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WS-14-220Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 206710 Permit Number: WS -2 -14 -220 Inspection Date: April 29, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: CLEEK, RONALD Work Classification: Window /Door Replacement Job Address: 882 NE 97 Street Miami Shores, FL Project: <NONE> Contractor: ARENAS CONSTRUCTION Buildina Department Comments V�TTMill ,1i1TTi Parcel Number 1132060142700 Phone: (305)300 -3103 REPLACE 23 WINDOWS AND 3 DOORS Infractio Passed Comments INSPECTOR COMMENTS True Inspector Comments Passed] Failed _E:1 Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 April 29, 2014 Page 1 of 1 emmia E. M. Mora - Architect, Inc. April 2, 2014 Miami Shores Village Hall Building Department 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 RE: 882 Northeast 87th Street Miami Shores, Florida Door and window wood blocking substitution Permit IRIS -1420 Gentlemen: This letter shall serve as clarification that the specified 1 x 4 pressure treated wood blocking can be substituted wkh a 2 x 4 pressure treated wood buck along the perimeter of the doors and windows. The "Tapcons" anchoring and securing the 2 x 4 p.t. wood buck shall be 3/16" x 4" inches long with a minimum embedment of 2" into the cbs block. The spacing and remaining balance of anchor dimensions shall be as per the Miami Dade County Building Department notice of acceptance (NOA's) for the doors and windows on this project. We trust this clarifies the issue of the wood dimension and requirement specifications. If additional information is required, please do not hesitate to contact us. Sincerely yours, of Eusebio M. Mora Fl Lic #00011732 C.c. Ron Cleek 8752 Southwest 143rd Street• Palmetto Bay, Fl. • 305.235.7500 • moraarch@bellsouth.net n l A JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 1/23/2014 EXPIRATION DATE: 1/23/2016 PERSON: ARENAS JORGE G FEIN: 650679129 BUSINESS NAME AND ADDRESS: ARENAS CONSTRUCTION INC 889 NE 97 STREET MIAMI FL 33138 SCOPES OF BUSINESS OR TRADE: LICENSED BUILDING CONTRACTOR Pursuant to Chapter 440.05(14), F.S., an officer of a corporatlon who elects exemption from this chapter by fft a certificate of election under this section may not recover beneffts or compensation under this Chapter. PurSant to Chapter 440. 05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt Pursuart to Chapter 440.06(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation ff. at any time after the filing of the notice or the issuance of the c erificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a oertilicate. The department shall revoke a DFS- F2-DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07 -12 QUESTIONS? (850)413 -1W9 h I>o A1 "' CERTIFICATE OF LIABILITY INSURANCE ° "'�( 022/03/11=1Y"Y"' 4 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 INSU RED, the poitcypes) must be endorsed. K SUBROGATION IS WANED, subject to the terms and conditions of the pollcy, certain policies may► require an endorsement. A staternerd on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Discount Insurance Network 801 N.E. 125 Street North Miami, FL 33161 Phone (305) 899 -8755 Fax MM 909 -7098 Mcr Homan Olivera PHONE (305) 899 -8755 FAX No • (X5) 909-70M SM&SM, ftumnoe801 @grred.com INSUR S AFFORDING COVERAGE "Co INSURER A: Accident Insurance Company, Inc INSURED Arenas Construction Inc 889 Ne 97 St. Miami Shores, FL 33138 INSURER 8: 02/032014 INSURER C: EACH OCCURRENCE INSURER D: DAMAGE STO RENTED nco INSURER E: MED EKP (Any one parson $ 5,000.00 PERSONAL a ADV INJURY GOVERAGES 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 MAYBE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE POLICY NUt�ER POLICY EFF POLICY EXP LIMITS A GENERAL LIABILITY © COMMERCIAL GENERAL LIABILITY ❑ ❑ CLAIMS-MADE © OCCUR ❑ 20140117 02/032014 02/032015 EACH OCCURRENCE $ 1,000,000.00 DAMAGE STO RENTED nco $ 100,000.00 MED EKP (Any one parson $ 5,000.00 PERSONAL a ADV INJURY $ 1,000,OOD.00 ❑ GENERAL AGGREGATE $ 2 OOD OD0.00 GEN'L AGGREGATE LIMIT APPLIES PER: 0 POLICY ❑ PRO- ❑ LOC PRODUCTS - COMP/OP AGG $ 2,000,000.00 Deductible $ 1,000.00 AUTOMOBILE LIABILITY ❑ ANY AUTO ❑ AUT OWNED ❑ AUTOS F-1 HIRIDAUTQS ❑ A NON-OWNED ❑ fl eB .IfINGLE LIMIT $ BODILY INJURY (Per person) $ BODILY INJURY (Per acddent $ a AMAGE $ $ ❑ UMBRELLA LIAR ❑ OCCUR ❑ EXCESS LIAB ❑ CI AIM&MADE EACH OCCURRENCE $ AGGREGATE $ ❑ DED 0 RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? y1(fy enadatory I Ni H) El DESCRIPTION OF OPERATIONS below NIA WCSTATU- R EL EACH ACCDENT $ EL DISEASE - EA EMPLOYE $ EL DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (Attach ACORD 101, Addso" Remarim Schedule, I more space M requhad) General Contractor. GEKIIML;ATE Mt WftK CANCELLATION MIAMI SHORES VILLAGE 10050 NE 2 AVE MIAMI SHORES, FL 33138 ACORD 25 (201010 QF SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE VYILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. rIry-.P 7r�.11:7Z_?a`i7_yPi� Heman Olives ©1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD I Miami Shores 5-S CE7VEITTIC"'), Building Department FED o 6 F814 2-1 10 p q 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BY:: INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No. PERMIT APPLICATION Master Permit No. FBC 20 Permit T : BUILDING OWNER: Name (Fee Simple Titleholder): Address: �Q -Q IV 15 C? 7 iC./., V ROOFING 'd 4C.ArkV/ cl1 City: MIAMI -S � Q lZ F, 9 State: Tenant/Lessee Name: P Email: A." *JOB ADDRESS:. 94 Cf 4.) r '017 T/-\ J J_ City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: 1/:34 0 /g ,1700 Is the Building Historically Designated: Yes a NO Flood Zone: -3:3 /36- p n / l�% G CONTRACTOR: Company Name:/, 1T y45 c© °i S -rje L/C' t l ® V ME Phone #;$0 �� 1 Address: e e ? � 9 % & S City: M / A M / S&P_ State: Zip: '73 2 / 3_d_ Qualifier Name "�Mcze4g; C.. ��`�1� -S Phone#• 0 n 23'1 State Certification or Registration #: CDC- OTT g) Certificate of Competency #: Contact Phone#: Email Address: ,,n DESIGNER: Architect/Engineer: 9 ! r 1 M (D �14 /I 'AC O � i M/C.Phone#3 QC,9 -3-5 7-6— Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: DAddition / OAlteration O /New 21 epair/Replace ODemolition Description of Work: ! '— / / j� �,_l�'. U % AI LOS \ A 'y) ('Q LA�n a Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) /V 1 Bonding Company's Address City State Mortgage Lender's Name (if applicable) AM Mortgage Lender's Address City State Zip 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of comme cement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is plssued. In t absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. I �( Signature_ j� J� c�,Owner or Agent The foregoing instrument was ac owledged efore me this day of ot1- , 20&.- by 4' .- who is personally known to me or who has produced [ L4& �ytl&4. OVtG�M'� As identification and who cDd take an oath. — NOTARY My Commission APPROVED BY � y QAITCUOnAPMAnd AYWIMId �a Notary Public, State of Florida 1 Commissilong EE 107495 My comm. expires June 28, 20' (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15109) V Contractor �f tThhe fore oing strument was acknow ged before me this7` of , 20_ ; by G" �/ 1s ersonally known tome o i h as produces J r�� 1 "0 as identification and who did take an oath. v % Plans Examiner -- NOTARY PUBLIC: Sign: t/ r Co .$§��Faru V'4 r�°�"`q� Notary Public State of Florida �% Joanna M Feliciano Zoning Structural Review Clerk Miami shores Village Building Department RECEIPT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PERMIT #: I jb! t4 'Z2 (—) DATE: I I (NAME) o C9ntractor ardwner o Architect Picked up se of plans and (other) Address: 61 C C)rCg Fe— icCv -3 % From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: (Signature) PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 FEBUARY 6, 2014 Permit No: WS14 -220 Building Critique Review Door jamb detail on sheet A -1 is for a wood door. Product approval provided is for aluminum doors. Ismael Naranjo Building Official Plan review Is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, replace them with new revised sheets and place behind the most current page. NOA No. 12-007.21 ZMAratba DaW. Much 2014 112 Approval Date: March 299, 2012 Page 1 Lawson Indashim Ind NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS L -Manufacturer's die drawings and sections. 2. Drawing No. L3200 -0801, Sheets 1 tbrough 7 of 7, titled "Series: 3200 Outswing Impact Casement Window", dated 07/27/08, with revision A dated 01/20/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS (AM suhniffied wider lens NON . ®.08) 1. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 along with marked -up drawings and installation diagram of a- series 3200 outswmg aluminum casement window, X confi . 'on, w/5/1 6' am lama glass w/PVB laminate by DuPont, Test Report No. HETI4M- 2099A, dated 07/10/08, signed and sear 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 series 3200 outswing aluminum ca neat window, X configuration, w/5 /16" am lami glass w/PVB laminate by DuPont, Test Report No. HETI408-2099B, dated 07- /10108, signed and sealed by Candido F. Foist, P.E. 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Libading per FBC, TAS 203 -94 along with marked -up drawings and-installation diagram-of a series 3200 outswing aluminum casement window, X configuration, w /5 /16" am lami glass w/PVB laminate by Solutia, Test Report No. HET14M -2100, dated 07/10/08, signed and sealed by Candido F. Pont, P.E.' 4. Test marts on: 1) Large Missile Imp Tea p iL FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of a series 3200 outswing aluminum cascoza window, X cziffigutation, w 15 1l6" HS lami glass w/PVB laminate by Solutia, Test Report No. HETI 408 -2101, dated 07/10/08, signed and sear by Candido F. Font, P.E. 8. Test repent on 1) Uniform. Static Air Pr Tcst, Loading per FBC TAS 202 -94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w /5 /16" HS lami glass w /SGP tmiude by DuPont, Test Report No. 2102A, domed 07/10/08, signed and sealed by Candido F. Font, P.E. Man P.E. -Pmdwd miner N ©A No. 12- 0127.21 Expimfim Date: March 04, 2014 Approval Dates March 29, 2012 E -1 Lawson Induustries..Inc. NOTICE OF ACCEPTANCE* EVIDENCE SUBMITTED B. TESTS (AN submbed mder preuaus NOA 1 182OW) 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 and installation diagram of a series 3200 outswing aluminum casement-window, XX configuration, w /5 /16" HS lami glass w /SGP laminate by DuPont, Test Report No. BET14W2102B, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 7. Test r Ort on:. 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 along with marked -up drawings and installation diagram of a series 3200 outswing atmi"= . « ,.XX n, w/5/16" HS lanai. glass w/SGP laminate by DuPont, Test Report No. H1-08-2097A, dated 07-10/08, signed and sealed by Candido F. Font, P.E. 8. Test report 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 series 3200 outswing alumirninx t wmdow, XX configurWom w/5116" HS lami glass %VSGP laminate by DuPont, Test Report No. HM4W2097B, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 9. Test report on: 1) Uniform Static .fir Prcmsmc Tel, LoMing per FBC TAS 202 -94 along with marked --up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w /5116" HS lami glass w /SGP lamupte by DuPont, Test Report Ncx - 8<2103A, deftd 07/10/08, siped and sealed by Candido F. Font, P.E. 10. Test reports on: l) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Preom Loaft per FBC, TAS 203 -94 along with marked up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w /5/16" HS lami glass w/SGP larnwaft by DuPont Test Repott No. - -213 07110/09, mgned and sealed by Candido F. Font, P.B. 11. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2)0 yclic NNW Pressure Loadmg per FBC, TAS 203 -94 along with - markedrup.drawings.and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, W /5 /16" ann. lami glass w/PVB laminate by Soles, Test Report No. TI- 2184, dowd 07/10/08, sipedand sealed by Candido F. Font, P.E. mannel Verqrfti� Prodset Control Exia0fir NOA No. 22-0127.21 Expiration Date: March 04, 2414 Approval Date: M {areh 29, 2012 E -2 Li n Indusifti Inc. NOTICE OF A,CCEIIANCE: EVIDENCE SUBMI'I°I`ED B. TES'1'S (Aft =hmftd mider pmviomsNYOA #08.1020.08) 12. Test reports on: l) 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 series 3200 outswing aluminum casement window, XX configuration, w/5/16" am Iami glass w/PVB laminate by SolutK Test Report No. H 4)&2105, daW 07/10/08, signed and Wiled by Candido F. Font, P.E. 13. Test reports on: l) Large Missile Impact Test per FBC, TAS 201 -94 - 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with ma cd drab& and instaRatim diagram of serm 3200 outswing . aluminum casement window, XX configuration, w /5/16" HS lami glass w/PVB laminate by Soluda, Test Report No. HET1 2106, dated 07/10108, signed and sear by Candido F. Font, P.E. 14. 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 ed-up duvw4agis and in&allafion diq&= of a series 3200 Outswitxg aluminum casement window, XX configuration, w/7 /16" am lami glass w/PVB laminate by Solutia, Test Report No. HM4W2125, dam 07/10108, sigma and sealed by Candido F. Font, P.E. 15. Test reports on: l) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 along with ed-up drawings and inswllation diagram of a series 3200 outswing aluminum caseinent window, OX configu on, WS /161' US lam w /SOP laminate by DuPont, Test Report No. HETI418- 2131A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. 16. Test rqxrx1s 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 series 3200 outswing aluminum casemetit window, OX configur iax, WSW' H-S Is" glace w /SGP laminate by DuPont, Test Report No. HETI -08- 2131B, dated 07 /10/08, signed and sealed by Candido F. Font, P.E. C. CALCUTATION'S 1. Anchor verification calculations and structural analysis, complying with FBC 2004, prepared by manufacturer, dated 10/01/08 and 01/30 /09, signed and scaled by Thomas J. Sotos, P.E. 2. Glazing complies with ASTM E1300 -98. Alan P P.E. PrO4Wt Control L N ©A No. 12-0127.21 Expiration Date: March 04, 2014 Apgrovai Marc ", 2012 E -3 lawsou IWusWM Inc. NOTICE OF ACCEPTANCE: �C� �NII�D D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERL41 4 CATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGla@ Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Accepw" No. I 1--M24 .01 is=d to E.I. DuPeat MNemaoun & Co., Inc. for their "DuPont ButaciteO PVB Interlayer" dated 09/08/11, expiring on 12111 /16. 3. Notice of Acceptance No. 11 -0325.05 issued to Soluntia, Inc. for their "Sa kx and VA I"a dear aid 'CQUr try " did 05105111, expiring on OS/21116 F. STATEMENTS 1. Statement IMa of co ixffiance=, comoying wig -2010, - Jmmy 25, 2012, signed and sealed by Thomas J. Sotos, F.E. 2. Statement letter of no financial interest, dated October 1, 2008, signed and sealed by J. Sots, P.E. (S'ubrnftd wider previous NOA No. 08-1620.08) G. OTEM- US 1. Notice of Acceptance No. 08- 1020.08, issued to Lawson Industries, Inc. for their Series 3200 Outswing Aluminum Casement Window - L.M.I:; approved on 03/04/09 and expiringan 03/04/14. oe Manuel Product Control er NBA No. IU127.21 Expiration Dote: March 04, 2014 Approval Date: March 29, 2012 E -4 ANCHORS (A) 3 AT FRAME HEAD = 3 AT FRAME SILL (D) S AT EA. FRAME J J 7 1] V iD fST. A DIgT�FgpL��q, �DNIAL ---+i V/S�1COgE AMD ARE V /7• . WVA1U11D.E AS OPTIONAL. W W FRAME I H °X" EVATION (LIMPED TO LOANS ON SET 8 OF 7) "XO" ELEVATION — (LDNITED TO LOAN ONE reversed!) 6OF7) (UNITED TO LOADS ON SHUT 8 OF 7) "en el ?J 4 . SERIES-32 00 OUTS.NG CASEMENT I4PAC WINDOW APPROVED EIEVATIQNS 1.) THIS WBNDOM SYSTEM 1S DESIGNED AND TES7SD TO COMPLY WPPH THE RBQUMMWM OF THE 2010 FLOR)iDpAp k§U LOM CODE INCLUDING HIGH VELOCITY 18C9'A DOt NO? RBQl1IR6 1SOO -1� PRODUCT 18 IMPACT B.) 1X Or B X WOOD BUCKS SHALL BE INS'T'ALLED AND ANCHORED SO THAT THE BUILDING 1 1S THE SUPERIMPOSED LOADS IN ACCORDANCE WITH REQUIREMENTS OF X10 F.B.C. & 70 SR REVIRM BY BUILOVIC OS'PNCIAL S.) ANCHORS BROWN ABOVE ARE AS PER TEST UNITS. ON CENTER (o.C.y ANCHOR SPACINOS WILL VARY WITH UNIT DIMENSIONS, AND THB iNOMBER OF ANCHORS REQUIRED. AS SPA ON THE LOAD TABLES AT MIKETS O & 8, 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THE DRAWING -S ARE TO BE ENGINEERED ON A SITE SPECIFIC RAM. UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUDDING 0MCIAI. O.) SHE SHEEP 03 FOR BILL OF MATERIALS AND DETAILS. e.) SEE SHEEP & 8 FOR O/AZINO DETAILS & OPTIONS AND CRAMS FOR MAX. DEMON PRESSURES . 7.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PPMSURE TREATED AND ANCHORED (BY OTHERS). PRIOR TO WINDOW INSTALI ATiON. (SEE SHUT y2 FOR DETAIL & NOTES) 8.) MATERIALS INCLUDBIG BUT NOT I.[M= TO STEEL SCREWS. THAT COMB INTO CONTACT WWH OTHER DISSIMILAR MAT(GfIA48 SHALL Eta 'THE pttIReMeN7S OF 2010 FLORIDA BUILDING CODE SECTION 2009 8.4 AIyD /OR OECTibN 2328.$ 9.) Err- & INNT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ MIJCONE 10.) FRAME SILL ANCHOR CLIPS TO 8E MEASURED FROM DINE INSIDE !NOME OF THE WINDOW POW AND TO 9H LOCATED WITHIN A + - 118" TOLERANCE. TOTAL OF ANCHORS REQUIRED AiSILL TO HE THE SAME AS FRAME E W. I1.) SEE SHUT B 4 OF 10 FOR FLANOE PERIVEM CAULK/ #WALLATION DETAIL Z) W. & INT. FALSE COLONIAL MUMPINS ARE OPTIONAL & AND ARE APPLIED W/ 9ILTCONS WHEN Ty@ OAP �..8T17@RN THE WINDOW PRAME AND 741@ BUCK OR MASONRY 19 1 M 'FIDE A /w. BRDNB ASS NOT REQUIRED. ANCHb S NOTE: ANCHOR$ TO RE 012 $qS OR VD. SCREWS INTO WOOD, OR 1/4• TAPCIINS or APPROVED CONC.PASTENERS INTO CONC., WITH A MINDRDI OF 1 1/41 PENETRATION INTO VOID CIR CONC. (11CFER TO LOAD TABLES FOR QUANTITIES 4COUIRED) EST. A UIT, FALSE CMENIAL RUNT ARE APPLED V/ E%!,W PTlGIA1.. PROuuc%% %u;VABBD awDDODoIe nwmft s wPH��U45 '33109 N. Raw Series: 3200 Outswing Impact Casement Window �"O' N AM GENERAL NOTES & APPROVED ELEVATIONS (X. XX. XO or OX) 1/4' TAPCONS V/ ms¢ 1 1/4' MIN. CONC. EMBEDMENT STUCCD :b ° A INTERIOR — GLASS O ,o,—ALL P.T. WOOD BUCKS ENGINEERED SEPARATELY 6 TO BE REVIEWED BLDG. OFFICIAL (TYP • n t a• ' METAL LATH ;) ° &'STUCCO (BY OTHERS) t 1/4' MAIL EXTERIOR GRADE - PERIMETER CAULKI BY OTHERS / (TYP. EXT. GRAS - 1/4• MAK y' PERIM. CAId�KING SHIM KR GRADE- - ::,:�3 PERIM CAIAKI40 (TYP. (TYP. 6 a*: stuccoP „� CBY OTHERS � � . r 24 • a C ; •° e , IUO� t a` .R, „� a ;� •+v a 4 44 • A �� , .jam' A• _.