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MC-14-1326 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 1 Phone: (305)795-2204 Fax: (305)756-8972 �— Inspection Number: INSP-214608 Permit Number: MC-6-14-1326 Scheduled Inspection Date: November 17,2014 Permit Type: Mechanical - Residential Inspector: Perez,JanPierre Inspection Type: Final Owner: , Work Classification: Addition/Alteration Job Address:29 NW 110 Street Miami Shores, FL 33168-4318 Phone Number (310)622-3079 Parcel Number 1121360030620 Project: <NONE> Contractor: EDUARDO GARCIA Phone: (305)456-2328 Building Department Comments VENT FAN FOR NEW MASTER BATH Infractio Passed Comments INSPECTOR COMMENTS False A Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. November 14,2014 For Inspections please call: (305)762-4949 Page 4 of 31 Miami Shores Village 1 ' Building Department 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 lr INSPECTION'S PHONE NUMBER: (305)762.4949 JUN 2 0 14 FBC 20 �P BUILDING Permit No. 14 ova PERMIT APPLICATION Master Permit No. PC-Q1� Permit Type: MECHANICAL JOB ADDRESS:_ 2 ci /1.1 !A) City: Miami Shores County: Miami Dade Zip: 3 3 1 Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder):_ e-- C Phone#: J/n C fj 0 C) Address: q&f r ( C P-Z c E (s rL c 7 517 City: f-!/L L.S State: CSE Zip: 9 o2 !Z Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: /t d(,,414 a owlq c-4, Phone#: -V4_ 3c, Address: / -0 S/• City: lv` Stater Zip: 3o/ Qualifier Name: G p-n 4/9 C r Phone#: 5V State Certification or Registration#: R A-(0 0 � ��/ Certificate of Competency#: 96 W®c®b 81(2 Contact Phone#: 'Tg n —3 4, Email Address: -SRIq Cie# 6A YCX 5-7� DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ S—M Square/Linear Footage of Work: Type of Work: ❑Address ❑Alteppration �� ❑New ❑Repair/Replace ❑Demolition Description of Work: C7�.'vt l`�t� Lre ArJ t c�lr*�hh� oUn, 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$ D 5 . 6 CD -7121 r Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be del' ered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted the job se first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notic , e i ecti not be approved and a reinspection fee will be charged. Signature�� S 0LIB,Z—-/C .rf�gL/U S Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this — The foregoing instrument was acknowledged before me thisS day of �,20 ,by (S day of r• 20 (&,by , who is personally known to me or who has produc who is personally known to me or who has produced AAVC & UC-. As identification and o ath. as identification and o ' take oath. Y _ _ NOTARY PUBLIC• oa NOTARY P O A ERRERO o o°'A9 =�; p EE176700 Sign: �i(/I� o <°dy 3's�o� Sign: SMarch 06,2016 Print: k(C11 "-�, F90�6%' �sy Print: My Commission Expires: AI&I-/9 2a °s so d`�009,�, My on x ' es: TO o d aa� a4a't k aYaY x9tie 9t�Sr it nk 4r9t*4e 4e 9e*9e Bt 9t e44e eF 9e Ar*nY 4r�k�lr vY it***aF�e�k 9r 4e ak dr aF Ar�'t ah$Be Be '�ik 4e*$**9c**nY aF�r*�F*9e Ar+Fs'e sir 9e ak ae�k$fYx4r+c aY 9r**4r**�k*aF 4t�Y�'r eY*4e 9r aY 4e�'e�k APPROVED BY Plans Examiner Zoning sl Structural Review Clerk Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) • OATB(MMIMYYYY) �Ga CERTIFICATE OF LIABILITY INSURANCE 06/17/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER.AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed, if SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Pablo M Conde N_AM ........_...._..........................._..._.__........_............................._......,...................................._..............__.................. A&A Underwriters, Inc, (a ONE >xtx 305-220-7'447 PAlc,.nloi: 308-220-4821 8778$.W. 8th St ErDOR ADaRess: pmcQ�aaunder...... ,com Miami, FI 30174 __............................. INS99......................... NAICffi ... ........................................................................................... INSUPWAA.: Business First ins_CQ ................. ... ..... ............_... .................. ................... .... INSURED R EINSURB EduardoGarcia ......_.........._ ....._...._....._..... ..................—. ......._._..._..._.._.. INSURER C 710 East 48th St .iNsuR�Rg_..........................................._.. HialeahFI- 33013 .IkBua�a�......................................................................... INSURER P: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REOUIREME.NT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF$LICH POLICIES.LIMIT$SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. _. ......_....__...._......__._..............._....-....._........................ _........_........_.... ............................................ .......... .. lNSR __..._.........._...._.....---.._-..........................._1i(Sbt .._._.__..._......... ibLICY EIFF POLfCY EXP LTq: TYPE OF INSURANCE POLICY NUMBER MWDDlYYYY MMlOD/YY LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE C _ CLAIMS-MADE OCCUR ? a DKner. ._.............. ......................I.._......._ ......................................_...... ....................................._..................................................... � i Any one pergon)......._.._S i MED EXP _......_. ......... s............ ......................._......_................................... ; i PERSONAL&AOV INJURY S ............................... L.GEM%AGGREGATE LIMIT APPLIED;PER: GENERAL AGGREGATE y•........................... _........................ ........ ......................................._._..