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WS-17-1799 Permit NO. VAS-7-17-1799 %gK° S y� Miami Shores VillagePermit Type:Windows/Shutters 10050 N.E.2nd Avenue NE rkClassification:Window/Door'Replaeem Miami Shores,FL 33138-0000 r , ['�t- Permit Status:APPROVE© Phone: (305)795-2204 tor�iaA Issue Date.7/18/2017 Expiration: 01/14/2018 Project Address Parcel Number Applicant 1450 NE 103 Street 1132050310040 Miami Shores, FL 33138-2626 Block: Lot: VIKTORINEX, LLC Owner Information Address Phone Cell VIKTORINEX, LLC 1931 CORDOVA RD Road (305)647-6486 FT. LAUDERDALE FL Contractor(s) Phone Cell Phone Valuation: $ 4,800.00 GENTILE CORP (954)520-0548 �:, ��:__ .w.� ......... Total Sq Feet: 0 Type of Work: 10 DOORS AND 17 WINDOWS Available Inspections: No of Openings:27 Inspection Type: Additional Info: 10 DOORS AND 17 WINDOWS Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Am]$370.00 Pay Date Pay Type Amt Paid Amt Due CCF Invoice# WS-7-17-64572 DBPR Fee 07/18/2017 Cash $348.10 $50.00 DCA Fee Education Surcharge 07/13/2017 Credit Card $50.00 $0.00 Permit Fee Scanning Fee Technology Fee Total: $3 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this,permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-named contractor to do the work stated. July 18, 2017 Authorized Signature:Owner / Applicant / Contractor ?gent Date Building Department Copy July,18, 2017 1 1 -Miami Shores Village RMNtb Building Department Jut 1. a 10 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 wo Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. 12. 1�0" 1 •%BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL r ❑PLUMBING ❑ MECHANICAL [:]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I4sy {Jf�- kos S"r City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: I I— 3Zo,f-03 I 00ki0 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER:Name(Fee Simple Titleholder): V1 K-V0W_,,k(6_y i i L Phone#: , Address: lq s l (,al_I00VfL ab. �ili [p)? City: '*Qe-t- State: �'ti Zip: 3�I� Tenant/Lessee Name: Phone#: :.=� Email: OB Al CONTRACTOR:Company Name: WJ ' . . Phone#: Address: 10T R COL City:W M � State: - Z—ip': 'Qualifier Name: h-ki Phone#: I_/ State Certification or Registration#: C6C 5215©g t jI I OS g Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ N SOC) Square/Linear Footage of Work: fType of Work: LAO Addition ❑ Alteration New Repair/Replace ❑ Demolition Description of Work: blyQOwC + e - r AfifV f ISrt::'� �i G°.Sly .1 r.' � '•i.'a1J } ,ri,i fR J 1 fl s r s Specify color of color thru t►1�.4:,s��,,a *';r ., v;r,� ;4:+xxr+ �. r�, � f '>, Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ `SS DBPR$ 5� Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ t o TOTAL FEE NOW DUE$ ti (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company s Address i \ City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City ""i `.~ . ' 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) da s'after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspects fee will be charged. h Y Signature Signature OWNER or AGENT CONTRACTO • i { 4 The foregoing instrument was acknowledged before me this The foregoing instrument was ac wledged before me this day of -�ULp 120' 1� by day of 20�J by K <�. y n f who is personally known to A- + who is personally known to me or who ha produced as me or who h roduced as identificatio an who did take an oath. identificati n an who did take an oath. NOTARY PU NOTARY P Sign: Sign: 1 Print: vA Cj 0'GrL Print: 4°`,.•••, ELVIRALOP Seal 40ELVIRAL Sell: * MY COMMISSION t FF 072394 *** -, * MY COMMISSION#FF 072394 EXPIRES:Mach 21,2018 , EXPIRES:March 21,2018 ''�'aadP BardedTlruBudgetNo�rySenicee i?a{deEllwBudgetNodryServlxs **************************** ******************************************************************************* a APPROVED BY v3 YI ' Plans Examiner Zoning r Structural Review Clerk (Revised02/24/2014) � i E Folio: 11-3205-031-0040 Sub-Division: MIAMI SHORES BAY PARK EST REPLAT OF TR C E Property Address , 1450 NE 103 ST Miami Shores, FL 33138-2626 Owner VIKTORINEX LLC i Mailing Address 1931 CORDOVE RD STE 188 , FORT LAUDERDALE, FL 33316 i PA Primary Zone 1300 SGL FAMILY - 2801-3000 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT r ' Beds / Baths / Half 4 /4 / 0 e Floors 1 Living Units 1 # i f t Actual Area 4,442 Sq.Ft t 1 ` Living Area 3,145 Sq.Ft i , Adjusted Area 3,519 Sq.Ft s Lot Size 29,086.95 Sq.Ft Year Built 1958 ' , Detail by Entity Name Page 1 of 2 forida Department of State Dreisiou or Co2Pora:,r€::,Ns t ; /hI:111' 0 t .org t' ' Department of State / Division of Corporations / Search Records / Detail By Document Number I I Detail by Entity Name Florida Limited Liability Company CV—IKTORINEX-, LLC- Filing Information It Document Number L06000056621 t FEI/EIN Number NONE Date Filed 05/30/2006 State FL Status ACTIVE Last Event LC AMENDMENT Event Date Filed 03/07/2016 Event Effective Date NONE Principal Address 6538 COLLINS AVE,#242 MIAMI BEACH, FL 33141 Changed: 04/14/2017 Mailing Address 6538 COLLINS AVE,#242 MIAMI BEACH, FL 33141 Changed: 04/14/2017 Registered Agent Name&Address L M I ROVA-PETRA 1-72 1931 Cordova Road Suite 188 Fort Lauderdale, FL 33316 Name Changed: 04/17/2015 + Address Changed:04/30/2014 Authorized Person(s)Detail Name&Address Title MGRM i MIROVA, PETRA http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity...i 7/13/2017 ESNORS G Miamishores Village N ri Building DepartmentOf ..... 10050 N.E.2nd Avenue Miami Shores, Florida 33138 r.'��NT� o�� Tel: (305) 795.2204 FLORIDA i Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope-of work involving the removal,changing and/or replacement of any type of windows, doors, sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide , by the requirements of this department and comply with the following statement: 1 Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc. Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Qualifier/Owner Signature Date Print Name ---' A1=1 1 Cl t 9 MIAMI•Di4DE W. O FLORIDA P NTR SECTION DEPARTIt4ENT OF REGULATORY AND ECONOLNIIC RESOURCES(RER) r 1 $ 5 26 St r ,Room 208 BOARD AND CODE ADMINISTRATION DIVISION 6} 6 5-2$99 NOTICE OF ACCEPTANCE NOA 11 d econom Eco Window Systems,LLC 911.4 NW 106 Street Miami,F1.33178 ,.SCOPE: This,NOA is being issued under the applicable rules and regulations governing the.use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the-right to revoke this acceptance, if it is determined by Miami--Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. RECEIVED This product is approved as described herein, and has been designed to comply with,the Florida Building Code,including the High Velocity Hurricane Zone. •0 0*0• ,UL DESCRIPTION 13 W `Fries Guard Clipped"Aluminum Tube Mullion.--L.M.�'r APPROVAL DOCUTMENT: Drawing No. M14-01, Series titled "Aluminum Tfibt:lt Ilion", shUts 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by A1—,Farooq:••••• Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami—Dade�QilPro$f&.Centrol Section Approval stamp with the Notice of Acceptance number and Approval date Jv.the Miami—.Dade.. County Product Control Section. ••'••' '••'•: •••••• • MISSILE IMPACT RATIN`Large and Small lYlissile 1inpoct Resistant ;••;•; •. LABELING: Each unit shall bear a permanent label with the manufacturer's ngme pr logo;City;State,, series, and following statement: "Miami—Dade County Product Control Approved'*.twtlels otha"se 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 NbA.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 entireNOA shall be'provided to the"ifser". iy'the manufacturer or its 9 distributors and shall be available for inspection at the job site at the re uest of the Building Official. This NOA'consists of tl" t �/l r !ce pages —1.and E-2,as-tve as approval documenf mentioned above. .r The submitted documer tation 3yaq myV a E. APPROVED BY DATE y,I9B�! n RJB � , OA,No,.14--0529.16 MIAMPDADECOUNTY ZONING FP ' Expiration Date Qctober.23,_2.©19 o . r t'� UT; 1 Approval Date: October 23,2014 BLDG DEPT 1 Page 1 SUBJECT i O CCN1PUANCE WrrH ALL 6E AL I, STATE ANS C( I-jN)'e rRUL.-S AMD REGULATIONS f Eco Windoii Systems,LLC r NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED l t 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- 4 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-tip 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 i .... along with marked-up drawings and installation diagram of a clipped!Awiiinunr...... mullion at a fixed window/a single hung window,prepared by iq-t r4ane Engjngering •; & Testing, Inc., Test Reports No.'s HETI-08-2192B and HET1'08-21660, boty a 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 poi;Fk TAS 101-94 ••• 3) Water Resistance Test,per FBC,TAS 202-94 4) Forced Entry Test,per FBC 2411.3.2.1,an(;rA9 Z02 --94 ' • along with marked-up drawings and installation diagram of a plipped9alttminum• . mullion single hung window, prepared by Hurricane Engineering.&Testings Inch Test:" Report No.,HETI-08-2166A, dated 01/15/09, signed and sealed by Candido P*Font, P.E. C., CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 201.0 and FBC Stn Edition (2011), prepared by Al-Farooq Cor)oration, dated 05/0'5/14, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). i E. MATERIAL CERTIFICATIONS 1. None. Jaime D.Gascon,P.E. " Product Control Section Supervisor NOA No. 14-0529.16 Expiration Date: Octbber 23,2019 Approval pate: October 23,2014 E--1 k 1 . � 1 Eco Window Systems, LLC r NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I F. STATEMENTS 1 1. Statement letter of no financial interest, conformance to and complying with FBC-2010 and FBC 5"' Edition (2014), issued by A1—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 iinder 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, HETI48-2192B, 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. , . . . . ...... 1 t S 1 Jaime D.Gascon;—P.E. Product Control Section Supervisor NOA No.14-0529.16 Expiration Date: October 23,2019 Approval Date: October 23,2014 E-2 1 f ro j0' --------- a (� fill 11 R{ _-""� k I IF i i 13 lift { { y g 4A00 p U IFIL-�.��1 { _r r to1.000 Izq IT WINDOW ITY-PICAL WINWW FRAME 6.000 it I s TIz_� TUBULAR SHAPES p - - MULLION SYSTEM IS RATEO FOR LARGE MISSILE IMPACT. - --•-•••2.000-----�I ALLOY- 6063-T6 - J 0 AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPitOVED j IMPACT AND NON-IMPACT RESISTANT PRODUCTS. Lu RECTANGULAR ALUMINUM TUBE MULLIONS U CO AINI)tcHORIZ)t _ICA monYO a USING MULLION PROPERTIES ONLY O o n SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING NOTES; Z_ $ z THPRODUCT HAS BEEN nESK:NED AND TESTED TO COMPLY WITH THE I � S REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING MGH VELOCITY HURRICME ZONE(HYNZ}, �J O a iU' w ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE W aN APPLICABLE BUILDING CODE REOUIREMENTS I.E:WIND LORD, WATER INFTLTRATIM FORCED ENTRY RESISTANCE,SV'EGUMOS ETC. WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO SHE STRUCTURE. ANCHORS WALL BE AS USTED.SPACED AS SHOWN ON DETAILS.EMBEDMENT I TO BASE MATERIAL SHALL BE BEYOND WALL COVERING(STUCCO,TITLE ETC.). ANCHORING CONDITIONS OTHER THAN.THOSE SHOWN IN THESE DETAILS c� ' ARE NOT PMT OF THIS APPRDYAL. .. A LOAD DURATION INCREASE IS USED W DESIGN OF ANCHORS INTO WOOD ONLY. °� N MATERIALS WCLUOIND BUT NOT UVREO TO STEEVMETN.SCREWS,THAT COME INTO CONTACT WITH OTHER 05SR4IAR MATERIALS SHALL MEET THE REQUIREMENTS ,. OF THE FLORA SAG.ODDF_ INSTRUCTIONS: e, USE CHARTS AND GRAPHS AS FOLLOWS. •• ••• • • • •• �j i STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 • • •• • • • • • cor FOR PARTICULAR OPENING. • •• • • • • ••• • — -7 USE MIAMI-RADE COUNTY APPROVED GLAZING PRODUCTS • • • •' • • • • • v (;_ STEP 2 •• ••• •• • • • •• Eoy,.ravAo AEINu r i MEETING ABOVE LOAD REQUIRFUAENiS. STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT CML APPROVAL. FLA.PE?]3582 'C' USING CHARTS ON SHEET 3 SELECT MULLION SIZE MAIM CAN.]636 STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFWD • •••_ •. ..•••APPnnrirYraoy tyj E,aiTfN Fkr - - _ S gs IN STEP T ABOVE. • • • • • i uredo H `iq(! 1 .^,fy�., v A $ .. 7 USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS •• i • •• i TINY; 1�FVY; :3 "fl. erowin no. STEP 5 ON SHEET 4.SELECT ANCHOR TYPE WITH DESIGN RATING ••• •• ••• ••k wu ii r•ae:uf 9 MORE THAN 11-C DESIGN LOADS SPECIFIED IN STEP T ABOVE. r M14-01....... -..__.....w... .....^r "'� sheet of 9 r ••• • • • 000 0 0 r - 1.000 -� i.OW I^- �__...2.060 tt--125: 2000 ".125 J75 ._.�...�_.........._e_...�.t.. .I.....j.12S —�- _[.250 .11Y7f - 7.000 �_.......... ._.._........_... r......{�.125 -.725 .375 h.. tgj P {— I .125 -.,25 L g 4,000 - .125 4.000 a 4.000 .. 3.000 3.000 ..125 f� 6.000 6.000 6 81 T � � Ix .9502 w\4 Ix 2.0374 Iv\4 Ix1.538 w\4 Ix -3.1878 n+\4 Ix = 2.9762 w\4 SX- .6335 IN\3 Sx x. I.Of87 w\3 S. 1.0254 e7\3 Sx 1,5839 W\3 SX - 1.4881 14\3 =qj 1 X3 1 X4 1 X3 1 X4 2 X 4 STD. MULLION R M�l1LLQN CUSTOM MULLION CUSTOS,A{ULUO�1 ----_- 6063-T6 6063-T6 6063-T6 6063-t6 6063-To i H ' U � Ix 8.2757 tH\4 Ix = 15.2031 ulµ In SX 2.7586 w\3 1 Sx = 5.0677 111\3 O 2 X 6 2 X 6 STD. MULLION jjyyl MUIQ(� (� 6063-'16 6063-T6 W tat tY Q.- z.Z 0�.� ................ .716 1---------------------- 125 2.,25 125 2125 -.f 25 TYP. TYP. Appmn�nl cuvzUlying 4ci61 the YfothLllhrifA' 2.000 DNc__ O.iV L w .__ 5.500-._.__.___._.___...._.._ 1/2 •• ••• • • • • • '00 q�jID • NOTCH • • • • • c 1 COTIONAt.• • • 41�� • .................._.. • • • •Mw. • �w EW.JAVAD MMM °. cw " TtA PC(70592 c 1/2' C.A.N. MIN.1/2 MIK • • • • • • • • • • • • • �' SSiy "•; •• •• • •• •• • •• • • " ;`J ZQi'8 M�{owing no. ••• • 0•0 • ••• • IY114-01 ANGLE CLIP M(�LLfO�$ P MULLION Cttp J 6063-F6 6063--T6 6063-d8 sheet 2 of 9 ••• • • • ••• • • x DESIGN LOAD CAPACITY - FSP(TUBE MULUONS) DEMON LOAD CAPACITY - PEP(TUBE MULUONE) DRSIGN LOAD CAPACITY- PSF(TUBE MULIJONS) 4 ii WINDOW DWS. t X 3 1 X4 1 X3 1 X 4 2 X 4 2X6 2 X 6 WINDOW DIMS. I X 3 1 X4 1 X 3 1 X4 2 X 4 2X8 2 X 6 ftFND6W DIMS. 1 X3 1 X4 1 X3 1 X4 2X.4 2 X 8 2 X 6 WIDTH(W)WJLL SPAN STD. STD, CUSTOM CUSTOM STD. M. HEAVY woI8(W) MULL SPAN STD. BTO. Ctf9TOM CU TOM STD. STD. ITRAVY W97T14 M19ULL SPAN STD. STD. CUSTOM CUSTOM STD, STD. HRAYY 19-t/8' 120.0 120.0 120.0 120;0 120.0,,.,.120.0,,...,..124:0 19-1/8" 74.8 120.0 11 .0 120.0 120.0 !2010 120.0 19-i/8' - - 59.3 55.3 120.0 120.0 O / __._..._-.11.11-.._..........._..........................1111...1111.. 1111 ._...._� ._.._..._..._..__.___. z 26-! T' 121L0 120.0 120.0 !2010 220.0 120.0 120.0 26-i 2' ti 4 71 26-1 2' - - -- 39.9 53.8 5. 8. 120.0 120.0 120.0 120.0 / 42.E 11141 120.0 p _ _........._........._....__..._. --------______._________.1111_-1111_. ___.._...__._._____________ _________ 1111__ �_ _.._._............ r 30' 170.0 120.0 120.0 120.0 120.0 120.0 120.0 JD' 47.5 101.9 76.9 120.0 120.0 120.0 120.0 30" -• •- - 37.8 35.3 98.1 120.0 !� .........-...............I............_...__.....,.,._"-"'"___.........__...._._._......._____1111-1111__. ""1111_..._..___....._.................1111__... ...__.._.,,,_.,._._....,..... .11""11___ .___._..,_ -._._.._..._. ___._.........__..__..._.................____.,....................--- 37" .....--37" 1204 120.0 120,0 121710 120.0 120.0 120.0 37' 38.5 82.6 62.4 120,0 120.0 120.0 120.0 JT - - - 30.6 28.6 79.5 120.0 .........................................I.....................1111....-......__._...__._............................................I... ......._......,................_...._........_.......__ .� 42' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 4V 33.9 72.8 55.0 113.9 106.4 220.0 120.0 42' - - - 27,0 25,2 70.1 120.0 48" 38-3/8" .120.0,,,,,,,120.0,,,,,,,120,0 120.0 120.0 120.0 120.0 48' 74-1/4' 29.2 63.7 48.1 997 93.1 120.0 120.0 48' 120" - - 23.6 22.0 61,3 112.6 �Q ............._......_.............._......................._._._.._.11.11` _..__.._.._.... _ ...._........_..__.._.___...._.._.-..._ .._`___.............._..,..__....____._......_..___._. 54' !2041 120.0 120.0 120..0 120.0 IT0.0 120.0 54' 25.4 55.8 42.7 88.6 82.7 121.0 120.0 54' - - - 21.0 54.5 100.1 n a 60' 120.0 120.0 120.0 120.0 120.0 120.0 1 120.0 80' 23.8 51.0 1 38.5 79.7 74,4 120.0 120.0 60" - - -......._ ,W^, ,,,,,,,,,,,,,-_�-494 90.1 �_. .-.._..._. _.,._____.____._._. 1111_... _ 112.5 120.0 120.0 120.0 720.0 720.0 120.0 21.6 46.3 35.0 7.5 67.7 120.0 12).0 - - - - 44.6 81.9 72' 103,2 120.0 120.0 120.0 120.0 120.0 120.0 72' - 42,5 32.1 66.5 62.0 120.0 120.0 72' - - - - - 40.9 75.1 Q If 120.0 120.0 120.0 120.0 120.0 120.0 1204 19-1/8" 51.5 110.4 83.4 _120.0 120.0 120.0 120.0 19-1/8' - - - 445 41.6 115.6 720.0 .._........__.______......____....._._____........_._....__..._....._.........._...._....._ 1111.. ....�_...._......_...__ -.. ..............................__ __.......___......................__.__.._...,..._...... -_.____," 26-1/2' 720.0 120.0 120.0 720.0 120.0 120.0 !2010 26-1/2' J7.2 79.7 60.2 120.0 ti6.< 720.0 120.Q 28-t/2` » - - 32.7 30.0 83.4 120.0 iL 30' A 120:0 120.0 120.0 120.0 120.0 120.0 120.0 30' 32.8 70.4 53.1 110.2 102.8 120.0 120.0 M. 28.4 265 7117 120.0 � 71 yj s ..__...._...._..____11-.11. 1111 11.11__ _. 3 37' 120.0 120.0 !20.0 120.0 120.0 120.0 120.0 37" 26.6 57.1 43.1 $9.3 83.4' 120.0 120.0 37' - - - 23.0 21.5 59.8 109.8 Q y{ ..._..____.............._............................................................__......._11_11____.-... ......_..._..........._.___..__...:._...__ __'._____'"1111.-_...............__...._._-__- __._....---.1__......-..» -..._...._............._...........................--,1111_ F 42" 120.0 170,0 120.0 120.0 120.0 120.0 120.0 42' 23.4 50.3 JSA 78.7 73.5 120.0 220.0 42" - » - 20.3 - 52.6 98.7 _____.... ................_..............__.-...�._--'1111__... .-.._._..._ __.._._.._._.............__.__._____....___..____........._._,_,..,.._.._.....,........._,....._....__._.._ .._._.........._...._._......,........,......_......_..� . 