� 3t4' MST ' NIM THE CAP BB1'R/W TBB MINDOW FRNB AND THE BUCK OR 400M 18 00 THAN 1/0', BUOY ARE NOT REQUOM ANCHORS TO BE 912 SMS OR VA SCREWS INTO WOOD, at 114' TAPCONS or APPROVED CONC, FASTENERS INTO COQ., WITH A MINIMUM [IF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR OWMITITIES REQUIRED) # 14 SM. or VD. SCREW V/ 1 1 /4' MIN, VOOD EMBED STUCCO —� (BY OTHERS) 2x WOOD % BUCK (TYP.) ALL WOOD FRAMING ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. OFFICIAL (TYP.) INTEIWR BLEK (TYP.) Mi. GRAC E--/ (TYP.) Ix or 2X —,, P.T. WD. BUCK b ALL WOOn BUCKS ENGBERED SEPARATE B TO BE REVIEWED 4 BLDG. OFFICIAL (TYP.) 49 ItAMi tl4 2X VOOD BUCK ANCHMD TO CONC TO BE P.T. (TYP.) MAK SPACE k91,91 ar s e, aw0.1Km sea b w 2010 F �� 11�� F F ON aAa i6 i-S6 ey NIC77Qt8A OF 0&VJ17' MdtplBDY MID 9JAC8 Q +) •* Rao E'Ewr Chm M4 CX&~ N To” P OF N. 8300 Series: 3200 OUtewing Impact Casement Window N. am "Mmm, VERTICAL CROSS-SECTIONS. DETAILS Bt NOTES �O♦ Ti�b A - � __ F.eam mf.� 9t °inmM"/ "'�' 13800 -0801 �' e � o PERIMETER CAULKING WOOD BUCKS 4EERED SEPARATELY BE REV3EVED cr IAL (TYP4 — PERIMETER CAULKING EXTERIOR 21 12 16 d• 13 ASS o 43 • � e I /4•, OPERAM V9 TAPCOM 14 51 • •9 �42 IN9'ER10R •d 47 17 21 1 is WHEN THB DAP BSTtIZEN THE WINDOW FRAYR AND THR DUCK OR NRY IS LOW THAN 1/8 -. OM AM NOT MWRED. ANCHORS NOTE: ANCHORS TO BE ME SKS OR VD. SCREWS INTO VDDD. aR 1/4' TAPCONS Or APPROVED COME.. FASTENERS INTO CONE., WITH A MINIMUM IIF 1 1/4• PENETRATION INTO WMD OR CaNc. (REFER 10 LOAD TABLES FDR QUANTITIES REQUWD) 01 0 INTERIOR 23 STUCCO (BY OTHERS) O'4� ALL WODD BUCKS ENGINEERED SEPARATELY eB Ymnitiy>t,$ WKh tBO F6r� RsV1d��CdFs 4 BLM OFFICIAL (TYP.) 12 18 7. j F •. • 21 17 DI c ASS c 4 OPERABLE -' � +TAPGL y ,y. 51 14 o 1 17 ALL WOOD BUCKS ENGINEERED SEP ATELY & TO BE REVIEWED BY BLDG- OFFICIAL (TYP.) Ps S�JSTA IMNPOMT LOADS IND. 1 /0• ►Y11C PERIMETER CAULKM 21 vrp"Mu O'4� ALL WODD BUCKS ENGINEERED SEPARATELY eB Ymnitiy>t,$ WKh tBO F6r� RsV1d��CdFs 4 BLM OFFICIAL (TYP.) 7. j F •. • 21 17 DI c ii INTERIOR 17 1 ALL WODD BUCKS ENGINEERED SEPARATELY eB Ymnitiy>t,$ WKh tBO F6r� RsV1d��CdFs 6 TO BE REVIEWED BLM OFFICIAL (TYP.) we---vtoh ( p' �fYYT9Er!'1?a'72 LA WS ON PH ft i M-8560 chm w.+a na saowmWe Amt eNww.It � P Series: 3200 Outswing Impact Casement Window OF N, BRIM olufte HORIZONTAL. CROSS-SB. 0US. DETAILS & NOTES ae. N •'� S$ Qe 04 soxp. r.� A smw w•a■w �-o, � Ili -DBal °� a oa 7 EXT. GRADE BACK BEDDING w MULLION TYPE, SIZE AAW MAX. DESIGN � PRESSURE LIMITATIONS. 8 X POST TO BE APPLIED BEHIND LA -118 OF FIXED. CASEMENT WIN W, OR at7aYS 4063 -T6 ALUMRNUM L -3002 U-1 15 WINDOW FLANGE BY FRAME S U. 8f L -3002 LO-1 15 -898 AS RECD. INSTALLER CTYPJ L -3002 LD -•118 FACE CAULK FRAME AMB -LATCH SIDE 2X WIC BY OTFSAS CTYR) 2 BUCK (T '0 L -3004 LD -119 2 VENT BOTTOM RAIL R1l63 -TB ALUMRAUM D• L0 -119 2 VENT Std RA11 -MNGE 811 X083 -T8 ALUMNNM L -3004 ; �" ,t ' 2 VENT $09 RAIL-LATCH SIDE d. L -3003 WINDOW FRAME AS REWO. IN- (x!63 -T8 ALUWJUM! L -3008 LB -111 1 X ANO' OR -• 1,063 -TB ALUM"ALUAIBIUM (3- L. EXT. GRADE RACK REDD: LD -113 ^ +. EXT, GRADE PERIMETER 70 BE APPLIED BEHIND D:'• Ui -1708 CAULKING NOT BY WINDOW FLANGE BY .�' f•• •' 'LAWSON INDUSTRIES', INSTALLER (TYP,) • ,• ra• .,�,� TO BE APPLIED BY SM -5731 ,' +: ✓" OTHERS (TYPO "- ALL WOOD BUCKS ENGINEERED SEPARATELY WOOD ,, 8 TO BE REVIEWED BLDG, OFFICIAL (TYP.) 9 12 SAS. or WD. SCREW ;;�: W/ 1 1/4' NUN. WOOD EMIED OEM 4 EXTERIOR GRADE STUCCO OR EXTERIOR FINISH 9• h'+. �; PERIMETER (;R% HULKING BY OTHERS (TYPa : °k "�'J� METAL ATM, STUCCO l`1J} 1 Y AND EXHRIOR GRAN MME PERLM_>+:'i'ER CAULK D ,STATE. 2 - . sMEr.QT - .Al f%W rtS �- \ NddD FR'AAb� IN5TAT.LATION I},� SEE MULLION APPROVALS FOR 0>%I•"I MULLION TYPE, SIZE AAW MAX. DESIGN � PRESSURE LIMITATIONS. BIIDd&g THE LOWER PRESSURES LA -118 OF FIXED. CASEMENT WIN W, OR at7aYS .� •t .>:•+t• ^8.. h. },•r t2 S.M.B. % 1 1/4' L .h • "t °,t •$,•,rapt sEEE EI.E\C I'0R SPACING ,ld' ay 4 v DI AN= AiTE1RNATE ANnHORING AT SILL MCI LON ATTACHMENT DET n OR LAWSON tIitBSt 8200 CASEMENT WRMW — DILL OF MATMUALS LOST 9 DWG, M0. PART' NO. QUANTITY DESCRIPITON. BBMARxs L -3001 LA -118 1 FRAME MEAD 4063 -T6 ALUMRNUM L -3002 U-1 15 1 FRAME S U. i=3-T6 AIA WNUM L -3002 LO-1 15 2 FRAME -HINGE S� 11083 -TS ALUMINUM L -3002 LD -•118 2 FRAME AMB -LATCH SIDE ift3 -T6 ALUMINUM L -3004 LI -119 2 VENT TO* RAIL (083 -TB A]1lmftM L -3004 LD -119 2 VENT BOTTOM RAIL R1l63 -TB ALUMRAUM L -3004 L0 -119 2 VENT Std RA11 -MNGE 811 X083 -T8 ALUMNNM L -3004 LU -119 2 VENT $09 RAIL-LATCH SIDE e003 -TB ALUMINUM L -3003 LB-118 AS REWO. IN- (x!63 -T8 ALUWJUM! L -3008 LB -111 1 X ANO' OR FRAME SILL ANCHOR CUP 1,063 -TB ALUM"ALUAIBIUM (3- L. L-3= LD -113 AS REO'0. FIXED UtE MOUNTING BitACCET 0033-76 AL WIUM (3" L. -3010 Ui -1708 AS REW. GLAZING SEAR - 8/16' eow-T0 ALUM14UM L -7531 L -7831 AS RHO?. GLAZING BEAD OILe VNUYL I "•vt VNYL SM -5731 AS REOD, GLAZING SEALANT - S t. +OCHE "- 4-3012 U -110 AS 40. WE4THE41WIPM - FRAME/VENT PY_C VINYL L -3011 U3- 133 AS 00'0. OLAZWO LIW 11118" IPM. /WSUL 6003 -T8 ALUMINUM L -3013 12 CORNER 1(EY PER FRAME a A. —'3013 8 CORNER KEY PER VEND' 1; 3013 - 4 X POST CORNER KEY PER IN -!4t 8 FRAME ABSEM�Y SC0 *S TO X t" PH SPAS 8 VENT AS EMBL7 SCt>2Wi 10 % 1 1/4" PH S1t1S -2-X- VENT 4 BAR W HINGES - ITS. & H.D. • 2 X VF;NT 4 BAR 4g• FRNDES - STD. & H.O. AS REI)D+ HINGE MOUNTING SCRE'A. #10 X 1/2- P.H./PHIL B 1 X VENT VENT OP(AATOR - OW. or SIHOLE " 4/ OP'R. OPERATi',.1 MOLOMA 9„fIEWS 010 X 3/4- F.H /PHIL SDI 1/ OPFR. STAtNLMS STEEL -C" "ACK 2/ TRi:4 TRACK M, -ATNG SCREIRS d4 K 1/2' F.M. &M. SDS 1/ OPERATOR STUD BRACKET CONNECTOR • 2/ BRR(�KBT STUD BRACXET SCRW I X 1/2" F.H. HIL. SOS i/ VVY LOCKING WANDLE • 2/ LO „H LOCk HANME MOUNT8IR• $CREWS #10 -32 X 3/8- UGH MS 1/ VB LOCGNO MULTI -POINT Re / I X LOCK 4W TIE BAR Nfh„ON OWO 2 X OA9E NYLON 0W�M MOUNTING SCREWS i!5 X 1' PH./PHtL B 1/ LOCK KEEPER $t. STEEL) 2/ KEEPER KEEPER WAINTU� CG SCREWS L -3014 4 SNUBBER 483 -T8 ALUMINUM SNUBRER INSMIATIONSCREINS #8 X 1/2” PH SIRS • 2010 YBC ,pS}NUBBB/EjR CR IN LfA �9/ � 1f l I `i/ SWUM! 4933156 1�1�. V�V�.G. 7� PH ft ( i18-am pAAY/AIL7&tl1di1 !b :• AAtTp/NdM I/AtBOb6 AND O/189 tmp`k9 Pao Pad Odom hat tbbyerY> Psfq/Na4a JbM RWwna N �•b» N FSeirles: 3200 Qutswing Impact Casement Window BILL. OF MAT88UIS LIST AND DETAILS am `a4 a! 32M _ ° IiJ - .01 AaNnI wa1..r , -Q�I Qeua 4 OF I 6/1 TAMBUTIM MASS LY' to — TM a tear OM MM DO= esa 1 VD• ANNEALED GLASS e 0AW PVD Nam .ATEA OUPW QR OuLuTw 3 1/6• AATQ:ALED TA.ASB 16' Ls A MASS coo TM rI N — tDai 829CU N DMML I VB• IR:AT- STWOff HED SAM @ ooD@• PV@ WTERLAYER MUM a VD• HrAr- Sr 12 � s 14 GL ING ITE Lemfnated r.._._.... - -- - - - - - -- -._... _.. . - C ' _- __- 3ZOQNrIQactt�rrtet�tiN6ldoar _- Co11g afton: "X" (� X16° p - -- -ize Ct1IN - - -- VIII-- -- •Dt�h -- In chorD VA• IAOULATED AIR BPAa . HeaOSM Janib 12 18.128 2 2 ft 13 18.178 M 2 3 IR 14 701126 MOW 2 4 M 16 181 83 - 2 8 19 181128 74 5 2 8 88, 23b 1 28 1 3 1 2 68 M 218 1 3L378 1 3 1 3 b8. I 48 I o - C MW I MMMON W HEAT-ST ROM= DLASS cam @ , AM $0, @i1MATM OW MT OSW PVD tWERLATF1e MUM a Ve• HEAT- StRENMIT= RLASS asm I�I A PAU M_ D a° 1 c 7Sl * IV . r . t 1 Mc as a "M • e I . . Y . I . jJ1Ai PIP, a,3 u v � •w ae.•I 83 " MUMMUM D/ QMM AEQM M WA MM AW Dd188 MW Q„, arom ArM aeeu Aran 06j-P AyarAen fa A>ratal�a Ar OF �4' O o ft N. MW °°6 1-/a Series: 3200 Outswing Impact Casement Window o '�'°' �" L eaAao /ie !�$ GLASS & DP CHAItlS AND GLAZDdG DEPAIL3 FOR °X° UNITS fieO °�,0 R.."rw AMP A aces " A.pw» 0T IA-," """*- MM -6801 °"O a oT T ru GL /16 8It'i 14 ITE ire• AWALEO a.AM R OSW PVD tWERLATF1e MUM 16 o,v - VS• WXALE0 GLASS A VA• IAOULATED AIR BPAa s VS• AID@'ALES MASS not D TM Do" 9/16° laminated ;.'. 1 am, NOWALED MAU a'� ksguaiMMEMM 0A9C PvH MM AM =MIA owl 18 13 a ana• IaaK"D DLAes :S W PAU M_ D a° 1 c 7Sl * IV . r . t 1 Mc as a "M • e I . . Y . I . jJ1Ai PIP, a,3 u v � •w ae.•I 83 " MUMMUM D/ QMM AEQM M WA MM AW Dd188 MW Q„, arom ArM aeeu Aran 06j-P AyarAen fa A>ratal�a Ar OF �4' O o ft N. MW °°6 1-/a Series: 3200 Outswing Impact Casement Window o '�'°' �" L eaAao /ie !�$ GLASS & DP CHAItlS AND GLAZDdG DEPAIL3 FOR °X° UNITS fieO °�,0 R.."rw AMP A aces " A.pw» 0T IA-," """*- MM -6801 °"O a oT T ru D680MM 08TAIL 1 .va• wam I ire• AWALEO a.AM R OSW PVD tWERLATF1e MUM a VS• WXALE0 GLASS A VA• IAOULATED AIR BPAa s VS• AID@'ALES MASS PAU M_ D a° 1 c 7Sl * IV . r . t 1 Mc as a "M • e I . . Y . I . jJ1Ai PIP, a,3 u v � •w ae.•I 83 " MUMMUM D/ QMM AEQM M WA MM AW Dd188 MW Q„, arom ArM aeeu Aran 06j-P AyarAen fa A>ratal�a Ar OF �4' O o ft N. MW °°6 1-/a Series: 3200 Outswing Impact Casement Window o '�'°' �" L eaAao /ie !�$ GLASS & DP CHAItlS AND GLAZDdG DEPAIL3 FOR °X° UNITS fieO °�,0 R.."rw AMP A aces " A.pw» 0T IA-," """*- MM -6801 °"O a oT T 18 LANINATBD IAMBS A IF= DRKZPMN � nB, & 1 VW ANNEALED M ASS D D.A90• PVB STTE11LAYER DR01/T a1� D 118• ANKALED GLASS 5/1 s - LAMINATED - rr= DBBCSUTM pgrAp, - 1 1/B' NEAT4TDENO{TEE$D 0.A8S S OAW PVB I... .AYER S9LUTIA AD1t 3 1/S' WAT- ETRENGNTEK GL.ASE 1 8" LOINATED GLASS Lit - am 1 8/16• NOMA.SO GLASS amm 09�A' I IM HEAT- STBSNONT NED D am SOP I1 -11YER DDPQetT 3 IIB' FD:AT- El'REN61tTp$B GLASS GLASS 7/1 LAMINATED 17' 11 - 4 D "aDI J. ' 1 8/16• NOMA.SO GLASS 8 QA90' PVB 1N MAYER SL TIA W ANNEALED MAN 3 I 8H6• ANWALEB GLADE 11 8 - "MAUD GUAM g "aDI DBSCIe"M I uBAAO. aµ• 1 W ANNEALED MAN B WW PVD INTEa.AYER SOLIITIA 3 1/8' ED GLASS 4 V4• IM"TED AW SPACE 9BW D t/8' ASNEALED GLARE 12 L -.:--= 6f8t118Q1N�dWilll *,,/NI16 1 "W "X0►'ar"Or &WATela"Gle� Bf18 ft -M ffir OM-80 7H8°Al> Clew 1fWM=W Y1 Iiea�D .�111b r ?- +_ x! 37 2e 4 2 700 Tao D lad Tao aza Tao Tao Tao 730 23 a 38376 4 3 70.0 7QO 70.0 73.0 710 820 700 73.0 790 73.0 24 37 81X826 4 4 700 7a0 71X0 Tao 7a0 820 70.0 73.0 700 730 32 63 03 03 4 2 M0 770.0 �o ' �o �o �0 7�0 7�ao 7 0 Tao 8/18° Laminated 33 83.126 378 4 3 Tao 700 700 750 7ULD 82.0 lad 73.0 1 790 740 34 S&IM WES 4 4 700 70.0 70.0 7a0 70.0 620 740 750 744 I 730 48 35 85128 03 4______4 710 71X0 700 750 740 820 740 73,0 700 740 *IN51TC 74 8 2 74O 70.0 70.0 750 70.0 82:0 700 78.0 70.0 7a 74 376 8 3 0 70.0 700 730 710 820 70.0 7a0 7Q0 750 DL/ 74 80. 6 8 4 740 70.0 700 73,0 70.0 820 7Q0 750 71 0 MS 74 83 4 7a0 710 700 750 70.0 820 70.0 73.0 710 0 3020 3s 24 4 2 7n0 7aD 7D,0 740 0 82,0 7a 0 lad 73.0 3030 38 4 3 70.0 7Q0 700 73.0 710 82o 70.0 73.0 7QO 750 3040 38 48 4 4 0 70.0 710 790 820 7a0 73,0 740 730 3C 33 80 4 700 70.0 710 7a0 7Q0 820 710 73.0 .70,0 75 4030 4 d C 70.0 730 740 . Wa- 700 73.0 70:0 750 7/10' Laminatad 4 30 710 71X0 750 700 820 71X0 730 7Q0 750 4040 48 4 4 700 7Q0 700 lad 7Q0 820 710 730 700 750 96 93 40b0 80 4 4 700 70.6 7Q0 750 7Q0 820 0 740 740 so ao 24 B z 7QO 710 0 730 Tao std 7QO 7aa 700 Tao 8000 8J 38 B 3 70G 70.0 700 7a 0 820 70.0 0 704 0 8040 B 4 700 7Q0 71X0 .730 70.0 820 .710 740 7Q0 730 8080 80 B 4 70A 740 0 0 71X0 820 700 730 700 730 80� 72 •24 8 2 71X,0 7QO 740 " 740 71X0 820 70.0 730 700 740 6030 36 6 3 70.0 0 750 Tao 700 .82.0 70.0 750 700 7aO 94 $1 8040 8 4 700 700 740 7a0 7Q0 B20 740 730 p 750 8080 60 6 4 71X0 700 700 730 700 820 790 730 70.0 730 9/16 GLA 1TE 11/18' LBmbated/lnsalated GLAZING OPTION DETAILS MOMOTRINAUND tuaaaaN allo - DDOD EIS r BS® A to C m w 2016 MC LA WS ON �(�8 -BStiO 3 • ty !G� GP muff stmssrs,uw oaASB vom i O.aw �m ^" tome Alan MpEwp 6wtq/Atelw Aywnw N ArWm N T6 OF �+y °'"°°B" N. HIM °°`` m Series: 3200 Outswing Impact Casement Window O P,.'�� 0n a wA AV IL GLASS At DP CHARTS AND GLAZING DETAILS FOR 'A- OX -RO° UNFl9 DA � ��0?° _ A "�p1 d NT�a"' D-treN -Gt " a° ' I- 8 at: r .Soo 0 VRAM HEAD L -0001 6063 -TB ALUMINUM 2 3 4 FRAME BILL / JAMB L -3408 _ 6063 -TB ALUMINUM ao78 FRA a� L-SOD? 6083 -T5 o,s77 1Q FRAW SUd. ANQdOR L -0006 6083 -T8 ALUMINUM 0. 0.070 a7 12 GLAZING BEAD 8/16' Laminated L -8010 or L -Wo 6063 --TS ALUMINUM 0.391 ®FRAME IN -POST RAIL L -3003 6063 -TB ALUMINUM .062 S 8 7 8 VENT RAIL. 1-_O 4 6063 -T6 ALUMINUM BfiEAtt PLATS 8.340 ALUMINUM .27 LALUMMI' UM SINUS= 8003 -TS ALUMINIUM CLIP 494 11 FWD IM MOUNTING BRACIW 970 L -sm OA94 8083 -78 ALUMINUM .478 16 GLAZING BRAD ® GLAZING BEAD 11/18° laaulated/Lamtnated 7/16° Laminated L-3011 or LII-133 L -0009 or M -109 6063 -TS ALUMINUM 8063 -TS ALUMINUM o.91s o I 0.050 0.886 115 Be 0.6 A. A. . x/ Y CMS IR CLUSTER TYPICAL) RAW age —SEE MULLION APPROVALS FOR MULLION TYPE, SIZE ANa MAX. DESIGN PRESSURE LIMITATIONS. MM' THE LOWER PRESSURES OF FO(ED, CASEMENT WINDOW OR MULL SHALL GOVERN SHIN J/4' dMX. / 12 S.M.S. X 1 1/4° L. hhl) IE ELEV. FOR SPACING 1. ALL STEEL IN CONTACT WITH ALUM, TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: (STEEL OR ALUM, 1/8° MIN. THICK) A) STEEL : Fy > 36 KSI MIN. B) ALUMINUM : 6063 -T5 MIN. SRO�TER , 'aiB WINDOW FRAME METAL STRUCTURE ATTACHMENT DETAIL• � AY MUIR �® MIAMI-LADE COUNTY CT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND RE Y() 05 SW 26 Shut, Room 208 AFFAIRS Q%RA) Miami, Florida 33175 -2474 BOARD AND CODE ADNIEUB RATION DIVISION PIT 15 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) Lawson Industrles, Inc. 8501 NW 90 Street Medley, FL 33166 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 area where allowed by the Authority Having Jurisdiction (AHd). 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 duality assurance; purposes. if this product or material fails to perform in the accepted mammr, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity hurricane Zone. DESCRIPTION: Series' 0 (Fiaage Framer Alwminurn Her3aont a l Sliding Window — Lmi. APPROVAL DOCUMENT: Drawing No. Li1700 mi, titled "Hs4no Horizontal Rolling Flange Impact Window", shuts 1 through 10 of 10, dated 05/30 /09 with revision A dated 01/25/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, 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 heAGT RATING: Lame and Still Missile imps Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless other noted herein. RENEWAL of this NOA mall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. I)MMATION of this NOA will occur alter the expiration date or if there has been a revision or change in the materials, use, and/or mane& ct um of the product or proem. Misuse of this NOA as an Qndorsement 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. AD : The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. V any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA N 118705.10 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. fl 11, 2.17 Racpiratlon Date: April 11, 2017 Approval Date: March 29, 2012 -311 `llr2 Page 1 Lawson Induddes, Inc. NOTICE OF ACCEIANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No L89004901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09 with revision A dated 01/25/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 2022 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203.94 6) Forced Entry Test, per. FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4,1/2,1/4 and 1/3,1/3,1/3) configuration, prepared, by Hurricane Engineering & Testing, Inc., Test Reports No.'s: HETI --10 -3047, HETI -10 -3048, HETI -10 -30499 HETI 10- 30491, HETI -10- 30509 HETI -10 -30511 BETI -10 -3052% HETI 10 3053, HETI -10 -3056, SETI -10- 30579 HETI -10 -31301, HETI 10 3131, AETI -10 -32239 HETI -10 -3224, HET -10- 3225, HETI 10.3226 and HETI- 10- 3251, dated 11/09/10,03/23/11 and 04/25/11, signed and sealed by Candido F. Font, P.E. and Rafael E. Droz-Seda, P.E. (Submitted wukrprev&um NOA No. LI- 4705.10) 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) 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 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s DTI 08 -2033, HETI -08 -20340 HETI - 08 - 2035, EIN - 08 - 2036, HETI - 08 - 2037, HETI - 08 - 20389 HETI-08 -2116A and HETI48-- 2116B9 dated 07/28/08, all signed and sealed by Caaa&do F. Font, P. E. (Submitted under previous NOA Na 09-0706.05) Manue • e Product Control- Ez mi r NOA No. 1U .08. Expiration Dates April 11, 2017 Approval Date: March 29, 2012 L -1 Dr �Kr.I„r is � rr►`s_ =, -7-r�; s�r'v .r� nu GLM .yy3: �ia' - arm ^'']1' LOW= 1 118' WAT- STREME9ma m- 2 aW PLASTIC INTMAYOI --I- Oaw' ..I �TaC1TH wa Sy: •TAA�Oxr 8 ILITACITE PVS Sy+'mWDXT• 1 1 'SILHW aPTIDIN% gmv emba tO an e TgeePO > G& fL SEPTA EXTERIOR 1' � TO BE PAM OR PLATED. nu GLM .yy3: �ia' - arm ^'']1' LOW= 1 118' WAT- STREME9ma m- 2 aW PLASTIC INTMAYOI --I- Oaw' ..I �TaC1TH wa Sy: •TAA�Oxr 8 t/S' WAT-STIe/INITENE gLM6 ILITACITE PVS Sy+'mWDXT• 1 1 'SILHW aPTIDIN% gmv emba tO an e TgeePO > G& fL SEPTA EXTERIOR 1' � TO BE PAM OR PLATED. 0 8101 .yy3: �ia' - 4) STEEL .; Fy = 36 KSH to. s IAYWY2 1 VS' H6'AT- STREN6IR090 MASS PVS Sr 'mroOr ild v x ILITACITE PVS Sy+'mWDXT• 1 1 'SILHW aPTIDIN% gmv emba tO an e TgeePO > G& fL SEPTA VNIVIATED EXTERIOR 1' � TO BE PAM OR PLATED. UL-L-- 8101 OLDS (OX 4) STEEL .; Fy = 36 KSH to. — MEND. 1 L l IAYWY2 1 VS' H6'AT- STREN6IR090 MASS PVS Sr 'mroOr S WWI PLASTIC WTERLATER 3 I/B' WAT- STRUCITWII RAM 4 l 3 VNIVIATED EXTERIOR 1' � TO BE PAM OR PLATED. UL-L-- 8101 OLDS (OX 4) STEEL .; Fy = 36 KSH to. — MEND. 1 L l IAYWY2 1 VS' H6'AT- STREN6IR090 MASS PVS Sr 'mroOr S WWI PLASTIC WTERLATER 3 I/B' WAT- STRUCITWII RAM 4 MC INKILATED All PC 3 S t0 AS n CLAIM 011 FRAME FXD JAMB W VOMD " VITH GLASS TYPES V. C. IN III INSTALLED AIVVE 31FT. W THE HVM THE 64 EXTMWR LITE SILL K Tt:TOMIL a tstIMHaH MWH.LmM X to X 314' SAM SEE NUWpH APPROVALS FOR FLAT HEAD. PHILLIPL WHlI� MOM TYPE. �2E AND NAtf. (SEB EL£VAT" AT SHEET $2 OESDN PRESSURE L04tTATIgJB. FOR VAX FAQ SPACM MR 0.078 - MIN. THICK) (ALUM. TABLES FOR OUANTITY> EXTERIOR 04ETF CAULKIMS .' %H.IOOW FRAME EXTERIOR 2 FRAME =1010 DETAIL NOTE: THE LOWER MEMO= OF THE WINDOW OR MULL SHALL OOYOIN 4- MAIL 0 12 S.DAL X 1. 1 /4- L. SHIM ( SUMTON AT SKEET 02 RIOR RJR MAL FASIDMBR SPAMOD ETER -J L MOM FRAME NOM- wf —8- FXANGE MANE WINDOW U.L EXTERIOR 1' � TO BE PAM OR PLATED. 