 0 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE CAN.J5� NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. $ 4 2015 droving no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT draZ—OS COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. Sheet T of 9 O� 39 3/4'MAX. 78'MAX. 37 3/16"MAX. FRAME WIDTH FRAME WIDTH --- --- FRAME YADTII a HEAD do SILL ANCHORS Z ATSTILE ENDS 12" (4)AT 3"O.C. 12' 12' , 5'MAX. 5'MAX. r SMAX. MAX � ca/ �EADCOREsr s HEAD/SILL SILL RNERor4 p u 0. ao ••• •• • • /11 \ II ILZ�- • • •• •• • / LOCK OPTIONS / i E LOCK OPTIONS ii o ••• • • • • / i • 81 OR 12 / n $1 OR�2 • •+LL1k71=1== (OPTION 2 SHOWN) �__ ____ (OPTION 2 sw SEE SHEET 7.1 sEE SHEET 7. v o • 16••�i•,d FOR DESCRIPTION / yy FOR DESCRIPTIA x /( ••• ,•mow n i w o• •• INjyx o o 4 o _ - ---- __LL____ s•• • • \ •• Ti \=----R---- ----moi----- w *so • s • •�i�•• \\ ii // ii •:• •4 004 ••i •• �li?\ iii / iir • • • i••\ 6 �� \\ // ii O oM •ORO •• • o ACTIVE ' WACTNE ' ACTIVE 3 z 1] SURFACE APPLIED SURFACE APPLIED 9 m� SURFACE APPLIED W rn FALSE MUNTINS OR7 26 15/16' �d FALSE MUNTINS OR 28 15/16 26 15/18' a FALSE MUNTINS OR DECORATIVE GRILL D.L.OPO. 10 v DECORATIVE GRILL D.L OPG. O.L WAG. m OECORATNE GRILL D.L OPG. MAY BE ED MAY BE USED MAY BE USED 37'MAX. 37'MAX. LEAF&I LEAF WIDTH (X) (XX) (0) STAND ALONE SINGLE SIDEUTE �°- SEE SHEET 3 FOR CAPACITY DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY- PSF u SINGLE DOORS(X) DOUBLE(XX) m DOOR DIMS. LAMINATED GLASS DOOR DIMS. LAMINATED GLASS _ D FRAME LEAF FRAME EXT.(+) INT.(-) FRAME LEAF FRAME EXT(+) INT(-) PHV•i � FlurldA wl0ni WIDTH HEIGHT WIDTH WIDTH HEIGHT . . 39-3/4" 37' 98" 70.0 75.0 76' 37' 98' 70.0 75.0 Na)�'�'3•ja/ m cam u �ICat/d GLASS D.L.O. DIMSAHM . O.LO. HEIGHT = FRAME HEIGHT - 11.125' ' AVWL .� D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.813" FLA.PE pp 7(1692 j D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125'/2 CAN.J538 NOTE: O 2015 O : GLASS CAPACITIES ON THIS SHEET ARE NOTEdrawing no. EGRESS REQUIREMENTS TO BE REVIEWED BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION BY BUILDING OFFICIAL. DECLARATORY STATEMENT DCA05-DEC-219 Sheat Q oT g DESIGN LOAD CAPACITY -PSP 146'MAX DESIGN TAAD CAPACITY- PSF SIDEU TES WITH SINGLE OR DOUBLE LEAF DOORS TESTED FRAME WIDTH STAND NONE SINGLE SIDEUTES (SEE N07E RFLOW) HEAD&SILL ANCHORS I AT STILE ENDS yygpp FRAME FRAME fl/1`HOUT FRAME FRAME WL7HDuT WITH CLUSTER OF (4)AT 3'O.C. WIDTH HEIGHT REINFORCINGFRAME HEIGHT REINFORCING REINFORCING g- (4)ANCHORS INCHESINCHES EXT.(+)Tw.(-) INCHES INCHES EXT.(+) UVT.(-) EM.(+) INT.