__....._ .._.............._.................._......._............_. PRO. J JECF .......... �ROQIJc rs-GOMP/(yP AGc a :- _ OTHER S AUTOMOBILE LIABILITY : {OMBIplED?IJrWLELIMIT ANY AUTO BODILY INJURY(Per peri Vvn) S .. ALL OWNED SCHEOu%ED ......._......_.._..._......--_........ .._..._.. .. AUTOS AIJT04q BODILY INJURY(Per acxlrlenq S NON-OWNEC) PROPERTY DAMAGE HIRGDAUTOS .......... AV'rO3 ra �. ._............... ,,,,,•.,.,,, UMBRELLA LIA$ ;()(:CUR EACH OCCURRENCE S I EXCESS LIAR CLAIMb.MADEE '• t ... _ .................. ............................................................_ !._..........._..._.. .._............._..............._......_.._.............. i . AGGRCGATE ....................._......... DE R- E TION$ A WORKERS COMPENSATION WC-9762&00 4/18/''101 4/1 /201 :AND SMPLOYFaW 0AML(TY ! Q X...':..STATUTE.. .X,,,ER,• ................. . ONF1[`,Et,"s<,IENIRSFt tY,[~LUDED7 N N i A t _. . .. .... _ ... . ......-_..__.._ ..._._........... itMaadBtory In NH) ❑ € _..._.._._........ IT Yes,tlesc+iDe under s ' i E_L_DISEASE_EA EMPLOYE $.._.__..._.. 1,000,QQO i DESWIPTION O O RATION be I .. . . .. _..._............ _.. F L.DISEASE-PpLICY LIMIT 3 11000,000 i DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Addibansl Ramwka Schedule,may ba ymchod if Mart apnea Is required) L.ic - 96400080 CERTIFICATE HOLDER CANCELLATION Miami Shores Village SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 NE 2 Ave. THE EXPIRATION DATE THEREOF. NOTICE WILL BE DELIVERED IN Miami Shores, FI, 33138 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 0 1988-2013 ACORD CORPORATION. All rights reserved. ACORD 28(2013/04) The ACORD name and logo are registered(marks of ACORD 0611712014 12:40 TA) P.0011001 CERTIFICATE OF LIABILITY INSURANCE DAo i1i/14"�`' PRODUCER ACCUrate THIS CERTIFICATE IS ISSUED AS A MA'T'TER OF INFORMATION 8300 West Fla91er Suite 114 ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Miami,FL 33144 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Phone(305)228$727 _ Fax (305)228.8767 INSURERS AFFORDING COVERAGE _ NAIC 0 T INSURER A: Granada Insurance Compan INSURED Eduardo Garda 710 East 48 St INSURER B: Progressive Express Hialeah,FL 33013- INSURER INSURER D: INSURER I- COVERAGES INSURER P THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE:TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Awl FXPECWM M pTN jMTYPE OF INSURANCE POLICY NUMBER DTMINDM LIMITS GENERAL LIABILITY EACH OCCURRENCE 1,000,000 GE TO RENTED Q COMMERCIAL GENERAL LIABILITY 0185FL00068192 04/02/14 04/02/15 PREMISES Ea accurence 50,004 El CLAIMS MADE ❑ OCCUR WEED EXP(Any one penton) 5,000 A ❑ ❑ PERSONAL&ADV INJURY 1,000,000 ❑ GENERAL AGGREGATE 2,000,OOD GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGO 2,000,000 ❑ POLICY ❑PROJECT ❑ LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT © ANY AUTO 01845704-1 06/01/13 06/01/14 (Ea accident ❑ ALL OWNED AUTOS B ❑ El SCHEDULED AUTOS BODILY INJURY 10,000 ❑ Par HIRED AUTOS BODILY INJURY ❑ NON OWNED AUTOS (Per woldent) 20,000 ❑ PROPERTY DAMAGE 10,000 Per accident GARAGE LIABILITY AUTO ONLY-EA ACCIDENT ❑ Q ANY AUTO AUTO THAN EA ACC AGO EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE ❑ ❑ OCCUR ❑ CLAIMS MADE AGGREGATE ❑ DEDUCTIBLE ❑ RETENTION S WORKERS COMPENSATION AND EMPLOYERS'LIABILITY 2T&�LT�,Ik ❑ OTH- FR ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT OFFICER/MEMBER EXCLUDED? If yes,describe under E.L.DISEASE-EA EMPLOYEE SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMT OTHER DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT 1 SPECIAL PROVISIONS Certificate holder is listed.as additional name insured. L"96M000080 CERTIFICATE HOLDER CANCELLATION _ SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL Miami Shares Village Building Dept 30 DAYS WRIrMN NOTICE TO THE C�OtR�PRESENTATIVES.E HOLDER NAMED TO 10050 NE 2nd Avenue THE LE=FT,BUT FAILURE TO DO SO SHALL IOBLIGATION OR LIABILITY Miami Shores,FL 33138 OF ANY KIND UPON THE INSURER,ITS 305)756-8972 AUTHORTLED REPRESENTATIVE 1 - Lucia Estrella ACORD 25(2001108)QF ORD CORPORATION 1988 a . ,51�oRFs 4� Miami shores a Villag Building Department logo list" 10050 N.E.2nd Avenue Miami Shores, Florida 33138 moo'' Tel: (305) 795.2204 �OR1UA Fax: (305)756.8972 17 Page 1 of 1 Permit No: 4��71 I Structural Critique Sheet STOPPED REVIEW Plan review is not complete,when all items above are corrected,we will do a complete plan review. If any sheets are voided,remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. Mehdi Asraf I d S�oRFs G,l Miami Shores Village Building Department "" 10050 N.E.2nd Avenue Miami Shores, Florida 33138 °p OR Tel: (305) 795.2204 Fax: (305)756.8972 c li Y /I Y Page 1 of 1 Permit No: Structural Critique Sheet �� ar Acs, �C A 4 Y 1 u- -STOPPED REVIEW Plan review is not complete,when all items above are corrected,we will do a complete plan review. If any sheets are voided,remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. Mehdi Asraf - � yi ry Florida Department� BCSS Home Login User Reglstration Hot Topia t Submn Surcharge Stats&Facts Publications MC Staff BCIS Site Map k Links k Search Busines , Professi ��( product Approval USER:Public User Regulation Product Approval Menu>Product or Application Search>Application LLst>Application Detail • • o FL# FL152SS Application Type New Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Trinity Glass International Address/Phone/Email 4621 192nd Street East Tacoma,WA 98446 (253)875-7300 rickw@rwbidgconsultants.com to 0 17 Authorized Signature Vivian Wright rickw@rwbidgconsultants.com _XYL•.