2. METAL STRICTURES; ISO. 4) STEEL .; Fy = 36 KSH to. REMARKS (STEEL to OA, km THICK - 0.00 L -7703 0) ALUUMM : 6064 -TS MW. ® (AWN. 0.078' MW. "wx) METAL STRUCTURE ATTACHMENT DER It —8- FXANGE MANE WINDOW U.L OF MATERIMS $ PART / ISO. BSSCSIPMN REMARKS 1 L -7703 I FRAM HEAD 6063 -76 ALUMINUM e L-9701 I FRAME SILL 6063 -76 ALUMINUM 3 L -7701 1 FRAME FXD JAMB 6063 -TG ALUMINUM 4 L -7784 I FRAME FIXED MEETING RAIL 6063 -76 ALUMINUM S L -7705 1 VENT MEETING RAIL 6063 -T6 ALUMINUM 6 L -7707 1 VENT T13PA30TTON RAIL 6063 -76 ALUMINUM 7 L -8703 1 FRAM VENT JAMB 6063 -T6 ALUMINUM 8 L -7706 t VENT JAMB LATCH RAIL 6063 -T6 ALUMINUM 9 L-970B I FRAME SILL TRACK 6063 -T5 ALUMINUM 10 L -8703 1 FRAME SILL RETAINIMO CLIP 6063 -T3 ALU U M 11 L -7708 AS RE0-D. GLAZIMO BEAD t 3/8' ) 6063-75 ALUMINUM IS FS -006 AS REDID. I FRAME: ASSEMBLY SCREW$ 08 X 3/41 PH PHBJ.IPS t3 FS-040 AS REDA I INSTALLATIINM SCREWS 614 SMS Fl!./PHIL. 14 L -7831 As RECD. VINYL BULB 1/4• DIAL SRAB 03033 15 PVS-OD3 AS REWIL FIN SEAL WEATHERSTRIP .187' • x 43V h 16 PVS -008 AS REDO. Flat SEAL WEATHERSTRIP 107• e x .340' h 17 PVS -009 AS RECD. FIN SEAL WEATHERSTRIP .187• r x .310' h 18 L -7711 AS 191l'D. GLAZING BEAD t INSULATED) 6063 -1`5 ALUMINUM 19 1 PVB—w1 AS REG-IL PILE —09LAZM BEAD -187- - x .M V h e0 L -8706 AS R96% SILL RISER ADAPTER 6063-79 ALUM.- OPTIONAL et L -7339 a iVENT EXTRUDED SPROffi LATCH 6069 -TS ALUMINUM ee MC- 057 -1 a VENT MLDED SPRIAM LATCH MOLDED NYLON e3 L -75e3 1 it LATCH LATCH SPRIND STAINLESS STEEL e4 e B SILL /JAMS JOINT CMKET 1/16- CLOSED CELL FOAM eS FS -041 8 SILL RAIL ASSEMBLY SCREW 00 x e 1/41 PJHAPHIL. 26.1 i HC -044 -1 a WEEP FLAP 6 BAFFLE r 242 HC- 1 X VEEP OPEN CELL FOAM PAD - I&" x 1/e- X I' L e7 HC -040 -1 a SASH ROLLER 6 HOUSING x SO HC-M6 -1 1 SCREEN FRAME It MESH ■ 89 x 1 ATTACHMENT SCREW 8 CLIP OB X S /8- SJLL 30 HC -058-1 a VENT SWEEP LATCH NOLOED DriCM 31 NC -059 -1 a VENT SWEEP LATCH DIE FAST (FETAL 32 L -8M X Archor FRAM SILL ANCHOR CLIP 6063 -15 AUDMI M 33 e a LAMINATED GLASS Sse DetoOe B L.H. of sheet 9 34 x AS REWD. GLAZING SILICRME See Details 0 LJH. OF sheet 9 35 OPTWMAL AS REM COLONIAL FALSE IIUNTIN ALUMINUM 36 SM-$ AS Rt(; D. JOINT SEALANT a 37 X AS REDT. PERIMETER ACRYLIC CALLA I USI POLYSEAMSEAL +: V Y Aj it C Lawson Industries. iUuc. NOTICE OF ACCEPTANCE: EVIDENCE SUBM1HTED B. TESTS (coxrwusn) 3. Test reports on: l) Air Infrluration Teat, 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 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s IrTL -3"7, M-3099 and M, -3364, dated 12l06l01,12111/01 and 01/28/002, all signed and sealed by Luis Antonio Figueredo, P. E. (SubmNed wader NOA No. 02-0205) C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC-201 0, prepared by manufacturer, dated 05128/09, revised on 07/10 and updated on 01125/12, signed and pled by Thomas J. Sotos, P. E. L Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA,). E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 11- 0624.01 issued to EX DuPont DeNemours & Co., Inc. for their "DuPont Butaeeite@ PVB Interlayer" dated 09/08/11, expiring on 12/11/16. L Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflez and Vanes clear and color interlayers" dated 05/05/11, expiring on 05121116. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, dates January 25, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Stat ment letter of no financial interest, dated May 20, 2010, signed and sealed by Thomas J. Sotos, P.E. G. OTHERS 1. Notice of Acceptance No. 11-0705.10, issued to Lawson Industries, Inc. for their Series "HS -8700 Flange" Aluminum Horizontal Sliding Window - L.M.I., approved an 09/08/11 and expiring on 04!11!12. —;OMAU�AAA� Manae Pe Product Control NOA No. 12 -Q1 .108 Expiration Date: April 11, 2017 Approval Date- March 29, 2012 E -2 DESIGN LOAD CAPAWYCM)9 -XOX WMIDOWS with Equal Lfte !/3- !/3 -!/3 4 +/ - Pressures ( PNIM812E # Jamb Anchors # H 8t 8 Anchors Glass T "B" Glass T "G" 2) Glass Type "D" GlaBS "8° 3 Glass T "F" 3 Glass T "G" 1N ®1N HE + - + t t - + +pd eo 24 3 7 80.0 �.0 80.0 80.0 75.0 85.0 75.0 52.0 620 65.0 75.0 72 24 3 9 �.0 80.0 80.0 80.0 75.0 65.0 75.0 520 52.0 65.0 7 .0 84 24 3 9 80.0 80.0 80.0 80.0 ge5.0 75.0 65.0 75. 520 520 85.0. 75.0 $ c 60 36 3 7 70.0 75.0 70.0 75.0 75.0 85.0 75.0 52.0 52 0 .0 75.0 72 36 3 9 70.0 75.0 70.0 75.0 75.0 65.0 75.0 52.0 52.0 85.0 750 84 38 3 9 - 520 52.0 . 76.0 65.0 75.0 52.0 52.0 65.0 75.0 € 60 48 4 7 - 52.0 52.0 85.0 76.0 95.0 75. 52.11 52.0 8510 75.0 � 72 48 4 9 - 620 520 65.0 75.0 85.0 75.0 52.0 52.0 65.0 75.0 84 48 4 9 - 620 620 65.0 75.0 65.0 75.0 52.0 62.0 65.0 75.0 , 60 60 6 7 - 520 52.0 65.0 76.0 65.0 75.0 520 52.0 .0 7510 & 72 60 5 9 - - 520 620 65.0 76.0 85.0 75.0 52.0 52.0 85.0 75.0 84 60 5 9 620 520 65.0 76.0 86.0 75.0 620 62.0 66.0 -76-T- 63.126 28 3 6 80.0 80.0 $0.0 80.0 65.0. 7.0 86.0 75.0 62.0 520 A 75.0 e 53.125 38.375 4 6 80.0 80.0 80.0 W.0 85,0 75,0 65.0 75.0 52.0 62.0 65.0 76.0 84 53.125 50.825 4 8 70.0 75.0 70.0 76.0 65.0 75.0 65.0 76.0 52.0 620 No 76.0 53.125 68 5 6 520 520 85.0 75.0 65.0 75.0 52.0 620 (%.0 76.0 53.125 63 5 6 - - 520 520 65.0 75.0 65.0 75.0 520 62.0 65.0 76.0 74 25 3 9 80.0 80.0 80.0 80.0 85,0 75.0 65.0 70 52. 520 7. 74 38.376 4 9 52.0 52.0 85.0 75.0 85.0 75.0 5213 52.0 E.0 76. 74 50.826 4 9 520 52.0 85.0 .75.0 65.0 75.0 52.0 520 86.0 76.0 . 74 58 5 9 520 SIC 65.0 75.0 65.0 75.0 52.0 62.0 65.0 75.0 74 83 5 9 - - 52.0 520 65.0 75.0 65.0 75.0 52.0 52.0 63.0 75.0 79.5 28 3 9 80.0 80.0 60.0 80.0 65.0 76.0 65.0 75.0 520 52,0 65.0 75.0 Jill 79.6 38.375 4 9 70.0 76.0 52.0 52.0 65.0 75.0 ' 65.0 75.0 52.0 ab 85.0 75.0 1 1' 79.5 60.826 4 9 - - 62.0 520 65.0 76.0 85.0 75.0 52.0 62.0 65.0 76. � 79.5 68 5 9 - - 620 620 65.0 76.0 85.0 75.0 --52-6- 62.0 85.0 76.0 79.5 63 5 9 - - 520 520 65.0 76.0 (5.0 75.0 52.0 62.0 66.0 76.0 84 28 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 76.0 620 62C 86.0 75.0 $ ,� 84 38.376 4 9 70.0 75.0 620 62.0 65.0 75.0 65.0 75.0 62.0 62.0 66.0 76.0 84 60.625 4 9 520 52. --9.-0--76-.0 65.0 75.0 520 52C, B5.0 76.0 84 58 5 9 520 620 85.0 75.0 65.0 75.0 52 C �.0 76.0 ' 84 63 5 9 - 520 520 65.0 75.0 65.0 1 75.0 520 52.0 65.0 75.0 Notes I.) SEX SHXRT 9 FOR oLA w wpm DETAILS & BILIooNX OPTIONS. 8.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (%R MWS WIT![ OIA88 TYPES "A. B. C. & D") S.) BILL WPM RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP WITH oLASS TYPES °X. & F' AND +80.0 DP MAIL ADDP80NAL ANCHORS REQUIRED AT FRAME HEAD 8t BILL ON WWOWS WITH DP ABOVE 70.0. (SEX ELEVATION AT BNEST 2 OF 10) 4.) WINDOWS WITH MASS TYPE "A. C. OR 0" MTALLED ABOVE SOFT. IN THE HVH2. THE I.O. EnMOR I= SHALL RE TEMPERED. \' \ �� Ell, A � SILL RISER -OPTIONAL t C APPLIED WITH S[UC�JE I t FOR DP ABMfE +70.0 PSF 6 +90.0 DP MAX) m �Wgyjst te°. NOTES .01 im 1 RaPFR To tR3EET E OR 10 FOR INSTALLATION ANCHOR DSIAIL4 AND NOTEN. 8 P08 VEtTIC%L CHM- SECTION DETAILS A. At, D. & f0" XMIR TO SHRE'T P S F08 HORIZONTAL CfORM -�T1ON DETAES `CL D. & r ROPER TO SHEET ®4 4 RRFBR TO SHMIT 8 OF 10 FOR DESION LOAD CHARTS AND NOTE& A I B 9 NOTES .01 im 1 RaPFR To tR3EET E OR 10 FOR INSTALLATION ANCHOR DSIAIL4 AND NOTEN. 8 P08 VEtTIC%L CHM- SECTION DETAILS A. At, D. & f0" XMIR TO SHRE'T P S F08 HORIZONTAL CfORM -�T1ON DETAES `CL D. & r ROPER TO SHEET ®4 4 RRFBR TO SHMIT 8 OF 10 FOR DESION LOAD CHARTS AND NOTE& A LR RXdX -Equal Late (1/3- i,/3 -1 /3) f) wm TO SHEET E OF 10 FOR INWALIATION ANCHOR DETAILS AND NOT&4, $) FOR VERTICAL CROSS -SEMI OZTAUS A. Al. B. & 111" RWO TO SHEET V3 D FOR HORIZONTAL CB M -8=0?1 )DEANS 'D. & E' REM TO mw f5 4) REFER TO MIKET 8 OF !0 FOR Mm LOAD Mm AND HOTZS. A General Notes: 1.) THIS WINDOW SYSTEM IS DEMCNED AND TSSTED 70 COMPLY WITH THE C REQUIREMENTS OF TIM 8010 FLORIDA BUILDING CODE INCLUDING HIGH g VELOCITY HURRICANE ZONE (�YKZ) j 0 -02. THIS PRODUCT 3 y1 18 IMPACT RESISTANT. (BHIiTfiBRS �aSP •�'3J 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDDLO RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS C OF 2010 P.H.C. & TO BE REVIEWED BY BUILDING OFFICIAL 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ARCHON ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.). ANCHOR TABULATED I CONDITIO O NOT 4.) DESCRIBED IN THESE DRAWINO S ARE TO HE Q ENOINEERED ON A SITE SPECIFIC SAME. UNDER SEPARATE APPROVAL AND $ TO BE REVIEWED BY BUILDING OFFICIAL. 8.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SHE SHEETS 08. 7, or 4 AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED OLARE TYPED TABULATED HERRLN (SEE SHEETO 98, 7 or B). 8.) WINDOWS WITH CLASS TYPES `A, C. OR G" INSTALLED ABOVE SOFT. IN THE HVHL THE LO. IICtE= LITE SHALL BE TAD. 7.) SHE SIDIET 4 FOR LOCK DETAILS & OPTIONS. ►� 8.) SEE SHEET B FOR CIAO TYPE& 84 SEE BMW 8 FOR DEMON PRESSURES ON "XO or OX' WINDOWS. 10.) SEE SHEET 7 FOR DESIGN PRESSURED ON EQUAL -LITE °XOX• WINDOWS. 4 11.) at SKEET 8 FOR DESIGN PRESSURED ON UN -EQUAL LITE "XOX` WINDOWS. } x 18.) -FOR OPTIONAL FRAME DSSTALIATLOIN DETAILS SEES SHEETS 3. 4, or B. — 1 13.) EXT. & ENT. FALSE COLONIAL HUNTINS ARE OPTIONAL It AND AM APPWED W/ MUCONR ° 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEET O L. 4 & 8 FOR DEMILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE SOM FBO CHAPTER 114 Ell r?ION 11.3.04 15.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 18.) SEE SHEET g O FOR MULLION /METAL ATTACHMENT DBT'ADS. NOTES & OPTIONS, 17.) MULLINO HORIZONTAL MMINO WINDOWS WITH OTHER TYPES OF NNMI -DADS COUM APPROVED WINDOWS USING A MIAMI-DADR COUNTY APPROVED MULLION 01 BETWEEN ARE ACCEPTABLE OUT THE LOWER DEMON PRESMLRB FROM THE WINDOWS OR MULLfON APPROVAL WILL APPLY TO THE EfT17RE MULLED SYSTEM. !e.) PAINTED OR PLATBDD AND SHALL SECTION 2003.8, of 2010 FI A MATERIALS TO E� D a E PRODucrROVIMID 4 • O No4BBa %DR - 1In -Equal Lite (i/4 -1/2 -1/41 I�IidSd g 1) REM TO ! ' E OF 10 POR INSTAUATION ANCHOR DETAIS AND NOTES. A e NO E) FOR VERTICAL. CROSS - SECTION RETAILS A. Al. B. & Bf' MM TO SBIEET' g0 > � 3) FOR HORIZONTAL CROW - SECTION DETAILS `0. & r ROPER TO SHEET 05 ••0 ° °•• •w••• I 4) litlFSR TO SHEET 7 OP 10 POR b1tDN LOAD CHARTS AND NOTFe. A °Z ARIES -8700 HORIZONTAL SLIDING IMPACT WINDOW ° APPROVED ELEYATIONS B 9 LR RXdX -Equal Late (1/3- i,/3 -1 /3) f) wm TO SHEET E OF 10 FOR INWALIATION ANCHOR DETAILS AND NOT&4, $) FOR VERTICAL CROSS -SEMI OZTAUS A. Al. B. & 111" RWO TO SHEET V3 D FOR HORIZONTAL CB M -8=0?1 )DEANS 'D. & E' REM TO mw f5 4) REFER TO MIKET 8 OF !0 FOR Mm LOAD Mm AND HOTZS. A General Notes: 1.) THIS WINDOW SYSTEM IS DEMCNED AND TSSTED 70 COMPLY WITH THE C REQUIREMENTS OF TIM 8010 FLORIDA BUILDING CODE INCLUDING HIGH g VELOCITY HURRICANE ZONE (�YKZ) j 0 -02. THIS PRODUCT 3 y1 18 IMPACT RESISTANT. (BHIiTfiBRS �aSP •�'3J 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDDLO RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS C OF 2010 P.H.C. & TO BE REVIEWED BY BUILDING OFFICIAL 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ARCHON ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.). ANCHOR TABULATED I CONDITIO O NOT 4.) DESCRIBED IN THESE DRAWINO S ARE TO HE Q ENOINEERED ON A SITE SPECIFIC SAME. UNDER SEPARATE APPROVAL AND $ TO BE REVIEWED BY BUILDING OFFICIAL. 8.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SHE SHEETS 08. 7, or 4 AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED OLARE TYPED TABULATED HERRLN (SEE SHEETO 98, 7 or B). 8.) WINDOWS WITH CLASS TYPES `A, C. OR G" INSTALLED ABOVE SOFT. IN THE HVHL THE LO. IICtE= LITE SHALL BE TAD. 7.) SHE SIDIET 4 FOR LOCK DETAILS & OPTIONS. ►� 8.) SEE SHEET B FOR CIAO TYPE& 84 SEE BMW 8 FOR DEMON PRESSURES ON "XO or OX' WINDOWS. 10.) SEE SHEET 7 FOR DESIGN PRESSURED ON EQUAL -LITE °XOX• WINDOWS. 4 11.) at SKEET 8 FOR DESIGN PRESSURED ON UN -EQUAL LITE "XOX` WINDOWS. } x 18.) -FOR OPTIONAL FRAME DSSTALIATLOIN DETAILS SEES SHEETS 3. 4, or B. — 1 13.) EXT. & ENT. FALSE COLONIAL HUNTINS ARE OPTIONAL It AND AM APPWED W/ MUCONR ° 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEET O L. 4 & 8 FOR DEMILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE SOM FBO CHAPTER 114 Ell r?ION 11.3.04 15.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 18.) SEE SHEET g O FOR MULLION /METAL ATTACHMENT DBT'ADS. NOTES & OPTIONS, 17.) MULLINO HORIZONTAL MMINO WINDOWS WITH OTHER TYPES OF NNMI -DADS COUM APPROVED WINDOWS USING A MIAMI-DADR COUNTY APPROVED MULLION 01 BETWEEN ARE ACCEPTABLE OUT THE LOWER DEMON PRESMLRB FROM THE WINDOWS OR MULLfON APPROVAL WILL APPLY TO THE EfT17RE MULLED SYSTEM. !e.) PAINTED OR PLATBDD AND SHALL SECTION 2003.8, of 2010 FI A MATERIALS TO E� D a E PRODucrROVIMID 4 • O No4BBa %DR - 1In -Equal Lite (i/4 -1/2 -1/41 I�IidSd g 1) REM TO ! ' E OF 10 POR INSTAUATION ANCHOR DETAIS AND NOTES. A e NO E) FOR VERTICAL. CROSS - SECTION RETAILS A. Al. B. & Bf' MM TO SBIEET' g0 > � 3) FOR HORIZONTAL CROW - SECTION DETAILS `0. & r ROPER TO SHEET 05 ••0 ° °•• •w••• I 4) litlFSR TO SHEET 7 OP 10 POR b1tDN LOAD CHARTS AND NOTFe. A °Z ARIES -8700 HORIZONTAL SLIDING IMPACT WINDOW ° APPROVED ELEYATIONS • awn'v vrernwr r .ryr Ll. . AVA r®rwUVrya WIVI C;_fLMR_ W 17/9 -�i:� Pre area � FR amb 8 ass • 2 e w9 T ?9 •2 _ $ D® 'T.' (*�2 Glass Tv "F ' 88 7 3 t!' B 7 a " WIDTH IOHT hors -Anchors + + i + of i + O f + f + 60 1 DO I 24 3 7 0.0 90.0 0.0 80.0 66.0 75.0 86.0 7g0 , 62.0 62.0 85.0 m 76.0 72 24 3 7 80.0 30.0 80.0 80.0 .0 a6.0 65.0 75.0 62.0 52.0 � 75.0 84 24 3 B 0. 60.0 $0.0 80.0 66.0 5. 85.0 0 52.0 96 1 + 4 3 10 0.0 Q -50.0 0 ..,.r6,,�.. 66.0 '�0 62.02.0'- =� ""IW -73 �_ R 108 24 3 11 d ''S9 Uy 7+ �#. 80 7 0.0 80.0 s10.0 90.0 86.0 ►6.0 65.0 �75,Q 62.0 52.o 65.0 7 D 72 36 3 7 0.0 30.0 90.0 .30.0 66.0 'F,,jQ _ '��T50 .0 2.0 85�' 7 0 B4 3 6 70.0 75.0 0.0 '76.0 8 .0 5.0 65.0 52.0 52 7 . s6 ii +o 35 10 700 75.0 10.d rS.Q 86. ' "5.0 .0 ? d 62.0 $2.0 86,0 78.0 C2.0 152.0 88.0 " -�0 5.0 '64 52. (} 108 36 1 - - 85.0 P8.0 80 .48 4 7 70.0 7 .0 0.0 P .0 86.0 �';5.0 .0 ' 82. 2. 8 .0 76. 72 48 4 7 70.0 ;8.0 `r'0.0 75. 85. "$.0 3B, "�'Sb -` 2. 84 B - x:.2.0 52.0 x36.0 '`1 0 - (35.0 '5.D 82.0 A2.0 8� 7�.0 88 48 4 Q••2. 52.0 t9b.0 r5. .0 �' 5.0 .0 X52.0 66.0 908 4s 4 1 2 0 :52.0 !36.0 '*5.6- 135.0 �' .� 62.0 °ig.0 � 0 s3.p w 72 84 % 2 0 "2. 55. 78,A .13 y -r 32.0 1Y^ $2.0 5, 98 80 b 10 ';j 2 0 A ''i8 o 7 .0 5_0 ! 2.0 52.0 'WO 'P ,0 ' i.0 75 2.0 `5 0 iii .0 76.0 x -.. 108 b i 1 - 2.0 .0 3b.? F8.0 °'ice 2. 31 76.0 74 d 0.0 ( .0 A.0 76.Q i.0 : q�C!• 4 52.0 °raS.A f ) 74 38,376 3 7 00.Q 80.0 0.0 30.0 i.0 A8. i°i,� ' ' 51 D 162.�} 33 � 8.0 +•rte �1t1 80.025 4 7 �' 0 78.0 !' S.0 5 ~y$. ii }_ r3 i`.2 sJ �- "a „y Q _.•t.k7 7C 74 _ 2 0 _re2.0 5. �._� °iJ " -i2.IJ 2. L �i�2:7�__' 74 83 5 : 2.0 j2.0 +} '7$.0 iiii. +7� _4 i �°J_� 2.0 Np 7 0 78, 3 9 2.0 52 - ` 8 .376 at 3 2.0 52 0 �� _'i J r ':n� aa•u _'� 0 II 78. 50.625 A 3 2.0 52.0 ° 0 ► "-1 7 .6 b 6. 7� YS.Q t _ °�,I . X2.0 }� [ 5 8 2, X52.0 i} 78.D _ 8 2.0 X2.0 0 ' 75. 2. [jam - -� 108.25 .376 e. 1 �• f ':.Oyj .. ,ai _" -°"�$� .�... 5 e 91 2.0 52.0 ,5.0 x'5.0 (7� I . +)� 2.0 e.� 75 pa- I 108.26 6 11 ° -yj} 52.0 0 76.0 (�,� 7 =) --� 2.0 _ C 78.0 1 a: _. 0 :'5.0 ! :7 2. 76.0 52.d a 76. 2. 5 �a 19 .376 4• ,! _ m�l Q. } 62.0 C 7 I 78.0 62.0 : 75.0 i 11 4 11 a�- 62.0 r 36.0 i._.._ 7 0 !) 52.0 75.0 4 It 111 58 P 2.0 03 7:4 RBVt I iIf6C�.�i.ODUCfi." � $xl u,..•e. IerOb�• °j °••aen•���,�•t Ot 4 • I.) SEE SHEET 9 POR OLAMG TYPES, D87AIM & SB,tCONE OPTIO ! &) STANDARD BD USED ON WDwWS n[T +70.0 aP AND HEOW 1 us" J i :E : N i (WEIW" WIM OLA88 TYPES 'A. B. C. & D°) %% �%% /./ f 1, p SILL RI::rF CpTII IAL '0 3.) ML W M HIM ADAPTER ARE POE WINDOWS ABOVE •x70.0 DP i B°a j �APPlIED a• tILIt �°E (WIIiDOW& WITH OLA88 TYPES 'E. & !+"3 AND +00.0 DP MAX. // / ° t APR IE a F+ llt E ' .• ADDITIONAL ANCHORS REQUMD AT I'RAME HM & SILL tXet t{ I' t C +80A 11> '• °n•°nn WWOWS WPM DP ABOVE '0.0. (SEE ELEVATION AT SHEET B r. s Leo 4.) WINDOW& WITH GLAM LO.. ECT 'A, C, TS 09 0` INSTALLED ABOVE 3 I�'r. 86 .b 's..s§�,''� ...., . DI THE HVHZ, THE L0. EX•PERIOR LITB SHALL BI: TEMPER ED. ° IT war SmIl 111° x or � iTALLATION FASTENERS —� 10 AT FRAME READ (14 AT FRAM@ READ IF D8 ABOVE 70.0 i 10 AT RA FRAME Bill (14 AT FRAME SUL DT DF ABOVE 70.0) 0 AT EIL FRAM JAMB • SER OENZIM NOTE @3 & g4. 1— 1 e l9 J/O 8T UNU Sim III, x BO" --------I BTALLATR)N FARTBNrAD RIla 10 AT FRAM IO (t4 AT FEW HUD IF OF ABOVE 70.I 10 RAM AT EL FE BU (14 AT FRAME SU IF DIP ABOVE 70.0) 0 AT EA. FRAME JAMB *BBB OENERAL NOTE 03 s 1i4. L 3/B' UVERALt. FRAM WIDTH 'PAST IRRR BEES 74• x w. 74. OVERALL FRAM WIDTH 3/B' INTERIOR FRAME WIDTH IN OAI"TIOF K FN BIB• 73' INTOI1DR FRAME Res IS AT FRAME NBAD W DF ABOVE 70 A s •/- t►�o�ALi° " "` �q (e)(g 6 AT CA. FRANK SUL OF ABOVE 9ro 0) A Al '�- ALA AT EA. PLUM jam Bill SENERAL NOTE 03 & F4. pAOL40.Ca 4 yr�jj I BCv l3 at p u4.00 a 1/4• '1l e¢z1 V • a` I D ' /// E /// D- //. O f 13 W am ::_:r 13u•OC wu.OL i —qpg g TefeRa� `L T r E .7 %� I�mTQTALT VA L �pTEg� xox��r �Q�,rAi, f.ITF! F'SEF- VFRTICAL CROSS- SCCr10N DEraas •a At & t Bt• AT $NCET 03 &SEE tORIYON7'1B. CROSSCTION BETAlL8 'C. fl. 6 E' AT MT As �L��O n&AE av JAL LITE V 6 C• AT ;fM 03 ae o�. ac. Oc. B 91 j E t o 4 J- a L IIAME qDp� SPACING AT WAD & SAL T T ed pp� $ AT N£[TDW IMU 8 VITND V 9 0° ABOVE •/- TppBF t4 TOTAU KL 1. $a OX" RFVER9� l ` & SEE HORQIA4rAL CROSS -mac (T DN �T�AB.g •c. D. L E• ATASMY #4,3 1►y� SERIES -8700 HORIZONTAL SLIDING WINDOW FLANGE FRAME ELEVATIONS — L.M..1 0 C i s� 't i I� DESIGN LOAD CAPA MY Or.11371 WINDOW Jolb H&,l EGIgamst7W -XI (r*2 GlaseTymm"Is" *2 1 (3lMT,"mc.l pw + MDTH HIII&W Andws AnnoW,4 + ;tv +00 24 �m I 24 a 3 1 M) aBlo 7110 70.0 35 24 3 4 J 0 63 iy— --7g0 — 70.0 70.0 48 1-4 3 a 65.0 65.0 —65.5 70.0 6D M-0 70 761' 72 24 653 iC.4 o 24 a C, C-5.0 4 U) E:; 38 4 65.C, 48 M 7 A 60 -13 a5k (5,1) as ?1.1) XQ 72 113 4 24 1 M,c U... 7 36 1 85s 72 38 4 48 OD 72 6 M 37 74 243 —7-7— 37 71� 7 U.375 L)OIL ep 7C 1.82r ........ 37 50.125 f 65.Cl . . . M-25. MGM 65.0 74 50. o 4T=—t=7C 25 86.0 5».125 74, 1 615.0 85.0 66. c 37 1 63 m §2.125 1 63 wo 70 74 1 03 65.: es Notes N 1.) MM SH:GT V FOR OLMO, TYM D! MRS UJCONZ Opr I 2.) STANDA ' 1) S LL Uf W ON WINDOWS PI' 'i +, , )P AND BRU I (WINDO,' ? WTH 0: k4M TYPES % 1 1: & I 3.) =1 W i RSER i )J`PTZR ARE FOI 11, INV a LOVE +70.0 1 (WIND01 :: WITH al UiR TYPES 'M A I I AN 0.0 DP MM. /od. ADOMC A kNCK( M UQUUM Al M & Sim ON WINDOW WITH DP MOVE 70A. (81 LEVA I AT SHEET 2 It 10) 4.) WINDOW. VnX Ol. K kr? 1� IN THE Vic, THI I„ lwonl SK" A : 1 J �'ra7 � '401 jl �., 4- ILL R11 UPTITAt. APPLIED SILI-'f]NE FUR DP 470.0 of, -INC 1/4' TAPCON W/ l 1/4 MIN. EMBEDMENT INTO f ONC. (SEE ELEVATION AT SHEET B2 FOR MAX. FASTENER SPACMW EXTERIOR GRADE --/ PERIMETER CAULKING J 1. ALL WOOD DUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 2. WOOD DUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) NUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM I. 1/4' MIN. :.e • b,� EMBE•. 0 4. q.' IN SPAS CTYP.) CLEAR SILICONE ADHESIVE BEDDING COMPOUND i TtDITERIOR 34 INTERIOR T:LAMMTED GLASS � BICPERIQR AI ALTERNATE DETAIL 114 S.M.S. W/ 11/4' MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET 12 FOR MAX. FASTENER SPACING) /4' MAX. IN SPACE tTYP.) INTERIOR ! 