(-) AT HEAD/SILL 12' P 24 70.0 75.0 24 70.0 75.0 70.0 75.0 5'MAX. 3' HEAD. (p $ 30 70.0 75.0 30 70.0 75.0 70.0 75.0 EW/� r F . ,ICA �------ as - p 0. 3s st 70.0 75.0 36 az 70.0 7s.a _70.0 75.0 CORN �n 37 70.0 75.0 37 70.0 75.0 7a0 FF d, 42 61.7 66.1 42 61.7 66.1 613 66.1 �? q�q 24 70.0 75.0 24 70.0 75.0 Tao 7SA 11 I I I I \ d 0 t4 30 70.0 75.0 30 70.0 75.0 70.0 75.0 11 II / I I \ AS a a 4 36 66 70.0 75.0 36 86 70.0 75.0 70.0 75.0 p a 37 70.0 75.0 37 70.0 7s.o Tao 7s.D === ===n77 = i i \ lVgyi 42 61.7 66.1 42 61.7 66.1 61.7 66.1 ii YI E I i \ a L 24 70.0 75.0 24 70.0 75A 70.0 75.0 I I I /l i I I J 30 • • �9 89.8 30 .8 69.6 70.0 75.0 0 H I I / i l I I \\ - Q b f • 36 94 •64.1 •1.1 • 36 92 64.1 64.1 70.0 75.0 p \ •••• 37 63.3 37 63.3 83.3 70.0 75.0 • 24 633 24 83J 83.3 7Q0 75.0 �� ).0 �j III I I n�/�� --J Cj N •••• Q9 .8 • 30 579 57.8 70.0 75.0 m m-) 1� II�� 1 1 m �� m, 0:0* • • 36 �6• 53.1 43•+• •• 36 98 53.1 53.1 70.0 75.0 m ====n=---- \====11111===== 37 52.4 52.4 17 52.4 52.4 70.0 75A • •• • • • • • • • •• •••••• REINFORCING II \11 LOCK 0Pf10 •••i • •••• SEE CHART ===ax==== ___ ___= i i 91 OR/$2 w ••• • • • II il\ 1 I SE 1 S ) fn ••• H I I I I S SHEET .1 rn n • • • r ii ii \\ i i Ft DESCRI 0 I I I 1 ••• • L - - INACTIVE 1 I ACiNE "�` $ Z r •• • • • •••• V.' ••• • • • 38-J/4'MAX(SINGLE) SURFACE APPLIED m W L+�J SW 910NWtiWIDTH SIDELTTE WIDTH 78 ( ) FALSE MUNIINS OR 32 3/4' ` 26 15/18' 28 15/18' - _ • DOOR FRAME WIDTH DECORATNE GRILL D.L OPO. D.L.OPG. D.L.OPG. MAY BE USED NOTE: 37' PRODmrRRYtsE• FOR DOORS CAPACITIES SEE SHEET 2. LEaF WIDTH ho ft lea wu1,14 Pto.N� FOR SIDELITE CAPACITIES SEE CHART ABOVE. SmT]JTE FRAME WIDTH 3976314'MAX.(SINGLE) Aatgft NNoi $a LOWER VALUES FROM DOOR OR SIDELI7E CHART MAX 76 MAX (��) Um.- c WILL APPLY TO ENTIRE SYSTEM. SEE CHART AT LEFT DOOR FRAME WIDTH 1 ."L0 (OXXO) 19 MAX UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SO. FT. PER FBC 2014 CLASS D.L.O. DIMS. LEI mry o D.L.O. HEIGHT (SIDELTTE) FRAME HEIGHT - 11.000° .S g go O.L.O. WIDTH (SIDEUTE) FRAME WIDTH - 4.438' m a m u 0 N_ q Engr..IAVAD AHMAD Q PES70692N. 33 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) Q A.20$ dmvring no. AND FLORIDA BUILDING COMMISSION W12_08 DECLARATORY STATEMENT DCA05-DEC-219 sheet 3 of 9 9/16'MIN. PROPERLY SECURED 23Y WOOD BUCK TYPICAL ANCHORS EDGE DIST. 1BY WOOD BUCK OR THROW BOLT EDGE DIST. SEE ELEVATIONS 4`:•.. EDCE DISI. WOOD ERUSHEET 1 METAL PENETRATION FOR SPACINGI STRUCTURE N . d.