1..._...................._;:.".W..7 46' 42• 120,0 120.0 120.0 120.0 120.0 120.0 120.0 48' 84' 21.5 44.0 33.2 68.8 64.3 120.0 120.0 40` 132' - - - _ 48.1 84.8 1111._ _....,.. .. 11.11.. 4' 114.8 1204 120.0 120.0 120.0 120.0 120.0 1 1 1 - - - - - 4 7. 5 54" - 39. 295 6.2 57. 120.tl 720.0 54' 0.9 52 Cj N 60` 103.3 220.0 220.0 120.0 120.0 12(!.0 120.0 80' - 35.2 26.8 55.1 $t.4 112.8 120.0 60' - - - - 368 67.7 .................... ......_.....__..._______1111_. .....................................................................................................................................0......... ....................................................._ t Be 94.0 120.0 120,0 120.0 120.0 120.0 120.0 66" - 32.0 24.2 50.1 46.7 102.4 120.0 Be - - - - - 33.5 61.5 Z 72' $6.1 120.0 720.0 120.0 -120.0 120.0 120.0 I. - 29.3 22.1 45.9 428 93.8 120.0 72' » •• - - 30.7 56.4 - Eh 19-1/8' 120.0 .520.0 T20A 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 19-t/8' - - - 34.3 32.0 89.0 120.0 7! _.�..__....._...._.__..,.,...-.._ --_,L .- '---.-.............._................-........_..._........__....__ 26-1/2' 120.0 120.0 120.0 120.0 f20.0 120.0 1209 26-t/2' "24.9 53.4 40.3 835 78.0 120.0 1204 26-1/2' - r 24.8 23.1 64.3 11&0 -n _ ._ ._......_.__........._............_.. _..�__ 1111.___.......__ 30" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 22.0 47.2 35.6 73.8 68.9 120.0 120.0 30" �- - - 21,9 20.4 56.8 104.3 W rw ................_.__..... --1 --,-............................................._...__-- ....._..._ 1111. 1111____ _._...._. 1111..__............_.... 37' 115.3 120.0 120.0 120.0 120.0 120.0 120.0 37• - 3&2 28.9 59.8 55.9 120.0 120.0 57" - - - - - 46.0 84.5 m � _._.�m.-1111..-.�._..... ._�...� - 42' 701.6 120.0 120.0 120.0 120.0' !20.0 120.0 42' - 33.7 25.4 $2.7 ? 49.2 120.0 120.0 42' - - - - - 40.5 74.5 1- 3 a __.........._............_....................._......._...,...._........... ...........__. 48' SO-5 88.9 . 120.0 120.0 120.0 120.0 120.0 120.0 48' 96` ........ __9;5.._...22.3 46.1 43.1 707.0 120..0 48" 144' _ _ _' _. �......_y5 ..........65.2 1111 O o"1 �" ...__.. ..._.....W..__.__..._._W___._._...__.. _11.11.0. 1111 - - _ � p� r 54` 79.0 120.0 520.0 720,0 120.0 120.0 120.0 54' - 26.2- -- 41.0 3&3 95.8 120.0 54" 3L5 57.9 Z Z ,� ,_._..._...._..................._....,.... _ 110• 71.1 114.5 116.2 120.0 120.0 120.0 120.0 60' - 23.0 - 36.9 .. .14.4 86.2 120.0 60" - •- -• - - 28.4 52.1 � .-1 111................................._._..:__. __._..z.._._._ � � 'S 2§^ 66' 64.7 104.1 104.7 120.0 120.0 120.0 720.0 80• ,,,,,,,,,,,,,21,.4,,,,,,,,,, 33.5 _31.3 78.4 120.0 66" » - - - 25.8 47.4 J O 72' 59.3 95.4 96.0 120.0 120.0 12041 120.0 M' - - -- 301 28.7 71.8 120.0 72' - - - - - 23.7 43.4 Q w e 19-t/8` 120.0 120.0 120.0 170.0 120.0 120.0 120.0 19-1/8', - - - 81.3 75.9 120.0 120.0 �3 ............._..........................11.11- 1111. _........ 28-1/7' 88,i 120.0 220.0 120.0 120.0 12).0 120A 26-i/2' - - - - 56.7 54.8 120.0 1200. --..___........_______.___ ..._,_-„._.. __....__...... _--_1111____�......._.._.._.11.11..___._._.--w._ 11.11....-1111... T}yO��B�E INSCRIBED -HORIZOtR11. LION �- 3(1' 77.8 120.0 120.0 720.0 120.0 120.0 120.0 30' - - - 51.8 49.4 120.0 120.0 INSIDE I UILAR SNAP __........_. --.._.._...........____.................___.................._................_...................................... 37' 63.1 119.9 102.! 120.0 120.0 120.0 120.0 37` - - - 42.0 39.2 109.1 120.04 , - --1111_. _1111_ ._..- 1111_-...y, ` `\/ 42" 55.8 105.8 90.0 320.0 220.0 120.0 120.0 42' - - -- 37.0 34.6 Bit 120. �___....__ CAA294C 48" B3" 48.6 92.4 78.7 120.0 120.0 120.0 120.0 48' 108" - - 32.4 30.2 84.1 TWO DUCT ..._.._............_.._..,....__.. �.._..VERTICAL �_`� ,.........._. 54' 43.7 $2.2 7041 120.0 1200. 1200. 120.0 54' - - 28.8 2&8 74.7 0.0 MIALWN _25,9 120.0 25.9 24.2 87.3 120.0 _ 88` 35.4 87.2 97.5 10511 98.2 !2010 120.0 ti$' - - - 23.6 22.0 61.2 12.3 CIAT€HO GtA21NC ......................................................................._._._._._....___.._ 1111__. PRODUCT PRODUCT M' 32.4 61,8 52,5 96.4 90.0 120.0 120.6 72' -- - 21.6 20.2 SG.t 03.0 S I n ALL LOADS ARE EXT.(+)/INT.(-). � • • • • • • • • • Wf� -(; W2 MULLION SPAN � - MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED • •• • • • • ••• • �_ "' VERTICALLY OR HORIZONTALLY. • • ' ' • • • ` �� _ •• ••• •• • • • •• (INTERPOLATION BETWEEN WIDTHS ALLOWED) Enyr: LWkt-b TYPICAL MULLION ARRANGEMENTS .... ................ ciA.PE(70592 3 0 Wi +Wz CA..14.3538' I _ ,---r � A • • • • Fbnid 11 7�-, 'FC 11x1 � �.._a •_�- • r�ol�!l �' M. �J z 14 drewi no. M4-LL�bN :- M14-01 5 • • • • • • • • • • 4 DESIGN IAAD CAPACITY -PSF DESIGN LOAD CAPACITY- PSF DESIGN LOAD CAPACITY - PSP - V , WINDOW Dias, ANCHORS TYPE WINDOW DIIIS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE o WIDTH(w)MULL SPAN A2 A4 AD B2 B4arB4 WIDTH(w)MULL SPAN A2 A4 AS B2 Boa" B4b WIDTH(W)MULL SPAN A2 A4' A@ B2 B4e B4b 1 19-7/8 1200 120.0 120.0 IMO 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 !% ........ _______ _- _. ..............._...._.........�_ ..______._ _.._.._.. __'_"'.___.' - _..__.................. '26-1/2' 120.0 120.0 120.0 120.0 120.0 26-#/2" 114.2 1200 120.0 73.2 105.4 120.0 2d-i/2" 70.6 120.0 120.0 453 65.2 90.6 rfzi �......_......._......... ...._._....._.�__.__.. ______.___________ .___�__...�_....___............_...__.�..._._. 1. 120.0 120.0 120.0 120.0 120.0 30' 100.8 120.0 120.0` 84.6 93.1 f20.0 30` 82.4 t08.8 120.0 {Q.0 $7,6 80.Q '-'• ............. _...__�_ ---...__... _.............. ._�___.._......_...............________..___...........__........_.._._..__.. _ _..,.,_....,_._ 37" 120.0 120.0 120.0 101.4 120.0 37" 81.6 120.0, 120.0 52.4 75.5 104.8 .37" 50.6 88.2 1204 32.4 46.7 64.9 2 --............_. ............................................................ ........__._.__._ 42` 120.0 1204 120.0 893 120.0 42` 72.0 120.0 120.0 46.2 66.5 92.4 42' 44.6 77.7 116.6 28.8 41.1 52.1 Q _......._.... __.. ...._...........................28............._ 7. a � 48" 3E-3/8' 120.0 „1200 126_0 _ 78.2 112.6W, 48" 74-I/4' 630 f09.9 120.0 404 5&2 BO.B 48' 120" 39.0 680 102.0 25.0 38.0 50.0 ................................09........,.. .................................._...........__..__-__. a. 54" 108.4 1204 120. 695 100.1 1200 54" 56.0 97.7 120.0 35.9 51.7 71.8 54" 34.7 60.4 90.7 22.2 32.0 44.4 80 97.6 720.0 120.0 625 90.1 120.0 60' 50.4 87.4 720.0 323 46.5 84.6 60" 31.2 54.4 81.6 2DA 2&8 40.0 $ qp t 86" f120M ,-720.0, ,••120.0•,•.,,,,•••569 81•,9 ;,, f 1J.7 68' 459„ 78.9 179.9 29.4 42.3 5&8 88` - 28.4 49.5, 74.2 -��-_�� 72' 120.0 120.0 52.1 75.0 104.2 72' 42.0 73.3 109.9 26.9 36.8 53.9 72" 26.0 45.3 65.0 - 24.tl 33.3 19-1/6" 120.0 120.0 120.0 120.0 1200 19-1/8' „120.0 t20,O 120.0 89.6 120.0 1200 19-1/E` 89.0 120.0 170.0 57M 82.1 114.1 0�1p•' ._........._...._.-_......._............._..___.... __._................26-t/2' 120.0 120.0120.0 120.0 120.0 26-1/2` 100.9 120.0 120. 64.7 93.2 120.0 26-1/2' 64.2 112.0 120.0 41.2 59.3 82.3. .e_ .._....30" 120.0 120.0 114.3. 120.0 120.0 30 891 120.0 120.0 57.1 82.3 114.3 30" $6.7 9&9 120.0 36.4 52.4 72.737' 1200 120.0 92.7 120.0 120.0 37' 723 120.0 120.0 4&3 66.7 92.7 37' 46.0 80.2 120.0 205 42.5 59.0_...... _.............__.....________ �............ .___..__......__._._........_......................_42' 120.0 120.0 81.6 117.6 120.0 42' 63.7 111.0 120.0 40.8 58.8 81.6 42' 40.5 70.6 ID8.0 280 37.4 51.9 48' 42' it1.4 120.0 120.0 71.4 102.9 120.0 •48" @y 55.7 47,1 . 720.0 35.7 5i,4 71.4 46" 732" •35.5 619 92.7 - 22.7 32.7 45.5 L----- - ..�..................__......._. ._ _ ...- ._. r,.... 54' 89.0 120.0 120.0 53.5 91.4 120.0 54' 49.5 1 86.3 120.0 31.7 45.7 63.5 54' 31.5 54.9 82.4 20.2 29.1 40.4 y 89.1,,,,,,,,,_.120.0,,,,,,,120Aw 57.( ,,,82.3 114.3 60` 44.fi 77.7 118.8 28.8 41.1 57.1 db" 2&d 49.5 74.2 - 26.2 3&4 c J 66` 81.0 120.0 120.0 57.4 74.8 103.9 66' d0.5 70.6 106.0 .26.0 37.4 51.9 611" 25.E 45.0 ,67.4 . 239 33.1 e in J .'_'------ ..........._ __ F 72' 743. 120.0 120.0 47.6 68.6 95.2 7?." 37.1 649 97.1 23.8 34.3 42.6 72' 23.6 4L2 619 -• 21.@ 30.3 O t9-1 6` i 120 12.0 1 D.0 1 .0 1 19-i 8" f -1 200 A 0 2 20 200 Z0.0 120.0 120.0 7&4 172.9 12.0 19-1 8' / / 0 / 81.6 120.0 120.0 52.3 75.3 704.6 j 28-1/2" 1200 720.0 720.0 107.3 120.0 120.0 26-1/2' E&3 120.0 120.0 66.6 81.5 113.2 26-1/2' 56.9 102.6 120.0 37.7 54.3 75.5 ............ ...._._.................__.... ..............__..._. .. .-_._......._......._........._........ 2 30' 120.0 _120_0 12&0 94.6 120.0- -120.0 30` 780 120.0 120.0 50.0 72.0 100.0 30` 520 90.7 720.0 3J3 480 fi&7 j .... ._.......................___....._................._........._........._...._...__._......._....._ _....._. .......... .. ._.........__.......__.. 37" 119.9 720.0 120-0 76.4 110.7 120.0 37` 63.2 1103 _1200 40.5 58.4 81.1 37" 42.2 73.5 110.3 27.0 38.9 54.1 ED a0 42" 105.7 120.0 120.0 67.7 97.5 120.0 42' 55.7 97.7 120.0 35.J SIA Tt.4 42' 37.1 64.8 97.1 23.E 34.3 _q.6 48" 50-5/8" 92.4 120.0 120.0 59.3 85,3 lie's 48" 96` ,„489 : 85_0 120.0 _31.3 45.0 82.5 48" 144" 315 5&7 85.0 209 30.0 d7.7 °Q p M n .._._..._______....._........_.. __.._.•..................._._.�_.... 54" 62.2 120.0 720.0 52.7 75.9 105.3 54" 43.3 25.6 1133 27.8 40.0 55.6 54" 2&4 ,,,50.4 75,6 - 28.7 37.0 Z Z iu 80" _74.0 120.0 126.0 47.4 68.3 94.8 110' 39.0 68.6 102.0 2&0 38.0 50.6 80" 260 {5.3 88.Q ___- 24.0 33.3 - _ G6' 67.2 117.2 120.0 43.1 82.# 86.2 66" 35S 61.8 92.2 22.7 32J 45.5 86" 23.6 71:41 2 ,,,,,,,,,81„B,,.,,. - 21.6 303 ........____..........___ -------------- .._......_._._.. ....."",'......",,'_ _.__-_"__ 72" 61.6 1075 120.0 39.5 56.9 24.0 72' 32.5 56.7 85.0 20.8 30.0 at.7 72" 21.7 37.8 56,7 - 20.0 27.8 S U�w 19-t/8" 120.0 -120.0 120.0 t 19.5 120.0 120.0 19-1/8' 106.8 #200 120.0 69.7 100.4 120.0 W rn� _...,...0...............__•.-...._.. .._,_..______ __m..._._._e..,.,...._... ...AttCF3ES TO BE INSCRIBED 26-t 120.0 120.0 120.0 #38.3 120.0 120.0 28-1 -- 76.5 120.0 t Z0.0 50.3 72.5 100.8 �' � - CNAN ORS IYPMAL SDE AECTANGUTAR SHAPE 30" If&9 120.0 1200 78.2 109.7 120.0 30" 69.3 120.0 120.0 44.4 64.0 88.9 A}tC1WR5 --____.....__.._......,.,.._.-_........._......_............_. _._.._.__. _........ __ _._ 3T 98.4 120.0 12Q.0 6#.8 89.0 120.0 37' 56.2 96.0 120.0 J&0 51.9 72.1 ., WX I ._.__._..._......................_....................................................._......................._......_._.... 42" 64.9 120.0 120.0 54.4 78.4 10&8 42' 49.5 86.3 120.0 31.7' 45.7 63.5 q-� M. LWN GLAZING 48" 63" 74.3 320.0 120.0 47.6 68.6 95.2 48" 108" 43.3 75.6 113.3 27.8 400 55.6VERTICAL ii' P1106LiCT 54" 6&0 115.1 120.0 42.3 61.0 84.7 54" 38.5 6Y.2 400.2 24.7 39.6 44.4LWL110N - c I Tip" 59.4 103.6 120.0 3&1 54.9 78.2 60' 34.7 60.4 90.7 22.2 _32.0 44.4 d !JlCFgR 66" 54.0 94.2_ 120.0_ 34.6 40.9 "69.3 66" 315 54.9 82.4W 20.2 29,1 40.4 GLAZING PRt INC �7 N v 72'. 49.5 66.3 _120.0 31.7 45.7 63.5 72` 289 50.4 75.6 - 26.7 37.0 S GlA2RVG GLAZMG rOVAL ALL LOADS ARE EXT.(+)/INT.(-). - PRODLIGT PRODUCT ANCHORS q _� ..._. Mm. � •• ••• • • • • • •• A14C1•WRS "- w a • • • • • • • • • L ............._MULUON SPAN _..... ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER • • •• • • • • • LOCATIONS AT HEAD, SILL OR JAMB ENDS. • •• • • • • ••• • . • • • • • • • • • TYPICAL MULLION ARRANGEMENTS �" 1( FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. •• 000 •' • • • •• w1 + w2 _ Engi:34vAa AHUAD d j (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) WIDTH (W) = 2 - ru PES 70592 .__......................................... CJ1.N.7536 Aysawvedmonw,dyin3 ni67 Yw i �. }• 0_000 9*01401itinfit thm -_ •'"`..•__....._+..._..._.• • A4Nh• IL'nxiRiS lx jl� '` 11 3 drawing no. -01 _.....-___.....__a ` sheet 4 at 9_ • • • ••• • • • • • � W TYPICAL ANCHORS TYPICAL ANCHORS �.. )O 2 PER CLOP(1 ON EACH WINC)- 1 PER ANGLE ................._.. < �\ zIt\ ZZ3 \� \ \ N2XtETE T r O fes+ 9 i i it (� n' �+ t_.-.__.______J G U �' XALU22ANGi�" 6 I 1 t t f1MTIPFC CLQ 1 1 1 1 SNUG FIT 1 U. u _ ,�..........._......1..__ 14 SMS i 1 I I - 1-3/4"OX.114 MIN. 1 I 1-3/4'O.C.MIN I I 4 PER CLIP -! 2 PER ANGLE - - a o vi � ` � R ANCHORS TYPE `A2' -•— TYPICAL ANCHORS: W w1 w ANCHOR TYPES SUBSTRATE IMIN,EMBED.MIN.EDGE DIST. m;(n aO 1/4"064.ULTRACON5 8Y•ftCO• CONCRETE 1-3/4' 2-1/2' F=- 3 M m (FU-177 KSI.FY-155 KSt) i 00n .__................_....................... 1/4"OW SELF DS CRS) SCREWS r 3/4, 3 i0^J METAL 1/8` Z�u. '^ IYPiCAL ANCHORS TYPICAL.ANCHORS3 Z m 4 PER CLIP(2 ON EACH-YANC) 2 PER ANGLE_ CONCRETE- f'c-3000 PSI MIN. i R METAL a 1/8'MIN. THK.STEEL Fy a 36 KSI MIN, J p U�w _ 1/8"MIN. THK.ALUMINUM(6083-TS MIN.) �... t Of i COtVLRET_ \ ' OR ANCHORS MAY BE HEX OR FIAT HEAD, r,_•'-•..............-__....1 1 I \ S 1 r ALE S E - -` - v _ - ALL CttPS AiD ANGLES TO f'R SNUG INTO TUBE MULUOtNS. �`- CLIPS OR ANGLES CONNECTED DIRECTt.Y TO MASONRY TO BE PROTECTED 1 p� it WITH ALKALI-RESISTANT COATINGS,SUCH AS BITUMINOUS PAINT OR 0 0 � «• - ',"I� 1''x'''1 ' WATER-WHITE METHACRYLATE LACQUER. 1 i 1 1 1. 11 .__.._...._._...�.. �................._........................___--_- o it I I I 1 FLOATING CLIP t l I t T.2 8' •SNUG FIT INSItF,MULL u U ALUM ANGLE ! I I 1 La14 WS 1 X3/4'C.C.MIN. 1--3/4*O.C.AtIN.'• — — 4 PER CUP 2 PER ANGLE u •• ••• • • • • • •• yo c 5 •• ••• •• • • • •• v M En9r..tAYAD ANMAD y 4 CAS - ApI.-edca dr¢ FILA.PE 70582 h. -. ---- • 0:0- •• • ••Truidn auiAli� A CLAN., b6 AN... _QR$....TYPE A4 • • • • •nu wr" a y } ..___.____.__...._ • •• • •;� '1,r• ,.,;_� MAY lL,.:..),E. t Browing no. 14_01 _ sheet 5__ot 9 • • • ••• • • • • • • • • • • • • • • IYPICAL TYPICAL CHO ' 6 PER CUP(3 ON EACHW NG)... 33 PER ANGLLEE O 'f ORR #ElE U t M Al 5 E ................ tie _..__._.�._ .. p 9 EST F Y i 1 11 i{ • , FLOATWC CLIP I� 1 _2 X 2 X 1/6' g t 1SNUG INSIDE MULL U ALUM ANGLE 014 SMS j j #14 SMS 1-3/46 PER CUP __1 .,{�____1.._ i-334PERCANGLE 6 .L..�....... eds Ro.s.................... i �J ¢ _ Z; ! ED TYPICAL ANCIIORS: j lz ANCHOR TYPES I SUBSTRATE IMIN.EM9ED.MIN.EDGE DIST. 1/4'O!A ULTITACONS 6Y'ELCO' r, + 2. (Fuet77 KSI.Fyn 155 KSI} CONCRETE i-3/4" 2-t/2" �M TYP�r� N.�' 2 TYPE `AFi� O a_ 1/4'1%A.SELF pR0.UNG Sd2EW5 MEfA1 t/6' 3/4' z Z W �__._.._....__...... CONCRETE n Fc a 3000 PSI MIN. j ` } METAL t/6'MIN.TViK.STEEL Fyn 36 KSI MIN- J O�'p 1/6'MIN.INK.ALUMINUM (6063-75 MIN.) Q �. ...... .._...................._..1 ANCHORS MAY BE HEX Oil fi1A7 HEAD. �_ ) ALL CWS MIO ANGLES TO FIE SNUG INTO TUBE.MUU.IONS, CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI-RESISTANT COATINGS,SUCH AS BM MfNOUS PAWN OR WATER-WHITE METHACRYLATE LACQUER. .........._.....__::......................._............._..................._._—......._.............._._._............. ....._..___.__ o E ' 3 0 at • •• ••• •• • • • •• 'w ` Ertgr:.MVAD AFI►ND 1 4 CIVIL FLA.PE/70592 ADI 4f tl�itb0 CAN..3536. s. • • • • • tE1, 61rY •• • • •• • • 14c�� - /•.6i"% ��R drowin no. ' sheet �of g ••• • • • ••• • • _ yrV TYPICAL ANCHORS TYPICAL ANCHORS o 2 PER CLIP(I ON EACH WING) i PER ANGLE` � v- \ a a o sT G ul �, 03 a ry 1 1 i t (1 i A.-...,.._...___....1 I 1 FLOATING CUP 27.2 X 1/8" _ �j pq t i t I SNUG fTT INSIDE MULL 41 U ALUN ANGLE <$ ^ 114 sMs i i /14 SMS i i 0.3 �p& 1-3/4-o.C.MIN. I I S-3/4'Q.C.MIN. 4 PER CUP 1 I 3 �1-I 2 PER ANGLE - t a _ 2 rr ;>> F V V) i o i ANCHORS TYPE `B2' TYPICAL ANCHORS: (w w j ANCHOR TYPES SUBSTRATE LRH.EWBEO.MIN. EDGE DIST. 1/4"DIA.ULTRACON5 BY'ELCO' MASONRY 1 1-3/47 1 2-1/2" (F-177 KSI. FyetSS KSQ WOOD 1-F/2" ��~i" _ .._..._....... ___...__ _....__............................................................................................ 4 Nf h .......................................... - WOOD+" 28Y WQOO BUCKS OR WOOD STRUCTURE s.C. �O.55 MIN. :D MASONRY - C--80 HOLIDW/FILLCO BLOCK fm- 2000 PSI ON. Z EZ 3 uv TYPICAL ANCHORS - TYPICAL ANCHORS !3? 4 PER CLIP(2 ON EACH NANGI 2 PER ANGLE IRY OR 28Y WOOD BUCKS NOT BY ECO WINDOW :7 MUST SUSTAIN LOADS IMPOSED 13Y GLAZING SYSTEM AND TRANSFER J 0 V p THEM 10 BUILDING STRUCTURE. a w a OR ANCHORS MAY BE HEX OR FLAT HEAD. 1 1 I I f I if 1 L-------------J FLOATING CLIP 1, ii �J { SNUG FR INSIDE MU.L u 1.31 ALUM2AFNGLE i I i i 114 SMS i 1 j<14.S. i I �I I-3/4"O.C.MIN.- 1-3/4"O.C.MIN, I ,�, 4 PER CLIP 2 PER ANGLE 4V C• a C ♦ f n CIV JAYAD ARMAD CML A cdva�l AI HiY4W FLA.PE/70542 i _ - , • 000 •-._ ••• t urt la�lnilAi HELY R /� - .� 3/8"MFH. 2 7/8" -- • • • • • f)a1e, 14- iYa: n�IGat. _ ANCHORS TYPE 'H4:�' • • . • laond �/. t� � tY 1Q 4 • • • • • •MJnu( Ooat1 • •• • •• i• �• • / drowmg no. ... ... tl�.,. « �� 0 M14- 1 f i , • • • • • • • • • • TYPICAL ANCHORS IYPICAI ANCHORS �E , ` \ 4 PER CLIP(2 ON EACH WM) 2 PER ANGLE \ \ \ F t: `\ \\ \\ Fl• Y\ � \\ a i u I !� It 801E I I _FLOATUVC CUP 11 I iD 2X2X 1/8' INSIDE MULL W W ALUM ANGLE �'` 014 SMS 1 1 /14 SMS j i 1 BI /4'O.C.M .- I E 1-3/4'O.C.MIN. I I T.ZWX • 6 PER CUP 3 PER ANGLE —_4..._.._.;...___I.— Q yg 21 e] L � s IU) x i o vi TYPICAL ANCHORS: ' ANCHOR TYPES SUBSTRATE MkN.EMSED.IWN,EDGE 1/4'WI.ULTRACONS BY'ELCO' MASONRY 1-3/4' 2-t/Z' t wm �H. I` 4 (Fu-177 M.Fyai55 K51} WOOD 1-1/2' 1` D ��M epv ......._........._._..._....__..__..._..._, t 001" . TYPVCAi. AN ORS TYPF_,�_ b' , WOOD- 28Y WOOD BUCKS OR WOOD STRUCTURE S.C. 0.55 MIN. MASONRY-C-90 HOLLOW/FlLLED BLOCK!'m n 2000 PSI MIN. 7 Z IBY OR 2BY WOOD SUCKS NOT BY ECO WMDOW 2 �>:�- MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER k 0 r w THEM TO BUILDING STRUCTURE. ANCHORS MAY BE HEX OR FEAT HEAD. 0 o I F.1 c al r •• ••• • • • • • •• O'u' a •• ••• •• • • • •• 3 E.9,:JAWD AHMAD APW�^,cd A9 FtA PEf 70542 'S • CAN. 538 ••• •_ _ ••• Flntil�bnild I 3 4 gp �. - - • • • 14t •• • • •• •• • �� drawing MAI l 70 4M14-01 • • • • • • • • • • #14 SMS SEE CHART FOR OL6UNTRIES -TUBE MULLION --- ANCHOR N0.� .. , CF(ART_,SCREWS, t� z /14 FN SEMS �...A4,... 