`r C Technical Representative Address/Phone/Email UN 0 p 4 ZU 14 By; Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer '4 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F.Schmidt,P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Ryan 3.King,P.E. W Validation Checklist-Hardcopy Received Certificate of Independence FLIS255 RO COI Certiflcate of Independence.odf Referenced Standard and Year(of Standard) ,Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM G155 2004 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FLIS255 RO Eauly Of Standards,odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/26/2012 Date Validated 04/13/2012 r Date Pending FBC Approval 03/08/2012 Date Approved 04/18/2012 Summary of Products Go to Page = 0 0 0 Page 1/20 0 FL# IModel,Number or Name Description 15255.1 Ia.Fiberglass Door 6'8 Single Opaque"Impact"Fiberglass Door-Outswing Configuration X Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIS255 RO 11 INST 15255.1.odf Approved for use outside HVHZ:Yes Verifled By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.1 for Design Pressure Ratings,any additional FLIS255 RO AE Eval 15255.1.onf use limitations,Installation Instructions and product particulars. Created by Independent Third Party:Yes 15255.2 b.Fiberglass Door 6'8 Single Opaque"Impact"Fiberglass Door with"Impact"Sidelite or Sidelites-Outswing Continuous Head and SIII Conflgurations(OX or XO; OXO Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 RO II INST 15255.2.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.2 for Design Pressure Ratings,any additional FUS255 RO AE EVAL 15255.2.odf use limitations,Installation Instructions and product particulars. 1 Created by Independent Third Party:Yes 15255.3 c.Fiberglass Door 6'8 Single Opaque"Impact"Fiberglass Door with"Impact"Sidelite or Sldelltes-Outswing Configurations OX or XO;0X0 Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15255 RO II INST 15255.3.0f Approved for use outside HVHZ:Yes Verifled By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See INST 15255.3 for Design Pressure Ratings,any additional FL15255 RO AE EVAL 15255.3.odf use limitations,Installation instructions and product particulars. Created by Independent Third Party:Yes 15255.4 d.Fiberglass Door 6'8 Double Opaque"Impact"Fiberglass Door with or without"Impact" Sidelites-Outswing Conflgurations XX;OXXO Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15255 RO 1I INST 15255.4.odf Approved for use outside HVHZ:Yes Verifled By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See I gn essurevoyadditlonal FL15255 RO AE EVAL 15255.4.odf ons,Installation instructlons and roduct rticulars. Created by Independent Third Party:Yes 15255.5 le.Fiberglass Door 6'8 Single Glazed"Impact"Fiberglass Door-Outswing Confl uration X Limits of Use stallation Instructions Approved for use in HVHZ:Yes F 152SS RO 11 INST 15255.5.i3df Approved for use outside HVHZ:Yes V rifled By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes freated by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.5 for Design Pressure Ratings,any additlona FL15255 RO AE EVAL 15255.5.0f I use limitations,Installation instructions and product particulars. Created by Independent Third Party:Yes 15255.6 f.Fiberglass Door 6'8 Single Glazed"Impact"Fiberglass Door with"Impact"Sidelite or Sidelites-Outswing Continuous Head and SIII Conflgurations(OX or X0; 0X0 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 RO I1 INST 15255.6.odf Approved for use outside HVHZ:Yes Verifled By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.6 for Design Pressure Ratings,any additional FL15255 RO AE EVAL 15255.6.0f use limitations,Installation instructions and product particulars. I Created by Independent Third Party:Yes 15255.7 g.Fiberglass Door 6'8 Single Glazed"Impact"Fiberglass Door with"Impact"Sidelite or Sidelites-Outswing Conflguratlons(OX or XO;OXO) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15255 RO II INST 15255.7.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.7 for Design Pressure Ratings,any additional FLIS255 RO AE EVAL 15255.7.0f use limitations,Installation instructions and product particulars. Created by Independent Third Party:Yes 15255.8 h.Fiberglass Door 6'8 Double Glazed"Impact"Fiberglass Door with or without"Impact" Sldelltes-Outswing Conflgurations(XX;OXXO Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 RO II INST 15255.8.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.8 for Design Pressure Ratings,any additional FLIS255 RO AE EVAL 15255.8.odf use limitations,installation Instructions and product particulars. Created by Independent Third Party:Yes 15255.9 I.Fiberglass Door 6'8 Single Opaque"Non-Impact"Fiberglass Door-Outswing/Inswing Conflguratlon(X) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15255 RO II INST 15255.9.