•' EDGE EDCE DISE. Z •� a �gS Q 23 f1 i 1 28 z TYPICAL ANCHORS ANCHORS RSEELEVAIONS �EELEVINSS TYPICAL ELEVARONNS 7 FOR SPACING FOR SPACING FOR SPACING yT n z11 MIAMf-DADS COUNTY APPROVED I I I I�CUPPED MULLION I I Q II SEE SEPARATE N I� ee11'E • • II II O • • 1 I • • I5= ••• •• • • J • • •• vj • • • •• U 2 000 •• • • • • GLAZING OPTIONS W •• •• • • • •• SEE SHEET 1 TYPICAL ANCHORS • SEE ELEVATIONS •• •• • • FOR SPACING tn XgO d •E • 10Y OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS 'y M •• • w _ MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER O all id • THEM TO THE BUILDING STRUCTURE. Z � m •• Q 0 0 004 ••••• 4100 ffi z • • : TYPICAL ANCHORS: SEE ELEV.FOR SPACING U • •••0• • ' (Fu=1)7 KSI,FY-155 KSI) W oLe •• ••• • • INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONIC. OR MASONRY f'RQOUCfREVISEO 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) •oeo•p wlbIUCFl.Ult 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) Ascods cBp aepuaeNO 1 ( a s DIRECTLY INTO CONC. OR MASONRY DIU Q 1- r1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) �SI. .�-�`n. r 7a 7 I I 1-1/4" MIN. EM13ED INTO CONIC. OR MASONRY (JAMBS) LA 114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) Oss i i INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") c B B I I 26 2 INTO METAL STRUCTURES W V g B 1 1 STEEL : 1/8"THK. MIN. (Fy = 36 KSI MIN.) - --- g a m u 25 I I ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) DOOR DETAILS -- (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) a TYPICAL EDGE DISTANCE Engr.JAVAD AHMAD n� CML 3 -- INTO CONCRETE AND MASONRY = 2-1/2" MIN. N,d 70882 s "� RSEEINTO WOOD STRUCTURE = 1" MIN.INTO METAL STRUCTURE - 3/4' MIN. J U Nib EDGEANCHORS 01ST• ELEVATIONS WOOD AT HEAD OR JAMBS SG - 0.55 MIN. drawing no. 1/2'MIN. FOR SPACING W12 THROW BOLT CONCRETE AT HEAD, SILL OR JAMBS Pe o 3000 PSI MIN. G PENEfRATIDc1 C-BO HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. —OS sheet 4 of g 1/4'MAX. O O 1TS /4'MAX. t� SHIM C' CONLEVERS AT STILECEALED FLUSH FACE SHIM 1� o 3 18Y N TYPICAL ANCHORS .WOOD BUCK SEE ELEV. 19 ACTIVE LEAF - Q FOR SPACING91- 26 13 _ p a �i C pg - - -- •°o. TYPICAL ANCHORS IY n } SEE ELEV. FOR SPACING fl EXTERIOR O 19 9 C.L.O. 11) METAL E 37'MAX. SEE SPEC opmu•I• LOCK OPTIONS • • • LEAF WIDTH • • ••• • • •••• 39 3/4'MAX. (IOPTIORA,SHOWN) O •••• • • • • SINGLE DOOR FRAME WIDTH SEE SHEET 7.1 • • FOR DESCRIPTION 1/4•MAX, a (J •••••• • `J_, • SHIM � a •:•• • 1%4'MAX., •••••• • IM CONCEALED FLUSH BOLTS O CONCEALED FLUSH BOLTS w • "' •• ! LEVERS AT INSIDE FACE OFSIIIE 29Y WOOD B LEVERS AT SME FACE OR _ • •••• •TYPICAL AN&i ••: • .. • •o • FOR S�-• •(1 6) INACTIVE LEAF ACTIVE LEAP EEO N TE Er 1 W •••10 00 '•• • 11 • • •25 13 26 • •••• • •a: . • • 2a � O o_M m 00 • • — - Z Ci •:•••• �.