7 WINDOW TNBTA.I.A= NOT13S: L THE WINDOW FRAME FLANGE TO RE BACK - BEDDED W/ AN EXT. H O GRADE CAULK THROIIQIBUT THE ENTIRE PERIMETER OF FLANGE SILL RISER - OPTIONAL BY WINDOW INSTALLER (TYP.) APPLIED VITH SILICONE 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO SEE OP CHARTS ON BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK 2 SHEETS 14. Rs, & 16. BY OTHERS CTYP.) I( • WREN THE CAP BI:TWEBII THE WINDOW FRAME AND TBE BUCK OR / 26 T 0 9 2 T 3 ! 1dAS0NDY IS L� THAN 1/61. SHIM ARE NOT RECIUIRBD. jf J 8 (Jj jJ 13 ANCHORS NOTE: EXTERIOR C41AADE -7l Yrr v f ti}{ �• / � AF $ +5 : r ANCHORS TO BE Bl2 SMS 13R WD, SCREWS INTO WOOD, OR PERIMETER CAID.KING h Yu x fn WtRADE ;«r.;.r +: 1/4• TAPCCNS or APPROVED CONC. FASTENERS INTO CONC., VITH A MININUM OF 1 1/4' PENETRATION INTO WOOD OR /'•" CONC. CREFER TO LOAD TABLES FOR QUANTITIES REQUIRED) " d A, b 1/P MAX. d e ' 1/4• SM 4, SHIM ' X MR) q.. 1 /4 PRtD1CfRBVIB� q. as- 01ftwhhdwX 0d& EMBEDMENT A EMI MENT a awweWda :. r e; a q. - No p� q. q ;4 aq ,d a..d p.•q q' a r•o . "1 ' . e' °ti• f•e .'j 1 1/8' MIN.. B EDGE DIST OPTIONAL 3IL, IN --JL AT °XO or OX" $fix 1 cti a al O Tr� , k 0 12 X 1 3/4' S.M.S. 1 1/4' MIN. WOOD ENDED (SEE ELEVAT113N AT SHEET 112 FOR MAX. FASTENER SPACING) CLEAR SILICONE ADHESIVE 1,4• MAX 21 22 23 TZ BEDDING COWOUND 110 R EXT. ORADE CAULK -� f o a WDVDOW tNS*PALLATION N ril I. Tmc VINDOV FRAME FLANGE TO !4E BACK - BEDDED V/ AN ENT. GRADE CAULK THRtlLG MT T14 ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP. 8. THE EXPOSED EXT. PERIMETER CF THE VIN31W FRAME TO BE SEALED W/ AN APPROVED rKTERICR GRADE CAULK BY OTHERS (TYPJ • WHIRR THE OAP BBTRBEM TIM 9'!YDOW PRAME AND TRB BUCK OR MASONRY IS 1888 THAN 1 /8', SMOS ARM NOT ]tBQUDW, ANCHORS TO BE 018 SMS OR 1']: SCREWS INTO WOOD, OR I 14' TAPCONS or APPROVED C';MC, FASTCNI`PS INTO CONC., WITH A MINIMUM OF 1 114' PC fr"RATIpN 1MfTO WOOD OR COMC. (REFER TO LCIAD TABLE. FORUANT TICS RERUJRF.D? ;L,A�MINATED GLASS 33 IrJI9'EmR WINDOW FRAME BUCK WIDTH - WINDOW FRAME FLANGE WIDTH °XOX" WINDOW EQUAL AND UN —EQUAL LITE 4:j, PT. WOOD BUCKS 8 ItV KAK. v. +'• 4.• iEy� SHIM SPACE q:. • 4 ffi fJ (TYPJ 1ppp_�ff 1 114• TAP= W/ 1 1/4' Z MIN. EMBEDMENT DdTO C[AdC. � � gg (SEE ELEVATION AT SHEET 08 ` FOR MAX FASTENER SPACING) $ d ,14'MI01. M -- o q, 1 D ' EEDGE E I MIN. STANCE EXT. �-4z 77>IIl)f 'r �I �� ex BY D14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET DR FOR MAX FASTENER SPACING) EXTERN WALL FINISH BY OTHERS cTYP.) [4 STUCCO OVER UD:TAL LATH NAILED TD - EXTERMR GRADE PLYWOOD SWATHING TD SE SPECtrmv BY ARCHITECT DR Cue. (EXTERIOR FINISH BY OTHERS) NQT BY LAWSON MISTRES, INC. 1. ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG OFFICIAL CTYPJ P. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM O B�1 YI LOCK LATCH AND SWEEP OPTIONS 1. BOTH EOtTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIS CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCIB ARE REQUIRED PER EACH VIM. EXT. GRADE PERIMETER CAULKING NIIT BY 'LAWSON NNW STRIES• O K A APH'+LtEO BY OTHERS ITYP.) :D GLASS SILICONE ADHESIVE BEDDING COMPOUND -_% INTERIOR O 73' MAX. FRAME BUCK 74' MAX. — WINDOW FRAME FLANGE WIDTH - "XO" WINDOW EQUAL LITE ( "O)" REVERSED ) WINDOW INSTAIIATION NOTES: 1. THE WINDOW FRAM FLANGE TO BE BACK- BEDDED W/ AN EXT. GRADE CAULK THROLIGHBUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER CTYP.) 2. THE EXP13SED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS CTYPJ • WHEN THE OAP BMW THE WINDOW MM AND THE BUCK OR WON" IB INS THAN 118", MW AM NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE Of SMS 1IR WD. SCREWS INTO WOOD, OR 1/4' TAPC7NS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CUNC. OXFER TO LOAD TABLES FOR QUANTITIES REQUIRED) .,.. . . . . . . . . A All OR .PT. WOOD BUCKS � De 1/4' NAX. L ° ~ SHIM SPACE (TYPO gg TAPCON W/ 1 1/4• MIN EMBEDMENT INTO CONC. �1/4• (SEE ELEVATION AT SHEET DE -rai MAX, FASTENER SPACING) pp� Ut n• ea s • 1 1/4' MIN MBEDbtENT � O�y - DISTANCE O •!! EW39 ns� 4. ��s. '.�•,� � GRADE IV- .,.. . . . . . . . . EX WOOD I BY OTHERS 814 SMI V/ 1 1/4' MIN. EMBEDMENT INTO WOOD. CSEE ELEVATION AT SHEET DE FOR MAIL FASTENER SPACING) EXTERIOR WALL FINISH BY OTHERS (TYP.) —1. ALL. WOOD BULKS ENGINEERED SEPARATELY & TO BE REV1Eb ED BY BLDG OFFICIAL (TYP.) E. WOOD BUCK SID FRAMING (NOT BY LAWSON In 'TRIES' Mi, ST SUSTAIN LOADS IMPCiSED BY 1'WC GLAZINt: SYSTEM 7 52' 23 -LAMIN . 'ACC 1A s SH.IM < E CTYi) ex 1; a7 17 fEDuMr 1 — STUCCO OVER METAL LATH NADkO TO - R106 13RADC PLYWOOD SHEATHING TO BE SPECIFIED BY ARW8TEC7 R G.C. RXTERtCR FINISH BY OTHERS) NOT BY LAVEDN INDUSTRIES. Di. I :D GLASS SD.:CCNE: ADHESIVE BEDDING COMPOUND INTERIOR ry 12 PC tl 717� WL- C) EXTERIOR • EXT. CtYADE °i;P.INETER ��i���ttt•••-- 111"'���JJJ CAULKIVfj NE UY 'LAVS:it IN[ t "R:ES' TD BE nPPV.h Re 0ti•HERS 73' MAX. f7Y') FRAME DUCT; WIDTH - 74' MAX. WINDD \'rRAME FLANGE W1DTH- "XO" WINDOW EQUAL LITE ( "OX" REVERSED ) LOCK (LATCH AND IR - APTIT O TN 1. BOTH B.X7'RUDBU ALU)fiKM AND PTJISTIC :.1FP HANDLT LOCKS ARE QUALIFIED FOR U38 ON ALL V'NDOWS. E. BOTH DIE CAST AND NYLON CAM LOCKS P iF, QUALIFII.fr FOR USE ON ALL WINDOWS. 3. TWO (B) LOCKS ARE REQUIRBC PER IIAC.i VENT. ENDOW INST�aTIOI\I NOTES: 1. THE WINDOW FRAME f'LeNGE TO BE TACK- BEDDED W/ AN EXT. GRADE CAULK THROUGHCUT THE ENTIK PERIMETER OF FLANGE BY WINDOW INSTALLER CTYP.) i!, THE EXPOSED EXT. PERIMETER OF TrC WINDOW FRAME TO BE SEALED W/ AN AFPROVED EXTERIOR GRADE CAULK BY OTH ?RS (TYP.) • WHRN Tid' OAP 9W*..19N THE WIND016 PRANE AND THE BUCK OR 61ASONRY :8 LM THAN 1,/$-. SLUMS ARE NOT REQUIRED. AMCHO II MOM: ANCHORS TO BE We SKS 13R WD. SCREWS INTO WOOD, OR 1/4' TPFCONS or A3PREIVED CONC FASTENERS IP'TO COW., VTTH A TINIMUM OF t 1/4' PENETWA -ION INTO MOOD OR CINC. :1*ER TO LNTP TABLES FOR C+UANTITIES 7EGUIRED) PT. VDOD BUCKS 1/4• MAX SHIM SPACE is Ly • �(y a. d tTYP) • •. Yn L e: . . 1/4• TAPC13N W/ 1 1/4' MIN. EMBEDMENT INTO CONC. .(SEE ELEVATION AT SHEET 8C FOR MAX. FASTENER SPACING) Ix 4' ' '_'?11 . d 0 ) O o m4wRe W Cado Awamo - r7 a to � N6 d a 'yS ZB � 16t 1 x � i 1qp' i `'6611 for. r el,••� ;I�j�,t�: 1Bam 66'itN' ' MGM 9 12 X 1 3/4• S.M.S. 1 1/4' MIN. WOOD EMBED (SEE ELEVATION AT SHEET 92 FOR MAX. FASTENER SPACING,) H - CLEAR SILICONE ADHIESIVE ''T .PT. WOOD BUCKS Y r$ i BEDDING COMPOUND ® LAMINATED GLASS ✓; y n. sa•.ti iq 1/4• MAX. SHIM srl • r n FXMOR Z. 2 S � 30 39 (TYPO • v4 . a e:. .. $ S 1/4• TAPCON V/ 11/4' MIN. EMBEDMENT INTO CONIC. sf z 1 (SEE ELEVATION AT SHEET 92 fRi FOR MAX FASTENER SPACM 1 _ 5g 6 1%4' MIFL E 11R N 1 j a� e a MIN. ' • ESE E DISTANCE . 4 t$ d°• p �' i EXT. GRADE b.. �j CAULK P WINDOW FRAME DUCK WIDTH WINDOW FRAME FLANGE WIDTH "XOX" WINDOW EQUAL AND UN -EQUAL LITE _ ICU► INSTALLAMN NOM: I. THE WINDOW FRAME FLANGE TO BE BACK- BEDDED V/ AN EkT. GRADE CAULK THROUGHOUT THt ENTIRE PERMETER DF rLAwm BY WINDOW INSTALLER (TYP.) 2- THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAM TO BE SEALED V/ AN APPROVED EXTERICR BADE CAULK BY OTHERS (TVP.) • NHEN THE GAP BETWEEN THE WINDOW INRAHS AND THE BUCK OR II718 M DI LESS THAN Ile. SHM ARE NOT BBQUIRED, ANCHORS TO BE 912 SMS OR VD, SCREWS INTO WOOD. OR I /4' TAPCONS or APPROVED CONC. FASTENERS INTO CM, WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR COTS. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) {J? 1(7fio z d ! i i ` �x O b 1/4• TAPCON V/ 1 1/4• —� MIN. EMBEDMENT INTO 1. \ (SEE ELEVATION AT SHEET 12 FOR MAX. FASTENER SPACING) �- - STUCCO OVER METAL LATH N:'ILSD TO -r 41, S.M.S. W 1 1/4' 1. ALL 4t0Ob BACKS ENGINEERED SEPAR4TELt EXTERIOR GRADE PLYWOOD SH' >•IIHTt� 14K EMBEIIM --NT INTO WOOD TO BE SPECIFIED BY ARCHITO :- OR G.C. : SFE ELEL'ATIOM AT SHEET 1E & TO BE REVIEWED BY BLDCL OFFICIAL II YF.) CEXTERIOR FINISH BY OTHER! FOR MAX. I'ASTENER SPACING) V 2. WOOD M( AND FRAMING COOT BY L'. „Ir(1'd NOT L DUSTRIES, I •tl;. INDUSTRIES) MUST SUSTAIN LOADS IMPt N:0 a v,,•.v BY THE GLA;ING SYSTEM tsu d' r . •� �.tl� ! � � V V MINI A -SHIM V•4L• MX. JH,,�I,�� t t� •” +'�•ti � �5 Psr+aACE i > 2X Iruu rn E:90 Ir; 4 1Ev- ..I :..Ir II I r''�iaL 3f•�i W p• e.. Itr4C''•.: +{ r•� I�" 1 I yi EXT. &RAN PERCMETIN j ^L 1/4' NA$ ; � p-4 CAIJLKM NOT BY I SKIN 'SPACE I 'LAWUW IMDUSTRN�•, at; °"'.• crrP? 1-5 LTT4P APPLIED BY V.mr1: I n 'm� 141 ©© It !l' _.�II �)�•( I �� . � I � III �BEDDING R S LICONE AOHESIVE r. DMPMJND ��, INTERIOR '� _r INTERIOR !! II'•• --{,- LAMINATED GLASS ALTERNATE U," ,I;. I I I �� Ir 6`�'g9t�ltr -��,� gt .I Z • _�1�agS i.l � Ek f a, • , 4111 I n iu BAME_IL! i'+ Ilp':f • t. : SAP BET I 1'A IWO FRAME AND 711E BUCK OR )�.•,� Q �'� 13 Iii t id, 'il .wLESI THI 0'' P 1-1: ART NOT RE(NDRXD. ' I r 11iI1 IsY F NI .. � I^ �I:: nlx r � •° » s r r EXT. CRAOE i. 'r & ^ ° ! ! 1 I' SC ZEV S INTO WOOD, OR r. .: r P S U 7 11' '.. I'ASTENERS INTO CEMC _ W 'RAf JON INTO WMD OR MAX C: I IJP QUANTITIES REQUIRED) Joel! MAX, w !I4' MAX. .•a.•' _. a SHIM SPACE ....i31 i o ' a�I d d. SWIM SPACE ..... ... ..,. . ,..., -. 1.14 ' prIhl. p. <TYP.T •'. 't -Qa±�. : n d G ., v <TYPa - 1'I '. -)U ICPRBVISW EEI;JIEVI ti I'b •r'� a 1 V4 MIN • ..d r com+lYNB•xN+�el4osids ti .. a EMBEDMENT, Ii IWIS0408 c, d. yG ' q, .a 'A. .t ,ypI7 ow I,10 C � '•4 I. ;ritti hXl u4t0 ml e . I EDGE DISTA14C v V I)PTIONAL 1111 INMILAZON DE;fAI AT °XO or OX" /_•a L r.:1'1: )OW FRAME FLa:.0 T t: E.'/ AN EXT. 4.'. 'AULK THRE II: tWK••SEDDED 'fl I E •ITfK PERIMETER OF FLANGE SILL RISER - OPTIONAL )W INCTAL. ;:4 (1 ,: APPLIED WITH SILICONE 2' DSED 1 XT. II N I:o r7' n•E wfNmw FRAM TO SEE OP CHARTS ON "D W1 AN I'P) ::; :;1 ER:Gg GRADE CALLK SHEETS 14, 15, A, 113. 3S (TY�J i'+ Ilp':f • t. : SAP BET I 1'A IWO FRAME AND 711E BUCK OR )�.•,� Q �'� 13 Iii t id, 'il .wLESI THI 0'' P 1-1: ART NOT RE(NDRXD. ' I r 11iI1 IsY F NI .. � I^ �I:: nlx r � •° » s r r EXT. CRAOE i. 'r & ^ ° ! ! 1 I' SC ZEV S INTO WOOD, OR r. .: r P S U 7 11' '.. I'ASTENERS INTO CEMC _ W 'RAf JON INTO WMD OR MAX C: I IJP QUANTITIES REQUIRED) Joel! MAX, w !I4' MAX. .•a.•' _. a SHIM SPACE ....i31 i o ' a�I d d. SWIM SPACE ..... ... ..,. . ,..., -. 1.14 ' prIhl. p. <TYP.T •'. 't -Qa±�. : n d G ., v <TYPa - 1'I '. -)U ICPRBVISW EEI;JIEVI ti I'b •r'� a 1 V4 MIN • ..d r com+lYNB•xN+�el4osids ti .. a EMBEDMENT, Ii IWIS0408 c, d. yG ' q, .a 'A. .t ,ypI7 ow I,10 C � '•4 I. ;ritti hXl u4t0 ml e . I EDGE DISTA14C v V I)PTIONAL 1111 INMILAZON DE;fAI AT °XO or OX" 25 97,18 c�,12 UMT Sam In" 188" * (14 AT IFIRAME HEAD IF UP ARM ?aC 10 AT PA. FRAME SILL (14 AT FRAME SUL IF OP ABOVE 70.0) 6 AT EL PEA JAMB • SEE GENERAL NOM 08 & #4• rwr UNIT NMI III* 188' NNAt"11011 PA&MORS gI ,A) 10 47 FRAME HEAD AT PROM BRAD IF OP ABOVE 7 .B) 10 AT EL nFRAME O81L6 U C)(814 AT FRW su IF Olp Asaft 70-0) AT PA. PRAUR JAMB *638 GENERAL X= #3 Alt J4. r-- • -81 I,•• OVERALL FRAME WIDTH --S4 119' INTERIOR FRAME WIDTH AL T t 14 AVTRi W I IN VEYAMS I. I . R. 6 IV q SHNY 43 NUIU; 'C, D. & V Al SWXT 95 UV:QjV.L FR*t 11TH nil IN' 61IN F DrN v UC. i = r FRAME HEAD IF DIP ASON 104 EA. FRAMM SILL MUIR ou w Op Amove MO) ZA. FRANK JAIM MERAL MOM AS &A!4. 74' OVERALL FRAME 73' INTERIOR FRAME ALL ml n r S SE 13 wl• 11 E I S Bi L :ho' R. Tr *"�6 A k' h'"': MAI VL F YAO RIQLAL LUE Owl Re 7 ISM ) FEET 13 Ip SET L 61 SEE X-11 4V, -01 Pik 3,W 13 w gz of. f J� pt > <= 0 1; CIA I col OY n Ll! —rip, r's 1 ldv �Agi' i AMOR MGTESi L SAM AW40 111 :113 AT WAD L SI'X\ '19:�; IN% tX12. d"E V Ile IH IBM MR::M. '-X.; 1. * r %MVTLCA M=-Illcllu 1)37:AILI •4, A] I IIII. A' 4c i 2. C I%JQIZOX 'I 'ROSS -SE:l I , 6:'AILI; T., I" AT w,:r �.f Ec. -- 1- F A E #Jamb A ch 0 Apgh !M ass B" "2 e Type •2 9 Tyow "D ".12 'GMSB TYPO Glass T Gtws T • WIATM H El HT + F t t + t t st t + Def + ast 60 1 24 3 7 80.0 $0.0 80.0 80.0 85.0 1 76.0 65.0 75.0 62.0 52.0 65.0 76.0 72 1 24 3 7 80.0 80.0 80.0 80.0 65.0 1 75.0 65.0 75.0 62.0 52.0 65.0 76.0 84 1 24 3 8 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 76. so 1 24 3 10 80. 80. 65 7§.0 66.0 76.0 52.D 62.0 66.0 76.D 80. :o 65. 85.0 75.0 52.0 52. 65.0 75.0 35 1 3 7 80.0 80.0 80.0 80.0 86. 7 .0 65.0 75.0 52.D 62.0 65.0 75.0 72 3 7 80.0 80.0 80.0 0 1 7510 65.0 75.0 62.0 1 62.0 65.0 76.0 84 3 8 70.0 78.0 70.0 75.0 78.0 65.0 75.0 52.0 1 62.0 75. 38 10 70,0 75.0 70.0 75.0 85 0 76 0 85.0 75.0 62.0 52.0 .0 65.0 75.o 108 38 3 11 52.0 52.0 .0 76.0 65.0 75.0 52.0 52.o 65.0 75. 0 GO 48 4 7 70.0 76.0 70.0 75.0 .0 76 0 66.0 75.0 52.0 82.0 86.0 75.0 72 48 4 7 70.0 75.0 7010 75. 79.0 1 66.0 1 75.0 52.0 62.0 65.0 76.0 84 48 4 8 620 62.0 .0 7-8.0 65.0 75.0 52.0 52.0 65.0 75.0 88 48 4 10 52 0 2.0 .0 75.0 1 86.0 75.0 82. 62.o 65.0 75.0 108 48 4 11 62.0 52 W.0 75 0 65.0 75.0 62.0 52.0 65.0 75. 6 5 a o o 5. .o O 5. 72 60 5 7 62 52.0 .0 75.0 76.0 52.0 52.0 65.0 75.0 60 5 8 62.0 0 0 76.0 75.0 .0 52.0 65.0 6.0 es 80 8 10 62 0 0 .0 .0 :10D 75.0 .0 52.0 86.0 76.0 108 60 5 11 - - 52.o 0 86. T5.0 75. 2 2.0 85.0 76.0 7 80.p .0 80. 0 V 0 76.0 76.0 62.0 .0 75.0 74 36 376 3 7 80.0 80.0 80.0 0 65.0 75.0 65.0 75.0 2.0 85.0 76.0 4 6.825 4 7 0.0 75.0 70.0 0 .0 75.0 65.0 75.0 52.0 75.0 74 58 6 7 52.0 52.0 68.0 75.0 65.0 76.0 K522.0 52.0 .0 66.0 78.0 74 83 5 7 52.0 52.0 66.0 75.0 65.0 75.0 52.0 65.0 75.0 79.5 26 3 9 52.0 52.0 66.0 78.0 85.0 6.0 52.0 65.0 75.0 79.6 .376 4 9 52.0 52.0 65.0 75.0 65.0 75.0 . 52.0 68.0 75.0 79.5 60.626 4 9 62.0 52.0 68.0 1 75.0 85.0 75.0 52.0 52.0 65.0 75. 5 58 5 9 62.0 52.0 65.0 76.0 65.0 75.0 52.0 52.0 65.0 76.0 5 9 52.0 52.0 85.0 ' 7 .0 85.0 75.0 82.0 52.0 65.0 75.0 loom 20 3 11 8 . 75.0 .0 7 . 52.0 62.0 85.0 7510 106.25 38.375 4 11 62.0 52.0 86 d 65.0 78.0 62.0 62.0 65.0 75.0 1 6 11 52 62.0 66. 76.0 88.0 75.0 52.0 52.0 86.0 75.0 108.2 58 8 11 52. 2.0 75. 85.0 76.a 62.0 52.0 66.0 75.0 JOS.25 1 63 5 11 610 62.0 65.0 75.0 0 75.0 5210 52.0 1 5. 2.0 2. .0 38376 4 11 52. 62.0 85. 7 .0 75.0 B2.0 52.0 6.0 62.0 620 76 .0 78.0 62.0 52.0 =65.075.0 5.0 111 68 6 91 52.0 .0 6. 7 . 86.0 78. 62.0 6 .0 6 .0 8 • : 1.) mm R 9 FOR mAZIDIO TYPES. DETAILS & mucONR OPTIONS. I~) STANDARD 81LL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH MAN TYPES -A. B. A & D-) S.) S1Li. WPHI RMM ADAM ARE FOR WINDOWS ABOVE +70.0 DP ( WWDOWS WITH 0!" TYPES '& & F7 AND +80.0 DP MAX. ADDITIONAL ANCHORB REQUIRED AT FRAME HEAD & SU.L ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES -A. C 09 0- DRiTAUED ABOVE 8OFT. IN THE HVH& THE 1.0. EX ERIOR is SHALL BE TM -ERED. 80 SILL RISER - 13PTIML APPLIED WITH SILICONE FDR DP ADM +70A PSF j ( +Ilo,0 DP MAX.) 31114 d o coo II G ir�re -h' NOT& ON : 19 N\. N I Mm TO SHB£1' .. of 1C in , DISTALLAvoij ANCHOR Dl.l MIS AND NOTES. B F08 VERTICAL CR )I: ?• S:CCr 0 :l Of+'TAVA "A, :.1 9, & 91" I'::dRR TO At MT p:x S FOR HORWANTAL CR0;18 -Ilm .7'I DETAILS; "t. D. & E" Ri '"i: TO BH WT p4 4 1$l3BER TO 11111111011' 0 Or IC PC ` )ESIGN Uihi -o 1,1$0TS ANI: M. I R� TO 1R12LR 9 OF l0 �"Vt: 11"ITALIA DJI d!('HOR 1E ',:.$ AbM NOT118, 8 FOR VMCAL ClOiSS- 88CIi0N )!'ADS m? I:1. & 81- I ..'r1 TO SHEET p: S) FOR H TAL I: 111-SECT1011 )TTAIL: T', k 6` tTEF81 ? HIISRT pD 4) REFER T'0 9 011 t0 FOR :4?IGN !..ui' IrAR'PS AN:; I:TE* I it //� � + /�rr.! it / /'�,,• XQX -01111a NOf'SSs I R� TO 1R12LR 9 OF l0 �"Vt: 11"ITALIA DJI d!('HOR 1E ',:.$ AbM NOT118, 8 FOR VMCAL ClOiSS- 88CIi0N )!'ADS m? I:1. & 81- I ..'r1 TO SHEET p: S) FOR H TAL I: 111-SECT1011 )TTAIL: T', k 6` tTEF81 ? HIISRT pD 4) REFER T'0 9 011 t0 FOR :4?IGN !..ui' IrAR'PS AN:; I:TE* I it //� � + /�rr.! it / /'�,,• NOTES: XQX - 10=9qual t RBFRR 'ID 8L1SBT E OF' 10 POP: t '7ArAAM:II 1CFAA DIN . ' p,11D N01U. FOR VERTICAL CRO89 -�B moN Ill IAly9 F, I4 A S!" it 7 ) BHCDT J3 S FOR HORIZONTTA9, CROSS- SECT1434 JklTrAll.8 It r IMF ' $I'. ;ET GB 4) REM TO SHREI' 7 OF' t0 FW IA:31aN L).+ I Milli; AlIT, Ir'3 Gengr ;al Note a; 1.) THIS %'INDOW SYSTRU Is DESIC14ED AND TESTED TO COMPLY WITH THE REQUI[MMENTS OF THE 11010 FLORIDA BUILDENO CODE INCWDINO H1011 VELOCITY HURR1CAvx 7.ONE_ (HVHZ) AND AM 1300-02. TIUS PRODLK;`' 18 111FACT RESISTI,.NT. (BHUTI'ERS NOT REQUIRED) 8.) WOOD SUCKS SHALL BE INSTALLED AND ANCHORED 80 THAT THE BUILDING RESISTS THE SUP SIMIPOSED LOADS IN ACCORDANCE WITH THa RF.QUIRSNENTS OP 8010 F.B.C. & TO BE REVIEWED BY BUI101110 OFFICIAL. 3.) ANCHCR9 SHOW (IN SHEtt'T 2 OF 10 ARE AS P22 T!�'P U11ITS. ANCH3R9 ON ALL WI:V19tIW SIZES ARE NOT TO EXCEED TE1M8tP UNt SPACINOS ON CENTER 4.) (O.C.), AI 1A CONDITIONSNOT ON C SHEETS >3 eTHE E DRAWIND's ARE TO BE ENOLNLSREI) ON A SITE SPECIE C BASIS. UNDER SEPARATE APPROVAL AND TO BE REVIEWED IRY BUILDING OFFICIAL. 6.) WINDOWS ARE QUAffIED FOR USE WITH SINGLE GAZE LAMIINATED CL43S TYPES TABULATED HEWN (SEE SHEETS 118, ?. or S). AND FOR USE WITH DOUBLE OLA2E LAMINATED INSULAT13) OLASS T1738 TABULATED 14E11EIN (SEE SHEM F9, T or B), 8.) WINDOWS WITH BLASE FYPRE ' ;A, C, OR 0" P iA.LL10 ABOVE 30LT, IN THE HVHZ. THE I.D, E t'FRIOR LATE SHALL II3 4'FMPEMP. 7.) SEE SHEET 4 FOR I.D:1< DF.1'ALLS & OPTIONS. 8.) SEE BMW 9 FOR t c a 3S '" f I E$. 9.) SEE BFIffiE'T 6 FOR I v 0 p' 1' .: !SURD 019 RC' ii OX" r INI)OWS. 10.) SEE S)IEET T FOR o- IN a :SI,'RF'.$ OTa Et`¢: +q 1d °r aOX" WINDOWS. 11.) SEE SHEET 8 FOR ' >,I ON U:d•- F,:)UFI II' ".d 'XOX- WINDOWS. 10'FOR OPTIONAL FRA11�, tursfpt,t.a!tCN DETAILS :iS@ 94t i:7'? 3. •It or 9. 18.) ur. & 1NT. PAM CI .':`'Al ' ' 1" INI: ARE OPT10''A. z 0 1) IRE E.PPLIED W/ SILICONE 14.) WOOD RUCITB IN CON r :: 1Pt : WIQHEI'E IdI79';' P' 115 A W) 'I'=TLFD AND ANCHORED (BY amm). PRIOR ' ' 1+;A'; o NLTD.LIATLON. I3 . 3 1" 113. 4 & 15 FOR DETAILS & NOT" WOOD =11 I :) a ICIECIIED IN Cr• v ..,J,i 1, '4:TH THE 11AO4 FBL CHAPT:'!t 24 SECTION 11.9.34 16.) APPROVAL APPLIES TI 1!1Z2 8 031 SOB 9S' 3 .A t.: UNITS. t9.) SEE 13R$IS8'r 0 6 FOR " 11111•. u. A'rACHIAI N'I' 1 1;:01. :13738 & OPTIONS. 1'T.) MULL= NQRI7orm :: ?':1 all 9176 041 I 1 : :I' MthAl- DADS- COLT'TY APPJ309iIi• WINDOWS USING A KA 4MI 31 '! A °ptl-1 "T , a'1 BETWEEN ME A'X.'EPTABLC DUT THO LOWER DEMN P 11 $ ' 1 11 APPROVW. WW APPLY TIC TIIF &7TfIR13 18rum Sw: 18.) ALL ILBTAL/9TEBL IN ; i. 