3 a u. .f t/8"NICK AUFM CFihNHEL I t TYPE A6 h IENCIH TO tTT SNUG- I i VVV ENTO MULLION j TUFT£IAULUON 9 j TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY t I It a /14 M SMS ACCESS HOLE SEE CHMNT FOR OVANMIES M i 0 Y � 7 W $ THIS SCREW CAN BE I j 14 FH S#1S F ..I 6 M n INSTALLED IN EITHER-i d I 1 0 +� DIRECTION y�+q i i 2 PER CLP a C2 2 y&S 1 7`O.C.MIN. i 1 1 f Z 3 � t I t I 1 z 3 1--3/4"X 2`X f/B"(FOR 28Y TUBE) S/4'X 2'%�1/8'f'OR(78Y TUB '- ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL 0 11 a METAL TO METAL CONNECTION 2 a 3 . Y i J74 SMS SUBSTRATE Ed. - MIN.EDGE DST.MIN. CL 70 Cl.3PAgNiC ii - , rLLc�A�tuM•�• 5 8' a_ 7 �o N_ Ergr.JAVAD Ai1LGD ,t fXN4 FTA.PE 70592 '8 n �0 cotlN4Yh18 I%*Oil C.AN.'1]39 • ••• • ••• Q dB' , • • • • tNOA t • • • • • • p4 i Y aN�ctr! ` ,drowIN tw. 000 0 Go* M14-01 i' sheet 9 at y S x 1 � ' r MIAMFi�AUE MIAMI-D%DE COUNTY ffolmlilPRODUCT CONTROL SECTION DEPARTM NT OF REGULATORY AND ECONOMIC REISOURCF.S(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2549 NO'T'ICE OF ACCEPTANCE (NqA w�vw.miamldade.t;ovtecanomy Eco Window Systems,LLC 9214 NW 106 Street Medley,FL 33278 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 F. 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[' -55 " Aluminum Fixed Window—§.M.I.j ••••0 . . .... ...... 1 APPROVAL DOCUMENT:Drawing No.W15-14'titled"S-550 Alum.Fixed Wlad4w:(S.Meley",streets •• - 1 through 6 of 6,dated 03/27/15 with Revision"A"dated 06/10/16,prepared by AI4&9r.wt CorlioraTi4l, ••••:• signed and sealed by Javad Ahmad,P.E., bearing the Miami--Dade County Product CtmtM Acceptance • stain with the Notice of Acceptance number and •••••• p p approval date by the Miami—Dade.�a>ltlty 1'roQ�ct,�pntrol• • Section. 0.00 0.00• MISSILE'IMPACT RATING: Small Missile Impact Resistant •• •• •' 0 6 0 0• .. .. .. .. ...... LABELING: Each unit shall bear.a permanent label with the manufacturees,OhrP V logo, city, state, •, model/series, and following statement: "Miami-Dade County Product Control ApAroved", unlelc atierwise6••••• noted herein. • RENEWAL of this NOA shall be considered after a renewal application has been filed and there hac 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 MOA as an endorsement of any product, for sales, advertising or any ether 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-bade 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. j INSPECTION: A co of this entire NOA shall be PY provided to the user by the manufacturer or its i o- distributors and shall be available for inspection at thy:job site at the request of the BuiMing Official. This NOA consists of this page 1 and evidence page&I and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plaseneia,P.F. 1�t �nwae co rm NOA N_.15� � �� ,� Expiratlon Date: ,luni23,2021:7 i pproval nate: June 23,2016 Page 1 F f F r , Eco Window Systems,,LLC NOTICE OF ACCE EVIDENCE SUBMITT>r D A. DRAWINGS 1. Manufacturer's die drawings and sections. { 2. Drawing No.W.15-14,titled"S--550 Alum. Fixed Window. (S.M.1.)",sheets 1 through 6 of 6,dated 03/27/15 With Revision"A."mated 06/10/16,prepared by Al— Farooq Corporation,signed`and sealed by Javad Ahmad,P.E. B. TESTS t 1.. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 , 2)I7niform•Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4) Small Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 24113,2.1,TAS 202-94 along With marked-up drawings and installation diagram of a fixed window,prepared by Fenestration Testing Laboratory Inc.,Test Report No. 8191,dated 03127115 signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test, per FBC;TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TA202-94 3) Water Resistance'fest,per FBC,TAS 202-14 .'. 041000 ••• ••6•:0 4)Small Missile Impact=fest per FBC,TAS 2q�„9.4: 0"o.: 5)Cyclic Wind Pressure Loading per FBC,TAS 211.3.--94 r 6 . . 6)Forced Entry Test,per FBC 24113.2.1,TA�•M2794 :0... 0000 along with marked-up drawings and installation diagram of a catthtent window, 000ee prepared by Fenestration Testing Laboratory,.Inc.,Test.Report Nv:$f 75,del:d6: .0.00. 03/16/15 signed and sealed by Idalmis Ortega,P.E. :00:0: 6 • {2Sub itted under NOA#15-0914.09) 0 •' ..00% 6666.. t . . .6600. C. CALCULATIONS '• ••• 0 • 1. Anchor verification calculations and structural analysis,complying with FBC-2014, 5th edition,prepared by Al Farooq Corporation,dated 08/03/15 and revised on 06/10/16,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM El 300-09 Y ` D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) t E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.14-0916.10 issued to Kuraray America,Inc. for their `;Kuraray Butacite@ PVB Glass Interlayer"dated 06/25/15,expiring on 12/11/16. .forge M.Plasencia,P.E. Product Control Unit Supervisor NOA No:15-0914.04 Expiration bate. June 23,2021 Approval Date; June 23,20.16 E-1 z . Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE.SUBMITTED � a a F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2014, 5th edition,and of no financial interest,dated 08/03/.15,signed and sealed by Javad Ahmad,P.E. G. OTHER 1. None. a j f . f l •••••• •• •••••• • • f •• •• •• •• •••••• 1 • 1 1 { Y / Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.15-0914.09 Expiration bate: Jane 23,2021 Approval Date: June 23,2016 E-2 •• •• • • • •• •• • .-.._......_, p u 42" !^�rU WINDOW WIDTH • • • • • • • • • 34 3/LI" -�• • • • • w • • FALSE MUNTL45 'mm"`Oa.OPG.' StXE a ` • • ••i • e•• • tFAPPLIE AD- ' MAY 5E USED "� _ 8 A , •• • • • •• ••• •• T ea . . a to 00 0 0 000 00 li �r VON N `+ ti 0 ¢ u r M to plE in in 4! it . 0 V p� ......... }Lk»)}� ✓1 - if --n'"' E/� a }� \0 ? - z,Oo .'P Z I�1 MAX ! 6"MAX, !+n 0 M p - SIRRnW sLL CORNERS a, ,�(�.-(�CjAl2p,,,_SEIifES—�yZU ALU.._ l)M W TYPICAL ELEYADM DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE.AS PER y TESTED !' UNITCHARTS SHOWN ON SHEETS 2, APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE - � COMBINATIONS OF FIX./FTX. OR FIXED WITH OTHER GLASS 0.1-0. DIMS. WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING O.L.O. HEIGHT WINDOW HEIGHT - 7.625" MAMI-DADS COUNTY APPROVED MULLIONS IN BETWEEN. D.L.O. WIDTH m WINDOW WIDTH - 7.625' LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. _.. _...__..._..__................._..._..._.� THESE WINDOWS ARE RATED FOR SMALL MISSILE IMPACT. f Ewig$ ,Sl�dEp;p73DE5TEOIS.00;pp1E �'- I- MIAMI-RADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED •o 4�EQWREfutENTS;OF+•TFiEIZDT4 5TH�ETyIT10N}�FEORi04 E FOR INSTALLATIONS UP TO 30 FT.OF GRADE. 2 0 8 CLG'.WQRi6:tUGf31VEL()GLTYsHLiRRIC mots wm . SHUTTERS NOT REOD, FOR INSTALLATIONS ABOVE 30 F[. OF GRADE.__. .......... o _.__�_...:. _....._.......................__.._.._.___.__... .................... _................._. __........... WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRU(,URE. ``�E ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS JUN 10 2016 �` p`� ....... r : EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ORESSINO OR STUCCO., �` }; p"•;°l� ^ w' PRODUCT APPROVED ANCHORING OR IS APP CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL, as ildlog lig wtEh the 17oNds Buildbly Coda t {{ A LOAD DURATION INCREASE IS USED.IN DESIGN OF ANCHORS INTO WOOD ONLY. MOA-No. 15-0914.10 tiPlACS1NON_METAUJC-j" -COMP 51.9LE7 - •.,,�t OF drawing n APProvM Date 06/28(2016 ...... MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT By!"± •'1 DRLL1r'.:' \ . W 15-14 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE Edwam ue on ro ''i is REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE do ADOPTED STANDARDS. / //irS��}AL L+ru ff t� (shegt j oF_L3 i . 111 . 1 • DESIGN LOAD CAPACITY-PSF DESIGN DIAD CAPACTfY-PSP • • • • IMM LOAD CAMCITY• W W � 1TA'DOtr DDQ. "A'Y MASS TYPE'B' M1N•DOR DIM. GLASS TYPE`V' GLASSTYP 'e HI1�tOtt '. 439 P '_ .�B TYPE L. WIDTH(W) F.Wn4(L) EXT.(+) ANT.(-) EXT.(+) INT4-) WIDTH(T/J LENGTH(L} EXt.(+) F OLNT.(-) EXT.(+) wT.(4 • WOTH(W)LENFTH(L} EY.(+) INS(-) OID-T.(4) 1W-4-) �• � n 24" 804 i20A 40.0 . 120.0 _ 24' .90.4 120.0 00.0 - • 19-F 6' 0 -0 •90.0 720.0 -`- - - -"� '- 30" 90.0 120.0 00.0 120.0 3D" 90.0 1200 90.0 120.0 26-f/2' 900 211 90.0 720.0 Q 1111.. .__ .-., 30' 90.0 120.0 90.0 120,0 36' - - 90.0 120.0 32' 90.0 120,0 _90.0 120.0 __ . • }. y F } .......»._....__,.__._1111_ ..._._........._ 72' "......................_.._.. 38-3 -- FF 4r 79.3 1t{S 900 120.0 42' - - 904- .12:0..... 3T" �• 90.0 120.0..... 90.0....._ 120A� y •ff, Q IL s 1111__......_..,........_...........__ ._. {IB" 78.3 it4S 90.0 120.0 48' _ Me _10_7".0 • 54-1 • •88.8• •20.0 090.0 120,0 " Q v _._.�..._. . ....__....__ ..__-_ " o 4 70.3 it<S 90.0 120.0 O4" 704 93,37 • .• • • -3 "-�' g00 120.0 60' - - 90.0 120.0 24' 90.0 120.0 90.0 120,0 • i�-•1�' • • •90.0• 1200 90.0 120.0 63" - .........._90.0...._.._..120.0_... .._.v..._... - 90.0 120.0 • 1�••t/�' • • yf.0• 12-0.0 ••904 120.0 Q ,,•1n .. .•._._..,...120. 0 • 80.0• 4ID� 904 120.0 g 14 98' - - 90.0 120.0 36'" 78' - - 90.0 120.0 24' 90.0 1200 90.0 120.0 42" 120.0 37' 90.0 120.0 90.0 120.0 MIMI � ... MTN ANO LENGTH 09AEN5lONS CAN BE ORIFNTED 0.0 � 30' 90.0 120.0 90.0 "20.0 48"r - 79.6 105.0 33-tf8' - - 74.7 49.6 VERTICALLY OR HORIZONTALLY AS S14"ABOVE. 0. 36' 00.0 120.0 90.0 120.0 24` 90.0 120.0 90.0 4120.04 6Y - - 74,7 09.6 Q __ _ 42° 48" 79.3 114.5 90.0 120.0 30' - - - VO.O 120.0 19-f/a' 90.0 120.0 900 48' t 69.4 L00.2 78.8 103.0 36" 84° - - 90.0 120.0 26-f ..._._._....._.. _____ ._..._...._......_..........__ _.._._....._..._.m____. ..._____ /2' 40.0 720.4 00.0 f20A r 4T 84" € - - 76.8 745.0 42" - - 90.0 120.0 32" 80.0 720.0 90.0 120.0 Q ._................... ..._._._.._..._� _ .... _____....._..� 60" 78.8 1054 48" - 76.8 106.0 31" 83 90.0 120.0 90.0 120.0 ...__v 7818 145.0 24' 90.0 520.0 40.0 120.0 53-1/6' - 71.2 94.9 66, fos.0 31' 9110 30' 90.0 120.6 90.0.__.._.X20.0 .90" ..........-_._..w.. .... 9010._.. 1 0.0.. 2661/2' ._._SDO ....120.0^. 900 24' 8C.0 120.0 80.0 120.0,,,, 36" 80.0 120.0 14-i/8' 90.0 120.0 _90.0 120.0 Boo1111 36' 90.0 120.0 90.0 1204 24" 90.4 720.4 90.0 120.0 3r 74_1/4• ;- - 90.0V 1zo.o � .................._....,.._ .. ._......�...... _._,.................,............. _.......... N _ 42' S4, 793 114.3 90.0 120.0 30" 96" - - �.0 120.0 37' - - 90.0 120.0 tea- W v 49' - 78.8 705.0 36" - - 9010 120.0 53-110" ..• _�- 71.2 94.9 �^ ._ ......._. - _ •Y7 W . 64' - 70.0 83.3 42' - - 90.0 t2f1,0 IS-1/8' DID 120.0 80.0 120.0 x � 70.0 93.3 25-1/2 - - 90.0 120.0 G t~i/�' 70.0 93.3 (-1/8'TEMP.GEMS 3Y 96" _ _ 90.0 120.0 !o"> M' 1_111_ ` __........ ......�._.. O O Ml m T4.D93.3' 90.0 F20.0 s/6"AIR SPACE � 0 a4" 40.0 .,,_720:0..........90.0 120_0 Z < 34' 00.0 120.0 W.0 1 .6� -'4/8"HEAT ST77EN'D.CLASS 3/16'NEAT SIREN-D.CLASS �y , 3Y 90.0 120.0 90.0 120.0 � r$' .090'IntnrEay�r „ .040"interlayer v7 O'�' 42' - -. 90.0 120.0 Butadto PYB BOtaatla PVB U::w J 80' ._ ....111_1_. 48" - 78.8 105.0 BY`Kweray Amerka Ina.' By'Kuroroy Atnerfw,inc.' N i41 rn }-" 54" - - 70.0 93.3 1/Lt".HEAT STREN'D. GLASS 1-3/16'HEAT STREN'D,GLASS `, W" 630 80.0 63' , - 63.0 64.0 SFLICONE SIUCONE ................64.0.-.. 4- 'L' DOW CORNING 699 CARDh%L XL COW CORNING 899 66" -- - 640 64.0 $ �{SPACE 24' 90.0 120.0 00.0 120.0 ST.STEEL Z 3a" -90.0 --120.0 90.0 1204_ 5 g rl PRODUCT APPROVED ; o �, - 3 �1 a•eOmpiYing with tM PIOAda 36" 80.0 120.0 90.0 120.0 , BuRdlrlp Cod• 1111 a 4r 63` - - ao.o 120.0 7 MOA-No. 1S-0914.10 76.6 105.0 7 _ _ Approval Pate 06123/20.16 _ _ 700 930 o 12 60.0 .60.0 24' 904 120.0 90.0 /200 AT 1/4 POINTS SETAING BLOCKS AT __....._...__._ _........_._. 107 1f4 POINTS ON UTES 9 ALL SIZES LAM.CLASS AND WSL&. tAM.GLASS 9 WADER THAN 36'ONLY Q< _._. 30' 00.0 120.0 40.0 120.0 NOTCH CEJZWC BEAU LEG TO CLEAR BLOCKS .011111 H1Ttrr -- 1111. 36` - - 94.4 120.4 GIASS TM 'AA' GLASS TYPE-'TT' �A�t � AN. 42" W - - 804120.0 13/i6"04ERALL INMIL LAM.GLASS 7/18"OVERALL LAM.GLASS ` �••' �� 1 •r 48' "si' �- - 70.0 83.3 �7.11J.�2.._Q.Z'�I.Q� � •� fA 60" - - 63.0 84.0 NOTE: �� FtOMDA•.•' CLASS CAPACITIES ON THIS SHEET ARE JUN 10 2016 if AL�to L___._..........._......._. BASED ON ASTM E1300-09 (3 SEC. OUSTS). 7uEul7,A,�.�' sheel_2_oE_6 .. .. .. . • ••• T+ICAL ANCr•gRS • • . .. . .. ". 1BY SEE ELEV. • • • • • • • • • �+ W'000 BUCK j FOR SPACt1G ME • • •_ • - GIST. py d • -QAD- Ntt D STP VIIIE a EocE o>sT Ecce asr. 1 IONaLuwn • Z a^o SEE sNIM >:P � w cum DIST. of _........__ o a f a = k •. .. ... .. �} aL . . . ' s •• ; • . . 3a p�G0r ( �� " •• �" trtOurN meq' 1 o i 04 - TYPICAL CH ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS -. 2 FORS CING OR sPACM FOR SPACING. �YI _ -- -— TYPICAL ANCHORS: sa cLEv.FoR sPAcmG WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LDARS IMPOSED BY GLAZING SYSTEM 1/4' Obi ULTRACON BY'<yIGO' (f-7T7 KSI.Tym1s5 KSI) AND TRANSFER THEM TO THE. BUILDING STRUCTVRE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1. ... �` _....................._..............,--_.__._........_....._.............................._...._ 1-1/2"MIN, PENETRATION INTO WOOD,.(HEAD/SILL/JAMBS) o (p e -'By-BUCKS 0 CONC. OR`1MASONRY��'� §j W (-711 4`-MIN. EMBED INTO CONCRETE (HEAD/SILL JAMB ) 4 MIN.-EMBED INTO MASONRY-(JAMES)}�� dO„ 'i DIRECTLY INTO CONCRETE OR MASONRY U: 1•-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 0 Qn N ,. -I F .. •, 1-1/4"MIN, EMBED INTO MASONRY (JAMBS) �x- p J 114 SMS OR.SEF OMLLINO SCREWS (CPADE 2 CRS) 3�C INTO METAL STRUCTURES (HEAD/SILL/JAMBS) z , ALUMINUM: 1j8"THK, 1411C (6063-f5 MIN.) v1 U E� STEEL 1/8"THK, MIN. (Fy - 36 KSI MIN.) W rn I STEEL IN CONTACT WITH ALUWNIAI TO BE PLATED OR PAINTED ,$12 sMs OR $E1 I' DRI 1.1_ N_L (,,—•,SCREWS (CRW. 2 CRS) INTO MIAMI-DADS COUNTY APPROVED MULLIONS ALUMINUM: 1/8'THK. MIN. (6063-T5 MIN.) (NO SHIM SPACE) STEEL: 1/8"THK. MIN, (Fy= 36 KSI MIN.) (NO SHIM SPACE) -" (STEEL IN CONTACT M-111 ALUMINUM TO BE MATED LAIR PAINTED) o � 2 TYPICAL EQGE DISTANCE t6Y INTO CONCRETE AND MASONRY - 2-1/2"MfW �^ --- WOOD V" INTO-WOOD STRUCTURE - 1"MIN. � I INTO METAL STRUCTURE = 3/4'WN, WOOD AT HEAD, SILL OR JAMBS SC- 0.55 MtN. o d CONCRETE AT HEM, SILL OR JAMDS Pc - 3000 PS!MW. oI$ Is x C-90 HOLLOW/FiLLED BLOCK AT JAMBS fm 2000 PSI WN. II" 41 the .. ,,... _- ."_: ... e.��;� �` I .. a • ,` "�-.- PRODUCT a APPROVED t oa OA-Ma. I C- 15A814.10 ��u i 1 E�T` • s., i 2 Tv"CAL ANa. TYPICAL ANCHORS Approval Date 06/23/2010 .•.�..W . ..: I SEE ELEV. '" SEE ELEV. ` dro`ng tlNno. •, FOR Smcm ._ EOR SPACM B ��p ,r` .:-_-.. . .. N 10 291 ii '•.FCORIDh :-. n EOCE OLST. Allam • r act oL'�Frn d- • W)J^' q• EocE asr. _—...._.y..,J --'--........_._ _.. �1►AL �� rTlHlt I 111 (,etwet-3 of g� . ... . ... . ... • • • • q�4'MA* • • • 1/4'µVL �r,� • • • { • fl� • • • i/4'MAX._ 'l' .._ m k ��.J • • I ••• • 18Y ••• • t $tdM- SFiDA _ — 2 i4.00U tilKK ' - 4 i �� x TYWC•AL ANCHORS ` 2} E TYPICAL ANCHORS SEE ELEV.- tN d`• -. •• FOR SPACYJC I � • 'i r _�.� • •• • ••• W ...... .. :... 1 1 4- g Q' tl 6 EXTERIOR `. r, SEE ELEV. ANCHORS Q�u......_8.... ... METAL] i ......._ FOR SPACING STRUCTURE ILL OPO. -_.�. WINDOW WIDTH .._._............._.._..._....._.,,., .y_. 0 V) wpa W �( ff CD i-i-. N O_nn a `APPROVED MULLIGH DACOUNTYa� j Z ti S SEPARATE NOA _ u 'SEE ELEV.FOR SPACING Jf O di "r) U W 1 liWrnf r ' F f EX'T'ERIOR _.... WIDTH . ` ��•VCENBF �� h w PRODUCT APPROVED Buildin� FloridaCodewith HwFlorida NOA-N•. 15.0914.10' Approval Date 06/23/2016 i 10 !� drawing rta. �_� W 15-14 Mia / r uc r /(�y�,'F.��A� r t7 ilt A �¢heot 4 oi� f EDGE OtST.� M • •ETAL • .00* • ••• • ••• STRUCIIIRE EDGE • • • •---• r • 1 TYPICAL ANCHORS GIST. • • • A@hMl-BADE- C�`dt�-Y�AE'pR •• .•� SEE ELEV.FOR SPACING • m r I ° TE i7d • a .�n 3 + . .p:\ • • SEE�� y _Et1�,E'•• • .� .... \ ••a • •• O ALT. ®Q O TYPICAL ANCHORSTYPICAL ANCHORSELEV, SEE SEE FOR SPACING FOR SE ACRaG • � J z � � w 11� IS 1/4"MAX @ ( Z 3 1 ..... 5........•.. B ALT. ? 3 z K ^ TYPICAL ANCHORS E a G a p SEE ELM FOR SPACWC [� W TYPICAL ANCHORS SEE ELEV. FOR SPACING w j PRODUCT APPROVED o` as,eomptying with the Florida o BWId4Rg Code .o -- NOA-Ho. 1"914.10 o G Approval ost"e 06123/2016 " 1 a By !+..moi e ! 0) ALT, °< STALLATIUXd DETAILS WITH FLUSH FR"K—APA= 9 2 2e k v NATE OF Browing no. �iFY aNALTti�� Leot_5 of B� .. .. . . . .. .. . . . . ... . . . . ... • • fYEld PART f• tIUAEtTtTY WTSRLtL t1AP7./SUPPlipt/itlLMARY9 � a 2.750---1 • • I t RNJE JANO llpl a • • .. __...�_ .—._._ 8063 Ta �_._____.. tFd .__.........._...�... • • • Y 1604 • 4 .500 ••• : 3 109 �S RECO. 'tLAZWO BED(7/16'LV6.GllSS7_.� Z V AS RE00. B ..FM.,(M5UL.tMl CLASS} 6063-T8 Of F f10 X 1-1/4" 3/CORNER,ASWTki SCREXfS �.f:' .. �.___....._._...�.._.._.._ S$ 3494 5 £203 AS REOD. GLAZING OW0LlLB,ONi01KtER 65 SMLTOPRENE UtiRAEA6 Z 2.570 •• •a.. ..P5.Itta-SS• 2/CW" NER KEY -_......_____._._._._. ._„_......_._...._._. O 0` o .D62 • •T. ......�LBJ50• • 1 [•! ST.SFEEI J CL1S5 SPACER- t/0°t80l1 58.ICONE 1 MNK LOWE TYP. • -- _ __...._........._ •. .. • 8 �EYt-.__•. ..vi�..Y -F'LU"'--xEW.R AWwTER..�...� W83-Te OP7Utvi Q.`GGG '� • •S • -• • MS Wa SEt71N0)BtDC!(,3/16"X 3/4'X 4`LONG EPWt OtlA01AETER 8035 SLiORE A � .719 SF.AIa�N CAP�P g S --_. 1 ALE. JOINTS AND FRAME CONNECTIONS SEALED WITH O O --7.644—i SCHNLE-MOREHEAD SM5504 SEAM SEALER. N a Q FRAME HEAD/S{wJAMB osa JII / h 1.107 21, ILD r � W SNAP COVER r r.r 1F- r n tx h T,71 r ! t2.v...W. Q GLAZING BEAD(7/16- EAM. GLASS) [ 7 ' - as co PRODUCT APPROVED o sos .. .045 8u14dH�gptvlag with the Florida �........__f NOA No. 15.0914.10 I-t.t7z Approve!Oats 06/23/2016 $ &GLAZING BEAD (INSUL. IAM. GLASS) NIam J!a� ro ac on ro ' o_ �tl _ ............_.._Z.BBO ``tt1 11111/t/j' .... .: W ...........: .493 1,750 ,500 .788 FRAME CORf� -�.— i -.493 ' a Of •-41 1 drawing no. 1911 y cI%� s�ORto'.:' � CORNER KEY Ca.� RUSH FRAME ADAPTER `J . i7 � ••..• •• � i W15-14 711 Ltt sheet fi of.•_� F - i r MIAM I• MIAMI-DADS COUNTY ± PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RF.R) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)115-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA)' www.miamidade.Qavlecononly 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). I 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 cries"Eco-Guard 5 Outswing A uminum Casement W in6w=L1M.I•••• APPROVAL DOCUMENT: Drawing No. W11-05, titled "S-500 Alum. Ouvwipg•Casema 'Wdw. :..... (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision E dated 06/23115,'Okepdred bJ-AlFgrooq • Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade•Cou* Product ebntrol•••••• Revision stamp with the Notice of Acceptance number and expiration date by t!3' tami-Dade County:....: Product Control Section. %••••• . .... . ..... MISSILE IMPACT RATING?Large and Small Missi a mpact IONtant •••••• ..:..' . .. .. ...... LABELING: Each unit shall bear a permanent label with the manufacturer's n.a.me. or logo, city, state, .