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WS-15-2154 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-242067 Permit Number: WS-8-15-2154 Scheduled Inspection Date: May 06,2016 Permit Type: Windows/Shutters Inspector: Porto Jr,Jose YP Inspection Type: Final P Owner: BARAN,JOANN Work Classification: Window/Door Replacement Job Address:350 NE 95 Street Miami Shores,FL 33138- Phone Number Parcel Number 1132060136080 Project: <NONE> Contractor. IBERICA CONTRACTORS USA CORP Phone: (786)200-0423 Building Department Comments INSTALLATION OF 28 HURRICANE WINDOWS lnfractlo Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed iP �� I Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid May 06,2016 For Inspections please call:(305)7624949 Page A of 30 y, Miami Shores Village q ` 10050 N.E.2nd Avenue NE rE Miami Shores,FL 33138-0000 'y ' E Phone: (305)795-2204 ..' Expiration: 0612012016 Project Address Parcel Number Applicant 350 NE 95 Street 1132060136080 Miami Shores, FL 33138- Block: Lot: JOANN BARAN Owner Information Address Phone Cell JOANN BARAN 350 NE 95 Street MIAMI SHORES FL 33138-2714 Contractor(s) Phone Cell Phone $ 20,000.00 Valuation: IBERICA CONTRACTORS USA CORP (786)200-0423 Total Sq Feet: 3500 Type of Work:INSTALLATION OF 28 HURRICANE WINDOW Available Inspections: No of Openings:28 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $12.00 Invoice# WS-8-16-56826 DBPR Fee $5.70 08/24/2015 Credit Card $50.00 $390.40 DCA Fee $5.70 Education Surcharge $4.00 12/23/2015 Credit Card $390.40 $0.00 Notary Fee $5.00 Permit 1& $380.00 Scannin ee $12.00 Technoi Fee $16.00 Total: $440.40 ^•J t-i In COnsid`J ion of the issuance to me of this permit, I agree to eta�t pe g 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 q9s permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required fo l-ECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AF IDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction d zoning armors,I authorize the above-named contractor to do the work stated. December 23,2015 er Applicant / Contractor / Agent Date Buildi g Department Copy December 23,2015 1 ,ljG� J AUG•2 4 2015 Miami Shores-Villa e Building.. Department" 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 k,/ Tel:.(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(30S)762-49.49 FBC 2014/ BUILDING Master Permit Noiiz PERMIT APPLICATION Sub Permit No. ,BUILDING ❑ELECTRIC . [] ROOFING, ❑ REVISION F-1-EXTENSION F1 RENEWAL ❑PLUMBING ❑MECHANICAL ❑PUBLIC WORKS CHANGE OF []CANCELLATION '[—] SHOP CONTRACTOR. DRAWINGS !OB ADDRESS. 3IS 0 M5 f Sr/a01_ City Miami Shores Country Miami Dade, Zip: 331 3 Folio/Parosl#: is the Building-Historically Designated:Yes NO_ Occupancy Type: Load: Construction Type: Flood Zone, BFE: ll FFE: -OWNER:Name(Fee Simple Titleholder): Address: City:10li-A-Y State: F1 zIP,: Tenant/Lessee Name: Phone#: Email: C FQ�Nk, �1�/ Ga?l c�i�L� r ( "U!�? JToIgRI 0 ft 4l L 00011 r CONTRACTOR:Company Name: Cn r6-)? Phone# Address:* l Y /0r1114 ,; rr4 tti — State: LO/ZI17'4' zip: 33d3 . QualifierName:�lA�✓/i '�� 4iqLr� Phone#: 30. qqs U� State Certific atlon or Registration#: C GC Certificate of Competency#: DESIGNER:Archifect/Engineer: Phone#: Address. City: State: Zip: Value of•Work for this Permit:$ 20/000 Square/Linear Footage of Work Type of Work: ❑ Addition ❑ Alter-action ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Specify color of colorrtthru We: Submittal Fee$ • Permlt•I:ee$:550 CID. CCF$ 12- r CD CO/Cc$ ` ® DBPR$ E5•�D Notary Scanning Fee$,ia,�„�_Radon Fee$ Technology Fee$ Training/Education Fee$ '4' 'Ck3 Double Fee$ Structural Reviews$ Bond$ 0"? TOTAL FEE'NOW DUE$ 17391cy (Rewsedo2/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City •• State. . Zip Application Is hereby made to obtain a permit to do the work and Installations as indicated. I certify'that no work or Installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws.regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,.TANKS,AIR CONDITIONERS,ETC.... OWNER'S AFFIbAVrr: 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$250t!,,the applicant must promise In good falth 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 riotice of commencement-must be posted at the Jab site for the flrst inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted:notice, the inspection will not be approved and a reinspection fee will be charged. Signature �G � Signature _ _ OWNER or AGENT CO• CTOR The foregoing Instrument was bcknowledied before me this The foregoing instrument was acknowledged before me this day of .20 'f� .by AQ day of 20 _,by Lt�iAe1 ,who is�Sersonally known to ho is personally known to me or who has produced as me or who has produced-11!19 1�P,o'L� as Identification and who did take an oath. 'Identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Si Sign: Print: PH Seal: S I* PubHe State of FWWS LAIMLOPEZ Joanna M Eeacano INC41d9111SiV t FF A18040 / MY Commission FF 082753 * 1c w Expires 01H212018 EXPIRES: 15,2017 APPROVED BY TY477"PlansEmmin-er- Zoning Structural Review Clerk (RevM02/24/2014) �5 Es- 2r�y .4�CORD® CERTIFICATE OF LIABILITY INSURANCE DAT122/23/23//22015015 l) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les) must be endorsed. ff SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsemeft A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Brian Reilly Best Rate-Insurance Exchange Of America PHONE (866)616-0065 FAX No: (305)403-0801 8600 NW 17th Street E-MAIL ieaunderwrMng@bestrate-insurance.com INSURER(S)AFFORDING COVERAGE MAIC B Miami FL 33126 INSURER A: PREFERRED CONTRACTOR'S ASSOC INSURED INSURER B IBERICA CONTRACTORS USA CORP INSURER c: 54 NE 106 STREET INSURER D: INSURER E: Miami FL 33138 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. OLICY IN TYPE OF INSURANCE SR ADDL POLICY NUMBER pSUER POY EFF (MMfoD EXP LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1 000 000 DAMAGE TO RENTED CLAIMS-MADE �OCCUR PREMISES Ea occurrence $ 50 000 MED EXP(Arty one person) $ 5 000 A PCIC5026-PCA533981-02 12/15/2015 12115/2016 PERSONAL BADV INJURY $ 1 000 000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 1 000 000 X POLICY El JJECT F-1 LOC PRODUCTS-COMP/OP AGG $ 1 000 000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea acddeM ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident UMBRELLA LIMOCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETORWARTNER/EXECUTIVE ❑ N/A E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ Ndescribe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT I$ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101.Additional Remarks Schedule,may be attached H more space Is required) CGC 1522673 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village Bigd.Dept. ACCORDANCE WITH THE POLICY PROVISIONS. 10050ne 2nd ave AUTHORED REPRESENTATIVE Miami Shores,FI 33138 ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD r Page 1 of 1 SITE SPECIFIC WINDLOAD CERT CA ';' ITY AL-FAROOQ CORPORATION P Y 1235 S.W.87th.Avenue I Miami,FL 33174 1 T.305.264.8100 1 F.305.262.6978 1 www.afceng.com I alfarooq@afceng.com Project Number: 15140-898 Date Requested: 8/18/2015 11:33:10 AM Client: Javier perez Mailing Address: javier perez iberica Contractors USA corp iberica Contractors USA corp 54ne 106st 54ne 106st miami shores,FL 33138 miami shores,FL 33138 Project Address: 350 Ne 95 st Job Name: 350 Ne 95 st miami shores miami shores FL 33138 Wind Load Analysis for components and cladding with Project Information ,, impact protection as per specification of ASCE 7-10&2014 Wind Speed 175 mph FBC. Risk Category 2 Building Classification Enclosed Design Wind Pressures (PSF) Exposure Category C Trib.Area(ft 2) Zone 4 Zone 5 Roof Type Sloped 10 +44.2• 4$.0 ji!2• -59.2, .... Mean Roof Height 24.00 ft ZONE 4G7 ds10%OF LEWeW4ftIZONTA►DIAMSION ....:. Elevation of Opening 24.00 ft ZONE S HEIGHT•H•F64 StOI a ROOF Is•THE mw4.... • Least Horizontal Dimension N/A .ROOF HEIGHT ••••. • . . 0• • 0000 • 00 06•04 CalculationsGeneral •0 •• 000• . • 0000• 0000•• —— • 0000•• Directionality Factor(Kd) 0.85 •••• • • �.,. . 0000.• Velocity Pressure Coefficient(Kh) 0.94 •••_: d � � • 0000.. Velocity Pressure Coefficient(Kz) 0.94 •• ;••r • • Topographical Factor(Kzt) 1.00 F'�1 - -tea• lid Velocity Pressure(Qh) 62.5 psf Only with E gineer's SealDEC 212015 Velocity Pressure(Qz) 62.5 psf w Gcp Zone 4 +1.00 Gcp Zone 5 +1.00,-1.40 z� .a z� Notes: fi Based on data provided by the client. Ultimate wind speed used to determine velocity pressure. Ultimate loads converted to design loads as per 1609.1.5 of the FBC by 0.6 multiplication factor. ? °y ©2015,Copyright AI-Farooq Corporation I — CAN(EB)#3538 BUILDING REVIEW APPROVED DATE �' '� . . .•. . . . ..• . •. .• . . . .. .. . 4Y•2. -59.2 LP4.2 -S9.2 ••• ••• C,4 AfEM wblJ W W C WT WNW i • • • ••• n� o 23 4)t2)c rw4.rau COP y CASfM rtQl"0W 2�6�z VOG `+Ati6avT wi w 4/8f-10+Me MIAMI SHORES VILLAGE 1/f t .4o+I/C aolvvs, BUILDING DEPARTMENT � 20� 5, x{4.2- s�.2 APPROVED BY D AT r: v�r.Z -59.Z l -- AUG 2 4 2015 ZONING � '. 1 3S' x3} wC-arrws�W /8•t•90-t �Ig 2�- STRUCTURAL CkSe mcmr Wiava v 44•z -W ELECTRICAL ' �x'l>1��`Z4a"L4reo PLUMBING 4�1•Z -t18 MECHANICAL eOW44-S$ BUILDI%C .t =350AA695�t CA R P44"W v 7VStM LIA@CE ,7f i$54ALL FEDERAL, STATEAND CCU,�'IX1RULm�AN® RE�ULATI®NS �� wo rwldDav 20 OWN souNapear i;A zusu 417'Eo ag SO CAJFWQ1 CiA00W 1a x 2�31s No 3'Ir 4.90 qxr 3)c" MvWav s CI FmGv 'wl ArooaV �N6 +'/g 3+)t VO C,9.lfP4C rWlAAXWy�t --59.2 +N aovf°�u�ucdf�7 •� SowuopQ�� VSucs►TEb 11g�'3 �/8 1.315 4iR+d/8•Y.?V�•i/S_ 4q--1 -997,-L •• •• • • • •• •• • yt ZONE S, jua CA(fo MA w%uoow how` 4<{.Z. — .Z. 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'\. a,' ive.google.com/drive/folders/OB7tAT24QF9MVT3FXYjZIeEx4M2s 1/1 M IAM I-DADS MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE(NOA) www.mtaMidade.aoV/economJ Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product ERProduct Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"Eco-Guard 100"Aluminum Single Hung Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W09.08, titled "Eco-Guard Series-100 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09,with revision E dated 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. :••••• �..... MISSILE IMPACT RATING:Large and Small Missile Impact Resistant .. •• LABELING: Each unit shall bear a permanent label with the manufacturer's ntmn v logo'cil l state, • model/series, and following statement: "Miami-Dade County Product Control App`AtV8d'•, unless o erwise ;•••• noted herein. •••'. •• RENEWAL of this NOA shall be considered after a renewal application has beenAlgO and there has been ••••• no change in the applicable building code negatively affecting the performance of th"Pr�duct. ••'•:• TERMINATION of this NOA will occur after the expiration date or if there has bpefl"vision or change .00::0 in the materials,use,and/or manufacture of the product or process.Misuse of'this NOA A an Adersetnent of any product,for sales, advertising or any other purposes shall automatically terntinate•phis NCS;.JFAlure :"'• to comply with any section of this NOA shall be cause for termination and removal ofVOA. • •• 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.14-0317.02 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15.0406.12 MIAM1'uADt?couNrr 60 �2,jpj? Expiration Date: April 08,2019 c0 Approval Date: July 02,2015 Page 1 I Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0224.07 and previous NOA No.14-0317.02) 2. Drawing No.W09P08,titled"Eco-Guard Series-100 Alum. S.H. Wdw.(L.M.I.)", sheets 1 through 6 of 6,dated 02/12/09,with revision E dated 06/23/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202.94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7635,dated 12/09/14,signed and sealed by Marlin D.Brinson,P.E. (Submitted under NOA No.14-0317.02) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with installation diagram of a 106-1/2"wide x 76" high ECO-Guard Series-100 aluminum single hung window, prepared by Hurricane Engineering & Testi>pg Inc. Test Report No. HETI-08-2166A, dated 12/15/09, signed and sealed by:•• ido F.•"•:• Font,P.E. (Submitted undep NOWNo. W-9224.07) • 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 20T94'' 2)Cyclic Wind Pressure Loading per FBC,TAT.101-794 .. . :06000 along with installation diagram of a 106-1/2"wide x 76" high�p:Guar&Series-100••;••. aluminum single hung window, Prepared by Hurricane Engimming & >�$ Inc. •••'•Test Report No. HETI-08-2166C, dated 12115/09, signed and seftt.ed by Can ...... Candido F. •• Font,P.E. (Submitted under ;YO. 09-0214.07) ....:. 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 ; •• :••••' :0060: 2)Uniform Static Air Pressure Test,Loading pd.WC;TAS 80J�4 • 3)Water Resistance Test,per FBC,TAS 202-94 •• • 4)Forced Entry Test,per FBC 24113.2.1 and TAS 202-94 along with installation diagram of a 53j/4"wide x 76"high ECO-Guard Series-100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc. Test Report No.HETI-08-2168,dated 12/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 09-0224.07) Ma a Tez,P.E. Product Co ro xaminer NOA No.15.0406.12 Expiration Date: April 08,2019 Approval Date: July 02,2015 E-1 Eco Window System LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(cowwum) 5. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 53-'/4"wide x 76-1/4"high ECO-Guard Series-100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc. Test Report No.HETI.08.2170,dated 12/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 09-0224.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC Sth Edition (2014), dated 03/27/15 and 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14.0916.10 issued to Kuraray America, Inc. for their "Kuraray Butadte®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-5'b Edition(2014),and of no financial interest,dated March 17,2015,issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 6666 6666.. 2. Laboratory compliance letters for Test Report No. FTL-7635;i ssae j by l gnesiration 9 Testing Laboratory,Inc.,dated 12/09/14,signed and sealed by g�jit1 D.BE&W,P.E.•••••• (Submitted under previous NOA No.14.0317.02) 609:99 ;,6666 3. Proposal issued by the Product Control Section, dated 03/250-,o Vigned'by0 Jaime • 0000 Gascon,P.E.,Product Control Section Supervisor. 00:000 (Submitted under previous NOA No.14-031Z """ • 0 6666.. 6666.. 4. Laboratory compliance letters for Test Reports No.HETI-08 Z1fim,0 6 9 • HETI-08-2166C, HETI-08-2168 and HETI-08-2170, all issue& by ;mane " Engineering and Testing, Inc., dated 12/29/10, signed and sealed byCandido F. Font, :00000 P.E. .. 9 0 ; 0 (Submitted under NOA No. 09.0224.07) 00 0 G. OTHERS 1. Notice of Acceptance No. 14.0317.02, issued to Eco Window Systems, LLC for their Series "Eco-Guard 100" Aluminum Single Hung Window - L.M.I., approved on 04/10/14 and expiring on 04/08/19. Mansel P.E. Product Cont Ex finer NOA No.1 0406.12 Expiration Date: April 08,2019 Approval Date: July 02,2015 E-2 • ... • . �•� : 0 . ... O U 53 1/8" 53 1/e" Ilti� co WINDOW WIDTH • WJX W WIDTH 47 3/8" •• •'• •• • '• :4W.3/8- z D.L.O. (FIX. LITE) •, D.L . (. LITE)• • 0 • , 6' X. " :•• ••• ••• •••••• • 12MAX. ••• 6"MAX. 12MAX. CORNERS HEAHEAD D j H 3 Zm A �g 10 2 • •i •• •• • `— O Qali io O LL II • • ,• • •• • 0 • 1� It :.. ;to• i • • <O It _JI __it II SWEEP LATCHESAT I I FROM ENDS j 4 �i ii it TYP. li I� 11 Z r B \X I I 1 Sp p I II It P'=---it---- I--- a it It z g 1; v O It 3d ,n pp d M n o 1' C, y II yp O t� II VI W 1'3 4 11 \p E-O -- FAL N� IINO ANCHORS AT SILL NO ANCHORS AT SILL 0 oFALSE NUPITINS SE NUN7INS (SURFACE APPLIED) (SURFACE APPLIED) z t$'TIpNAL 47 3/8" tlPTIUNAL 47 3/8" 3i u- D.L.O. (VENT) D.L.O. (VENT) 50,3/16- SPRING LOADED LATCHES Z AT 7"FROM ENDS 50 3/18' O `f 0 VENT WIDTH OPTIONAL TO VENT WIDTH $ 8 -m 0 SWE 3CO—GUARD SERIES-100 EQUAL LCIES TYPPEP LATCHES UNEQUAL UfES (ORIEL TYPE) MUMINUM SINGLE HUNG WINDOW ESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER HARTS SHOWN ON SHEETS 2. TYPICAL ELEVATIONS TESTED uNrrs PPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE o a$ OMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER g 5 RNDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING IIAMI—RADE COUNTY APPROVED MULLIONS IN BETWEEN. OWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL m RLL APPLY TO ENTIRE SYSTEM. 41S PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE EQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY URRICANE ZONE(HVHZ). g o C a m U b W 000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER DADS TO THE STRUCTURE, NCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS ARM THESE & MBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WINDOWS ARE RATED FOR LARGE SMALL MISSILE IMPACT. '"In CML a � o SHUTTERS ARE NOT REQUIRED. v NCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE PUL PE 70582 B OT PART OF THIS APPROVAL. FROM=T CAN. LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. oslbinPlY�B +�•� $ LL SHIMS TO ®E HIGH IMPACT, NON—METALUC AND NON—COMPRESSIBLE. Aepwl +�' •+2 /;1— (� ,2 3 ZD F3 ing no. IATERIALS INCLUDING CONTACT LIMITED WITH OTHERDTERI SIMILAR MATERIALS SHALL SCREWS,ETAL THAT DME INTOMEET TE R3 CWO9-08 IEQUIREMENTS OF THE FLORIDA BUILDING CODE. Mi o Prodl(M C . sheet 1 of 6 • • . • • • • • • • ;•; ; • • EQUAL UTES WINDOWS WIDTH UNEQUAL LITHS WINDOWS WIDTH 14"u DESIGN DESIGN LOAD CAPACITY- PSF DESIGN LOAD CAPACITY- PSF GLAD"TYPES GLASS TYPE LASS TYP);S . • •• FLANGE DIMS. W. 'B' & 'C' FLANGE DIMS. A' ! •G'H' & `' • •: • . •• Z C•�� YlDTtI HEIGHT EXT.(+) INT.(-) VADTH HEIGHT FJR.(+) 1NT---(-) "+) iM - . • O tf{�.,, 75.0 90.0 �� t9-1/8" 75.0 910 *-15.0 00.0 •w• .ww •• F I 24' 75.0 90.0 j 24' 75.0 !AT! �,�0 0.0 /, &± -1/2' 75.0 90.0 i/ $L 26-1/2' 75.0 90.0 75.0 90.0 m 32` 28" 75.0 90.0 %• Q 32' SO-S/8' 75.0 90.0 75.0 90.0 37' (3) 75.0 90.0 37' (5) 75.0 90.0 •75� 9 . . • • • Q. 7s.0 40" 75.0 90.0 _ 7S . 90.0• •• � •. $� a 48` 75.0 80.0 45" 75.0 90.0 075. .0 . • pp 75.0 90.0 53-1/8" 75.0 90.0 73.♦i 80,• • •• •• k� 75.0 90.0 19-1/8" 75.0 90.0_ 75.0 90.0 t) a iiyyy�LL a 24" 76.0 90.0 /' 24" 75.0 90.0 75.0 90.0 -1/2" 75.0 90.0 26-1/2' 75.0 90.0 75.0 90.0 O z M 32" 38-3/8" 75.0 90.0 I - 37' (4) 75.0 90.0 32' 83' 75.0 90.0 75.0 90.0 Z a £ 37' (5) 75.0 90.0 75.0 90.0 40" 75.0 80.040" 75.0 90.0 75.0 90.0_ a6' 75.0 90.0 EQUAL LITES 4e• - - 75.0 90.0 o UNEQUAL UTES (ORIEL TYPE) 75.0 90.0 53-1/8" - - 75.0 90.0 Z v JUJ -1/8" 75.0 90.0 19-1/8' 75.0 90.0 75.0 90.0 J 24' 75.0 80.0 24• 75.0 90.0 75.0 90.0 Vl 75.0 90.0- ai 26-1/2" 75.0 90.0 75.0 90.0 32' 50-5/8" 75.0 90.0 32' 76' 75.0 _ 90.0 75.0 90.0 y W 37' (5) 75.0 90.037' (7) ¢ a' w75.0 90.0 Z W 40' 75.0 90.0 a 40" - - 75.0 _ 90.0 V) 48" 75.0 90.0 ta 48" - - 75.0 80.0 Z w -1/8' 75.0 90.0 V 53-1/a° - 750 90.0 • O on -1/8' 75.0 90.0 Z p r 24' 75.0 90.0 tL TO QUALIFY FOR SMALL MISSILE IMPACT RATING �di Z_$u. i -1/2' 75.0 90.0 0 EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. 3 z, 32' 63" 75.0 90.0 37- (6) 75.0 90.0 U w 40' 75.0 90.0 1/8' HEAT STREN`D.GLASS $ W odd 48' 75.0 90.0 0 5/16'AIR SPACE PRODUCI'RHVISBD 75.0 90.0 aSoffigTftwfththvMorida w 1/8•HEAT STREWO,GLASS 3/16"HEAT STREN'D. GLASS 1/8"HfA7 STREN'0.GLASS BugM� - 2,V 75.0 90.0 A No 2,V 24' 75.0 80.0 690'Interlayer 090°Interlayer 090"InterWyer Date DuPont Butocite PV8 DuPont Butootte PVB DuPont Butocite PVS 75.0 90.0 By'Kuraray Americo. Inc.' By'Kuraray Americo, inc.' By'Kuroroy America, Inc.' By 32' 76' 75.0 90.0 a 1/8" HEAT STREN'D.GLASS 3/16'HEAT STREN'D.GLASS 1/8"HEAT STREN'D.GLASS « o R 37' (7) 75.0 90.0 Z $p R 40" _75M 90.0 48• 75.0 90.0 Z DOW 899 Z SIUCONE SILICONE 899 DOW 899 d -f/8' 75.0 90.0 • �n z 18 � 0 16 II II 0 gg 16 21 0 n n a m m c �� m I I W 13 m "o"oS"a� I i II I I SETTING BLOCKS AT LAM.GLASS AND INSUL LAM.GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS 8 21 8A 21 86 2t Engr.JAVAD AH" CIVIL d o AT 1/4 POINTS ON LRES ♦ AT 1/4 POINTS ON UTES AT 1/4 POINTS FIA.PEE 70592 SI" 13 13 13 CAN. 38 WIDER THAN 36'ONLY WIDER THAN 38°ONLY 24 ALL SIZES )TE: GLASS TYPE 'AGLASS TYPE 'H' GLASS TYPE 'C' 8 O ASS CAPACITIES ON THIS SHEET ARE GLAZING OPTIONS 015Browing no. SED ON ASTM E1300-09 (3 SEC. GUSTS) dD FLORIDA BUILDING COMMISSION W09-08 'CLARATORY STATEMENT DCA05-DEC-219 sheet 2of 6 .. .. . . . ... BY TYPICAL ANCHORS . . 000 • • • WOOD BUCK SEE ELEV. FOR SPACING TYPICAL ANCHORS • ••• v • a I SEE ELEV.FOR SPACING o a� w . .e e '•<;'-B.'a�,:d•...a ,e:t a1 ;e' .EDGE-dgisc. aMIAMI-DADCOUNTY APPROVE 4 Mme• �a d a ° EDGE DIST. STRUCTURE MULLION & MULLION ANOS SEE SEPARATE NA •.• •.• .••• ..•DIST EDGE DIST N TYPICL . . ..mo •• `j gl _ Za h • : • •''A•n•'ryi�.H• ••: Q 4 - SEE ELEV. FOR SPACING SEE Y1 FOR SPAC I o I 20 ,y d db � I I 0 WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM V $ I a AND TRANSFER THEM TO THE BUILDING STRUCTURE. OPTIONAL TO 12 DOTTOMM LATCH TYPICAL ANCHORS: SEE ELEV. FOR SPACING N 1/4" DIA. ULTRACON BY 'ELC-0' (FU=177 KS.Fy=155 KSI) N p; $ 14 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1j)w G, g 1-1/2" MIN.'PENETRATION INTO WOOD (HEAD/JAMBS) $ 00 a a 14 THRU 18Y BUCKS INTO CONC. OR MASONRY o oM w $ 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) i Z^� W i is z, 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) " 3 z DIRECTLY INTO CONC. OR MASONRY C)'lo`' 1-1/2" MIN. EMBED INTO CONCRETE (HEAD) U' w 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 1 O o _ §14 SMS OR SELF DRILLING SCREIVS (GRADE 2 CRS) Q 4 �i INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8) 3 0 11 INTO METAL STRUCTURES y STEEL : 1/8" GA. MIN. (Fy 36 KSI MIN.) + ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) o (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) �g TYPICAL EDGE DISTANCE •$ „A INTO CONCRETE AND MASONRY = 2-1/2" MIN, 1 INTO WOOD STRUCTURE = 1" MIN. ! INTO METAL STRUCTURE = 3/4' MIN. g 12 1 m V 12 o: :illi 14A WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. > 9 S 2 CONCRETE AT HEAD, SILL OR JAMBS f'e - 3000 PSI MIN.PRonum REV= °c<m v m C-90 HOLLOW/FILLED NORMAL.WEIGHT CMU AT JAMBS fm 2000 PSI MIN. Egr_JAW AHMD wIft d 0/1CIVIL FLA. 924au 1 �le AM4 N 1 gJ .