'I' ' N1' 1 :.I 1 ISSE:4:ILAB If,tTEF:'ALS TO BE PAINTED OR PLATED ' 4 I , THE 2Ot :, PLORiLA 91DG. CI:'K i m 1t:1'R8','lV'D i [7IGT17liWd1 mEDtct!!.s iAlig ;l�)d9 y.,e.r „aim I r p ; • h ../��/�c}c����tF1 I 1:14 1 C'11 M I I , 1 f; � 1 a 1 I a ip I �'I 11 0b e �l 1#4 . - i w I 512E I # Jamb HE Anchors •• w.ias 1 68 5 1 8 no 53.125 63 5 8 a 520 74 25 3 8 Bo.O 80.0 1 80.0 74 36.375 4 8 1 52.0 74 50.825 4 9 52.0 74 68 5 9 520 74 83 5 9 - 520 79.5 25 3 9 80.0 80.0 60.0 79.6 36.375 4 9 70.0 75.0 620 79.5 50.625 4 9 - - 52.0 79.5 as 5 9 - 520 78.6 83 5 9 520 84 28 3 8 70.0 76.0 70.0 84 38.375 4 9 70.0 75.0 520 84 50.825 4 9 520 84 58 5 9 - 52.0 84 63 5 9 - - 52o Notes I.) sim SHEET 9 roN OLAZWO TYPES. DETAILS & SILICONE OPTIONS. E.) STANDARD SILL USED ON WIDOWS WITH +70.0 DP AND BELOW (WMOWS WITH GLASS TYPED A. S. C. & D") 10 SILL W M RIM ADAPTER ARE FOR WINDOWS ABM +70.0 DP (WINDOWS WITH OIASS TYPES B. & F) AND +10A DP MAX. ADDITIONALL, ANCHORS REQUIRED AT FRAME HEAD & SHd. ON WINDOWS WITH DP ARM 70.0. (SEE ELEVATION AT SHUT P OF 10) 4.) WINDOWS WITH GLASS TYPE "A. C. OR O" INSTALLED ABOVE SOFT. IN THE HVH& THE 1.0. EXTERIOR ME SHALL BE TEMPERED. 0 0 0 0 75.0 :31"--irr1115 BOB T "(r' 65.0 75.0 65.0 75.0 $ $„ q Qgdy i 65.0. 75.0 85.0 75.0 85.0 75.0 66.0 75.0 85.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 85.0 75.0 0 65.0 75.D os x 65.0 76.0 85-6- 75.0 75.0 85. 75.0 65.0 1 75.0 RF. A 7G A SILL RISER - OPTIMAL APPLIED WITH SILICONE FIR DP ADOVE +70A PSF (+SU DP KVU 0 � a BOB T "(r' 65.0 75.0 65.0 75.0 $ $„ q Qgdy i 65.0. 75.0 85.0 75.0 85.0 75.0 66.0 75.0 85.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 85.0 75.0 0 65.0 75.D os x 65.0 76.0 85-6- 75.0 75.0 85. 75.0 65.0 1 75.0 RF. A 7G A SILL RISER - OPTIMAL APPLIED WITH SILICONE FIR DP ADOVE +70A PSF (+SU DP KVU 0 Lawsm hwudlift Inc. I i Loll I Ok 4j) ZIT B. TESTS (oowmm) 3. Tea reports on 1) Air Infiltration Ted, per FBC. TAS 202-94 2) Uniform Static Air Preserve Test, Loading per FBC TAS 202-94 Test, per FBC, TAS 202-94 4) lmge Missile Impact Test per FBC, TAS 201-94 .;.-Or see l�dmg per FBC, TAS 203--CA vreed Emory Test; per F: 214? Ai Ai 3-2-1, TAS 202-94 along with mmked-� drawings and hwWlaftm dmV�am of 8 specimem of an kirniltm fiaciz� stidirm-Twitwov XG1 --- flw ! JQ'L-3M and FTL-33649 mod 1 j, Qiiii(); and Wa'M2, ail signWwW_ Sealed by Luis Antonio All _&MAvd mbkk- NOA N& 9"I&S CALCULATIONS: walys* complying with FBC 2010, plqrevcd by j=n1fw-Awer, doted O-V2WO9, fcvm*d on-07/10 and updated on 01/25/12, ci :;:e iii--i --;&aied by llwowas J. Sours, P-E. I c ralk lieg v& ASSTM E1300-ft wAng o `7. QUALUVASSURANCE N16mi-Da& Dqxnluumt of PemnMn& Environment, and Regulatory Airs (PERA). E. MATERIAL CERTMCATIONS 3. Notice of Ace4phwce. T*% 1 "D%%Zt;­�, ft i a - " -:- S­1'� - for their "JouPent f-va Tutcr-layrr" JLOM 09iM 11, wq)ft* on 12/11A & 2. Notice of Acceptace No. 11--'025. '95'Y'-'.V11cA_14 tro Sollutis, Ino, for their "Sa*xkx and vxeftmf a ei-ear Arad cmor Iwtite� Ors- &W 05/05/11, eq*ing on 05f21 /1 v. STATEMENTS dawd jswiwy 254 2012, statevialt letifT Of signed MW Seated by lbomas J. SoUrs, P.E. 2. Statoment letter of no financkA interest, dated V,;iv '.'-.0, 2-0107 simmo and smied by .17,wms J�' Sotos, m. .1 10 G. OTEHM 1. Notice of "_ No. series '°H"700 FtmW Alummmm Honzorftl Sliding Window - approved on 09/08/11 and expking on 043111/11 ____N "xpirodon Dab: AprH 11, 2017 App wW Date: hUrch 29, 2012 8$771 v - Mm •� �11tL -r 19 1 'BINI�q DPTLDNSS SG84t•HIt0i/WAm 6771 gam. T$M$O SPCtTfAaN m � aEOtx w� }x.Yi >��rl'i�: C.i�3�a lryractii ". ":) *i 'r�tt }�j.i 0 2 METAL STRUCTURES: i'R 1,Fr'r,`• "'1 D88Cw=x WEEL 18 00. 1014. THICK - 0.04n 1 B) ALUMINUM : 6061 -TB MIN. ®1 (ALUM. 0.074° MIN, IN=) METAL STRUCTURN ATTACNMEN'P DETAIL 6063 -T6 ALUMINUM v - Mm •� �11tL -r 19 1 'BINI�q DPTLDNSS SG84t•HIt0i/WAm 6771 gam. T$M$O SPCtTfAaN m � aEOtx w� }x.Yi >��rl'i�: C.i�3�a lryractii ". ":) *i 'r�tt }�j.i elsi<� 2 METAL STRUCTURES: i'R 1,Fr'r,`• L D88Cw=x WEEL 18 00. 1014. THICK - 0.04n 1 B) ALUMINUM : 6061 -TB MIN. ®1 (ALUM. 0.074° MIN, IN=) METAL STRUCTURN ATTACNMEN'P DETAIL 6063 -T6 ALUMINUM � L -8701 1 0 6063-T6 ALUMINUM r9�1fi�� 1. CONMCT ALL TO Be N m OR PLATED. OIL MATERUM 2 METAL STRUCTURES: i'R 1,Fr'r,`• a STETL : FY n 36 KIN YON. D88Cw=x WEEL 18 00. 1014. THICK - 0.04n 1 B) ALUMINUM : 6061 -TB MIN. ®1 (ALUM. 0.074° MIN, IN=) METAL STRUCTURN ATTACNMEN'P DETAIL 6063 -T6 ALUMINUM � L -8701 1 0 6063-T6 ALUMINUM C-) WDWA WITH GLASS TYPES 'A, C, OR 0' INSTALLED ABOVE SOFT. IN THE mm. THE 1.6 EXTERIOR LITE SHILL Be TEMPERED. ALUM" MILLION - 4WLN t TYPE. 7ta1L 0£St6N PRA LD,HTATIONS (AUM 0.078 - MIML THICK) LOWER PRF.MMM OF Y OR MULL SHALL OOYJRN -w 12 X3/4• &D.S. FLAT HEAR, PHILLIP& C ELLVAroN AT SHEET 17 TOR HA>X. FASTO+ER 8PA08J6 ANO DP TABLES FOR GLIANTITY) iaR 'm CAULlw `431 iRAME G EXTERIOR ®MW MULLING D= ATIX. NOTE! THE LOWER PAES9lR m OF THE OR MULL SHALL MERN 1/4- MAX, 0 13 &0.S. X 1. 1/4' L. r` SHiM (BEE B4ttl111 AT SHEET 8! 1IN E01t _ FOR MAR. FAgTEPRIL ) v-1 L-xnvm FRAME NOTE: dT NO—ITM FUUM 1. CONMCT ALL TO Be N m OR PLATED. OIL MATERUM 2 METAL STRUCTURES: PAST s a STETL : FY n 36 KIN YON. D88Cw=x WEEL 18 00. 1014. THICK - 0.04n 1 B) ALUMINUM : 6061 -TB MIN. ®1 (ALUM. 0.074° MIN, IN=) METAL STRUCTURN ATTACNMEN'P DETAIL NO—ITM FUUM FRANC WINDOW HIM OIL MATERUM PAST s RED. D88Cw=x S®8A8 1 L -7703 1 FRAME HEAD 6063 -T6 ALUMINUM I$ L -8701 1 FRAME: SILL 6063-T6 ALUMINUM 3 L -7701 i FRAME FXA JAMB 6063 -TB NAMINTIM 4 L -7704 1 FRAME FWD MEETM RAIL 6063 -76 ALLINIT" S L -7709 1 VENT MEETING RAIL 6063 -T6 ALUM" 6 L -7707 1 VENT TWAMTOM RAIL 6063 -76 ALUMI M 7 L -8703 I FRAME VENT JAMB 6063 -T6 ALLMWIDI 8 L -7706 I VENT JAMB LATCH RAIL 6063 -T6 AUJl11I= 9 L-8708 I FRAME SILL TRACK 6063 -T5 ALUMNUM t0 L-S708 I FRAME SILL RETAINING CLIP 6063 -T3 ALUMINUM 11 L -7708 AS RECD- GLAZING BEAD t 3/8- ) 6063-79 ALUMINUM 12 FS -0M6 AS REO'D. FRAME ASSEMBLY SCREWS 48 X 314' PA PHILLIPS 13 FS-040 AS IEOD. INSTALLATION SCREWS 414 SMS F.H./PHIL, 14 L -75M AS REO'D. VINYL BULB 1/4' DUL BULD rJ= 15 PVS -003 AS REO'A F119 SEAL VEATHERSTRIP .187• w x 230' h 16 PVS -009 AS REND. FIN SEAL VEATHIRSTRIP .187• w x ,l- h 17 PVS -009 AS REWD. FIN SEAL WEATIiRSTRW 487• w x .310' h 18 L -7711 AS REO'A GLAZDa BEAD t D4SIB.ATED) 6063 -TB ALUM04{DM 19 PWS -001 AS RECD. PILE B - MAZ1MG BEAD 407, • x ,150' h 80 L -8706 AS REO'D. SILL RISER ADAPTER 6063 -TS ALLRL- OPTIONAL In L -7539 2 VENT EKTRIIDEB SPRINB LATCH 6063 -TS ALUh08m Be MC -087 -1 2 VENT MB,DED SPRING LATCH MOL.IRD NYLON 23 L -?923 1 x LATCH LATCH SPRING STAINLESS STEEL 24 x 2 SILL /JAMB JMMT GASKET I/16' CLOSED CELL FOAM 29 FS -041 I 8 SILL RAIL ASSEMBLY SCREW 43 X 2 114- PJUPHIL. 26.1 RC-044-1 2 WEEP FLAP 6 DAFFLE ■ 26.2 HC- 1 X VEEP OPEN CELL FOAM PAD I/S• x VR• X 2' L• 27 HC -040-1 2 SASH ROLLER 6 HOUSING a 28 MIC -D26 -1 1 SCREEN FRAME 6 MESH ■ 89 ■ 1 ATTACHMENT SCREW S CLIP 48 X 5/8- SJL& 30 HC -058-1 E VENT SWEEP LATCH MCLUD NYLON 31 MC-059 -1 2 VENT SWEEP LATCH DIS CAST METAL 32 L -8830 I X ArchwIFRAME SILL ANCHOR CLIP 6063 -TS ALIomm 33 r 8 LAMINATED GLASS We DataDs B L.H. of whim/ 9 34 M AS RECD. GLAZING SILICONE Sae DataS 8 L.H. of shmet 9 35 OPTIONAL AS RECD• COLCAMAL FALSE HI MIN ALUM" 36 SM -8904 AS RECD. JOINT SEALANT a 37 a AS RE11% PERIMETER ACRYLIC CAULK I OSI POLYSEAMSEAL .a r I:. lLC.. 1[ri I1.k 2 19 HIT VI t =J Lawagag ludushies, Inc. A. DRAWINGS 1. ManufadurWs die drawings and sections. Drawing No L87 1, tided "HS-8700 Horizontal Roffing, Flange Impact Windo*", sheets 1 through 10 of 10, dated 05/30/09 with revision A dated 01125/12, by it r, signed and waled by ThomiLs J. Sotos, P. E. B. TEM 7 ow 1) A-6 T?411i"flAn Te*-k per FBC, TAS 202-94 SWU Air Pressure Test, Loading per FBC TAS 202-94 -41 Water Resistance Test, per FBC, TAS 202-94 arV Missile Wipact Te.,q n P1 1A 4 w 01 �q 1 1_94 11�� CycHe Wind Pressure Loading M.. "DC 2*0-94 r kA, Ift13 leI)j 6) Forced Entry Tesst, per FBC 7.411 3:2:1; TAS 2f T, t-91 -AT —2—a 01 VL' .. X()X [114;112,1!4 and 1/3,1/3,1/3' Ting &Testing, Inc., Test Reports No.'s: :sue, B Wrl 104M 11 ETIA 0-3W M,31 - -If 6-3M. 0 hTf- 1 #,J- 3056, RET I - 10- 1" HE 10- - - UM - 10 - 31 M, E Z T I- 10 3 13 "A ITY 141 C - 7, -2 2 lk WE � TIP - , 10 T- O.Ati.4 11109110, 03M/ I I and 04/25111 QUIt-1 W by Camilf-IRWIV. Ftwt, PX_ ark 11 Droz-Seda, P.E. -l'ien rePorts am 1) Air Inhumnowl'wt rw P-Pul-TAS 202-944 Uniform Static Air Pressim Ted, Loading per FOC TAS 202-94 W.,dv-w ResWanf me Test, per FW-, TAS 202-194 W. TAS 701 -()4 re I A*q 'BC TAS 203-94 ner FRC. 241132.1. TAS 202-94 iorta wi* nvarke6_un dmwrl -z a-r nj;fwidifwfl;�M M t po "i iw44;41 N - ., M An Al nrium ho&ontall sfidim XO coofirm-Am-L pte pmed by Himieme ;,Amcerm & a.. Inc.. Test Repcec* No.'s 11k*,'1ff-4,S-4_V-Y'3. HIIRXI-4,10 - 2034. `4 Z1.3_ 20 t-ne"T.7 -M-2*47 RKTI-PA ilk"I"I 4,,4-211-&_A&nd QQf2"1 afldqmd and swled6 Candido V. Font. P_ E. NubmNed mdw pwbm NOA No. m Q MI M1 DADE COUNTY PRODUCT CONTROI. SECTION DEPA RTMVJWr OF PZRMMV4G, EN EPM: AM REGUILATQRY 1 1805 SW 26 Shat, Room 208 AFFAIRS (PR%A) WmmL Florida 33175-2474 (1ARD AND C(DtBE ADMINP&MATION ; cl a �iCs a T (7 96) 315 -2590 F (786 ) 315 -2599 �T 0110E (�� l x'14 O Ca's'h -FB Indushrits, &%I NW 90 Street Medley, FL 33166 SCOPE: s�1�lll}}S����I.•�,.,'O,,A�ys being issued UP&- -- the, �fr iif:.ja iss' T¢►t€ °4 ,�E::� °: � �.,.....:. � : %ex�� "ii 1.-, ll Sii- (J� 6:t•}ll',SI�.CuW,a(n materials. he d nue�1.!!11.i -i �iPi- Y�fE:tB o37a e`.r.. -: +... _ __ _ _t _ _ .s _ Dv + • �• _ - -ay q l all c2wed by the Authority !4avinp ItiAAiction (A "j). -'-= -jfi i!: _.. :,S_ "s3? :•a5$"e "a' e?:�` r$c1[r en. �,.•±g� .tis s ;R $' iiv f. Ibe s"ami-) -?ade County Product Control - _ - -==�� - -: - �:= •�:::- :�,�:::- ;•,,a;a,;.;�tyt r;aea: +cc :-tse ::s ss s ss. ....asr: arts u;x uestn rvet"Self ammias t JmnTV4 rfVN- WVATn0 FUMT to have this moduct or mawTial uswd for aaaW assue -aai F_ao�i3M ,wt x m rwcA d itf � f81�3 tD w"�t92'rpi in the , tr � � win ae�c eu- °e =*f qj 6"v wrr1 tiro ANT may 1 b [i-�,I sax r `s-. ...-�. ..v. ._ _- s _ - Control 1 _ �Kd: dxs..9it ivy,.; .Lv k;?* scat • •. Vt sue. a -y�asv iv a.:b UL. 3 _ >ddill t°..�Ti `�4 <. � ay v� v 3 - liding Code. Florida Hwiding Rctfling �`f.w- O aia -i :.- 1 is,w*3'4TJ9 , *iVh- A 4aftd :J1f251U, prqxavd - � . _ y , emu ; . ti by iri'�` g 3ksc °srn W iLl l! '•'mduct Cowl IN ISSI I " ACY RAWem h - ZAIM1.1 _k' r it=sa, Is w4 rp�_�t�s$ -_t: �� 'Y�"a: aSw j ' € :: t or 2, r f vy noted borwn. of NUI e a." ba culasi ed, a ° a m=_ml appm4wicm ban bom Mod and dwre has bwn chaW in the of tb,,m, :.t rho i<$ ki.19$ ?m'_.-F'- u?'t" 2t:3 $- q'.k: =x�f Y.' e'aa the i1c.-t aai:p-im l}3 ±�G�i;. �33,"E�t,.`x. � -fJ 8E�4Y l�ffi. as + ��I�i�em$it -`• � NOA. Failure 'g }. "�!g "' 3 �j E� ._ __ of �yy�}t. (�y�}� ��t�n •""t iv . :xi1sA . <mArx Y ! s i i:ti% l \�If1 Fft$Y$4$Yttev..s aJl. lvta'a,� -9 !SS f>% i$fi?d' 4� j$3• H-�av� C mty, Fl 6.da. and aiswaved, rim it BIWA be �k '` Y s= /� tbFav r aa�4as c s 4a y. es'r esaa4'? 8 . s a a. of NOA is ;}. ���`d.� u a €,�i1g:� n;s ' t stswtw3s�ar■ /r��t ;Oy�PY/l� tai , i'3W R'tv M $6A uEd:ii .t >ow iA. -�Y a� yTi`ii" �+� V' µ1- Ii "a.:5.i• "WRe S°�.$i' av� V1YV _ ft submided 40ct b v mmud Pam P.L ALM • ..n.aw. ase-'t9xwt 3 XR&BMU Datm April 11, 20417 i, Aingawd Daft March 29.2012 Pap 1 Q M MIAM CITY iz�� % 9 MIAMI -DADE COUNTY PRODUCT CONTROL. SSMON DEPARTMENT OF PERMr!•r NU, ENVIRONMENT, 11805 SW 26 Street, Room 206 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F (786) 315-2599 NOTICE OF ACCE"ANCE (NOA) wwmmi Lawson Industries, Inc. 8501"90 street Medley, FL 33165 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The docunte tian submitted has been reviewed and accopted by Miami -lid County PERA - Product Control Section to be used in Miami Dade County and other amas 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 arm other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as dawalmd herein, and has been to fly with the Lida Building Cade, including the High Velocity Hurricane Zone. D Ohl: 77 r -Alminhum ffin* Hung Window -- Lam. APPROVAL DOOCii : Drawing No. L77 i, titled "Series- -7700 Single Hung Flange Frame Impact Window", sheets I through 5 of 5, dated 05/27/09 with revision A dated 01/20 /12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami -Dade County Product Control Revision stmap with the Nice of Acceptam nwnler and expiration date by the Miami -Lade County Product Control Section. N[Imu IMPACT RATING: Large Adis impact Redowt LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. I wAL of this NOA shalt be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. DMIN NATION of this NOA will oc= after the expiration date or if there has beep a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination oral removal of NOA. .AU MENT: 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 come in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the uses 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 # 11- 0705.09 and consists of this page I and evidence pages E-1 and E-2, as well as approval document meiiitioned above. The submitted documentation was reviewed by Mmed Perms P.E. an NOA Na 12. 0127.16 Exphuflon Date: December 27, 2016 Approval Date: March 29, 2012 31M Page 1 Law-son Industries. be, NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No L7700 -0901, titled "Series -7700 Single Hung Flange Frame Impact Window", sheets 1 through 5 of 5, dated 05127/09 with revision A dated 01 20/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on. 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marrked -up drawings and installation diagram of aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s IIETI- )9-2530A and HE -11-09-2534B, dated 03/02/09, all signed and sealed by Candido F. Font, P. E. (Sub Wed under previous .NOA No. 09- 0706.09) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Uniform Static Air Pressure Tess, Loading per FBC TAS 202 -94 along with marked-up drawings and installation diagram of aluminum single hung . window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI -08 -2003 C, HETI -88 -2004 A, HET149 -2060 Vii, HETI -08- 2060 B, HET! 2061 A, x-2061 % HET!- 0-2062 A, HETI -08 -2062 B, HET 148- 2063A, HETI- 08 -2063B, BET148 -2064A and RETI48 -2MB, dated 03/15/08, all signed and sealed by Candido F. Font, P. E. (Submlmd underpmPlaus NOA'i .T 3. Test reports on: l) 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 20294 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Tess, per FDC 241.13.2.1, TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s Yf L and VIL-2 86, dated 04/03/01 and 03/27/01, all signed and sealed by Luis Antonio Figueredo, P. E. lNubw0ed umkr prey s NVOA NV& 06 -UK 08) Manic] Pprw4P.E. Product Ceatro er NOA No. l 127.16 Expiration Dale: December 27, 2016 Approval Date: March 29, 2012 E -1 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBG -2007, prepared by Lawson Industries, Inc., dated 05/28 /09, revised on 01/18/10, signed and sealed by Thomas J. Sotos, P. E. 2. Glazing complies with ASTM E1300402l04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 11 -0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGla* Interlsyer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01. issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09 /08/11, expiring on 12/11/16. 3. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05105111, expiring on 05/21/16 F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, dated Jammy 25, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated May 28, 2009, signed and sealed by Thomas J. Sys, P. E. I'SaLwit-Med uu zA' = NOA No.1 d- 0705.09} 3. Laboratory compliance letter for Test Reports No. HET149-2530 A and HET149- 2530B, issued by Hurricane Engineering & Testing, Inc., dated 03/02/09, all signed and sealed by Candido F. Font, P. E.(Sii;.s�ieecu' �'�.'OA t'�►'�i. 994',=;.09) 4. Laboratory compliance letter for Test Reports No. HETI -d8 --2003 C, HETI -08- 2004 A, RETI-08 -2060 At HETI -08-2060 B, HETI -08 -2061 At ETI-08 -2061 B, IMfl-W2062 A, HE T I- 118-2 213, UM-49-2063A. - 2063B, HETI- 08 -2064A and HETI- W2064B, issued by Hurricane Engineering & Testing, Inc., dales 03/15/08, all signed and sealed by Candido F. Font, P. E. (Subm ed an&r pr us NOA No. 0"825.17) 5. Laboratory compliance letter for Test Reports No. FTL -2987 and FTL -2986, issued by Fenestration Testing Laboratory, Inc., dated April 03 and March 27, 2001, all signed and sealed by Luis Antonio Figueredo, P. E. (SubmiW wider preWous NOA No. 06- 0496:08) G. OTIUM 1. Notice of Acceptance No. 11-0705.09, issued to Lawson Industries, Inc. for their Series "S14-7700 Flange" Aluminum Single Hung Window - LMJ., approved on 08/18/11 and expiring on 12/27/16. Man I P Proded Control xa er NOA No. 12-0127.16 Expiration Date: Demnber 27, 2016 Approval Date: March 29, 2012 E -2 VAD.ASLE AS 1'a+r u.. 48" x 78" EQUAL LITE ELEVATION • INCLUDES UN -EQUAL LITE AND MOM HEAD (LIMITED TO LOADS ON SHEET 4 OF 8) R I "It" WIDTH � INSTALLATION CAP 4 FM AT � wa�wl ,rig • g 1.14. tJ `��— f%T.6aft L1E�W vii s(�il Ate WODDV RISK WIDTH AVALAME AS OPTIONAL. UN -EQUAL LITE RADIUS IC.EVATION OIMITEO TO 'LOAM ON SHEET 4 OF 8) — DDaes• � I Wvaw R= WIDTH UN —EQUAL LITE ELEVATION (UNITED TO LOADS ON MM 4 OF e) General Notes: ZlZNlLa- r(uU bINGLE HUNG IMPACT VVINDGW - FLANGE FRAME 1.) THIS WINDOW SYS= IS DMONED AND TESTED TO COMPLY WITH THE MqQUIRF.MENTB OF THE 8010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE Vm`GC ER8( NOT 241u, A T 1300-02. THIS PRODUCT 18 IMPACT RESISTANT. 8.) STOOD BUCKS SHALL SE INSTALLED AND ANCHORED 80 THAT THE BUILDING RESISTS THE SUPERIMPOSED LOAD$ IN ACCORDANCE WITH THE REQUIREMENTS OF 8010 FJLC. At TO BE REVIEWED BY BIRLDINO OFFICIAL &) ANCHOR$ MOWN ABOVE ARE AS PER TEST UNM ANCHOR ON ALL WINDOW SIZES ARE NOT TO E%CEBD THESE MM14UM SPACINGS ON CENTER (D.C.) AND AS TABULATED ON SHORT 4, 4.) ANCHOR CONDITIONS NOT DESL:RIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A WE SP=M BASIS, UNDER SEPARATE APPROVAL AND TO BE RBYIEWW BY BUILDING OFFICIAAL. B.) WINDOWS AM QUALIFIED FOR USE WITH SINGLE MAZE LAMINATED GLASS TYPES TABULATED HORKIN (SEE SHEET y3), AND FOR USE WITH DOUBLE OLME LAMINATED INSULATED CLASS TYPES TABULATED HEREIN (SEE SHEET #S). eJ SEE SHORT 8 FOR I= DETAILS & OPTION& T.) SEE SEW 4 FOR OBSION PRESSURES AND OL40 TYPES. &) FOR OPTIONAL FRAME INSTALLATION MAUS SIB SHEET 3. Qa BICI. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 10.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS). PRIOR TO WINDOW INSTALATION. (SEE SHEET pR FOR DETAIL & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 8010 PBC CHAPTER 84, SECTION 11.3. &31 11.) APPROVAL APPLIED TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 12.