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.9 for Design Pressure Ratings,any additional FL15255 RO AE EVAL 15255.9.odf use limitations,Installation Instructions and product particulars. Created by Independent Third Party:Yes 15255.10 Fiberglass Door 6'8 Single Opaque"Non-Impact"Fiberglass Door with"Non-Impact" Sidelite or Sidelites-Outswing/Inswing Continuous Head and SIII Conflgurations(OX or X0;OXO) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15255 RO II INST 15255.10.0f Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.10 for Design Pressure Ratings,any additional FLIS255 RO AE EVAL 15255.10.ndf use limitations,Installation Instructions and product particulars. I Created by Independent Third Party:Yes 15255.11 1k.Fiberglass Door T 6'8 Single Opaque"Non-Impact"Fiberglass Door with"Non-Impact" Sldelite or Sidelttes-Outswing/Inswing Configurations(OX or X0;OXO) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15255 RO II INST 15255.11.0f Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.11 for Design Pressure Ratings,any additional FL15255 RO AE EVAL 15255.1 1.0d use limitations,Installation Instructions and product particulars. Created by Independent Third Party:Yes 15255.12 I.Fiberglass Door 6'8 Double Opaque"Non-Impact"Fiberglass Door with or without"Non- Impact"Sldelites-Outswing/Inswing Configurations XX;OXXO Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 RO II INST 15255.12.0df Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.12 for Design Pressure Ratings,any additional FL15255 RO AE EVAL 15255.12.0f use limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 15255.13 m.Fiberglass Door 6'8 Single Glazed"Non-Impact"Fiberglass Door with"Non-Impact" Sldelite or Sldelites-Outswing/Inswing Continuous Head and Sill Configurations(OX or XO;OXO Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLUS RO II INST 15255.13.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.13 for Design Pressure Ratings,any additional FL15255 RO AE EVAL 15255.13.0f use limitations,installation Instructions and product particulars. 1 Created by Independent Third Party:Yes 15255.14 In.Fiberglass Door 6'8 Single Glazed"Non-Impact"Fiberglass Door with"Non-Impact" Sldelite or Sldelites-Outswing/Inswing Continuous Head and Sill Configurations(OX or X0;0X0 Limits of Use Installation Instructions Approved for use In HVHZ:Yes FLIS255 RO II INST 15255.14.0df Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.14 for Design Pressure Ratings,any additional FLIS255 RO AE EVAL 15255.14.odf use limitations,installation instructions and product particulars. I Created by Independent Third Party:Yes 15255.15 0.Fiberglass Door 6'8 Single Glazed"Non-Impact"Fiberglass Door with"Non-Impact" Sldelite or Sidelites-Outswing/Inswing Conflguratlons(OX or X0;OXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 RO II INST 15255.15.0df Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.15 for Design Pressure Ratings,any additional FL15255 RO AE EVAL 15255.15.0f use limitations,Installation Instructions and product particulars. Created by Independent Third Party:Yes 15255.16 p.Fiberglass Door 6'8 Double Glazed"Non-Impact"Fiberglass Door with or without"Non- Impact"Sldelites-Outswing/Inswing Configurations(XX;OXXO Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIS255 RO II INST 15255.16.0df Approved for use outside HVHZ:Yes Verifled By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.16 for Design Pressure Ratings,any additional FL15255 RO AE EVAL 15255.16.0df use limitations,installation Instructions and product particulars. Created by Independent Third Party:Yes 15255.17 q.Fiberglass Door 8'0 Single Opaque"Non-Impact"Fiberglass Door-Outswing/Inswing Configuration X Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 RO 11 INST 15255.17.0f Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.17 for Design Pressure Ratings,any additional FL15255 RO AE EVAL 15255.17.0df use limitations,Installation Instructions and product particulars. Created by Independent Third Party:Yes 15255.18 Jr.Fiberglass Door 8'0 Single Opaque"Non-Impact"Fiberglass Door with"Non-Impact" Sidelite or SidelRes-Outswing/Inswing Continuous Head and Sill Configurations(OX or XO;OXO Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15255 RO II INST 15255.18.0f Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.18 for Design Pressure Ratings,any additional FLIS255 RO AE EVAL 15255.18.0df use limitations,installation instructions and product particulars. I Created by Independent Third Party:Yes 15255.19 s.Fiberglass Door 8'0 Single Opaque"Non-Impact"Fiberglass Door with"Non-Impact" Sidelfte or Sldelites-Outswing/Inswing Configurations OX or X0;OXO Limits of Use Installation Instructions Approved for use in HVHZ:Yes 1`1_15255 RO II INST 15255.19.0df Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.19 for Design Pressure Ratings,any additional FLIS255 RO AE EVAL 15255.19.0f use limitations,Installation Instructions and product particulars. Created by Independent Third Party:Yes 15255.20 t.Fiberglass Door 8'0 Double Opaque"Non-Impact"Fiberglass Door with or without"Non- Impact"Sldelites-Outswing/Inswing Configurations XX;OXXO Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 RO II INST 15255.20.0df Approved for use outside HVHZ:Yes Verifled By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.20 for Design Pressure Ratings,any additional FL15255 RO AE EVAL 15255.20.0df use limitations,Installation Instructions and product particulars. Created by Independent Third Party:Yes rem Go to Page tii% Ys 0 Page 1/20 0 Back Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here Product Approval Accepts ® g;_ M SCCIIrItvmi Titic. Jose A. Martinez P.E. Civil, Structural Engineer INDEX (MR. & MRS GOLSSON REMODELING) SUBJECT SHEET No WIND PRESSURE FOR WINDOWS 1-4 JOSE A MARTINEZ LIC.#PE 0031509 24 EAST 5 Street, Hialeah, FL 33010 (305) 450-6228 CP,Wind Version 2 . 1 . 0 . 