*me* o series, and following statement: "Miami-Dade County Product Control Approved;, utsle;s othgrwisp noted••• • I herein. ;••••• • RENEWAL of this NOA shall be considered after a renewal application has been flied&and there ha: 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 t displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 13-0206.07 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted doctunentation was reviewed by Manuel Perez,P.E. p N0AA0.,15tW6,1L0 MIAMWADECUNTY Ex Iration Date:uMay _Ig,202I ��/ljp f I App r�ov�bate: July 02,2015 Page 1 ' 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer`s die drawings and sections. (Submitted under NOA No. 11-0309.06) : 2. Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)' sheets l through 6 of 6, dated 02/23/11, with revision E dated 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 " 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water.Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411 3.2.1,TAS 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, corppift with FITC 5'h: Edition (2014), prepared by Al-Farooq Corporation, dated ONI T?'15 and 06723/15;•;••• signed and sealed by Javad Ahmad,P.E. 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 b "Kuraray Butacite® VB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. a rez,P.E., Product utro Examiner NOA No.15-0406.10 Expiration Date: May 19,2021 Approval Date: July 02,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5t" 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. , MAO • •• •• •• •• •••••• • f '7 f I Manuel P ,P.E. Product Contro Ex iner NOA No.15-0406,10 Expiration Date: May 19,2021 Approvil Date: July 02,2015 E-2 1 ECO-GUARD SERIES-500 wNT3ow+wrDTII .ALUMINUM OUTS_'fYlj�.�......�.�.��.tyjE, T TF I)0 Y ••• ••i • ••• • •• r., o Lm • • • f • • • • • Z le APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY 510E •• • •• - -YEa -Wi07Fi COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER j f • • • 29 3/8' O k rp.;a WINDOW TYPES IN MODULES OF TWO QR.MORE.WINDOWS USING -.• • • • •FAl5C.NWt1N5• p.......__.. - _ _ ••• •(SURFACE f{tE•:O)• [ O.L OPG. 1- I MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. MAY BE USED € I H o. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL A 3 of i lu WILL APPLY 70 ENTIRE SYSTEM. : 2 n� u •• • • • • —f•--: ,1 1-6:::::: ................... THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • • • • • • • • _ -,,,,,,-,,,,„-- --,,,,,i �' + " i REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY •• �•� � � � • • • i� � � � HURRICANE ZONE(HVHZ).. • • • • • • • u // Qrj WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER 4 f LOADS TO THE STRUCTURE. CC -- RS HALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND ALL DRESSING OR STUCCO ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE z AN NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY _ �-) C1 m J rk I �i ... ALL SHIMS TO BE HIGH IMPACT, NON-MLIALLiC AND NON-COMPRESSIBLE. - . MATERIALS INCLUDING BUT NOT LIMITED 70 STEEL/METAL SCREWS, THAT \ E U COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE \ `__J W,OUIRLMENTS OF THE FLORIDA BUILDING CODE. --- \ In R THESE WINDOWS ARE RATED FOR LARGE h SMALL MISSILE IMPACT.11 HUTTERS AR "EOUIREO. 'T _ ___..___— __........._._.............. _...______...._____...... ff __.__..._._..._......._..___..._ / w 6 POINT LOCK �MASf. 7'MAX. LOCKING POINTS I 0 011 n MAXIMUM DESIGN LOAD RATING m+ 70.0 PSF lira Henn'su SEE CHART O o"- SILL CORNERS 3& 3 3i (FOR SIZES SHON41 OR SMALLER) - 75.0 PSF ( NKEEPERS� 'n • _.__.___.._.._____.._...w........_.._..__.. .......-----------.----......._....__.._- � _�UPTO�� _RS � z .� TYPICAL ELEVATION 26' 2 .,n 38•-3 8" 3 `_.� . --1/8'TEMP.GLASS 61 ` _...� .._....._ '.................._ 3/8"AIR SPACE r I I -1/8"HEAT SIREN-D. GLASS 1/8'HEAT STREWD.CLASS 3/16'HEAT STREN'O.GLASS p 'MIC t ci 6 g 090"Interbyer 030"Interlayer .690"Interioyer PROALICP RIiVISBb OuPont Butocite PVB DuPont Butocite PVB DuPont Dutocd6 PVB ee coraPly[ny wlllidw FKrtate By'Kurorny America.Inc.' By 'Kuroroy America•Inc: By 'Kuroroy Americo,Inc.' Du C** NO 1/8"HEAT STREN'D.GL455 .; 1/8'HEAT STREWD. CLASS _ 3/16"HEAT STREN'0.GLASS IDA0 ' 9 tit C` {[� ...i.........�.._ g. SIM.- SILICONE { SILICONE By Ct F DOW CORNING 899 L'� DOW CORNING 899 DOW CORNING 899 ti ffi m NO _: Z 5 i q a y GLASS CAPACITIES ON THIS SHEET ARE a s ry BASED ON ASTM E1300-09 (3 SEC. GUSTS) b o 3 r AND FLORIDA BUILDING COMMISSION g` DECLARATORY STATEMENT DCA05-DEC-219 �f 6 26 _ , zo rtgr.:hVM MFM — n I e IF CMt (j 4i FLA,PC IT 7OS92 S T 1/4 POINTS ICa� 3538 ( , �i Li 21 ..... .J i9 ALL SIZES 9 / 1. l�.I�R t SETTING BLOCKS AT 1NSUL. LAM, GLASS NOTCH GLAZING BEAD LEG dmwinq no. G AQS TYFI3 'A' GLASS TYPE 'AA' TO CLEAR BLOCKS (ice ?l _'E} y WW1 1-051 JUbt 2 3 2015 GLAZING OPIUM- _ f _ . .. .. . . . .. .. . . . . . . . . . . . • EDGE GEST ANCHORS �. _.................._�O ... ..............:...............................I._._.._.... F ey 1 SPACING W.O._O.D BC ••_•"•• _ t5ttETR,AlCl_TO�t.•.tE:.•• 000 • 10 • •C-e•t•• -_=1T_Y_A_P—PR_O-Y_E-b_ _'1II1 ,tiII _ EDGE° • . EDGE d DST ilANC14ORSiSE• 1111 I EDGE __.. ------------- .7 aG `�r ........I` - 1 'jttt,;iOnd.ddi. v 0 I r F •• • • • •• •• ! �F r Q — ... • •, • •• — to .::,.�,.. . H • • •. • • • • ��' • + m � p~t a {p t �` •• • •� • • • ••• •• Ww< O._.__.. TYPICAL ANCHORS e TYPICAL ANCHORS - y_._....Ln... _ FOR SPACING_ EE SEE ELEV FOR SPACING ... N iii i € S I ...............'.......................7 P C I,,A•„C.�`..`•. : SEE ELEV. FOR SPACING 1 [WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. 1/4 I MUST SUSTAIN t.OAbS IMPOSED BY GLAZING SYSTEM " OLA_ ULTRACON BY ' (Fu-177 KSI,Fy-T55D BUCKS OR WOOD STRUCTURES K51) I AND TRANSFER THEM TO THE BUILDING STRUCTURE. ( INTO 28Y WOO 1 1 -1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) jR -16Y`BUCKS-WO G NC..dR MASONRY w I W } -1/4" MIN, EMBED INTO CONCRETE (HEAD 1'}-1 w -1 4" MIN._EMBE ( n nx rr ft_MASONRY O (JJti S) L I aDIRECTLY INTO CONC. OR MASONRY ; I O w In E 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) I C,� f i Z O •1-1/4" MIN. EMBED INTO CONC.__OR MASONRY (JAMBS) � Z W (' o 914 SMS OR Sr -OR DRILLING SCREWS (GRACE 2 GAS) " z `j INTO METAL STRUCTURES ;U{a STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) w o g ALUMINUM : 1/8" THK. MIN. (6063-TS MIN.) -_ -:=- (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 112 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") c [ i S (NO SHIM SPACE) ' 'TYPICAL EDGE DISTANCE, a� INTO CONCRETE AND MASONRY = 2-1/2" MIN. la .:�_. n; u INTO WOOD.STRUCTURE = 1" MIN., •`�� O—• gA_,j D BUCK INTO METAL STRUCTURE s 3/4` MIN. 17 /// WOO ( / ...::.:.....::::::...... W000 AT MEAD, SN.L OR JAMBS SG- 0.55 MIN. ki -I �90 HOL LOW/FILLED NORMAL WEIGHT CMU AT JAMBS I'm = 2..........__.......__.. 'S t6..... ._ CONCRETE AT HEAD, SILL OR JAMBS t'o m 3000 PSI MIN. p00 PSI MfN. al �..._8...::. �di� _._......., N w E .... r.JAYAD AH � .. . I o � ' .,� d•„ `"•_-._,,,.. E f1A 17 75 8592 I CIVIL PE i ° €€ 4 ., "uoDUCT wildSED Cf I it Q :i a f f _� TWiCAI ANCHORS €f 11°6KAL ANCHORS'Ou11df°g Cato ` '• : - [ -SEE ELEV. -SEE ELEV.". � i)alu T •-10 i drawing nnµ? ' FOR SPACING FOR SPACING EDGE DST. �� N $2Ui5 i W1 1-051 cot sheet 2 01 6 f __ .. .. . . . .. .. . . . ... . . . . ... • • • •• • •• 1/4*6M. 1/4'MAX. .. : : •• • : f t • • •slitims ..1/4�"gMAX:.. .Z__...._........._ 3 lay IIS'` / 5 • • •• g{"V`s • WOOD DUCK _ Xj _ - I is 4 8 ... 12 WOOD v,. EASY. 28Y 3 TYPICM.ANCHORS ---------SCREEN OPT. ----------,•a—:t.:::- ••• FOR iFkINOSTIR E •. �7l SEE EEEV... + • • • c.,�o"� FOR SPACING ._ ___.. ._.___._...._... 1 1 t t/2 0 52 5 jjw,�. 77.. _S 4{ — a �r Z — i EXTERIOR ; > -TEE Eck AN IiORS Q W E V. METAL FOR SPACING STRUCTURE , D.C_OPG. . VENT WIDTH _.... __.._._—.._..-..._ aaNDo wrom vi m v E y�W W t��M MtA.Mi-DADC COUNTY O O sh r APPROVED MULLION D f_-i TEE SEPARATE NDN TYPICAL ANCHORS z n' SEE ELEV.FOR SPACING ra+ O v d "�I v� U w J j I� EiJ�� jV• i r___t i .._..._____.............. --__—_— -------- i li 11 i it ii I w � WINDOW WIDTH WINDOW WIDTH � X�SoB Enqr.JAVAD AM" f N� _ :c.• CMA M PE 170592 PRQDUCTDBVlSBD N.3535 {4 p00It1IyN(/Wb}I tL9IlIA� � �� )� tAriWlOg Godo r-'—__:a.._........_.., °D°�T'10 r— o"" J drowinq no. imdaaDetc /�',�� Dt' 1 -21 3 2M L 1N1 1-05 6tIWn dol., �sneet 3,of 6 - t. .. .. . . . .. .. . . . . . . . . . . . _EDGE�#S DIST. �-_-p' i a - - SL ••• •••• •••• • f1ri•• • _ yii1It1 _ !•..___.w-„ ft •METAL •• ______-_.____ CTURGTYPICAL ANCHORS STRCOUNTY SPACING VED • SEE ELEV.FOR •AULLIaN MULLIONAANPROORS • • 114SEE SPARATE NOA :I ._..._ -r1 _ • -- _ • .. ` - - Lt EDGE DIST. 7 Ia .......... ir, j- ISAM 000 TYPICAL ANCHORS - TYPICAL ANCHORS 1 Si i SEE ELINGEV. SEE ELM. NG Q Ty g FOR SPACING FCIZ SPACING t� � n tz- .. 'I U €!'8 aM h 1/4”MAX. c Z 3 SHOAS 15 ALT. O� TYPICAL ANCHORS N`W O>7 J!! SEE ELM FOR SPACING -' TYPICAL ANCHORS � �'tJ4"• o�'�� SEE FLEV.FOR SPACING_ PRADUCSRUVISW eocompift vft ft VIM& Raltawecba4 U6•�1.C? >r /�a22 a W!wiary B a oma., En FiiB ALT, 'IN INSTALLATION DETATUR WITH FLUSIi FRAME ADAPTS Enot JAVADI e _ FLA.PE 1 70592 , . P � ._...._....__ .. (drowinq no. EDGE DISC 9 _ 1 !€W 11-05 j shaet 4 of Fi,; • 2.750------- KEY PART 0 QUANTITY DESCRIPTION MATERIAL MANP./RUPPIdRR/R9MARE8 t� w �__..._._. i • •• i s Esal••• 4 • FRAbLFf Q/SIL./JAMB 6063-78 - 1�� o :5aa � • • • _...�___!E502 .•_.._.i_4 VENC v 6063-T6 - `--- E' '"""' • • ! J •-17708 • AS R!Q! CL0[BiC OFM 5/16 LAM CUSS 7.330 � .. ..__ .......____.__�.........�._......:............� 6063-T6 - ; • • • 3A AS C1 WC BEAD 6NSUc-UM.ClASa) iWBJ-t6 .062 • • ..�. .�•_ ._®..•__ . ..................___. .. .......... .....6063-7.._.. �.._.._._...._......... ,...._._._.._ �r+ FYtos As-RECD. CUBING BEAD(7/16'LAM.CLASS) 6061-Ts -- ..___..............................._ _W_ - . _._._......... 4 ES08 AS REaO. SNUBBER-VENT,FULL LF.NGTN 8063-F6 - d ...._........._.._..._�__. _.. .076 2.821 4A E509............„_,ASREtM7_ SNU88ER_FRAUE,RAL LENGTH 8063-T6 - ;} Cii •• ! •ESOAt• llJlfAl *ALEEN FRAME 1.893 _....._._....._............ ....... ...... _ ` WN ms •• AND.VENT,ASSEMBLY,SCREWS........_.._....._...............�.........._.N- VS _........._...W._..._� .�...._ ___....-� • i • -12038• Ali REDO. LWBB WEATHERSTRIPPNlG•DUROM£TER 65 SANTOPRENE UURAFAB Q n —20�—i Rr•pn ENC OEAO RUtB.DIMNOMETER 65 SANTOPRENE ULTRAFAB ” •• ,... _.,.._..•.....-._.•._....i.... ..17-:.. ......_............ .. ..T..__._.........._......._ _....................................................._.___ NMy 70 35.12.00.400 2/VENT 4 BAR iBNGE,AT TOP AND BOTTOM STEEL TRUM,INSTALLED W"(2)010 X 5/8'SDS `4 -..r..._ _................___............._......_........................_..............._._._ O 1 f t 13096.82 1 MUlT1 PdNT kOpN SYStFJN ZANAK TRUTH FRAME HEAD/51kL/JAMB ......__._ 12 - 6/VENT KEEPER STEEL - 2.154 13 - I/VENT ROTO OPERATOR 7AMAK/STL, tRL ._.._.____........._.._...._........__.........................._.__...._.......-.._.._...._......_..___..._.____._..___.._ _.. 9)...r -. 14 P5140-SS 2/CORNER f77AM[/VENT CORNER KEY sT.STEEL - �i' -1.330 ................_........___._....__.._._..___,.____........__,__._.._._____._._._..__......,....,._.____�.. _____. -__. ____.__..............., 75,,,,,- FY720- AS RE00. Fl.USH fRAVE AOAPTflt 6063-T8 OPiIOt•LM. - Na' .{_..................... .___.,....._... 2.688 ...... __"__.__._.__"__..._.._._.__._...._..............._...._..._..._...__.,.....................,............ ..... .. 16 - 3 ANTI SAC SKATE NYLON MhM PLASTICS g . _......._....._.. 062 77 010 X 1-1/4' 2/SKATE FH SDS SKATE SCRL'WS _ ✓--""'' '--tf ib 08 X 3/4" A5 RM. fti SMS,SNUBBER SCREYl5 - IN PARS 2'APART,PAIRS SPACED AT 7-3/s'O.C. �.r._.._ ..............................................._-_....._..................._._.._.................._.... 2.094 .372 'S00 _�-.............._ .-'Jt' .789 19 _.....___...........__..?/UNE......SE TING BLOCK_3/16'.X..3/4'%.{'.aANC .WR061ETER,R035 SHORE A C`~`-�=-r .N� 20 ._.._.FLB, t5..SPMER-t/8`tdGH SIEtCO.VE .896 _._2.61 i__..__...__. 21 - - RNStA..(AA55 COCE SPACER ST.STEEL. CARDIfUL XL Ul /� SEALANT: '- '719 •590 \:J FLUSH FRAME ADAPTER W 1..._..._........ ALL JOiNTS.AND FRAME CONNECTIONS SEALED WITH } SCHNEE-MOREHEAD SM5504 SEAM SEALER. w ff � tssz -I —1.75o PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. 0 O VENT .483 O c�In i' LOCKS; J st9 1.750 MULTIPOINT LOCK SYSTEM 113096.92_BY 'TRUTH' Z � ' AT FRAME JAMB I LOCK OPERATOR 124.33.XX.004 AT 8-1/2' FROM SILL ? O d .do3._N.- ... L_ FASTENED TO JAMBS WITH (2) 110 X 5/8" SMS. N W L ou P 491 LOCK BAR SECURED TO JAMB WITH LOCK GUIDES 133489.00.0001 SPACED AT 12-3/4" O.C. MAX.. EACH GUIDE FASTENED WITH (2) 110 X 1" P PH SMS 1047 L CORNER KEY STAINLESS STEEL KEEPERS 131964.92 AT VENT - 03 GLAZING BEAD (5/16" LAM. GLASS) EACH FASTENED WITH (2) 110 X�;5/6" P FH SMS SEE CHART ON SHEET 1 FOR QUANTITIES �gg � .. ....245 Sffi,n goo { -ir.130 Teo..........._ uo 4 BAR ST/ST HINGES 135.12.00.400 BY `TRUTH' PRODUCtRSMUD 4S 9 3 LOCATED AT TOP AND BOTTOM CORNERS "corflPlTl"HvrNUIlk FWAsA —7 FASTENED WITH (2) 110 X 5/8" P PH SELF DRILLING SCREWS A Grp ��7 QQ-0�!�� v ,.172-.� DAW /z0�1 GLA7.ING BEAD (INSUL. LAM. GLASS) CMA). SNUBBER -- FRAME SINGLE ARM ROTO OPERATOR 152.13.012 BY 'TRUTH' tai 14 ect ci<m o., LOCATED AT SILL END ' FASTENED WITH (6) 110 X 1" P PH SMS .194 245 OPERATORTRACK 130175 AT BOTTOM RAIL E.pr.JAWO AHMAD FASTENED WITH (2) 110 X t" P PH SMS CML FtA.PE f 70392 b+ . ,CAN.3538 gy ' .780 r 720 I X i._._...._ 1..__ .._.. - ANTI-SAG SKATES: _ !.720 h- VINYL ANTI-SAG SKATES BY 'M&M PLASTICS' 9 7.047 ,.................................o.... (2) AT LOCK STILE AT 6--3/4" FROM TOP/BOTTOM RAILS drawing no. (1) AT'BOTTOM-RAIL AT 4" FROM LOCK STILEW11-05 38�GLAZING BEAD (7/16' LAM. GLASS) SNUBBER - VENT EACH FASTENED WITH (2) 110 X 1-1/4" P FH SDS. LUN 2015 l._...........-- she�f 5 Dt 8 .. .. • • . .. .. . . • . . . . . . . . �,_......... V Al "ol Egg I- 000, al Q n; ••• : : • : : :.• ..• i i "� -� I 108-111 V) N [C � a' i o s. � ;U�w y,W rn� VENT CORNER o � 0 r„y,..DWAO AHUAD t� o cmi FL0.PE 1 70542 PRODUCT REVISED CA.N. 38 aswmpiyiap t6oh1arida � u,maanscoae S-p4�oz'�'U � � �U ImtioaDam � drowinq no. JU x 2015 [Wi 1-05 I �s�eet�g of S_j i , F MIAMI-RADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 k F(786)315-2599 ' NOTICE OF ACCEPTANCE (NPA) wmv.miamidade.aov/economy _ 0000.. ECO Windows Systems,LLC 9114 N.W. 1061 Street, Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section t 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 oiher 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 C de, 00*0 including the High Velocity Hurricane Zone. DESCRIPTION: eries 604 Aluminum Outswing oors- •.•.;• APPROVAL DOCUMENT:Drawing No.W12-08 Rev C,titled"Series 600 Alum Ottt%M tg Entrance-Door • 0000.. (L.M.I.)",sheets 1 through 9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,dal&r 62/13/12ojtl wst • revised on SEP 04,2015,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Cont?dC•'. 000000 . 0000. Revision stamp with the Notice of Acceptance number and expiration date by the Miamk�lP•Coun#Product •••• Control Section. •••••• • 0' MISSILE IMPACT RATING arge and Sma Missi aImpacResistant000000 ..... • Limitation: • 1. See Single or Double Door Design Pressure(DP)ratings in sheet 2 :See Single or Double Door 1JP a-adngs 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 1 &2 in sheet 7_1. 2. Laminated glass types G1 and G2 are limited to.090"Kurarary's Butacite PVB and glass type G3 is limited to Insulated laminated glass w1.090"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 put-poses shall automatically terminate this NOA.Failure to complywitli any section of this NOA shall be cause for termination and removal of NOA. I ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County, Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of,the Building Official. This NOA revises NOA#12-0402.03 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Islraq I.Chanda,P.E. OA No..15_{1b03.L3 MIAWDADECOUNTY� x iration Date:_March 20.2_01_9,) ' Approval Date: October 15,2015 Pagel i r ECO Windows Systems,LLC NOTICE OF ACCEPTANCE:`EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(see below) 2. Drawing No.W12-08 Rev C,titled"Series 600 Alum Outswing Entrance Door(L.M.I.)",sheets 1 through 9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on SEP 04, 2015,signed and sealed by Javad Ahmad,P.E. B. TESTS (submitted under file#12-0402.03) 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 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 Tetter Gated Anne 29,2012,.' issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Rafat4%$Vroz-Seda;P. E. •••• • C. CALCULATIONS .... ...... 1. Anchor verification calculations and structural analysis,complying with'FBQ!2014;Sa'*Etlition),... 4 prepared by Al Farooq Corporation,dated June 02,2015, signed and seaVby JavaoA,pzgad,R •• 2. Glazing,complies w/ASTME-13 00-02,-04&-09. �• •• " " """ D. QUALITY ASSURANCE •""• I Miami Dade Department of Regulatory and Economic Resources(RER3. ' E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America,Inc. (Former E.1 DuPont DeNemours& Co.,Inc. for the"Butacite®PVB interlayer", expiring on 12/11/16. 2.- Notice of Acceptance No. 12--1231.10 issued to Eastman Chemical Company(MA)(former Solutia, Inc.)for the"Saflex: Saflex Clear&Color glass interlayer", expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(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 NOA 412-0402.03,expiring 03/20/19. 