� (07 ••• •• � W o1g 25 zs TYPICAL ANCHORS 19 9 O.L.O. 11 10 D.L.O. FOR SPACING LEAF WIDTH LOCK OPTION 3 EXTERIOR J�j LEAF WIDTH ° g5 79'MAX. 6 /S DOUBLE DOOR FRAME WIDTH $ 2 POINT LOCK ASSEMBLY 4 POINT LOCK ASSEMBLY tomoytawhit the PInrW bMdladC•i► bi a m n Acapa Nol OLD •T o on INACTIVE LEAF ACTIVE LEAF RapleaAr Dale m 26 EaV..JAVAO AIIMAD •o CML FU PE/7C592AN.3538 s n EXTERIOR ZOj drawing no. SE DOOR DETAILS W12-08 LOCK OPTION it sheat 5 of 9 O4.0 1 TYPICAL ANCHORS FOR SPACING SEENS 1/4"MAX. H 1/4"MAX N EDGE ST. SHIM 6 SHIM - ay '�>•. .'a. I. •. .iWOOD BUCK •� TYPICAL ANCHORS - _ SEE ELEV. a ::. FOR SPACING i6 • o w v U 22 OF 4 y •: TYPICAL ANCHORS a ,,. SEE ELEV. �jFOR SPACING 0 m is EXTERIOR `.°<` ° LL z — • METAL • • •• • ••• SEE SPEC SHEETR4 42"AT 86"HT. O •••• • • • 37"AT 98"HT. • • •• ••• MAX.SWGLE SIDEUTE WIDTH PRODUC F REVI3E8 U `� • reaaWfistwdl ile FlodAa � •••• • • • • A Nom-O Ce3.13 • ••• • � c • •• $%-wd--Daft � V G 1$n • • • ••• GLAZING OPTIONS REINFORCING ••••• • •• SEE SHEET 1 j12 SMS 18 AS REOD. 'cLLt • • • • O AT S"FROM ENDS O SEE SHEET 3 N � 1/4"MAX.-, •• •• •p SHIM6 AND 1 i"O.C. MAX.••••*,: •• .• • • W 6 3 00n 0 • O• � Q i • � Gi 7e � Z 3� • •• • o W• • 1 28 • iT • I 24 ••• •• • l • •••• W rng • I I TYPICAL ANCHORS -- SEE ELEV. •.10'._�.. 23 FOR SPACING D.L.O. 10 9 O.L.O. C g$8 LEAF WIDTH ?$ a 4A EXTERIOR H 39 3/4"(SINGLE) 76"(DOUBLE) SIDELHE WID1H DOgR FRAM£WIDTH m o S OMAX.UNIT FRAME WIDTH S En9r.JAS AHMAD •1 0 i 22 \H F CAN.pp 70592 S �' ' :' '°••:.6 �, •I•.o. ,�..•�': Browing no. a'.a "EDGE DIST. TYPICAL ANCHORS - AILS S 2015 W12-OS SEE ELEVATIONS FOR SPACING I SIDELITE DET-_ sheet 6 of 9 ITEM 8 PART B READ, DESCRIPTION MATERIAL IUNP./SUPPI3ED/REMA8K8 8 1 E601 - DOOR FRAME HEAD/SILL 6063-T6 2 E602 - FRAME COVER 6D83-T8 - N 3 E603 _ - DOOR FRAME JAMB 6053-TB _ - -' - --- O 4 E604 - SIDELITE TOP&BOTTOM FRAME 6063-76 - 4A E626 - SIDELITE 9'BOTTOM FRAME 6063-T6 - 5 E605 - SIOELITE FRAME JAMB 6063-To U 6 E_606 - SIDEUTE SLIP ON JAMB 6083-T6 7 E607 - LEAF TOP&BOTTOM RAIL 6083-T6 7A E625 - LEAF 9'BOTTOM RAIL 6063-T6 - 8 E605 - LEAF VSTRP ADAPTER 6063-T6 - (�O .QJ 9 E609 - LEAF HINGE STILE 6063-T8 - 10 E610 - _ LEAF LOCK STILE 6083-T6 - O h ri4A E811 - LEAF ASTRAGAL STILE 6053-T6 - 7y E612 - LEAF ALIGNMENT BRACKET 6063-T6 - LL Z E613 - LEAF CLAMP 6003-T8 4-1/4"LONG • •• E613__ - HINGE BACK-UP PLATE 8083-16 12"LONG __ 6 • • • • •• E614 - GLAZING BEAD(5/16'LAM.GLASS) 6063-TB - • • ••• • • • • E109 - GLAZING BEAD(7/16'IAM.GLASS) 6063-TB • • E615 GLAZING BEAD(INSUL GLASS) 8083-T6 U •••••• _ v •••• • • 18E616 - SNAP COVER 8083-T6 • • • • 17 E613 - BOLT SUPPORT 6063-T6 NOT SHOWN • • •••••• • 18 - AS REDD. SIOELTTE MULLION REINFORCING 6063-T6 •- • *00000 •• •• 19 FD-107 3/LEAF BUTT HINGES ALUMINUM SULLIVAN&ASSOC. ••• • • ••• •••t•• ZO F07202 - FLUSH 801.7 LEVER SULLIVAN&ASSOC. 