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPFS OF Mm -DAIDE COUNTY APPROVED WINDOWS USING A MIAMI -DADE COUNTY APPEMD MULLION IN BETWEEN ARE ACCEPTAIR,E BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 13. SEE SUM B 3 FOR MULION /METAL ATTACHMENT DETAILS & OPTIONS. 14. ALL IMAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMMAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MOW SECTION 8003.8.4 OF THE 9010 FLOSIDA IHDG. CODE. rim A ug VINODV FLAIM MVM WIDTH w F SILL JAGS tSEE OUT sp A e• D m 4 11 , EXT. 6 INT. FALSE EMAWAL HOT= ARE APPLIED W/ S@a88• W SILICONE AND ARE Y1N�V BUCII WIDTH AVAILABLE AS m+rsawAL. EQUAL LITE ELEVATION (LIMITED TO LOADS ON SHEET 4 OF B) � w $ v Z 0 I FE r �I t I i 1/4• TAPCON W/ 1 1/4•— MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET FOR MAX. FASTENER SPACIN O EXTERIOR ORADE- PERMETER CA" EXTERIOR C O EXTERIOR I PERIMETER ALL WOOD BUCKS ENGINEERED SEPARATELY — B. TO BE REVIEWED BY BLDG. OFFICIAL tTYP.) P.T WOOD BUCK NOT BY LAWSON IMIL 181.4T SUSTAIN INP=D LOADS o .A 4. A. SILICONE ADHESIVE DEDMNG CROWD TED MAU 1¢E INTERIOR RAItT ,9 IT ORADE .4 . •n °� °• er• Ell 014 S.M.S V. 1 1/4• MIN. EMBEDMENT INTO W000. MC ELEVATION AT SHEET 01 FOR MAX. FASTENER SPACING) s 1' 0 WW n 014 S.M.S. W/ 1 1I4• NK EMBEDMENT INTO WOOD. CM ELEVATION AT SHEET 01 FOR MAIL FASTENER SPACDO EXT. GRACE ' I cAw.M --% OR B BY BUCK N' MAX. SHIM TYP A1_ LNJMTED GLASS Yi 8T. VODD DUCKS ESIVE`9..k °a DUMB INTERIOR p �• I4• TNK= VI 1 V4' �° o T � EMBEDMENT INTO CUM. 19 '' ME ELEVATION AT SHEET 01 rCR MAX. FASTENER SPACING) all 4 IMIS e 0. 1 1., Him EDGE DISTANCE a j EXTaRtoR � 4x' x 3 PERIMETER CAULK NO PERIMETER GRAUL -WDNWW FRAME VIDTH 8 I• W [HST TIpN HIOT1R8: � I. THE WINDOW FRAME FLANGE TO BE RACK -REDBED W/ AN EXT. 1 � GRADE CAULK TEAR THE ENTIRE PERIMETER OF FLANGE N BY WINDOW INSTALLER tTYPJ j B. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO E DE SEALED W/ AN APPROVED EXTERII3R GRACE CAULK BY OTHERS (TYP.) • WUN 'IHE OAP RETRESN THE WINDOW FRAME AND THE RUCK OR j MASONRY IS LESS THAN 1/8', OHM ARE NOT REQUIRED. ANCHORS NOTE_ ANCHORS TO RE NIE SMS OR WD. SCREWS INTO WOOD, OR 1 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CDC, WITH A MINIMUM OF 1 1/4' PENETRATION INTO WMD DR E CONC.(REFER TO LOAD TABLES AT SHEET 4 OF 5 FOR ° QUANTITIES REQUIRED) 8 4 » '! BCYI ow EMNW OPTlI9B'. ON %m - PF1160D W 1 SPECiMlM 0 "W GLAMM WPM iJIMINNINIVIYiiYl: - Jlr� r Jr* r I� o � ��rr._Tii�ryr�;I�l'�[• In`'.S`i�i��.`�'ii - Jlr� r Jr* r I� ��rr._Tii�ryr�;I�l'�[• In`'.S`i�i��.`�'ii - EvIll r Jr* r fD W� "�' -;j- YY C7`�Y1��'�'� EvIll r Jr* r fD W� lmlmmmmT (ll)rY j'. irTT I`J'V Ai](lTi "�' -;j- YY C7`�Y1��'�'� r Jr* r lmlmmmmT (ll)rY j'. irTT I`J'V Ai](lTi "�' -;j- YY C7`�Y1��'�'� oil i>rr.z.� sm 5rir SI II A LJ Jam b knaho 9 1 i /fJ APPROVED COATFICURASIOM3 UAT -EQUAL �HlLtAD G4PACfiY F1 -EQUAL 1JT8 WAI�WS -- - 42 as 8 80.0 Glf=Type 2 B GhmlVpa 4 GlasaType 8 80,0 GM=Type 7 63.128 MRIGW 91� 80. 4 19.128 Go no 60.0 no 26.6 04 28 80.0 90.0 37 Or- a 90. 37' 42 6 8D.0 80. 80.0 48 __8T_ 42 80. 8D.0 6 .126 89 8D.0 80. 80.0 18.126 7 5 W.o 80. no 25.6 8D.0 8 80.0 28 3 .2 no 80. 80.o 2 74. Sa.378 4 ODA 128 7 W.0 80.o 80.0 28.8 6 W60. 80.0 7 7 no UM 2 7 WA 80.0 DESIGN CO D CAPAMY 42 - VIEW 80.0 80.0 80.0 rl t 1 $0.0 WINDOW I Jamb Glass Type 80.0 WIDTH NEG"T Ancho 4 19.128 59 80.0 60.0 80.0 28.6 5-9 10.120 80.0 6 8D.0 8 8 80. 80.0 2 89 80.825 80.0 no 80.0 a 80.0 60, 37 83.125 8 no 60. 80.0 19. 8D.0 42 60.0 26.5 60,0 8D.0 60. 8D.0 7 80.825 8 60.0 W.O 2 8 W.0 60.0 MM 48 63 80.0 80. 80.0 53.128 83 89 60.0 8D.0 19.128 74.25 W.0 60. 80.0 2 .5 7455 80.0 80.0 60.0 37 74.25 8 60.0 W 4F_ 74.28 i 80.0 80. 80.0 53.128 74.26 f 60.0 00.0 19.10­ 78 80.0 60.0 28.8 78 8 80. 37 78 125 80.0 42 78 - 69.0 W.0 16.125 1 i /fJ APPROVED COATFICURASIOM3 UAT -EQUAL �HlLtAD G4PACfiY F1 -EQUAL 1JT8 WAI�WS -- - WIN=N 1� Jamb AAChM t!- Glf=Type 2 GI TM 3 GhmlVpa 4 GlasaType 8 G16esType 8 GM=Type 7 WIDTH MRIGW 91� 28 4 8D.0 80.0 no 80.0 no no 28.6 28 W.0 90.0 W.0 80.0 80.0 80.0 37' 28 60.0 8D.0 no 80.0 80.0 no 42 28 8D.0 80.0 no 8D.0 8D.0 80.0 49 28 W.o 60.0 no 8D.0 8D.0 80.0 126 28 W.0 8D.0 no 80.0 80.o 80.0 1 1 Sa.378 4 ODA 80.0 M0 W.0 80.o 80.0 .6 F no 80.0 80.0 80.0 00.0 no UM W.0. 80.0 WA W.0 80.0 no 42 WN 80.0 80.0 80.0 80.0 80.0 1 $0.0 48 38.375 8D,0 80.0 80.0 80.0 60.0 80.0 38.3n 80.0 80.0 00.0 80.0 W.0 80.0 10.120 80.8M 6 8D.0 80.0 80.0 W.0 80.0 W.0 8 80.825 80.0 no 80.0 80.0 80.0 80.0 37 W W,D no 60.0 80.0 no 8D.0 42 KIM 80.0 60,0 8D.0 80.0 8D.0 48 80.825 80.0 $0.0 W.O 8D.0 1 80.0 W.0 83.125 MM 80.0 80.0 80.0 80.0 W.O 1.128 89 6 8D.0 I W.0 WA W.0 80.0 80.0 M.6 89 80.0 80.0 60.0 80.0 W.O W.0 37 W WA W.0 i 80.0 W,0 80.0 80.0 42 59 W,0 00.0 no 80.0 80.0 80.0 Be 8D.0 W,0 W,0 125 Be 80.0 80.0 - - W.0 16.125 63 6 W.0 no 80.0 W,0 eo.O 80.0 5 83 80.0 W.Q W.O 80.0 no W.O 37 83 8D.0 no 60.0 00.0 80.0 80.0 42 e3i 8D,0 00.0 . W.O. W.0 60.0 80.0 48 83 W.0 8010 60.0 53.126 83 8D.0 Ko W.0 1.128 74.25 6 W.0 80.0 W.0 80.0 no no 23.5 74.25 also no W.O 8D.0 no 8D.0 ST 74.25 WA no 6D.0 42 74.26 W.o 80.0 6D.0 49 74. W.O ,0 63126 7438 74.0 77.0 - - - 80.0 19.28 78 8 80.0 no 620 no 80.0 80.0 23.8 78 80.0 no 60.0 80.0 80.0 6D.0 76 W.0 W.0 W.0 2 78 78.0 79.0 76.0 78 71.0 71.0 71.0 s p E M 8gg< c 7d� ® m C F 4 a BILL Or MATERLAW ITEM ; PART i R2QD• D1IMPTION 92MAMM 1 L -7801 1 FIN FRAME HEAD 6063 -T6 ALUMINUM 2 L -7802 1 FIN FRAME SILL 6063 -T6 ALUMINUM 3 L -7803 2 FIN FRAME JAMB 6063 -T6 ALUMINUM 4 L -7704 1 FRAME FIXED MEETING RAIL 6063 -T6 ALUMINUM S L -7705 1 VENT MEETING (TOP) RAIL 6063 -T6 ALUMINUM 6 L -7706 I VENT B13TY014 (LATCH) RAIL 6063 -T6 ALUMINUM 7 L -7707 2 VENT JAMB (SIDE) RAIL 6063 -T6 ALUMINUM 8 L -7708 AS REO'D. GLAZING DEAD ( 3/8') 6063 -TS ALUMINUM 9 FS -006 AS REO'D. FRAME ASSEMBLY SCREWS #8 X 3/4' PJ1. PHILLIPS 10 FS -040 AS REG& INSTALLATION SCREWS 014 X 1 1/4' FWPHIL. 11 L -7531 JAS REG% BULB VINYL WTS'P 1/4' DIA. BULB #3033 12 PVS -003 AS REV& FIN SEAL VEATHERSTRIP 187'x.230' 13 PVS -045 REO'A FIN SEAL WEATHERSTRIP 187'x.3.90' 14 PVS-009 S REO'D. FUN SEAL WEATHERSTRIP 187'x310' 15 -024 -1 2 SELF ADHESIVE PILE PAD 1/4' X 11/2' 16 L -7711 REO'D GLAZING BEAD/ INSULATED 6063 -T5 ALUMINUM 17 L -4204 S REG'D. GLAZING DEAD - RADIUS 6063 -TS ALUM" 18 L -7723 1 SASH BALANCE CAM/GUIDE (8 X VENT) 19 L -7725 2 RMID VINYL SASH STOP (2 X FRAME) 20 L -7787 2 BLOCK 6 TACKLE BALANCE BSI Balarx:# Systems 21 L -7539 2 VENT LIFT LATCH 6063 -TS ALUMINUM 22 L -7523 1X LATCH VENT LATCH SPRING STAINLESS STEEL 23 x S REG'D. GLAZING SILICONE SEE GLAZING 8 SHT. 3 24 ■ 2 Lanlnatsd Gloss SEE GLAZING DETAILS 25 HC -057 -1 2 VENT LIFT LATCH MOLDED NYLON 26 HC -038 -1 2 VENT SWEEP LATCH MOLDED NYLON 27 x 2 FRANC SILL FOAM GASKET SELF ADHESIVE 28 HC-086-t 1 SCREEN FRAME S MESH 29 L -7730 1 PRODUCT LABEL 30 s ■ s r 31 SM-S�4 RE(YD JOI(T SEALANT SM -5504 32 r AS REO'D PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL rN in M® MIAMI -DADE COUNTY' • PRODUCT CONTROL sECTIOPi DEPARTMENT OF PERMIT NG, ENVIRONMENT, AND REGULATORY 11M SW 26 8bwt, Room 208 AFFAIRS (PERA) MiamL Florida 33175 -2474 BOARD AND CODE ADWIDUSrRATION DM810N T (7861315 -2590 F (780 31S -2599 NOTICE OF Aq!CE A1�IC� +01 env m�midsde.�vinnra! Lawson Industries, Inc. 8501 NW 90 Stt Vet Medley, NL 33166 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 Mumi -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 of the expiration date stated below. The Miami Dade County Product Control Section (In Miami Dade County) and/or the AM (in arm 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 expanse of such testing and the AM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PFAA 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. IiE3CRIPTION: Clipped Ex&mw Alundnarn Tube iV gmun w laud w/o S`teeI R�mforc�en aat— L1�.I. APPROVAL DOCUMENT: Drawing No. LAw-ML -1001, titled "Aluminum Tube Mullions" Sheets I through 10 of 10, dated OV27/10 with revision A dated Ol/25/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, 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 manufacture's name or logo, city, state, model/series, and following statement! "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affb ating the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Nam 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. IPTSPECTION: 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, # 10-061002 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 Peru, P.E. NOA No. 12-0127.07 Expiration Date: May 30, 2017 lt2 Approval DeW Mareh 29, 2012 Page 1 L wson Indusfr%` NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufactur&s die drawings and dons. 2. Drawing No. LAW -ML -1001, titled "Aluminum Tube-Mullions" Sheets 1 fibrough 10 of 10, dated OV27/10 with revision A dazed 01/25 /12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked-up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. SETT -02 -1714, dated 8/27 /02, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under NOA# 034225.07) 2. Test reports on: 1) Large Mime 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 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1716, dated 8/27/02, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted underNOA# 03-022107) 3. Tensile Test report on 0.10" thick wall aluminum tube mullion, prepaared. by Hurricane Engineering & Testing, Inc., Test Report No. HETI402 -T091, dated 09/16/02, tested per ASTM E8, signed and sealed by Rafael E. Droz -Sella, P.E. (SuubmiW underNOA# 03- 0225.07] 4. Test report on: 1) Uniform Static Air Pyre Test, Loading per FBC, TAS 202 -94 along with marked-up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90" span mullion and a 45" high fixed window on top, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1383, dated 2/13/96, signed and sealed by Gilbert Diamond, P.E. (Submitted wider NOA# 02 -0501.05) 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 markedup drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1718, dated 8/27/02, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted widerNOA# 03 -0225.06) '.e7t'ra 'F- j r ?J,0,4 Menu .Per Product Control Ira . NOA No. 12 -0127.07 Expiration Date: May 30, 2017 Approval Date: March 29, 2012 E -1 Lawson Industries* Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (cnwuum) 6. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & -Testing, Inc.; Test Report No. HETI -02 -1717, dated 8/27/02, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under .NOAf# 03 0225.#4) 7. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with markedaxp drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1376, dated 1/31/96, signed and sealed by Gilbert Diamond, P.E. (Submtted under NOW ©3- 022106) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, dated 05/17/10 and updated on 01/25/12, prepared, signed and sealed by Thomas J. Sows, P.E. 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 10 Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None, F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, dated January 25, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated May 20, 2010, signed and sealed by Thomas L Sotos, P.E. G. OTHERS 1. Notice of Acceptance No. 10-0610.02, issued to Lawson Industries, Inc. for their Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement -- L.M.I., approved on 10/06/10 and expiring on 05/30/12. Mannel P P.L Product iCoutrol finer NOA No. 12-0127.07 Expiration Date: May 30;2017 Approval Date: March 29, 2012 lAW ANCHOR /CLIP VERTICAL GLAZING GLAZING PRODUCT ANCHOR /CLIP HORIZONTAL MULLION r GLAZING PRODUCT PRODUCT --- --------- VERTICAL - ANCHOR /CU VERTICAL MULLION MULLION GLAZING GLAZING GLAZING z PRODUCT PRODUCT PRODUCT cHOa /cu WIDTH (W) = W1 + W2 + W3 111 a ANCHOR /CUP �I I WIDTH (W) = WI + W2 2 9 + N ri I o ANCHOR /CLIP ANCHOR /CLIP I— HORIZONTAL MULUON GLAZING GLAZING PRODUCT r—HORIZONTAL MULLION GLAZING PRODUCT VERTICAL GLAZING MULLION GLAZING PRODUCT PRODUCT PRODUCT VERTICAL. ANCHOR /CU �I I WIDTH (W) = WI + W2 2 9 + N ri I o ANCHOR /CLIP ANCHOR /CLIP I— HORIZONTAL MULUON GLAZING GLAZING PRODUCT r—HORIZONTAL MULLION GLAZING PRODUCT " �:. GLAZING GLAZING PRODUCT PRODUCT z VERTICAL. MULLION ANCHOR /CLIP W1 W2 MULLION SPAN WIDTH (W) = WI + W2 a lavUll 11 - IN ki - it � - 9 + N II + N 6 g� THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI —DADE COUNTY APPROVED IMPACT AND NON— IMPACT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA 81"NG CODE 2010 EDITION MCLUDIdG HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. ALL GLAZING PRODUCTS USED MOTH THESE MULLIONS MUST MEET THE APPLICABLE FLORIDA 61.06. CODE REQUMENTS LE: VOND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC, I MULLIONS ARE APPRWED FOR RIPALT AND NON— IMPAOT APPLICATIONS, INCLUDING WBJDOWS. DOORS OR COMBINATIONS MAY BE MULLED. 4. WOOD BiICRS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE B. ASS SHAD. BE AS LISTED, SPACED AS SHM ON DEUS, ANCHORS EMBEDMENT TO BASE MATERW. SHAD. BE 8f V= WALL ORESSINO OR SriICCQ. 6. AMOHORING OR LOADING CONDITIONS NOT SHM IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 7. A LOAD D1MflON INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. & MATERIALS INO.UDING 6UR NOT LIMITED TO STEEL OR METAL SOWN, THAT COME INTO CONTACT WITH OTHER 018SIMIAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2010 FLORIDA BLOC. CODE — KM= 2DG3JL4, 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET 2 OF 10 FOR DETAILS AND NOTES. * REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 2, FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET 4 OF 10 FOR DETAILS AND NOTES, * REFER TO SHEET S OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 6, 7. 8, & 9 OF 10 FOR DETAILS AND NOTES. * REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS PRODUCT RMS10 81g O t 456 2X MULLION CLIP BD93 -T8 1 Y MULLION ION IP 8085 -T9 2xa Lr STD. TUBE � 3 2X8 STD. TUB m —9.000 STAIMM TM aLm • 8083 - T 1 aes R3• 4= FRAME 1I 1 X 4 CUSTOM MULLI sou-f6 Ixx: 2.070 Int Sxx: 1.035 Ins (FLA M FRAME) SHLM ALL CLIP M LENGTH wv I X 2 1.688• 1 X 3 2.688' I X 4 3488' 2 X 4 3.688' 2 X 6 5.688' 1. ALL CUPS AND MOLES ARE TO M SNUG INTO TUBE MULLIONS. 2. WHERE ARLES ARE NOT FIT SNUG INTO TUBE MULLIONS, SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. 9.000 .1$4 6.ON1 JL2 _XS SM TUBE MULLION BOOS -TO hOl: 8.280 In! Ssx: 2.780 Ih' I X 3 cusrDM MuuKIN 8095 -78 Ixx: 1.000 le Sxx: 0.867 Ina " FRa►T0 9.000 1.� HL2 X 4 STD. 7UBE MULLION BOSS -T8 Ixx: 2.980 In! Sxx: 1.490 G:? �►ST�.ticnoas: USE CIAWM AND (IMPN8 AS FOU.0M Ix CUSTOM MUs LLION 8083 -76 Ixx: 0.950 G14 Sxx: 0.633 GPs lam 198 4= flu Sxa srD. 'ruse MuLUON BOBS -TB Ixx: 2.070 in! sxx: 1.035 0 I X 2 CUSTOM Mlx uTnl X93 -T9 Ixx: 0,370 tn`. Sxx: 0,370 fns 1.� 3.000 1x3 STO. TUBE ULJIM ,a Ixx: 0.950 In! Sxx: 0.83 �9 .ham rT T 4-A .9ffi .07B UM9 I X 2 CUSTOM MULLION 8083 -Tb Ixx: osm Ind Sxx: 0.330 Ins (FLANDE FRAME} 1.000 .185 [j am 1X2 SID, TUBE MULLION DTs qc �hm. O.SJO ire w. Jm1:..0.330 in? THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED NRTH ALL LAWSON'S MIAMI -OADE COUNTY APPROVED IMPACT AND NON- IMPACT PRODUCTS. tlQIESI 1. REFER TO THE GENERAL NOTES ON SHEET I OF 10 FOR BUILDING CODE COMPLIANCE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 3. REFER TO SHEET I OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. l i. LL F 235 20.8 18.8 17.1 158 34.8 83" � IV470A 15.4 MULM YIA.1dWd OlAM GIAM PRODUCT PRODUCT 744W 8c^ 1n° In. 0 28.3 40.7 86.7 T 37. 82.1 1t8 V --I -0 d 20 61.8 osz 150.0 3 3 71ja lGM0 a 9 4 .1 im.1 1418 1 162 352 12&2 4 .e 107.8 4 27A 30.4 85.8 0 24.6 35.5 88.3. 22.4 32.3 78.4 81 - 20S 288 71.8 T, - W6 3 108° 28.5 57.7 M.1 1800 11 18.0 43.3 62.6 1580 �saaa■�n l5a 04.6 40A 1 3 aaaa�� 2I 8 44.5 1116 aa�a�r� Ml 30A 07A r■saMmwmrrmmwm - AI 31.1 2 41 OEM 182 V.7 .7 Mvm aaaa�■! 15.7 22.7 82A aaaa■m - .8 .8 79 a MUUAN TYPICAL MULLION ARRANGEMENT S 11o�p 9iAPE MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) WIDTH (W) = Wi + W2 2 1n° In. 0 zig p if M B •, 1�i e d aa�m aaa�■ aaaa�� cI� aaa�raj aaa�■� aaa��i �saaa�� �saaa■�n aaaa�� aa�a�r� r■saMmwmrrmmwm ■saa OEM a■a Mvm aaaa�■! aaa�a aaaa■m ■saa�s�! aaa�r�i asa�r� aaa�� �saaa�� aaaa�x�� iaaaa�' zig p if M B •, 1�i e d .I% IX MULLION. CLIP am -TO CLIP LENGTH XULL .082 .mss 318 1 X 3 12s SIR 4= 2 X 4 1688• 2 X 6 4. 3 ' as 456, 402 Lm > oee txa 1xa TLI9E MULLION 1 X 3 CUSTOM MULLION ems-18 CUSTOM hfl1LION 0083 -TO blx: 4.709 Ind Ixx: 4.709 Lnf Ixx: 2.188 in4 Sxx: 2.355IW Sxx: 2.355 In! Sxx: 1.446IW (FLANGE FRWO (FLANGE FROG IX MULLION. CLIP am -TO CLIP LENGTH XULL °v 1 X 2 1.688 1 X 3 2.686' i X 4 3.688' 2 X 4 1688• 2 X 6 SAW LIPS AND ANGLES ARE TO Fn 'O TUBE MULLIONS. ANGLES ARE NOT FIT SNUG E MULLIONS, SEE OPTIONAL DETAIL AT SHEET 9 OF 10. 2 X B STD, TUBE MULLION 8003 -T8 ba::19.048 In! Sxx: 8.549 0 2 X 4 sTe. Tuee�� 4003 -TO lux: 7.849 ir14 Sxx: 3.828 in! INSTRUCTIONS: USE CHARTS AND O&V" AS FMMS, :.o� LS00 ffi 1.732 43 G ffi 1 X 3 >uIw STD. 'RISE MULION 1 x 3 em-T8 _cuSmM MLt_:ON 000.1 -T8 i��FtlddS Ixx: 2.186 to °. 4 Ixx: 2.218 Sxx: 1.448 A Su; 1.476 In! (FIN FRAME) p w 4w= �O� Ift 7 RECTANGULAR ALUMlh M T 1R M ONS USM MULLION PROPERTIES ONLY THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI —DADE COUNTY APPROVED IMPACT AND NON — IMPACT PRODUCTS. NOTES; 1. REFER TO THE GENERAL. NOTES ON SHEET 1 OF 10 FOR BUILDING CODE COMPLIANCE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. $/IS' TAPCONS 8 /te. MIN. EDGE DIST. CLIP PsNMYION t -yr MIN. vmw P10141mum 2-3/16° CONCRETE OR WCONs CUP (t EACH teLl¢y t po MOLE 4° OLLDW 8 )CK I ! 1 1x A=TLxt CLIP 1 11 FX2 MIN, _ WOOD I wm BUCK IS FLOAM CUP 1j x I � lJ _ Z i I 1 II 1 1 I a/IW rAPlxxva .ANCHORS TYPE 'O' (INTO BLOCK > I t t/a' wn 3/4° 1 5 /IW TAB f filar tocams ' I ANCHORS ( YANfiI a a PER ANm E ' ALL CLIPS AND ANGLES TO FIT SNUG 4 ANCHORS THRU 1X SUCK INTO CONCRETE OR BLOCK iml t i V • # INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. 1 ' ' • i i t t 1 1 p',, # ,,I e 2 7 / 8° 1 MIN. EDGE DIST• 2•-4 CONCRETE OR HO 4 HOLLOW B. K 8 /te° TNT e/te' 1-3/4' Mx. FMR1E0 M1tt0 MASONRY 1 -314° MIL fO1j"T O MASONRY a BY WON RUCII I ALUM ANGLE 2 PER CLIP (1 ON EApI WO) t t/a' wn I ANCHORS TYPE 'G' (INTO CONCRETES ALL CLIPS AND ANGLES TO FIT SNUG 4 ANCHORS THRU 1X SUCK INTO CONCRETE OR BLOCK iml t i V INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. 