2. Test'proposal,dated 10/14/11,and 02-21-12 approved by PERA. r haq I.Chanda,P.E. Product Control Examiner NOA No'. 15-0603.13 Expiration Date: March 20,2019 Approval Date: October 15,2015 E-1 . . ... . . . ... .. . .. .. . . . .. .. . . . . . . . . . . . t . . ... . . . . ... -.1/8`HEAT 5TREN`0, CLASS --3/16'HEAT STREN'b.GLASS ��11, .,;0-€nterloypr 090 Intarbyera m • • • • • • B•tacite T'j(B 8utodte PW z m � • • • • • B•'Kar,*oy America,Inc.' By Kurmay America, Inc.' - - •••- • ••• •-• --- •vs-MEAT-STREN'D.GLASS- -- --3/16"HEAT STREN'D.GLASS SILICONE SILICONE I 1'.-0 y DOW CORNING 899 z DOW CORNING 899 ;� n Y 26 9 rA SETTING BLOCKS AT LAM.GLASS REDD.FOR C0� WNG BEAD l GIDTHS EXCEEDING 36"ONLY. Q BLOCKS a a S%LAS;>_.TXPF�il AwS..M.cAr r=...... -1/8"TEMP.GLASS ' J -5/16"AIR SPACE Uj 1/8"HEAT STREN'D.GLASS W ' 090"Interfoyer --Saflex Cleo,And Color Glass By'Eostmon Chonimo€Co. op HEAT STREWD.CLASS $e7 i7 _ C1_O r7 U 'OOW.CORNNG 899 Z 31 76 ST.STEEL ' �;Z -- METAL w METAL.SPACER �, $y m 15 in U`� ------L 9 w �._..... 35 SILICONE Ems" i (ALUMINUM OUTS NG ERT=9Z Ab =DSg1F1i.=�X}'CERF 00 '� / SETTING BLOCKS AT INSUL.LAM.GLASS E SHEET z. ' NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS STAND ALONE SINGLE S10ELHSEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDEL"'ES SEE SHEET.3. ° LOWER VALUES FROM SIDEUTE CAPACITY CHART OR DOOR CAPACITY WILL GLASS TY '03' B APPLY TO ENTIRE SYSTEM. 9B99110EREVISITp v ............._..._.__.�._.._.�. - a e Plyty whk Ns 111od4 m H DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. Khtern Ne T ybLO ..... Y.tiEirsLMs Mk J• +/ ei THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 1..,\•t_tA � Q• Af►aW 6Ydr REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY C.e" �°c�•u HURRICANE ZONE(WHZ), IBY OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. _ ANCHORS StiN1: BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS TNESE DOORS ARE'RATED FOR LARGE At SMALL MISSILE IMPACT. Engrr.lAVAOINMAO " •- EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT-REOUIREO. Etti PE ICIMLT�fl2 5' _...__� _..._...�. ...........................................-.._ CA.N.3578 E. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE ....._.___.. NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. S 4 2015MAIALS drowlnq no. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALSING BUT NOY LIMITED TO STEEL/MEIAL SHALL MEET THE SAI1 2-08 REQUIREMENTS OF THE FLORIDA BLDG. CODE, " sheet S o . . . . . . . . . . a ' 3,,N!,MAX. ,37 3/16"MAX. 'fWJEE WIDTH ••• • • •• fQpME WtDity • • FRAME WIDTH • • • • • • • •^ x �r • • • —EI � S�l.ANCHORS 5i • • • _A7�STILE 4NOS • • _--. 12• - — . . - f�3`e.C. � Goo • —12"_ �12" P 5" MAX. ' S.MAX MAX. 5 MAX.H AD , ¢ .. iC AO/SIU A SILL HEAD/SU.I f{ ��` HEAD/SU F �j S CORNERS Ir / r CORNERS •• • • •• •• ____,. .......... Igo LOCK OPTIONS / u E LOCK OPTIONS / H /1 OR j2 / 1i 61 OR/2 fH 11i, u (OPTION 2 SHOWN) It (Dana+ 2 \_ ........ ..._ ={-eeilm«_ccc :--e:�t[x:n:rre __.___pcli•�_c:_I_:s ....... SEE SHEET 7.1 -••- / SEE SHEET 7. FOR OESCR�nON / kr FOR DESCRIPTION it wm 00 \ / „,ZK � 1 ACTNE ItACTME SURFACE APFUED SURFACE APPLIED s m SURFACE APPLIED FA:.SE MUNTiNS OR_, 26 15/t6' Ir FALSE MUNTiN5 OR-„ 28 75/i6" 26 t5/16" M FALSE MUNnnS OR 32 3/4• 7; DECORATIVE CRILL O.L.OPG. fO v DECORATIVE GRILL O.L.OPG. .O.L.a'G. b /� DECORATIVE GRILL D.L.OPG. MAY BE USED ' MAY BE USED MAY BE USED ............... 37"MAX. 37"MAX. LEAF WIDTH LEAF WIDTH y (X) (XX) (0) �aC STAND ALONE SINGLE SIDEUTE DOORS LOAD CAPACITY - PSP DOORS LOAD CAPACITY- PSR SEE SHEEP 3 FOR CAPACITY u SINGLS DOORS(X) DOUBLE (XX) _ m 6 DOOR DIMS. LAMINATED OLAS3 DOOR DIMS. LAMINATED GLASS FRAME t£AF FRAME IXi,(�) tRi.(-)' FRAMELEAF FRAME r EXT.(+) Wr.(-) Oca rlytoy wit4�F%Vwb WID7H WIDni HEIGHT W,01N MOTH HEIGHT 39-3/4• 37" 98" 70.0 1 75.0 78' 37" 98" 70.0 1 75.0 ryo.t..-��-'�r�3;•�f�� y g g EspiroNw 001e .w. tg«� Gt ASS D.t,O. DIMS. T D.L.O. HEIGHT = FRAME HEIGHT - 11.125' E pr:JAVAO AIMAD .t # 4 O.L.O. WIDTH (X DOORS) FRAME WIDTH - 12.813" FA.PE irosaz O.L.O. WIDTH (XX DOORS) -'(FRAME WIDTH - 22.125")/2 CA.N.3576 Y E NOTE: NOTE: GLASS CAPACITIES ON THIS SHEET ARE drawing no. EGRESS REQUIREMENTS TO BE REVIEWED BASED ON ASTM E1300-09 (3 SEC. GUSTS) w.�.Lr08 BY BUILDING OFFICIAL AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 sheet 2 of 9, DESIGN LOAD CAPACITY- PSF __ 148"MAX. is V DESIGN LOAD CAPACITY- PEP SIOELBES WITH SINGLE OR DOUBLE LEAF DOORS • 090 • • • ••• TESTED�FRAME WIDTH STAND ALONE SINGLE SKWES (SEE NOTE BELOW) • • • 0 4 •• • HEAD d<SILL ANCHORS SIOELRE StDELRE WITHOUT S1DELFIE SIDELITE WITHOUT WITH • • •• • • • • • • AT STILE ENDS FRAME FRM1E FRAME FRAME • • CLUSTER OF t4j AT S'O.C. NEINFORCING REINFORCING REINFORCING • • • • • • • Q �. M107T1. HEIGHT .WIDTH -HEIGHT • -• ••• -• ••• • 6` (4)ANCHORS t� INCITES INCHES EXI.(+) INT.(-) INCHES INCHES EXT.(+) WT.{-) EXT.}+) INT.(-) ._ AT 1TEADlstLL 12' t+ z4 70.0 75.0 24 70.0 75A 70,0 75.a s`MAx. 3` MAX. _._� - r SILL 30 7o.a 75.0 30 %0 7s.o 70.0 Iso /ScL •• / •• � A 36 82 70.0 73.0 36 82 70.0 75.0 70.0 75.0 • • • • fp \ „„_ ..... _t................. _.....r�.(_�._w._..„..,.�.-..___�. 37 70.0 75A 37 70.0 75.0 70.0 75A • •• • • • •• • -'- - -- I+y ,Q 42 81.7 88.1 42 61.7 6;:-1 , ..............66.2 • • -.•.-.y. .__ __..._.�. _..c:crac_........ f E S� • • t• • • • ., E E �y 24 70.0 75.0 24 70.0 75.0 70.0 75A •• • • • • ••• •I• Ii / I I \ V psi _._._.........5.0 _____.............._ 0.a 30 70.0 75.0 30 70.0 J5.0 70.0 75.0 II II f E 38 86 70.0 75A 36 88 70.0 75.0 70.0 75.0 it ii / i i dJ 37 70.0 75.0 37 70.0 75.0 70.0 75.0 ---H-•-----• ---tt7--- i f \ I 42 62.7 68.1 42 62.7 86.1 61.7 66.1 it �- � i i \ Hil � 24 70.0 7$.0 24 70.0 75.0 70.0 75.0 ._.._____........_.................... ..... II it f i a •l.J 30 89.8 09.0 30 69.8 69.8 70.0 75. ! \ 36 84.t 64.1 36 84.1 64.1 70.0 75. 37 63.3 63.3 37 63.3 ,83.3 70.0 75. 2a 63.3 633 24 bsa 63.3 70.0 as. , 30 57.b 57.8 30 57.8 57.8 70.0 75 ( m s t �+ 96 •...._._........__......__ 98 w Ci JL_____ 1 I � o 36 53.7 Sit 38 sit _53.t 70.0 75 ====-tr----- n---'- I I -' 37 52.4 52.4 37 52.4 52.4 70.0 75 11 11 11 \ II REINFORCING \ / WW AS RE00. If \li I I l OpXIO rn : SEE CHART s ___afi==== == ==== I I �'t OR//2 R a\ I I •( i S ) ab ....._„„,�_.._... _ ......_ 5E SHEET .t 1` it \V i i F OESCRIF TIOI13 t _. t ........ ... ._.. ., INACTIVE I 1 ACTIVE - �` {.2 39-3/4"Max.(SINGLE) t•_ _ '�m } O i ......._.SINGLE StMITE WIDTH SIDEL€TE MOTH - 78"MAX.(DOUBLE) SURFACE APPLIED " -... . . FALSE tIUNRNS Cqt 32 3/4' 26 t5/18" ...._..........._...... 90 .._._.._._.:= 7 ,DOOR FRAME WIDTH OE[X)MAY BE USED D.L. OPO. D.L.OPG. .........D.L.OpC......- - NOTE: 37" PROD12E f REVIS60 FOR DOORS CAPACITIES SEE SHEET 2. LEAF WIDTH KCedui4flo FOR SIDEUTE-CAPACITIES SEE CHART ABOVE. 39 3/4"kW.(SIS S�ELtTE FRAME MOTH ��N•1 G LOWER VALUES FROM DOOR OR SIDELITE CHART MAX 76`MAx. (DOUBLE) ryirrY.04M k WILL APPLY TO ENTIRE SYSTEM. SEE CHART AT LEFT ....__.........._..._.._ DOOR FRAME DTH . @ (OXXt3 u Ell p MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 S0, FT. PER 201 • GLASS D.L.O. DIMS. o E D.L.O. HEIGHT(SIDELITE) s FRAME HEIGHT - 11.000" w D.L.O. WIDTH (SIDELITE) _.FRAME WIDTH - 4.438" �g a•� Q nqr,MAD AH cr * C 1 70692 S FL 3538 - a k NOTE: " g GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) 0 4 2015 droving no. AND FLORIDA BUILDING COMMISSION W Z-OS DECLARATORY STATEMENT DCA05-OEC-219 sheet-3of . .. .. . • . .. .. . . . . . . . . . . . . PROPERLY SECURED 2DY WOOD DUCK ...� 9/16'MIN. TYPICAL ANCHORS EDGE 01ST. IBV WOOD BUCK OR THROW BOLT- EDGE DIST. SEE ELEVATIONS "— •• • •• • ••i, ',Do STRUCTURE PENETRATION ---••••-- TER SPACING •?," .• :'•.. .♦ EOGE•OGi. • • METAL. o I _� _. a: SEE NOTE SHEET' N E ' .;.. '• EDGE DIST. 0»a:. ............ .„. - ._..__ m.. _ (� e'f tom.J LTJ (� zz � 2 i i i i'• i•• i (G : 10� n i I 2s 2 WPICAS ANMOORs• • • ••• •• TYPICAL ANCHORS TYPICAL ANCHORS �u lep��91 I t SEE ELEVATIONS -SEE ELEVATKNNB SEE ELEVATIONS 4a Q q �_ • FOR SPACING FOR SPACING FOR SPACING V & i MWdI-DAME COUNTY APrROVED I T2 I j SEE SEPARATE i aSl II I� !,---------- II — ) V) LAZING OOPTIONS - W ...su SHEET T TYPICAL ANCHORS --SEE ELEVATIONS W a x _...__._,. FOR SPACING VVV)11 a0 s a O 1BY OR 28Y WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS y, M w °J= o '^' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER O o n b o W ---'-" THEM TO THE BUILDING STRUCTURE. Z^12 __.._.__._.................,.._ 3 z�; W XYPCyAI. ANCfIOBG' crr F Nv mR,SPACING� G{ Ile DIA ULTRACON BY 'ELCO' (N-177 KSI.EY-11155 KSQ W;;-x Mtnbli WOOD BUCKS OR WOOD STRUCTURES e; 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/JAMBS) U 1BY BUCKS INTO CONC. OR MASONRY fryt000CfpT vlSfJ) Y 1-1/4" MIN. EMBED INTO CONCRETE-(HEAD) wa•�ayl wtts tYs Fh.w 1-1/4" MIN. EMBED INTO CDNC. OR MASONRY (JAMBS) Amino DIRECTLY INTO CONC. OR MASONRY f6rt{.e t - I8 G 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) Ta 7 '-15 1-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) .114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRs) (�\ 2e 2 INTO MIAMI-DARE COUNTY APPROVED MULLIONS (MIN. THK. 1/8-) c.;A D INTO METAL STRUCTURES 4 $S D I 1 STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) 25 I I ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (1700$ DETAILS -�--- _ \w (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) `....... - J TYPICAL EDGE DISTANCE,„ EMr.daW�LatIMnM ...® R n .... ..:::r;..._.. PE 1 ' - -�•� INTO CONCRETE AND MASONRY = 2-1/2" MIN. N. 5 8598 � INTO WOOD STRUCTURE - i' MIN, g < INTO METAL STRUCTURE - 3/4' MIN.' a U 4 Wi TYPICAL ANCHORS .. .....__... EDGE GIST. SEE ELEVATIONS WOOD AT HEAD OR JAMBS SO s 0.55 ATN. Browing no. 1/2'MIN. FOR sPACINCW12—d8 THROW BOLT CONCRETE AT HEAD, SILL OR JAMBS Pc 3000 P61 MIN. PENETRATION C-90 HOtt.GW/FILLED BLOCK AT AMOS Pm a 2000 PSI MIN. sheet 4,of 9 . . ! . . . . • . . • I/4'MAX. COCEIALED FLUSH t/4 MAX.TS SHIM �•-/ LEVERS AT SXE F C ••�� • SMI ••• 1� 111 3 • • •• • •tyY • _ tv • • • • • • e - TYPICAL ANCHORS _ ..................._.... _....__..._ __...,,_....._..1,.._.!.__ !._ wOO:ei/CK 1, SEE ELEY. - 76 �. _ • • • "• • •- -,• • _ ''� FOR SPACING - - ACTIYE.LEAF • • •!_ • O Z _ }: l ___.......... .____._ 24 • i• • • • TYVK:AL ANCHORS h _ - • • •• $'.• SEE ELEV. • • ..,i.... • • • FOR SPACING V >Q Q 25 9 EX'T'ERIOR is nn, zypt- Ct MESAL STRUCTURE 4 37'LIAR. ��M SEE SPEC SHEET 4 ____....�.._._.__—��.�._ __........____._......................... LOCK OPTIONS :viii g IfAF WIDTH rtZn JO 3/4'MAX. -(OPTION 2 SHOWN) -'-�"�-'�--�--- �.. SINGLE DOOR FRAME WIDTH SEE SHEET 7.t FOR DESCRIPTION 1/4,�, •1/4'MAX.,, `Ul �. ..SFilA1 CONCEALED FLUSH DOLTS_ OE CONCEALED FLUSH DIX.TS 3 LEVERS AT INSIDE FACE OFSTAE — 20Y WOOD TYPICAL ANCHORS LEVERS AT STILE FACE OR W SEE ELEV' ._......._---_...... _ wow Sl k URE FOR SPACING 18 INACTIVE LEAF ACTIVE LEAF EE NOTE ET I b ,• �� 28 13 26 _...._ 4 00 v1 r �3 - 00 W _ � 0 .� 2S 23 TYPICAL ANCHORS SEE ELEV. 19 8 D.LO. 1 t 10 a- FOR SPACING. ..` LOCK OPTION/2IF ..__..__......................................y....._..._ LEAF WIDTH EXTERIOR $ LEAF WTDTrN ,__..,._...,,.,.,,_.... 0 78'MAX. v i DOABLE DOOR FRAME WIDTH, � - " " PROWE F REV ISYD i' 2 POINT LOCK ASSEMBLY M tanTAyiuf WRY tUt FiurMt 4 POINT LOCK ASSEMDLY UwNWtCNt y, +� AKeWtete Nal 0 i •T c a��' INACTIVE. AL"t'►VE LEAF Etyln•w ttttt tt 28 1t °8< L J N ....__..____ CW,AWAO A W A •I CML i J" rte. FLA PE 1 70592 i EX'1'EI2XOR � Zdl� drowinq no. ll00R OPTDETAILS W12-OS O y LOCK ION 3 a 000 TYPICAL ANCHORS f • •••• • • ••• • ••• �� ,i ..SEE ELEVATIONS 1/4. ( • • •• 5/4• tl MRSPACING Siam 11110 • • • •• • • ollm.._. i: ..:", '.. •'I• ••• • 000 • WOOD SUCK • • TtPMJd.ANCHORS SEE ELEV, • �•..-, .... __. FOR SPACING 19 �� 2q a • • • • •• ••• o O ..• • • •. • _._> o # y tl TYPICAL ANCHORSSEE ELEV. Q 2 _. �� ___._____._..._..._ _. .._ •.��' FOR SPACING u EXTERIOR F METAL STRUCTURE .___._..____-� SEE SPEC SHEET 4 42"AT 86'HT. — 37 AT 98"HT. ......_ C ......._.. ._MAX.SINGLE SIDEUTE WIDTH PTtODUTiiEVISED 4aa cad whM IYt FbtW 's J 1 - hr•Nal q Cob m Amos"*N& CLO?•.13. � Zvi— OWING OPTIONS .` REINFORCING SEE SHEET 1 t�"' /12 SMS t8 AS REQD• _ 1/4"MAX.•. \H AT S"FROM ENOS SEE SHEEP 3 AND tI"O.C. MAX. STM.t .• 5 3Q�� i •v O b Q -�� R4 _........._.. ..,11.............................. _ ; a� `mom W 1G ,.... F_'' ' .w _ .•.: i 26 13 24 E ' E I, TYPICAL ANCHORS .... FOR EE ELEV. _. 14 15 25 n '$ 9 �. EXTERIOR -LEAF WIDTH � •�$ 4 4A 39 3/4'(SINGLE) •• _ 76"(DOUBLE) o 'm•• e SIDEl1TE WAN _..,........._..._______._..... d .......... "^"' ._ ...., MAX.DOOR FRAME WIQTH m O ....._ W.UNIT FRAME•WIDTH .... �:...._ .N.........—_..._ ' 2 EMr:JAVAD ANMAD . '� •t w FN.PE 1 mm CAN,35M y N owing no_ TYPICAL ANCHORS ..... .._._. S T 4 2015 �W12-08jj „•,,,--„-„-,-E—d<'-E, LX�F'' -SEE ELEVATIONS fflE.iTE DETAILS -FOR SPACING ..._........... sheet 6 0l 9 00 9 0 Soo •. •• .. .. 000 .0 • • • 000 ITEM PART/ Rt'Nlb. bESCR7PTION _ MATERIAL MANF./SUPPLLER/I7EMARX9 lr. V i • • E661 _• - R FFOW HEAD/S14 6063-T6 - 1�1 ....__�.� _..__ 2__.�..� i—� C • 6063-T6 - _._�.. ..._ a - 3• • •E603 • -• R FRANC 4AM% 6063-16 - ,_.:—......._.......... —4....... ........6 E604 • •• • SFDCIiTE t��TTOM fRAME -._._.. _.6063-16 4A E626 - SLBELRE 9'BOTTOM FRAME 6063-76 - $ - _ 03 ....__. pp0... - S E605 - SIDELITE FAME JAMBB 6063-16 -- 6 ••E6O6 • • -00 510aw• rl.IP 97 •IAMB 6083-TS F7A • E -• FAF•�&LDTTDM RAN. 6063-T6 _ .._.• ................•..—____.........._._......._. _�.� ................... y •E616 • •-0• LEAp 9-BOITOM✓i!L. .. .�...._...._..._._.........E609 - LEAF HMCE STILE" 6063-76................._E6t0 - E 6063-76 - _.....EL31.............. LEAF AsrI1AGA STILE _..._. ._._. 6o6a ra W - 3 _._ 12 E612 - LEAF ALIGNMENT BRACKET 6063-TB -13 �f613 - —LEAF(LAMP 6063-T6 4-1/4"LONG .. --------- 13A ____13A E613_ —_..._._. HINGE BACK-UP PLATE _:.._.__.. 8083_76 12"LONG 14 _ E874 - GLAZING BEAD(5/16`LAM.MASS) 6063-T6 - .._...14A E409— - CLAZM BEAD(7/76'LAI.CLASS) 6063-TB - ...._......._......._._.._.._.. 1S E615 - GLAZING DEAD(Mo. GLASS) 6063••76 - U 48 SL E616 - AP COVER 808YTb - ........_._.__ -_.__.-.._.—_ ......._. ___—._..._......._____ .._._..._................_._._____.___.........._.........., a J 1 77 E613 - BOLT SUPPORT 6063-T8 NOT SHOWN ` 16 - AS REDD. SDEIRE MULLION REINFORCING 6063-T8 ..__j$....... FD-707...-............3/LEAF BUTT HINGES ALLUNUM SULLIVAN&ASSOC. S( 20 F01202 - FLUSH BOLT LEVER - SULLNAN&ASSOC. • 21 FBR914SS - CONCEALED FLUSH 8017 ROD _..._ ST STEEL SULLIVAN&�A550C. } 22...." -......ri2 5645 AS REGO. FRAME ASSEMBLY SCREWS _..23 _-'172 X 3/4"..._....._......._.�-HINGE INSTALLATION FASTENERS - FH SNS __.._............ O O 3/8"IXA.THREADED RODN._........._5TEEl_- ._....�._.__.�..._ 25 WI 1323 ..__._._.:_._....PILE W'SIRIPPIHC OPRENE EPD1A t 26 E20678-KN-3020 - 8ULO W'STRIPPNtG r, 27 E206 - OL42ING BEAD BULB SAN7OfNtENE t1LTitAfAB ()V ... 28 _ - - CLASS SPACER SILICONE FRANK LOWS RUBBER CO. """""" G �-( _.._..... .., �...._ ____.._._..._._.... �.i c 29 E522 - FLUSH BOLT CUP ___....— _..._ ......- 130 OIOtRG - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 11-131 I)Loiwo ^-._..___WHRE...801T SUPPORT BLOCK POLYETHYLENE ACME PLASTIC " 33 X10 X 3/4'' 2/ADAPTER FH SELF DRILLING SCREWS - - 34 - 2/LRE SETTING BLOCK,1/4"X 1/2'X 4-LONG EP DM AT 6'FROM EACH END,DUROMETER W:L5 35 - 2/UTE SETTING WOC7C, 1/4`X 3/4'X 4"LANG EPOM AT 6'FROM EACH ENO,pUROMETER 60t5 o SEALANTS,• v ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. owD bYNa o mp m o 8 A Noll < mv ' R+}ittM+UAw Engr:.IAVAD AHMA0CNX CMhd t o. FLA.PC l7W92 � y� . 3598 th draWing no. .EP 4 2015W2-08 - sneet 7_,gF_,9 . . ... . . . . ... OPTKM 12., 00 ACTIVE LEAF: AUNLIE& • • . • 4 POINT LOCK ASSEMBLY DLO}-6007 BY'INTERLOCK USA INC.' CONVENTIONAL DOOR LOCKSET At4l&4 • • 0.0 • • O - -(2)LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE - -- DELTA 690 BY'KWIKSET' LOCATED AT 39-1/4'FROM BOTTOM - - - - - - 1/2'DI0.THROW DOLT(1)AT TOP ENGAGING FRAME HEAD KEY OPERATED ON EXTERIOR AND THUMB TURN ON Q 74 AND(1)AT BOTOOM ENGAGING FRAME SILL INTERIOR THROW BOLT LOCATED AT 44-3/4'FROM 807TOM THROW BOLTS ATTACHED TO LOCK 8Y 3/8'CONNECTING RODS CONCEALED FLUSH DOLTS BY'SULLIVAN 4k•4SSOC.'• • •• 000 •• LOCK HANDLE LOCATED AT 42-1/2'FROM BOTTOM 1/2'X 2"THROW BOLTS ENGAGING FRAME AT 4tEAP ANE SRL • • • ^• 1NPCIIVF�F L MANUALLY OPERATED LEVERS MOUNTED QN STOtOME• • • • •• • �D 2 POINT LOCK ASSEMBLY 0Y'INTERLOCK USA INC' LOCATED AT 10-5/8"FROM TOP AND BOTSDM• • • • ••• • • 14 1/2'DIA,THROW 80L75 AT TOP AND BOTTOM ENGAGING FRAME LOCK FASTENED 10 STILE WITH (2) Pg-J2 X ;72'•FHS • • ••• •• ° n HEAD AND FRAME SILL M THROW BOLTS ATTACHED TO LACK BY 3/8'CONNECTING RODS INACTIVE LW' O LOCK LOCATED AT 42-1/2'FROM 901 TOM CONCEALED FLUSH BOLTS BY'SULLIVAN&ASSOC.' & 1/2'X 2'THROW SOLIS ENGAGING FRAME AT HEAD AND SIL O = MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE 1 OF LEAF STILE LOCATED AT TO-5/8'FROM TOP AND 80FFOM LOCK FASTENED TO STILE WITH(2) 88-32 X 1/2'FH MS r Q reonucERevTsea1044 -' \ ; \ / \ \ / carpy •N►da 17sr b z KrAaepum"14.S -OiD3.1 p a 1...... �wrL.•wu 9 w d ...--- ACTIVE �S 'a• n _.._ 1 ............_., It 1 ._..s. C........,_..-...—ACTIVEACT RIACTAff K1Nf IVE /.CINE tion" Y C a u HINGES: _ 3-1/2"X 7-5/8'X.122'THK. EXTRUDED ALUM HINGE Elfin JAVAD AHMAD •i PMT/FD-107 BY SULLIVAN&ASSOC. ftA P�L7CS92 3 HINGES PER LEAF CA •tyw ' BOTTOM HINGE AT 10-1/4'FROM BOTTOM TOP HINGE AT 11-3/4'FROM TOP T CENTER HINGE AT MIDSPAN(38'O.C. MAX.) vary HINGES FASTENED WITH /10 X 1'FH SMS drowi no. (5)SCREWS AT HINGE STILE I W12-0$ (6)SCREWS AT FRAME JAMB sheat7.To1 9 • i [-4.000-7 078 ....._._1.750-� ...... ._. y�U -1 ^-.519 •� ••°} 1^-.194• ••• .•30 •• _ {' L_• t •• • •• N .625 .803 .045 .�11• -.0.50 • .9Wi • .0115 •• ..__ 4.031 4 i 4.756 2.062 ,4 GLAZING BEAD C��CIA7ING��BF(�b. S�.GIJZ�?NGEAd _., 5/16'CLASS • 7 6♦�ws� • • • 1g�`y, s S �0 4 i DOOR FRAME HEAD/SILL _� �� a _......._...._. -t507-1 • • • • • • • • • a.. 4.000 1.507'«1 •. . . . . . ... . (^ . 