1- • • •••• 21 - FBR914SS_.._ - CONCEALED FLUSH BOLT ROD SF STEEL SULLIVAN&ASS= SOON* •••••• 22 012 SMS AS REDD. FRAME ASSEMBLY SCREWS • • • • •••• 23 012 X 3/4' - HINGE INSTALLATION FASTENERS - FN SMS 10 co M • • 10 •••• • • •••••• O 24 - - 3/8'DIA THREADED ROD STEEL - � 0 � • • • 25 W11323 - PILE W'SIRIPPINO WOOL IRTRAFAH Z Ci • •••••• •••••• •••••• 26 E20618-KN-3020 - BlJLB W'STRIPPIi•1G SANTOPRENE EPDM g �i Z • • • • •• 27 E206 - GLAZING BEAD BULB SANTOPRENE IATRAFAB �X Q d- v • • • • • • • • 28 - - GLASS SPACER _ SILICONE FRANK LOWE RUBBER 00. U Lu •••••• 29 E822 - FLUSH BOLT CUP NYLON • • 30 OLD FIG - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DLO1W8-- - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC -. 33 010 X 3/4' 2/ADAPTER FH SELF DRILLING SCREWS - - 34 - 2/LTTE SETTING BLOCK, 1/4--i 1/2'X 4'LONG EPDM _AT 6'FROM EACH END, WROMETER6035 35 - 2/LRE SETTING BLOM 1/4'X 3/4'X 4"LONG EPDM AT 8'FROM EACH END.DURIDAETFA BOt9 c SEALANTS: ffi ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. " a","I F o m haft Cob AtaptwwN Byte Engr.JAVAD AFIlfAD CML i ro M PE A 70692 drawing n0. EP 4 2015 W12--08 sh6et 7 of 9 LOCKS OPTION 41 OPTION 02: ACTIVE LEAF: ACTIVE LEAF: 3 4 PONT LOCK ASSEMBLY DLOI-6007 BY'INTERLOCK USA INC.' CONVENTIONAL DOOR LOCKSET WITH HANDLE a (2)LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE DELTA 690 BY'KWIKSET' LOCATED AT 39-1/4'FROM BOTTOM 1/2"DIV,THROW DOLT(1)AT TOP ENGAGING FRAME HEAD KEY OPERATED ON EXTERIOR AND THUMB TURN ON AND(1)AT BOTOOM ENGAGING FRAME SILL INTERIOR THROW BOLT LOCATED AT 44-3/4"FROM BOTTOM QQQ THROW BOLTS ATTACHED TO LOCK BY 3/8'CONNECTING RODS LOCK HANDLE LOCATED AT 42-1/2'FROM BOTTOM CONCEALED FLUSH BOLTS BY'SULLIVAN&ASSOC! 1/2'X 2"THROW BOLTS ENGAGING FRAME AT HEAD AND SILL p INACTIVE LEAF: MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE 2 POINT LOCK ASSEMBLY BY'INTERLOCK USA INC.' LOCATED AT 10-5/8"FROM TOP AND BOTTOM 1/2'DIA.THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME LOCK FASTENED TO STILE WITH (2) 88-32 X 1/2"FH MS p HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8"CONNECTING RODS INACTIVE LEAK a Q p LOCK LOCATED AT 42-1/2'FROM BOTTOM CONCEALED FLUSH BOLTS BY'SULLIVAN&ASSOC.' 