•d 9 .9 a e• Y BY 4 '. - a IV1Yw tlCt S' LAN X15 drawl 9 G• ALL JOINTS AND FRAME CONNECTIONS SEALED WITH " JOINT SEALER, aheel Sof 6 .. .. . . . .. .. . . . . . . . . . . . ITEM$ PABT g RRQD. DESCRIPTION • •MATS,?,• •MANE./SUPPI=/RRMA m 4 1 FY101 1 FRAME HEAD 6063-TG _ 1� 2 _FYI 15 1 FRAME SILL • 6063-116 3 FY103 2 FRAME JAM?• • • • • •• 6064T; - Z 4 FY704 1 FIXED MTG.RRIL • • • 3-1 0? 5 FY705 1 PENT TOP NA&• ••• • 8083-1� -• p• 6 FYI 14 1 VENT BOTTOM RAR. _ 8063-TB - 7 FY107 2 VENT SIDE RAIL 6063_78 _ 8 FY108 AS ROD. GLAZING BEAD(5/16.16M.40LAS% -TB ��°.c 8A FY109 AS ROD. GLAZING BEAD7,J18' )• • l063-T8• - h 88 FY110 AS RQO. GLAZING BEAD(1 .•GLAIRS)• •• i063-T6 MIAMI-OADE COUNTY - APPROVED MULLION-\ FY116 2/VENT SASH STOP •• • • • T q QgQg SEE SEPARATE ROA TYPICAL ANCHORS • - - Ia.O_ SEE ELEV. FOR SPACING 11 FYI 13 2/VENT SPRING LOADED LATCH,AT 7'FROM ENDS 6063-T6 - ��gQ pp C 11A - t/LATCH LATCH SPRING ST.STEEL - -_ CL g 2 12 SL203P 2/VENT SWEEP LATCH.AT 12-1/2"FROM ENDS ZAMAK SULLIVAN&ASSOC. uulli w 12A #8 X 5/8' 2/LATCH LATCH INST. SCREWS ST.STEEL FH SMS 2 {� 13 - AS READ. SETTING BLOCK EPOM DUROMETER BOt5 SHORE A 14 #e X 1' AS READ. FRAME&VENT ASSEMBLY SCREWS CRS PH SMS 14A #8 X 3/8- 2/VENT BOTTOM RAIL ASSEMBLY SCREWS CRS PH SMS ; (j 15 E207 AS TEOD. BOTTOM RAIL SEAL-SERIES 101 NEOPRENE ULTRAFAB "" J a 16 E203 AS READ. ClA26VG BEAD BULB SNVTOPRENE ULTRNFAB 3 _ Ti W23181 AS REOD. FIN SEAL W'STRIPPING - ULTRAFAB 19 FY117 4/VENT SASH GUIDE CELCON M&M PLASTICS vi LLI 19A #6 X 3/8" 1/GUIDE SASH GLADE INST.SCREW_ _ CRS OH SMS TYPE 8 _ WINDOW WIDTH WINDOW WIDTH 20 F210 2/VENT SASH BALANCE - SUPERBOOST BY 891 g m 20A #8 x 5/8" t/BALANCE BALANCE INST.SCREW - P FH SMS i 3 n m 21 AS RECD. CLASS SPACER SILICONE FRANK LOWE t{ O O n 22 - 1 5/16•BOX SCREEN _ - OPTIONAL +y Z 23 FY120 - FLUSH FRAME ADAPTER 6083-T6 OPTIONAL 'I"Z ' SEE ELEV. FOR SPACING a TYPICAL ANCHORS 24 - - ML.GLASS EDGE SPACER ST.STEEL CARDINAL XL O d. pO O 1/4'MAIL VENT WIDTH 1/4"MAIL i8Y 1/4"MAX' METAL. SHIM WOOD BUCKS SHIM STRUCTURE 20 18 7 v > TYPICAL.ANCHORS c o 1 - _ SR SPACING TYPICAL ANCHORS ° m _ SEE ELEV. FOR SPACING ol o _ _ •1 1/2' y a�3mm co o •� -g SCREEN OPTIONAL-------- 1 4" �I m •-° c � g'o1To to EXTERIOR g ELE 3 Y Fngr.JAVAD AHMND v CIVIL D.L. OPG. ° FLA.PE70592 g CAN. WINDOW WIDTH iia ttMtithoy� /J AooepteawNo S `' '006 w�' t5 drawing no. By 9 W09-08 MI sheet 4 of g • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • •EDGE DIST. • TYPICAL ANCHORS • ••• • • • • ••• SEE ELEV.FOR SPACING L5� `f TYPICAL ANCHORS METAL MIAMI—DARE COUNTY APPROVE% EDGE DIST. UCTURE 0 1 SEE ELEV. FOR SPACING MULUON&MULLION ANCH • • • • ••• x ju STRSEE SEPARATE NOA • • • •• •• • A qq / vc -, EDGE DIST. • • i•• • • • • r {gOit a N _� _� ••• • • • • •• •• ••• ••• • ••• • • • • •• • $ y ALT. ••• i • �•• • i ••• ••• � TYPICAL ANCHORS �Q q SEE ELEV. FOR SPACING C2 o n Ea 00") um 1/4"MAX. © Z 3 SHIMS ALT. OANC _o SEE ELEV.TYPICAL R SPACINNGG W rn 4 D , ,figC. •.' is MASONRY O F ° .q 'P O � aj anon n ALT. �oQmuoW INSTALLATION DLTAM WITH FLUSH ERAW ADAPTER Enn JAVAD aH 'a CIVIL FLA.PE 6 70592 �:' :•.• L5.78 wua lmvm Dv�� CAN. P A 06 _ & m Wding DWO17a �+ 10 5 drawing no. By / v waa—os sheet$of 6 • . • . . . • . • • 1»--� • • ..• . . • •.• o 2.750 I 1.281--I U .082 � o 4 • .750 .078 .062 • • • • • •• • •: ••• 14 p Fy 31 -813 2.750 � •• • • w E ... ••• 2.812 1.140 ± U FRAME HFAD I .. . . • •o .•• 1.202-^1 2.061 •• ••• • • • • •• ••• 2874 i • • • i •• • • � xV a FRAME JAMB •• • • • : • • i ••• � o 75 1.001 �"""�'.519 .394 �� I�.13p 1.422 -045-P-----13� I .050 .803 .045 .803 W*1 g t _' f FIX. MEETING RAIL ® 1.047 ® : 1.047 88 �I 1.047 gN 1 GLAZING BEADS d3 1.434 1.250 .062 �� 2.083 1.087 A82 1140 o I-r1 n 1.140 .621 O M VENT TOP RAIL (�7 VENT SIDE RAIL 2.027 ?+z `t J 1.247 / 0 8 w rn� ,062 2.773 / 1,254 1.445 929 1.750 •078 .963-4o��gt t tooVENT CORNER DETAI VENT BOTTOM RAIL t t SPRING LOADED LATCH 2.974 ' c 4p;,•�- m O C VI 2 N sssaa m U O w .052 3.002 AHMAD 2•� FRAME CORNERS DETAL `' "'`ML ° i Zr "2.611 FLA6 70592 s rleonticrRsvisso as mvlyft with Jx Florida ' 500 X0089 sq WOMM �O ! L�I:B drawing no. 4�-- 23 BY SILL Q FLUSH FRAME ADAPTER sheet gof 6 r MIAMI•>]ADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/eeonoml 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 revolve, modify,or suspend the use of such product.or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"Eco-Guard 200"Aluminum Horizontal Rolling Window–L.M.I. APPROVAL DOCUMENT:Drawing No.W09-12,titled`Tco-Guard Series-200 Alum,Horiz.Rolling Wdw.(L.M.I.p'sheets 1 through 7 of 7,dated 02/24/09,with revision E dated 07/15/15,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Md-In ••••:• Control Revision stamp with the Notice of Acceptance number and expiration date,by t�he•MiamRDade County Product Control Section. •• :•• sees:• MISSILE IMPACT RATING:Large and Small Missile Impact Resistant e••:•• e sees.. .....� LABELING: Each unit shall bear a permanent label with the manufacturer's nalr3r.,or logog city,,state, •••• model/series, and following statement: "Miami-Dade County Product Control Aplfrvyvd� unless offerwrse ..... noted herein. •••••; ieee:• sees.. RENEWAL of this NOA shall be considered after a renewal application has bees Mlet'and there hvs been •, no change in the applicable building code negatively affecting the performance of th is proedtrct. 000900 ••••• TERMINATION of this NOA will occur after the expiration date or if there has b@en aaevision or change •••; in the materials, use, and/or manufacture of the.product or process. Misuse of this IgQA a;an e0ortMent of any product,for sales,advertising or any other purposes shall automatically terminate this NOAO Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors'and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#14-0317.01 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0728.05 MIAh1MADE C Expiration Date: May 27,x019 ` Approval Date: September 03,2015 Y91,0115 Page 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0312.08) 2. Drawing No W09-12,titled"Eco-Guard Series-200 Alum.Horiz.Rolling Wdw. (L.M.I.)",sheets 1 through 7 of 7,dated 02/24/09,with revision E dated 07/15/15, prepared by Al-Farooq Corporation,signed and sealed by Savad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201..:94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked--up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7635,dated 12/09/14,signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA#14 0317.01) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX alumintW.:. 0 0••.. horizontal sliding window,prepared by Hurricane EngineeringT&jetting,Inc.,Test 0 Report No.HETI-08-2226A,dated 01/15/09,signed and sealed'try Chndid7 P.018nt. ...... P.E. 0000.. (Submitted under NOA#09-0312.08) •• '••••• 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 2016$4.0 - •• •0 9 0*• 0000. 2)Cyclic Wind Pressure Loading per FBC,TAS-V-1,14 :000 0 0 0000:0 along with marked-up drawings and installation diagram of a XOK aluminum. 0 • horizontal sliding window,prepared by Hurricane Engineering CTIS #ng,NO.,Test •••••• Report No.HETI-08-222611,dated 01/15/09,signed and sealed Dy Cgndido V.dont, :0000 P.E. 0,000 ' 0 0 0 • (Submitted under NOA#09-0312.08) 0 0 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2227,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) Manue er P.E. Product Cont of Es finer NOA No. -0728.05 Expiratton Date: May 27,2019 Approval Date: September 03,2015 E-1 e Eco Window Systems,LLC. NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED B. TESTS(CoNTriuw) 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2228A,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 6. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2228B,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 7. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing olne.g Test •• Report No. HETI-08-2229,dated 01/15/09,signed and sealed by Candida.Font, • . P.E. •. :'. • ...... . .. ...... (Submitted underNOA#09-03X2.08) • 8. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201'94• 0. •. 0•• 2)C.y_clic Wind Pressure Loading per FBC,TAJ.3} -94 : ••• •':"• along with marked-up drawings and installation diagram of a$QX al imin ••••• horizontal sliding window,prepared by Hurricane Engineering &'Fasting,Thc.,Test Report No.HETI-08-2230A,dated 01/15/09, signed and sealed !ndido F.Vent, .o o o=• P.E. • • • .....0 (Submitted under NDA#09-0312.08) • ••• ' 9. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 •• 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2230B,dated 01/15/09,signed and sealed by Candida F.Font, P.E. (Submitted under NOA#09 0312.08) Manuel Pez,P.E. Product Control xa finer NOA No.15- 728.05 Expiration Date: May 27,2019 Approval Date: September 03,201.5 E-2 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 5' Edition(2014),dated 07/08/15,prepared by AI-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "°Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No.14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 51h Edition(2014),and of no financial interest,July 8,2015,signed and sealed by Javad Ahmad,P.E. G. OTHER 1. Notice of Acceptance No. 143-0317.01,issued to Eco Window Systems, Ixt for their • Series"Eco-Guard 200"Aluminum Horizontal Rolling Windo'wr�1•!M.I.";hppved ••..:. on 04/10/14 and expiring on 05/27/14. •••••• • •• Manuel reriez,P.E. Product Contr l Eiaminer NOA No. 5-0'128.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-3 • 0 0 ••• i •i• • • • • •�• 72' 111' WINDOW WIDTH WINDOW WIDTH • • ANOHORS as AT MTO.STILE ENDS TYP. • •• l41 AN ORR REQD. FOR SIZES AND LOADS 119'^ N • .l,�IIIIII•,-• • • :••//�•///, •i ••MRIKED WITH W ON SHEET 2 ONLY 1 /6 • •4" • , 3 1/2'MAX. 4' 3 1/2'MAX. • • 3" OZ WAD StU. _N CORNERS N 0 3 0•CORERS CORNERS • • 0• • go • • ,• • • :0 •• 1wW�r ? h I� ,LLa 4MHFADjSLL j IIC�II II II �Z� II II II II II I II_ II 1II W B -- I---- — I I { If EI , ,I I II B it FALSE MURNS 31 1/4' 32 3/4' FALSE MUNTINS 32 3/4" 32 3/4" r N {SURF APPU£D) (SURFI�APPUEDI . EI) D.L OPG. D.L OPO. . MAY 9E USEb D.L.OPG. D.L OPG. 35 3/8" 36 7/8" ECO-GUARD SERIES--200 VENT WIDTH 4ENT MUMTYPICAL ELEVATIONS ALUMINUM HORIZONTAL ROLLING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER O 0 CHARTS SHOWN ON SHEETS 2. Z iii THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT, APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE SHUTTERS ARE NOT REQUIRED. TO QUALIFY FOR SMALL MISSILE IMPACT RATING COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLNG WITH OTHER p a 8 EXTERIOR PLY OF GLASS TYPE V MUST BE TEMPERED. WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING LJ g MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL o 1/8'HEAT STREN'D.GLASS WILL APPLY TO ENTIRE SYSTEM. 5-/16'AIR SPACE THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 1/8"HEAT STREN'D.MUSS 1/8"HEAT STREN'D. GLASS 118"HEAT STREN'O. GLASS REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). a g .090'Intedayw AW tnterkw 8utacHe PVB Sentroas Bu ach WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER o By'Kurorcy AmeHoc, Inc.' By'Kumray America,Inc: By'Kummri Amerka, Ina' LOADS TO THE STRUCTURE. C 1/8"HEAT STREN'D.GLASS t/8' HEAT STREWO. GLASS ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS,ANCHORS 1/8"HEAT STREWD,GLASS EMBEDMENT TO BASE MATERIASHALL BE BEYOND WALL DRESSING OR STUCCO, SILICONE SILICONE CARDINAL XL ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE DOW CORNING 899 DOW CORNING 899 EDGE SPACER NOT PART OF THIS APPROVAL. GE SCS 2000 GE SOS 2000 ST.STEEL A LOAD DURATION INCREASE IS USED 1N DESIGN OF ANCHORS INTO WOOD ONLY. a = e m 3 g SILICONE o ALL SHIMS TO BE HIGH IMPACT, NON-MEiAIlJC AND NON-COMPRESSIBLE oow 699 g<m a o W MATERIALS INCLUDING BUT NOT LIMITED TO STEEL,/METAL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE m w m REQUIREMENTS OF THE FLORIDA BUILDING CODE q 3 u i I S*- CML FLA.PE 2 � HIS Ffm g 1ding 0 t0 AaropleraoN0 R 29 iratton Date M AT 1/4 POINTS ON UTES AT 1/4 POINTS ON UTES POINTS SETTING BLOCKS AT WADER THAN 36'ONLY 9 WIOER THAN 36'ONLY AALLSIZZESS LAM. GLASS AND INSUL LAM.GLASS B Product drawing no. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' NOTCH GIAZMO BUD LEG TO CLEAR BLOCKS 2015 W09-1 2 GLAZING OPTIONS sheet 1 of DESIGN LOAD CAPACITY-PSF(X0, OX OR XX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) 4 V W/0 mw. REINF. W/0 REINF. WITH REINF. • • • •• 0 RS[NF. T Im REEF. A A.GLASS TYPE GLASS TYPE GLASS TYPE C. WINDA GLASS TYPE GLASS TYPE GLASS • • • • •• A: TYPE` GLASS TYPE GLASS TYPE WINDOW DIMS. ' '8' ' OW 'A' S. 'C' • d bw �. • WIDTH HEIGHT EXT.(+) SVT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHTDIMS. EXT.(+) INT.(-) EXL(+) INT.(-) EXT,(+) INT.t'-) • WOTH •• .(•I•j INT.(-} EXT.(+) IM.(-) EXI'.(+) INT.(-) Q 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 74' 2r 9 70.0 80.0 80.0 90.0 70.0 iS1� • • 26• 9 70.0 80.0 80.0 90.0 70.0 80.0 37' 26" 4� 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4• (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 106-i/4' (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 53-1/8" (3) 6 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 111' as41 80.0 80.0 90.0 70.0 80.0 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 •• : 7� 3 9 .0 80.0 80.0 90.0 70.0 80.0 38-3/8' 26-1/Y 4 _ 70.0 80.0 80.0 90.0 70.0 80.0 I06-1/4" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 • • 1�8-•/a 3 •tz -• - 80.0 �.0 70.0 60.0 �' a 37" 38-3/8" 4 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 •11 • • •1 • - 80.0 90.0 70.0 80.0 53-1/8" (4) 6 70.0 80.0 80.0 90.0 70.0 80M 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 • • •74"• 60-5/ 50-5/8" 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 8 70.0 80.0 80.0 80.0 70.0 80.0 f08-1/4" (5) 12 70.0 80.0 80.0 90.0 70.0 80.0 (5) 11q..4 25-1/2' 4 70.0 80.0 80.0 80.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 63" �W 9 70.0 70.0 80.0 90.0 70.0 80.0 37" 50-5/8" 4 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 70.0 80.0 90.0 70.0 80.0 (6) 53-i/8" (5) 8 70.0 80.0 80.0 Sao 70.Q 80.0 108-1/4" �6) 12 70.0 70.0 60.0 92.6 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 60.0 74" a 70.0 80.0 80.0 90.0 70.0 80.0 111" �12 70.0 70.0 a0.0 80.4 70.0 80.0 a4" 24" 9 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 to eeelll 37" 63" 4 68.9 77.5 80.0 90.0 70.0 80.0 84" 24" 9 70.0 80.0 80.0 90.0 70.0 80.0 108• 12 70.0 80.0 80.0 90.0 70.0 80.0 _ 53-1/8' (6) 6 70.0 70.0 80.0 90.0 70.0 80.0 98" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 74' 8 70.0 70.0 80.0 80.4' 70.0 80.0 108• 12 70.0 80.0 80.0 90.0 70.0 80.0 84" 36" 9 70.0 80.0 80.0 90.0 70.0 80.0 J 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 72' 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 J 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 84" 36" 9 70.0 80.0 80.0 90.0 70.0 80.0 108" - - 80.0 90.0 70.0 80.0 (1) 48" 23) 6 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 2 60" 6 70.0 80.0 80.0 90.0 70.0 80.0 1o8" 12 70.0 80.0 80.0 90.6 70.0 80.0 84' 9 70.0 70.0 80.0 90.Q 70.0 80.0 72" a 70.0 80.0 80.0 90.0 70.0 80.0 72" W1270.0 80.0 80.0 90.0 70.0 80.0 98" 12 70.0 70.0 80.0 90.0 70.0 80.0 W 24' 4 70.0 80.0 80.0 90.0 70.0 80.0 84" 48" 80.0 80.0 90.0 70.0 80.0 72' 60• 9 70.0 70.0 80.0 90.0 70.0 80.0 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 96" (5) 80.0 80.0 90.0 70.0 80.0 (6} 3 ip M 48` 34. 6 70.0 80.0 80.0 90.0 70.0 80.0 106' 80.0 80.0 90.0 70.0 80.0 0 O M A = NO. OF ANCHORS PER HEAD & SILL 0 80" () 6 70.0 80.0 80.0 90.0 70.0 80.0 72' 9 70.0 70.0 80.0 90.0 70.0 80.0 ( ) - NO. OF ANCHORS PER JAMB z E2 72' a 70.0 80.0 80.0 90.0 70.0 80.0 84" 60" 9 70.0 70.0 80.0 90.6 70.0 80.0 3 Z 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 96" (a) 12 70.0 70.0 80.0 80.0 4 70.0 80.0 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 IDS- 12 70.0 70.0 80.0 87.6 70.0 80.0 1� 0 d 48' 6 70.0 80.0 80.0 80.0 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL 2W5 LU rn F 60" 8 70.0 80.0 80.0 90.0 70.0 Sam ( ) a NO. OF ANCHORS PER JAMB O (1/4W) (1/2W) (1/4W) 72' 8 70.0 80.0 80.0 90.0 70.0 80.0 *MAX. LOAD FOR THESE SIZES IS -90.0 PSF 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 WITH (4)ANCHORS AT WIG. STILE ENDS 36" 4 70.0 80.0 80.0 9QA 70.0 80.0 St 48• 80" 6 - 70.0 70.0 80.0 90.0 70.0 80.0 a 60" (6) 6 70.0 70.0 80.0 1 90.0 1 70.0 80.0 R 4 R (1/3W) (1/3W) 0/3W) 0 S 72" 8 70.0 70.0 80.0 87.6 70.0 80.0 �. d OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH c0i A = N0. OF ANCHORS PER HEAD & SILL w ( ) = NO. OF ANCHORS PER JAMB 'XOX' • 4 MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MT6. STILE ENDS NOTE: c0i ^N OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTHcl GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) XOX' AND FLORIDA BUILDING COMMISSION o DECLARATORY STATEMENT DCA05-DEC-219 Nr JA AD AHMAD PRODUCERBVISED CML 111 h Ue FWldaA 3538g i LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE A ilm oft FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL 0 20`k�W v�b 'XO OR OX' FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF Mi drawing no. SEE SHEET 3 FOR DETAIL. W09- 2 sheet Q of 7 • • ; • ••• TYPICAL ANCHORS 1BY SEE ELEV. WOOD 8110K FOR SPAgNG E Oln 4 0• �� a • ., .. .tl, .. METAL • • f• • i 'n STRUCTURE MIAMI-OADE C APYRO'fiED 0 0 •• • .•n° .e ° n a e•& EDGG.DIST: EDGE DISTIt MIAMI &MU ANCHOflS • •° n aa. d;` :'a e' ° °•.' SEE SEPARATE N • :00 � Q EDGE DIST. • ••• ••• ••• •.- { o ••• ` m 1 17 79 SEE AL ANCHORS TYPICAL ANCHORS SEE ELEV.TYPICAL ANCHORS ELEV.SPACING FOR SPACING FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. O MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. O a WEEPHOLES: TYPICAL ANCHORS: SEE ELEV. FOR SPACING „ W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END 1/A' DIA, ULTRACON BY 'ELCO' (Fu-177 KSI,Fy<1155 KSI) P', y AND 37" O.C. MAX. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES w x _ SEALANT: 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) ODD 4 W ALL JOINTS AND FRAME CONNECTIONS SEALED WITH THRU 1 BY BUCKS INTO CONC. OR MASONRY a0" in JOINT SEALER. 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) pQ- 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) Z 3j. i DIRECTLY INTO CONC. OR MASONRY �I 31:Z,fit 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) O a o 1-i/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) W�� 114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) o i INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8°) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) 9 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) o ,a t5 15 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) P 21 1 o zn TYPICAL.EDGE DISTANCE �$ INTO CONCRETE AND MASONRY = 2-1/2' MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. o; _ OB 1s MC vtU N C 0^N ei ui ' 3 ��.a,� N � WOOD AT HEAD. SILL OR JAMBS SG = 0.55 MIN. W 0 3 CONCRETE AT HEAD. SILL OR JAMBS f'c - 3000 PSI MN. g 28 I I TA v C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS f'm m 2000 PSI MIN. a m U W Mkm e°" .a _ r� MODI)l`P REVISED � •e L{ FLA.PE i 70592 Ewldmgg Code M On Mod"74 o 3 o. ' ° .n 41201. 8 I TYPICAL ANCHORS TYPICAL ANCHORS - 4•.". s' n SEE ELEV. v. 18Y SEE ELEV. By drawing no. A W1FOR SPACING WOOD BUCK FOR SPACING Mi • EDGE DIST. _I EDGE DISI. 11 W09-12 sheet ST-=f7 . . ... . . . ... 1/4"MAX. V 1/4"MAX. SHIMS W SHIM I i: ) ® O IBY i•i MWOOD BUCKS • • • • • • . •• •i• • 21 • TYPICAL ORS 0 • • • • • NVICAL ANCHORS SEE ELEV. ... ••• ••• • • 01 SEE EY FOR SPACING FOR SPACING 000 i•i •• ••• 0 i 00 s1 1 f4" • < n Nzdg1 ti --SCREEN OPT. - -- '0 0 • • • • • • • •00 pt 00 27- is p 4 STEEL REINS EOD. 11 12 e Z 4{ METALSTRUCTURE SEE SHEEF 2 FOR CAPACITY ' 1 Ua WINDOW WIDTH Q lV el XO LAYQUT W 1/4"MAX. J� N 1/4,MAX. VENT WIDTH VENT WIDTH SHIMS SHIM D.L. OPG. ''� D.L. OPG. l81• 2 © B l Lt ! 7 WOOD BUCKS c3 17 •.q.p TYPICAL ANCHORS W - SEE ELEV. � 1- FOR SPRING Q 3 a � OoMN �oC Z it u ..__.SCREEN O --- _ _ ° ° a V 4- -SCREENC�3 20 w w 6 1 � 4 11 t2 D.L.OPG. SEL F43NFORMG o AS EOD. EXTERIOR SEE SHEET 2 FOR CAPACITY ° WINDOW WIDTH g 8 . TYPICAL ANCHORS XOX LAYOUT C R SEE ELEV. 0 o FOR SPACING yg� MIAMI-DADE COUNTY APPROVED MULLION TYPICAL ANCHORS SEE SEPARATE N� SEE ELEV.FOR SPACING fav n m C a 0 V G W Engr.JAVAD AHMAD PRODUCT RBVISBD 'a 9 FIA.PEAL 70592 aswmplyingwhhthe Flod& CAN.'3538 Bwwtng Codd . g - 42__-_-___SCREEN OPT. E irelion❑gBa { 2�� h4 di�ng no. WINDOW WIDTH WINDOW WIDTH "oW 2 row sheet 4 of 7 . . ... . . . .•. . • • ... 0 EDGE DIST. METAL �� N TYPICAL ANCHORS STRUCTUR O�T SEE E MIAMI—DADE COUNTY • • •• • • MULLION& MULLION • • FOR SPACING • ••EE SEPARATE • NOA • 3 c.. •Op� I ..°. EOE 0 • • • `}L ° f 01 • • • • • �GSrf �d I C♦ A 28 \ 28 \N • 28 •.• • • • • •• ••• h ALT. • • • • • •• • • � ••• i • •.• • 0 ••• 00 77SEE AL ANCHORS TYPICAL ANCHORS PACELEV. SEE ELEV.SPAC ll 4aPACING FOR SPACING O N W Yi $ ? ano N 0 0") to 1/4"MAX. O Z Ili SHIMS ALT. �r Z •,� tt Pi TYPICAL ANCHORS SEE ELEV. rn S FOR SPACING , '>_d', c TYPICAL ANCHORS �cuff— Q SEE EIEV.FOR SPACING i3 u is b a "d 8$$ 2ill "O g O g o o tf o ALT. g4muOW I 28 g v, INSTALLATION_ DETAILS WITH FLUSH FRAME ADAPTER En9r.Ja�LaHMAG } •a FRADEICT ItsvlssD FIA.PE 70542 es,owptyingwith theFImWa v CA. 38 8ulldi4gCode Accepm=No Stam !a.•. o• '�ionDelo By O 9 2015 drawing no. EocE W09-12 ' sheat g of 7 . . or . • . ... •. .. • . . .. .. . . . . . . . . . • • 1.087 ITEM PART B QUANTITY DISCRIPTIN MATERIAL. MANF./SUPPLTSR/REMAKES 4 u 8 2.750 1� 1 FY201 1 FRAME HEAD 6063-TB .5� .71�- 3/1----may a Fraoa 1 FRAME SRL 3-rte 1.434 I 3 FY203 1 INSERT. . •• �3-T6• - -yr{' 4 FY205 AS READ. MOV. FRAMB JiR16 6083-T6 • '� I 11. 6 .813 � ��® 5 FY101 AS READ. XED rjRAME JAMB• • -178 - II I 249 .082 1.7118 140-� 6 FY104 1/VENT 'DIED 1� RAIL 8063-T6 - I 12 Ii T FY165 t/VENT VENT INTERLOCK 6063-178 - .-4. 