0' il -7 r LEAF TOP/BOTTOM RAIL O n 25 078 o7a -. tlZ $�j _ 4.781 I 3.719 4�1Tt -.078 1.750 1.507 .-. .. .-._. iSDD' j,J 'V L....-...,..P. 8.250 7.531 I � 312 a LEAF HINGE STILE oa2J PRODUCf REVfm 1.507 5.344 1.750 4.000 a LEAF W'STRIP ADAPTER on SIDELITE TOP & BOLTON FRAME .094 O 1.750 -- 0- 2.081 1507 t.750�1 3t3 .442 �r,z i I .079 .329 I-F �.....� 0�6 7A 9" BOTTOM RAIL t2 k 1.saa O d O 1.812 10 LEAF LOCK STILE 1.5071 LEAF ALIGNMENT BRACKET I r-.281 2 FRAME COVER &344"I'll- -----. ----..--�� 079 .. 375 € ' -� 1.750 2.081 F -.izs .050 1.197 t50 111 is7 ....izs 3.781 s . 3.719 ti 13 LEAF CLAMP is SNAP COVER LEAF ASTRAGAL STILE L 9 aoo HINGE BACK-UP PLATE 00 B _ 5.291 1.500:a} 1.5 X11 .625 - -.718 •719 SIDELTE MULLION REINFORCING g<m .079 EW.JAVAD Al WADCML `1 a FLA E& N o // n 4.000 � 4.000 4.188 C.A.N.SSSd�2 1.825 a E .078-. 7 7 1 7 drawing no. ` .. + 8 S 5 .50 I L:T < > } _ ____ _I -- 4.000 SE 0 2Df5 W12 0o. 3 DOOR FRAME JAMB 5 SIDELITE FRAME JAMB SIDELITE 9" BOTTOM FRAME a SIDELITE SLIP ON JAMB (aheal B of 9 1 ` ... . . . ... 22 w 22 • • • •• •• • o . . . . z 3 11 GA� • • • • . O a c �< 04 F Tk J � J 1 DooR FRAME CORNEA � ?� SIDELITE FRAME CORNER SIDEL ITE MUL LEON SLIP ON JAMB CORN O oM n� 1 I z o^ :to � bi ruooucrucvrseo ' b�=eolNlylyMM,�M��im��QQi��ry4yy-- 12 OQuIIiMlia.� ML d S pS 181 l�lll •8�8 la I I la 1 I 44. 1 1 Y 3 . m..33. D N g e E g,:WAD AHW ML 1 M.� W92 S drowing no. LEAF CORNER Wl2— 8 � sheet 9„_of,9 MIAMI-DADE MIAMI--DARE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 HOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3152599 NOTICE OF ACCEPTANCE (NOA) rvww.niiamidaae.Eov/eeonomv 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. F. DESCRIPTION!Series"400"Aluminum Window W_aIE System-w/Window Inserts-S.M Et •• F APPROVAL 'DOCUMENT: Drawing No. W12-09, titled "Series 400 Alurx..indow Veafl•Systerri•• • (S.M.I.)", sheets I through 9 of 9, dated 03/02/12, with revision C dated 12/01/1,5„lyvDared by Alrarooq•••;• Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dada CAwUy Product Control Revision stamp with the Notice of Acceptance number and expiration date bythe-Miami-Dade:Count3••••• Product Control Section. •••• • ••••• MISSILE IMPACT RATING: Small Missile Impact Resistant00 •••••• ••••• LABELING: Each unit shall bear a permanent label with the manufacturer's aame.or logo, city, state, .• series, and following statement: "Miami Dade,County Product Control Approved”, unless otlFrwi;j noted••• • herein. .'. :....: RENEWAL of this NOA shall be considered after a renewal application has been fileland there-bis been • no change in the applicable building code negatively affecting the performance of this product.i TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an.endorsement ' of any product, for sales', advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. � ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.12-0801.03 and consists of this page I and evidence pages E-I and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. -� NOA No.15-0603.14 MiAWINWE COUNTY Expiration Date: December 20,2017 ` • Dec mbar 107, 15 Approval©ate. Pagel Y ! Eco Window Systems,LLC r NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die,drawings and sections. ` (Submitted under previous NOA No. 12-0801.03) a 2. Drawing No. W12-09, tided "Series 400 Alum.. Window Wall. System (S.M.I.)", sheets 1 through 9 of 9, dated 03/02/12, with revision C dated 12/01/15, prepared by AI-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 'window wall . system,prepared by Hurricane Engineering&Testing, Inc.,Test Report No. HETI-10-30648,dated 01/18/11,signed and sealed by Candido F. Font,P.E. (Submitted under previous NOA No. 12-0801.03) 2. Test reports on: 1)Small 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 aluminumwir*w wall system, prepared by Hurricane Engineering & Testing, Ii#c.,.Test RejibYts No.V**:' HETI-10-3065, HETI-10-3067, HETI-10-3069, and Hl�D;10-3070, 'all; dated '- 10/18/10, ;10/18/10,all signed and sealed by Candido F.Font,P.E. ...:.. Submitted under revious NOA No. 12-0801.03 • 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94"* 2) Uniform Static Air Pressure Test,Loading peg V$C,TAS 202-94 ••�' . .. ...... 3) Water Resistance Test,per FBC,TAS 202-g.4.... . along with marked-up drawings and installation diagram oT an ;lu.mixum-window••�• .....• wall system,prepared by Hurricane Engineering&Testing,Iqc.,�t Reports No. ;.•..; HETI-10-3064,HETI-10-3066 and HETI-10-3068, all dated 10/1.9/10,all IsMed aed ' ' sealed by Candido F. Font,F.E. (Submitted under previous NOA No. 12-0801.03) 4. Test reports on: 1) Safety Performance(Drop Load)Test,(class A,Sec. S) per ANSI Z97.1-1984 and CPSC 16 CFR,CH II,Part 1201 along with marked-up drawings and installation diagram of an aluminum window wall Y system,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-10-3096,dater/ 10/18/10,signed and sealed by Candido F.Font,P.E. (Submitted under previous NOA No. 12-0801.03) Manuel PeA P.E. Product Controlx finer NOA No.1 603.14 Expiration Date: December 20,2017 Approval Date: December 10,2015 E-1 t Eco Window Systems,.LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC Stn Edition (2014), submitted dated 06/02/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E 1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). { E. MATERIAL CERTIFICATIONS 1. Notice`of Acceptance No. 14-0916.10 issued to. Kuraray America, Inc. for their "Butacite@ PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5t1 Edition (2014), and of no financial interest, dated June 1, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Reports No.:HETI-104065,HE'lylul4•3067, HETI-10-3069,HETI-10-3070, HETI-10-3064,IIETI-10-3066,HETI-llr3068 and HET140.3064R, all issued by Hurricane Engineering&Test n ,.lip.,alf aaleA ...... 10/18/10 and 01/18/11,all signed and sealed by Candido F.FQQ�V..F. .' (Submitted under previous NOA No. 12-0801.03) ��• 3. Proposal No.`10-0233R issued by Product Control Section,dated 10411211 signed by--:-'. Manuel Perez,P.E. • (Submitted under previous NOA No. 12-0801.03) .' . . . . ...... G. OTHERS • 1. Notice of Acceptance No. 12-0801.03, issued to Eco WindowSysttms, LLIG Ar their ' $ Series"400"Aluminum Window Wail System With Window Inserts—S.M.I., approved on 12/20/12 and expiring on 12/20/17. t { t t anuei ez,P.E. Product Contr xaminer NOA No. 15-0603.14 Expiration Date: December 20,2017 Approval Date: December 10,2015 E-2 t A •• •• • • . •i i. • '• • • • i • • • • • i�•� . . • • • - - '. • •yi•• 0 111 • • iii REINFORCING AS REDD. • ••• • i•• W WALL M WITH NINDOW INSERT _ sEEt$E� �DO CAPACITY &, OR 4 SEE SHEETS 3&J4 y _ y ••• • „t!,_-•• A•A?Li%TEM WILL CONTROL.. A N �-a 5 ___� • • • 8 • • • � 5 Z 3 m FOR CAPACITY • • • • • N 1 II Q M . . .,1, .. .. 00 : C ' •H� ......_.............-...— 0 uz u e n Q�m � H 9 2 �/ '- _ __......._ // ,WN �/ of J - In v J T G c3= 3,aM s �m � S 3 i -' AX. I En 0 r f3 .. 4'MAX. 4"M ...._„� 4� '.__.. ,, 1 MAX.MULLION SPACING HEtD/SILL ' U'-1i/p �'}, HEAD/STYLE HERO/SILL SEE SHEETS 3 8 4 ' W CORNERS CORNERS I , CORNERS H f ANCHORS TYPE A,0 OR C ICHORS TYPE A.B OR C ANCHORS TYPE A.B OR C__,< 2, 3 OR 4 AT EACH JAMB—' _2.3'OR�4L 2,3 OR 4 AT EACH JAMB--� SEE SHEET 5 T`E1CN.510E�Qf MULLI08 SEE SHEET 5 SEE SHEET 5 H SERIES_400 ALU1MMM_ yINllOW WALL SYSTEM THIS SYSTEM IS RATED FOR SMALL MISSILE'IMPACT,` a & MIAMI-DARE COUNTY APPROVED IMPACT RESISTANT SHUTTERS ARE INSTRUCTIONS: REQUIRED FOR INSTALLATIONS UP TO 30 FT. OF GRADE. USE CHARTS AS FOLLOWS. SHUTTERS NOT REOD. FOR INSTALLATIONS ABOVE 30 FT. OF GRADE. 0��IR rttkftPlortdo STEP 1 DETERMINE DESIGN WT10 10A0 REOUIREMENi BASED a7 out' 8 CODE REQUIREMENTS FOR SAFEGUARDS MUST HE OBSERVED. ON WIND VELOCITY,BLDG.HEGHT,WIND ZONE Boadin8� —o x3.24 USING APPLICABLE ASCE 7 STANDARD. Am tm THIS PRODUCT HAS SEEN DESIGNED AND TESTED TO COMPLY WITH THE STEP 2 1)•c t7� -- CHECK GLASS CAPACITY TABLE ON SHEEP 2 FOR REQUIREMENTS OF�THE 2014 (5tH EDITION) FLORIDA BUILDING CODE GLASS TYPE,GLASS DIMENSIONS(WIDTH•HEIGH7J BY I INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). AND PRESSURE CAPACITY' W a& tlCI N>Na �+�<m. WOOD SUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER, THE CMACttY SHOULD EXCEED THE O(:SIGN LOAD. M LOADS TO THE STRUCTURE. STEP 3 CHECK MM)OW WALL:SYSTEM CAPACITY MR OESIREO SMALL MISSILES IMPACT .HEIGHT AND MULLION SPACING USING CHARTS ON 4 ' ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS SHEETS 3 Nt 4. E.S,:JAVAD AHKAD I j EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. ML FTA,PEIf ToSYi ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETMLS ARESTEPUSING MARTS ON SHEET S SELECT ANCHOR CAN.3538 .... s NOT PART OF THIS APPROVAL. 4 OPTION WITH OESION RATING MORE THAN DESIGN LOAD ,I A'LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. SPECIFIED IN STEP t ABOVE. `D ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE, STEP 5 VERIFY UNANCHORED JAMBS, IF USED AS PER SHEETS drawing no. MATERIALS INCLUDING SLIT NOT LIMITED TO STEEL/METAL SCREWS, THAT 3.4 AND 7. rt 9 n COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE STEP 6 THE LOWEST VALUE RESULTING FROM STEPS 2.3 012115 REQUIREMENTS OF THE FLORIDA BUILDING CODE. AND 4 SHALL APPLY 10 ENTIRE SYSTEM. elleet 1 of g .. .. . . . .. .. . . . .. . . . . . . . . CLASS SHAD CAPACITY- PSP • ••• • ••• • •••, 4 W OWLS TYPES 01D.WIDTH D.L:O.WIDTH • • • •• • •• • �� ..._ - • • • • • • • • • fl.{.{� NOMINAL DIMS. 'GIS' & 'Gist' • • • • • • • r DLO.WIDTH M.D.HDCNT EXT.(+) ENT.(-) _.._.___.............._ _.._.. • •130.0 • 26-7/2' 90 • ••• ••• ••• • - a- -r' a + - .0- - - - - _ 32-1/2' 90.0 130.0 G 38-7/2' 90.0 130.0 �' p 78-3/4' d •• • • • •• ••• •• 44-5/2" 90.0 130.0 J • ;• • • • • • • • 50-1/2- 90.0 130.0 •� z '/ '% • • • • • •• • • 56•-1/2' -90.0-" 130.0- Y• /' • • • • • • • • • ' 26-1/2- 90.0 130.0 .. . . . . . ... .. VR i 32-1/2' 130.0 /. 530.0 0 S 44-1/2" 90.Q 50-1/2' 90.0 ,130.0 Qi 56-1/2" 26-1/2- ...9�:..........130.0 32-1/2" 90.0 _130.0 38-//2' 90,0 730.0 SILICONE 40'3/4" 0. _i 44-t/2" .W.90.0 30.4 DOW CORNING 995 H J no 50-1/2" _9MOW i 00 SN.K:ONE 1/4"HEAT STREN'D CLASS ? ------ DOW CORNING 995 .060'interlayer N 56-1/2- 90.0 130.0 �n Butacfte FB � ` 26-1/2' 50.0 130.0 1/4-NEAT STREN'0 CLASS By'Kuroroy Anwko,Loc' ' 32-1/2' --!-G 130.0 060'Interlayer -1/4'HEAT STREN'D CLASS :rW 38-1/2- 90.0 130.0 Bolam!.PVB � V)�N 44-1/2" 96-3/4' -90.0 130.0 w By'Kummy Americo, Inc.' -•3/8'NR SPACE y t� 3 nM 47' 40.0 130.0 1/4'HEAT.STREN'D CLASS 1/4'TEMP.GLASS M O OM n s0-1/2' 9Q.0 130.a 1 Z »� 26-1/2' 90.0 130.0 • J2-7/2" 9D.0 130.0 m z i 38-1/z- 90.0_ 130.0 w }� t t O'r p"' 102-3/4' j ,i r - __.90.0 130.0 1D °� 7 44-1/2' ,...900- 130.0 O 10 1 \ 10 7 49' 90.0 130.0 � t 2e-1/2- 90.0 1_30.0 ..W.:.........._.,........ ' 32-1/2- 90.0 130.0 3 c � b 38-1/2- 90.0 130.0 w r SPACER 108-3/4" y� 47` 90.0 530.0 \ g 'C 8 .0045'THE. o g t3 ®®® STEEL p 44-5 j2' 90.o 130.0 =. gg qq 47- 90.0 130.0 m GI.,ASS DUT 01's 26-1/2' 90.0130.0 _ ro 32-391/2" Soozooc 036-1/2° 174-3/4' 30.0 130.o g 44-1/2S_ ...... b PROUI aREVISED .t as comPl7'm91`'ith the PlW WO Engr.JAVAD AHUAOCML S q r iSaildlnll - 3�.�}�„ EIA PE 70502 AitatbnDeL• �"i CAN.3530 fi gg A41an11 t.ru NOTE: drawing w. GLASS CAPACITIES ON THIS SHEET ARE al) ,Nis W12-09 BASED ON ASTM E1300-09 (3 SEC. GUSTS). sheet 2 a1 9 . . *:0 • • • • 000 ..�. • ... . ... _ O JAMB k MULLION WAD CAPACTPY - PSF • • , •• • •• ' • ,�U W JAMBS k MULIMS WITHOUT MTERMWI4TE NMZONjQ.S • • • • • • • • JAMB'J!' I JAMB'd2' LAMB72' • •'r • • • --• - 1 NOMINAL DIMS. MULL'Mt' MULL'92' MUIL'M0' • • • • • • • • '""" '--- w WIDTH(w)- FRAI£fE'GHT .(4)FHT.(-) .(+)94T.(_) ,(4)INT,(-) JO' 90.0 130.0 90.0 730.0 90.0 130.0 'Ep HAS 38' 90.0 130.0 90.0 130.0 90.0 130.0 • • '•• i•• �•• •• 42' �. 90.0 130.0 404 1304 90.0 130.0 � • a I {8• 90.0 130.0 90.0 130.0 904 130.0 ..�._... •• � • • • •• pf -"." ...-"" 0 REINFORCING REQO.AT 2C 54' 90.0 120.6 40.0 1304 90.0 130.0 • • • •, • • • • -UNSECURED JAMBS ONLY .,,,_..._ __..,._....,._,_.__ WI Wi W2 �W3 .. , SEE CHART FOR CAPACITY 60• 90.0 i 12.6 940 130.0 90.0 130.0 _. • • • • • • ••• •• - _ s JO` 90.0 730.0 904 130.0 90.0 130.0 WIDTH Wi �Q 36' 90.0 130.0 404 130,0 904 130.0 AT FRh1JE C� 42• 90.0 1244 90.0 130.0 90.0 130.0 'Wl4TH (N� ,, + WS y� 48' 90.0 171,5 90.0 130.0 50.0 1340 .................._ ._.........._..._..___.... AT FRAME MULLION 54` 90.0 101.9 90,0 130.0 90.0 '130,0 h.2 ___ 60•' 90.0 54.8 90.0 530.0 90.0 130.0 y 11 30' 90.0 1304 90.0 130.0 90.0 }30.0 1 36' X1.0 123.1 904 5304 90.0 130.0 42' 46• 90.0 10713 90.0 130.0 90.0 130.0 48' 80.0 95.9 90.0 130.0 904 130.0 UNSECURED JAMB'JJ' UNSECURED LIND 12' 54' 87.3 87.9 90.0 129.7 90.0 130.0 _.._......__..__ „_...............129.._.._ W-0- SILO 1%.C{'�Sx._tN"� lY,ItY'4 Sz N'3 60'` 80.9 80.9 90.0 120.1 90.0 130.0 ��trr.731 T.5580_ 10.991 4.10 �` 940 122.2 40.0 130.0 90.0 130.0 liz J6' 90.0 103,41 90.0 1(30.0 50.0 130.0 " �42' 90.0 90.3 1 90.0 1130.0 90.0 48' 102' 848 811.8 90.0 123.4 90.0 130.0 ti 03 LL .. 0.0 ......_..._ g 54' 73;6 ,736 90.0 1124 50.0 130.0 } 3 560 71.7 71.7 90.0 108.9 SOA 1130.0 A 21 O 61') n 30' 90.0 1025 90.0 130.0 90.0 130.0 _. �.... . . a•- _.._.. _ _.. ..._. Z 3 36• 86.6 86.6 50.0 130.0 90.0 130.0 42' 108' 75.5_..75.5.....9QA...12L3 90.0 130.0 O=18 J i 48' 67.4 _.674„„90.0„ 107.8 904 ,130.,0 53' 62.1 62.1 90.0 99.2 90.0 122.4 W mm . 30• 86.9 88.9 9D.0 130.0 T._ ....��..� .0...................._. 36' 73.3 73.3 90.0_ 1J0.0 42' 114` 6J.8 63A 90.0 1340 48' 56.6 56A 90.0 117.2 50' 54.9 54.9 940 113.1 - N 30` 74.3 74.3 90.0 130.0 c R 36' 62.6 62.6 940 129.7 120• ..................._...__. 42' 64.4 54.4 01. 90.0 112.6 . L 48' 48.3 48.3 90.0 500.5 MUIJJON'MI' MUIJJON'M2' MULLION'MS' a n +> 0 «- Ir IN{ SK IN 3 (Y W 4 SY IN'J lz IH�4 8X IN"3 R ...„.__..___._.„... 6614..._. b ek 8.7306 3.8093 50.8376 4.20(4 AWMINUM 10.8376 ��2614 ......................................... .................................,...... m u 3TBE[. 2.000 1.0000 c SAL+k Sil z 1,9 16.6376 Y Engr,JAW1D AIAIAOCW FiA.PE 1 70592 '"a( CAN.3536 rttovucracvlssv Osce11M11yin6w5th/hel7aida• ; 8 DuOding 0ud0 - 03.1.4 c:::...:-:........;.........- droving no, W12-09 A e product u� �.ZQ��t eneei�3 ot,9� JAMB &MULLION LOAD CAPACITY -PST - • ••• • ••• • ••• AAff$S&NUt1M WITH INTFR4RWIE NOPIYJINTAL6 DiTERME4UTE •INWRMEOOkTE • •• •• • •• •• � w JA31B`J E' JAMB`J2' JAMB'J2' IIMZONTALS HORIZONTALS • • • """"""" """"""""' • • • • • • • NOMINAL DIMS. MUIL'Ml' MULL`M2' MULL'M3' _,�.!_.a__.t ••• • •• • Z 3 WIDTH(W) 1RwE frtx9rt XL{4}IM(-) xY.(.)94r,(-) xr.(4)WT.(-) 30' 90.0 130.0 40.0 130.0 90.0 130.0 36' 90.0 170.0 944 130.0 90.0 130.4 4T _ _..... 42` Ba` 90.0 130.0 40.0 130.0 90.0 130.0 rFx • C' • •• ••• •• a RJo �__ t8' 90,0_ 117.2 9tlA _130.0 _80.0 130.0 bac •y�-i • • • • •• REINFORCMO REW.AT q 54' 90.0 1042 804 130.0 90.0130.0 •j- • • ••• • • UNSECURED JAMBS ONLY _. _......_.._..."......_ "��111111 ((( 60' 90.0 93.8 90.0 130.0 90.0 130.0 _._.___._.._...._ l.... • • • ••• •• SEE CHAT F*OR CAPACITY, 30' 40.0., t30lo,,,,,90A,,, t3D.0..._90' 130,4 36' 90.0 130.0 90.0 130.0 90.0 130.0 MMM ^^^{{{ 0.60 ......................... 42' 90' 90.0 115.8 90.0 1304 90.0_ 130.0 ,_ 0 $ 48' 911.4 101.1 DOA 130.0 90.0 130_0 IY�TFi Wt �` S iii^444 ___...........'1 AT FRAME JAMA Q 54` 89.9 89.8 40.0 130.0 90.0 _130.0 (L= 60' 80.9 60.9 90.0 120.6 90.0 130.0 VADTM ON) � W2 + W3 30' 90.4 130.0 90.0 130.0 80.0 130-0 AT FRAME MULLION 2 J6' 90.0 117.5 9007" 0 130.0 90.0 130,0 4Z 811.0 100.7 90.0r7'u 0 90.0 130.0 48' 90.0 ,,,88,1„,,,90.00 90.0 134.0 UN813CURBD IAMB'JC UNSECURED IAMB'12' J .... _.............I_... 54' 78.3 78.3 90.03 90.D 130.0 tx H^4 Sx W 3 Gc,_nY'},Sx , ��-..7�5 - tU.5919 4.1082_70.5 90.0 90.0 529.2 - 4.731 �0 � 3tl' 90.0 118.3 90.0 130.0 90.0 130.tl g '�' 36' 9_0.0 98.6 90.0 130.0 90.0 _130.0 s 42' 102' 84.5 64.5 90.0 .1304 90.0 530.0 §; W 48' 73.9 73.9 904 115.9 90.0 130.0 g 54' 65.7 83.7 90.0 103.0 90.0 127.2 56'. 63.4 63.4 90.0 99.4 90.0 122.60 tb M 30" 90.0 99.6 90.0 130.0 90.0 130.0 •� Z 0_j ' _..._.___..._..................__.... 36' ,83.0 83.0 Wo 130.0 90.o 130.0 3 ... Z 42' 106' 7L2 71.2 rv90.0 f 182 y90.0 f 30.0 0.4_j$� 48' 62.7 62.3 90.tl 103.4 90.0 121,8 ., O•-iJ -3 "._............................_......�..... W m 7 k' 53' 36.4 36.4 90.D 83.8 40.0 l f 3.6 30' 84.7 84.7 90.0 430.0 90.0 130.0 'T 36' 70.6 70.6 90.0 118_.4 _90.0_ 130.0 42' 114' 60.5 60.5 90.0 101.5 HDA 125.3 46' 52.9 52.9 88.8 88.8 20.0 109.6 _ 50 50.6 50.8 65.3 85.3 90.0 105.3 - At 3tl' 72.6 72b 94.0 121.8 solo 130.0 o R �• 120' 60.5 60.5 90.0 tO1.S 90.0 129.5 42' 51.9_ 51.9 874 87.0 90.0_ 107.4 L Y ¢ te'. 45.4 45.4 76.2 78.2 "90.0 94.0 MULMON'MI' MUUJON 412 MULLION'M3' c w VOW sx w-� Jx 9r� sx frrs '4 9'z ui�3�] ._ ' (} JI ii et o 4 ��8.77013� 2.6095�� 10.8778 4;2014 AL 1N 14.8378 1.2014 � - ._._....___....._. _.............. _._._,.__ _............................. o< 976BL„__, _2.000 (,0000 _c TOTAL 16.6376 ---" k ALUM r k 5'R X!A q 4 n8r.JAVAD AHWADmL F ! T41,PC 1 10592 ' PRODUCT ED REVISCAN.5538 • as com(dyi9g iY40Ih9 Pi do �Z Ih+Hdlag CblW f'�/,,,/'],Z A� Fm11ot1D9W EC '� drawing no. W12-09 Mim h n �.__�._ sheet_4 of 9J ANCHOR LOAD CAPACITY - PSF ANCHOR LOAD CAP Y }54' • •• • ••• INTERMEDIATE EKT.(+)k 94T.(-) EXT,(+)k (_ • •• • •: •• HORIZONTALS TOPRONAL NOMINAL DTL73. ANCHORS TYPE'A' ANCHORS TYPE'B' k•C' NOMINAL DIMS. ANCHORS TY 'Ai A RS TYPO'R' k'C • • FIXED UTES � I ._..__... ._..._..._..._._.._.....___._....._.._..._......._ • ...._. ra WIDTH(W) FiAME HEK,HT A2 A9 A4 R2/C2 BS/CS H4/C4 W€0'TH(W) FRAME HEIGHT A2 A9 _-- -^_^ �..... K 30' - 130 30.0 130.0.0 `t3o.0 130.0 130.0 1 30' � `90.6 130.0 130.0' 115.9 130.0 130.0 - .___ - � _ 28- _ 36' 119.6 530.0 130.0 „130.,0130.Q, 1Jtl.0 36" • 755 113.3 530.0 90.6 f30.0 130.0 -- - __...... 114" -...........__._ __"-".e.........._..., _�'---•- .