6 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2014 www.mecaenterprises.com Date 5/16/2014 Project No. Company Name Designed By Address Description City Customer Name State Proj Location File Location: C:\Program Files (x86)\MECAWind\Default.wnd Directional Procedure All Heights Building (Ch 27 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of . 6 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 Damping Ratio (beta) = 0.01 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 = 2.14 : 12 Slope of Roof(Theta) = 10.12 Deg Ht: Mean Roof Ht = 12.50 ft Type of Roof = Gabled RHt: Ridge Ht = 15.00 ft Eht: Eave Height = 10.00 ft OH: Roof Overhang at Eave= 2.00 ft Roof Area = 2901.00 ft^ 2 Bldg Length Along Ridge = 51.00 ft Bldg Width Across Ridge= 52.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0. 6*Ht = 15.00 ft lzm: Cc* (33/Zm) ^0.167 = 0.23 Lzm: 1* (Zm/33) ^Epsilon = 427.06 ft Q: (1/ (1+0.63* ( (B+Ht) /Lzm) ^0.63) ) ^0.5 = 0.92 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 Figure 27.4-1 External Pressure Coefficients Cp - Loads on Main Wind-Force Resisting Systems 11 beta i �1 � I l Z Kh: 2.01* (Ht/Zg) ^ (2/Alpha) = 0.85 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256* (V) ^2*I*Kh*Kht*Kd = 33. 94 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 2901. 00 ft^2 Reduction Factor based on Roof Area = 0.80 MWFRS-Wall Pressures for Wind Normal to 51 ft wall (Normal to Ridge) Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.50 -20.42 -8.20 Side Walls -0.70 -26.30 -14.09 Wall Elev Kz Kzt qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ---------------- ------ ----- ----- ------- ------- ------- --------- Windward 15.00 0.85 1.00 33.94 16.97 29.19 37.39 Note: 1) Total = Leeward GCPi + Windward GCPi Roof Location Cp +GCpi(psf) -GCpi(psf) ----------------------- ------- ---------- ---------- Windward - Min Cp -0.70 -26.30 -14.09 Windward - Max Cp -0.18 -11.30 0.92 Leeward Perp to Ridge -0.30 -14.76 -2.55 Overhang Top (Windward) -0.70 -20.20 -20.20 Overhang Top (Leeward) -0.30 -8.66 -8.66 Overhang (Windward only) 0.80 23.08 23.08 MWFRS-Wall Pressures for Wind Normal to 52 ft wall (Along Ridge) Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.50 -20.53 -8.32 J► Side Walls -0.70 -26.30 -14.09 Wall Elev Kz Kzt qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ---------------- ------ ----- ----- ------- ------- ------- --------- Windward 15.00 0.85 1.00 33.94 16.97 29.19 37.51 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge CP Pressure Pressure +GCpi(psf) -GCpi(psf) --------------------------------- ------ ---------- ---------- 0.0 ft to 6.3 ft -0.90 -32.07 -19.86 6.3 ft to 12.5 ft -0.90 -32.07 -19.86 12.5 ft to .25.0 ft -0.50 -20.53 -8.32 25.0 ft to 51.0 ft -0.30 -14.76 -2.55 MECAWind Version 2 . 1 . 0 . 6 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2014 www.mecaenterprises.com Date 5/16/2014 Project No. Company Name Designed By Address Description City Customer Name State Proj Location File Location: C:\Program Files (x86)\MECAWind\Default.wnd Cntnor bona f'Ip End Zones Comer zones 4. P%'W%-ZMO3 f GO^b l f ' 450) Wind Pressure on Components and Cladding (Ch 30 Part 2) All pressures shown are based upon ASD Design, with a Load Factor of . 6 Description Width Span Area Zone Max P Min P ft ft ft"2 psf psf ------------------------------------------------------------------------- wl 3.00 4.00 12.0 4 39.76 -43.13 w2 3.00 4.00 12.0 5 39.76 -52.95 w3 2.00 2.00 10.0 4 40.11 -43.49 w4 2.00 2.00 10.0 5 40.11 -53. 67 w5 6.00 5.00 30.0 4 37.51 -40.89 w6 6.00 5.00 30.0 5 37.51 -48.48 w7 9.00 4.00 36.0 4 37.03 -40.40 w8 9.00 4.00 36.0 5 37.03 -47.51 W9 3.00 7.00 21.0 4 38.23 -41.61 W10 3.00 7.00 21.0 5 38.23 -49.91 W11 3.00 2.00 10.0 4 40.11 -43.49 w12 3.00 2.00 10.0 5 40.11 -53.67 w13 6.00 7.00 42.0 4 36.55 -39.92 w14 6.00 7.00 42.0 5 36.55 -46.55 W15 9.00 4.00 36.0 4 37.03 -40.40 w16 9.00 4.00 36.0 5 37.03 -47.51 w17 6.00 4.00 24.0 4 37. 99 -41.37 W18 6.00 4.00 24.0 5 37. 99 -49.43 Notes: 1) If Zone = "2H" or "3H" then MaxP will be zero per Figure 6-3. 2) Max P & Min P = pnet30(from Fig.30.5-1) * Lambda * Importance Factor * Kzt. 3) If Area<10 then Area=10 or Area>100 then Area=100 for Zones 1, 2, 3, 2H & A r R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 EvaluationProduct // February i Product Category Sub Category Manufacturer Product Name Exterior g gm Swin Trinity Glass International Glazed Fiberglass Doors Exterior Door 4621 192nd St.East 'Impact"Door Assemblies Tacoma,Washington 98446 Outswing Phone 235-875-7300 Facsimile 235-875-7301 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc.and Lyndon F.Schmidt,P.E.(System ID# 1998)for Trinity Glass International based on Rule Chapter No.9N-3,Method 1 D of the State of Florida Product Approval, Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code(FBC)structural requirements including the "High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the"HVHZ"requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.4 of the FBC. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15255.5 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets the water infiltration requirements for"HVHZ". 