8 FY206 1/VENT JAMB STILE 6063- - VENT TOP/BOTTOM RAIL STEEL REINFORCING g FY107 2/VENT TOP>>b!E . 8063.176 - }A� • .813 10 FYI 08 AS READ. GLA2YtG BBFd)•(RAMP GIJkSr • 06063- . - i7 tai 2.095 •� �.t-� LOA FYIIO AS READ. GLAZI l�N.CLAti�) 8083-178• - I W�pl 1.1401.810 7.280 17 - AS REQO. RElllf'+DRCINA BAR � EEL - << .7149....._ .045 .803 .045 .80.3 12 - AS REOD. REINFORCING BAR STEEL - 1� FRAME HEAD I 13 FY204 AS RTEQD. ADD-ON SILL RISER 6063-T8 USE AS REDD. 1.140 2.246 -d 1.047 1.047 14 FY208 4/VENT ROLLER HOUSING&GUIDE CELCON - g f!j .082 15 FY209 2/VENT ROLLER BRASS -1.1401.610 19 f0 GLAZING BEADS �O t8 FY210 2/VENT ROLLER PIN ST.STEEL 17 is X 1" AS READ. FRAME/VENT ASSEMBLY SCREWS CRS P.H.SMS 1.344 78 08 X 3" 2/VENT FIX. RAIL SILL SCREWS(SILL END) CRS P.H.SMS U o A13 19 W23181 AS READ. FIN SEAL W'STRIPPING - ULTRAFAB ® JAMB STILE 20 Q300T190 AS READ. BULB SEAL Q-LON SCHLEGEL 1.058 21 E207 AS REOD. BULB SEAL SANTOPRENE ULTRAFAS.DUROMETER 6515 2.083 22 8203 AS RE00. GLAZING READ BULB SANTOPRENE ULTRAFAB.DUROMETER 6535 878 ,078 2.501 1'250 23 FLO-50 AS REQD. GLASS SPACER SILICONE FRANK LOWE 24 SL203P 2/VENT SWEEP LATCH - SULLIVM&ASSOC. 25 #8 X 1/8" 2/LATCH LATCH INST.SCREW ST.STEEL OH SMS W 1.140 062 � 1.340 28 1 WA21. 1 2/WDW. I WEEP VALVE PREFERRED ENG.PRODUCTS yet 27 1/VENT 5/16•BOX SCREEN - OPT10NA1. § 0 onzoo » 28 FY/20 - FLUSH FRAME ADAPTER 8063-TB OP71ONAL _Z l f 344 -2.75 29 2/UTE SETTING BLOCK EPOM DUROMETER 8035 SHORE A Yi1 3::Z k0 O7 MEETING RAIL " FRAME SILL W rn 2.te8•--«I 1.314 .250 1.422 *' .340 .312 .082�1.202 .7 C sv s .062 1.375 SILL TRACK FIXED MTG. RAIL .500 1.187•-I 1-1 I .062 ca mc�ew .082 $ 2.750 2.812 2.812 2.750 Erg,JAVAO AHMAD PRODUCTRBVISBL} ,} ,a a CIVIL fficemplp(n8with 81BFlatlde 062 I FIA.PE �92 Buddh%Obde b" Acceptom No . I .500 89 ktx rethm Deco $ .874 .88 •Y Miw Dodo Product C. drawing W09-12 .1.887 7.688 2.81 t KlI- 15 4 MOV. FRAME JAMB �5 FIXED FRAME JAMB 28 FLUSH FRAME ADAPTER sheet 6 of 7 . ... • •.. . . . 17 17 Mt� • • • . • - ••• 1� �I /, •• • • • •• •.• •• �Q • •.• • • • • •• • (�q{ • • . . • •• • • {R .. • • • • • ••• •• C g Qx 0 i J N FRAME TOP CORNER J 10 VENT TOP/BOTTOM CORNERS �y a 14 a f7 Z 31+- yW Wcn� O '" 8ss�s �g<m�oW Engr.-AAD AHMD PRODUCT REVISM � .e a OML lovide FRAME BOTTOM CORNER FIA. 70592 BBuNingOD,ell� t C .'5538 AcapuucccN16•0 �a�� Sx Z=14)Q24 5 Odrawing Fl%EO MTG. RAIL CORNER W09-12 • sheet 7 of 7 r MIAM[DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES OMR) 11845 SW 26 Street,Room 209 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 _NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"Eco-Guard 500" Outswing Aluminum Casement Window—L.M.I. APPROVAL DOCUMENT: Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision E dated 06123/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant • • ...... ...... LABELING: Each unit shall bear a permanent label with the manufacturer's nemo.'56o�logo�pity,state, .' series, and following statement: "Miami-Dade County Product Control Approved"0-0 lis otlteWw,Roted ....:. herein. • ...... ...... RENEWAL of this NOA shall be considered after a renewal application has been fled•and thew;a1 been ' • no change in the applicable building code negatively affecting the performance of this•protluct. " •�:••• • ••••• TERMINATION of this NOA will occur after the expiration date or if there has beep a m*visio4 V tftnge ...... in the materials,use,and/or manufacture of the product or process.Misuse of this jr.O1�p an endorsement • of any product,for sales, advertising or any other purposes shall automatically tern f nat'6U NQA.Failure •••••• to comply with any section of this NOA shall be cause for termination and removal of NOA. :990#* ' ...... ADVERTISEMENT: The NOA number preceded by the words Miami-Dade Vzu;ty, Fl0?i&*,: nd • followed by the expiration date may be displayed in advertising literature. If any portion of the 14OX.is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 13-0206.07 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0406.10 C�=JDADFCWNTY Expiration Date: May 19,2021 �� p1jb Approval Date: July 02,2015 t Page 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.11-0309.06) 2. Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets I through 6 of 6, dated 02/23/11, with revision E dated 06/23/15, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC'i AS 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,T kS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a casement window, prepared by Hurricane Engineering and Testing,Inc.,Test Reports No. HETI-10-3150 and HETI-10-3151,dated 12/29/101.all signed and sealed by Candido F.Font,P.E. (Submitted under NOA No.11-0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC P . Edition (2014), prepared by Al-Farooq Corporation, dated 03/17/15 and 06/23/15, signed and sealed by Javad Ahmad,P.E. :••• •.•... 2. Glazing complies with ASTM E1300-09 • D. QUALITY ASSURANCE 000:0. • 0.0000 1. Miami-Dade Department of Regulatory and Economic Resourcgsf kFjt) •00• 0 00 0000• E. MATERIAL CERTIFICATIONS ••• 6••0 . . 0000.. 0000.. 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray Ai00 Inc. far their •; "Kuraray ButaclteO PVB Glass Interlayer"dated 04/25/15,ekpi?A on lVjj&. ••'•" • 0000.. • • • 0 000 .. 0 0 0 gapar4rm P.E. Product utr 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-511 Edition (2014), and of no financial interest,dated March 17, 2015, issued b Al-Far Corporation, signed and Y � � sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Reports No.HETI-10-3150 and HETI-10-3151,issued by Hurricane Engineering and Testing,Inc.,dated 12/29/10,all signed and sealed by Candido F.Font,P.E. (Submitted under NOA No. 11-0309.06) G. OTHERS 1. Notice of Acceptance No. 13-0206.07, issued to Eco Window Systems, LLC for their Series "Eco-Guard 500" Outswing Aluminum Casement Window — L.M.I., approved on 05/02/13 and expiring on 05/19/16. .. % ...... . .. ...... .... . .. ..... ...... . . ..... .. .. . ...... . . ...... .. . ... Manuel P .E. Product ControkLxolner NOA No.15-0406.10 Expiration Date: May 19,2021 Approval Date: July 02,2015 E-2 . . .•. . . • •.. .. •• • . . •. •• • ECO—GUARD SERIES-500 i • • •••WINS WIDTH • ••• �� 8 ALUMINUM OUTSWING CASEMENT WINDOW N 35" APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE • • •VENT MIDTH ••• COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER •• • : : 0029 a t • • • O WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING FALSE uNnn, • QQ) W MIAMI–DARE COUNTY APPROVED MULLIONS IN BETWEEN. (SURFACE PUEEUSA•• D.L.•• ••• • �' LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL A WILL APPLY TO ENTIRE SYSTEM. 2 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 00' REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY • • • • S HURRICANE ZONE (NVHZ). •F.e ON` • 1 • 00 • V WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER • • • • '•'/• • qqq�y LOADS TO THE STRUCTURE. • • 0- _ =•• •• n p ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3 ii 3 IGSi 3 i'i ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE Z 7�E NOT PART OF THIS APPROVAL o n o Ti– A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON–METALUC AND NON–COMPRESSIBLE. z m c MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT \ U COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE \ i� J w REQUIREMENTS OF THE FLORIDA BUILDING CODE. \„ $ THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. w (– SHUTTERS ARE NOT REQUIRED. tYn w 8 P01NT LOCK z (n�_ 12" 3 O M MAX. 7'MAX. LOCKING POINTS O O M to MAXIMUM DESIGN LOAD RATING =+ 70.0 PSF HEAD HEAD/slu SEE CHART. o Z' tom. (FOR SRES SHOWN OR SMALLER) — 75.0 PSF SILL CORNERS WOW. HEIGHT NO. OF $Z w KEEPERS TYPICAL ELEVATION UPTO AT SASH $ O.t 26' 2 j' CM 38-3 3 �, 1/8"TEMP. GLASS 6 83'8" 5 3/8"AIR SPACE 78° 6 1/8'HEAT STREN'D.GLASS 1/8"HEAT STREWD. GLASS 3/16'HEAT STREN'D. GLASS ' 090'Interlayer 090"Interlayer 090'Interloyer PRODUCIrRmsm DuPont Butocite PVB DuPont Butocite PVB DuPont Butocite PVB ps awflyft wbbtibFlonde O�•�O c c $ � By'Kuraroy America, Inc.' By 'Kuraray America, Inc: By 'Kuraray America, Inc.' WN C' 1/8"HEAT SIREN'0. GLASS 1/8'HEAT STREN'0. GLASS 3/18"HEAT STREN'0.GLASS D,04 SILICONE p¢.. SILICON£ SILICONEDOW CORNING 899 F DOW CORNING 899 DOW CORNING 89By 9 my� y� z 5 5 �t GLASS CAPACITIES ON THIS SHEET ARE o -'� ea o 9 m ca 9 ro 5 9 BASED ON ASTM E1300-09 (3 SEC. GUSTS) 3 o AND FLORIDA BUILDING COMMISSION c s m v o W 20 � 20 DECLARATORY STATEMENT DCA05-OEC-219 c� 20 q yy Engr.JAVAD AHMAO rr6Q ML FIA.PE i8S92 g AT 1/4 POINTS CAN.3638 $ 21 19 ALL SIZES SETTING BLOCKS AT INSUL LAM. GLASS NOTCH GLAZING BEAD LEG drawing no. GLASS TYPE 'A' GLASS TYPE `AA' TO CLEAR BLOCKS GLASS TYPE `B' W11-Q5 GLAZING OPTIONS v 2$2�� (,—h,–=lof 6 • . .•. . . . ... .. .• . . . .. .. . . . • . . • . . . • . . • .... . . . EDGE DIST. TYPICAL ANCHORS • • ••• • • • • ••• SEE ELEV. 1BY �/ V FOR SPACING WOOD BUCK �� o - METAL f------ -------------- METAL _ '7 EDGE STRUCTURE ' I I MIAMI-DADE COUNTY APPROVED 11 EDGE I °'4 v ° a'' ° ° a - DST• �I MUWON&MULLION ANJTRS I r • *DIST. • ••� Z SEE SEPARATE NOA • j • • • . • • • C J EDGE f Iq ZZ DIST. • � • • 0- • �' 6 ••• $1. ••• • •• • g B I 1 7ZY I of • • • • ` • C °' A 1O �N • .•• •• • • . • 1 • • • • • • • • Q¢ l9 2 ••• : : ••• . : : • ••• TYPICALnANCHORS TYPICAL ANCHORS gg SEE ELEV.FOi FOR SPACING u _ 1 iTYPICAL ANCHORS: SEE ELEV. FOR SPACING WOOD BUCK = „I S AND METAL STRUCTURE NOT BY ECO WDW. U g MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4" OUL ULTRACON BY 'ELCO' (FU=177 KSI.Fy=155 KSI) ��- I AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) j THRU 1BY BUCKS INTO CONIC. OR MASONRY WW j 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) ds I 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) c� (�J D�00 x a DIRECTLY INTO CONC. OR MASONRY " M x a c WE 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) ^ 0." I iS1-1/4" MIN. EMBED INTO GONG. OR MASONRY (JAMBS) Z_ tJi 3 W o #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) z INTO METAL STRUCTURES U w pc STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) rn W rn7 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) j (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I 012 SMS OR SELF DRILLING REWS (GRADE 2 CRS) 5 INTO MIAMI-DADS COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) 01 2 `o 13 P 13 TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. lay INTO WOOD STRUCTURE = 1" MIN. 2 2 17 WOOD BUCK INTO METAL STRUCTURE = 3/4" MIN. © WOOD AT HEAD. SILL OR JAMBS SG - 0.55 MIN. c• ^' 10 t6 CONCRETE AT HEAD, SILL OR JAMBS f c - 3000 PSI MIN. 1 _ C-80 HOLLOW/FILLED NORMAL WE04T CMU AT JAMBS f'm s 2000 PSI MIN. $ao W 47PS� C I \ I \ O 8 4: < .• .° Engn JAVAD AHMAD , •a ba FIA.PEm$70582 S \_ e g ° °• < ..:vo .'rCI' 3538 a ° ° ��FOR PRODUCPRWIL TYP_ .. r•<' •' 1SEE ELEVANCHORS v T1�ICA1.ANCHORS`guHdygg�oSEE ELM A wg '�" X6.10wingFOR SPACING SPACING p . ^ EDGE DIST. 08W '{—'QJ • EDGE 1)ST. _I ti1i FYodnctC 1 sheet Q of Q • . .•. . • . ... .. .. . • . .• .. . . . . • . . . . • . • ... • • ... 8 1/4"MAX. �� a 1/4"MAX. t SHIMS • • • • • •N4"MAX. SHIM © ® tBt• • • • • •• •• SFtlM Z 3 5 WO011 BUCK • • • • • • • O -� q • • • • • �. 18 4 B 12 Types ANCHORS ••• 9:9 ••• 28Y W000 0 iiFii O TYPICAL ANCHORS ----------------- SEE ELEV. O v ----------SCREEN OPT. o., FOR SPACING f� SEE ELEV. W STRU E 7� FOR SPACFNG •o •• • • •• • AA�S u _ • • • *00 • • • • t t/2 V p h • • • • • •• yF t+l •• • • ••• • • • a0 % EXTERIOR TYPICAL ANCHORS t SEE ELEV. b g METAL o FOR SPACING STRUCTURE D.L.OPG. VENT WIDTH v WINDOW WIDTH W N� Z "M MMI-RADE COUNTY. Q O MAPPROVED MUWON '^ SEE SEPARATE NOA Z W TYPICAL ANCHORS 3 c SEE ELEV. FOR SPACING U^wv y W rnm Y ----- II II ogl L3 H` li iF c� FX� CY- Wnnn WINDOW WIDTH WINDOW WIDTH gss99 Cd m U O W C� &gr.JAMAd AHMAD '1 CML FIA,PE/70592 0 PRODUCTRUVMW N. 38 ssmmpl*v dFewkh Flo" 1 S " Bind€e80olk C` NO 2do drove€ng no. IonDato ai ePm t J 13 201b W11-05 sheet 3 of 6 .. .• . . . .• •• • . • • • . . . • • . EDGE DIST. EDGE DIST. METAL P----------------------------------- ro o TYPICAL ANCHORS STRUCTURE it - �I 1 t MIAMIIORADE COUNTY APPROVED i - W, ,bl SEE ELEY.FOR SPACING j t MULLION & MULLIgPi ANCI{pRS I j • • • •••' i SEE SEPARATE • • j I • • •• •• • Z 3 EDGE DIST. • • I I • • • • 7d L==____ ---� v • 15 � I 15 � z I • • i • •• ••• •• �� ALT. • • • • • •• • • TYPICAL ANCHORS TYPICAL ANCHORS J Z SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING Q 5 W z VVVIII w Ooh O �- i/4"MAX. C g Z SHIMS i5 ALT. 3 Z c TYPICAL ANCHORS W os g SEE ELEV. FOR SPACINGD " ' n O TYPICAL ANCHORS S 1'1%4"a SEE ELEV.FOR SPACING a 'q c q O � g 4 PROS7UGTRSV138U n �Y116thoFWrida No o46--io UAW ALT. BY •� $ 0 0 3 UCi ) m�amuom t5 g O H INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Eng,JAVAD � o FIA.PEE#7=12 S C.A.. ° > = Browing no. EDGE DIST. 3 2015 sheet 4 of g . . ••• . • . ..• • . • • • . • • . • 2.750 ITEM PART @ QUANTM I D&SCRR PION • • • UTIRIAl -rMAW,1961PIMIREMAM 1 E501 4 FRAME HEAD/SILL/JAMS 6063-TBLE �� c .500 2 M2 4 VENT -8063-T6 - 1.330 3 M08 AS READ. GLAZING BFAD(5 "LAM-"I • 63-T6 .082 3A E605 AS READ. GLAZING BEAD(I L LAM.G�ASSi • X83-lii 1 •• -� 39 FY109 AS READ. GLAZING BEAD(7/118'LAM.ft.ASS) • 83-T8 �— I 4 E508_ AS RECD. SNUBBER-VE%jj&L ISI ••• •ww-TB • • 0. .078 2.821 4A E509 AS REQD. SNUBBER-FRAME,FULL LENGTH 8083-T8 - - - 1.893 5 E506 OPTIONAL SCREEN FRAME 8083-T5 - �t 7 #10 X 1-1/4'• AS REQD. FRAME AND VENT Y 5 - WHINSip - CLL PRBNE UlTIA11FAB 8 E203 AS REQD. BULB WEATHERSTRIPMO.DUR•MENR U • •AM• ra„ 9 E203 AS REQD. GLAZING BEAD BULB. ULTii A% et 10 35.12.00.400 2/VENT 4 BAR HINGE.AT TOP AND SWO16 • • • SEEL• TRUTH,IIASTALLED WITH(2)010 X 5/8"SDS FRAME HEAD/SILL/JAMB 11 13096.92 1 MULTI POINT LOCK - & 12 - _8/VENT KEEPER STEEL 2.354 13 - 1/VENT ROTO OPERATOR T ZAMAK/STL TRUTH 14 PS -SS 2/CORNER FRAME/VERT CORNER-KEY--- ST.San - —1.330— PSM-SS15 FY120 AS REQD. I FLUSH FRAME ADAPTER 6083-T6 OPTIONAL _ 2.888 18 - 3 1 ANTI SAG SKATE NYLON M&M PLASTICS .062 17 010 X 1-1/a" 2/SKATE FH SDS SKATE SCREWS - - ---� 18 /8 X 3/4" AS REQD. FH SMS SNUBBER SCREWS - IN PAIRS 2"APART,PAIRS SPACED AT 7-3/4"O.C. 2.094 .372 .500 789 18 2/LITE SETONG BLOCK,3/16'X 3/4"x 4'LONG EPOM DUROMETER 80t5 SHORE A J J .062 2.813 20 118-50 - CLASS SPACER- 1/8'HIGH SILICONE FRANK LOWE J N .886 2.611--121 INSUL GLASS EDGE SPACER ST.STEEL CARDINAL XL SEALANT .719 .590 is FLUSH FRAME ADAPTER ALL JOINTS AND FRAME CONNECTIONS SEALED WITH �a SCHNEE—MOREHEAD SM5504 SEAM SEALER. W 1.382 1.750 PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. c� y°n0 a 2 VENT . tn 493 LOCKS: 0 p? s Z3� 519 1.750 MULTIPOINT LOCK SYSTEM X13096.92 BY 'TRUTH' z � AT FRAME JAMB 7 LOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL p-t .- FASTENED TO JAMBS NTH (2) #10 X 5/8" SMS. IU w ,045 .493 LOCK BAR SECURED TO JAMB WITH LOCK GUIDES /33489.00.0001 SPACED AT 12-3/4" O.C. MAX. EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS 1.Ga7 ya CORNER KEY STAINLESS STEEL KEEPERS X31964.92 AT PENT GLAZING BEAD (5/16" LAM. GLASS) EACH FASTENED WITH (2) #10 X5/8" P FH SMS SEE CHART ON SHEET 1 FOR QUANTITIES ° .las o�WP� r.130 HINGES: gWl Ll- 045 7�— 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' PRODITCfRBl78� m LOCATED AT TOP AND BOTTOM CORNERS as�ybewohdoPiaMe b 1.a5s�� FASTENED WITH (2) #10 X 5/8" P PH SELF DRILLING SCREWS Awo rJ• (�, n n OPERATOR: 8 GLAZING BEAD (INSUL. LAM. GLASS) ® SNUBBER — FRAME mt " SINGLE ARM ROTO OPERATOR X52.13.012 BY 'TRUTH' LOCATED AT SILL END FASTENED WITH (6) /10 X 1" P PH SMS j .390 245 OPERATOR TRACK #30175 AT BOTTOM RAIL ewq JAVAD AHMAD e FASTENED WITH (2) X10 X 1" P PH SMS FIA,PE If 70592 0 CAN.3536 . 803 .780 .120 ANTI—SAG SKATES: `( VINYL ANTI-SAG SKATES BY 'M&M PLASTICS' o 1.047 "I•720 (2) AT LOCK STILE AT 6-3/4" FROM TOP/BOTTOM RAILS drawing no. (1) AT BOTTOM RAIL AT 4" FROM LOCK STILE wi 1-Qcj GLAZING BEAD (7/16" LAM. GLASS) ® SNUBBER - VENT EACH FASTENED WITH (2) #10 X 1-1/4" P FH SDS. �JU4&2015 sheet 5 of g ro� • ••• • . • • • • .• • F •.• ••• .•. ..• 000 •14 9 o 'A o t� •• • . • •• 000 . • • . • • • • 14 . •• 40 • . • see • • • eTVi a W n 1 I �� N� 3 M N 0 0 O M v> U w VENT CORNER FRAME CORNER 0 a) C Engr.44VAD AHMAD •® c CML N V PRODUCTREWIMD CAN 705 92 G BucomplC' WoPlmt& v + /108 AO imti°nDa�c m-in n0. JU 2015 LW1g 05 sneet g of g MIAMI•DAQE MIAMI-DADE COUNTY 1 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIIVISION T(786)315-2590 E(786)315-2599 NOTICE OF ACCEPTANCE (N" w".miamldade.aovlecannmy Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted-manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"Tee-Guard 300"Aluminum ri ixed Window—S.M.I. APPROVAL DOCUMENT: Drawing No. W14-16, titled "Eco-Guard Series-300 Alum. Fixed Wdw. sheets i through 5 of 5, dated 04/07/14, with revision A dated 01/14/15, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Pro ftjiQntrol Section Approval Stamp with the Notice of Acceptance number and approval 4ate.1% the Miami—Dade••••;• County Product Control .. • ••Section. • • • • .. ...... MISSILE ...... .IMPACT RATING: Small Missile Impact Resistant •••;•• • LABELING: Each unit shall bear a permanent label with the manufacturer's jame COX logo:-citr state,• model/series, and following statement: "Miami-Dade County Product Control Apprbkttl", unless otlterwise••;••• noted herein. •••••• • • ••••• RENEWAL of this NOA shall be considered after a renewal application has been�J jind there bas been••• • no change in the applicable building code negatively affecting the performance of t$is p1roguct. . ...•;• TERMINATION of this NOA will occur after the expiration date or if there has beeq a evision or otan e• • in the materials,use, and/or manufacture of the product or process.Misuse of this MA%s an pdd"Ornent' •' of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.11ailure to comply with any section of this NOA shall be cause for termination and removal ofNOA. AbVERTISEMENT: 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 consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. M1 ca NOA No.14-0910.06 ..., Expiration Date: January 29,2020 MI J Z'51)5 Approval Date: January 29,2015 Page i Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W14-16, titled "Eco-Guard Series-300 Alum Fixed Wdw. (S.M.I.)", sheets I through 5 of 5, dated 04/07/14, with revision A dated 01/14/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC;TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-10-3156,dated 12/29110,signed and sealed by Candida F.Font,P.E. 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-10-3157, dated 12/29/10 and revised on 04/04/11, signed and sealed by Rafael E.Droz-Seda,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying Ivith F1jOz5h ••••• Edition(2014),prepared by Al-Farooq Corporation,dated 08/0S1,04,1igned and. sealed by Javad Ahmad,P.E. 498:90 0 •• .•0.0• 2. Glazing complies with ASTM E1300-09 000000 • 0000.. 000000 D. QUALITY ASSURANCE 0000 •• ••••• 1. Miami-Dade Department of Regulatory and Economic Resources-MM :•••:• • E. MATERIAL CERTIFICATIONS """ '• . . 0 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont D�eNeipours k-e(;-,Inc., •0 for their`DuPont Butaeite@ PVB Interlayer"dated 04111/13,.atpi$ing o.000 it b.:'• F. STATEMENTS 1. Statement letter of conformance,complying with FBC-5a'Edition(2014),and of no financial interest,dated August 5,2014,issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Proposal No. 10-1104 issued by the Product Control Section, dated 10/22/10, signed by Manuel Perez,P.E. G. OTHERS 1. None. If Manuel Pe; 1'.E. Product Control�'lxa finer NO' A No.14 910.06 Expiration Date: January 29,2020 Approval Date: January 29,2015 E-1 2.868 WINDOW WIDTH 3��J1{ 062 � mI .S00 FALSE MUNONS D.L.OPG. z `t y� 3 813 875 .709 (SURFACE OAPPU A 1.000 2.611 3 in .062 O FLUSH FRAME ADAPTER b---2.760 a D FRAME HEW/SILL/JAMB C 11 II .81�3 .803 al GLAZING BEAD o ii ii a j 1.070 .373 II 11 � �'�' ii ii g 11 11 .050 =--rr------�--- � ANCHOR COYER 5"MAX, 10 1/2"MAX. 'Z CORNS HEAD/SILL O d,Q TYPICAL ELEVATION ECO—GUARD SERIES-30p ALUMINUM FIXED WINDOIY APPROVAL APPLIES TO SINGLE UMTS OR SIDE BY SIDE GLASS D.L.O. DIMS, COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER D.L.O. HEIGHT s WINDOW HEIGHT - 3.625" WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING D.L.O. WIDTH WINDOW WIDTH - 3.625" c MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. •• ••• • • • • • •• THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • • •• • • • • • c m'' REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY • •• • • • • 000 • 0 a a • • • • • • • • N C HURRICANE ZONE(HVHZ). ••• ••• •• • • • •• ' Hca W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER . LOADS TO THE STRUCTURE. ANCHORS SHAH.BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS • 000 ••• • � JAVM AHMAO •� o EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUC•0.• • • ?HESE WI DEWS E RATED FOR SMALL MISSILE IMPACT. CmL $ ANCHORING OR LOADING CONDITIONS NOT SHOWN 1N THESE DETAILS ARE ••• 0 • i • Ml%-W COUIQY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED FttCAK 70592 -Apprmvdascomply4%ttb14 g NOT PART OF THIS APPROVAL. • •• •• • NOR INSFAU ATIONG UP TO 30 FT.OF GRADE. �s38 plmtwdl A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD OPILY • • SHUTTERSSNOT FILM. FOR INSTALLATIONS ABOVE 30 FT. OF GRADE. A ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. N 16 2015 I11ml -7 j��tidrawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THATCOME INTO ••• • • • • 0:0•• • • II 0y�� 2 REQUIREMENTS OFT WITH OTHER DISSIMILAFtTHEFLORIDA BLDG. CODE.MATERIALS SHALL MEET THE • i 000 i i i L W 14-16 • 0:000: • • • • • • • • ••• • 0 0 ••• 0 • DESIGN LOAD CAPACPI9(-PSF DESIGN LOAD CAPACITY-PSP WIND"DIMS. 7/18"LAM.GLASS D7NDOI DIMS. 7/16" LAM.GLASS MOTH(W)LENGTH(L) EXT.(+) INT-(-) WIDTH M LENGTH(L) EXT.(+) 1Nf.