�.. �i 42' 102.5 130.0 130.0 130.0 130.0 130 64.7 97.1 129.4 .8 124.2 130.0 z r r __......._............................_...0 42" 82..__..___.. .�.__.. ••• • �,`tP '*bu. *tTa< QR 48• 72' 89.7 130.0 130.0 114.7 130.0 1304 48" 5a.$ 64.9 11 . .4 1 • • N 53" 81.2_ 12IX 130.0 103.8 130,0, 130.0 30" 86.1 129,1 130.0 110.6 130.0 130.0 :• • �C W ._-._.._.--.---.-'__�...._.;.....,........_.._..._.._.._.....,. t 54' 79.7 119.6 130.0 161.9 130.0 130.0 36" 71.7 107.6 170.0 S.7 1 ,0 t .d p 120 • 58' 76.9 115.3. 130.0 98.3 136.0 130.0 42' 61.5 92.2 121.0 766 1170 IV ••• •• 1. 71.7 10'7.6 1304 01.7 130.0 130.0 48" 53.8 &a.7 107.6 68.8 103.2 130.0 W7 W7 W2 W3 30' 130.0 1.30.0 17010 130.0 130.0 130.0 O O p cr -....._._.__._........................._.....___.._......................._........_ 0 38" 110.4 130.0 130.0 130.0 130.0 130.0WIDTH (W) = WI it 42• 94,6 1304 130.0 121.0 130.0 170.0 AT FRAME JAMB Q 48' 78' 824 124.2 130.0 105.8 130.0 130.0 WIDTH } _ W2 + W3 g Fs 53" 754 112.4 130.0 95.9 130.0 130.0 AT 2 t4 OS FF F' 54• 73.6 110,4 1304 94,1 1304 30 1 .0 FRAME MULLION 56' 70.9 106.4 130.0 90.7 130.0 130.0 -- - --� 60' 882 99.3 130.0 84.7 127.0 13010 a 30" 123.0 130.0 130.0 130.0 130.0 130.0 J 36' 102.5 30.0 1 130.0 130.0 130.0 130.0 42'' 87.8 130.0 ;30.0 1123 130.0 1304 (/1 48 76.9 115.3 130.0 98.3 130.0_ 130.0 � 84' 69.8 104.4 730.0 89.0_ 130.0 130.0 7- 54' 68.3 102.5 7304 87.4 -130,01304 yWt 56' 65.9 98.8 130.0 84.2 126.4 13(1.0 g �� 615 92.2 123.0 78.8 117.9 130.0 V1 30* 114.8 1380 i 30.0 130.0 1304 i30.0 z O O M.n 36' 95.8 130.0 130.0 122.3 130.0 1300 ' Z_ W 9j 82.0 121.0 130,0 104.6 130.0 1304 48" 71.7 107.6 130.0 91.7 13Q.0 130.0 - _ L'f p 53" • W.0 97.4 129.9 83 1 124.6 13Q.0 4' 3 3"3• 3"3• w Q' SC 83.8 45.6 127.5 81.5 1223 130.0 56" 615 92.2 123.0 78.6 117.9 130,0 4' � 60" 57A 66.1 114.8 73.4 110.1 130.0 ,4" 30" 107. ................ _ 89.7 130.0 130.0 114.7 130.0 130.0 PROOTIC, 1r9A drc 4lmide _._.___.._...__.................-.._......................................_0- ......._ TJ 4I I Y 0 42` 76.9 f15.3 130.0 98.3 130.tl 130.0 Wt lwNo �.. 48' 61.3 100.9 130.0_ 96.0 129.0 ..,130.0 ry a 53' 60.9 91.4 121.8 77.9 116.8 130.0 �. 54" 59.8 89.7 ;19.6 76.4 114.7 130.0 " 6 1• I 6t-3 » 3"� 6,, 3 3' t _...9................._._............__....................._.__............... ....._. d 73.7 t10.6 710.0rE.....-'_ 5101 60` 53.8 80.7 107.6 68.8 103.2 730.0 3` 3' 3 _.. - USE SEM CLIP UW-403 AT 30" 101.3 130.0 130.0 129.5 130.0,,,, 1304 v ANCHOR LOCATIONS OF SUFFICIENT LENGTH o ., ..... ....__._.-..____........__........_....._..._.......__............. TO COVER ALL ANCHOR SPACINGS m 36' 84.4 128.6 130,0 107.9 t30.Q 130.0 .BZ.CE d.$.-R4+-Cr7 A4 Ia, a y q ...._.07,9 .........0.._............._........... «3« 42" 72.3 1095 130.0 92.5 , 130.0 770.0 46' 102' 63.3 94.9 126.6 80.9 121.4 130.0 0.4 m 53' 57,3 86.0 114.8 73.3 i10.0 130.0 _...___......... ANCKO.B-�I TYPI?S:SEE SHEET 8 FOR DESCRIPTION 54" 86.3 84.4 112.5 71.9 107.9 130.0 « ----- ---- AM A2 = 2 ANCHORS TYPE'A' AT EACH SIDE OF JAMD AND MULLION WAD 56' 54.3 81.4 108.5 89.4 104.1 130.0 B2 = 2 ANCHORS TYPE'B'AT EACH SIDE OF JB AND MULLION En9r.JACULM 30' 95.8 ;30.0 130.0 122.3 130.0 130.0 C2 Y 2 ANCHORS TYPE 'C',AT EACH SIDE OF JAMB AND MULLION P.A.PE J 70542 .. GAN. 538 39" 79.7 119.6 730.0 101.9 t3o;o 130,0_ AS - (3)ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION $ t 42' 108" 66.7 1025 130.0 87.4 ....130.0 30.0130.0 H9 = (3)ANCHORS TYPE 'B'AT EACH SIDE OF JAMB AND MULLION li b -__�_..... L'3 3 ANCHORS TYPE'C'AT EACH SIDE OF JAMB AND MULLION _.__..............._......... 48" 59.6 89.7 119.6 76.4 114.7 1300 Sr 54.1 81.2 108.3 60.2 1036 130.0 A4 (4)ANCHORS TYPE 'A'AT EAGH SIDE OF JAMB AND MULLION ��2df drawing no. W12_-a9] sheet 5 of 9 `� .. .. . . . .. .. . . . . ... . . . . ... � x ` • K'rP1 ANCHORS ••• • ,_„„,�R C. l� V Pi WOOD'WCKBS� SEE E ~ "` _._..._. ...._._...._._......_..._._.._..........................__ 1\ SEE GELEV EDGE DIST. FON SP fµfµ • Flirt YNC•• •• • •• WO�•B W ` • • • • • MWST SUSTAIN LOADS IMPOSED STRUCTURE GLAZING S15TEM WINDOW e.• / TRANSFER THEM TO THE BU • S . .•.. '-. - ., ,'.• _ �.�- � • _ ••• • •• RD BUILDING STRUCTU Z _ -_-- �. / o I J. APICAL ANCHORS; SEE ELEV. FOR SPACING —' __ Q� G 91 �� I �� ( -• ••' • • • ••ro •9. ' (fu-177 KSI,Fy-155 KSI) got �; - A q • • • •• • I IMTO 28Y WOOD BUCKS OR WOOD STRUCTURES • • • • • MTH 1-1/2"MIN. PEN ETRATtON i WOOD (R� -- Z ALtERNATE • •�x• • • ••• • i V I�e1 In IA N THRU 1DY WOOD BUCKS INTO CONCRETE $¢2 fiLbiTO.P,ONCRE7 K C d r DIRECTLY INTO CONCRETE OR MASONRY 0.3 re .WITH 1-1/4" MIN, EMBED INTO CONC.OR MASONRY It I ANCHOR EDGE DISTANCES 3 TO CONCRETE AND MASONRY 2-1/2"MIN. J • i INFO WOOD STRUCTURE 1"MIN. 6.1 — - _ o ds U I i a5/16'Ola ttLTRACON BY'ELCO (Fu-177 K51.Fy+.155 KSI) INTO WOOD STRUCTURES t WITH 1-7/8' MIN. PENETRATION INTO WOOD THRU IBY OR 28Y WOOD BUCKS INTO CONCRETE I t I WITH 1-1/4- MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE OR MASONRY V :: to WITH 1-1/4" MIN, EMBED INTO CONC. OR MASONRY UYT a u = O a0' /nl AN(yx_1R EDGE Oic_TS M \JJ •, ALTERNATE 1 INTO CONCRETE ANOMASONRY= 3"MIN. p M W' a' INTO WOOD STRUCTURE i-1/4"MIN. � �•-� ........ ......... — w § :Z: ........_.... 1 t. 2 W 2A 914 SMS OR SUE ARIL!IL G_%R�ST/5T (GRADE 2 CNS) 12 O,'4,J•�• 1 I o I I INTO METAL STRUCTURES W rnm W I t STEEL : 12 GA. MIN..(Fy - 36 KSI MIN.) y. E- I I ALUMINUM : 1/6"THK. MIN. (8063-T5 MIN.) I i I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) t i I ANCHOR EDGE O�TANCES • I t i INTO METAL STRUCTURE ® 1/2"MIN. .._.. ...._.._...__............... o o d WOOD AT HM, SILL OR JAMBS SO< 0.59 MIN. 8 i t I I CONCRETE AT HEAD, SILL OR JAMBS f c :'3000 PSI MIN. u '0 '' i i I I NORMAL WEIGHT CMU PER ASTM C-90 AT JAMBS I'm 2000 PSI MIN. I a a B-E_ALAM c 4 ALL FRAME JOINTS AND SEAMS SEALED WITH o 0 12 SCHNEE-MOREHEAD SM5504 ACRYL-R SEAM SEALER. «3 lAg�a� - 0C „ - i SO ALTERNATE ^ I /.'1 \ E"r:JAYAD k14M ODplyi,oegRHVIS&D FIA. t M992 " L......._...._......._— _._--•-- ___ ......................_ ._ uEldhty�CO& � c.AN Alae p, the no f<fa IN " P• .. •. o. By drawing m;: TYPICAL A4CHORS TYPICAL At, tkT4odun { ....EDGE„DIST. LU E - SEE ELEV. �........._.._. ....._... ______._.... SEE ELEY. W•)Z"O9 FOR SPACING FOR SPACING -- ---- - �4hDe1 8 Of 9 . • . 5A �// UNSECURED MULLION REINFORCING (/�\) AT 7 3/4'S��F ER�ILIWtlt EUPEWS � ••• •• ••• SECURED ima SEE SHE 3&4 `-' ...AND 20-7/8'e.C.�W(. • • y� • • � S t,.;.•/JAMB y FOR CMACtiY REOD.AT Rf7NR JAMS*MULLION By - • • • • l' •�OR N �' "j 3c -'- UCK 2 WOOD D _ .w. _ ._. .. •• _ Q- - - .. i ( --- . • 1• • "• :• ...._0 It 6:0 0 00 < :.: , It €,tl • • • 11•. • 0 •• •• IBY €€ �: gra J� _.- �.._.___. _.................._..__._____ _.....v..-_._,_. .____ _._.- ,... WOOD BUCNR s '.r O.L.,-a'G.............._..........., f EX'PERZOIi .;".;::; • ;. Ila"MAX, i/4`MAX. .. 1 . .• :` SHIM SPACE ` SHIM : JAMB REINFORCING r .. _ _.._..._D.l._OPG.._ ......... :•..: AS RfOD. _..."'. ' SEE SHEETS 3&4 EXTERIOR FRUSHES . FOR CAPACITY NOT BY MIN&MAX. ECO WINDOW SYS. MIN&ANC. SILICONE s (3 c GAP FRAME YAM GAP_....... DOW CORNING 790 N SEE CtWRi -�� , SEE CHART DEPTH- 1/4"3.9N, BELOW BELOW v (nl UNSECURED MULLION REM€FORCINWG f�.1 FULL LENGTH FOR i 5 (d)SECJAMED SEE SHEERS 3&4 �•G'/ UNANCHORED JAMBS ALTERtUITE FOR CAPACITY ALTERNATE ALTERNATE } w lay .. (A€- WOOD BUCK 2A TYPICAL ANCHORS Uf SEE ELEV. i, FOR SPACING ,O OM ji IL II r.11 _ 11 p It •i�l I� � W�f NAEraL i Aj _ _. _. __ _ _ _ j! STRUCTURES •o,' I AI- J�- - SECURED JAMBS i RFJW.NOT REOD. Y if 1/4"MAX D.L. )PO._.._.._ 1 EXTERIOR 5}RM SPACE R z 1 • " - "" JAM 8 REINFORCING D.L. OPG. �-.°��t::,;+� SILICONEgg .• AS REDO. DOW CORNING 790 K SEE SHEETS 3&4 EXTERIOR FINISHES DEPTH 1/4-MIN. 3a MIN &MAX. FOR CAPACITY NOT BY ECO WINDOW NYS. MIN&MAIL g CAP FRAME t41OTH GAP SEE CWWT ... __........._- _._—___ SEE CHART BELOW BELFRY o d MA%.FRAME CAPS FOR UNANCHORED JAMBS G 4 H N MIN_.,,•.................-_. IJPTO � 1/1'DIA.80LT AND NUT AT 7-3/4"FROM ENDS NOTE: AND 20-7/8"O.C.MAX. ,,,,,._........ MAX.MOVEMENT CONSIDERED-10111 STRETCH. EtW:JAVAD AMMAD �€ •€ PLEASE REFER TO SEALANT MANUFACTURER'S DATA AND APPLICATION CML T n MANUAL FOR COMPATABILITY OF SEALANT TO SUBSTRATE&TWNMNVALL ----- FIA.PE(70b9I 'a MATERIAL/FiN1SH AND COMPLIANCE FOR WARRANTY. CAM.154 �. REFER TO ACI-117-10 FOR CONSTRL.TOLERANCES. PROT)UCTREYISL•li ALTERNATE SEAIAWS AT JAMB OMS CAN BE DESIGNED BY mmlgplYilC zn0l NGNr S7uNldo N3 .,. . ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES. AuiA 1�dft � drotrtn n0. GAPS LESS THAN 1/4'MAY BE DES€GNED BY ENGINEER OF RECORD BY um"U9t0 g THE USE Of BOND BREAKER TAPE OR 15%OF CAP ALLOWED MOVEMENT. �2 W 12-09 REFER TO SH£EfT:4 THRU 7 FOR SELECTION OF MULLION/JAMB WITH ttdvtt REINFORCED&uNREINFORCEO FRAMES. ny DEC 0 1. 015 sne�i 7�ot g .. .. . . . .. .. . . . . . . . . . . . • • TYPICAL ANCHORS • ••• Y ••• • ••• qq IBY EDGE WSF. SEE ELM • • •• • s• • � IV.N WOOD,BUCKS - ...........__......_,...._..,.1 FOR SPACING . • • • • • • • • ya 01 SILMONE ::.... •• • • . .• •.•, •• �g g i l Q DOW COfLYiNC 790 R q Mri7. Al zO 1 HIM 1 IRFI N __ 1 Iiik i p r-. t Nil i N -E 11 I N vi P �3 A I If j R Its= 1 II �� • t}.+d N REfAS RE. -{ I 1 IN 8� SEE SHEETS 2 k 3 - y FOR DAPApTv t, cc y. i ml nt. z 15 — 2A a � p i 1 1 II IT IfrH $ q. 3'm NN N.. N k I 1111 Hr Y.i$i7f� � O o"1 n z r`� �! 1 1 l v ki111p �A i Z��. JY ________________________ M W � 1 Ili •` i .a ________________________ d' W ---------------- ---------------- F1 -------------------------- I ______ EW WINDOW SYSTEMSMLAM .. Ia NDA ADE COMM APPROVED WINDOWSSEE SEE SEPARATE FOR � rA"1F- RI�Pj (IA SILICONE WSW RATING AND DETAILS EXTERIOR 1 DOW CORNING 790 g Go D.L,OPG. rfP' I ' 1 1 ' N 1 i E Engr:JAVADcm VIAND 1 3 °' ' FLA PE 70592 3 CAN. PRODUCT RGYISTiA r t r.�IIvIr Ns�.lw DIS aaa, a CO&AmptgcoN 5-0603.•1.4 ... AttePlmlw Flo drawing no. •Dato W12-09 BY ucY w ... .......... - - sheet 8 of 9 • y .• • .• .•• • • • ••• :0.0: • . . . . . • 5.000 ' ..-5.000......-.-r..._........... II&1!H0. PA ANTITY KSC YATERtAL MANP./SUPPLIER/REMARKB y U t88 198 1 WN-!! AS RROD. •RAME HWD/Siti/0UWMULLWb 6063-T6 - - �� s I� -_ �- _ _ _ - %-a._ N_ !A 2- UW402 • AS REOD.•iMRr-1N ifATE 00* • '- - W3-T6LD- - } - 2A UM-402 AS REOD. ALT.SHAD-9R MATE 6083-T6 1.750 1.750 2.625 �- 3 UW-404 AS READ. CiATBiO BEAD 6083-76 - .1....675 4 UW- RAkE 1NSkRi �. 6083-TS __.__�.......... ....._.... !!! .125_, .125 ._v3 _> -P, •�---•-1-• _�.• TYP TYR 5 UP!-�3 as ROOD.• SIiARCURy 3-x/4'LOAF AT JAMB ANCHORS 6063-T8 - �._......_.__ SA UW-40�..- , i ti.... 1.ENGiH• 8063-78 ` a 58 UW-403 • 86 RiDO.• SI[ARAPUR`L.ErctH VARIES 7p COVER MICNOR SPACfllrS 8063-TS - ......__. ....r._..............._........._ __.�.____.._._.__.__�.._...._..._..... qq 0 to 6 IA/- ( 00. R1:�:R IItE 0• •• 6063-T6 FRAME HEAD/SILL/JAMB/MULLION ALT. FRAME HEAD/SILL/JAMB/MULLION 6A - AS REDO. STIFFENER BAR GAIV.S7EEL AX Fu MIN.- 58 KSI _....__....................... _ __......_..._................... _ VW-406 AS REGO. GLAZING GASKET .........................._..____......................�_.._.____ 3.738 4/CORNER FRAME ASSEMBLY SCREWS r - PH SMS qg 3.738 ....._..______._....._....____._..__.....__............___..__._.......... __._.v L, 9 - 2/LRE SMINO BLOCKS AT 1/4 POWTS NEOPRENE 3/t6'„X„1/2'„X,,,2' LONO j rr �_._..._.. ._______. ..........., .__..__ p_. f0 - - AS REOD, GLASS SPACER SILICONE FRANK LOW. LL Ooh �1 1.453 { 875 .084 094 TtP. TYP. �n5/ i V n 2 SNAP IN MATE 2A ALT. SNAP IN MATE 1.668 .094 A50 � ,,/ A � # �W 1..... ...... .. E75 L._............ T ooM '062 � -moi.631 •” € /' z 1.432 = / 3 (3 GLAZING BEAD 4 FRAME INSERT / / + U 1 w _\.�.......__ til rn FRAME TDP CORNfR -J.738--- Tfp � :Trr. 1t1 B ° R .t98 5 SHEAR CUP e 1.441 / .375- - / '` coag.. �..,' JjORiZONTAL CDRNER a o-%� 4.534 4.000 Engr:JAVAD AHMAB l25 tt P R6VIS&D FLA.IT N i30 92 'K�mPt7WR ILo}twida �. BwtaEalrc _0603.x, `.. .250 Accept•woAtB Gxpi nDMo �Zp1*J„ - .. / drawing no. .62b By 6 STIFFENER INSERT STIFFENER BARFRAME BOTTOM lEC W e29"�O9 MtAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RE,R) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) .www.miamidade.uov/economy ECO Windows Systems,LLC 9114 N.W.106'h 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(AIH). This NOA shallnot 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 I anner, 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. DESCRIPTIO :Serres 11700x'Aluminum Sliding Glass Door w/Reinforcements-L.M.I APPROVAL DOCUMENT: Drawing No:W13-49 REV C,titled"Series-700 Alum SLD.Glass Door(L.M.I.)", sheets 1 through 12 of 12,prepared by Al-Farooq Corporation,dated 09/27/13 and last revised on DECD 2015, ' signed and sealed by Javad Abmad,P.E.,bearing the Miami-Dade County Product Con.gol 1 eyision semp with the••;• Notice of Acceptance number and expiration date by the Miami-Dade County Product CMrol'SectidlL•. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant •��;•� � . Limitations: .... 1. See Design Pressures Vs Reinforcing,glass types and anchor capacity charts in sheet&&terior(posi0e)desigx:•• pressures are limited to+70 PSF w/2-3/4"sill riser and+47.0 PSF w/2"sill riser.I9"ei f esi0.Fre§stere fro"••• charts applies to entire system. •• 2. See approved configurations in sheets 1 fhru 4.The max frame are of alternate sizes nbf fd81ceed tested frame '. area per FBC requirements. ••• LABELING:Each unit shall bear a permanent label with the manufacturer's name or lJga,'cit;,,stateand series arid' following statement: "Miami-Dade County Product Control Approved",noted herein. •• RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,.advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. k This NOA revises#13-0912.02 consists of this page l and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda,P.E. NOA No.15-061 .09 MtAMFOADECOUNTY Expiration ate:`March 20, IIIIIIII Approval ale- December 17;ZO15— •+�t�'� Pagel XIA r ECO Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No.W13-49 REV C,titled"Series-700 Alum SLD. Glass Door(L.M.I.)", sheets 1 through 12 of 12,prepared by Al-Farooq Corporation, dated 09/27/13 and last a revised on DEC 02,2015,signed and sealed by Javad Ahmad,P.E. E B. TESTS (Submitted under file#13-0912.02) ` 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air.Pressure Test,Loading per FBC TAS 202-94 ' 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation-diagrams of Alum sliding Glass doors, prepared by Fenestration Testing Lab,Inc.,Test Report No. FTL-7405 dated 04/13/2013 and last revised on 02/10/2014,signed and sealed by Marlin D. Brinson,P. E. Note: The above referenced test report has an addendum letter dated FEB 10,2014,issued by Fenestration Testing Lab,Inc., signed by Ms.Iliana Sanchez,test report Author. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014 (5'h Edition),prepared by Al Farooq Corporation,dated 06/10/15 and last revised ori i3EC 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 00 " 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray Americ*,Wj (Fogner f.I. DuPont DeNemours &Co.,Inc.)for the"Kuraray Butacite 0 PYB interla$d?;'e*xpirit on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. (Former FT DuPont DeNemours&Co.,Inc.)for the"Sentry Glass©(Clear and White) GIass Interlayers", expiring on 07/04/17. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(51h Edition)and letter of no financial interest,prepared by Al Farooq Corporation,dated 06/10/15, signed and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal,dated 03/25/13 approved by Jaime D. Gascon,P.E. rr+,'� Ishaq I.Chanda,P.E. Product Control Examiner ' - NOA'No.15-061105 Expiration Date: March 20,2019 Approval Date: December 17,"2015 E-1 i .. .. . . . .. .. . • . . • . • • • • • 000 • 4 Jf!• • QLW64ER OF • • • •• • ,,,6 ANCHORS a 5" ?�,:, • • ii` • • • AT"ERLOCK ENDS I HEAD • • • NEAO• • � WE SHREET 5 FOR CAPACITY CORNERS• -i____` • • ,_ • •_ _ ...... Z. � a a .-w•--••—•---- • WAV DTN� chi INTERLOCKS WITH OR WITHOUT v"I iE �r REINFORCING Z .::.F=:::.......yj= SEE CHART#I LL=� if RE 1 INSTRUCTIONS Ll--- _ USE CHARTS AS POLLM. ! I �Q i ..................._.................................. _..... �I .STEP 1. SEE CHART[t ON SHEET 5 FOR GLASS CAPACITY AND REINFORCING REQUIREMENTS. .STEP SELECT SRL TYPE FROM SHEET 7 AND LMR EXT.(+)DESIGN PRESSURE AS SHOWN ON DETAIL. a STEP 3 SEE&MT/2 ON SHEET 5 FOR ANCHOR CAPACITY, pp ry i fi � rai xx STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 1 THRU 3 SHALL APPLY TO ENTIRE SYSTEM. I 11 RIM � � 1� RI K Z DAYLIIE OPENINGS WIDTHS: FIXED SIU–INTERLOCK - PANEL WIDTH – 7.125" I U:10 s INTERLOCK–ASTRAGAL = PANEL WIDTH – 7.250" �8 W m M.w ►NOWFCf BF,V1640 DAYUTE OPENING HEIGHT: PANEL HEIGHT – 6.50" ..____ _ •sensl+gFj vltk Ike FkwW PANEL HEIGHT DOOR FRAME HEIGHT – 1.5625" y 41 3/4` 41 3/4' FALSE OPTIONAL -......................_._...... ._.._._ __._._....._._.......__ ICgM•Reu C^ D.L OPG. D.L.OPG. .. OPTIONAE tS ,. THESE DOORS ARE RATED FOR LARIL GE dR SMALL MISSILE IMPACT. 48 7/6` SHUTTERS ARE NOT•REQUIRED. PANEL WDTH -- 46 7/6' howeedsaOrsi o P ......................___.... �� PANEL WIDTH . . SERIES-700 - ......................._._.............._..__._. ALUMINUM SLIDING f jLAS_S.,) D t " THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE SILL73"VAX. _ REQUIREMENTS OF THE 2614 (5TH EDITION) FLORIDA BUILDING CODE CORNERS ti LAMINATEll GLASS >- INCLtlOING RICH VELOCITY HURRICANE ZONE (HVHZ). o m u CLUSTER OF INSUL. LAM. GLASS TOY OR 28Y WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO 6 ANCHORS TRANSFER LOADS TO THE STRUCTURE. AT INTERLOCK ENDS LARGE MISSILE IMPACT - ^ Q ANCHORS SHRALL REAS LISTED, SPACED AS SHOWN ON DETNSEE SHEET 5 FOR CAPACITY MAILS, Engr:.MVAp AleAAO � e EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CIVIL ANCTYPICAL ELEVATION FTA.PE/70592 NOT PART f LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE CAN 3536 N07 PART OF THIS APPROVAL. OX A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. EC ALL SHIMS 70 BE HIGH IMPACT, NON–METALLIC AND NON–COMPRESSIBLE. ALTERNATE SIZE UNITS: FRAME AREA OF DOORS NOT TO EXCEED drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT THE TESTED FRAME AREA OF 72 SQ.FT. W1 — COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 49 REQUIRE14ENTS OF THE FLORIDA BLDG. CODE. sheet T oi�Q f CLUSTER Of • ••• • ••• • ••• S 5`MAX, ta"�.MAK. 4 6 6 ANCHORS w •• • •• • g —___ _. .