8. See drawing FL-15255.5 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01470437 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E. TEL 06-0918-1 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. Wendell W.Haney,P.E. TEL 08-01370020 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. Wendell W.Haney,P.E. TEL 01370051 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E. TEL 01370079 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E. TEL 02010411 ASTM G155-04,G158-02 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E. TEL 01470100 ASTM D1929-96 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E. TEL 01470099 ASTM D2843-99 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E. TEL 01470101 ASTM D635-03 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E. 2. Miami-Dade NOA Materials Testing 11-0624.01 DuPont PVB Interlayer 3. Drawing No. Prepared by Signed&Sealed by No.FL-15255.5 RW Building Consultants, Inc. (CA#9813) Lyndon F.Schmidt,P.E. 4. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt,P.E. ASTM E1300 Glass Load Lyndon F.Schmidt, P.E. 5. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute,certifying that Trinity Glass International is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. 4�� Lyndon F.Schmidt,P.E. FL PE No.43409 2/29/2012 PF 1089 Sheet 1 of 1 TI - 'init , I N 'T' E R N A '1' 1 0 N A L � 4621 172nd STREET EAST TACOMA,WA 48446 37.50 MAX.OA. 37."x'MAX.O.A. n FRAABE WIDTH FRAME WIDTH GLAZED ► L "J cr' OOR t 125 UTSWJNG GENERAL NOTESy 1. This product has been evaluated and Is In compliance with the 2010 Roido Building '' � Code(FBC)structural requirements including the°High Velocity Hurricane Zone" O (HVHZ). ,/� 0 o`a' O j p 2. Product anchors shill be as listed and spaced as shown on details.Anchor h As embedment to base material stall be beyond wall dressing or stucco. 9 3. When used in the"HVHr this product compWs with Section 1626 of the Florida Building Code and does not require an impact resistant covering. a 4. When used in areas outside of the°HVHr requiring wind borne debris protection anis product complies with Section 1604.12 of the FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E1446 and Section 1604.1.24 of the FBC. 5. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x buck masonry construction. —DOOR WWII RECTANGULAR LTTE DOOR WITH OVAL UTE 6. Site conditions that deviate from the details of ft drawing require further engineering analysis by a licensed engineer or registered architect. 7. This product meets water Infiltration requirements for"HVHT'. i TAKEOFCOMMO g SHS DESCRIPTTOM � S - efe genet notes „a, - +G�"� '` � - m U 3 Omponel ceigiis anal gamy 00M OUTSWING 37Mx&M Gl G2 0 40.0 -02127112 a 4 Horhionfai (RECT'AN ) b G3N.T.S. 5 V cross sections , aJK s n mean ®OSWM(OVAL, 37.5tY x BD.asr G4,G4 75.0 -73.8 LFs 8 BR ICOofff*Wkb OROIMaro: ar Q FL-15255.5 w o I.—L of= � 35.75 MAX. PANEL WIDTH G3 G2 Gl PVC STILE CAP EXTERIOR LOCK BLOCK PVC SLE MAX.D.L.O. LVL STILE 02 'inpq �ZWE 1.66, SEE DETAIL 2 INTERIOR SEE HARDWARE 1 HORIZOMAL CROSS SECTION 2.48° TOP RaL w LVL/COMP. cdQ FOAM®CHART POLYURETHANE cd A3 .5'GLASS BYTE € 8 X ? FIBERGLASS STRUCTURAL SILICONE 1'OA.THK GLASS U REINFORCEMENT OPTIONS OW I/8"TEMPERED GLASS G3 G2 GI cclz SEE AIR SPACE DETAIL 1 ^' 1/8'ANNEa.ED z �� //J r GLASS y Qo 0.090'PVBINTERLAYER } dz DUPONT BUTACITE OR CAPSTONE DETAlt2 � #8X1-1/8"SELF EXTERIOR INTERIOR � a_ FIBERGLASS THREADING SCREW 1/8'ANNEALED z w SKIN GLASS PVC/ALUM.OR POLYPROPYLENE/ALUM. o STRUCTURAL SILICONE COMBINATION GLAZING SPACER DI o 2 (TYP.4 PLCS.)SEE o 2 OPTIONS BELOW G2 GLAZI G DETAIL a S GLASS BYTE DOOR PANEL A3 v 7 Ful]Ute 1"O.A.THK GLASS 1l8"TEMPERS B3 S'GLASS BYTE GLASS STRUCTURAL SILICONE 1"OA THK GLASS AIR SPACE (TYP.4 PLCS.)SEE 5 ^ OPTIONS BELOW GLASS (n z S 1/8'ANNEALED #8X1-1/8"SELF AIRSPACE N GLASS THREADING SCREW 0) 0 0.090'PVBINTERLAYER m #8X1-I/8'SQF J DUPONT BUTACITE OR CAPSTONE 1/8'ANNEALED LVL THREADING SCREW GLASS d ALUMINUM&BUTYL I/8"ANNEALED 0.096"PVB INTERLAYER r RAIL 6� SPACER SYSTEM GLASS ALUMINUM&BUM DUPONT BUTACITE OR CAPSTONE GI GLAZINGDUAIL SPACER SYSTEM 1/8'ANNEALED o m GLASS z " 1.5" $ G3 MING DEiAI! PVC 1.24' — COMPOSITE z 0 ahliDYYAECHART BOTTOM RAIL q DACE 02/27/?2 i s s N.T.S. 9 N hiANUFACNRER;. AMC � MM BY.. m STRUCTURAL SILICONE OPT(ONS: anc er LFS 3 SILICONE BY CAPSTONE(4PL) ��VERTICAL CROSS SECTION D�wuro NO FLUSH GLAZED FRAME KNOB: SIGNATURE SERIES DOW 995 STRUCTURAL SILICONE 2 FL-15255.5 a DETAIL J A3 A85 P / A 83 MAHOt�sALITE FRAME KWIKSET DEADBOLT:SIGNATURE SERIES(980) SILICONE BY DONGYANG SILICONE CO. ° S sriEEr 2 (W z 35.75 MAX. LVL STILE PANE.WIDTH G4 G3 G2 Gl 1550" `— PVC STILE CAP EXTERIOR LOCK BLOCK PVC STILE CAP —i MAX.D.L.O. \ •• . � o,� A!g �o � '. o crg a0gv / U N .32' SEE DETAIL 2 INTERIOR � 0 T 0.37 � 3 02.48' s R SEE HARDWARE HORIZONTAL CROSS SECTION TOP RAI n o c p CHART 3 LVL/COMP s x ui •F z i E �v DETAIL1 G4 G3 G2 G1 5 GLASS BYTE ^ B3 A3 BUTYL z as I'OA.THK GLASS y o 0 }� 1/8'TEMPERED GLASS EXTERIOR INTERIOR AIR SPACE a n DECORATIVE INSERT `m o0 AIRSPACE o $a 1/8'ANNEALED GLASS 2 DW PVB INTERLAYER c 3 DUPONT BUTACTTE OR CAPSTONE a a POLYURETHANE STRUCTURAL SILICONE 1/8'ANNEALED GLASS 7 DOOR PANEL (iYP.4 PLCS.)SEE Oval et® FOAMED z FIBERG OPTIONS BELOW ALUMINUM REINFORCEMENT :Z z YARN U G4 GLAZING DEPAIL LL o z o, o ,C uj tcl�1 d DETAIL2 FIBERGLASS SKIN LVL z S RAIL m U, z o - PVC 0 HgRDWA CNARt COMPOSITE RAIL z c o wh 02127112 z ��. MANUFACTURER AMELl. ^o 2S. N.T.S. ° eAA STRUCTURAL SILICONE OPTIONS: T KNOB SIGNATURE SERIES SILICONE BY CAPSTONE(4PL) {— 1.64 -I J M.�+` UK m KWIKSEf DOW 995 STRUCTURAL SILICONEcwc.BY: LFS 3 if DEADBOLT:SIGNATURE SERIES(980) SILICONE BY DONGYANG SILICONE CO. �VEIMCAL CROSS SECTION °R^YflNC N0„ DETAIL i 3 FL-15255.5 n SW L OF 8 1 2 EMB.(TYP.