{») 3/16`HEAT STREN'0. GLASS 24" 100.0 150.0 26-1/2' 100.0 150.0090'IO 3 30" 100.0 150.0 37' 100.0 150.0 nterlayer PJB DuPont 8utacite 36° 100.0 150.0 53-1/8" 26" 100.0 150.0 By'F-I. DuPont De Nemours&Co., Inc.' a 42' 38' 100.0 150.0 74' 100.0 150.0 3/18°HEAT STREN'D. CLASS v 48' 100.0 150.0 28-1/2' 100.0 150.0 54° 100.0 750.0 37' 100.0 150.0 38-3/8' SILICONE a 0 60' 100.0 150.0 53-1/8' 100.0 147.8 DOW CORDING 899 88° 100.0 150.0 74' 100.0 144.4 14 p1 72" 100.0 150.0 26-1/2' 100.0 150.0 s u i LQ7 24° 100.0 150.0 37" 50-5/8" 100.0 150.0 30° 100.0 150.0 53-1/8" 83.0 112.0 w II 1I 5 O;D 36` 100.0 150.0 26-1/2" 63 100.0 160.0 II 42" 48" L00.0 135.0 37" 100.0 150.0 0 ��•.• 48' 878 118.1 28-1/2" 76" 100.0 150.0 54' 87.5 118.1 37" 100.0 146.6 0 60' 87.5 118.1 66" 87.5 118.1 -1 X 1FROM SMS WI 1R POINTS ON LTIES a AT 3-1/2"FROM ENDS 8 WIDER THAN 36' y U o 24' 100.0 150.0 AND 10"O.C.MAX. 30" 100.0 150.0 36" 60" 100.0 150.0 GLAZING DETAIL 42' 100.0 135.0 W 7/16'OVERNI NOM.THK. r 48' 87.5 118.1 W 24' 100.0 150.0 30" 72„ 100.0 150.0jj 36` 100 0 150.0 L ' 00 42' 100.0 135.0 �i (pppYYiYY,�{{{ •-�i 24" 100.0 150.0 J = Z 3 30' 76' 100.0 150.0 Z 36° 100.0 149.4 3 '%iir 0•d.J 42" 100.0 135.0 U w 8 W 24' 100.0 150.0 cm 30' 84' 100.0 150.0 N6�: O 36' 100.0 145.1 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 24' 98' 100.0 150.0 VERTICALLY OR HORIZONTALLY AS SHOWN ASOVE. 30" 100.0 150.0 24" 108" 100.0 150.0 247 120' 100.0 150.0 0 u •• ••• • • • • • •• • • •• • • m e • • • ••• • • • • ••• • o o� • • • •00 • • • • • `w c O • •• • •••• ••• ••• ••• ••• r:JAVAD AHM I 1 9 • • • ••• i • i •• • •• i FIA.PE 7659 9 2 APPro+ed av complylag with t6a • •• •• • • • • •• CAN.t D,eda Qaiding ••• • • • • • N�A6V7)" ��q tit I de lrrorinct NOTE: j l g 2015 �y drowitlg no. GLASS CAPACITIES ON THIS SHEET ARE ••• ••• G2�� r W1 4-16 BASED ON ASTM E1300-09 (3 SEC. GUS'I;). • • • • •• • • '�-'` I � -� 2 of 5 • • ••• • • "v' sheet • • •• •• • • • •• •• ••• • • • ••• 0 0 ley TYPICAL ANCHORS WOOD RUCK ELEV. METAL MWOOD BUCK SPACING STRUCTURE WOOD UCTU toot'6" _..- -- I. -_F11..* .. MIAMI-DADE COUNTY APPROVED 4- MULLION &MULLION ANCHORS SEE SEPARATE NOA z EDGED EDGE DIST. EDGE DW. 44----A 8 RI 2 II II DO D 'LAAj W TYPICALXCHN ORS TYPICAL ANCHORS TYPICAL ANCHORS Ii U ECLEV. FOR SPACING FOR SPACIELEVNGSEE ELEV. FOR SPACING II tl II WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW, TYPICAL ANCHORS: SEE 8". FOR SPACING MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4" TAPCON BY 'ITW' (Fu.12o Ksi,Fy-92 Km) al U iia AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1/4" DIA. ULTRACON By 'ELCV (Fu=177 KSI,Fy-155 KSI) INTO 23Y WOOD BUCKS OR WOOD STRUCTURES 21 11 II 1-1/2' MIN. PENETRATION INTO WOOD THRU 113Y BUCKS INTO CONC. OR MASONRY 1-1/4- MIN. EMBED INTO CONC. OR MASONRY 0 DIRECTLY INTO CONC. OR MASONRY 1-1/4- MIN. EMBED INTO CONC. OR MASONRY 4 12 oon w 1 X DW TEKS OR SELE DRILLING SCR (GRADE 5 CRS) F3a— rt 11 z .,,2 1 I n INTO METAL STRUCTURES fl ti STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) 0 z ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL 1N CONTACT WITH ALUMINUM TO BE PLATED OR PAWED) wo 032 li It II 11 914 SMS OR SELF DRILLING SCIREWS (GRADE 2 CRS) ------- INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8*) (NO SHIM SPACE) u 11 TYPICAL EM DIST NCE o 11 It INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. 1 11 01 1111 641 *oo 6 • 111 6 • oo CONCRETE AT HEAD, SILL OR JAMBS irc - 3000 PSI MIN. : 0.: : : C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. 00 * AD 0 e o** MI I ALL JOINTS AND FRAME CONNECTIONS SEALED WITH Iao 6 SEALANT: JOINT SEALER. oo* f000 9 En2r.AVAO AHMAD 44 RA PE A 70592 4 4- CML -mplyfag 0 C.A.M. WAN o Noduct ra TYPICAL ANCHORS EDGE OI T. SEE ELEV. TYPICAL ANCHORS MR SPACING __SEE ELEV. o • FOR SPACING V W1 4-16 TEM#` PART 0 RRQD. DESCRtPTtox MATRRTAL MANY./SUPPUBR/REMARKS e 1 FY301 2 FRAME HEIM)/SILt/JMte 6063-r6 - 2 FY302 AS READ. GLAZING BEAD-7/16"GLASS 6463-T6 3 FY303 AS REQD. ANCHOR COYER 6063-75 - 4 0203 AS READ. GLAZING BEAD BULB NEOPRENE ULTRAF'AS 5 FLB-50 1 GLASS SPACER- 1/8'HIGH SILICONE fRANK LOWE g 6 ®8 x 1- 8 JFRAME ASSEMBLY SCREWS CRS PH SMS �' v 7 Pn20 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 8 - AS READ. SETTING BLOCKS MM DUROMETER 80t5 SHORE A r d f� It 14 0 MIAMI-RADE COUNTY CORNER DETAIL g c APPROVED MULLION S SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV.FOR SPACING LLI O oM a z 1SEEEEELEV , Ev�cHDRs U FOR SPACING ow a, WINDOW WIDTH WINDOW WIDTH 18Y WOOD BUCKS SHIM 1/4-MAX. TYPICAL.ANCHORS 1/4'MAX. SHIMS SEE ELEV. SHIM FOR S7AgN0 3 TYPICAL ANCHORS SEE ELEV. o� FOR SPACING MN. • - ---° p = c=--- =¢ __ -- -- - - - - - -- - - - �. 3 pC•a METAL o p P STRUCTURE • e O 3r a 2 • •:• •:• •.: •` •:• E"r.JAVADAMMD ` Q 1 EXTER:OlZ • . • • • FLA.PE 70692 'LDPmved as vomplytag svith 0* •• • • • • • • ° CAN. p[38 Florida�Pw_dIejr._aj,_ D.L 0 •• •• • • s • •• N. k. IA�atAS • III o WINDOW WIDTH ' 2D1� �� draWin no. � i i i•i i i i ✓ -%` sheet ¢ of 5 • •• •• • • • •• •• METAL �v TYPICAL HORS STRUCTURE SEE MIAMI—RADE COUNTY APPROVED FOR SPAC99-0GG MULLION &MUWON ANCHORS EDGE DIST. SEE SEPARATE NOA Z 3 a DIST.. o J EDGE DIST. t e.y 1 AD ALT. 4 SEE 4 TYPICAL ANCHORS TYPICALANCHORS SEE ELEV. FOR PACING FOR SPACING LL Q � �W Ot/a•MAX. z stems ALT. 3 z ti wo O TYPICAL.ANCHORS SEE ELEV. 4 FOR SPACING • ,1,f s •4 • '021 1 11 O • •• • • • • ••• • �•a ISI ALT. � •• ••• •• • • • •• cQ c 11 1 .a y ••• CML• • •:• ••#NS tyffI41•DETAILS W fH FLUSH FRAME ADAPTE Dqn.A O AHMAO •e • • • • • • FLA.PE 70592 errnTascamPTylas9{tTtN •• • • • • • • • O A N Plorida DahtTuR y�a C c •°• v • •• •• • • • • •• Date 0 1 DGE DIST.. •o• M ml Dade Ptaduet t .Tt(PICAL SEE ANCHORS ES• •• •• • • • �JA FOR PACING • • • • f ••• dWra1wi4ng-1no6. • • • sheat 5 of 5 • •• •• • • f •• •• ••• 0 0 0 000 0 • r MIAMI- AIIA11—DADE COUNTY,FLORIDA o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOWC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2$99, ' AN � wmvrmiamidadesgvyjec2n = '9�''itndnvstems,l( 9114 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. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series ,Eco_Gvarq Clipped'- umi�t►ttu�'3��►bt� APPROVAL DOCUMENT: Drawing No.M14-01, Series titled "AIuminum Tube Mullion",-sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al-Farooq Corporation, signed and scaled by Javad Ahmad,P. E., bearing the Miami-Dade County Product Control Section Approval stamp with the Notice of Acceptance number and Approval date by the.Mie.mi--Dade County Product Control Section. ...••• 0000.. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant •••• •• •• .0000. . ., _ •�.... LABELING: Each unit shall bear a permanent label with the manufacturer's �i „or logo, series, and following statement: "Miami-Dade County Product Control Approve4'e winless otherwise not4d•••; herein. r 0000 . .. 0000. RENEWAL of this NOA shall be considered after a renewal application has bedi ft and UquC as be8d ••• no change in the applicable building code negatively affecting the performance offhisproducf. TERMINATION of this NOA will occur after the expiration date or if there had b&t a revision or change.... in the materials, use,and/or manufacture of the product or process. Misuse of this N®A as aV endorsement • of any product,for sales,advertising or any other purposes shall automatically temmttte this%NQAo,Faiifute •• 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 consists of this page 1 and evidence pages E-1 and E-2,as welt as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.L _ MiAMt�CtA®OUNTY S t Date: o er 23,' X19 MEN Expiration Date: October 23,2019 Eo t� t Approval Date: October 23,2014 Page 1 Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M14-01, Series titled "Aluminum Tube Mullion', sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of a clipped aluminum mullion at fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI48--2192A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of a clipped aluminum mullion at a fixed window/a single hung window,prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI08 2192B and HETI48-21660, both dated 01/15/09,signed and sealed by Candido F.Font,P.E. 4. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,.TAS 202-94 �• 3) Water Resistance Test,per FBC,TAS 202-24• •••• ••••;• 4) Forced Entry Test,per FBC 2411.3.2.1,aht.TAS 2{x'-.94. 0004.00 . ..... along with marked-up drawings and installation diagrazP.91.# clipped.alunu4um .. mullion single hung window,prepared by Hurricane Engineering 1&Testing,Inc.,TW 0: Report No.HETI-08-2166A,dated 01/15/09, signed and seaiedeby CanaW F. Fens•• P.E. ...... ..... .. ... . ...... C. CALCULATIONS :••• • 0 • 1. Anchor verification calculations and structural analysis, cemRly*ng v�MTDC-2010• and FBC 5a' Edition (2014), prepared by A�Farooq Corpbraffon, dated'V5/05V, • signed and sealed by Javad Ahmad,P.E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). .E. MATERIAL CERTIFICATIONS 1. None. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0529.16 Expiration Date: October 23,2019 Approval Date: October 23,2014 E--1 Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with FBC 2010 and FBC 5`" Edition (2014), issued by Al Farooq Corporation, dated 05/23/14,signed and sealed by Javad Ahmad,P.E. 2. Department of State Certification of Eco Window Systems,LLC as a limited Iiability company, active and organized under the laws of the State of Florida,,dated 03/21/13 and signed by Kurt S.Browning,Secretary of State. 3. Laboratory compliance letter -for Test Reports No.'s HETI-08-2192A, HETI-08 2192B, HETI-08-2166A and HETI-08-2166C, all issued by Hurricane Engineering & Testing, Inc., dated 01/15/09, signed and sealed by Candido F.Font,P.E. 4. Proposal No. 08-0236 issued by the Product Control, dated 06/04/08, signed by Manuel Perez,P. E. G. OTHERS 1. None. 0000.. 000000 0000.. 0000.. 0000 .. 0000 . 0. 0000. 0000.. 0000.. * 0000. 0 .. ... . 000000 0000.. 0 0000.. 000000 0 . . 000000 . .. . 0 ... . . 00 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 nill. '-__y --z Asa =fir 11 4.000 0 1 ___ � ' Ili aw_.�I TYPICAL y --GLAZING PROOUOI [TYPICALi` 1.000 a I T'6 WINoDw FRAME 1 'ii__-' '--li --�s-- 6.000 B Lj 3. 4.000 JU s TUISHAPES ES NILAR J MULLION SYSTEM IS RATED FOR tARGF. MISSILE IMPACT. 2060 ALLOY-8083-TS AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED IMPACT AND NON-IMPACT'RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TURE MUL IONSMU K)N.S CONING TYPICAL GLAZING PRODLICT� USING MULLION PROPERTIES ONLY m HORIZONTAL OR VERTICAL 3�o NOTES SEE SEE WINDOW OR DOOR APPWA%L FOR FASTENERS SRES AMID SPACING Z Z TMS PRODUCT HAS BEEN DE5�ta AND TESTED TD COMPLY WITH THE Y _ T�OUItEMENT3 OF IIiE FLORIDA BUILDINNi CODE RNNxUDIMO NIGH VtT.00IY HURRICANE ZO E(WIZ JJ t] ALL(HAZING PROWNCTS USED WITH THESE MULLIONS MUST MEET THE Q U�B APPLICABLE BUILDING CODE REQUI103WAM LE:WIND LOAD,WATER IO�fLTRATION,FORCED ENTRY RESSGNCE,SAFEGUARDS ETC. W WOOD BUCKS BY OTHER$MUST BE ANCHORED PROPERLY TO TRANSFER C� LOADS TO THE SII1CiW� ANCHORS SHALT.BE AS LISTED,SPACED AS SHOWN ON OEl`XS,£MBEWOU TD BASE MATERIAL SHALL BE BEYOND WALL COVERING(STUDOO.TIE ETC.). ANCHORING CONDITIONS OTHER TWIN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF YW Awl. A LOAD OURAD6N IA)RFASE IS USW IN TESW OF MBZIOD,S INTO WOOD ONLY. MATFRWLS NCLUOIiG BUT NOT,AIIEO TO SIVELAMAL SCREW$THAT COME WIT) MM WITH OTHER DISSUAI AR MATERIALS SHALL MEET THE ANTS OF THE RAMA BLDG.CODE. INSTRUCTIONS 000 ••s • • • • • .00 USE CHARTS AIS GRAPHS AS FOLLOW • • •• • • •4040• • o • 4040 • • • • • • STEP T DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 • • • • • • • • a ` fit I I I WR PARTICULAR OPE!lING. •• ••• •• • • • •• STEP 2 USE MIAM I-DADE COUNTY APPI MMU GRAZING PRODUCTS MHETIIN ABOVE LOAD REQUIREMENTS. ,STEP USE CWQIECTION TO MULUOrN AS PER PRODUCT d. APPROVAL. • 0400 ••• ••• 9•0 ••• CWL PEi RISING CHARM ON SHEET 3 SELECT Ml0.LWN SIZE WIRE • • • • e • SCAM".W8 � STEP 4 DESIGN RATING THAN DESIGN LOAD WECM • • • • • APP/otl,4 weplylegu4tjVc IN STEP I ASM •• • • • • • • • L'LmhGl lRididN `� y USING EET4.ANCHOR TYPES CIN SHEERS 3 TtIN 9IN ATING xRARTs • • • • NOATik p .L . .�•+G MF,h 3 G!1 7 drawing no. STEP 5 ON SHEET 4.SELECT ANCHOR TYPE TBTH OEBCNV ImilNO C m� MORE THAN THE ofBIRN LOADS SPECIffO IN STEP I ABOVE. "` ..y M14—01, u4.2+�; sheet d g • • • 4040• • • • • • • • • • • • •• • • 4040 4040 • 00 ••• •• • • •6 000 0 0 1.000 ..128 1.000 2.000 vr.125 2 O .125 -2.000--1 .250 7ru 1.000 .125 1.000 p- _ . z a _ I .123 .373 az .125 4.000 4.0W .123 C •.126 4.9� ffiLo g 3.000 An 3400 Lu 8.0� 8,000 8ff .375 .375 .125 ,2g0 Q 6i It 0 .9502 1N\4 It 2.0374 IN\4 It= 1.538 w\4 It 3.1878^4 It m 2.8762 W\4 ; Ss a .6338 01\3 Ss b 1.0187 04\3 Ss a 1.0234 04\3 Ss m 14939 W\3 SX= 1.0831 ato 1X3 1X41X3 1 X 4 2 X 4 LJ STD, MULIIDN M, MUWON CUSTOM MULLION CUSTOM MULLION SM. MULLON 8063-TB 8083-TB 8063-T8 6063-16 6063-T8 U aaa� Ism&2757 81\4 It= 15.2031 01\4 Z Ss.2.7586 Oi\3 Ss m SAW7 W\3 0 U1 _ 2 X 6 2 X 6 fD. MULLION HEAVY MULLON 6083-TB 6063-T8 w �•. n o s� Z z3j wpm 718 1.718 .125 2.125 .1262.125 .128 TVP. TYP N,7*008" 2000 2.000 • • • • • • • • • �m NOTCH •• •=11P NO1R21• • • • •• OPTIONAL 1�. •• •108d10NM • t�2• c 81OV. ►� e e e CIVIL • 0:0 • ••• ••• P [___70.582 1 ® iK • • • • •sa • K 1e8J396 �S , 1614. $g ••• • • • • • MAY•2.1 2014 draw(ng no. ANGLE CUP MULLION CLIP MULLION CI IP !l47 8083-T8 8063-TS TB ' sheaf Of 9 • • • • • • • • • • ••• • • • ••• • • DESIGN LOAD CAPACITY-PSP(TUBS MUUjoXS) DESIGN)AAD CAPACITY-PEP(RUDE M=M) DESIGN MAD CAPACITY-PS8(TUBE MU11IONS) lu WINDOW Dom' 1 XS t X4 I XS 1 X 4 2X4 2X8 2X8 i11N1/0W 016{8. 1X3 1X4 I XS 1X4 8X4 8X8 8X6 bIND019 DIMa IIX3 1X4 1 XS 1X4 8X4 8X8 2X8 �� Q WM(8')I/tAL SPAN STD. STD. CUSTOM USTOM W. STD. HEAVY WM(W)IMULL SPAN STD. SM. CUSTOM CUSTOM STD. 80 HEAVY M0711(Yfj tdU1L wmI 8TD. BTB. CUSTOM CUSTOM STA STD. HEAVY ,} 19-1J6' 120.0 120.0 120.0 120.0 120.0 120.0 12MO 19-1/8" 74.6 120.0 I 120.0 120A 120.0 120.0 120A 19-1/8" 89.3 85.3 120.0 120.0 26-t/2• 120.0 t�.o 120.0 120.0 12ao 120.0 120.0 28-I/2` 53.8 1M4 87.1 120.0 t2ao 120.0 f�A 26-1/Y - 6.2.8 �.9 ilia 120.0 �' 1204 120.0 120.0 120.0 120.0 120.0 120.0 30` 479 101.9 78.8 720.0 120.0 1204 120.0 30` - - - 37.8 35.3 98.1 t20A 37' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37' 36.6 82.6 82.4 120.0 120.0 120A 12043Y - - - 309 26.6 79.5 120.0 1 42' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42' 33.9 72.6 566. 1139 106.4 120.0 120.0 42" 27.0 2&2 70.1 120.0 48' 38-3/8' 1206. 120.0 120.0 120.0 120.0 120.0 120.0 48` 74-1/4' 29.7 83.7 48.1 99.7 93.1 120.0 120.0 48` 120' - - - 23.8 22.0 61.3 112.6 54" 120.0 120.0 120.0 120.0 12MO 120.0 120.0 54' 26.4 55.6 42.7 88A 82.7 1206. A 84'12O - - - 21.0 - 545 100.1 � a 80' 120.0 120.0 120.0 1�.0 120.0 120.0 120.0 80• 239 516. 385 79.7 74.4 1204 120.0 �' - - - - 49.0 90.1 s 88' 1125 120A 1206. 120.0 120A 120.0 120.0 88" 21A 46.3 35A 72.5 67.7 1206. 120.0 88` - - - - - 44.6 81.9 A4+ l 72` 103.2 120.0 120.0 120.0 120.0 120.0 120.0 7Y - 425 32.1 68.5 820 1206. 120.0 72• 40.9 75,1 �i I6.,, t9-t/8• 1204 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8e 515 110.4 83.4 1206. 12MO 120.0 120.0 19-t/8` - 11 445 41.8 1159 120.0 Q 4,4 20-1/Y 120.0 120.0 120.0 120.0 120.0 120.0 1 120.0 26-1/2e 37.2 79.7 60.2 120.0 116.4 120.0 120.0 28-1/2e - - - 32.1 306. 86.4 120.0 X` 120.0 120.0 120.0 120.0 120.0 120.0 120.0 3v 329 70.4 611 110.2 102.8 12MO 120.0 30" - - - 26.4 26.5 73.7 1 120.0 37' 120.0 120.0 1240 120.0 120.0 120.0 120.0 37* 28.6 57.1 43.1 89.3 83.4 120.0 120.0 37* 23.0 215 s8.8i 1099 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42• 214 600 3&0 78.7 735 1204 120A 42" - - - 20.3 - 52.6 96.7 48• 42• 120.0 120.0 120.0 120A 120.0 120.0 120.0 48" 84• 205 44.0 312 68.8 84.3 120.0 120.0 48" 132• - - - 48.1 84.8 54' 1149 120.0 120A 120.0 120.0 120.0 120.0 s4' - 39.1 295 613 57.1 1240 120.0 84• - - - - - ,409 753 U N HO" F03.T30.0 120.0 120.0 120.0 120.0 120A w - 353 28.6 55.1 51.4 112.8 1206. 80• - _ _ _ - �9 87J�` 0.0 1x.0 1206. 120.0 1206. 1�4 86• - 320 24.2 S0./ 4&7 102.4 120.0 S e72' 0.0 120.0 120.0 120.0 1206. 120.0 72• - 29.3 22.1 45.9 429 93.6 120.0 72" - _ _ _ - 30.7 58.4 7 t9-7/8' 120.0 120.0 120.0 120.0 120M_ 120.0 120.0 19-1/8" 345 74A 58.8 1159 10&1 120.0 1206. 19-t/8• - - 34.3 32.0 89.0 120.0 26-1/Y 120.0 120.0 120.0 t20A 120.0 120. 120.0_ 28-1/2' 249 53.6. 40.3 635 7a0 1204 120.0 28-1/2• - - 249 2af 841 two n 30' 120.0 12&0 120.0 120.0 ISA 120.0 1206. 30• 224 47.2 35.8 73.8 88.9 120.0 1204 30' - - - 2t9 20.4 588 1043 W w 3Y 11&3 120.0 120.0 120.0 120.0 1204 120.0 3Y - 353 28.9 599 55.9 1200 120A 37" - - - - 480 84S F ��n 4Y IOt9 120.0 120.0 120.0 120.0 120.0 1'20.0 42` - 33.7 2&4 52.7 49.2 120. 12OA 42` - - - - - - 40 5 745 t� 48` 50-5/8' 68.9 120.0 120.0 120.0 120.0 120A 120.0 48' 98• - _ 29.5 6.2.3 4&1 43.1 �O?A 120.0 48• tom• - _-___ _- 305 86.2 O oM S4' 786. t20.0 1206. 1206. f20.0 120.0 120.0 54' - 283 - 41.0 _38.3_ ME 120.0 54• 315 579 Z �• 71.7 114.5 f t 53 120.0 1206. 120.0 1204 BO' - 23.8 - 389 34.4_ _883 120.0 60• - - - 2a4 52.1 g 86' 64.7 104.1 104.7 1206. 1206. 1206. 1206. 86' - 21.4 - 33.5 31.3 7&4 120.0 88e - - - - 28.8 47.4 0 O 72` 890. 05.4 WA 120.0 120.0 1204 120.0 72' - - 30.7 2&7 719 1206. 72" 23.7 43.4 18-1/b• 120.0 120.0 12MG 120.0 1217.0 120.0 120.0 19-118" - - - 81.3 78.9 1206. 120.0 - - - - W W 28-t/2• 88.1 120.6 120.0 120.0 120.0 120.0 120.0 26-1/2' 5V 549 1200 12MO 30" 779 12MO 1206. 120.0 120.0 120.0 120.0 30' - - - 519 4&4 12DA tMa Ate011Es TO Or Do= H01620MIA1.MULLIM WSOECTAPb10AR S1Y8E 3Y 611 1199 }021 720.0 1206. 120.0 120.0 3Y - 420 392 109.1 120.0 4Y 5&8 105.8 906. 120.0 120A 120A 1206. 42` - - - 370 349 gat 1204 48" or 489 92.4 7&7 120.0 120A 120.0 120.0 48• 108' - - - 32.4 30.2 84.1 12MO /ice PROWCF S4• 433 a= 7" 120.0 120.0 12MO 120A 54• - - 28.8 289 74.7 120,0 MULLION c �• 38.9 73.9 830 115.7 t08.0 12MO 120.0 80• - - 26.9 24.2 87.3 120.0 68" 3&4 872 57.3 1053 1- 120.0 120. 86' 23.8 22A 813 112.3 MAZINO O1AZM d 72' 32.4 81.8 82,5 9&4 90.0 1206. 120.0 72' - - 219 20.2 86.1 103.0 PRaWCT P�OUCT QLAZ810 OIAZINO ALL LOADS ARE EXT, + NT 1 P14onucr NOTE MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED ••• ••i '•i •• i i ••• wt W2 ( MtnuoN SPAN VERTICALLY OR HORIZONTALLY. (INTERPOLATION i3ETWEEN WIDTHS ALLOWED) DML MULLION iON R Ant M NTS moo° Araa6 a • ••• ••• ••• ••• • • • • • • E Ij_ M70M • • • • A Hyl o wt +W2 �n y •• •• • i• i • • •Pr Ida +nBaDu 2 S ti •• • MULLIONS "' "' 441 7 3� fie ass • ••• • 9he•t 3 of 9 • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I)MON LOAD CAPACTY-PAP DESIGN LOAD CAPACITY-Pap DMS%ON LOAD CAPACrrY-PSP 4 SPINl�W DIMS. ANCHORS TYPE 1PR4DOW DUN. I ANCHORS TYPE WINDOW DIMS. ANCHOR TYPE /A 1R MM(w) WILL SPAN A2 A4 A8 R2 84s 134b MIN(00 JULU SPAN A2 A4 A6 Be 84a 134b WIDTH(W)MULL SPAN A2 A4 AS N8 Ma 04b W is-1/a' 120.0 12D.0 120.0 120.0 120.0 120.0 t9-1/6• 120.0 120.0 120.0 101.4 120.0 120.0 19-1/8• 97.9 120.0 120.0 62.7 90.4 120.0 Z i 28-1/2• 120.0 120.0 120.0 120.0 120.0 120.0 28-1/2° 114.2 120.0 120.0 73.2 10.4 120.0 26-1/2" 70.6 120.0 120.0 -45.3 3' 120.0 120.0 120.0 1204 120.0 120.0 30• 100.8 120.0 120.0 64.6 0&1 120.0 30' 824 108.8 120.0 404 57.8 80.0 F 37" 120.0 12MO 120.0 101.4 120.0 120.0 37" 81.8 120.0 120.0 52.4 78.6 104.8 3Y 80.6 88.2 120.0 32.4 4&7_ 64.9 3 42• 120.0 120.0 120.0 89.3 120.0 120A 42• 72.0 12" 120.0 4&2 688 92.4 42" 44.8 77.7 118.8 2&8 41.1 57.1 48" 36-3/8• 120.0 120.0 120.0 781 112.8 120.0 48• 74-1/4' 830 109A 120.0 40.4 58.2 80.8 48• 126' 390 880 1020 25.0 3&0 f o S4" 108.4 120.0 120.0 898 100.1 120.0 g4" SBA 97.7 120.0 359 5t.7 713 b1• 34.7 80.4 90.7 22.2 32.0 44.4 A a 80' 97.8 170.0 120.0 828 90.1 12&0 BO• WA 87.9 120.0 32.3 46.5 64.6 80' 31.2 84.4 81.6 200 289 40.0 7Vf Se 88.7 120.0 120.0 a" 819 113.7 88' 4&8 "A 119.9 28.4 420 68.8 BB' 2&4 4B8 74.2 - 211.2 3&4 pq 72" 81.3 120.0 120.0 52.1 750 104.2 72" 42.0 73.3 109.9 289 389 53.9 72" 2&0 45.3 68.0 - 24.0 33.3 1d 19-1/a" 120.0 120.0 120.0 120.0 1204 120.0 19-1/8" 120.0 120.0 120.0 899 120.0 120A 19-t/8" 89.0 120.0 120.0 570 82.1 114.1 W 28-1/2' 120.0 12x0 120.0 120.0 t2OA 120.0 26-1/2• 1009 120.0 1204 84.7 931 120.0 26-i/Y 641 112.0 120A 41.2 59.3 82.3 i 30' 120.0_ _120.0_ 1204 _114.3 120.0 12&0 30' 89.1 1204 120.0 37.1 82.3 114.3 30" 88.7 98.9 120.0 3&4 52.4 72.7 37' 120.0 120.0 1204 92.7 120.0 120.0 37" 72.3 1204 120.0 48.3 88.7 S27 37• 460 80.2 120.0 298 42.5 89.0 42• 1204 120.0 120.0 81.8 1179 120.0 4Y 63.7 111.0 120.0 409 88.8 81.6 42' 408 70A IO&0 MO 37.4 519 48• 42• 111.4 12MO _120_0 71.4 _tO29_ 120.0 46• 84• 55.7 97.1 120.0 35.7 61.4 71.0 48' 132• 358 819 927 22.7 32.7 4&5 54° -99.0_ 1204 12&0 '-638_ _91.4_ t2U_ 54" 498 88.3 120.0 313 4&7 635 54" 318 54.0 824 20.2 29.1 40.4 O 60• S&1 ^ 120.0 120.0 57.1 82.3 114.3 80• 44.6 77.7 118.8 2&8 41.1 57.1 p• 2&4 498 74.2 - 28.2 3&4 Z 66" 61.0 120.0 1204 81.9 74.8 1039 or 408 70.6 1064 284 37.4 519 66• 2U 450 67.4 - 239 33.1 72' 741 120.0 120.0 47.8 S69 SU 72" 37.1 848 97.1 234 34,3 47.6 72• 235 41.2 61.8 21.8 30.3 0 N 120.0 1204 1204 120.0 120.0 1204 19-1/a' 120.0 120.0 _ 1204 7&4 1129 _120.0 19-1/8' 81.6 120.0. 1204 520 70..3 1__ 3 28-1/2' 120.0 120.0 120.0 1071 120.0 12MO 28-1/2• 88.3 120.0 120.0' b&6- -81.5 113.2' 26-1/2' 589 102.8 120.0 37.7 54.3 755 � L+ 30" 120.0 1200 fro 949 1204 120.0 3C 78.0 120.0 120.0 600 72.0 100.0 30• 52.0 -90.7 120.0 330. 4&O 8&7 g 37" 1199 720.0 120.0 78.9 110.7 120.0 37" 83.2 110.3 120.0 408 0.