0 4�d1 1/2'X 2"THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8"FROM TOP AND BOTTOM IL LOCK FASTENED TO STILE WITH(2) 08-32 X 1/2'FH MS ,�b • • 1 II I I :••• / i • / i i \ / / I \ • • //. ••�r \\ // // \\ W U G3 • • • 1n I\ \ ••k• I 1 / \ \ / PRODuc f REVISHO Z u- ••• •• • •• \ i / \ \ / n�a°vMre wRr at Fiouafn �+z • •• \ / coo r •• •\\ I • \ i i / \\ No 15-Oto.3.13 fn pJill I r0 ••. •. wacTrvE i acTWE ..au z8 q w rn ACTIVE IIJACIP'E ACINE �S �vrl O Q11/11T E .g dig C a m u C� HINGES. N_ 3-1/2"X 7-5/8"X.122'THK. EXTRUDED ALUM HINGE E°a''SAD NIMAD PART OFO-107 BY SULLIVAN &ASSOC. FIA PCIVIL g n 3 HINGES TC TTOM HINGE AT FROM BOTTOM BO5 �1 TOP HINGE AT 11-3/4'FROM TOP 5 CENTER HINGE AT MIDSPAN(38'O.C. MAX.) •Cp 015 0 HINGES FASTENED WITH 010 X 1'FH SMS drowing no. (5)SCREWS AT HINGE STILE W12_08 (6)SCREWS AT FRAME JAMB sheet7,�of g 4 p00 f^-1.750-W ^j 1 4 m .519 � '�'I •394 � .130 �1% o -y -I N .625 T •803 .045 .803 050 .803 045 1.81123 .078 Z 4.031 50 1.047 1.047 1.172 P 4.7 I Qi 0 zoez- 1a GLAZING BEAD GLAZING BEAD t5 GLAZING BEAD $ Y_ 5/18'GLASS 7/18'GLASS INSUL.GLASS Q, c t DOOR FRAME HEAD/SILL 1.507-�I Q p , r--4.000� 1.567 7 LEAF TOP/BOTTOM RAIL 'a p 1.625 1 .078 G 3.719 4.7,9 ��oil k CC" .078 zz • • a W E 4.781 • • • • •• •••• • .078 • • 1.750 1.507 r, • • • I • • also Isao � U • • d •••• • • • • 7.537 x'312 • •••• • 4.000 • • • •• s LEAF HINGE STILE ►soAucrR>evu�en ••• •• • • • • • .092 r towAilhW ailh the Fi«�n •••• • cup. •• •• 1.5x7 5.344 L�=�A j • 1.750 • 9904 8 LEAF W'STRIP ADAPTER •• •• a••••• • • eaprttr - 119 N • �a • • ••• .asa ••• **ELITE TOP•& BOTTOM F • • II I C o� p oM • • •••• ?•091 1.750 7 F�1.750-d .312 .442 gg Z 1i 4:0 •• Bi Osage* .321 Z• �2S 3 � • • ••• • 075 7A 9" BOTTOM RAIL 12 1.584 �$. • •'et2�1 to LEAF LOCK STILE t.sol� LEAF ALIGNMENT BRACKET x{.750 .281 2 FRAME COVER 5.344 .078 Zi.375 -� --� 1 .887 �"' 1.750 .123 I.050 ,.197 1.807 2.081 T1 .125 3.781 3.719 II .075 m .154 4� O O Fes---4.000 t1 13 LEAF CLAMP Ll---I 1s SNAP COVER LEAF ASTRAGAL STILE L 9000 HINGE BACK-UP PLATE 8.281 1.500- 1.250 r q g g .825 .719 I -� 18•719 SIDELRE MULLION REINFORCING >o a m 0 .078 E w.JAVAD N9AADCML .e FUL PE 8 70592 n a.ppo 4.0001 .078 2.097 __j507 I 11.825 4.188 CAN. R L L�L 1. �7I^ 4.000-M .off 50+215 drmvi8ng no. W12-08 3 DOOR FRAME JAMB 5 SIDELITE FRAME JAMB SIDELITE 9" BOTTOM FRAME 9 SIOELITE SUP ON JAMB sheet 8 of 9 22 22 m le �+ zz � N / / J ° Q4�� • • J U •sos•• • o •• , 0000•• g N 0:04 •• , , BOOR FRAME QORNFR W � • • 0000W •• •• • to�F- •0000• 0000 • rJ7'� • • •• • •••••• SIDELITE FRAME CORNER SIDEME MULLION SLIP ON JAMB CORNER o 0 0 ••• s• • • • •0690 000000 , , • ,••, z • , d 000800 96000• W 2 • • O YRQIIUCf8EV18E0 ddi ! 3 12 �1/M�M10plft lS t... Cl ly ni r i w hP c m^ C 6 0 U Eagn JAVAD AHMADRMI FLA. US 2 g n 5 2015 drawing no. LEAF CORNER W12-08 sheat g of g