1 °x4° & 2 °x4° MULL p',, e MIN. EDGE DIST• 2•-4 CONCRETE OR HO 4 HOLLOW B. K 8 /te° TNT e/te' 1-3/4' Mx. FMR1E0 M1tt0 MASONRY 1 -314° MIL fO1j"T O MASONRY a BY WON RUCII I ALUM ANGLE 2 PER CLIP (1 ON EApI WO) PER ANGL E L UALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS '. e TAPCONS MAY BE HEK OR FLAT HEAD. 1 ANCHORS TYPE 'A' 2 ANCHORS INTO WOOD F ' I i I _.. By � '� _ � 7 Y 9 Y t/A' 1 1/4. MIN. WON. V 5 for B E 4 PER CUP (a ON EAGT pfit0) 1-1/r Max, 9 wow euwc I ANCHORS TYPE 4 ANCHORS INTO WOOD CUP Ixt - - -- ^^ WOOD BUdt tx F10ATptl0 CLW 1 1 1 1 1 1 I I I i 1 1 I 1 I ANCHORS TYPE ''C,', (INTO BLOCK) �'; %••r ►' n ANCHORS TYPE 'F' f INTO CONCRETE •. • •+ ' • ^'• 2 ANCHORS THRU IX BUCK INTO CONCRETE OR BLOCK 54,� INTO MASONRY EACH AM) SAW um MDL am tum MARCH I PER AN ANCHORS TYPE 'C' (INTO BL= ANCHORS TYPE 'F' (INTO CONCRETE) 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK mr,ocam �-- WAL 1-3/4 UK EMBED iMTO MASONRY 2 ;R CL• (I ON EACH WW) 1-3/4' AM EMBED IN 1 WIC EDGE DIS7. -3/16' CONCRETE OR 4- IDLLOW So" $ 11ir TAPCONS slir viam 1-3/4* AM DRIED ORO MASONRY 1-3/4' MK E wo MASMYRY 4 PER CUP (2 ON EACH WWO) 2 PER AN= 2 PER A3/4 IN all 4 zi; am BLOM OR 3 M) ANCHORS TYPE 'G' (INTO CONCRETE 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK 1"3c4* & 2'x4" MULL MULL CONCREM OR Cum? w 1-3/4- NK WISD INTO MASONRY 4 PER CLIP (2 ON UOH *M) CUP qqi idlN. EDGE DIST. 16- CONCRETE OR HOLLOW BLO K 3-3/4' MI 7�"TAPCOMS 3'' /.• ON. EMSM INTO MISSMIRY 4 PER CUP (2 ON EACH *W) CUP LENGTH mm v 2 X 4 - UBB• I, X 6 5.688. .—NO MULL S/Ir TAPCONS 4. EDGE DIST. 6" CONCRETE OR FIN WOOD :NGTH ANCHORS TYPE 'E' ANCHORS TYPE 'H' ( . ANCHORS -.1 .. - AN INTO CONCRETE OR SOCK TYPE 'H' (INTO CONCRETE) CUPS OR MOLES CONNECTED DIRECTLY TO KASONRY TO BE PROTECTED 2'XG" MULL SHOWN ANCHORS INTO CONCRETE or BLOCK WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR 2"X8' MULL SHOWN I WATER-WHITE METHACRIMATE LACWM $ /Ir W=w 1-3/4' UK PAWD WO MASONRY 4 PER CUP (2 ON EACH IRMO) MULL S/16" TAPOOMS WK USED IMM MASONRY 4SC791344" CUP (2 ON EACH W") 1 3/4' MIN. ---------- ----------- I? IIN, EDGE DIST. A '18• CONCRETE OR r—t Hmow BL 4 T2 -7/16" or as CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO K PROTECTED WITH ALKALI — RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER-WHITE VEFHACRYLATE LACQUER. MIN. EDGE DIST. 2 -3/16° CONCRETE OR LOCATION OF SCREWS CONNECT= ANGLES TO TUBES WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS. 5110' YAPCM J41 1-$/4' MR. DAM mffo 4 AN 2 m AN= AUVALYW irm 0-0 f> 00 OPTIONAL- -ANCHOR DETAIL ANCHORS INTO CONCRETE OR CEMENT III= CUP MULL LENGTH W I x 2 11m. I x 3 2.688' 1 X 4 3.688' 2 X 4 16m• L�2_x 6 j 5488- 1. ALL CLIPS AND ANGLES ARE TO FI SNUG INTO TUBE MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS, SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. #12 FA 2 1/4* 74PuL Ltm 1 14 BALS. cmA*IL j fwDE MULLION ANCHORS TYPE It METAL TO METAL CONNECTION USE 0VWS FOR ANCHOR TYPE 'I' TO VERIFY CAPACITY OF CONNECTION PRoat=9 as [$Ct_A_ND FL � TO FIT SNUG UBE �MUIL S I0 M, 7 OR FLAT HEAD. 38 soars D a .-P MULLION 74414 1 94 1 68 1 78 1 11e 1 IM I w 1 122 1 1w I a3 1� 84 1 = T wl 69110411MI 77 116 1w $31 49 1 132 88 1 26 1 53 1 61 1 fM J. 1h1 1 98 1 = I tae 1 72 48 144 = L., 23 1 47 1 64 1 81 1 109 ® w 120 66 48 10 MAIM ANCHOR CLIP NOTES: I. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER $ TO SHEETS S. 7. 8, & B FOR DETAILS AND NOTES. 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COYER LOCATIONS AT HEAD, SILL OR JAMB ENDS. S. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. Zil o y & 1i a, r MecaWind Std v2.2.4.4 per ASCE 7 -10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date : 1/24/2014 Project No. : 2014 -001 Company Name : E.M.Mora - Architect Inc. Designed By : E.M.Mora - Architect Address : 8752 Southwest 143 Street Description : Ext Door /Window Replacement City : Palmetto Bay Customer Name : Ronald Cleek State : Florida Proj Location : 882 NE 97 ST, Miami Shores File Location: C: \Users \Manny \AppData \Roaming \Mecawind \Default.wnd Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 2 : 12 Slope of Roof(Theta) = 9.46 Deg Ht: Mean Roof Ht = 11.50 ft Type of Roof = HIPPED RHt: Ridge Ht = 91.50 ft Eht: Eave Height = 9.00 ft OH: Roof Overhang at Eave= 2.00 ft Overhead Type = Overhan Bldg Length Along Ridge = 74.00 £t Bldg Width Across Ri Length of Hipped Ridge = 10.00 ft Roof Slope on Hip E 88 g Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq. >1 Hz) use 0.85 = 0. Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6 *Ht = COPY lzm: Cc *(33 /Zm) ^0.167 = Lzm: 1 *(Zm/33) ^Epsilon = Q: (1 /(1 +0.63 *((B+Ht) /Lzm) ^0.63)) ^0.5 = Gust2: 0. 925*(( 1+ 1.7 *lzm *3.4 *Q) /(1 +1.7 *3.4 *lzm)) = 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11 -1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/ -0.18 Wind Pressurs Main Wind Force Resisting System (MFRS) - Ref Figure 27.4 -1 IA B Kh: 2.01 *(Ht /Zg) ^(2 /Alpha) Kht: Topographic Factor (Figure 6 -4) Qh: .00256 *(V) ^2 *I *Kh *Kht *Kd Cpww: Windward Wall Cp(Ref Fig 6 -6) Roof Area Reduction Factor based on Roof Area F is = 0.85 = 1.00 = 33.94 psf = 0.80 = 14744.47 ft ^2 = 0.80 } MWFRS -Wall Pressures for Wind Normal to 74 ft Wall (Normal to Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 pall Cp Pressure Pressure +GCpi (Psf) -GCpi (psf) ---- ---- -- - - - -- - - -- -- ----- - - -- -- ----- - - - - -- Leeward Wall -0.50 -20.53 -8.32 Side Walls -0.70 -26.30 -14.09 Wall Elev Kz Kzt CP qz Press Press Total ft psf +GCPi -GCPi + / -GCpi ------------------------------------------------------------------- Windward 9.00 0.85 1.00 0.80 33.94 16.97 29.19 37.51 Roof - Dist from Windward Edge Roof: 0.0 ft to 4.5 ft Roof: 4.5 ft to 9.0 ft Roof: 9.0 ft to 18.0 ft Roof: 18.0 ft to 64.Oft Overhang Bottom Side (Windward only) Overhang Top (.00 to 4.50 ft) Overhang Top (4.50 to 9.00 ft) Overhang Top (9.00 to 18.00 ft) Overhang Top (9.00 to 64.00 ft) Cp Pressure Pressure +GCpi(psf)- GCpi(Psf) ---------------- --- - - - - -- -0.90 -32.07 -19.86 -0.90 -32.07 -19.86 -0.50 -20.53 -8.32 -0.30 -14.76 -2.55 0.80 23.08 23.08 -0.90 -25.97 -25.97 -0.90 -25.97 -25.97 -0.50 -14.43 -14.43 -0.30 -8.66 -8.66 Notes - Normal to Ridge Note (1) Per Fig 27.4 -1 Note 7, Since Theta<= 10 Deg base calcs on Eave Ht Note (2) Wall & Roof Pressures = Qh *(G *Cp - GCPi) Note (3) +GCpi = Positive Internal Bldg Press, -GCPi = Negative Internal Bldg Press Note (4) Total Pressure = Leeward Press + Windward Press (For + or - GCPi) Note (5) Overhang bottom based upon windward wall Cp and GCpi = 0. Note (6) Ref Fig 27.4 -1, Normal to Ridge (Theta <10), Theta= 9.5 Deg, h /1= 0.15 MFRS-Wall Pressures for Wind Normal to 60 ft wall (Along Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall CP Pressure Pressure +GCpi (psf) -GCpi (psf) -- ------- - - - - -- -- - - -- ----- - - -- -- ----- - - - --- Leeward Wall -0.45 -19.19 -6.97 Side Walls -0.70 -26.30 -14.09 Wall Elev Kz Kzt CP qz Press Press Total ft psf +GCpi -GCpi + / -GCpi ------------------------------------------------------------------- Windward 91.50 1.24 1.00 0.80 49.67 27.66 39.88 46.85 Windward 9.00 0.85 1.00 0.80 33.94 16.97 29.19 36.16 Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)- GCpi(psf) ---------------------------------------------------------------- Roof: 0.0 ft to 5.8 ft -0.90 -32.07 -19.86 Roof: 5.8 ft to 11.5 ft -0.90 -32.07 -19.86 Roof: 11.5 ft to 23.0 ft -0.50 -20.53 -8.32 Roof: 23.0 ft to 78.0 ft -0.30 -14.76 -2.55 OH Top : 0.0 ft to 5.8 ft -0.90 -38.18 -38.18 OH Top : 5.8 ft to 11.5 ft -0.90 -38.18 -38.18 OH Top : 11.5 ft to 23.0'ft -0.50 -26.64 -26.64 OH Top : 23.0 ft to 78.0 ft -0.30 -20.87 -20.87 Notes - Along Ridge Note (1) OH = Overhang, no internal pressure considered for Overhang (GCpi =O) Note (2)' Ref Fig 27.4 -1, Parallel to Ridge (All), h /1= 0.12 Wind Pressure on Components and Cladding (Ch 30 Part 1) (f ( A -1/1 � 1 '•y � ' 1 ?� 1 ; 1 ? 2; 1 1 ' 1 I , 1 SI 'tiy l pia h y4d 1 'l __, Hip Roof 7 < 0 -= 27 a All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = = 4.60 ft Roof not sho%m ; 1� 4 r ! 1� �1 WAb pa a F1 A• �,1 P .t 1!2211 ! 1 � y i - fh `,d 'I' MP Roof 7 -e- 0 -- 27 11 %4A . Description Width Span Area Zone Max Min Max P Min P ft ft ft ^2 GCp GCp psf pef ------------------------------------------------------------------------------- Window 1 3.08 3.17 9.8 4 0.90 -1.10 36.66 -43.45 Window 2 1.58 3.17 5.0 4 0.90 -1.10 36.66 -43.45 Window 3 3.08 3.17 9.8 4 0.90 -1.10 36.66 -43.45 Window 4 4.50 4.17 18.8 4 0.86 -1.05 35.18 -41.81 Window 5 1.58 3.17 5.0 4 0.90 -1.10 36.66 -43.45 Window 6 3.08 3.17 9.8 4 0.90 -1.10 36.66 -43.45 Window 7 4.50 4.17 18.8 4 0.86 -1.05 35.18 -41.81 Window 8 1.58 4.17 6.6 5 0.90 -1.40 36.66 -53.63 Wiindow 9 9.25 5.25 48.6 4 0.79 -0.98 32.95 -39.33 Window 10 1.58 4.17 6.6 5 0.90 -1.40 36.66 -53.63 Window 11 2.17 4.17 9.0 4 0.90 -1.10 36.66 -43.45 Window 12 4.50 4.17 18.8 4 0.86 -1.05 35.18 -41.81 Window 13 3.08 3.17 9.8 4 0.90 -1.10 36.66 -43.45 Window 14 4.50 4.17 18.8 4 0.86 -1.05 35.18 -41.81 Window 15 4.50 4.17 18.8 4 0.86 -1.05 35.18 -41.81 Window 16 1.58 4.17 6.6 5 0.90 -1.40 36.66 -53.63 Window 17 5.50 4.83 26.6 4 0.83 -1.03 34.37 -40.90 Window 18 5.50 4.83 26.6 4 0.83 -1.03 34.37 -40.90 Door 19 5.50 6.67 36.7 4 0.81 -1.00 33.61 -40.06 Window 22 1.58 3.17 5.0 5 0.90 -1.40 36.66 -53.63 Window 23 3.08 3.17 9.8 4 0.90 -1.10 36.66 -43.45 Door 24 2.67 6.67 17.8 4 0.86 -1.06 35.31 -41.94 Window 25 4.00 3.00 12.0 4 0.89 -1.09 36.23 -42.97 Rhcc:Comp. & Clad. Table 6 -3 Case 1 = 0.85 Qhcc:.00256 *V ^2 *Khcc *Kht *Kd = 33.94 psf Roof not sho%m ; 1� 4 r ! 1� �1 WAb pa a F1 A• �,1 P .t 1!2211 ! 1 � y i - fh `,d 'I' MP Roof 7 -e- 0 -- 27 11 %4A . T) D ®(L 5 L ci 1 2q Lawson Industries, Inc. 8501 NW 90', Street Medley, FL 33166 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 pmform 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 detenmined 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 descried herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "La Portei° 8'4" Outswing Ghwed Aluminum French moors - L.M.I. APPROVAL DOCUMENT: Drawing No. FD 2003, titled "La Porte - Impact French Out -- Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12112/02 with the latest revision "F", dated 03127/13, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami -Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series, and following statement: "Miami -Dade County Product Control Approved °, unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration elate 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 ci.I.ssifttars and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 12-0127.23 and consists of this page I and evidence pages E-1, E-2 and E 3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI NOA No. 13-0328.11 . Expiration Date: June 0S, 2018 Approval Date: June 06, 2013 ,� 5vj; Page I Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. manu&ctunes die drawings and sections. (S'ubuti'tted under preplous NOA No. I1-- 0202.03) 2. Drawing No. FD -2003, titled "I.a Porte - Impact French Out-Swing Door ", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/ /02 with the latest revision 'T', dated 03/27 /13, signed and sealed by Thomas L Sotos, P. E. B. TESTS 1. 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 aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI 11 3201, issued on 01/06/2011, signed and sealed by Candido F. Font, P. E. (Submifed under NOA No. 11- 0202.03) 2. Test reports on: 1) Uniform Static Air Presswe Test, 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 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HK 1-09-2623, HETI -09 -2645, HETI-09 -2624 and HETI -09 -2646, issued on 10122/2009, signed and sealed by Candido F. Font, P. E. (SubuthVed under NOA No. 10-0128.04) 3. Test reports ow 1) Air Infiltration Test, per FBC. TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 --94 4) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports Mo.'s AETI- 04-1897, HLTI -04 -1896 A. HEM-04-1896 B and HETI -04- -1377, issued on 03/08/04 and 03/12/04, all signed and sealed by Rafael E. Droz-Seda, P. E. (Subntttted wider NOA No. 04- 0607.04) 4. Test reports on: 1) Tensile Test, per FBC, ASTM Erb along with .marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HET142 -TO95 and HETI- 02 -T090, issued on 01/13/03, both signed and sealed by Rafael E. Droz -Seda, P. E. (Submitted render NOA No. 03- 02.19.01) Jaime D. Gaston, . E. Product Control Section Supervisor NOA No. 13-0328.11 Expiration Date: June 05, 2018 Approval Date: June 06, 2013 E--1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on:1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile impact Test per FBC, TAS 201 --194 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 aluminum Outswmg French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI- 02 -1253, HETI -02 1726, HETI- 024728, HETI -02 -1736, HET1-02- 1742, HETI- 021763 and HETI -02 -4765, issued on 01/14/2003, all signed and sealed by Rafael E. Droz -&eda, P. E. (Submitted under NOA No. 03- 0219.41) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by the manufacturer, dated 12/12/02 with the latest revised dated 07/02110, signed and sealed by Thomas J. Sotos, P. E. (Submitted under NOA No. 10-012& 04) 2. Glazing complies with ASTM E1300 -98/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Deparhnent of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaciteg PVB Interlayer" dated 04/11/13, expiring on 12111/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25111, expiring on 01/14/17. 3. Notice of Acceptance No. 12-1231-08 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 03/28/13, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance with the FBC -2010 and AAMA 101/ I3.2 --97, dated 01/25112, signed and sealed by Thomas J. Sows, P. E. (Submitted under previous NOA No. 12-012 7.23) Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 13-0328.11 Expiration Date: June O5, 2018 ApproM Date: June 06, 2013 E -2 Lawson Industfl Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 2. Proposal issued by Product Control, dated 07/27/10, signed by Ishaq Chanda, P. E. (Submitted under NOA Na 11- 8120103) 3. Laboratory compliance letter for Test Report No. HETI -11 3201, issued by Hurricane Engineering & Testing, Inc., dated 01/06/11, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 11-0202.03) 4. Proposal issued by Product Control, dated 03126109, signed by Renzo Narciso. (Submitted under NOA No. 10-0128.04) 5. Laboratory compliance letters for Test Reports No.'s HETI -09 2623, HETI- 09- 2645, HM -09 -2624 and HETI -09 -2646, issued by Hurricane Engineering & Testing, Inc., dated 10122/09, signed and sealed by Candido F. Font, P. E. ( Submitted under NOA No. 10-0 128.04) 6. Laboratory compliance letter for Test Reports No.'s HETI -04 -1897, HETI- 04- 1896A, HETI- 04-1896B, HETI -04 - 1377, HETI- 02 -T095, HK 1-02 T090, HETI -02- 12539 IIETI -02- -1726, HETI -02- -1728, HETI -02 - -1736, HGTI -02 1742, HRTI -02 -1763 and HETI -=02 1765, issued by Hurricane Engineering & Testing, Inc., dated 01/14/03 and 03/08104, all signed and sealed by Rafael E. Droz -Seda, P. E. (Submitted under previous NOA No. OS 1116.06) G. OTHERS 1. Notice of Acceptance No. 12- 0127.23, issued to Lawson Industries, Inc. for their Series "La Porte 8'-0" Oatswing Aluminum French boors - L.M.L", approved on 04/05112 and expiring on 06105113. J` Jaime D. GasFon, P. E. Product Control Section Supervisor NOA No. 13-0328.11 Expiration Date: June 05, 2018 Approval Date: June 06, 2013 E -3 ANCHOR NOTESI 1. Xi® 0'fC. MAX SHEET PACT BOX OP MATERIALS ITIN If DR!'0 & PART III RS D. D) CWMN IiBNARX9 1 L-901 UI-098 1 FRAME HEAD 6463-T6 ALWORR4 e L -902 LU -097 I FRAM Stu 6463 -1`6 ALUMINUM 3 L -903 LU -M a FRAME JAMS 6063 -T6 ALUNDIM 4 L -904 LU -096 a SIDELITE JAMB ADAPTER 5063-75 ALUMINUM 5 L -906 LU -092 e x Panel PANEL TOP 6 BOTTOM MAIL 6063 -T6 ALUNNUH 6 L-907 Lit -091 1 x Panel HIM STILE 6063 -76 ALWPDDI 7 f L -M 1.II -094 1 to PaAN LOCK STILE 6063 -T6 ALUMINUM D L -909 LU -095 2 X Parrot TON 6 BOTTB4 RAIL ADAPTER 603-T5 ALUMINUM 9 L-911 LU -085 AS RES'A V4 ROUt61 AUK DEAD - 7/16• 6063-75 ALUMINUM 10 L -912 Lm-a7 AS Ran V4 Raw ALL DEAD - 3/B' 6063 -TS ALUMINUM It 171-04 -e L -908 2 to pa" HPIOE LEAF ASSEMBLY 6063 -75 ALUNOW IR VVS -001 TP 3M AS REWIL BuOa V6g4 Vts'p•-TeaA Ptastka, trrc See Natermt ConPO6MM at Sheet 13 PVS -= to AS MEGA VTVP. B TON /8077. RAILS IS - 187'9. X.814`1% 14 PVS -0118 s AS R MA VTVP. 8 FRAME HEAD It JAMB S@hlepel PS - 487'9. X 3309% IS I L-910 I LU-M e to Pavel STMMER MMD84T1iKM PLATE 6063 -TB ALONOOM 16 FO-BI9 FD -619-1 2 X PoAM STRIKER PLATE 6063 -T$ ALUMINUM 17 FD-fiM Llt-0B6 AS REOA IAAXIMO ADAPTER 6063 -16 ALUMINUM le NZ-001 SF -55012 R X PoRN DELTA FLUSH WLT 40 TOP 6 BOTTOM OF UICK STILE) 19 FD -Sat -P - 0411125 1 SET MDR I WX ! SAD BOLT SET KWWV - swam 690T emu" e0 FO -GS -2 - 024/gI?B 1 SET DOW I= / DEAD BST SET SCt0.ARE - SaMaa Fam ciew ei FD -621 -e - 924/11119 1 SET MR LOCK if DEAD BELT SET OEFIMNT - Series 831 CONDO DB - ' a; FS -035 AS RM& Frone tAatan. Sare9 - .Hood SA6 -- TAPCCN ( See Notwo 23 x FS-035 AS REWO. Frerm tnstoA Soar- Jarwan 5/16•- TAPCON 189* Notoa7 24 x FS-m 8 FRAME ASSEMBLY SCREW 012 X 3/4• PH-PHI, B9 a r"te As REWD. .IAMB Awry SCREW BID X 30' PJL -PHL 86 FD(-634 1.11 -171 AS REM V4 R(OND ALUM BEAD - 11/16' 6063 -T5 AU940M ' e7 to FS-043 8 OLAZ1M0 ADAPT. ATTACH. SCREV D8 X 1 I /4• FM -PHI. e8 to FS -049 2 1POrM Darole MH A611"t SCrew 3/8•X2 1/4• HON Svsr 6 Nut e9 a a AS REWA NEUTRAL CURE SILICONE SC nea^Movehead SM -3731 30 r w AS RMWA NEUTRAL ORE SILICONE Dow cam" 099 ' 31 is w REWD. INEUTRAIL CIM SILICONE Trams S -5110 3e to ■ AS R£W0. Leearmted Otowa see 5 Dupwt - Sag Goes Ptu9 33 x ■ AS REW0. Lawmteat Glass see 5 Dupont - PVB 24 r a REW4 L*,Jmted (toss moot P0. 5 Saftex - PVR 35 w me -002 a/Ponet PANEL ASST ALUM PLATE 1 1/2k 8'X I/8' (6063 -T5 ALUM 36 x IC -004 2 /Parts Paget ASS FvA L t Rod 301ram.