&4 81.1 37" 42.2 73.5 _11_0.3 27.0 �.9 84.1 42" t�.7 120.0 120.0 87.7 978 120.0 42" 5&7 97.1 120.0 3&7 51.4 71.4 4Y 37.1 64A 97.1 _ _23.8 34.3 47.6 48' S0-S/8" 924 120.0 120.0 59.3 88.3 1188 48' 99• 48b a" 120.0 31.3 45.0 828 48' 144• 328 8&7_ &%C 20 8 30.0 41.7 O o M 84' SU 120A 120.0 827 769 10&3 54" 43.3 7&8 113.3 279 404 55.8 0.4' 289 80.4 ^75.8 - _ 28.7 37.0 � Z'�I �" 74.0 120.0 120.0 47.4 88.3 949 60" 39.0 880 102A 2&O 3&0 60.0 w 280 45.3 _88.0 _24.0 33.3 3 88• 67.2 1171 120A 43.1 62.1 881 66" 30.8 819 82.7 227 32.7 455 as* 23.8 41.2 819 - 218 �3 Z 72' 81.8 1078 1204 38 5 5&9 790 72` 318 4&7BSA 209 30.0 41.7 72• 21.7 379 5&7 - 20 0 279 J 0 8 19-1/8" 120.0 120.0 :18 120.0 118.5 120.0 120.0 19-1/e" 108.8 120.0 120.0 69.7 100.4 120.0 Q W m 28-1/2' 120.0 1204 120.0 66.3 12U 120.0 26-1/2• 788 12MO 120.0 a" 7" 100.0 AROMS TO BE Qi CRM _ O 30" 118.9 1204 1204 78.2 /0&7 1204 3• N.3 120.0 120.0 44.4 84.0 889 � � RB mmE RECmw IM 9wT 37" 98.4 120.0 120A 619 88.0 120.0 37" 581 98.0 120.0 38.0 519 721 MMUZONTAL MULUM 42• 849 120.0 120.0 54.4 7&4 IOU 42" 49.5 86.3 1204 3t.7 45.7 830 48" 63• 74.3 120.0 120.0 479 889 95.2 48' 108• 43J 75.8 1133 279 40.0 S&6 54' 88.0 IM 12M 42.3 81A 84.7 54• 385 87.2 100.7 24.7 3&8 49.4 tAILUWI c �° 8&4 1039 120.0 3&1 849 7&2 �• 34.7 60.4 90.7 22.2 32A 44.4 Tq 88" 844 94.2 120.0 34.6 499 0.3 88° 318 549 82.4 20.2 29.1 40.4 L GLAZM PAM=MAllM �1 72' 498 883 1204 31.7 4&7 833 72• 289 50.4 78.8 - 2&7 37.0 I CLAM PT T ALL LOADS ARE EXT.(+)/INT.(-).•• ••• • • • • • •• A7 NOTE• • • • • • • • • • ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER •• •i i i i i•i *• wt tv2 ►ttuuoH spam LOCATIONS AT HEAD. SILL OR JAMB ENDS. •• #00 •• • • • •• o 7YP1Cet MULLION ARRANGEMENTSFOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) w1 +W2 ygpm (W)• ••• ••• ••• ••• ••• • • • • • p a.AM tyina vft go 2 OATH."70592 • • • • q app •• • • • • • • n e 120,1¢ • •• •• • • • 0.o � ANCHORS �; MA 37011 droiW1g no. 1� M14-01 • ebea! or 9 • •• •• • • • •• •• ••• • • • ••• • 0 TYPICAL.ANCHORS TYPICAL ANCHORS 2 PER CLIP(1 ON EACH WING) 1 PER ANGLE � \OR ZC e t I I e t ---------- 1 1 i 1 1 I#14 SMS SNUO NIT CLIP , I 2 X 2% 1 1 1 staxt FIT MLXL ALUMAR i I 1-3/ MK 4 A.PPER CLIP 1-4-L 1-324PER ANOLE F tJ In a vi ANCHORS TYPE 'A2' TYPICAL ANCHORS: ANCHOR TYPES I SUBSTRATE IMIN.EMl$D.MIM.EDGE OLST, m n 1` 1/(F OA, KS4ONS BY'ELCO' CONCRETE 1-3/4" 2-1/2' 3 m M (Fu-177 KSI,Fy-155 KSI} 1/4'0L0.(Sw E SCREWS METAL 1/e' 3/4' j Z OM�.i Z TYPICAL ANCHORS TYPMAL ANCHORS CONCRETE a re-3000 PSI MSN. Z UP(aEACH WINti) 2 PER ANGLE 4 PER C METAL v 1/B"MRN.TW.STEEL Fy-36 KSI MIN. J p �.\\\ 1/B"MIN.TM ALUMINUM(5053-15 MIN.) Q W a!B OR ANCFIORS MAY BE HEX OR FLAT HEAD. i 1 I 1 AL ALL PAPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. t \ 1 1 \ I CUPS OR ANGLES CONNECTED MROCTLY TO MASONRY TO BE PROTECTED I WITH ALKALI-RESISTANT COATINGS,SUCH AS BITUMINOUS PAINT OR t ; II 1 MATER-WHRE MEMACRTIATE LM;GUEFL c L1 1 t"'-------------t 1 I i ! 1 -FLOATING CLW 11 �a2 X 1 Ii' I ! SNUG FR INSIDE MULL I 1 014 SMS 1-3/4PPERR 1 1 ••• Te44'0� •••!• 1• ••• • •• • • • • ••• • S M a L • ••• •ff ••• ••• ••• CIVIL S • • • • • APrro!'cdscw� yinpniGlOce F� E.i 74.582 • • • • �uW��96 X38 � $ •• • • • • • •» j O rawAL ANCHORS TYPE 'A4' ••i i• �• ••• •1NOAB _ � b � MAY 3j't01 drawing no. ! M14-01 • • ••• • • _ � sheet 5 of • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 9 • B PER CLIP(3 ON TYPICAL PER� \\\ 0 t I \I 1 I E PPASSS iV 1 t 1 I I SNUG FTT BHSWE NULL FUDAYING CLIP /.2AX 1 i7 t-s/a•o'ca Nuri i i f-s/a•f'a i i W SUS 8 PER CLIP 3 PER ANOLE Ifou Qg. Z rF 0 N TYPICAL ANCHORS: ANCHOR IYPCS SUBSTRATE MW.EMBED.KIN.EDGE DIST. m 1/4•DIA.t2.TRACONS BY'EU70' n 2• � � (Fum177 KSf,F 155 KM G°NCREiE 1-s/a• 2-'/2• � ,?�,cpM T ANCHORS TYPE A6 1/4'OUL( SCREWS GRACE 5 CAS) , • 3/4•Em Z $^o, CONCRETE-Po-7000 PSI MK z METAL- 1/B•MON.THK.STEEL Fy-36 KSI MIN. 0 IlEr MIN.UK ALUMINUM(8063-75 MIN.) ANCHORS MAY BE HEX OR FLAT HEAD. O ALL a"AND ANGLES TO FTT SNUG 1NT0 TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WTH ALXALl-RESISTANT COATUNCS,SUCH AS UnUMINOUS PAW OR WATER-*M METHACRriATE LACQUER. 0 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• It r En9r.JWAD AHMM1 • ••• ••• ••• ••• ••• CML 1„ • • • • • • • F PE 6592 „C� • • • • • • pLypAnosm ylMga4&1fi• $8 ••• • • • • • OLAAB -._ MAY 2 3 2014 M14-01 • • • ••• • • sheet g of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORSType ANCHORS 1M .0 O 2 PER CLIP(1 ON EACH Wm) 1 PER ANGLE DR F 1 F 1 1 a -----------41 It FLOAT t 1 SNUG FC CUP SNUG PR INSIDE MULL I I I I "2 X 1 1-3/4'ga.C,t9tL Jul 1-3/4•oa L= 4 PER CLW14 30 , a PER ANGLE 3��3 wile U) Z O ui ANCHORS TYPE `B2' TYPICAL ANCHORS: 3 ANCHOR I SUBSTRATE IMIN.EMBED.MIN.EDGE DIST. i 1/4'DIA.IATRA ONN5 BY'ELCO' ANSONRf 1-3/4' 2-1/2' m n"' (F)w-177 KSI.FY-155 XSQ I WOOD t 1-1/2' 11• �M T1d1 VWD a 2BY WOW BUCKS OR WOW STRUCTURE S.G.-0.55 MIN. V! M 3ff MASONRY-C-80 HOLLOW/FILLED I&M I'm-2000 PSI ABN. Z Z o 3 CAL ANCHORS TypiCAL ANCHORS 4 PER CUP(2 ON EACH WING) 2 ANG"LE MY OR 29Y Y100D BUCKS NOT 8Y eco wwowMUST SUSTAIN LOADs wmm > 3 Z \\ \\\ THEM TO BUILDING STRL CTURE BY GLAZOIG SYSTEM ANO TRAPIffER U'. 1 1 1 I ANCHORS MAY BE HEX OR FLAT HEAD.------------- 1 1 1 1 FLOATING CLIP 1 I 2 X 2 t i SNUG FIT INSIDE MULL ALUM #14 SMSt i t I • 1-J/4.O.C.1•N. 1-3 4•a14 SMS 4 PER CLIP •• ••• • • •• Eetgr.J.MmD AHAND • ••• ••• ••• ••• ••• CIVIL • • • • • • • Flaideuaaa mplyhl8a(tiGBto Rh70592 PE 3/e'WL— 2 7/B' i•• � • i •• • •• i / TV. TYPm ANCHORS TYPE • • ••• ••• • ` Ga19oT 2 $ � t � & 232m _ $._ droaing rlo. . .•. . t.: M14-01 • • • • • sheet 7 of g • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r. ut TYPMAL a 4 PER (2 � TVPM2 PER ANGLE ALL A O s I \1 I R I I PER ANGLE I 8 FLOAMO CLIP 1 SNUG FIT OWE NIAJ. 2 X 2 X , • QO'.' 14 SMS 1-3/ 6 O.C. B PER CUP J O 'a �3 TYPICAL ANCHORS: 3 ANCHOR TYPES SUBSTRATE IM.EMBED.MIN.EDGE DIST. 1/4'DIA ULTRACONS BY'ELCD' (Ftro177 XS4 fj-IW M) WOCO ,-}/p• T• ro n TYP�AI. ANCHORS TYPE 'B4b' - o oM WOOD-28Y WOOD BUCKS OR WOW STRUCTURE SO.m OM MM. g O MASONRY a C-00 FSI,M/FILLM BLOCK fm-2000 PSI MIN. Z 3$Lj MY OR MY WOOD SUCKS NOT SY ECO WINDOW THEM TO SXDM STRUCTURE.BY GLA2DKi SYSTEM AND TRANSFER THEM ANCHORS MAY BE HEX OR FIAT HEAD. •• •r• • • • • • •• • •• • • • • ••• of of ••• •• r • • •• �t ' a E+prt AAYAD mm •t o • ••• ••• ••• ••• ••• C�� • • • • • M • /N+Pnn'edwaemplyLtgttliYtma FLA.PE xt�P 02 • • • • • • MeridaquBd y k( •i •• • t• t • • 1 • •• DateNOAtf 3 ZO drawing M14-01 • _ shoat $of 9 • :000: • • • :*0.: ••• • • • •011 • • i X14 SMS 4,u SEE CHART FOR W1ANfIiIES TUBE MULLION ________ _ ANCHOR NO.OF �t4 2/S {�. S t/B'TH"ALUM CHlA�1EL IT SNUG I 1 QQ LENOTFImmTo t1IALlON TUBE MULLION 1 1 < • TUBB MAY BE NOTCHED AS SHOWN TO ALLOW RMAL ATAN 14 OF CLIP INT A CAtRIC.101N1'AFTER ASSEMBLY 1 I I i-tl14 FH$MS r O.o.vx ' ACCESS HOLEFOR SEE CIIR.S 1 U t Z---- --- ------ 7 NN q� J AS � v W THIS SCREW CAN BEINSTALLED IN OdLECT10Ft B74 R CUP I t Q O PER 1 1`O.C.WIN. t i z 3 _ tii w S 1-3/'4'X a�X 1%(FOR 28Y 3/4 X 2'X t/S'FOR(18Y O ALUM AN CUT TO F7T SNUG iNSOE flm ANCHORS DETAIL #1 METAL TO M1EfA1.CONNECTION 0 /14 SMS •• ••• • • s iBsnWE tU-dbL WOE01ST. N.CL TO CL 5PACBIO • • • • mamcm r. i. S/8' 1/r o m Ertq'rs—o" AH • ••• ••• ••• •.: . . RA.P67eSsa 53� s • � � •� • • u�aam ylugmMttlW �• "' drawing no. =- MAY i`3 7014 M14-01 • • " sheat of 9 • • • • • • • • • • • •• •• • • • •• •• MIAM�DADE MIAMI-DADE COUNTY BE PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA} miaml d ade. 9-y/e e o ECO Windows Systems,LLC 9114 N.W.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 PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or , xP g suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series 600 Aluminum Outswing Doors-L.M.L APPROVAL DOCUMENT:Drawing No.W12-08 Rev C,titled"Series 600 Alum Outswing Entrance Door (L.M.I.)",sheets 1 through 9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on SEP 04,2015,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant 9.000:* Limitation: • 1. See Single or Double Door Design Pressure(DP)ratings in sheet 2.See Single or IhVt1p Door J)PWlhgs wjA..;. sidelites(w/wo Reinforcement)and Standalone Single sidelite rating in sheet 3.The jp14j por leaf wwth shall. . not to exceed 37'.See locking options I &2 in sheet 77.1. .... .. • 2. Laminated glass types Gland G2 are limited to.090"Kurarary's Butacite PVB and'glas-&O G3 is fixated to.• •• Insulated laminated glass w/.090"Solutia interlayer. •••••• . • . ....• . . . • .... . .. LABELING:Each unit shall bear a permanent label with the manufacturer's name or Oto,•cta,stat'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 Udn1 no • change in the applicable building code negatively affecting the performance of this rodua& • 000 0 •' TERMINATION of this NOA will occur after the expiration date or if there has been a revision or ch$nge in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-0402.03 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda,P.E. NOA No.15-0603.13 &EW=NIY Expiration)Date: March 20,2019 WN- Approval Date: October 15,2015 te�Z,�� Page I 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-124003,HETI-124003 and HETI-12-4027dated 03/16- 26/12,all signed and sealed by Rafael E.Droz-Seda,P.E. Note:The above referenced test reports have been revised by an addendum letter dated June 29,2012, issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Rafael E.Droz-Seda,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014(51h Edition), prepared by Al Farooq Corporation,dated June 02,2015,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02,-04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). • ...... ...... E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America,Inc.•CFAwer E115*ont •••••' DeNemours&Co.,Inc.for the`Butacite 0 PVB interlayer", expiring gla-MA 1/16. :....: 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA7(fo4mer ••••• Solutia,Inc.)for the"Saflex: Saflex Clear&Color.glass interlayer",expiPlf g'0 05/21/1•i 3. XL Edge seal System 201 SS spacer by Cardinal IG. ••• '•• F. STATEMENTS •" ••••' 1. Statement letter of conformance to FBC 2014(51b Edition)and letter of n8 finveial ijftr,teS • prepared by Al Farooq Corporation,dated 06/02/15,signed and sealed by l$ydd V ma4 R& • 2. Addendum letter dated June 29,2012,issued by Hurricane Engineering&Testing,Inc.;5igr;d and sealed by Rafael E.Droz-Seda,P.E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA#12-0402.03,expiring 03/20/19. 2. Test proposal,dated 10/14/11 and 02-21-12 approved by PERA. 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 . .•. . . . ••. 1/8'HEAT SIREN'D.GLASS 3/16"HEAT STREN'D.CUSS 090"Interlayer • 0901 Interloyer• • ••• Butocite PVB • ••• Bulbdite PVB • cv By'Kumray Americo, inc.' • • • By 'ISUrorml Anulta, Inc.*• # 1/8'HEAT SIREN-D.GLASS: •• • •3=1�'HEAT•4UN'D GLASS Q P ••• •• • i SILICONE SILICONE o z DOW CORNING 899 �_al DOW CORNING 899 A 01 26 g • •26 • • •• •• L74 \ 14 •\ • • • :0 • •• I ,etl LL m 8 •' • I • I � W r \� •• •r • : b•• Qa 34 SETTING BLOCKS AT LAM.GLASS READ.FOR WIDTHS EXCEEDING 38'ONLY. NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLASS TYPE 'G1GAS TYPE 'G2' O J obi 1/8'TEMP. GLASS J 5/18'AIR SPACE 1/8'HEAT STREN'D.GLASS W 090'Interlayer SaRex Clear And Color Gloss �ylj By'Eastmon Chemicol Co.' eD VII 1/8'HEAT STREN'D.GLASS O oM SILICONE DOW CORNING 899 z 3jii 26 ST. STEEL 4 3 2 e� METAL SPACER O^ ^S m i8ow r � SERIES 604 1 SILICONE ALUMINUM OMWING ENTRANCE DOOR \\ / SINGLE AND DOUBLE ( LEAF DOORS SEE SHEET 2. STAND ALONE NE SINGLE SIDELIT SETTING BLOCKS AT INSUL.LAM.GLASS LTTE SEE SHEET 3. NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS c Q SINGLE AND DOUBLE LEAF DOORS WITH SIDEUTES SEE SHEET 3. eG3, i LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL GLASS TYPE APPLY TO ENTIRE SYSTEM. yRODUCFF"32fl t fs ae *Lug whit lte Florida g DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATIONCed° RESISTANCE IS REQUIRED. �* T t = '�( M Datt THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY IIfI6irYteCelWd c Q m a HURRICANE ZONE(HVHZ). 1BY OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. a ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS THESE DOORS ARE RATED FOR LARGE& SMALL MISSILE IMPACT. Engr:JAVAD Ammm ° o EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. FLA.PIE W2 g ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE CAN.�s38 NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. S Q 2U15 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT drowing no. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE, sheat S of g 0 000 • • : •• • • • . 000 39 3/4"MAX. 76"MAX. 37 3 18"MAX. FRAME WIDTH FRAME WIDTH • • • • • RAME WIDTH a 00 HEAD&SILL ANCHORS • • • • • • • z 3 AT STILE ENDS • • • • • • • r MAX' (4)AT 3"O.C. 12" 0:0 i•• ••• ••• •• • 12" !' 5"MAX. 5"MAX. ' 5"MAX. MAX. a. HEW/SILL A H'ILLLD HEAD/SILL A HEAD/SILL F, ISILL CORNERS CORNERS i CORNERS I fill [' 1 *0 0 • • •• •• F-- It • 00 • B • • • • • • • • • 8••• ••• • • • •• 'I p a4 /" LOCK R OPTIONS / ii E LOCK OP'TIO`NS H It OPTION 2 SHOWN) _ ____12 n �OP110N�2 SEE SHEET 7.1 SEE SHEET 7. O IY O FOR DESCRIPTION / /� FOR DESCRIP'A = �r �x1v U og _.li_____ LL____ I II / II W LLI /CB \\ Q I� \\ ;i G OQ ot1 ACTIVE ' MAcm ' ACTIVE Z SURFACE APPLIED 1z SURFACE APPLIED 7FASURFACE LSE MUNL'OR 32 FALSE MUNTINS OR 26 15/to" z FALSE MUNTINS OR 26 15/18" 26 15/i8" 7 DECORATIVE BE GRILL USED D.L.OM. D chi DECORAINE GRILL O.L.OPG. O L. OPO O H DECORATIVE GRILL D l OPG O S MAY BE USED MAY BE USED 3Y MAX. 37'MAX. LEAF WIDTH LEAF WIDTH (X) (XX) (o) STAND ALONE SINGLE SIOELITE 9 Q DOORS LOAD CAPACITY —PSF DOORS LOAD CAPACITY— PSF SEE SHEET 3 FOR CAPACITY SINGLE DOORS (1C) DOUIiLR (IDC) m DOOR DIMS. IAWATBD GLASS DOOR DIMS. LAMINATED GL98S FRAME LEAF FRAME FRAME LEAF FRAME iRODTJCPREVBfD EXT.(+) 01T.(-) EXT.(+) IM.(-) SII Iy1lrlq wDAl4eRWIA� a WIDTH YAM HEIGHT WIDTH WIDTH HEIGHT M a 39-3/4' 37" 98" 70.0 75.0 76' 37" 9S" 70.0 75.0 ffi a<m V C GLASS D.L.O. DIMS. v Q D.L.O. HEIGHT = FRAME HEIGHT — 11.125" ENn JAVAD AHMAI 'a c CIVIL DID: WIDTH (X DOORS) FRAME WIDTH — 12.813" FLA.AN J53W8 S2 g O.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH — 22.125*)/2 NOTE: 0 4 2015 i GLASS CAPACITIES ON THIS SHEET ARE drawing no. NOTE: BASED ON ASTM E1300-09 (3 SEC. GUSTS} EGRESS REQUIREMENTS TO BE REVIEWED AND FLORIDA BUILDING COMMISSION W12"OS BY BUILDING OFFICIAL. DECLARATORY STATEMENT DCAOS—DEC-219 sheaf 2 of 9 . ... . . . ..• DESIGN LOAD CAPACITY - PSF 148"MAX. !� V DESIGN LOAD CAPACITY- PSF SIDELM WITH SINCLE OR DOUBLE LEAF DOORS TESTED FRAME WIDTH 1181 STAND ALONE SINGLE SIDEUTES • "' {SEE NOTE BELOW) SIDEUTE ' ' •f(4) �FASSILE SILL ARMORS MORS• N FRAME FRAMEFRAME WITHOUT FRAME SIDELITE RAME OUT WITH ••LUSTE aF ' Al 3"O.C. • ••'WIDTH HEIGHT RImwoRCING WIDTH HEIf#IT RBINFORCING REINFORCING • • " 114)Ar� o� ••• INCHES INCHES ExL(+) 1NL(-) m*s INCHES EXT.(+) INT.I-) EXT.(+) INT.{-) 44 HE"SN.L 12" ••' • �. 24 70.0 75.0 24 70.0 79.0 70.0 75.0 5"MAX. p73y",`� MAX' 3 HEAD sell F nR A Hs1L�t. IG 8 30 70.0 75A 30 70.0 75.0 70.0 75.0 CORNS -� _:• 38 82 70.0 75.0 36 82 70.0 79.0 70.0 7SA • • ..• 37 70.0 75.0 37 70.0 75.0 70.0 754 - • • • • •P _/ 01 42 81.7 88.1 42 81.7 86.1 81.7 66.1 I 1 24 70.0 75.0 24 70.0 75A 70.0 7&0 t • • -•• n 30 70.0 7SA 30 70.0 75.0 70.0 7&0 38 a8 70.0 75A 36 86 70.0 79.0 70.0 7&0 it 11 __ Il---- 37 70A 75A 37 70A 79.0 70.0 75.0 =--=yr---- ---ta7- I I \ 42 81.7 66.1 42 61.7 88.1 81.7 66.1 24 70.0 7SA 24 70.0 750 70.0 75.0 30 69.8 69.8 30 69.8 69.8 70.0 75.0 II II I I 38 92 84.1 84.1 38 � 84.1 84.1 70.0 75.0 37 63.3 83.3 37 83.3 63.3 70.0 75.0 24 83.3 63.3 24 83.3 63.3 70.0 75.0 30 57.8 97.6 30 57.8 57.8 70.0 7&0 10 -1 I( it�� f m �� c 98 98 m o __�1.----- ___L_____ I I a 36 53.1 53.1 38 53.1 53.1 70A 79.0 =_--;i----- \=---11----- 37 82.4 52.4 37 52.4 52.4 70.0 75.0 11 \ II REiNFORCUVG II \ II / W AS READ. 11 \II K OPO SEE CHART =__ ____ ===2g===� j t 81 OR/#2 W n u\ I 1 ( t ) aD S SHEET .1 n \\ DESCRI 0 3 CM Lcow , INACTIVE ' ' ACTIVE .'S 39-3/4"MAX.(SINGLE) SURFACE APPLIEDmm -owoJK SINGLE SIOELITE WIDTH SIDELITE WIDTH 78"MAX. (DOUBLE) FALSE MUNTINS OR 32 3/4" 28 15/18" 26 15/16" DOOR FRAME WIDTH DECORATIVE GRILL D.L.OPG. D.L OPG. D.L.OPG. 'o S MAY BE USED NOTE: 37" PROOUCfREVISEO FOR DOORS CAPACITIES SEE SHEET 2. LEAF WIDTH m=soft wu6the FWA FOR SIDELITE CAPACITIES SEE CHART ABOVE. 39 ?14-MAX.(SINGLE) SIDELITE FRAME WIDTH � LOWER VALUES FROM DOOR OR SIDELITE CHARTMAX 76 MAX. (DOUBLE) B+PMBd"Qstslj�l WILL APPLY TO ENTIRE SYSTEM. SEE CHART AT LEFT DOOR FRAME WIDTH �� P (OXXO) MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SO. FT, PER FBC 2014 GLASS D.L.O. DIMS. c D.LO. HEIGHT (SIDELITE) FRAME HEIGHT - 11.000" o O.L.O. WIDTH (SIDEUTE) FRAME WIDTH - 4.438" °c Ile u N O Enlr.JAVAO AHMADCIVIL PEN 70592 c 33 N.3538 - NOTE: 8 GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) ¢.A 201 drawing no. AND FLORIDA BUILDING COMMISSION WCL` OS DECLARATORY STATEMENT DCA05-DEC-219 aheet 3 of 3 . ... ••• :. .. • • • • . ... . 00 : • • : .:. 8 18'MIN. PROPERLY SECURED 28Y WOOD BUCK �,BOLT TYPICAL.ANCHORS EDGE DIST. 18Y WOOD SUCK OR PENETRATION EDGE GIST. FOER INNS WOOD STRUCTURE , • .•• 111 _ t s; a EOCE DIST. SEE NONE SH 1 .. • METAL �Y •'i• e;,•' °• .. '.a;,,' •ed.' a EDGE .. • • EDGE D •• STRUCTURE _N L' 25 1 1 °vt �` . • • • ... •• g 26 2 N - � :�: : : : •• : • y ��•I1 I I TYPICAL ANCHORS TYPICAL ANCHOR$. • • • • • ••• TYPICAL ANCHORS FORR SPACIINGNS FOR SPACINNGG FONS OR SPACII GNSfin 1 1 MTAMI-DADS COUNTY APPROVED 1 41 CUPD I Q$ I I SIB:SEPARATE MULLIONNQAI I eP31 Eg II L4�Aj 25 [n GLAZING OPTIONS g SEE SHEET 1 SEE El"AATIOTNS� TYPICAL FOR SPACING a n _ � o O 18Y OR 28Y WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS cn M a MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFERp oM d THEM TO THE BUILDING STRUCTURE. Zr w TYPICAL ANCHORS' SEE t7.EY.FOR SPACING t7 w 7 v .1/4" DIA. ULTRACON BY ' O' (FU-177 KSI.Fy=155 KSI) W rn INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 18Y BUCKS INTO CONIC. OR MASONRY ►RODUCFa6vISFA 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) a*M*kgwith OwFbWft 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) No E DIRECTLY INTO CONC. OR MASONRY 3.�?�1L'1L c R 7A 7 1-1/4' MIN, EMBED INTO CONCRETE (HEAD/SILL) 1 t.�,,�••r.. � 1-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) Cat�ol #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 28 2 INTO MIAMI--DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8') c. 11121 1 INTO METAL STRUCTURES s 1 I STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) E' a m 25 I 1 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) DOOR DETAILS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) a TYPICAL IIT DISTANCE Engr:JAM AHMAD CML INTO CONCRETE AND MASONRY = 2-1/2" MIN. f' 7ose2 g INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE - 3/4' MIN. Nib ,q TYPICAL ANCHORS SEE ELEVATIONS drawing no. 1/2'MIN. /ED11�� WOOD AT HEAD OR JAMBS SO =0.55 MIN. THROW SMTATION SPACING CONCRETE AT HEAD, SILL OR JAMBS fc - 3000 PSI MIN.PENETW12-0$ C-80 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PS MIN. sheet 4 of g . ... . . . . ... 1/4'MAX. CONCEALED FLUSH TS 1/4•MAX. SHIM C LEVERS AT STILE FACE ® SHIMAl T"` 0 000 UCK TYPICAL ANCHORS 3 .Way OOD B .. ••• •• • f '• •• {{00 N FOR SPS G 16 ACTIVE LW •• • f• • • • • • •.• ... •f• • 1.. 28 13 v ... ••• 1P9i.' a 24 e .. f • • :.• *00 •.• TYPICAL ANCHORS '• i.i i i • • • •, a d, SEE ELEV. • • • • • �•, , VX FOR SPACING ••• • • ••• • • ,., •.• 25 23 EXTERIOR19 O.L.O. :.••'.� 1IQOQIJ FQ: METAL STRUCTURE 37'MAX. IS SEE SPEC SHEET 4 LOCK OPTIONS iiiillll LEAF �f OR'2 39 3/4'MAX. (OPTION 2 SHOWN) SINGLE COQ FRAME WIDTH SEE SHEET 7.1 FOR DESCRIPTION 1/4'MAX V U 1/4'MAX'. SHIM CONCEALED BOLTS 9i1M , 3 LEVERS AT INSIDE ACEHOFSTIE O CONCEALED FLUSH BOLTS 2BY WOOD 8 $ TYPICAI.ANCHORS .• LEVERS AT STILE FACE OR 4 SEE ELE+!`!•" FOR SPACING 18 INACTIVE LEAF ACTIVE LEAF TE ET 1 e�co {�h 28 /3 26 e:' 24 O 00n N Z�u • 33 o Otu � O TYPICAL ANCHORS SEE 19 8 0.1-0. 11 10 D.L.O. SPACING LEAF WIDTH LOCK opnoN 02 EXTERIOR LEAF WIDTH sill R 78'MAX. 1120 $& I DOUBLE DOOR FRAME MOTH &1$0 10 PRODucri2 POINT CK ASSEMBLY p oonpmatwf kAFM LA4 POINT LOOK ASSEMBLY rmh boamomse INACTIVE LEAF ACTIVE LEAF AEoapaaallol 0 6L o c �' 'p4wlr i1Ns 'S S 26 hfthw vavhwwCo•gd N Engr.JAVAO AHMADCIVIL a g FIA.PEEP 70382 L T]IT, " 3338 }i 11T- EXTERIOR SE 2415 drawing no. DOOR DETAILS W12—�$ LO(9(OPnON 1 ah66t g of 9 • •.• • ••• • 0 • • TYPICAL ANCHORSSEE �ITrIV FOR SPACING TIO 1/4"MAX. 1/4"MAX. • �� •• EDGE DIST. SHIM • • •.'•: • • • Z ,ys. �,.S'•, •� I. TYPICAL ANCHORS • •••D••• ••• ��• •- .. SEE ELEV. t•• • FOR SPACING 00 000 so 2 w •• • • .ANCHORS 0 FOR SPACING C 1a EXTERIOR zw D.L.O. METAL.STRUCTURE SEE SPEC SHEET 4 42"AT 88"HT. 37"AT 98"HT. MAX. tfSINGLE SIDEUTE WOTH rAcmplnwtthtbe ForAa lbaPtscoft `a GLAZING OPTIONS REINFORCING S�~ SEE SHEET 1 O #12 SMSO 18 AS REOD. fs 1/4"11NC.•. H AT 8"FROM ENDS I SEE SHEEP 3 a S}IId S AND 11"O.C. MAX. r gW 018 Z � p 16 r J 3 Z " i 2s t3 p ao y 2a Z;87 TYPICAL . I TYPICAL ANCHORS SEE ELEV. •,Z7"'=. .. FOR SPACING Li 14 1g 2S 23 c D.L.O. FF78"EXTERIOR LEAF WIDTH $ a aA 39 3/4"(SINGLE) SIpEL1TE WIDTH (DOUBLE) MAX. DOOR FRAME WIDTH °m o 2 © X$ MAX. UNIT FRAME WIDTH x EW JAVAO WK-U0CML +� n 22 \H F CAN 0 70892 - _ �- a '�I• .V d 'v . .• '• �a•.•` 'd`'•' `�• Browing no. " "Emnow. TYPICAL ANCHORS ZOlS W 1 2_.48 SEE ELEVATIONS SIDELITE DETAILS FOR SPACING sheet g of g . • ... . . . ... .• •. • . • .. •. . • . . . • . • . . . ITEM III PART 0 RRQD. DSBCRIPTIOR MATERIAL MANE./SMXlRR/MIAxKS 1 E601 - DOOR FRAME HEAD/SILL 6063-TB - /w TII 2 E802 - FRAME COYER • • • •8063-TS *00 3 E603 - DOOR FRAME B 8063 T6 - 4 E604 - SIDEUTE TOP&4B0TTOM*R4ME • •6063-T6 - • • 4A E626 - SIL>EUTE 9" •• •8D83-T6• • a 5 E605 - SHOELITE FRAME JAMB 6063-78 6 EMS - ISIDELIM SLIP ON JAMB 8083-T6 - 7 E607 - LEAF TOP&EOTTO 806311V f - eo 7A Eon - LEAF 9'BOTTOM RIA1L • • • • Be83•T8 -• ,p 8 E605 - LEAF W'STRIP • • •T8 - • 9 E809 - LEAF HINGE STILE • • • • • � - ytt�ij 10 E610 - LEAF LOCK SRLE 6063-TB - h 11 E611 - LEAF ASTRAGAL STILE 6053-T8 - 0D 12 E012 - LEAF ALIGNMENT BRACKET 6063-78 - 13 E613 - LEAF CLAMP 8083-TS 4-1/4'LONG 13A E613 - HINGE BACK-UP PLATE 8063-16 12'LONG 4 b 14 E614 - GLAZING BEAD(5/16'LAM.GLASS) NW-76 - 14A E109 GLAZING BEAD(7/16"LAM.CLASS) 6063-TS - 15 E615 - GLAZING BEAD(INSUL. GLASS) 8063-T6 - 1J 18 E616 - SNAP COVER 8063-T6 - 1 17 E613 - BOLT SUPPORT 6083-76 NOT SHOWN 18 - AS REOD. SIDELITE MULLION REINFORCING 6063-T6 W UI 19 FD-107 3/LEAF BUTT HINGES ALUMINUM SULLIVAN&ASSOC, 20 F81202 - FLUSH SOLT LEVER - SULLIVAN&ASSOC. 21 FBR914SS - CONCEALED FLUSH BOLT ROD ST STEL SULLIVAN&ASSOC. 