( S 3 a 1 2 3 F C m pz 40 4 0 � a#o o`�►� INTERIOR 72 e X o 2 ° E t�S Es 0 4 4 ° o EXTERIOR l N 23 M A E2 Vr J E 00 4r3�HORIZONTAL CROSS SECTION _ 6 1-1/4"MIN. 4 Sho.,l/lX.b-buCk 1-1(4°MIN, EMB.(TYP.J r3 45 5 EMB.(TYP.I of z � O L a m K C a.ls a.ls } �+—CSINCSINK m II ► (T„P) C Di 1 2 3 ° 1 2 3 En INTERIOR INTERIOR No 12 40 40 ° o ° i Z 's O Z U � 24 26 EXTERIOR EXTERIOR23 64 WE- 2127112 Z D 18 B � N.T.S. °Op o E DWG.Br: JK m a E HORIZONTAL CROSS SECTION C2 HORIZONTAL CROSS SECTION W^�+�• LFs ° 4 4 FL-15255.5 " sir-�L of 8 N D �gy — n S E ,"�-< b E g N$ a c O` �RmIL L C zz ° C � 0` E8 v: ao o 12 F 1 2 3 12 tnzO C-5 EXTERIOR — INTERIOR 40 EXTERIOR lNTER ' 2 3 INTERIOR � y 2 _ VERTICAL CROSS SECitON VERTICAL CROSS SECTION § Shown w/1X sub-buck m U K O O M a EXTERIOR INTERIOR EXTERIOR s xx s V) 40 40 Ln 12 12 z0: zd 252TP d S a4 a d e a a a m c 0 dn °d n a d Z U DAM 02127112 i LL 4 _ VERitCAL CROSS SECITON scALE.- N.T.S. 9 �31 VERTICAL CROSS SECTION § OutrMng sN DM.BY: JK m 5 Outswing sib-high dam cxw BY.. LFS 3 DPAVIM HD.: F7-15255.5 " a { seer 5 OF 8 " 4" SEE HINGE 6"(TYP 1 DETAIL 1 e of D a L 2X BUCK L a AND MBS F 1X BUCK TYP.HEAD X BUCK AND JMBS 2 d 2X BUCK 22 a m O g a° o DOOR v FRAME SEE *UM 2X BUCK MASONRY HINGE MASONRY 1XBUCKOPENING DETAIL2 OPENINGo0 m �U TYP.SILLco� p o 23 it STRIKE PLATE DETAIL N BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB Masonry construction o CONCRETE ANCHOR NOTES: t.Substitution of equal concrete anchors from a different supplier may have different edge distance and center distance requirements. 2.Concrete anchor locations at the comers may be adjusted to maintain the min.edge J 2X BUCK J 2X BUCK dlstance to mortar joints.N concrete anchor locattons noted as MAX.ON CENTER"must be adjusted to maintain the min.edge distance to mortar joints,additional concrete anchors H 1 X BUCK may be required to ensure the"MAX.ON CENTER"dimensionsare not exceeded. H 1 X BUCK z 3.Concrete anchor table: 26 26 0 $ ANCHOR ANCHOR M1N. lAFCt.CEEARANCE TO .AiltN CEE4RAdYCE Tz TYPE SIZE EMBEDMENT NIASOIJRY i1CrE ` AWACENTANCHOR.; 24 24 z v r 18 16 —02127112 i rrw 1/4" 1.1/4" 2-1/2" 3" N.T.S. 8 M.BY., JK s ELCO 1/4" 1-1/4" 1" 4" CHK BY; LFS ; n HINGE DETAIL I HINGE DETAIL 2 m+A M NO.: B ITW 3/16" 1-1/4" 2-5/8" 2-1/4" FL-15255.5 " o SHEEr j OF $ N d ®aZ 1 2 3 8 D 'ri 9 mSES 4 HEAD AND JAMBS 19 m a 8 g wood g £ 0 4.56 � m D2 NEAR AND JAMBS u o Composite PVC ease o w/Fiberglass Wrop 0 a a 4.56° SRLtCEY,PoGHf —IL—y,L SnuxEY LEFT SCAM'NONE N � e 5CA1£:NONE 4S6" 4.56' 6 0 1.22" 2.44'_—.i Ln HEAD AND JAMBS � 3 rvc cs TOO 0 1. o 0 o s � \ r-= Z m c 4.58" 457° Iz 19 SNIKEY DEIARS o .14 { � OPNor.lFn Tf � m Z U —02127112 i r - OM.of. JK mm a �1 OHTSWING THRESHOLD 1 OLRSW►NG THRESHOLD DRA 81: 1 Fs 3 onAwu�m No: high dam FL-15255.5 " 0 SHEET 7 OF a 8RL OF MATER►A!S W ° s� r DEM# DscRwwm MATERIAL aro nI A 1 X BUCK SG>=0.55 WOOD Z "t= B 2X BUCK SG>=0.55 WOOD F$m o g�v!tq o C IX MAX.SHIM SPACE >m D IX X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL $ •,a MASONRY-3,192 PSI MIN.CONCRETE CONFORMING TO ACI ;,8 •z°o E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 8 s rag 8 F 1/4"X 3-31e PFH ITW CONCRETE SCREW STEEL- a m a a a7« S H Ile X 3-1/4"PFH ITW CONCRETE SCREW STEEL « J #9 X 2-1/4"PFH WS STEEL (� g L #8 X 2-1/2"PFH WS STETS 8 M 3/16'X 3-1/4" PFH ITW CONCRETE SCREW STEEL P IX X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 1 JAMB(FINGER-JOINT PINE-SG>=0.42) WOOD 2 JAMB PVC ul 3 JAMB FIBERGLASS/COMP z 3 8 #6 X 1-1/4 PFH DRYWALL SCREW STEEL 12 WEATHER STRIP QEBD650 Q-LON 18 3.983'X 4.0"HINGE MIN 0.098"THICK STEEL W o 19 SILLKEY PC/ASA z 22 DEADBOLT STRIKE PLATE STEEL m 0 23 STRIKE PLATE STEEL o 24 #9 X 5/8"PFH WS STEEL a 25 OUTSWING HIGH-DAM THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUM./COMP. 26 #9 X 1.0"PFH WS STEEL m 27 OUTSWING THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUM]COMP. 40 DOOR PANEL-SFE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 64 #8 X 2"PFH WOOD SCREW STEEL s z O a o � u 3 z m i w i Q 4 O � g m O p o Z � —02127112 i v souE N.T.S. ° Dm.sr. JK m' 2 cm BY. LFS 3 cRMFFL� 5255.5 a N 0 o SHEET L of 8 5 d MIAMI-DADE MIAMI—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315--2599 NOTICE OF ACCEPTANCE (NOA) www,min midade.Qovleeonomv 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 perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revolve, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"La Porte" 8'4"Outswing Glazed Aluminum French Doors--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 12/12/02 with the latest revision"F",dated 03/27/13, 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 date may be displayed in advertising literature. If any portion of the NOA is displayed,then it snail 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 renews NOA No.124127.23 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. C %' A'' NOA No. 134328.11 MIAMDADE COUNTYI&"DE,,� � � Expiration Date: June OS,2018 Approval Date: June 06,2013 I Page 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 11-0202.03) 2. Drawing No. FD 2003, titled "La Porte—Impact French Out—Swing Door", sheets 01 through 06 of 06,prepared by the manufacturer,dated 12/12/02 with the latest revision "F",dated 03/27/13,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 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. (Submitted under NDA No. 11-0202.03) 2. Test reports on: 1) Uniform Static Air Pressure 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. HETI-09-2623, HETI-09-2645, HETI-09-2624 