-000 Wad, Plate, Nut 37 x FS -011 8 HINK ATTACHMENT SCREW 4111 X 3/4' PJL / PHI. 38 x FTt -Ou4 to S1OWTE ATTACHMNT SCREW no X r PwPOUL. - cir = Mesa 39 le-M 1 6/JaAk V8• Mo. Kate - WAA 6-6 MICRDPLA87[CS - Rtx..0 M -79 40 HC�7 7 RePans: 7/8' se. HMO POND - 6-6 MICROPLAVICS - Rockwell M -79 41 or HC -010 VMLT rum BOLT SU PIWQ - Nylon 6-6 SONCGPLASTICS tA@. Rock." 9-79 42 L-913 Ln-066 AS REWIX V2 NOIftNO FALSE ALUM HUNTIN M ALUMINUM 43 ■ x AS REAM INT FALSE APPLIED H NIIN W STCI( AUMONM 44 L -9t5 FD-6e3 REO'A FRAtit MEAD SMEAR PLATE ALUMOAM - 4' 45 L -916 1.11 -117 S REWL FRAME LOV STILL - (OTtIMAL A LUM" "JjfW FD -635 tC-AR0 1 TVO -POINT ftUSH80lT LGCI( 760 ARP DP) 47 FD -6e6 FD -628-1 B/Panel FLUSH 8CLt GUISE ALUK WILE I 8' Akm% 6063 -T5 t- 40 FD-687 FDl27-1 a /Paget a -poet Lock Belt Ovbe AN&E t 8' AWn. 6063 -T3 49 r r S REWA JOM Seetant- Vlate Catered o Seel 50 r6-638 He- 1 SET LCM ACTIVE HANDLE S TRMSET ASHLAND NVWO IA -A M 170-637 He- 1 SEi TT -PDBNT LACK ACTIVE ASHLAND OW15110-STACT5 Se PD-640 IC- 1 SET LOCK PASSIVE HANDLE 6 TRIIOET ASHLAND DVIIBOIA -P 53 FD-639 4C- 1 SET 1UD.T1 -POINT LOCK PASSIVE ASHLAND WWVU$- STPAS4 S4 F9-641 HC_ e N RV41 RW11-Pmnt I ock Bolt GWMa NYLON 6-6 Roekoo N state 79 55 x FS- 41-GWde Bolt-Gums At1oc)rrent Fastener 06 a 1/2' PJVPHIL. 56 rD -64e FC- 1 to Loa* Lack Top Mount Adopter NYLON ADAPTER 57 FD -W IC- 1 x Look Lack Hotta. M*%,t Adapter NYLON ADAPTER ANCHOR NOTESI 1. Xi® 0'fC. MAX SHEET PACT 1 OF 8 FOR 5 °'�• 3/ le 3/4• 4 e 14 1/6• • 4 A. SPACING AND LOCATIONS (at stdelite) n a o4 0 2. SEE SHEET 4 OF 6 FOR INSTALLATION active panel) InnC ve pam!) FASTENERS 3. R 0 FwwE HEM & au„ °OXXO" EXTERIOR HLEVATIOIV QUALIFIER SINGLE & MULTM PANSLS (WE RUBVATIONS). QUALIPISB UNITS WITH AND WITHOUT SIRSLIM MAX FILMS SIZE 145 1/8°0. R 95 3/4.26 OXXO SXT & INT FALSE tIOLON1AL WI T1N APPLIED W/SIL[CONS• QUALIPIRB SINGLE OR DOTJWZ tITTOM RAILS HAIL. DATUM OPENING WIDTH t= 85" MAX. DAYU112 OPENING HSODHT - SS 118" SRS BUIVATION AT SUM 1018 FOR MAX. ANCHOR SPACING ALL DIMENSIONS tR78OW= ARE IN INCHES N* 111111mAANR AtHP14GI12 AMR RRatIU MD MOTM 1). THIS PRODUCT IS DESIONED AS PER 2010 FLORIDA WILDING COOS, 2). M ASS MEETS REQUIREMENTS OF ASTM -EI300 AS PER CWTER 24 OF THE FSC 9010 CODE. 3). WOW SUCKS BY OTHERS. MUST SE ANCHORED PROPERLY TO TRA WER LOAD TO THE STRUCTURE & TO BE RMEWED BY BuiLDING OFFICIAL 4). ANCHORS 711741%% as LFSTED, AND SPACED AS NOTED AtiDYE AND ON DRAMINO OETAtLS. ANCHOR EMBEOtiE)iT TO BASE MATERIAL SHALL DE BEYOND WALL DRESSING OR STUDCo 3). SEE NOTES O SHEET 4 OF 6 FOR INTAUATION FASTENERS TYPE. 6). ANCHOPoMiO OR LOADING 0N 106 NOT SHOWN IN THESE GEMS 1 s• T rJ -1 k9 hj T 1 5' T ARE NOT PART OF THIS APAWNIAL LiMIT, AT1QN,�3: !!Rim 4). 1 1). MAX. OP a 100 PSF W/ (4) Wo@e Raga & Giese Types A. S. C & 0. 2). OP - &7 � W/ 2 SHEET 3 PoN 1 o k (adW)+ (2) SwloCe at trmethm 3). MAX. DP - *76 PSF W/ Flat S M & mint ee treed where Mater IHBtroG*n Is THOR" J. Sam rot rotPdred W OpeNnq IB Protected Dy oreift" rob* 9rooter than am. P Fe NO am" 1(NOINBBR MAX. OP ®860 PSF W/ MuRt -Point Leak at In*ettve T � Bppg//Mp�a/ /�• �� /�/ /gyp/ iI� I Y �.!' BS4T MAV 411111 St. • ".'�. S r • -. to eompty M 'BMXI84 -11 /01 i ? > d to *amply M/ FSC�D7 & added MEDLEY. FLORIDA 33100 Nd 01199 01/00/10 (MS) 848»11880 d MUM -POW Look 04484 /11 N AIRAWYORBR OF mum 411101011M XMI I8 An gun mu t embed to @amply M/ 2010 PW mm akw t►.1 6rao+ fto- aotapwam n- Q ..ram Od'AE( rum Dow 1 4Y 8 nt ° endue a Ne1toM Sraso of 1/ "LSl Porte" Impact" );Tench Out -Swing Door • ' �' ��' '^ ��`,� °­ Netso* Sraso "01 t8 q1 !4, SaPkr A'malMr neme„�idae 'i''7 %�T{�$%t�` n.Lei m@wowmalan f0 -2003 A.aelmtLwtO.a. 145 We' Max that Width •SPQM811Vi0th ;igMAdth C 33 13/16' max. > A C 35 3/16' max. AL BOLT. , M Max. 1X.0 M Mtdt 3 A gr�C� p p D D /1 ar r Inactive m 1�1 A Sidelite Active I 6V8 F moo' Lr 07%14• s�`j S Sid t to 7 g• g g. 2. SEE SHEET 4 OF 6 FOR INSTALLATION active panel) InnC ve pam!) FASTENERS 3. R 0 FwwE HEM & au„ °OXXO" EXTERIOR HLEVATIOIV QUALIFIER SINGLE & MULTM PANSLS (WE RUBVATIONS). QUALIPISB UNITS WITH AND WITHOUT SIRSLIM MAX FILMS SIZE 145 1/8°0. R 95 3/4.26 OXXO SXT & INT FALSE tIOLON1AL WI T1N APPLIED W/SIL[CONS• QUALIPIRB SINGLE OR DOTJWZ tITTOM RAILS HAIL. DATUM OPENING WIDTH t= 85" MAX. DAYU112 OPENING HSODHT - SS 118" SRS BUIVATION AT SUM 1018 FOR MAX. ANCHOR SPACING ALL DIMENSIONS tR78OW= ARE IN INCHES N* 111111mAANR AtHP14GI12 AMR RRatIU MD MOTM 1). THIS PRODUCT IS DESIONED AS PER 2010 FLORIDA WILDING COOS, 2). M ASS MEETS REQUIREMENTS OF ASTM -EI300 AS PER CWTER 24 OF THE FSC 9010 CODE. 3). WOW SUCKS BY OTHERS. MUST SE ANCHORED PROPERLY TO TRA WER LOAD TO THE STRUCTURE & TO BE RMEWED BY BuiLDING OFFICIAL 4). ANCHORS 711741%% as LFSTED, AND SPACED AS NOTED AtiDYE AND ON DRAMINO OETAtLS. ANCHOR EMBEOtiE)iT TO BASE MATERIAL SHALL DE BEYOND WALL DRESSING OR STUDCo 3). SEE NOTES O SHEET 4 OF 6 FOR INTAUATION FASTENERS TYPE. 6). ANCHOPoMiO OR LOADING 0N 106 NOT SHOWN IN THESE GEMS 1 s• T rJ -1 k9 hj T 1 5' T ARE NOT PART OF THIS APAWNIAL LiMIT, AT1QN,�3: !!Rim 4). 1 1). MAX. OP a 100 PSF W/ (4) Wo@e Raga & Giese Types A. S. C & 0. 2). OP - &7 � W/ 2 SHEET 3 PoN 1 o k (adW)+ (2) SwloCe at trmethm 3). MAX. DP - *76 PSF W/ Flat S M & mint ee treed where Mater IHBtroG*n Is THOR" J. Sam rot rotPdred W OpeNnq IB Protected Dy oreift" rob* 9rooter than am. P Fe NO am" 1(NOINBBR MAX. OP ®860 PSF W/ MuRt -Point Leak at In*ettve T � Bppg//Mp�a/ /�• �� /�/ /gyp/ iI� I Y �.!' BS4T MAV 411111 St. • ".'�. S r • -. to eompty M 'BMXI84 -11 /01 i ? > d to *amply M/ FSC�D7 & added MEDLEY. FLORIDA 33100 Nd 01199 01/00/10 (MS) 848»11880 d MUM -POW Look 04484 /11 N AIRAWYORBR OF mum 411101011M XMI I8 An gun mu t embed to @amply M/ 2010 PW mm akw t►.1 6rao+ fto- aotapwam n- Q ..ram Od'AE( rum Dow 1 4Y 8 nt ° endue a Ne1toM Sraso of 1/ "LSl Porte" Impact" );Tench Out -Swing Door • ' �' ��' '^ ��`,� °­ Netso* Sraso "01 t8 q1 !4, SaPkr A'malMr neme„�idae 'i''7 %�T{�$%t�` n.Lei m@wowmalan f0 -2003 A.aelmtLwtO.a. IT 2) 74 I.W hex LWt Htdth as 3/B• Not 35 310' New I T tm With T Mt 160th SloleUte �9p�' A 4,33 113/16 ienN. ) A 1 } l P Not BL vm [ x. 71 C IF ,. D� I si $2 I D 4 8 a •" EIEVATION "0" ELEVATION P S 7a S/ib• Now leet W1t�h AA11,, NUMM � / $►4fO OAamfe AT t 3.P`W'tl ox 77001188 A P 'D✓3P P f Tm "B" (+ /Pa-P TY"0 M t 01dOC w01 [ I NN• 10 114• 16 114• 22 t/4' 25 1/a 20 V4' _ 1/4• TP 1a37 r� +864 It 3/16• 276-0 064 +760 5 +860 v 276.0 A UV Ie nR uve N � y� 6e +_80 23 3/16• V x76.0 :f ` t [ 44� 29 3/16• a +764 +760 e i 31 3/16• *764 *764 *760 5 286-0 35 3/16• t7" !740 _764 IT 2) 74 I.W hex LWt Htdth as 3/B• Not 35 310' New I T tm With T Mt 160th SloleUte �9p�' A 4,33 113/16 ienN. ) A 1 } l P Not BL vm [ x. 71 C IF ,. D� I si $2 I D 4 8 a •" EIEVATION "0" ELEVATION P S mWK ") NUMM � / A [ { W 'D✓3P P f Tm "B" (+ /Pa-P TY"0 M t 01dOC w01 Wtl NN• 10 114• 16 114• 22 t/4' 25 1/a 20 V4' _ 1/4• TP 1a37 5 +864 It 3/16• 276-0 064 +760 5 +860 v 276.0 476-0 Ie 3 - T 70X0" ELEVATION —!V" L A "OX" ELEVATION 145 VV On W t Vhth APPROVED CONFIGURATIONS sTS AlTamm MY rPolylte� � pS�sVwlp�h �/ TN) A REPRESENTATION 33 13116• r+nx 11 A f 35 3/1b• imN�7 V( L FROM dtAERNR s AND ARE AVAIIA pig ARE APPUEO W/ SN N:ONI �Y IABI B NtITF1�nOS�I E 80TMM RAIL �U7._Vl ° 29 4. OUT -VRM DOOR "TROUT INSECT SCREEN. - _ - "OXXO" ELEVATION ^x�,kTF. Ola 1. SEE ELEVATION AT 9F1EET 1 OF b_ PQtt ANCHOR O.C. MAN. ACN40 MO LZ m 2. ?KTM 4 OF 6 Fit INSrALIATM All MtODUMMOMM tl coWpl7Ng wOGOro[4odds Dade Ifts •LePo7te IMPACT PRRNCB OUMMG 00011 - ONION LOAD CHUM mWK ") NUMM � / A + /0 W 'D✓3P P f Tm "B" (+ /Pa-P TY"0 M t 01dOC w01 Wtl NN• 10 114• 16 114• 22 t/4' 25 1/a 20 V4' _ 1/4• TP 1a37 5 +864 It 3/16• 276-0 064 +760 5 +860 17 3/16' 276.0 476-0 +76,0 3 +_80 23 3/16• !764 x76.0 27U 3 •864 29 3/16• +764 +764 +760 S 1864 31 3/16• *764 *764 *760 5 286-0 35 3/16• t7" !740 _764 101/4• 16 114' Be 114• 28 114• 30 114• 34 1/4' 93• XM 6 2864 11 3/16• 27" +740 *764 6 •664 17 3116• +764 +764 •760 6 +864 23 3/16• •764 2760 764 6 156.0 29 3016• 1764 2764 2760 6 +864 31 3/16• 1764 060 +760 6 +864 135 3116• 76.0 tM 760 ww0u0xwm ad. a0.ww0 www • D MBENINE708 Ot al ! OF MM4M AT FRMA A VA a Not= LA WSCAN to W 7Bt1 m - f 5501 NW 90th St. to eomPly w/ >'J' B added MEDLEY. FLORIDA 331ti5 d man 01/a/l0 a c. {305} 699 -"W mutt -tbSOi W& Of/8T /I I MANOPAC7U68R OF MUM ALUXINOM 110M 8 AM CUM MRS to mimly W/ late m mm, ewe A.4 aow r a aaewp whtr ewe n" APPMMAI. 1MAAW 7M6TA N 2 OP 0 mms t oe 4I 27 1t "La Porte" Impact" French Out—Swing Door ' Note= emu 1,41vis 4v"I" ".ta IW, Rmiwu '-A- FO -2003 n L"* •e I Wr Vt % FOR SPActism E s TP.TJ WOOD DUCK I I -L4• RAX. SHIN TYP. MULLION •..�+r DLO Width 4-4 N • « Panel Width 14 1 MTM EMBED T O YP ! U ) �.J INTERIOR SIDE (SEC NOTES BELOV FP SPACIN ) LOCK STILE 2 21 15 16 tULi= 4 JAMS . Y:•';i Act 1 r1 1 IA7 12 �bKoMBte 17 12 8 2�3 :+ �Y , Ol'J EMMOR SIDE UNIT "Ono NI WIDTH TWO-PO MULTI-POINT MAL OP - 678 PSF MAR. OP - *86 PSF OPTIONAL LOCK DETAILS r. y Nnx sH�f C� 1 ' MIN TEM 8ED ANdiOR NOTES: 1. SEE_ FBI t 0A110N AT WWI OF 0 FOR ANC O.C. MAX* AND AND LOCATIONS. 2. 6 - FOR NSTALLATION / \ a+ vd0itheFlalds No Active inactive Data OPTIONAL BOLT ® TOP RAIL Active Inactive 011301061 on tRY oR E3 g B3 12 ( +) OPTIONAL SILL` h • '• N � _OPTIONAL BOLT ® ROTTOM BAIL VII TyENy A�PpCO W/ MIT EHBEi SEE DETAIL ES FOR MOUNTING LMTMN &EE ID% Bft FOR 8PACDH�7 YP FLUSH BOLT & IH FLAT SILL NVM M -POINT I= UMITATIONS: ODORS 6 SIDELITES VITH THIS SILL TO K 85 1/4• W& FRAME HUGH1 1). MAX. OP . A80 PSF W/ (4) THIS TYPE 13 SILL 3 LIMITED TO •1- 764 Par DESIGN LOAD AND S NIM 8008 $ Oloae Types A. 8. & C. MUST BE USED VHERE WATER INFILTRATION IS NOT REQUIRED 1IR THE 1). MAX DP t76 PSF W/ 2 -P" EXICRItDt OPENING IS PROTECTED WIN AN "TDOED C13LM OR ROOF Lod (oakbm)F(2) Surface Bo138 0 Inaba THE Ti3 LAVED EDUAL TO THE HEIGHT ar THE VALL WHERE Hevrnoa NeTew bvwd to Comply W FBC0004 -11 vleed to comply w/ FBC=G7 A, {t T' LWAIIStOd OlAee 01 /40 /10 t 2 Ashland Malt-faint Ao* 01M111 Ravlacd to comply w/ 0010 FB0 ' NNation ltrseo '0171 RNM111 �i�i l�)3 Nelson 1TYaro Ol i 155D1 NW Mh St .ALA WS O N MEDLEY. FLORIDA 33166 D (305) 606 -8660 "La Porte" Impact" French Out —Swing Door Y"ww X-Ow *.. Yueirn FO -2003 a,; r w INTERIOR MOE _ BNTMOR SIDS $ 2 13 12 N— 2� am II might SILL °; .;; ; •ti• •+I. e .1 �' EMBED N V TppAIIP� ' ��S/1%/' "6 pIa ED/ 8 M FOR SPACM t4Ee OPTIONAL - RAIL, DRTAII. DO!JMX 80'PNOM INTERIOR SIDE (SEC NOTES BELOV FP SPACIN ) LOCK STILE 2 21 15 16 tULi= 4 JAMS . Y:•';i Act 1 r1 1 IA7 12 �bKoMBte 17 12 8 2�3 :+ �Y , Ol'J EMMOR SIDE UNIT "Ono NI WIDTH TWO-PO MULTI-POINT MAL OP - 678 PSF MAR. OP - *86 PSF OPTIONAL LOCK DETAILS r. y Nnx sH�f C� 1 ' MIN TEM 8ED ANdiOR NOTES: 1. SEE_ FBI t 0A110N AT WWI OF 0 FOR ANC O.C. MAX* AND AND LOCATIONS. 2. 6 - FOR NSTALLATION / \ a+ vd0itheFlalds No Active inactive Data OPTIONAL BOLT ® TOP RAIL Active Inactive 011301061 on tRY oR E3 g B3 12 ( +) OPTIONAL SILL` h • '• N � _OPTIONAL BOLT ® ROTTOM BAIL VII TyENy A�PpCO W/ MIT EHBEi SEE DETAIL ES FOR MOUNTING LMTMN &EE ID% Bft FOR 8PACDH�7 YP FLUSH BOLT & IH FLAT SILL NVM M -POINT I= UMITATIONS: ODORS 6 SIDELITES VITH THIS SILL TO K 85 1/4• W& FRAME HUGH1 1). MAX. OP . A80 PSF W/ (4) THIS TYPE 13 SILL 3 LIMITED TO •1- 764 Par DESIGN LOAD AND S NIM 8008 $ Oloae Types A. 8. & C. MUST BE USED VHERE WATER INFILTRATION IS NOT REQUIRED 1IR THE 1). MAX DP t76 PSF W/ 2 -P" EXICRItDt OPENING IS PROTECTED WIN AN "TDOED C13LM OR ROOF Lod (oakbm)F(2) Surface Bo138 0 Inaba THE Ti3 LAVED EDUAL TO THE HEIGHT ar THE VALL WHERE Hevrnoa NeTew bvwd to Comply W FBC0004 -11 vleed to comply w/ FBC=G7 A, {t T' LWAIIStOd OlAee 01 /40 /10 t 2 Ashland Malt-faint Ao* 01M111 Ravlacd to comply w/ 0010 FB0 ' NNation ltrseo '0171 RNM111 �i�i l�)3 Nelson 1TYaro Ol i 155D1 NW Mh St .ALA WS O N MEDLEY. FLORIDA 33166 D (305) 606 -8660 "La Porte" Impact" French Out —Swing Door Y"ww X-Ow *.. Yueirn FO -2003 a,; r w 5/16• YNI= W., Snfi• TAPCUN V/ a, min YWIL leffrIS, %,Ipxm BELOW SPACING IMMOR Sim INTEMOR SIDE 3 WrICRIOR SIDE 3 LOCK STILE LOCK STILE 3 19 a 21 JAMB 1 2 111 2 JAMB ( _@�_ LOQ( STILE JAMB 50 3.1 4 6 3 6 Active • 10 Inactive 7 Active Active ­7 7% MIN 7, 12 E MAX SHIM L. —.j(la2 2 V 0 — I k - W01011I So I owmal T VIDTN MIN EMBED 50" 51 30 (TYR) HIMMOR SIDE 04TBRt6R 8908 r Kx "a cur. SAG- TAPC13M W 4,,—W16• TAPCOM W L(,NiX SIlLE a- MIN, 4 ENDED kcv%m %H PACING 2 58 9 TV FOlt SPAqfQ WAUDN MT=QR Sins Active 7 ". 4,4i. - • _U!.ffirCK 7 IP.T ., I +} - . / 12 ftw* RK 9 MY, X. I UZ TV r I Active 17 LAX STILE 114- f MX TYP. awe 12 HEAD SKIN TYP. HEAD 12 0 13 / e 2 14 INSTALLATION FASTENERS NOTE: G3 3 8 tQ sweate 'IX a" MMMUM BLUM EASJUIEE 5 Att wt screw MEAD: 5/16* X 3 1/2* Long TAP00(p 5 C 6 BW= each owe of Junin. SW 5/16" x 2 1/4' Long TAPWA* per s.ale.Nt0 JAME: 6/16' X 2 3/4- Long TNIM(•) INTERIOR SIDE 50, 51 WE MULUWG- 31IV X 2 1/4* Lo" TAt W TARMN Ef MO' OR T We, LOCK STILE '2X SLICIC MINIMUM RECLINED FASTENER LFNITM WAD: a . Brno= SIDE 9LU 'We X 231 IL 11jr X 2 !A Active Imctive 4 M& fl, 4 1:1TAPOrKs) "A. MULUON& 6118" X 2 1/4' 1" TA"ON(o) o El INTERIOR MOE OR I19 ir ftan. Oc, NDM: AM ftSTnq= W/ I 1/2" Vffl. MM 1 -1 AM 1/4- MAX 8= M= MMOR BID ; 1 12 ALL TAPM LENCIU1 V SPRCWM AM MMMUO 5 1 5 THORM J. SCITOS @ an MIRWICIN AT 81= I CA=NS o 2 2 MM Illawd011 am ARMOR MAX SPACO119 NO 1 13 12 l5n," NCUM E IV iievie'- SE. *-. &—lia to anklft W/ MCM -ItARM, 8501 W Both SL 2 1 LA ftvhw to "M* V/ mim & "*a WS ON @ @I OX 552 r, (MEY 4FL=DA WIN $-am SILL SILL Aoki&" unit-pwm Leak 01/27/11 NU11/Y,tOMR20 VP A(AWOM raw" AM GiAw MISS FMO ftbpw [&W=A 2;6ALlla now 1== rb- _7490 —4, 6 t cc: Reeked to oemply W/ =0 Fac askoft Ih 0 I= A "La Porte" Impact" French Out—Swing Door SAW TAICON W f KIN EMBED . " 't - . . 0 - �,�C % EMBED yp T-7J4; M% ls&%NVJ%7IRk NOTES nM SPACINM Bren ff1wile nAIV. I" L. I", 1"-� ' M-2003 sl me ATTat"mn a "' •+"ve smtas as �. WAD _ sd . r rs/evel Atntl0.1 SdtEVB tN sat s 3k• PMNWL — vtATSgeTHP r= UP .« ... 3 IBM snL . Aawltsr ... a FRAME ASSEMBLY DETAIL SIDBLJTE/JAMB ! \� eD aaess SILL SEALANT DETAIL ama rtarn ra et Mn stem m ML urr W, A�Imgli fE,�/\7_+ Wr /)DETAILS wry T♦oaeM- W. IL6 �— � y�FAA"6 HINGE ATTACHMENT uan was 7/ '441m 0 atE /um11 � &41 txA, wttI�N Krr im g RETAL matm U" NDTES TOR SPACBBB 01ES TlBt. Itl "In, EDDE WsT. <6063 -TB RB 1/d• NAX SFUM TVP. •tteT aaro LraY.rd mm IT" mum WO rAA% PANEL ASSEMBLY WrAiL i cczn Aac cam ,i NEila, gTEUETBRE DM SKI'S i NM MR SPACWI 18 OA, tOAt 1° NiN £BBE DAL g<Oy x736 &as�l MKf /q,�, roT Rte W�.�tT6�0 im V44' MAX, ffiFQPo TYP. 0/15• TtA1gBP�CIBI V/ BtT�g "� (C MrtS1TESBsPAC1NW ' 4•, �:. . xt;w WrTD BE 3 Rsi MW 1/4 MAX it X SHDB TYP. • ELCO W= W NOTES FOR 100ACUM ue• VAX SHIN TVP. Dad o`BtN1E PRAREA'' AAt>D/OR Ii AB Y ,a FRAME INST LLAVON OPTIONAL DETAILS 60mo ag lamt011" ttad Ola Y DnPent oT solttlla a 7ypm A', 'B• er 'C• DETAIL QHE TABLE V/ CeReESPBtIE1N DLAiBtS TYRE 6 DESCRIPTI `1�/4�Ronnd9 T EXTERIOR 8R>lo• GLAZING DETAIL A INTERIOR SIDE =7 INTERIOR Io slag Adngter 0/10' Lamina Claw WEE TA" W JL DLI12e4 1VPE t D=RIPYMM _. 1 .14•gahempaalste /d / Black %4� • seP 0 Polo. B1- EiH -35! EXTERIOR GLAZING DETAIL B2 NG TYPE ���� GLAZING TYPE _& DESCR PPIONS ee .4 ONO lacaftwted Claw bv EXPent - Qlag-EW A nm 88'SCEIPfIOB BEYAII. eAtr 1 3/M' Anntels0 e A9m N+ra.t sw laterto 3 3/!a' A10A0414d t/B• Nvet -s 4teas Clam bv Du t - Claw nu aseempmy 1/B' ATVWeIeB - tvROVt PVB IntW'IG 1 1/9' ArogeteM MUM ast6• ! 3 04 A Lalttlnated Ulm bw Ua - T 1t�t DsBQRIPTtOti 1/9• tenet -s aess ws 1/e• Itvet -8 *WWd Otosa Bsrem Gad• 1 a 3 NG TYPE ���� ee a Class - 1TBN DBBCWPT[Oli EM 1 1/8° H"t-Strampthavurd Rosa .896• at"" P" ®• • Jrr R 3 t/B• Nvet -s 4teas e W4• lNSIA, T AM VACS , D 1/2• +TEDPEEED GLA83 CIA LSMIwW Chan b2 T= Dlf86RIP' a BRIM 1 1/s• ibat- straoD*hWWd 0" L e AW DaPsot SW WyAny u -y-r 3 t/B• Item -e #Wn" Gloss I I_jI. 4 W41 PISULATO AM SPACE sue, S vs• TEED fA.ASs 11 HMOs AW1=LY OEM /FD -684 -8 ImmWamm a8 oomylldaBF'btMB .. 28, i t ZoIB IM,g�r v nfee oB norm* T Tit TAt y 7A T •. ®�✓i��+ red b eompyT r FBC�t4 -11 t � L ®U ®�/ . ®.7 1 `9'/ ' sed to =00Y tr/ maw & addod k..WW M. 01/08/10 Je° ,1 t ualt -Poblt Lw* 01/83/11 MUWAC7eM OF QDaAJIY A~1i tb: b aomplY o/ PALO FOC A6"- lru Pat e"w > ITE V 16: tt/.' 6501 NN g(Xh gL COLEY, FtORIpA 33100 t3pg} 1190 -8�0 aw : �< Aid,• News Cane o 11 "La Porte" Impact" French Out -Swing Door FO -2003 [ig ��g• p p STEEL BOLT 8TECt i �® 1 3' ® I J I1ra7.06 T 32 f�" 4.560 --- ----' e7360 II Abs I,�p !:a,:,. _f {^ 1 1/ 1239 - -1 .908 I^ ( 327 �7 gg gg gg 8 FLU81i BOLT AND TWO -POINT LOCK GLAZING ADAPTER ((�� RUARTEIt RO17NB 1 BL-91Q L j {il /IB') BEAD PANEL HINGE STNS �1 ITA E V, BFD -834 - BL`901 O S B 49 ANOLE GUIDE BL -907 Lela -I 4187 _T 1 184 .098 84M � � 064 11 HINGE LEAF IG "��eROUND Lim 315 a� F-F a A00 O{- $Q 9 9 9 9 BL -908 9118SEAD 8 1SW FLUSH PTNlD. 4T -II -070 SA3 �--- -) ( 44100 - - ----I .r.-..`I O PANEL LOCK 8TIL6 2� � • Ai$6 Bl -908 BL-90B LOCRI ld:Tli/E LOCKI PASSIVE ANGLE OUIDE 1 1/3" LONG 833 ' I —«� - �--1�� --I a( /4A BEAD ' .129 .063 - J' 1.230 BL-911 Ala PIg7 LW5 LOJ A6S (TALE ROBUN.D T 4.000 e7E 450 d 9 42 FALSE MUNTIN 8 RAIL ADAPTER soo 1nt0 ti •0 f 1 /a' #L -819 - ®L -gOg 4041 4 JAMB ADAPTER ,- B4 -9Q4 .092 :tao .. .... -- �� --ve• r t ar 50 91 S 53 BIDI;W'PS PANEL. ®ALUMINUM PLATE P a o d w� 1$12 448 PHYStti1L ASCAt1W --) .136 ",lum S' 140NO Due cwtis�A 75 MUD Otmf Las 6762 B11C -OO8 PANEL TOP dt 0A76 7oadbBtroaNh,Pb4 Ia9B 1M38 O +4165 �O.pSg Twow a TT SEBi g 6A�q E pp py96 3M D� BOTTOM RAIL 10696Eia PSI 76100 � BL 9 O FRAME JAMB ® ®FRRAAMM 8 HEAD SHEAR PLATE C Nat I>T Du iNmdm A ".IDm 73 D.1340 1. ALL DIMBNBIONB SPECIFIED ABB 1PI INCR&9 C88B 8. SI VATION AT BUM 1 OF 6 F0S T `a� l ,PSf 160 I� ANCHOR O.C. VAX SPACING AND LOCATIONs I 9 O R PSi MA �8 DIN PBbAIICTRSNlIwBD aao x746 6S COMplylns wo llo rlow e� QQ r ® FUME LOW am Bulwas NO 217. (� N6T>�a BL -918 AVARVIUM • KM TO DETALL 'B3• AT &UT a 3 OF 6 BIIILtE1 8 FOR ADDITIONAL. NOTES AND LDOTATIWL4. ,,$ +°'�yC%' •,� �f:'fS ;•, {:' -.'• MINWOMyrown Ls $01 to 90th St. �[..Jl Re yfeed b ownP19 w -1f 0 �3°gg1 Bg yg� OD, STEEL BW. yg• .Of .LT 81EE1. BOLT _ a = •.' ',:, ^'. ; '�. a' to oaaApiP r/ SOT dr added tad man 01/00/10 i P' l V ME�EY. FLORIDA 33188 R Cl. (305) B96 -B8� aTApuas sso i iu ea 6+66.OD SBS ai- 76A odn w sr oa ass t..- esa o<rs :: 0 A = Aaklud Moil -lit Leek 01/87/11 110104 to eomply r/ 9010 M 1/ANOPACTBA0 OP QUALM AWMWW /Ie M AM QUM Mas Optional Multi -Point Locks g— ff 0.4 Cmaa aaoaYtroam !aw BAUo BSA amama,L aexaT F�1cN oD� o a a OPTIONAL aTWO -POINT LACK 88.0 PB1 DP) 18 INACTIVE -PANEL �^ '' , b` f3:�r ~•�` 'Zw+„p��y A.wa as Nelson &'aaO Dpi a "La Porte" Impact" French Out -Swing Door IIv3]iM'STACTS m°" sp 'M TO ASHLAND ASHLAND 645110- STPAS4 FLUSH BOLT EHC -001 ,`ti m�* 'A Nelson Erato Ol 18 6 TR ASHLAND #W3MAM HANDLE 5 TR T D av MA-P D�Ba BaThn FO-2003 (+ /- 78A pal DP) I rr1CV