22 #12 SMS AS REOD. FRAME ASSEMBLY SCREWS - - m 23 #12 X 3/4' - HINGE INSTALLATION FASTENERS - FH SMS 3.;; 24 - - 3/8"DIA.THREADED ROD STEEL - � 0 O M 1 25 W11323 - PILE W'STAIPPING WOOL ULTRAFAB al z$12 26 E20618-KN-3020 - BULB W'STRIPPNG SANTOPRENE EPDM 27 E208 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB d �; 28 - - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. W 29 E822 FLUSH BOLT CUP NYLON - 30 OLOIRC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 1MO1W8 - WHITE BOLT SUPPORT BLOC( POLYETHYLENE ACME PLASTIC 33 #10 X 3/4- 2/ADAPTER FH SELF DRILLING SCREWS - - 34 - 2/LTTE SETING BLOCK. 1/4-X 1/2-X 4-LONG EPDM AT 6'FROM EACH END,DUROMETER 80*5 35 - 2/LRE SETTING BLOCK, 1/4-X 3/4'X 4-LONG EPDM AT 8-FROM EACH END,OUROMETER 80*5 gg �S SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. yNpDUCrwevlml) e mwgK11y4uKrrRllt�sFbtks Cady AulptowNe -p •t a m v 1;spksIMCKg>l�te�y•�.�hN ;ngr.JAVAD AHMAD tCftltl'01 � ,p cpX FLA.PE B T0592 X598 • drawing no. EP 42015 W12-08 Sheet 7 of g .. •. . • . •• .• . . . • . . • . • • . 4.V OPTION #I OPTION #2 AC]W(:t EAE- ACTIVE Lam, ••• 000 ••• ••• ••• •••• ZZ N 4 POINT LOOK ASSEMBLY DL01-6007 BY 'INTERLOCK USA INC.' CONVENTIONAL DOOR LOCKSEf WITH HANDLE • • • • • • • •• Z (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE DELTA 690 BY-KWIKSET' LOCATED AT 39-1/4-FROM BOTTOM 1/2'DIA.THROW BOLT(1)AT TOP ENGAGING FRAME HEAD KEY OPERATED ON EXTERIOR AND THUMB TURN ON • •• •• • • • • �„ ••• ••• ••• ••• ••• • AND(1)AT BOTOOM ENGAGING FRAME SILL INTERIOR THROW BOLT LOCATED AT 44-3/4"FROM BOTTOM � THROW BOLTS ATTACHED TO LOCK BY 3/8-CONNECTING RODS Qi LOCK HANDLE LOCATED AT 42-1/2- FROM BOTTOM 1/2"XCONCEEU FLUSH BOLTS EN A'SULLIVAN &ASSOC.' JNACTNE LEAF. 1/2-X 2"THROW BOLTS t:A1GAG9Qt,FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE ••• • i 000 ••• i•• ••• p 2 POINT LOCK ASSEMBLY BY'INTERLOCK USA INC.' LOCATED AT 10-5/8"FROM TOP AND BOTTOM • '000 • • • • •• • R h 1/2-DIA.THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2'FH MS • • • • • •• • • V p HEAD AND FRAME SILL • • • • • • • • • THROW BOLTS ATTACHED TO LOCK BY 3/8-CONNECTING RODS1G�0 INACTIVE LEAF° •• • • • • • 000 •• > LOCK LOCATED AT 42-1/2'FROM BOTTOM CONCEALED FLUSH BOLTS BY'SULLIVAN&ASSOC.' a 1/2"X 2"THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8'FROM TOP AND BOTTOM �, s LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2-FH MS g$FELL II I 1 0 I I 11 00") in mmucrREYT$Eil Z � \ i \ i � / \ \ / �ca•plffeII wIM rka lllorW� � ]:z ttJACTNE ACTNE ACTNf INACTNE ACTNE Cw°d 0 N M O I HINGES. N 3-1/2-X 7-5/6-X .122-THK. EXTRUDED ALUM HINGE E"n JAVAD AHMAD •° PART AFD-107 BY SULLIVAN &ASSOC. T'lA°M/70592 BOTTOM HINGE ATT1LEAF CA. 10-1/4-FROM BOTTOM TOP HINGE AT 11-3/4-FROM TOP $ ;3 CENTER HINGE AT MIDSPAN (367 O.C. MAX.) p Ot5 HINGES FASTENED WITH 810 X 1-FH SMS drawing no. (5)SCREWS AT HINGE STILE (6)SCREWS AT FRAME JAMB wl 2-08 aheet7,lof 9 . . ••• ••• . •• ••• •• .• . .. . • • . • . • . . . . • • . • • • • . • F--�04'Goo .,{I � t' 78 I 1 .519 1 h-•394 1 .130 (a 82 �- 045 803 080 803 �` • •• ••• •• •• ••• 1.e25 •078 • • • • • • • •• Z i • • • • • Ot 4.031 1.047 1.947 1.172 • • • • • • ZW 4.750 ••• •• ••• ••• ••• • P n 2.082 to GLAZING BEAD GLAZING BEAD 15 GLAZING BEAD DOOR FRAME HERO/SILL • 5/16-(BASS 7/t8.OIASS INSU4 CLASS • • • • •• ••• •• 1 • • • • • • • A F 1.507 • ••• • • • • •• • 8�+ h 7 LEAF TOP/BOTTOM RAIL •• • • • • • ••• •• 1.825 ' 4.719� 078 4.781 3.719 •Q78 , ..! ilii"EE F 078 1.750 1.507 8.250 1• V N 4.000 7.531 .312 s LEAF HINGE STILE ysonucrletiw oez 1.567 tht Fle 5.344 s meq{wftN tiia 1.750 4.000 s LEAF W'STRIP ADAPTER AOtQ '0"n;a•'�' � L 4 N SIDELITE TOP & BOTTOM FRAME 094 0 0 0 MI t .081 1.750 2 1.507 7 1.7501 12 .442 3 Z 078 .329 .078 7A 9" BOTTOM RAIL 12 1.594 U g'C�$ W I ts12-d 10 LEAF LOCK STILE 1•567 LEAF ALIGNMENT BRACKET D2 FRAME COVER 5.344 7� 1-•281 .078 � .375 '-JL .887 7T 2.081 050 1.507 1.750 1 S74 .125 3.781 125 0 I I 3.719 078 154 O tt5�ss ti t3 LEAF CLAMP 16 SNAP COVER LEAF ASTRAGAL STILEL HINGE BACK-UP PLATE 9.600 8.281 c S 1.500-�{ 1.500 -�{ 1.250 �-- 18 � >� -'{ .625 .719 I ...� .719 SIOEUTE MULLION REINFORCING c<m o 0 .078 a JAYAO AtIMA6 � a o 4.000 4.000 � FIA.PE BqL 70592 1.625 4.188 CAN.3S3a LIL__� 2.087 g f.507 .078 O �a.�o 5E 0 2615 drawing W12-08 3 DOOR FRAME JAMB s SIDELITE FRAME JAMB SIDEUTE 9" BOTTOM FRAME s SIDEUTE SLIP ON JAMB sheet 8 of 9 2z az t�V 22 8 00 A IQ�� DOOR FRAME CORNER SIDEUTE FRAME CORNER SIDELFFE MUU_tON SUP ON JAMB CORNER O aM f 12t1w4' 3 r p i \ ifs v ts.t `fj Om m N _ Engr. KVAD AHMM eS c FLA. t�=2 g c 35 • s 2015 Browing no. AFLE. CORN R W12-08 sheet 9 of g r MIAMI.DADE MIAMI-DADE COUNTY t PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamldade.gov/economy (-YGT Industrijes,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone: DESCRIPTION:Series!�SGD T�0"Aluminum.Sliding Glass Door w/)90°&135°corners—L.M.I. APPROVAL DOCUMENT:Drawing No.PGT0130,titled"Series 770 Alum. SGD-LM Impacf', sheets 1 through 22 of 22,dated 10/10/14,with revision A dated 10/08/15, prepared by manufacturer, signed and sealed by Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved",unlds oderwise • noted herein. • RENEWAL of this NOA shall be considered after a renewal application has been filodand th*trela;§been....;. no change in the applicable building code negatively affecting the performance of tkispr®duct. . . •....• TERMINATION of this NOA will occur after the expiration date or if there has WdLrevisiai2 or Viange' • in the materials,use, and/or manufacture of the product or process. Misuse of this MA as an endorsement of any product,for sales,advertising or any other purposes shall automatically teritam*Le-this q@As;ailuro•:::• ...... to comply with any section of this NOA shall be cause for termination and removalgfXQA. • ADVERTISEMENT: The NOA number preceded by the words Miami-Daae to;nty, Florid$ and••.•:• followed by the expiration date may be displayed in advertising literature. If a4y ppNon 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 manufactureroor its distributors and shaft be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#14-0128.11 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above.. The submitted documentation was reviewed by Manuel Perez,P.E. ff CNIAW NOA No.(15-1013.11;o Expiration Date: February 17,2020 jQ 12�jr1 Approval Date: October 29,2015 t Page 1 j PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD -- LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision A dated 10/08/15, prepared by manufacturer,signed and sealed by Lynn Miller,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,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-7554, dated 11/01/13,signed and sealed by Marlin D.Brinson,P.E. (Submitted under NOA No. 14-0123.10) 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading 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,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum gVo glass door,prepared by Fenestration Testing Laboratory,Inc.,Test$epofts No.:* ••••;• FTL-5980-R, FTL-6001-R and FTL-6015-R, which have been revised aid reissued '. ...... . .. ...... on 12/29/09,all signed and sealed by Julio Gonzales,P.E. ...... (Submitted under NOA No. 09-0826.10) 0.90 •. . 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94*•••• 0 •• 90:000 2)Uniform Static Air Pressure Test,Loading P89 FW,TAS?�r94 ••'•• 3)Water Resistance Test,per FBC,TAS 202-M 0 0 00 00 • 4)Large Missile Impact Test per FBC,TAS 2p1-94; 0 0 969000 5)Cyclic Wind Pressure Loading per FBC,THIS 213-94 :••••• 6)Forced Entry Test,per FBC 2411.3.2.1,anti 41W5o202-9.4 -•0 :6.0 .. Manuelere s,P.E. Product Cont ro xittalner -AT"No.15-M3:15- Expiration Date: February 17,2020 Approval Date: October 29,2015 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coNTINUED) 3. (CONTINUED) along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.:FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-60141 FI-L-6015, FTI.-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09 and signed and sealed by Julio Gonzales,P.E. (Submitted under NOA No. 09-0826.10) 4. Additional Reference Fixed Window Test Report No.FTL-7897(Cardinal spacer), per TAS 201,202&203-94,issued by Fenestration Testing Laboratory,Inc. (Submitted under NOA No. 1 S-11430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with(FBC-5t," i Edition(2014),-,,'dated 01/30/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 14-0128.11) 2. Glazing complies with ASTM E1300-04 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 "ButacitcO PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16.:...:. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amelic*%nc.fol their "SentryGlas®(Clear and White)Glass Interlayers"dated 0PZJ5�/.1.5,exUp%an • 07/04/18. • 0000.. 0000.. 0000 00 0 :0006 0 F. STATEMENTS 0000 • •• ••••• 1. Statement letter of conformance, complying with FFBC-S&' iron (Za 4,*..dated'•••'• October 8,2015, issued by manufacturer, signed and sealed by;Xij4ony fynq Miller;$0 P.E. ,000• ' •. 0 2. Statement letter of no financial interest, dated Octobeib 8 .2015,:3ssue'd by. manufacturer,signed and sealed by Anthony Lynn Miller,P.E.•• o .• ;•; 0 • 00 0 G. OTHERS 1. Notice of Acceptance No. 14-0128.11,issued to PGT Industries,Inc. for their Series "SGD-770"Aluminum Sliding Glass Doors w/90°8�i135'corners-L. I. approved on 02/12/15 and expiring on 02/17/20. / Al P FA L?A� Manuel P re ,P.E. Product Control x miner NOA No.l 013.15: Expiration Date: February 17,20x0 Approval Date: October 29,2015 E-2 TA13LE A: SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR Frame MIrLE�e Min. INCLUDING POCKETS&90°/135°CORNERS �°`� Anchor mMember Dis(ence Embedmert mmil IN IS lm2muaw GENERAL NOTES t 111•Elea Uftaon Urgretdad CMU,(ASTM C90) Jamb only 2 Ur 1414• ' 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. Gmuted CMU TM C40 min.2 kal Jarrdr 2-112• 14W 2)DESIGN PRESSURES: 114•lxco 410 B.S Concrete 3.38 ken Headlawiamb 1• 1.3 w A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 2 Cmtst'wl u!0!464 CMU 1M 0410) Jamb ordy 2-1 1-ua• B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. P.T.southern pma 0.88 Headrffi9/Jamb 1• 1.39.5° 3)ANCHORAGE:THE 33-1t3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS vq•Ebo UIQ �c�MU 2� C-sl) Headi�6 1• I-tw PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT UnwaWed tAiu 0410 Jamb 1• t•1/4" WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA 012,184 or 410 P.T.eo Wn Pae 3-IWpa- 85) HeadfMiamb 9118" 1.3J8' BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 8-14. B.S.SMB, AfuneW Headl89l/Jamb 318' 0.083' 3 (ma.11 thread88n) Steel,�' HeadlB[O1Jamb 318' 0.050• 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. Bbaei Bald A883 0r.33' Head1818Namb 318' 0.0481• 5)INSTALLATION SCREWS,FRAME SPLICES.FRAME AND PANEL CORNERS TO BE SEALED WITH Concrete n.3.278 ksl) Head7SWJa nb 1-112• 14r8• NARROW JOINT SEALANT. 111•Ebo 194 B.S. Ungre de! U,(ASTM C80) r 144 6)REFERENCES.ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR Aggre-Oetor- Grouted CMU(ASTM 0410,Mh 2 kei grad) Jamb oNy r x WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. P.T.southern Pine 80t%55 Head18l91 t• 1418' 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southam POIe G•0. Jamb 9118' 1318 CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). At$steel SMS GS, umawn,8083.78• HeRWWJemb 3/B 0.083• 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT 4 pan•tt threade/a) Steel,A38• Ham981RNamb 3/8' OJf80• FLORIDA BUILDING CODE,AS APPLICABLE. Steel Sti4 A853 Or.33• 1 Headlgl36arnb 318• 0.0481• TEST REPORTS:FTL-5980,FTL-5993,FTL-6001,FTL-6014,FTL-6015,FTL-6017,FTL-6022,FTL-6023, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN. FTL-6024,FTL-8025,FTL-8028,FTL-6031,FTL-8033,FTL-6036 AND FTL-7554 STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. •`P-HOOK INSTALLATION REQUIRES 2.693"MIN.EDGE DISTANCE,REFER TO SHEET 14 FOR ANCHOR NOTES ALL SPECIFIC P-HOOK REQUIREMENTS. 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-RADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. NOA DRAWING MAP 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2'THICK.PROPERLY SECURED,IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1 X AND 2X BUCKS SHEET (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE GENERAL NOTES.............1 RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. EXAMPLE CONFIGS..........2-3 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO GLAZING DETAILS............4,5 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHORAGE.....................6-14 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, DESIGN PRESSURES.......8 8 MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT INSTALL DETAILS..............12-14 TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,309 FELT PAPER OR MASTIC IS ELEVATIONS.....................15,16 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. PANEL/SILL TYPES.........17 TABLE B,SEE DETAILS ON SHEETS 4&5 CROSS SECTIONS............18,19 PARTS LIST ....................20 etaw DesaPO on( dromEaterlartoLreNo< EXTRUSIONS....................2122 03 7/1S•Lam: Lbs of 3/18•HS Mass wb.OW PVS kdaylayerepprorad u eemplytalw�� GM 9113•Laminated urea of IW HS One wkhh.090'PVS intede a Pda G4 7118•Lernbmted:(2)Urea of 3118•HS Glass wRh.090.80In er DESIGN PRESSURE RATING IMPACT RATING ask NOAO G4A 0118"LmnWded:M Like of 114"HS Wes wM AW SG Intedayer SEE TABLES 1.2&3 ON RATED FOR LARGE&SMALL. elbml G5 t•Lemkaded LG.:3118•TEAwW Cep+SW Aire •Nt>g'l�nklted LResbf MW H Sxfte with.090•PVB bdedaym SHEETS 8.7&8 MISSILE IMPACT RESISTANCE GSA 1•Landlmted L0.:IW T Extedar +8+18' +71 8'Be,Oise wRh.090•PVB 08 1"Landrmted LQ:3118•T Exterior Osp.318' + ee y}8"LfmltlltetPp 9Rea4}0FI8"tISKrlasa wRh.090`SG bbubeedayer GLAZING NOTES: r/ GOA 1•Lid LG.:I/4•T ExtwW Oe +0118• 8• s 1M.09v 80 a "ANN"=ANNEALED `\� OPV LYNN G7 7118•uro natam MUtes of 3118•AMPI Gds wfth.09V SG IMe er "HS"=HEAT STRENGTHENED �`a�� '�CENSF'•�6p OTA 0119•tannMrebd: Was of 114•ANN Glass wRh.090'80lntelt "1'=TEMPERED Q' GB 11 Laminated LY L0.:3118•TExWw Cep+318•Air +7/18" Like of 3118•ANN Gass wfth.090.801ntera " "_• "BUTACI BY KURARAY AMERICA,INC. = Y�: 140.58705 sr GOA ambmtad I.G.:Ila•TExiwW Cep+510'41r 7118•LmNnatad; of wMl J190`BO bttela r 'SG"=.090"SENTRYGLAnY KURARAY AMERICA,INC. ftw v : j fy. so rills a DAW rEoa�rraYERlttaAersRER. •• • • e 7rroroermm4a 13ENERAL NOTES AND MAP :��., STA E OF awdiv RAW R1PLSIYTB we ri�t�`•'•;CLORtOP.••'�\�� l5ww ,qpp SERIES 770 ALUM.SW-LM IMPACT `/ON/\t. e wxr"aa ars ne+ora 0. �r rINMuEk)+E 1004 ••• • • • • ••• • Crtr AvnL oleaas 80D 770 NTS 1 d 22 PGM130 A P.E#ssms • •• •• • • • •• •• ••• • • • ••• • • TIONS NOTES: GU EXAMPLE CONFIGURATIONS i)ALLICONF GURATIO S SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX.UNIT WIDTH UNI MAX. T WIDTH LOCATIONS USING DETAIL"JW","Jo","Kve OR"Kc"INSTALLATION. EXAMPLE:4-PANEL XXXX W POCKET(p)CONFIGURATION CAN BE NOM.PANEL WIDTH NOM.PANEL WIDTH p)0=p,P)O=OR)O=P.OXXX IN POCKET CONFIGURATION PER TABLES 13 PER TABLES 13 CAN BE 0)=p.2)90"&135"CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. a MAX.UNIT MAX.UNIT i 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. HEIGHT / I HEIGHT w3 PER TABLES 1-3 ' PER TABLES 1-3 i 'X'-OPERABLE PANEL, I I "O"=INOPERABLE PANEL, POCKET � � � POCKET =POCKET DETAIL LETTER s� f. "w`=WOOD OR METAL INSTALLATION 1-PANEL - 2-PANEL r ® "c"=CONCRETE INSTALLATION CONFIGURATIONS CONFIGURATIONS SHEET NUMBER MAX.UNIT WIDTH MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7` NOM.PANEL WIDTH NOM.PANEL WIDTH DLO HEIGHT-DOOR UNIT HEIGHT-10.125" PER TABLES 13 PER TABLES 1.3 PANEL HEIGHT=DOOR UNIT HEIGHT-1.886° Zm uu- MAX.UNIT HEGHTT HEIGHT I PER PER TABLES 1-3 � / � 1 � TABLES 13 FoacEr � POCKET 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS MAX.UNIT WIDTH MAX.UNIT WIDTH NOM PANEL WIDTH NOM.PANEL WIDTH PER TABLES 13 PER TABLE -I\�---- 1 1 Plorld i Z97 uw MAX. MAX.UNIT j HEIp1E Nazi pmdpq HEIGHT • • • PZ TM PER TABLES 13 ��• �/ g TABLLJR s ` 5-PANEL CONFIGURATIONS No.58705 . ••• ••• ••• ••• . CORNER,TYP. • • • • • • • (OUTSIDE CORNER SHOWN, : • • • • • • INSIDE CORNER SIMILAas R} A? s A L of I Wu� men raa•aAr • •• •• • • • •• m ti'omrmra a anis ORNEar vow EXAMPLE CONFIGURATIONS ;'��o •FLORtoP.•''G\ M WNIM Fc542T8 W. ��''!, E��`��` �eer�ea raan SERIES 770 ALUM.SGD-LM IMPACT art,aaet mre awvw,. x h LYNN MILLER P.E. > • NTS �ZA� &1&14 Cwrl-AMm e P.E.658706 • •• •• • • • •• •• EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES: MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 355.7115"Q 98"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 300.174"@ 120'HEIGHT LOCATIONS USING DETAIL Jve,'Je,"Kve OR'Kc'INSTALLATION. NOM.PANEL WIDTH EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE PER TABLES 1-3 pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION —1`r--- CAN BE OXXXp. ljjAjV 2)OW&13V CORNER CONFIGURATIONS CAN BE A COMBINATION ILA OF ANY 2 STRAIGHT CONFIGURATIONS. MAX.UNIT 98'OR 120" / 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. � "X"=OPERABLE PANEL, � POCKET i "O'=INOPERABLE PANEL, I —r��----' 'p°=POCKET 6-PANEL CONFIGURATIONS DETAIL LETTER 'w"c -WOOD OR METAL INSTALLATION MAX.UNIT WIDTH ( 'c"=CONCRETE INSTALLATION NOM.PANEL WIDTH SHEET NUMBER PER TABLES 1-3 1 - i DLO WIDTH=NOM.PANEL WIDTH-r DLO HEIGHT=DOOR UNIT HEIGHT-10.125" PANEL HEIGHT—DOOR UNIT HEIGHT-1.885' MAX.UNIT 1 / HEIGHT PER TABLES 13POCXET 7-PANEL CONFIGURATIONS MAX.UNIT WIDTH NOM.PANEL WIDTH PER TABLES 1-3 MIAIV I ��reoaplyhkMNHet 62N Im lk�ta MAX.UNIT /L HEIGHT PER TABLES 13 / t• ••✓ • • f • / / / py / /•• ••'• • • • /•• / / ��A .•'aCENSF •'•..p 8-PANEL CONFIGURATIONS '�� No.53705 y' • ••• ••• ••• no: ••• • • • • • STA`O� w� so 1419=5 A CHANDES iFIG481fEEAa •• •• • • • • •• ora" WO �, EXAMPLE CONFIOURATJONS "%�F�;'•'oto...... µVENVA A SER/ES 770 AL SGD-LM IMPACT ��''�S�d�VAL E,`� (901}180.1800 ��)i o ae amaa sora •.e ai.row I A.LYNN MILLER P.E. N�0 WIW14 °i°' ••• • • • • ••• • ��q gq ® SGD-rl0 NTS 3 a 21 PQT0190 A PE0S87o5 • •• •• • • • •• •• ••• • • s ••• 0 • GLAZING DETAILS(G3, G3A, G4, G4A, G5&G5A) 7/16"NOM. 7/16"NOM. 1"NOM. 3116"HS GLASS 3116"HS GLASS 3/16"HS GLASS .090"PVB • .090"PVB •�"SG 3f16"HS GLASS- 3/16"HS GLASS 74 3118"HS GLA33 74 3/6"AIR SPACE 74 3116"T GLASS 82 82 — 83 EXTERIOR 314"NOM. EMMOR 3/4"NOM. " GLASS GLASS 58 3/4 NOM. SITE SITE GLASS BITE EXTERIOR 80 � a 54 rA 79 7/16"LAMINATED GLASS,TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5 9116"NOM. 9f1S"NOM. 1"NOM. 1/4"HS GLASS 1/4"HS GLASS 3118"HS GLASS 090"m— .Ow VB.090"PVB .090"SG 3116"HS GLASS- 1/4"HS GLASSi3/4"NOM. 74 1/4"HS GLASS 74 614 GLASSCE 74 82 82 — � I 3/4"NOM. 3/4"NOM. EXTERI SS EXTERX)R GLASS 68 GLASS a E a BITE BITE EXTERIOR 81 8, 54a ss .Ia. �I scO�I ate. t�oAa 9M6"LAMINATED GLASS,TYRE Q9A • • 9116".LWINATED GLASS TYPE G4A 1"LAMINATED I.G.GLASS,TYPE G5A •• •i ••i i i i•i •• ON.. t. t A///! GLAZING NOTES: • • • • • • • • • �` �1 V.X........... •. F "ANN ANNEALED •• ••• •• • • • •• :• �iG F •. A "HS"=HEAT STRENGTHENED =k No.53705 °T"=TEMPERED PVB"=.090"BUTACITE PAY KURARAYvAMFftOA,INC.••• ••• ••• ••• "SG"=.090"SENTRYGLASBY KURARAY:kARIC4.INC. • •• 3'•.0 t onCl 6PAW t j sTA W 8C 10AWIS A TEDPOVRtAYt�tt4IMWFAOPirfER •• • • • •• i� FCORIOP.•' (y �pMTECOMOGY�vE GLAZING DETAILS m VENfCCE FLSWU �„y ag,,e„ SERIES 770 ALUM SOD-LM IMPACT A.LYNN ft .JR 1WIW14 oe� ••• • • • • ••• • Cw..l4 Almsnye scanTTo NTS 4 d 22 PGT04� A ' P.ESO P.E. • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • GLAZING DETAILS(G6,G6A, G7, G7A, G8&G8A) 1"NOM. 7/18°NOM. 1'NOM. 3/18"HS GLASS 3/18"ANN GLASS 3118"ANN GLASS .090"SG 090'SG " 3118"HS GLASS 090'St3 3/18'ANN GLAS 318°AIR SPACE 74 3/18'ANN GLASS 74 318°AIR SPACE 74 82 3/18"T GLASS 3/18"T GLASS 88 83314"NOM. EXTERIOR 314"NOM 314"NOM. 88GLASS a GLASS 88 GLASS BITE BITE EXTERIOR 811E 80 79 79 � 64 &,r 1"LAMINATED I.G.GLASS,TYPE G6 7/16"LAMINATED GLASS,TYPE G7 1"LAMINATED I.G.GLASS,TYPE G8 1"NOM. 9/18'NOM. 1"NOM. 3/18"HS GLASS 3118"ANN GLASS "_ 114"ANN GLASS o.3G 3118'HS GLASS W SG 3118"ANN GLASS- 81 AIR SPACE 74 114'ANN GLASSj3/4 74 5/18"AIRSPACE 74 114'T GLASS 1/82 4'T GLASS 83 83 3/4"NOM. EXTERIOR 314"NOM. GLASS E56 GLASS BITE BITE EXTERIOR , EXTERIOR 1I—' 8, 79 7Ci 79 dcampll" "Whim. 65 55 Ftoms Dace Nam - In ttcl 1"LAMINATED I.G.GLASS,TYPE(304 ; ; jA6"!AFljATED GLASS,TYPE 137A 1"LAMINATED I.G.GLASS,TYPE G8A 9r • •• • • • • ••• • L N ii GLAZING NOTES: • • • • • • • • • ��O y,.....•,tit/� ,� 'ANN'=ANNEALED •• ••• •• • • • •• �.�: ��c6Ns, '•.FP "HS"=HEAT STRENGTHENED �r r "T"=TEMPERED = " Na.58705 "PVB"=.090"BUTACITE Y KURARAY4AMEJ "INC.••• ••• ••• 9:* �• 'SG'=.090"SENTRYGLAnY KURARAY•14MERIC^INC. •• •• �y :G u r2C (K- Dr. a •• • • • •• ' O '•• I sc faavaafs a rmuatarEq,Npa • • foo, GLAZING DETAILS z M vavrcAA3Ia761�a SERIES 770 ALUM.SOD-LM IMPACT ��'''%��a>VA�• � �� (Aff}488•iB00 t1� &R,sWQee ears armor. A.LYN�IJMRLER.P.E. f0/f0/!4 eV owe dea • • • • • • tEtT.WAtPfiL+AVM ® SGD•770 NTS S -22 PO7t7130 A P.E.#68705 • •• •• • • • •• •• ••• 0 0 0 ••• 0 0 TABLE 1: TABLE 1A: Design Pressure(DP)and Anchor Quenthles Required,(for all approved W8111 Helghtto Max.(+)DP kAarcima DP for all sizes: !-Bti configurations on Sheets 2&3) (Ma},be limited by Table 1A)A) PeterInilhaft ) For comer astragal anchorage on 80°or 135°caner wilts,see sheet 11 Sid Riser Haut (+)0084F Table applies to GdsDoor UnitHeWt (Flat or Bei,see Pressure,psf Types 3,3A.5,5A,7.7A,8 or Q4" Meat 17) &SA and the Stile I AstragalDLO 73-TAr DLO 79.7ff O Flush-1.117 see note 3 Giop Law•2.117' +48.87 types shown below. 1 2 3 4 1 Anchor 3p 4 A2 3 4 1 2 3 4 Medium•3.114* +60.0 1 +1 + + + + + + + + + + +9 + -4- +80.0 24° � Jamb a 8 8 6 a a a 8 8 8 a 8 8 a 8 8 SEE NOTES 13 P hook 8+7 6+7 8+7 8+7 7+8 +8 7+a 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Headf= C4+1 C4+1 C4+1 C4+1 C4+1 04+1 04+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 30" DL Jamb 8 8 a 8 8 8 8 8 8 8 8 8 8 8 8 8 P-hook 6+7N.4+1 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 eedt381 04+1 C4+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 04+1 C4+1 CA+t 04+1 04+1 36- b D Jamb a 8 8 8 89r+878+8 8 8 8 B 8 8 8 8 P--hook 8+7 6+7 8+7 7+8 7+87+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 OH LENGTH r— Head/Sill 04+1 C4+1 04+1 C4+1 Gt+1CA+1 04+1 C4+9 C4+1 C4i1 C4+1 C4+1 C4+1 42" OLO Jamb 8 8 8 8 a8 8 8 6 8 8 8t P4. 