__.......__ - .___ AT HITERLOCi�/ L ETy ...�i HFA '3EE SHEE,ivfl• • • • • • • M CORNERS • • O o • — • • • • 9 3 0 O� J J 147-7 16 ......._._._._.._""___..._._...__.._.._............. a 8 DOOR FRM1E WIDTH •• •` • •• ••• •• Q]]] c>' A 1 � � • • S • • • • • r r Q,�t�u A •• •• • • ••0 •• •• U C u. INTERLOCKS 911.11. WITH OR WITHOUT d r it REINFORCING SEE CHART/1 LL Z ;4 _ sr$ i I Z�e, - o i t n .__..i. w a,m w E MUNTIN D.L OPG. D.L.1/OPG'. PRORUCFpW&IkB �vr YW�pblq ril►Mt LInrMUf� q 42 3/16- 46 5/16' PANEL W10TH ., PANEL WIOTHT ` t ASTRWAL INTERLOCK 5•MAX SILL +i ta"MIX. qr' A�UITERCORNERS SILL - '� w S .. . AT MTERLOCK/ASTRAGAL ENDS TYPICAL ELEVAtiON SEE SHEET S FOR CAPACITY <m u a oxx Ert9r,JAVA6 AHWlO r tr i ALTERNATE SIZE UNITS: Fu PE f 7002 MAX.FRAME AREA OF DOORS NOT TO EXCEED ..3$u d� # THE TESTED FRAME AREA OF 110.7 SO. FT. ,101tT iI drowirtg no. i W13-49 � sheet p °r�2 c f .. .. . . . .. .. . CLUSFER OF 6 ANCHORS • ••• • ••• • ••• �(,,,,, � 5' MAX. 13`NAX. 4 3/6" AT INTERLOC NK ASRIAGAL E14O5 •• • •• • 1!!"` EM EAD SEE S F H7YP. •• _ ACITY • •• • • 4Y --4r ...!!.! • • •• CORNERS _. ___ ,_ ...._._v........_. • .. _r_ _t 97— 5555Ffiiiii 0 JJA DOOR FRAME WIDTH I•• • • • •• ••• •• 21 1 ' 4 110 INTERLOCKS INTERLOCKS 'r I WITH OR WITHOUT 1 t WRH OR WITHOUT ii- IF REINFORCING it E 'REINFORCING F6i: SEE CHART/1 it 1; SEE CHART/1 ly I+�A4 ...1 it ti li ii Tib 111 c — y ii 1 It (DD - O, —_ tE //. it /� _ 11 //• it // � aq Q��py IE 11 � 11 ✓ It V 7� � lti x E 1 I }} 11 11 it I, S �yh ' �1 t� ,�I i� � Q•-J h Z E+- -1 Cgs ._....._......... 42 T/16" ...__....................._... �g5 FALSE MUNTIN O.L.on O.L.OPG. " PRnWfREVIb'ED - OPTK)NAL 49 3/16" A�Wigr Kwk►ik F*rw pfqt+pp66 PANEL WIDTH 49 5/16' PANEL WIDTH q >>$$ --E---- ASTRAGAL INTERLOCK 8 3 T - - `E \I. IC I T 5"MAX. __. .._..., a • a ^i3'MAXXCLUSTEo '980 ` "CORNERS SR.L _ �� ry �6 ANCHORS c� TYPICAL ELEVATION AT INTERLOCK/ASTRAGAL ENDS u g m y .. Oxxx SEE SHEET 5 FOR CAPACITY -.. ` 4 E"q AVAD AMAID .. ALTERNATE SIZE UNITS: Crag. MAX. FRAME AREA OF DONOT TO EXCEED FILc ,353 Z ORS i THE TESTED FRAME AREA OF 144 50. FT. 5 R ' 2015 4 is W113 49 • sheat__'�..gfa� .. .. . . . .. .. . oa FRAME W. C) CD) C) ... ... ... �V 3 . .. .. �J • •_ _ ._ • _ . . _ . •NOTE: Z_ • � ._ 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 1 S 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS a REQUIREMENTS SEE SHEET 5. •• • • • •• ••• • 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 8. W -••--- ___ INTERLOCK • ••• • • • • •• • C w. �„ „,_____,_,„„„ • • • • • •• • • stag OX(SHOWN) EXTERIOR r • • • • • • • • • D •• • • • • • 000 •• O XO DOOft_FRAME WIDTH(.Op TABLE) ry OP DOOR FRAME VAOTH O 4/ �� V 0 4I A\ I _. __........_.....__ ... 04 _..._..._..._._........._. _ ...._.............._.._._ 1 _( ,.. JHiI............._ _..... 16I11 ACAt INTERLOCK —T OXX(SHOWN) EXTERIOR . (A XXO P ODpR FRAME WIDTH(SEE OP TAKE) DOOR FRAME MUM 0 ® CA _.......-__---- ..__._ _. ........ _-_.. p E l7v 3r ...........- ri _ , .... ... ©O Jur --- �v �) W�� o -� ._........._.. .._..._......... ASTRAGAL INTERtOCiC , OXO(SHOWN) •: EXTERIOR�r„ __..................__ DOOR FRAME WIDTH(SEE DP TABLE) DOOR FRAME WIDTH c o OHof !two a -o 4- c 0 _.. ._.__. INTERLOCK INTERLOCK ..��+....- OXXX(sNowN) OXXO � DOOR FRAME WIDTH(SEE Op TATTLE) xxxx = 4 Eng,JAVAD MNMAD n Q APPROVED CONFIGURATIONS ciNL 33 FLA PE 70592 _ CAH. OE drowing no. W13-4 sheaf 4 of 1� r y . . ... . . . . ... CILAIrr #i CHART%2 . DRSIGN LOAD CAPACITY - PSF (GLASS) CLASS TYPES GLASS TYPES •••. ••• STRE•••teSs J/f6'TEMP.CLASS 4 1 LOAD CAPACITY - PSF(ANCHORS) • • • •• •3/r * W � 3/8"NR SPACE t ' At. s ANCBCR4 • • • • • Q 1„ W-...�_ AWFICA DOOR FRAIE ItiTH017f RF.ITIF. Bl'MI REINF. AVERICE OWR FPAiK f14iiTE EIDE • • • • • • „_' Ia �er 3/16"HEAT S1REN'0 GLASS Z j PAKm NEL MOTH NFX}li' -PAWL IMM -HF • `• ••• By�r�•oy Amer€ca.Inc.'- T -.090'Inter", ars - Q RICKS wEXT.(+) INT,(-) T.XT.(+) INT.(-) 00" e"" EXT.(+) far.(-) Sentrycma 30 70.0 80.0 70.0 80.0 30 70.0 Al -3/16"HEAT STRE.N'D GLASS By'Kurmay America,Inc.' w n 38 70.0 80.0 70.0 80.0 36 7tl.0 80.0 3/f6'HEAT STRENWO GLASS 42 82 70.0 80.0 70.0 Ma. 42 82 70.0 80.0 •• • • • •• • •• ' 48 70.0 80.0 70.0 80.0 48 70.0 8_0.0 • • • •-� •„ • 54 82.2 71.1 622 71.1 54. 62.2 71.1 • • .•-. •• \ • 30 70.0 80.0 70.0 80.0 30 70.0 8`3.0 • . •/• • t \ • {� d 26 '41 23 36 70.0 80.0 70.0 80.0 38 70.0 80.0 f I 28 __.. l...............__......._ 42 84 70.0 80.0 70.0 80.4 42 84 70.0 80.0 SILICONE fI I� SILICONE ......._.__.. f R MIN I 48 70.0 80.0 70.0 80.0 48 70.0 80.0 ' ' , ( DOW 898 OaW 89s Z _ Q 54 82.2 71.1 62.2 71.0 54 62.2 -71.1 .......... 30 70.0 80.0 70.0 Solo 30 70.0 •804 1 f ! J 36 70.0 80.0 70.0 8D.0 36 _ 70.0 80.0 g��S ._._..._............._.......___........__._ / \ CARD XL I(l Q Z 42 90 70.a .. BU;D 70.0 8Q.0 42 80' ....70:�.... 8D.0 600 \ 29 / \ 29 0.0 -80. EDGE SPACER 48 70.0 80.0 70.0 80.0 4b 70.0 80.0 • �. ST,STEEL ...r ._...._._....................._...._.. .� 54 1 1 - - .62.2 71.1 54 62.2 71.1 GLASS TYPfi 'A' C.dRtt TYP 'Al' ,J 30 70.0 BOA 70.0 So.0 30 70.0 80.0 7118'OVERALL LAM.t'V55 1'OVERALL INSaL, LAM.GLASS 36 70.0 80.0 70.0 80.0 36 ..70;0,,,,,.,....8(1.,0........ ' 42 96 70.0 80.0 70.0 80.0_ 42 96 _70.0 80.0 3/16'TEMP.GLASS 48 70.tl 80.0 70.0 80.0 48 70.0 80.0 54 - - 82.2 71.1 54 62.2 71.1 3/16"NEAT SiREN'D CLASS - 3/8"AM SPACE 30 70.0 80.0 70.0 80.0 3070- .090'MbNoyer 0 8D.0 -3/18'HEAT STREMD CLASS _ 36 70.0 804 70.0 80.0 36 70.0 Sola Sutocite PVB 4 �h 98 -_..1.._..._.........___...._ ._..._......__.-._ 98 By'Kuroroy AmerIco. Inc.' .090"Interfoyer 3 h 42 70.0 80.0 70.0 solo 42 70.0 BOA -autocue PVe C1 00)46 70.0 80.0 70.0 LIRA 48 70A 80.0 3/16'HEAT SIREWO CLASS By'Kvratoy Amorlaa,Inc.' ',a 30 - - 70.0 60.0 30 70.0 80.0 -3/16'HEAT STREN'D GLASS Z ' ....__._._..................... ..__.................... 36 - - 70.0 Bolo 36 70.0 80.0 102 - --- 102 $ _ 42 BQ..o......__ 42 70.0 80.0, � v. ._._............... _____.__. 8 - - 70.0 1 80.0 48 70.0 80.0 30 - - 70.0 80.0 '30 70.0 80.0 ttF / 23 d -� �y+ 23 i Jit 36 - - 70.0 80.0 36 70.0 80.0 ^. f f it 28 f` f r n f 28 ""'"'�`� 105 .......... ._.__........._..___._.......... 108 _�....___.. _.__ f 1 42 80.0 42 ,,,,7Q;0- 80.0 + f SILICONE -� �� 70.0 80.0 48 70.0 77.9 f if "DOW 899 �� f i I DOW 899 t7 O f f g&o1F 28 '� \ / \ 29 /CARDINAL XL ��55 ._..._.... \ / \ EDGE SPACER i r 6 ST.STEEL mo S l M qS TYPB 'B' GLASS TYPE 'BI' 7/16.OVERALL LAM.GLASS 1'OVERALL INSUL..LAM.GLASS All EXTEfiIOR(+)LOADS SHOWN 1N CHARTS ABOVE ARE GLAZING _TIOS PRODTICFaFvagn+e+.nb+rol.IfAt4e""ft > �- m < m FOR DOORS WITH 2-3/4"SILL HEIGHTS. `.. �.ads �......_. ------- 17 - FOR 2'SILL HEIGHT LIMIT EXT,(+)LOADS TO 474 PSFN. �Z•� ��W -- - DOORS W1TH 1-1/8'SILL HEIGHTS ARE NOT APPROVED FOR Daftn INTERLOCI69 WITH REINP. WATER INFILTRATION RESISTANCE Ener,tAVAO 16V+D SEE SHEET 7 FOR DETAILS CML Oct FLA PE70592 .A C .N.3538 F NOTE: 1� k SEE CHART #1 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE AND REINFORCEMENT, g SEE CHART /2 FOR ANCHORS CAPACITY. NOTE: 2f)1,� LOWER VALUES FROM GLASS OR ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. GLASS CAPACITIES ON THIS SHEET ARE drowing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) �W13-49 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 "- """"' sheet Sof 1 t . € 1HY OR 2HY WOOD BUCKS AND METAL STRUCTURE-NOT BY ECQ WINDOWS • • ••• • •• • - MUST SUSTNN LOADS iMPOSEO BY GLAZING SYSTEM € UI hND TRANSFER THEM TO THE Bt.DING STRUCTURE. SEE ELEV. FOR SPACING •• • • • • • ••• •• ggqo TYPE 'A i/4 IA. ULTRACON SY 'ELCO' (Fu-177 KSI,Fy-155 KSI) 81 RSI) � THR y__bR_28Y RUCKS MITO CONCRET z 1_4=M1N. EMBED_INTO+CONCRET � � z 41 aGt TYPE 'B'- 1/4" DIA. ULTRACON.61' 'ELCD' (Fum177 K51,Fy-t55 KSI) N' DIRECTLY INTO CONCRETE ----- 1-3/4" MIN. EMBED _ U s TYPE 'C'- 1/4" Dhk SELF DRILLING SCREWS (GPADE S CRS) n m INTO MIAMI-ME COUNTY APPROVED;MULLIONS(1/8" TRK. MIN,) INTO METAL STRUCTURES ' STEEL : 1/8"TRK. MIN. (Fy = 36 KSI MIN.) W ALUMINUM : 1/8' THK. MIN. (6063-TS MIN.) v L (STEEL IN CONTACT WITH ALUMINUM TO 8E PLATED OR PAINTED) !._ — — — — — — ......... - -- —AT SILL ...... ...... — — — — /o TYPE 'B'- 1/4" OTA ULTRACON BY 'ELCO' (Fu-177 KSt,FY-1155 KSI) D J DIRECTLY INTO CONCRETE __I--3 14' MIN, EMBED -....... ......... _... — --AT JAMBS- g W a TYPE 'A'- _1/4" DIA. ULTRACON BY 'E CO (Fu-177 KSI,Fy-155 KS!) ` ---_--� INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1--1/2" MIN. PENETRATION INTO WOOD THRU iBY BUCKS INTO CONIC, OR MASONRY /R04UCtNE'Vf98D 1-1/4" MIN. EMBED INTO CONC. OR MASONRY I rp1•pgie�w�kgM * c 8 TYPE 'B'- 1/4" Ok ULTRACON BY 'ELCO' (Fu-177 KSI,F)-155 KS0 I 1( G Jq DIRECTLY INTO CONC..OR MASONRY C ' 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY �Cl" �ay� • 5 TYPE 'C'- 1/4' DIA. SFLF DRILLING REWS (GRADE 5 cRs) _ INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) INTO METAL STRUCTURES a c STEEL : 1/8' THK. MIN. (Fy = 36 KSI MIN.) ( a w ALUMINUM : 1/8" THK. MIN. (6063-TS MIN.) . L (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) „ _..... Enpc 4km AMA D I • g a&FIA. 97 g IN .35Ja TO CONCRETE - 2-1/2"MIN. .i; €NTO WOOD STRUCTURE — 1"MIN. 5 Y INTO METAL STRUCTURE = 3/4' MIN.' CONCRETE AT HEAD, SILL OR JAMBS Yc 3000 PSI MiN, drawing no. C-90 HOLLOW/FILLED BOCK AT JAMBS I'm . 2000 PSI MIN. W13-49 • �hee i . . ... . . . . ... JTYPICAL - }s�'+/a_.J�J _....._ ..•....- a,. •+E'..Dy-.IS•Y.�EOIR.S„.maP9ATbCA'y-I-ON-�1GS SEE ELEVS�./E8.•-�'.-. -•_-_'-" iB-Y �2t Y WOOD RUCK ..__ SiAGCERED • • • ••••••••• (SEE SHEET 1) '�TU ERED ii1iiLiam___L_I_________ ______-__ __._.-__.._. • • • � •• • APPR'D MULLION .. I {T ySHEETQ• EMI?ONOA••• FOGA OKi.l (SEE SHEET @) T {V...(.....Op._pt!lq E SSIA ED A •• • • • • OgO4 ✓FEL ANCtORS �SEEE (VRRF) rK SEE t UwnS�. FOR SPACING '` FOR SPACING Z _'r-� • Q WZ� � ' L 6 1 1 1 i R 111tODUCf RF.Y196U pQpQ i I EF f I nesp►7MRi Milt tM4 FNfl�� r�12•D Q tv 1 E w C3 O M d — _ {VEE ELM pW7 = 1-1/2" LONG NOTCH AT EACH END. i z " 0 1 F Q t W2 = 3/16" X 3/4" LONG WEEP NOTCH AT 22" FROM ENDS AND 36" O.C. 7=W_ ..._,� . W W3 - 3/16" X 1" LONG WEEP NOTCH AT 5" FROM ENDS I :I I III AND 36" O.C. tl FF E it 'i W4 - 1/4" X i" LONG WEEP NOTCH AT 5" FROM ENDS AND 36" O.C. _ EI i'- 1 11 FI PILE PADS: LOAD BEARING SWMS 14 �' S It ! ORI Pt = OPEN GALL FOAM AT EACH WEEP HOLE LOCATION POU STRENGTHROUT tJ . 1-1/16" LONG X 7/16" WIDE X 7/16" HIGH • 1e N-5NON-METALLIC =ISELF ADHESIVE PILE PAD 5000 5000 PSI LAIN. c i" X 3/8" X 1/4" HIGH �N-- cue-- P4 12 P3 = SELF ADHESIVE PILE PAD WITH MULTI INTEGRAL FIN H o•: ry .`Sy' 2-1/2" X 1" X 3/8" HIGH 0 R <m 0 W4 , ` x P4 = OPEN CELL FOAM AT INTERLOCK k ASTRAGAL 21 Y N 2" LONG X 1-7/16" WIDE X 7/16 HIGH - 1 _ ......_ WS...._ x . . Engr.CAD AHM06D ev zry .. .. .. 1 .... $ ..- •.,..,. ...'.`..: .:.......:._�.-. .. ..... A FLPE 1 711582 -.--. ........ C ._............ .... CONCRETE + U EX - IJ +� . •. .� •. PS FOR WATER RESISTANCE EXT(+)LOADS E%T(+�OapS 9 _ .3538 ' °low. -e._.;� 7047A PSF TO 70.0 PSF wt,wz . ... ............ [ ;_- I _ SILL HEIGHT VS WATER RESISTANCE EXT.(+)LOAD € drowinq n0. GERED TYPCCM.ANCHORS SEE SHEET 5 CHART T FOR WOR CAPACITY W13-49 PI -SEE ELEVS. __ FOR SPACING 5tt8Ct 7 Ot"12) .J • ••• 0 • • ••• J _ TYPICAL ANCHORS w _ _ ......._......:..............__ *PANEL:UtN _.._T—i i'�_•___. •• • Q ; 4 SEE ELEV. REINFORCING rr t5 FOR SPACING AS RE00.,,, SEC SHEET 5 TYPICAL ANCHORS QO FOR CAPACiIY 1 _ �j P9 W CDl n.L.*CIG.• • • •'C-� • roR S EV. N u ._....._...-..-......_ S� • •' a .. ....... ...... .___._ ..............___.......,as .. � - ....._........ ___................... Z i RRA 22 - • ZQ( ............. ..... V N .......Z..._.__...._._ __....... _.......�..........._.._.__._.__ 1!> • t7 INTERLOCK .. o •' ...._.............. _.__._.._ �........._............. 8 2BY SUCK ORROD..5TURE W 2 EXTERIOR SEE NOTE EET i � = O.L.O. 3 P.3 N n O on •. ,:; -•_ PANEL mOTH Z i S 3z�:-� 7 SHMA%. .... ._...DOOR FRAME WIDTH(SUOp TABLE) 1/SHIM w om PRODMf REVISED111101111 "? pCU v Ft:tk7� N I 9r.JAVAD AHW D , clvu $ FLA. #7 • ca ssb drawing no. „. W 13—49 she1 tg ory�z} PANEL • ••• • ••• • ••• V '� ..._._._.._____._ MDWJH • • •• • •• • �rn • . . .- R ffORcwG PANEL.WlaTN • . • • ..._A6 RE(*. __.......___...�........_ • • • • • • 9EE SMiET S '- _ - _ • • ••• • •FOA CANACITY PJm. �' D.t_OPG. D t FI I 1 P2 a _ .. _�__ __ _..._�_ — •..�..AR.._..•_...._:_.•__• � .. !�._. - Hots SEE EU ANG .......... FOR s. • - -.._._._.... SER fV. -.____.r .- < . . - • �....._.:`- AND DUANTTfY M SPACING 8 _ J d _ 2a _ 2a j � � Q Z 27 L '` .....- :_"=-T METAL ......_......... .__................_...._�.__._..._._.._.___. - .._..-. - _ STRUCTURE -i a - U Q ASTRAGAL INTERLOCK 17_................___... ............ a J 7i -� ..........._.._....... ......... _...............__»... ._..._._____'",___.......____"_.___..........__......_,.,.. ..._ �. -_............._...... —._____' EXTERIOR DI.U. 3 27 P3�- PANEL WID1H tJ TYPICAL ANCHORS -,,, DOOR FRAME WIDTH(SEE Dp TABLE) t/4"101 o_"T SEE ELEV. __ _ ..._...... ..�... ............_.. .................... SNDA FOR SPACING ZI Ta i) g 0 c) �3 Lu ME a r FRODUCrA VWJ) roily»ur I%*FUdd. ww.itc"l 21 v 55yy �T Z � H r E.Vr JAVAD AHMAD 1 g CML FLA 70592 trKKii C.� �s8 �.l e � } drowing no. T/4•MAX. W13-49 DOOR FRAME WIDTH . _..._.......... ---. __......_._. sheet of 12 J tT6M/ PART p QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIE"EMAWS v f E701 1 FRAME HEAD 6005-T5 -r • • • • • s• • �' .-_...._.........._ Y. 2 E702. 7 FRAME S61 — - • • � �_ - • • • • • n 600E-iS 3 E703 2 FRAME JAMB 6083-TS - _• • • • • • • •_ � � _ Z 3 .... .._._ ............. .. __�_ ...._ ..___..___... " 4 0704 2/PANEL PANEL TOP AND BOTTOM RAO. 6063-T6 - • •• • 000 • Q is ROD. PANEL LOCKSTIIF. _......- ................ B if _... 6_. E706 AS REDO. PANEL OUTER INTERLOCK 6063-76' ..._ 4' 7 E707 AS REDO. PANEL INNER INTERLOCK WSJ-T6' - .._..................._ .... -.... • •• ••s •• 8 0708 A5 REOD. pANEI MALE ASTRAGAL 6063-Ts - f�-T• • • .• • • W 9 E706 ,AS REDD. PANEL FEMALE ASTRAGAL 6063-T6 - • • • • •• • • 10 E770 AS REDD. GAZING DEAD 7/16"LAMINATED GLASS 8083'TB - --�--� • • • • •' 11 E771 AS RECD. GLAZING DEAD 1'R45MATE0 CLASS 6063-T6 - 12 E712 AS REDD. SILL TRIM -._._._..............._____,...................__._.,.._____...._ _, O O W63-Ts OPRONAL 13 E713 AS REDD, 2'SILL RISER 6083-16 - a0 74 E7t4 AS REDD. 2-3/4"SILL RISER .—...._.__......._......._.. 8083-T6 _ ......_______.__...._____........_ G 75 E775 AS RFOD. f01E0 PANEL CLIP(CONTINUOUS)A^.-� 17 E717 -AS REOD. INTERLOCK STIFFENER(FULL PANEL LENGTH) 6063-T6 - —._.._.....__... ,._-.. ..........................—__ ..._..._..—. _..._.......__—______..._......__....,�_...................... i6 /10 X 3/4"FLY4FI SNS AS REOD. FRAME ASSY,SCREWS ST.STEEL - , I&A e10% t"FN SMS AS REDD. PANEL ASSY.SCREWS St.STEEL - 14 /e X 1/2'PN SMS 2/CUP FIXED PANEL CLIP SCREWS ST.STEEL AT 3"FROM ENDS do i6' O.C. �j $ 20 #10 X T-t/4'PNI SMS 1/ROLIEA ROLLER/JST.SCREWS - NOT SHOWN J ..... _.._ ......................._. , 21 WEATHERSTRIP AS REDO. FRAME ANO PANEL WEATHERSTRIP - FIN SEAL.790 141 M BY tA,TRATAB o 22 E235 AS REOD, INTERLOCK SMPER OULD SANTOPRENEULTRAFAS g 23 E203 AS_REDD. CUIDNC BEAD BULB _ S94WRENE ULTRAFAD. DUROMETER 65t5 v _ _ 24 PR03-6008 2/MOV.PANE TANDEM NYLON WHEELS I4 ST. STEEL HOUSING INTERLOCK(1/2•MTG.SPACER REDD. 25 E718 2/PAN6FIXED PANEL SKATE DELRIN - _____.____._.._..._.. in W 28 •/8% 1/2`PH SMS 2/CUP FIXED PANEL SKATE INET,SCREWS ST.STEEL _ .~ 27 - AS REDD. 3 PLY DUAL POINT LOOK ASSEMBLY -- - BY INTERU�K IDM g 0 O� 28 .........._.......... _AS REQO. 6UMPON(SILICONE SPARER) SILICONE BY FRANK LOWE Z 3 29 AS REDO. SETTING FN.00KS AT 1/4 POWs EPOM DUROMETER 80iS SHORE A g 3Z 0 V A 0"W J N Wm> k r MODUCtittvi D r•My414 Wok Ike FtoefdA SEALANT AmomRW., 6 ALL JOINTS AND FRAME CONNECTIONS SEALED WITH aM 21 o WHITE/ALUMINUM COLORED SILICONE. IL u¢§f� g<m„ „ � n Eng,:JAVAD ANMAD CML ttA PE CA �538Sg2 g'• dro'ng no. W13-4s , shaat 10 0(12 • 5.059 -- -"�"'-SS62 • .. _ .-3•`''BZ ••• • ••• 0 .......... 1.3,2- .824- .' . ... .'' .: • .......... 045 - �I( 0 - .078 f •937 .. ...050 1.021 X �. t.fiI148 2.105 i -.OTB 1.048 937 .062 1.998 --1.998 ^ .....:._ .._......_._..._..` .• ......-•.•... • •• ...1.252 (t I ,._.. 1•'-,.z52 a u �a • • • • • -2.625 ''11 i 2 '�""• •'• "Y' GLAZING BEAD .GLAZING BEAD \:1 FRAME HEAD (D PANEL LOCK STILE �� •• • • • • • ••• (LMJ t"w5UL.LAM.GLASS 1 i 7/18`LAM.MASS -1.47, � • 07 PANEL INNER INTERLOCK g i p .210 Q ril a ............. Y� .062 .............•.^...3.562_______...,._ .210 .,. 4._a--S 4 ., .068 a gCC 7....._ .,�- - 210 068 2.687 3.250 _ 2. 1J -. .078 078 1'648 1.937 .-. I I 1.047 1.047 1.047 J $ --ll .125 1 .068 _._� �............... 1 5,532 " ,.998 ----t.82J ----2.625 12 SILL TRIM 13 2" SILL RISER i4 2-3/a"Sill RISER W tp � �(� W .062 - [ `J PANEL TOP Rc BOTTOM RAIL \_`J .PANEL OUTER INTERLOCK } SS h 2.248'---- O p M . Z .__... 4 -.,25 8 $z u, A49-T- 149 -J(� 1.494 D78 U^W Q Q FRAME JAMB 1.540 W.' �..�.....;._..... E 1.998 2.067 03. FIX. PANECUP t INTERLOCK S0FFENER I Ma91NMON�D Uf •6TY1►6Mo 1,139 1022 3.687-..-.........- 1.824 oie CR WkD�" C 0 FRAME SILL i�2d 3620 3.998 5.274 L 78 Fm?o 1.648 oo .._�...... ,076 Ener:JAVAO ANMAO 0641. FL&PE 70592 2.500._._____ CAN,3538- D Q15 .iw 2.000 r_dra.�wing�g....n no, /� W13-49 Ll PANEL FEMALE ASTRAGAL O PANEL MALE ASTRAGAL �sheel�TT 0172 ,- 1 0 .. • • • •. ••• •• /"� U 'may • ••• • • • • •• �. � �OC J U FRAME TOA CORNER PANEL TOP/BOTTOM CORNER V)w t 2w 0 ° 0.� U re w MMDUCPREVIND + r mwpygr wift The Fioiq o A CA1i !C-Db12•C} EgierMa Dan s r��_t� <m� E.Vr. MAD M11A0 n r K[A PE J 705cm 92 C.".1p13538 draw FRAME.BOTTOM CORNER t IW13-4-' a sheet 12 of 12}