8+7 8+7 8+7 7+8 7+87+8 7+8 7+a 7+8 7+8 7+8 7+8 I OH RATIO t 1 H�dtSld c4+2 C4+2 ca+2 ca+2 ca+aca+2 C4+a C4+2 C4+2 c4+a C4+2 04+2 48- DL0 Jamb 8 8 a 8 88 a 8 8 8 8 O P-hook 8+7 6+7 6+7 6+7• 7+8 7+87+6 7+8 7+8 7+8 7+8 7+8 7+8 FOR EXAMPLE ON USING TABLE,SEE SHEET 7. OH RATIO=OH LENGTH NOTES: OH HEIGHT 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-Ifi SILL. 2)WHEN USING THE 2-1/2°SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-114°SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SFE DLO WIDTH= TABLE 1A. NOW PANEL WIDTH-7" 3)4-,3-IW AND 2-112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112"SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT= BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.126" ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.886" 8)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Interlock P-hook Lockstile Jamb Straight Astragal Lockstile @ 90"Astragal Loc tie 135°Astragal Lockstile @ Assembly Straight Astragal Assembly 90°Astragal Assembly 135°Astragal 14PPAda d as com W066 Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Dste Standard Astragal Gartside ComerInst a NOA# Outside Corner a as ••• • • • • • •• Comer • i i • • •• (Come Outside a•�/-3 .`��0 .•.YNN.�tj�� ••• • • • Inside Croner Corner ` a�;• ��CCNSF '•.FQ Part#60 (Brite} Part#62(Stile) Part#119(Cut} Part#61(Stile) it IVo.58705 Part#60(x2) Part#60 • P...60 • eart�{�7 jAstrag� •P art#60 Part#118(Comer Part#120(in.)#60 #31&#32 ::Part Receiver) (Corn.&Fxd Mount) • • • • • • -n ' Y(0 (5 01 TEc omrEMaoorORW DPANDANCH MGE j"' FtOR1U�.•�U� xteas SERIES 770 ALUM.SOD-LM IMPACT '�/',/aNAI. .�`�, 1wrJ•rastsao17 errio•e ward •ftft wr A.LYNN�A(AW P.E. •R ••• • • • • 0!4' car AM ala srasa�a NTS @ •22 POT0130 A Ru wm5 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 2: Design Pressure(DP)and Anchor Quantiles Required,(for all approved configurations on Sheets 2&3) Maximum DP for all sizes:+801.60 Foroomer astragal anchorage on 90'or 1381 cow unite,we street 11 Pq be gmked by Table 2A) Table applies to Ghees Types cer) DOW UnG127 Height 4,4A,8,SA,7,7A,8&8A t DLO and the aft I~typesWff Anchor Group Andw DLO 73 79• !8• 91d O 1 r Group Grew DLO 718° std belw aroW r ro 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 t 2 3 4 i FEW + + +1 + +1 1 +1 1 + 1 +1 + + + + + 24• 11ri�0jamb 8 8 —1 -1 8 8 8 8 8 a 8 8 8 8 8 8 10 10 10 10 10 15 10 10 /0 10 10 10 10 10 10 10 P4" 8+7 0+7 8+7 8+7 7+8 7+8 7+8 7+8 7+8 7+8 7 7+8 7+8 7+8 +8 T+8 8+9 8+8 8+9 8F 8+9 8+9 B+8 8+10 9+10 g+10 9+10 9+10 9+10 9+10 8+10 G+1 04+1 C40 C40 040 Cd+1 C4+1 CA+1 04+1 04+1 04+ 04+1 04+1 01+1 +1 I CA+1 C4+1 C4+1 C4+1 C4+1 04+1 GA+ 04+1 04+1 C4+1 +- 04+1 04+1 01+1 04+1 04+1 30• I O Jamb 8 a 8 8 8 a 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 t0 10 10 10 t0 10 10 10 —F;4—too-k— 8+7 8+7 7 0+7 7+8 7+8 7+8 7*8 7+0 7+8 T+8 T+8 7+8 7+8 7+8 7+8 8+9 +9 8r9 8+9 8+9 8+8 8+9 8+9 9+10 9+10 9+10 9+10 9+10 g+10 9+10 9+10 HaadW 04+1 04+1 C4+1 C4+t CA+1 04+1 04+1 04+1 040 01+1 C4+1 C4+1 04+1 04+1 04+1 04+1 04+1 04+1 04+1 01+1 04+1 04+1 04+1 04+1 04+t 04+1 04+1 C4+1 01+1 CA+1 OL+1 04+ 36' DLOFP44-" 8 8 8 8 a 8 8 8 8 8 8 a 8 8 8 8 10 10 10 10 10 10 10 10 10 10 f0 10 1 t0 10 10 8+7 8+7 8+7 6+7 7+8 7+8 7+8 7+8 7+8rC4+2 7+8 7+8, 7+8 7+8 7+8 7+8 8+8 8+8 6+9 8+9 8+9 8+9 8+8 8+g +10 9+10 9+tp 9+10 9+10 9+1019+10 9+10 C4+t CA+1 C4+1 C4+1 C4+1 CAN C4+1 CA+1 104+22IC4+2104+2 C4+1 ti4+ C4+1 Gt►1 04+1 04+1 G+1 N C4N C4+1 04+1 C4+1 C4+1 04+1 CA+1 0{+1 t�+1 C8+1 04+1 04+1 C8+1 C8+1 42' O8 8 8 8 8 8 8 8 8 B 8 8 8 8 10 10 70 t0 10 10 10 10 10 10 10 10 10 10 10 75 — DLO8*7 8+7 8+7 8+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 +8 7+8 7+g 8+9 8+8 8+9 a+9 8+9 8+8 8+9 8+9 9+t0 9+10 9+t0 9+10 9+0 9+10 8+10 9+10 01+2 CA+2 04+2 C4+2 CS+2 04+2 CA+2 C+'2 04+2 4 2 04+2 04+2 04+2 04+2 04+2 04+2 04+2 C4+2 01+2 04+2 C5+2 C8+2 04+2 C8+2 CS+a C8+2 C8+2 C8+2 C5+2 C5+2 48' t4x� B 8 8 8 8 8 8 8 8 8 8 8 8 10 /0 10 t0 1 10 10 10 10 10 1 10 10 10 10 10 P Mok 8+7 8+7 B+7 8+7 7+8 7+8 7+8 7+8 7+8 T+8 7+8 7+8 7+8 7+8 8+8 8+8 8+8 8+9 8+8 8+9 8+8 8+9 9+f0 9+10 9+10 9+10 9+10 9+10 9+10 g+10 Ikred(8I5 Gt+a C4+2 CA+2 C4+2 04+2 C4+2 CA+2 C4+2 C4+2 01+2 Ot+2 04+2 GH2 G1+2 64' 1X0 Jamb 8 8 8 8 8 8 8 8 8 8 8 B 8 8 P�ook 0+7 Bt7 8+7 8+7 7+8 7+8 7+8 7+8 8 7+8 7+8 7+8 7+g 7+8 HeadJBW 04+2 CA+2 2 CA+2 0t+2 CA+2 C4+2 04+2 C4+2 C4+2 04+2 04+2 t�+2 Not available In these sizes Ol�0 Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 p•Igok 8+7 8+7 0+7 8+7 7+8 7+6 7+8 7+8 +8 7+8 7+8 7+8 7+ 7+8 NOTES: O= EXAMPLE ON SHEET 9 DLO WIDTH 1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1W SILL. = 2)WHEN USING THE 2-1J2'SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1W-SILL, TABLE NOM.PANEL WIDTH-T POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4'SILL,POSITIVE WATER DP IS 60.0 PSF MAX Sp)Height to Max.(+)DIP DLO HEIGHT= (NEGATIVE PRES.UNCHANGED) SEE TABLE 2A (Water b Nnitkm Ref) OH LENGTH DOOR UNIT HEIGHT-10.125' 3)4',3-1/4'AND 2-1/2'SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112" Sill Riser Height SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. (+)Design G? POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY (Fiat or Box'see Pressure,psf = � OH RATIO k 1 PANEL HEIGHT= AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAMr THIS CONDITION IS Shit 17) = DOOR UNIT HEIGHT-1.888° NOT RATED FOR WATER INFILTRATION. Flush-1-112• see note 3 O 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. LW-2-1/2' +46. 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Medum-3.114" +60.0 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE High-,V 1 +80.0 OH LENGTH INSTALLED. SEE NOTES 13 OH RATIO=OH HEIGHT THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. Interlock P-hook Lockstile @ Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Lockstile @ 4ppm'edr aomPtY�B�t� Assembly straight Astragal Assembly 90'Astragal Assembly 135'Astragal ply to ng O Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty StIle Heavy-duty Stile Heavy-duty Stile oak Standard Astragal H9Aa Outside Comer Outside 1 e M 1°t • ••• • • • • • •• Corner • • • • • • •. a3v Comer • • Is 4T7=r •• • • • Comer 0 tslde Inside Comer �.•' F C.Ofiler �'�, ��GENSF•''•,'P Part#61(Stile) Part#61(Stile) Part#119(Out.) Part#61(Stile) %~ Part#81(x2) Part#81 • P;riIFi • aart#A94Astragal� •r�rt#61 Part#118(Comer Part#120(In.) Parts#31&#32 Part#61 Nn.58705 M • • • • Receiver) {Com.&Fxd Mount) - f0>li/30f6 AW CHMK,fESTM8SIRM70 ••am 0•• • • • •• ° =.h O X20 {�:G� WV780w1CL0GyVRRw DPANDANCHOMGE M 1/EHHAFL34M 7 DOW :'�'�•'•.!'�OR10�;••••('jam +l+eo-f� SERIES 770 ALUM.SGD-LM IMPACT '%;;S5� qE�;:�� ••• • • • s ••• d!Lni ice•d A J72 4Wf0/t4 VARG2JPT Ati7H B 806770 HITS 7 ?1 POTOf30 A P.E. 58705 • •• •• • • • ••• •• ••• • • • ••• • TABLE& TABLE 3A: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP shown below Sill Height to Max.(+)DP For comer ashaget anchorage on 90"or 136°caner units,see&beat 11 (May be Waited by Table 3A) (Water Instratlon Raft) Tells applies to One Types 4,4A. 80' 84' Or Ow unit Height 98° 102' 106" SN Riser Height (+)Design (FRIat or 6,6A,7,7A, 8&SA and the 89101 D DLO 917/ - see Pressure,psf Astragal types sham below. Anc A nc or roup �p Anchor Sheet 17) �P Flueh-1-1/2" see rate 3 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1"112- LOW +4667 08310 Pressure W-70. Medium-3414" +80.0 24° 17" Headrsin 04+1 C4+1 C4+1 C4+1 C4+1 03+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 CA+1 CA+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 CA+1 H -4' +90.0 DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 S 10 10 10 10 40 10 10 10 P-hock 6+7 6+7 5+7 6+7 7+8 T+8 7+8 7+8 7+8 7+8 7+8 7+a T+8 7+8 7+6 7+8 8+8 8+9 8+8 8+8 8+9 8+8 8+9 8+9 SEE NOTES 1-3 Dwy Pressure +AW.0 +/.82.6 1 +/-78.0 f 23° Newell! 04+1 C4+1 C4+1 C4+1 CA+t Gt+1 CA+1 C4+1 04+1 04+1 04+1 C4+1 04+1 03+1 C4+1 CA+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+i CA+1 DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 /hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+8 a+s 8+9 a+s a" 8+9 8+9 Design Presstme *no per +482.8 pet +1-76 0 psi 29' H91WSM 04+1 C4+1 C4+2 C4+2 CA+1 C4+1 C4+2 C4+2 04+1 C4+1 CS+2 08+2 C4+1 CAMF C4+1 05+1 06+1 C4+1 040 C5+1 06+1 DLO Jamb 8 8 8 8 9 a 8 8 8 8 8 a 8 10 10 10 10 10 10 10 P-hook 8+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 1 8 8+9. 8+8 8+9 ais 8+8 8+9 8+8 Dealga ftearre +/-tip 0 pet +1.82.6 pat +1-78.0 psi OH LENGTH +-- �, 36' HeadISN C4+2 C4+2 C4+2 C3+2 C4+2 C4+2 C6+2 C8+2 C5+2MSM 7+2 +2 C8+2 C8+2 C8+2 C6+2 06+2 C5+2 C5+2 C5+2 C8+2 C8+2 21!o DLO Jamb 8 8 8 a a a 8 8 8 8 8 108 10 10 to 10 10 10 10 10P-hook 8+7 7+8 7+8 7+9 7+9 7+8 7+9 7+8 7+89 8+9 8+9 8+9 8+8 8+8 8+8 8+9 8+9 g+9 8+9 8+9 8+8 w Deslgn Pressare b 9p0psfSea Note,A belortt +132.6patOH RATIO a 1 ° 41' HeaNB@ C4t2 C4+2 C6+2 f�+2 C4+2 C6+2 C6+2 C8+2 CBt2 +2 C6+2 Ca+2 06+2C8+2 C8+2 C8+2 C8+2 26+z C6+2 C8+2tx 0 Jamb 6 8 8 8 8 8 10 8 8 8 b 10 8 10 1010 10 10 10 10 t0 j/-hook 6+7 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+89 8+9 9+10 9+10 9+10 &+9 9+10 19+1019+101 8+9 19+1019+1019+101FOR EXAMPLE ON USING TABLE.SEE SHEET 7. NOTE A.+/-90.0 PSF FOR GLASS TYPES 4,4A.S.8A,7A, 8&SA; +1.87.1 FOR GLASS TYPE 7 NOTES: OH RATIO=OH LENGTH 1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. OH HEIGHT 2)WHEN USING THE 2-1/2°SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4'SILL,POSITIVE WATER DLO WIDTH= DP IS 50.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES NOM.PANEL WIDTH-7" UNCHANGED).SEE TABLE 3A. DLO HEIGHT= 3)4",3-114"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2'SILL IS NOT AND DOOR UNIT HEIGHT-10.125' MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT= BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.888" 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3 SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. Interlock P-hook Locksttle Jamb Straight Astragal Lockstlle @ 90°Astragal Lockstile @ 135°Astragal Lockstile @ Assembly Straight Astragal Assembly 90°Astregal Assembly 135"Astragal Florida Y tOO1Np `" �' Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Pate ins N®All Heavy duty Astragal Outside Comer Outside W ml e P •• ••• • • • • •• Conte U710 • • • • • • • •i • • i ••• Insider e•�Y \`��Q�( L JN�j/z! �i�: Inside Comer Corner OutsWe `�\t 4�c5NSF '•.1-p Corner Part#61(Stile) Part#61(Stile) Part 8119(Out.) Part#61(Stile) =yc; No.58705 Yr Part#61(x2) Part#61 • PIN16#41 rt See • •&V#51 Part#118(Corner part#120(tn.) Parts 031&#32 Part#61 Is • • • • • Receiver) (Com.&Fwd Mount) = — • o fa a (S:r�:: • •• •• • • • •• o•"o = ice•. srA or :;��r,; so testa A t aTtasst�'• • • • 4TeADLO•rarlveDPANDAWCHMGElomw VIM At ;, FtoH,o!*.•'�.`,� R UFffM SERIES 770 ALUM.SOD-LM IMPACTSta(�/> �ti (a+f}+ao taxa a"�res+ ere oagpa" use A A.LYNNaII P.E. 10/fOH4 axs • • • • • • cratr:L7Aurxseem 8GD770 MTS 8 u 22 POTOISO • •• •• • • • •• •• 000 0 • 0 ••• 0 0 NO FRAME "7+$"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER SEE kRE AMB (7)P-HOOK ANCHORS, SEE°CS"CLUSTER MAX-UNIT WIDTH SEE'C5"CLUSTER DETAILS, DETAILS,SHEET 10 SPLICE RED @ (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR REQUIRES"C6" SHEET 10 FOR INTERLOCK 24" FOR CSTRAGAL NOTE, RIOR PLANE)SEE TABLE 2,SHEET 7 INTERLOCK CLUSTER,SEE THIS KETS AND 60"NOM. DETAILS,SHEET 11 x x SHEET EE POCKET 8 P-HOOK PANEL WIDTH AMB ( ) i__� __- - x x x / x x x xxxx x 8•MAX MOUNTING f NSTALLATION, ADAPTER 1 6•MAX. x x x z z x x xx x HIS SHEET ANCHORS MIDWAY i 3•MAX. SHEET 14 BETWEEN P-HOOK ' °� 4 PAIRS OF ANCHORS&AT 3" 1 I i x=FRAME xANCHORS FROM TOP 8 i I®I ° ANCHORS UNIT ANCHORS) 1 I I a1D.C.BOTTOM 14•4.051" .TO OPENING i Mme'°'C'j®' � ' 14•MAX.O.C. 0®=P-HOOKHE{GHTO'C' PERJAMB OF POCKET SEE I ' I O ANCHORS x (SEE JAMB INSTALLATION 1 0 w ®I ` DETAIL DETAILS'Jc'&'Kc', i� �0` M0=P-HOOK BSO END PANEL SHEET 14&PART 1 ®� j i ;a MOUNTING 24"MAX. ANCHORAGE DETAILS'X&W, 1 {,°, T MAX. ADAPTER -x x (2 ANCHORS) SHEET 19 FOR 1 1 I ANCHORS x O.C. "+2" P-HOOK --___8 l x x x X .-x `✓ END PANEL ANCHORAGE ANCHORS END PANEL zi x, x x zx z x x x x - x x ANCHORAGE x+ -x, x x x x' 8'MAX ANCHORAGE(SEE x x x x �•+a• SKETCH BELOW) (SEE SKETCH BELOW) "+a' +2• �•+2• ANCHORAGE '+z CENTERLINE S MAX.,TY'. ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL i 2.04" 24"MAX EXAMPLE:&PANEL,2 TRACK,90"OUTSIDE CORNER-aXXM-EXT.MOUNT POCKET ANCHORAGE PLAN: Nr O.C. 6("x 96"NOM.PANELS,ANCHOR GROUPS IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 6" SPLICE NOTE: ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL ` 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 ANCHORS MAY BE ADDED C— I 2 ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3.SHEETS 6.8: AS NEEDED TO ALIGN THE T ) EXTE HEAD OR SILL IF A SPLICE 60" CENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 21" OCCURS AT THE P-HOOK. NOM < •% INTERLOCK APPROPRIATE TABLES,SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER Mo. PANEL SEE'C5'CLUSTER ASTRAGAL LOCATION,PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE D.C. WIDTH DETAILS,SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"O.C.MAXIMUM. FOR INTERLOCK ° "" ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY � 5.64" +2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR 17— yCLUSTER IS OVER 24',OTHERWISE ANCHORS ARE NOT " 3.b" REQUIRED AS PER THE FIGURE AT RIGHT: °F 6 MAX CENTERLINE JAMBS&P-HOOKS:6'MAX FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS} 14"MAX.ANCHOR 2-TRACK OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6.8. SEE FRAME JAMB P-HOOK ANCHOR DETAILS ON SHEET 14. ,►pp►mwloe•mpgtgvftd* REQUIRES "+2"ANCHORAGE SEE"C5"CLUSTER END PANEL ANCHOR PAIR Wt BC CENTERLINE CENTERLINE oak "CB"CLUSTER,SEE DETAILS,SHEET 10 ANCHORAGE NeAf • DETAILS,SHEET 11 + OF FOR ASTRAGAL f--OF (2 AN 6" Dt Prodaet 4.051' • •• i Ii •KTi RiO •• 3 5" 1 ASTRAGAL MAX • Sr • • • NY LYNAf 1r+ n _ No.58705 EXTERIOR V CENTERLINE 2 HO CENTERLINE •+2"ANCHORAGE CENTERLINE I •OF PANEL 3 ••t"6v� �� ••T OF PANEL 4 �OF PANEL b . /SEE SH E'I.11 FDR OTHE19INTE%&DIATE MICH&iI � '� ' (o • �s• 4i Axw �Q'•. STA C OF Uj so B" t ants A NO cxaNOEs rrea amwo: :• •• • • "• •• yoRw ANCHORAGE SPACING&EXAMPLE PLANS %'t` "'l OR10' N.• v erre t SERIES 770 ALUM.SGD-LM IMPACT �� 'kJfVAI.��C? (mimse-teao &s,aost J' •wq•t ,ae A.LY{Jd1�Mb.�.�P.E. JR t�ta114 n.� ••• • • • • ••• g 30DA70 NTS 9 •22 PQTSt30 A P E.#sews • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ASTRAGAL OR SPUCE LOCATION ASTRAGAL OR , (FOR SPLICE ASTRAGAL OR,}�SPLICE LOCATION 8"DIAG 2.04° INTERLOCK-�IF NEEDED INTERLOCK--I CONDITION,USE INTERLOCK-I IF NEEDED 2.04° CENTERLINE CENTERLINE "C8"CLUSTER DETAIL) CENTERLINE 3.6" 1.75" 6"DU1G. 1.76• 4-t� 3.6" 21" MAX. O.C. EXTEMOR 2.04° 2'�" 2.04" Ctj 21" 5.84° MAX. EXTEEMOR U3.5" r �nn�4QR 7" 3.5' O.C. v 2 TRACK FRAME HEAD/SILL V 2-TRACK FRAME HEADISILL 2 TRACK FRAME HEAD/SILL B"MAX• 0 ASTRAGAL OR INTERLOCK A ASTRAGAL OR INTERLOCK A ASTRAGAL OR INTERLOCK 8.84` -2-TRACK- {USE WHERE 4 CLUSTER {USE WHERE 6 CLUSTER (USE WHERE 8 CLUSTER -£JAMB 6"MAX ANCHORS ARE REQUIRED,°C4") ANCHORS ARE REQUIRED,"C61 ANCHORS ARE REQUIRED,°C8") ANCHOR PAIR t 4-TRACK ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL ORI-SPLICE LOCATION 8"DIAG. FRAME JAMB INTERLOCK+-hF NEEDED INTERLOCK CONDITION,USE INTERLOCK- "IF NEEDED204° EMMOR ANCHOR PAIR CENTERLINE , CENTERLINE "C8"CLUSTER DETAIL) CENTERLINE 3.6° 7' ANCHORS MAY BE INSTALLED c I 21° EITHER IN THE EXT.OR INT. 2.04" "DIAG. MAX. TRACK(INT.SHOWN) 4.08" 4.08° O.C. 2.04" 0 584" NOTES: EXTERIOR EXTERIOR 4"DIAD, EXTER,OR 3.6" 1.ALL DIMENSIONS SHOWN ARE BASEP f1, 11, ON MIN. 3 TRACK FRAME HEADISILL 8"M ALLOWED. v 3-TRACK FRAME HEADISILL v 3-TRACK FRAME HEAD/SILL lu (43 ASTRAGAL OR INTERLOCK 90 ASTRAGAL OR INTERLOCK (61 ASTRAGAL OR INTERLOCK AX2.FOR HEAD OR SILL SPLICE (USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTER F3-TRACK FRAME JAMB LOCATIONSIANCHORAGE AT ANCHORS ARE REQUIRED,"C4°) ANCHORS ARE REQUIRED,-05-) ANCHORS ARE REQUIRED,-C8°) ANCHOR PAIR P-HOOK SEE SHEET 8. FOR SPLICE FOR SPLICED ASTRAGAL OR� SPLICE LOCATION ASTRAGAL CK (FOR SPLICE ASTRAGAL CK (CONDITION,DO NOT ... CONDITIONS ONLY: INTERLOCK 1F NEEDED INTERLOCK CONDITION,USE INTERLOCK CENTERLINE I CENTERLINE I " CENTERLINE USE THIS DETAIL) SPLICE LOCATION �I 176" C8-CLUSTER DETAIL) IF NEEDED 3.6" 3.5" 3.6" 7" 3.5" 2.04" 4`DIAG. 2.04° M4f"DlAG.ff2.0,Vapprwad1gO01A ��O'Oak2.04" 5.37"DIAD. -DIAG. N"O .08' I °d4"DIA • • • • • qo- i ,04" Ry • • , LYNN EXTERIOR •• •• •I WEF 9R �pls�,......, n n •''�,1GEN3F'••.F,� �� V' 4-TRACK FRAME HEAD/SILL V 4-TRACK FRAME HEAO/SILL 4-TRACK FRAME HEADISILL ASTRAGAL OR INTERLOCK 94 ASTRAGAL OR INTERLOCK Ctil ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER • ••• • E��E RE 5C!Q� (USE WHERE B CLUSTER ANCHORS ARE REQUIRED,°C8°) _ ANCHORS ARE REQUIRED,"C41 • 4 ORSIIRE REO RED1405°) WITH 8 WITHOUT SPLICE CONDITION l•P s 1aSM5 A CHAN0NV0 T • •• • i•• • •• • S l • t TE 14MTr .OGYMM ANCHORAGE EUMPLECLUSTERS <c••• toraioP noww UAW Ca,� It HMM FL 34M SERIES 770 ALUM.SGD-LM IMPACT "";,I//,./)N • ,'' IaeT).ao tear ��1,�, arm o"b am ••• • • ® amara sere �° °"aT^�0 R. A LYNN�IIueR,P.E. Nt 10110/14 • • • • • • 11..oFablN.Atmm 81 770 NTS 10 •22 POT0130 A P.£Jt88T05 • •• •• • • • •• •• 000 0 0 • ••• • • 2.04" 2.04" INTERIOR 2.04° INTERIOR 2.04' NOTES: INTERIOR INTERIOR T. 1.ALL DIMENSIONS SHOWN 4"DIAG. 4"DIAG. 8•�" ARE BASED ON MINIMUM 6.12" 6AT 3.5" 3.6" ALLOWED. INTERIOR INTERIOR 7" NmFina INTERIOR 2.DETAILS DEPICT ANCHOR 3. 3. 1 EXTERIOR 1 ro QUANTITY AND SPACING, AND WOULD BE IDENTICAL EXT E I R 4"DIAD. 4"DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. 4' 3.6" ExrEwo 3.5" 4' 3.5" °+1"ANCHOR 2.Oa" PRIOR ' 7" 4• 7- 4' 2.04 AOR 2.Oa" � 2.04" 6.94" 90°CORNER SO-CORNER 135°CORNER 135°CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL CENTERLINE (USE WHERE 4 CLUSTER (USE WHERE S OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 6 OR 8 CLUSTER I�- ANCHORS ARE REQUIRED,' ANCHORS ARE REQUIRED,'C6") ANCHORS ARE REQUIRED,'M ANCHORS ARE REQUIRED,"C6") OF PANEL 4.08' "+2"ANCHOR INTERIOR EXTERIOR INTERIOR 4.08" '+1"ANCHOR a" " INTERIOR 3.5" INTE 7AV 4"DIAL. 136° 3.6" =7. - "+3'ANCHOR_ CENTERLINE ExrEwoR '"-OF PANEL .5"4.08" aA8 S. G. 5.37 fl. 7" CENTERLINE 1 2.04' 4" 4• g,5a OF PANEL DIAD. MEX3.5"r. TERIOR EXTERIOR 7" 4' RN7E�IOR EXTERIOR A N "+2"ANCHOR 3.5" 90°CORNER 136°CORNER ylEWg 7" 3-TRACK FRAME HEADISILL 3-TRACK FRAME HEAD/SILL CENTERLINE ('C6'ANCHOR CLUSTER REQUIRED ("C8"ANCHOR CLUSTER REQUIRED OF PANEL AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4'D G. 2-TRACK FRAME HEADISILL INTERMEDIATE ANCHOR LAYOUT INTERIOR 6.12" INTERIOR 2.04" 2 Oa" .1 " 3.6' EXTERIOR CENTERLINE 4° INTERIOR 6'�° OF PANEL INTERIOR 4" 3.6" 135° 204' "+3"ANCHOR DLAG. MAU 7' +pporcd u aompylagwltM te► 6.12" L4 612' G 3A* a.08" ask 7" NOAe •� •• ••• • 2.04" 3.5" 4" i "• i • • 3• 3.5" M • ••4 b . EXT • • • • • • OR 4° I CENTERLINE 90°CORNER •• ••• •• • 135*CORNER 2.04' � `�a Qt JCEDlSE Fp OF PANEL �`t C 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL �r C8"ANCHOR CLUSTER REQUIRED ("08"ANCHOR CLUSTE QUIRED 4 TRACK FRAME HEAD/SILL (" AT ALL 4-TRACK CORNERS) • ••• • •Al AQ.4-TRAa{;C� RS) INTERMEDIATE ANCHOR LAYOUT No.58iU5 • • • • • • (3-TRACK SIMILAR) so e A c>♦nxQESTfus&WET . •. •• • •HNNEW !•� ANCHORAGE,EXAMPLE CLUSTERS �� .,t,�TFTT'OFv` AL V61 R3J?l8 Aec % "c. •r.URtD.`.•'•C,�;� 27 SAES 770 ALUM.SGD-L,�IMPACT � ��,,Jt}RId:L 1�f0/t4 75� am-SMaft ••• • • • • • A•Uni A18deIi IiOt", NTS 11 -V PGTO130 A A R 1�F REA58705 �P.E. • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A.SHEET 1 NOTES: EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS CONCRETE PER TABLE TABLE A,SHEET 1 CONCRETE SEE TABLE A.SHEET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED A,SHEET 1 2-1116"' PER TABLE 2-1118"• PER TABLE 2-1118°* ON MIN.ALLOWED. +. A,SHEET 1 A,SHEET 1 114° •DIAGONAL O.C.IS EXTERIO s; t..,. t: "t d F` :.. ,• :..'_ `•` ,. MAX MIN 4"{HEAD&SILL) } 1 SHIM OR 8"(JAMB)SEE EMBEDMENT: 114" � 114" p�T(' 1115 u OD&T 11. SHEETS SEE MAX SHEET 1 SHIM `�" SHIM PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X7CMONTCREZTEE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE OR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A.SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A.SHEET 1 INSTALLATIONNCEI CONCRETE CORETE 1 INSTALLATION CONCRETEINSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED 1 X CONCRETE ANCHOR TYP., PROPERLY SECURED 1 X CONCRETE ANCHOR TYP., PROPERLY SECURED 1 X SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 SEE ANCHOR SEE ANCHOR SEE ANCHOR NOTE 6.SHEET NOTE 8, NOTE 5, 1(1/4"MAX.) SHEET 1 SHEET 1 rY v. (114°MAX.) . ._ ,•'r. ( (1/4"MAX.) > .� EXTEwOR �. •`` EXTEwO .�;` "i- •j XTE ERiOR •� .r . ;.•' .: TE 2-1/18"' 2-1118°` �2-1J16"' PER TABLE EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1 SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1 AER TABLE SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A.SHEET 1 A.SHEET 1 EMBEDMENT:SEE TABLE A.SHEET 1 A+SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 ifiih 2-TRACK FRAME SILL 3-TRACK SILL CONCRETE INSTALLATION Ec CONCRETE INSTALLATION COE SILL NCRETE INSTALLATION Fc ALLATION EMBEDMENT:SEE TABLE A,SHEET 1 !"H,. EDGE DISTANCE: EMBEDMENT:SEE SEE TABLE A, TABLE A,SHEET 1 -�I SHEET 1 • EDGE DISTANCE: PROPERLY SECURED EMBEDMENT:SEE SEE TABLE A 1 X WOOD BUCK TYP., TABLE A.SHEET 1 —�.. SHEET 1 SEE ANCHOR NOTE 3, " EDGE DISTANCE: PROPERLYSECURED : SEE TABLE A, PROPERLY SECURED SHEET 1 1X WOOD BUCK TYP., 1X WOOD BUCK TYP., y+prorad areo•dlBw► SEE ANCHOR NOTE 3, SHEET 1 SEE ANCHOR NOTE 3, CONC.lCMU ANCHOR ": 2"1116"` Date SHEET 1 SHEET 1 TYP.,SEE ANCHOR NAA9 2-1/18" NOTES&TABLE A. ml al' CONC.lCMU ANCHOR 2-1118"' TYP.,SEE ANCHOR •• ••CWICICMU►ANONOR •• ,; SHEET 1 CONCRETE 8r NOTES&TABLE A. i i ��s SPr.4N�l OR CMU EXTERIOR SHEET 1 .y.:` CON6iRETE•: i � • �'.' CONCRETE EXTEwoR PER TABLE �`` Q1`I LYNN ORARI •• EX w • i •• J-L A,SHEET 1 �0 �1t4"MAX.SHIM I-.- PER TABLE* OR CMU v : . '%GENS, •�rp '. A,SHEET 1 'D 1/4"MAX.SHIM PER TABLE A,SHEET 1 1/4"MAX.SHIM I+"— i:: t _ N0.58705 �II705 2 TRACK FRAME JAMB ••• ••• ••• RA E JAMB 4-TRACK FRAME JAMB y+ CONCRETEJCMU IS'ALLI;I K)N •• He NC TE/CMU INSTALLATION Ic CONCRETE/CMU IN �e o". . 61 I (}0 8c IGAM16 A CHA�87M88f�E!' • •• •• • • • • •• %�p••.• gTA E OF �'••�L,`' rawfir. rorsrEcfwdtooruw� ANCHORAGE DETAILS �' Ftarao�.•'�j` .` AE vaso&FL$a s ,ar jy'.; •.....• �� . isiww �4t�,�, 27 SERIES 7/0 ALUM.SGD—LM IMPACTGbo*ww ;5/Ca�tl�L JR 10110114 a� am ••• • • • • ••• yes na NTS 13 a 22 �o PGT0130 A L11m P.E • • • • • • • • • • • •• •• • • • •• •• 000 0 • • 000 0 • INSTALLATION DETAILS NOTES: 1.ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED AT ALL ;::.; 2.893"MIN. ON MIN.ALLOWED. INSIDE POCKETS EDGE EMBEDMENT:SEE TO PREVENT DISTANCE 2.FIGURES ON THIS WOOD FRAMING TABLE A.SHEET 1 P-HOOK MOUNTING ADAPTER SHEET ARE FOR WOOD ANCHOR TYP,, INFILTRATION 0 NCJCMU ILLUSTRATIVE PURPOSES ONLY.SEE ANCHOR TYP.,SEE SEE ANCHOR NOTES TABLE A.SHEET 1 FOR EMBEDMENT: &TABLE A SHEET 1 ANCHOR NOTES& + TABLE A.SHEET 1 ALL APPROVED SEE TABLE A. (ALSO SEE TYP. SUBSTRATES. SHEETI] ILLUSTRATION,SHEET 9) ''':''•: "•• 1-1/4"MIN.EDGE DISTANCE DISTANCE:SEE �:` ' 3.SEE TABES 13, SHEETS 8-8 FOR TABLE A,SHEET 1 EMBEDMENT: V SEE TABLE A.— 3., : P-HOOK MOUNTING REQUIRED P-HOOK 28 EXTERIOR SHEET I ,',?:•;'_ •.:':, .: r` ADAPTER CONCJCMU AND P-HOOK A. ADAPT TYP.,SEE MOUNTING ADAPTER PHOOK WOOD ANCHOR TYP., P-HOOK M' " '� ANCHOR NOTES&TABLE ANCHOR QUANTITIES. SEE ANCHOR NOTES " 'f &TABLE A,SHEET 1 CONCRETE OR EMBEDMENT:SEE A.SHEET 1 ALSO SEE EXAMPLE CMU PER TABLE ON SHEET 9. (ALSO SEE TTP. E2.69TDGE IS A,SHEET 1 TABLE A SHEET 1 ILLUSTRATION,SHEET 9) ILLUSTRATION,SHEET 8) EDGE DISTANCE P-HOOK FOR USE WITH FLAT SILL RISERS ®P-HOOK FOR USE WITH FLAT SILL RISERS PARTS#18,#20,#22 OR#24, Jc PARTS#18,#20.#22 OR#24, WOOD INSTALLATION' EXTERIOR MOUNT SHOWN, CONCRETEICMU INSTALLATION INTERIOR MOUNT SHOWN. (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., P-HOOK MOUNTING SEE ANCHOR P-HOOK MOUNTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONCJCMU NOTE 4,SHEET 1; EMBEDMENT:SEE CMU PER TABLE ADAPTER SMS TABLE A SHEET 1 ANCHOR TYP.,SEE MIN.OF 3 THREADS TABLE A SHEET 1 ANCHOR TYP.,SEEANCHOR NOTES&TABLE BEYOND THE METAL ANCHOR NOTES A,SHEET 1 : • A,SHEET 1 SUBSTRATE 28 &TABLE A,SHEET 1 r. •:.:.:�:..;,.:::e.::! (ALSO SEE TYP. (ALSO SEE TYP. EMBEDMENT: ILLUSTRATION, SEE TABLE A, a.' ILLUSTRATION,SHEET 9) SHEET I 28 EMBEDMENT: SHEET 9) `t' ' ..:.;:•. �' SEE TABLE A, SHEET 1 DISTANCE:SEE 1-1f4"MIN.EDGE DISTANCE TABLE A,SHEET 1 30 0 P-HOOK SMS ANCHOR TYP., EXTEMOR P-HOOK CONCJCMU F_MRX)R SEE ANCHOR NOTES I I �ED5P +pprosee a com &TABLE A,SHEET 1 V ANCHOR A T SEE , � 6 �► (ALSO SEE TYP. ANCHOR NOTES&TABLE - oats 2.893°MIN. A,SHEET 1 2.893"MIN. NQA# ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE t0I s• ••• • • • • • •• ILLUSTRATION,SHEET 9) � • • • • • • • • EY ®P-HOOK FOR W1TI j BOXM I'IS&S:•i •• P-HOOK FOR USE WITH BOX SILL RISERS PARTS#19, *#R3 OR 112b• • • • i i ••. Kc PARTS#19,#21,#23 OR#25, `�.�apQ1y f'YNN M�� /4 METAL INSTALL 101 �EXT'ER10R CONCRETE INSTALLATION EXTERIOR ``�'�`.•�fcFN0j''... p (SEE TABLES 1A,2A&3A MINT (SEE TABLES 1A,2A&3A MOUNT FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY No.50705 '1 • ••• ••• ••: •s: •:• 1 so fdGrmfe a WCHAMMMSMEEr•• •• •• • • • • •• °"°�° •, r rc o S. rv, mn*F0fdboY�uv ANCHORAG;EDETAILS ^,:c.'• �ioRfo�* ' �' SERIES 770 ALUM.SGD-LM IMPACT roofrreo reoo aw.emam sorr u�aw � A.I.fblMMIW.ER.•t1.E. Jftf0%f4 c"" ••• • • • • ••• r. q 8QD7T# NTS 14 d 27 PQ701� A P.E.#58705 • • • • • • • • • • ••• • • • ••• • • CONFIG. EXAMPLES MAX.UNIT WIDTH IMAX.UNIT WIDTH MAX. NOM.PANEL WIDTH HEADER DETAIL A', DLO TYP.PER TABLES 1-3 INTERIOR SHEET 18;INSTALLATION WIDTH 1 DETAILS Aw'&'Ad, It EXTERIOR ' SHEETS 12&13 ' 80° jTABLES PANEL PANEL TYPE PANEL CORNER DETAIL'N2, TYPE AS' TYPE SHEET 19&CORNER A K ANCHORAGE SHEET 11 , MAX.UNIT MAX / / MAX. HEIGHT INTERLOCK DETAIL PANS- DLO PER M',SHEET 19 HEIGHT SEE HEIGHT TABLES EXTERIOR INTERIOR —NOTE 2 1-3 , JAMB ASSHEET L= 18;INSTALLATION DETAILS X X 'Gar&'Gd,SHEETS 12&13 SILL DETAIL'D',SHEET 18; 90° INSTALLATION DETAILS EXAMPLE:90°INSIDE CORNER,4 PANELS-)O/XX 'DW&'De,SHEETS 12&13 SILICONE BY OTHERS DLO WIDTH=NOM.PANEL WIDTH-7' DLO HEIGHT=DOOR UNIT HEIGHT-10.125" PANEL HEIGHT=DOOR UNIT HEIGHT-1.888° #8X1° #10 X 1-1/2" 0 PH SMS PH SMS 10 lip 4FProved m con agtY tis Flo Dace PANEL CORNER FRAME CORNER ROAN DE ml . • . • • . •• DETAIL s� NOTES: •• •i i i i i i•i •• ``��yv 1...NN 1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONEICURMIM A'9A4PPLMCABLE08EL�bP/ANCHOR TABLES,SHEETS 8.8 FOR MAX. �:?�•''�pEr�sF'C�F��''� PANEL HEIGHT AND WIDTH.SEE SHEETS 18&19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. 2)(1)LOCK(ITEMS 75&107.110)AT EACH LOCKSTILE,LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL. No.ya/Os 3)PLEASE SEE APPLICABLE ASTRAGAL&IN7RLQJV6COMEVI47IQ WER DJZ1f1i1CWQFbTABLES. • • • • • ='U J 0) SS ut IWMIS a rxrrmnu s nusager •i •• •• • • • • •• °wo�Qe� Is r TE a .. - sc Rmwep _Tromtr r; rDRW ANCHORAGE DETAILS/EXAMPLEELEVATIO ",i<,,.,Ft0R%dP• `:' n�ve.c~rr arzrs as ,,.5, ... • :�•. m V fi? n FL SERIES 770 ALUM.SGD-LM IMPACT '�,,9(�1'0��N 1- ems snro+� ia„c A L44 V A9& P.E. JR IWIW14 ems" ••• • • • • •• �� a gpp np NTS 15 d 22 PQT0180 A P EBt 8705 • •• ••• • • • :00.:• • • • • • •••••• 000 0 0 0 ••• 0 0 CONFIG. EXAMPLESINTERLOCK DETAIL FETORALL DETAILS ON THIS SHEET,SEE NOTES ON SHE16 �_'M',SHEET 19 OPERABLE JAMB DETAIL'OT,SHEET 18; –NY—INSTALLATION—INSTALLATION DETAILS'GW&'Gc',SHEETS 12&13 IXED JAMB DETAIL'GT, ASTRAGAL HEADER DETAIL W,SHEET HEADER DETAIL'A',SHEET 18; MAXJAMB DETAIL'G3',SHEET INSTALLATION DETAILS'AW&'Ad, A INSTALLATION DETAILS DLO SHEET 18;INSTALLATION DE7AILS'L1'& 18;INSTALLATION DETAILS WIDT DETAILS'GW&'Gd, L2,SHEET 19 'Ave&'Ac',SHEETS 12&13 SHEETS 12&13 Typ Gw&'Ge,SHEETS 12&13 il SHEETS 12&13 (� 90° EXTE R INTERIM PANEL PANEL PANEL PANEL PANEL PANEL INTERLOCK DETAIL TYPE TYPE TYPE TYPE PANEL PANEL TYPE TYPE 'M',SHEET 19 'R' '{,, 'p' 'A' ,A, TYPE TYPE 'K' MAX. � MAX. 'CS' 'QS 90°OUTSIDE CORNER NOM. / / UNIT / UNIT DETAIL N1',SHEET 19& PANEL HEIGHT SILL DETAIL NOM. HEIGHT / IDTH TYP, / PER D',SHEET / PANEL SEE TAPER BLES SHEET R ANCHORAGE MAX. p SEE TABLES 18. MAX I WIDTH TYP. NOTE 2, DLO NOTE 2, 1-3 DLO PER 1-3 , INTERIOR HEIGHT TABLES 1-3 SHEET 16 INSTALL HEIGHT TABLES 1-3 EXTERIOR SHEET 16 '✓ <n ,DW&roc;' M NOM.PANEL HSEEFRAME& X X X SHEETS 12 ulla XWIDTH TYP. � &13 , X PER TABLES MAX UNIT WIDTH SELL DE A L'D',SHEET 18;� MAX UNIT WIDTH 1-3 PANEL CORNER MAX.UNIT WIDTH CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS DETAILS SHEET 15 (2-TRACK) IW&'Dd,SHEETS 12&13 EXAMPLE:90°OUTSIDE CORNER-XXIXX(2-TRACK) JAMB DETAIL'11',SHEET 18; ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL V,SHEET 19 INSTALLATION DETAILS'W& L2,SHEET 19_\ ,^\ INTERLOCK DETAIL'M',SHEET 18 Id,SHEETS 12&13 - HEADER DETAIL kill JAMB DETAII'H2',SHEET P-HOOK DETAIL'X&W SHEET 'B',SHEET 18; 1 --% HEADER DETAIL'C,SHEET 18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'Jw, INSTALLATION JAMB DETAVIT,SHEET 18;INSTALLATION IK-18 INSTALLATION DETAILS 'Hw VW,SHEETS 12&13 Jc','Kw&'Kc',SHEET 14 DETAILS'BW&'Be, DET 14 &'Id,SHEETS 12&13 SHEETS 12&13 Cw&'Cc',SHEETS 12&13 MAX.UNIT WIDTH MAX.UNIT WIDTH PANEL PANEL PANEL PANEL i PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE I TYPE TYPE TYPE TYPE 'R, L, ,M, ,F i M, F 'P' MAX. MAX,UNIT NOM, '� i NOM. UNIT 1 / hPANEL h HEIGHT •pproradaatylegaNiBr "PPANEL ERT WIDTHTYP / WIDTHTYP. / PER p TABLES MAX, SEE PER g t SEE MAX PER TABLES N9AA 13 DLO •TABLES 1-1 a 1 DLO TABLES 1-3 1-3 1 e Pmd"a NOTE 2, • •• • • R,•• I OTE 2, HEIGHT SHEET 15 • • • • ••• • 1 SHEET 1a HEIGHT fly, • • •• • • • • 1''� O X •• ••i ••iX••• i ••• I X X X O .��ON.,.:Y�....ze^�i,� EXAMPLE:OXXXQ SLLI DET LV,SH T 18'l EXAMPLE:XXXO SILL DETAIL'F,SHEET 18; J 11n.58105 �'t (3-TRACK,RIGHT POOKET) 'IALLA�ION° �+L • (4-TRACK,BY-PASS) INSTALLATION DETAILS �. •—�- Evr~&Ec'6HEETS 1!&13 • F v&'Fd,SHEETS 12&13 ;.� �' Tt,9 R • •• •• • • • • •• oe�i '� O,�., s la62M a MOM 7W nnwwo EXAMPLE ELEVATIONS ';�,�.�5 Ftoa�o?:.I m W. 754—W �„y, , SERIES 770 ALUM.SGD-LM IMPACT _ eOlti�/�1. ar� A.Li 14Wo. P.E. JR 10N0/t4 a� •i• • • i • • oFiu7 8G16770 NTS 18 a 22 cera Pamlm A P"58705 • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE FlXED LocKSTILE ASTRAGAL ASTRAGAL ASTRAGAL. ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER INT CORNER EXT CORNER 135 INTERLOCK INTE.. 80X OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER 90 RECEIVER RECEIVER 86 RECEIVER STILE W!HANDLE BOX OUT BOX IN TYPES OUT IN BOX wlLxOUT W/HANDLE W/HANDLE WiHANDLE W/HANDLE WttiANDLE#118 8118 W/HANDLE1 WI HANDLE U #1 b'I #118 fl8'1 681 110 —rcmSINGLE INTEmm � F PP K TR TQ TC TA TV TW 1NOLIT TEK � B E P A C C /C SQ SC SA SV SW IN fawxovr (BQC9Q Fo�D � RR R S S FD FC FV FW cam own LOCKSTILE D M w�HANDIE reoxam cwxwl W LR PANEL NOTES: Box OUT WI HANDLE (BOXom 1.SEE DP TABLES 1-3,SHEETS 8-8 FOR PANEL ASTRAGAL SIZES&DESIGN PRESSURE. 11J IN J�/ QINTEMOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF J ItHANDLE (eoxa8 PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS ASTRAGAL 7' I I STILE `jam STILE AND ARE NOT AVAILABLE. {n BOX Our I V 3.Io°ASTRAGALS TO USE HEAVY-DUTY STILES l`o(m 0mO1fj (#811 CORNER RECEIVER(#118)AND EITHER ASTRAGAL T r i PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR(#118)OR INTERIOR(#120)CORNER LL1 BOX IN GJ APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS. J °o 4.135°ASTRAGALS TO USE HEAVY-DUTY STILES N INT goLQgc R RT Cl (1181)AND CORNER ADDON(1xs1} mr w CORNER SILL RISERS OPTIONS .232° 90 LOCKSTILE QT QS 232' RIOR W!HANDLE 6119 .082" a EXT C 18 CT CS 232` a • 4.066• W RECEIVER J . x306' W!HANDLE 2.666• WT CORNER 1.6877 ow 90RIV� AT AS DF w/HANDLE EXT CORNER 6Y18 RISEffCF tS•FL SH,1-17 LAT' GSILL LOW,2-RISER,FLAT OSILL MEDIUM,3414'T 24 SILL HIGH.,r FLAT 90 RECEIVER V .T50' ataompiyleitr�tia. EXT CORNER 1 ` T ` S i ,F 0�k 36RECEIYER V' y V .760"JIDR EXTERIOR .082° W/HANDLE #81 INT CORNER 1 � EXTERWR EXT�EtR,K)R oW N®A6 38 RECEIVER WT ��• Y 0M • • • i ••� I `Jj .082' 4.066" W!HANDLE • • 3• Sr • •• • • • • ••• • 082° 2.666" ! ••• ••• ••i ••• i • • 1687 y� EN3cQFp�: 19OSILL RISER.BOXI` O SILL RISER,BOX SILL RISER.BOX O SILL RISER,BOX ' ' p2* 21 LOW,2-1/2" MEDIUM,3-1/4° HIGH.4" ' 140.56705 ••• ••• ••• •• t 000 •• •• i NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 68 iT, so 18Ydb NMGE9TB •• • • • • •• PANEL TYPES roBp00NC ii'is`�� ••.... .t'��(?�. jnT SERIES 770 ALUM.SGD-LM IMPACT (84imso-sm a a-k ca�dvm +� A'tl''NI.A6f9dl�t.P.E. JR 00/14 a� ••• • • • • ••• 68 8 SGD•7ro NTS 17 a 22 P@iT0130 A P.E.6687a6 • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 000 • • ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) OR 81 106 106 FULL PANEL JAMS LENGTH - � - 14 108 FU JALEN MB LENGTH 14 107-1 17 60 OR 81 ® !�OR 81 6 2- ®B eD OR 81 18 6 G1 2 TRACK JAMB (SHOWN 6 SEE DETAIL G1 8"LONG CLIP#105 WITH FOR FIXED 113 106 W/RETAINER#108 OPERABLE 80 PANEL CLIP P MIDSPAN (SHOWN WITH PANEL) to-1 FIXED PANEL TO 1 K p SEE DETAIL G2 6 THE INTERIOR) �� 113 75 10- 103 FOR FIXED 6 t03 BOOR 81 n PANEL CLIP 14 16 6 ® 112 ® 18 17 810X.X 123 OF JB LENGTH 2 TRACK JAMB 2 TRACK JAMB �ExTERtO 13EXTEN 81 TI T O SJ R SMs,X 3 CLIP#80 OR#105 61 62 Wt SCREEN V 8"LONG WJ RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB ® so (SHOWN WITH (SHOWN WITH ®(SHOWN WITH 11 (SHOWN WITH Ia(SHOWN WITH MIDSPAN FIXED PANEL TO "`��OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) �EXIERI 60 OR 81 THE EXTERIOR) n EXT THE EXTERIOR) THE INTERIOR) V RIOR 2 112 1 3 4 48 4Q 6 913 6 113 6 52 61 89 EXTERIOR � EXTERIOR � ExTERM 63 MAL a a a ACK _ CK MAX.UNIT OPT.WN WITH SCREEN W2ACKWISCFRAME HEAD REEN ��TRMEE HEAD \,2/FRAME HEAD HEIGHT PER TRACK TABLES 1-3 63 69 so 89 EXTERIOR EXTERIOR 82 6172 0R 73 a 72 0R 73 a 72 OR 73 AtVPmvfd u gyp'%"'Ni f�► 4611 9 10 113 1t 11 ®' 48 a7 • 8 s9taadusQ-Pnodad E TERIOR 112 6 a • i • 1 i 1t3 Ry . .. . . . t! 6 N tYNN �i �2-TRACK W/SCREEN 3-TRACK 4 TRA `/FRAME SILL ffiFRAME SILL F FRAME SILL Np..8 J 05 •ITEM 81 SHOWN,ITEM 80 ALSO APPUCA 1ABLE9 • •• •• • • -3,SHEETS 6 8 FOR DP(PSF)ASSOCIA 1TILE. • • e • _ J 1 1S: 1j1 Sac lasre°'6 a 7►H8 ��, � VERTICAL SECTION DETAILS ��. •..Fto�t9?. 'Ci '� mVamogA.S427BF�x lowwJWQ4+ ISW SERIES 770 ALUM.SGD-L IMPACT �, A LYNN'tdlLiA P.E. ,8t 1Oit4 mrr •i• • i i • • •CST OF•NURLA38786 8<iD770 NTS 18 -22 PQT0930 A P.EA88M • •• •• • • • •• •• ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) f80 NTI E R 81 113 116 _ 28 26 7 � 113 63 63 11 27 28 27 103 82 111 83 80 OR 81 00 OR 61 60 OR 81 � 86 29 14 29 120 86 65 6 ,J��,, 80° EXTePoOR V EXTERIOR 111 62 EXTERIOR 111 62 EXTERIOR INTERI EXTEWOP-HOOK OR FLAT SIL ' INTERIOR ID J� (EXT ORFINT.MOUNT)LS �K EXT.MOUNTONLYP-HOOK FOR BOXSILLS Gj a 90° p� p� ,�,.� 80 OR 81 76 8107- 76 8107- 81 io� 6 Ila INTERLOCK 14 �"^J 113 7tXCTMEM D 60 81 81 118 6 113 �EXTERIOR113 113 103 119 D EXTERIOR 7 87 88 STAND INSIDE Lt WITH STANDARD STIES#00 WITH HEAVY-DUASTRAGAL#67 HEAVY-DUTY TY EGAL 3#61 N7 2 TRACK SHOWN 8 90*OUTSIDE CORNER ®2-TRACK SHOWN `ITEM 1 H (HEAVY-DUTY STILE)SHOWN,ITEM#80 EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE)ALSO (BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED APPLICABLE,SEE TABLES TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) 1-3,SHEETS 8-8 FOR DP (PSF)ASSOCIATED WITH STIES. 4 INTERIOR 31 Oq( 76 107- Q!NTEROR IWEMOR g 4 135° 8 11 FfforWn tdd�•MY�Bw4Mfh► 7P�) gj5° _ Gate 14 N1036100 BPAR76 107-1 1 ER r:',•'��r,6NSE '.C� 2-TRACK SHOWN Q' ®135°OUTSIDE CORNER =it: plo, i8'lO5 01 2-TRACK SHOWN••• ••• ••• ••• ••• `• • • • • • • 0" SC fOVNT016 A CHANt?E8TM8 • •• •• • • • • •• ..etuar %!1 to",531�: y✓� Nr toormrroF HORIZONTAL SECTION DETAILS,CORNERS :�Ot�� rtattto!*•';{�;� lsiiirw .VSVM FL 34V6 SERIES 770 ALUM.SGD-LM IMPACT � 6°eoe �� aeF dtYNN m18iHR p.E. ate,R a0 Iran ••• • • • • ••• �� ® gpp�p ATS 19 -22 PGT0130 A P.E.1t um Jit f0/t0%t4 • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • 0 • ••• • • Item POT POT# Descri tion Item PGT PGT# Description NOTES: ` 0w§.0 P own.# 1)ALL ALUMINUM=6083-T6 1 17308 817308 2-TRACK TEAM OUNDMUSEAL DURASEAL SPACER(COMPOSITE 2 17303 S17303 2-1RACK HEAD WITH SCREEN RAL 56 SEALANn0ESBnWg or CARDINAL X EDGE SPACER 2)ITEMS#33-39,57.59,66,78,84-99, 3 17309 817309 3-TRACK HEAD So 17326 817325 PANEL STILE 121&122 ARE NOT USED AND ARE 4 17312 617312 4•7RACK HEAD $I 17328 617326 PANEL SIDE(HEAVY DUTY) NOT PART OF THIS APPROVAL. 5 17314 8117314 FRAME SCREW COVER 02 17327 617327 INTERLOCK ADAPTOR 6 17317 817317 FRAME TB:AA 14AMS ADO4)N 03 1226 OM48 VINYL BULB WSW.-THIN(INSIDE INTERLOCK) 3)USE OF#12 OR#13 REQUIRES 7 17264 817304 2-TRACK SILL 84 1726 71729 SRL END WEATHERSTRIP PAD MIN.#10 SMS OR 3116"MASONRY 8 17261 817301 2-11RACK SILL WITH SCREEN RAIL 65 117328 817328 INTERLOCK SCREW C OVE R ANCHORS 0 24"MAX.O.C. 9 17301 617267 3.7RACK SILL 87 17329 817328 ASTRAGAL 10 VMO 617310 4-TRACK SILL 88 17339 817339 HEAVY DUTY ASTRAGAL 11 17313 817313 FRAME SILL TRACK INSERT 89 17326 617324 TOP&BOTTOM RAI. 12 17315 817315 FRAME SILL SCREEN ADDON(SEE NOTE 3) 70 17350 417380 WEATHERSTRIP EXTENSION(INJECTION MOLDED) 13 17318 617316 FRAME SILL SCREEN ENDAW40N(SEE NOTE 3) 71 1895 71895 i-1/P"XI-X3W HIGH FN SEAL DUST PLUGS 14 17305 817265 2-7RACK JAMB 72 8153 78153X TANDEM ST.STL ROLLER ASSY. 15 I"m 817262 2-1RACK JAMS WHH SCREEN RAI. 73 8153 78INN TANDEM NYLON ROLLER ASSY. 16 17.108 817308 3-TRACK JAMB 74 SILICONE DOW�899,DOW-05 OR GE 7700 17 17311 817311 4-TRACK JAMB 76 8186 761S5X GEMINI MORTICE 3-PLY DUAL LOCK WA.ONO TRIM PLATE 1S 17322 617322 SILL RISER-FLAT,FLUSH,1-U2' 78 7103210FPFX #1032 Xt'FL SS SCREW W/TYPE'F"THP 19 17319 017319 SILL RISER-BOT(FLUSH,1-HPC 77 7108239 1032 STEEL ZINC UNUT 20 17321 617321 SILL RISER-FLAT,LOW,2-1/Y 79 17357 817357 PIG BEAD 21 17318 817318 SILL RSR-BOY,LOW,2-1112" 80 17359 1 617359 7118"BEAD/FDNO PANEL CLP 22 17355 817355 SILL RISER-FLAT,MEDIUM,3-IW 61 17300 817360 9110"BEAD 23 17354 817354 SILL RISER-BOT(MEDIUM,3-114" 82 1724 OM47K VINYL BULB WEATHERSTRIP 24 17323 817323 SILL RISER-FLAT,HIGH,C 83 81745 1745 LOWE NKR,HZ"X 1/16"SOL SIDE ADH.TAPE,POLYETH. 26 17320 Of7320 SILL RISER-BOY,HIGH,4" 100 8262 48052 ROLLER ADJ HOLE PLUG 20 17333 817333 POCKETP4100K 101 72087 JAMB BUMPER 27 7070 87070 NEOPRENE BULB WSTP FOR P-HOOK 102 1=JB 71890 OUST PLUG 28 17334 817334 POCKET P-HOOK MOUNT 103 8188 781SOX 1'KEEPER 29 17326 817336 P-HOOKCOVER 104 853 IMMEP SCREENLOCKKEEPER 3017348 817348 POCKET P•4100K FOR BOXRISER 105 17344 817344 FTIEO PANEL CLIP-0'LONG 31 17378 817378 135 01RNER 108 17562 617352 FWD PANEL RETAINER-9118" 32 17378 817378 1135 FDEO MOUNT 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN ITEMS 4053 ARE SCREEN PARTS: 108 11740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE 40 4319 812266 SCREEN SIDE RAI.-LOCKSME 108 1731 7816MN HANDLE KIT-RECESSED INTERIOR WITH THUMB TURN 41 7LOCKWGSK SCHEN LOCKSET 110 1732 78178 HANDLE KR-RECESSED EXTERIOR PULL 42 41810 SCREEN KEEPER SPACER SET 111 71004PPSOAX 010 X31C PH.PN.TEK-S.S. 43 8152 OM52 SCREEN INTERLOCK ADAPTER 112 1235 67518 W TP,.270X.170-FIN SEAL 44 4426 64428 SCREEN DOUBLE INTERLOCK 113 1712 84088 .187"X.230'FNSEAL 45 4317 612256 SCREEN TDP RAS. 114 710X115PPX 610 X 1-U7 46 4318 817257 SCREEN LKOTTOM RAI. 115 7107PPT #10 X 1' 47 888 ISM STANDARD ROLLER 118 72=OX #14-20 X 1"S.S. •PP'�'�as-ml�R7Rn8�ft 48 680 78RAX STANDARD ROLLER-ST.STL 117 720XI12X #14-20X1-V2"S.S. nFbrmm Sawing 20 49 4344 84344 SCREEN ASTRAGAL 118 17338 817330 DEGREE CORNER RECEIVER NGAII 50 17349 817349 OXO SCREEN ASTRAGAL ADAPTER 119 17337 817337 90 DEGREE OUTSIDE CORNER ASTRAGAL 1 51 1� 81892 SCREEN SPLINE-.185 • 1PA 17388• 8117338 90 AGREE INSIDE CORNER ASTRAGAL 8Y 52 1094 81694 SCREEN SPLINE-.150' • • •• 1 817352 FDED PANEL RETAINER,7/� ,! 53 81818010 SCREEN GOTH 0 • ••• • `e l � • • • • r LENSF•'•.F�P �� 54 1726 1112 X4"X111(1'SET.BLOCM,NEOWIBNi 85++ • • • •• �i 65 1720 1'X4"X1118"SET.BLOCK NEOPRENE 85*/5 ..yr NOTES: _`'r mo.58705 _ 1)ALL ALUMINUM=6083-T8 • ••• ••• ••• ••• = •• 2)ITEMS#33.39,57-59,66,78,84-99,121'&1�ARE NOT USED,%ND ARfINOT PA F Ti�S APPROVAL. SC IQ!lnO1B A AMMM&SDaESPTOP •• •• • • 'C)ti�''•.�LORtr>P•' �� 's4aierPARTS LIST JJ 10/8/15 A (sbt)sllo teas SERIES 770 ALUM.SGD-LM IMPACT A.LYNN MILLER,P.E. 1018/1 &A* •:• • • • • rtrl�odt a �� A P.E.#88705 �T.OPAUn MOM SGO.7f0 NTS 20 22 PQ701� • •• •• • • • •• •• ••• • • • ••• • • 0.080° -� 1.872°uv � - 1.605° 1.211° - 0.087° i 0.081" 2" 0.081" 0.08 1O2-TRACK HEAD t0 4-TRACK SILL SCREEN (8083 T40 E B AL) (8083 T6 AL) (6063 JL 8.198° (80R3-T8 AL) 6.198" 8.628° 5'089" 0.080° 1.045' 1.211" 1,506° j- 1 0.082° 0.081" O2 2 TRACK HEAD W/SCREEN TRACK O3--TRACK SILL SCREEN (6063 T6 AL) (8083 T8 AL) 14 2-TRACK JAMS OTOP RAIL (8053 T8 AL) (6063-T8 AL) 2 TRACK JAMB W! 7.105° 6.221" 1fi SCREEN TRACK -T d.Oew (8083-T8 AL) 1.38" } 1.505° I 0.875° TT� I -A 1.211" 1.35" 0.082" 0.081° O 3-TRACK HEAD Q 2-TRACK SILL W/SCREEN TRACK 1- 0.081° SCREEN (6083 T8 AL) (6063T8 AL) QBOS E RAIL (84837T8 AL) 9.142" 0.051" 4.49" 0.080" 1.211" 1.505° 7.105" -i 9.141" 0.081" O4-TRACK HEAD O2-TRACK SILL (6083-TB AL) (8083 T6 AL) 1.614° 0.080° ae mpbtagwtod* 0.082° �� Qp 1.280" 0.532" 0.780+ MlrmlbeAe 0.080° • •1�15� i i O FRAME HEADIJAMB SCREEN ®�QAME�SIILSCRE�I• ••• FRAME SILL SCREEN • • • 13 NDADD-0N 18 3-TRACK JAMB e ADD-ON 1 11DD-0M• •• • • • (6083-T8 AL) (8063-T8 AL) (8083-T6 AL) (8083 T8 AI) c REQUIRES MIN.#10 SMS REQUIRES MIA.#10 S 3 17 4TRACK JAMB - - •• TA ORdM6°MA"IdRY••• ••• 80S3-T8 AL SEE SHEET 17 FOR SILL RISERS. •A11CHC�tS(a3 24" OAC! AN S 24"MAX.O.C. O( ) = cl : ` tJR f0/dR0f8 A OCHANM7MV&W8T • •• •• • • Y!_!_ a Wit,.•'•, F �t :'�`` • Yo„� EXTRUSIONS •.. •.,torac . `� ,. Dow �„y�, SERIES 770 ALUM.SGD-LM IMPACT ��7�V1�li`•" `� 1�laV14 aee" i• • • AFatmc ` ea.. a 22 PGTO130 - a LYt M4LAER a s caro NTS 21 A p•E•$ 0.7981 -ry 0.831 I 2.304° 3.�2' •--� 1 3.802' 0.752" 0.574° Q,ggg• 1.163"� 0.885" 0.082' Q 0.062" 0.082' FRAME SILL 0.075• ,P-HOOK MOUNTING 0.233' -HOOK SCREW GM SCREW COVER t1 TRACK OP-HOOK 28ADAPTOR OCOVER Q,O80^ O P-HOOK FOR BOX RISER {8083-T8 AL) (6083 T6 AL) {6063 T6 AL) (6083-T8 AL) (8063-T8 AL) (6063-T6 AL) FL= 4" 155° 4" 2.30 1.486° 0.080" 1.739° 0.830' 0.062' 1.600 0.133° 1.600 0.082° 1.303° •0 ' 1.870" 1.888° 018° 0.325" 2C 3.125° 3.126" 0,062" LOCK INTERLOCK ER 31 135°CORNO135*FIXED MOUNT O STANDARD STILE 81 HEAVY DUTY STILE 82 ADINTERLOCK OSCREW COVER (8063 T6 AL)) (808606 3 T8 AL) (6063-T6 AL) (8083-T8 AL) (6063-T6 AL) (8083-T6 AL) 3.979" 3.879° I•+•- 4.125° 1.050° 1.050° 150° (+- J0.075° 1.845 0.075° 1.845" 0.082° 1.301 289" .811° .4POW" ::;9 0.125 0.281° 3.25" 045°GLAZING 7116'GLAZING 9118"GLAZING O STANDARD ASTRAGAL HEAVY DUTY ASTRAGAL O TOP/BOTTOM RAIL O� OBDU FIXED 81 BEAD (6083 TS AL) ' (�83-T8 AL) (8083 T8 AL) (8063T6 AL) PANEL CLIP (8083 TB AL) (6083-T6 AL) 1.003° 1.03° 4" 5.621" Q'757a � 0.080° 0.050" +i[ 106 FD(ED room atrifb PANEL CLIP 0.709" 2.893" '0.1331.498° 0.133° (6063-T8 AL) 1.498" �m- O.OW l a .550" 0.8631+- • • 0.709" 123 FIXED PANEL •i ••i i i i i b.821° 4" III - RETAINER.7/8" • • • • i i • •• 720 90°INSIDE CORNER ASTRAGAL 0.080' -.IIS- (8083 T8 AL) Sei6° • • t 9 �f}°OUTSIDE CORNER ASTRAGAL (6063-T6 AL) (8083-T8 AL) 108 FIXED PANEL 118 90°CORNER RECEIVER No.511705 _ (6063-T6 AL)116° • (8QQhT6 AL)•:• •• ••: • • • • 0 � 8C tBRYlot6 A txtAAtDE87tAB3ftEFT • • •• •• •• • • •• %©.'•. ST rPoo HOW S J. 4(/ t0f07ectA+w.aortawvE EXTRUSIONS MVRWARS4278 7me �S.''••...... SERIES 770 ALUM.SGD-LM IMPACT 1V ewaft a s"re �"^�+� u�c A.L`tI WIL(Ak P.E. JR OW144 nmx • • i i i hurts �iD 770 MTS 22 d 22 POT0130 A RE.A 56705 • •• •• • • • •• •• ••• • • • ••• • •