and HETI-09-2646, issued on 10/22/2009,signed and sealed by Candido F.Font,P. E. (Submitted under NOA No.10-0128.04) 3. Test reports on: 1) Air Infiltration Test,per FBC,TAS 20234 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 2411 3.2.1 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 No.'s HETI-043897, HETI-04-1896 A, HETI-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. (Submitted under NOA No. 04-0607.04) 4. Test reports on: 1)Tensile Test,per FBC,ASTM E--8 along with marked up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-02 TO95 and HETI-02—T090, issued on 01/13/03, both signed and sealed by Rafael E.Droz—Seda, P.E. (Submitted under NOA No. 03-0219.01) Jaime D.Gascon.E. Product Control Section Supervisor NOA No. 13-0328.11 Expiration Date: Jame 05,2018 Approval Date: June 06,2013 E--1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) S. 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 aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1253, HETI-02-1726, HETI-02-1728, HETI-02-1736, HETI-02-1742, HETI 02-1763 and HETI-02-1765, issued on 01/14/2003, all signed and sealed by Rafael E.Droz—Seda,P.E. (Submitted under NDA No. 03-0219.01) 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 07/02/10, signed and sealed by Thomas J. Sotos,P. E. (Submitted under NDA No.10-0128.04) 2. Glazing complies with ASTM E1300-98/04 D. QUALITY ASSURANCE 1. Miami—Dade Department 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 Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,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/ I.S.2-97, dated 01/25/12, signed acid sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 12-012 7.23) - f Jaime D.Gascon,P.I. Product Control Section Supervisor NOA No.13-0328.11 Expiration Date: June 05,2018 Approval Date: June 06,2013 E-2 Lawson Industries.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 NDA No. 11-0202.03) 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 Candida F. Font, P. E. (Submitted under NOA No. 11-0202.031) 4. Proposal issued by Product Control, dated 03/26/09,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, HETI-09-2624 and HETI-09-2646, issued by Hurricane Engineering & Testing,Inc.,dated 10/22/09, signed and sealed by Candido F. Font,P.E. (Submitted under NOA No.10-012 8.04) 6. Laboratory compliance letter for Test Reports No.'s HETI-04-1897, HETI-04-1896A, HETI-04-1896B, HETI-04-1377, HETI-02-T095, HETI42-T090, HETI-02-1253, HETI-02-17269 HETI-02-1728, HETI-02-1736, HETI-02-1742, HETI-02-1763 and HETI-02-1765, issued by Hurricane Engineering & Testing, Inc., dated 01/14/03 and 03/08/04, all signed and sealed by Rafael E.Droz--Seda,P.E. (Submitted under previous NOA No. 05-1116.06) G. OTHERS 1. Notice of Acceptance No. 12-0127.23, issued to Lawson Industries, Inc. for their Series "La Porte 81-0" Outswing Aluminum French Doors — L.M.I:', approved on 04/05/12 and expiring on 06/05/13. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.13-0328.11 Expiration Date: June 05,2018 Approval Date: June 06,2013 E-3 BILL OF MATERIALS -- 145 1/2'Max Unit Width ITEM 0 DRW'G PART/ REQD. DESCRIPTION RENAHXS Sidelite SWnl9 Pones Width Panel Ykith Al I L-901 LII-099 1 FRAME HEAD 6063-T6 ALUMINUM ( 33 13/16' max. > p C 35 3/16' max. 2 L-902LII-097 1 FRAME SILL 6063-T6 ALUMINUM 1 3 L-903 LII-090 2 FRAME JAMB 6063-T6 ALUMINUM 5• 4 L-904 LII-096 2 SIDELITE JAMB ADAPTER 6063-TS ALUMINUM 5 L-406 1-II-092 e x panel PANEL 70P s BOTTOM RAIL 6063-T6 ALUMINUM hing q 18 ' SEE ALTERNATE BOLT 6 L-907 LII-091 I x Panel HINGE STILE 6063-T6 ALUMINUM OPT S AT SHEET 25' 7 L-905 1.11-094 1 x panel LOCK STILE 6063-T6 ALUMINUM 3 t e / \ Max. DLO Width 8 L-909 1.II-095 2 x Panel 70P L BOTTOM RAIL ADAPTER 6063-T5 ALUMINUM 9 L-911 1.II-085 AS RED-D. 1/4 ROUND ALUM.BEAD- 7/16' 6063-75 ALUMINUM y�' 10 L-912 LII-087 AS REO'D 1/4 ROUNDALl1M.HEAD-3/8• 6063-T5 ALUMINUM p II FD-624-2 L-908 2 x panel HINGE LEAF ASSEMBLY 6063-T5 ALUMINUM z to y A U S 12 VWS-001 TP 3286 AS REO'D. Bulb Vinyl Wts'p.-Tenn Plastics,Inc.See material Composition at Sheet 6 Ol 13 PWS-001 AS RE00. WTS'P.If TOP/BUTT.RAILS Schlegel FS -.187'..X.210.1, =a== S Active Inactive ib 7 14 PWS-002 w AS REQD. WTS'P.8 FRAME HEAD 6 JAMB S.W.ge1 PB-.187•.X.330•h o o o _z D• -'O ^o 15 L-910 LII-089 2 x pant STRIKER MOUNTING PLATE 6063-T5 ALUMINUM £'�E o.>i 18 EO 2l 6 t/2• m C4 16 FD-619 FD-619-t 2 x panel STRIKER PLATE 6063-75 ALUMINUM j a= Sidelite "°'""°`t X =E 17 FD-631 LII-086 AS REQD. GLAZING ADAPTER 6063-T6 ALUMINUM row \ %/ /% / / E le HC-001 SF-5502 2 x Panel DELTA FLUSH BOLT CO TOP 6 BUTTON OF LUCK STILE) t1. 4 //: ` 40 7/1 ' 19 FD-621-2 HC-024/025 t SET DDDR LUCK/DEAD BOLT SET KVIKSET - Series 690T COMBO to k 20 FD-62i-2 HC-024/025 1 SET DOOR LOCK/DEAD BOLT SET SCHLAGE - Series F03M COMBO pOpgLM _ \ a Side its 21 FD-621-2 MC-024/025 I SET DOOR LOCK/DEAD BOLT SET DEFIANT-Series 831 COMBO RRBBAAODTTTTOO 22 n FS-035 AS REO'D. Frone Install.Sc".-Head 5/16'-TAPLON t Sea Notes) BZ B 2 3 SEE/ ERNATE BOLT 1 3 -_---_- O otON AT SHEET 23 a FS-035 AS RED-D. Fran Install.Screw-Jamb/SRI 5/16'-TAPCON(See Notes) •. _ ________ ___ ____ ___- 24 FS-026 8 FRAME ASSEMBLY SCREW 412 X 3/4'PH.-PHI. t 25 FS-012 AS REO'D. JAMB ADAPTER SCREW 410 X 3/4'P.H.-PHL 1nEe7 5 8' .L 26 FD-634 1.11-171 AS REO'O 1/4 ROUND ALUM.BEAD- It/16' 6063-T5 ALUMINUM 5• ANCHOR NOIES: 6• 13 I/9' 6' 6' 6• 6• 6• _6• 6•-_I 7 27 x FS-043 8 GLAZING ADAPT.ATTACK SCREW q8 X 1 1/4'FM.-PHI. 5 I nor.ox. 1/4 1/4 1. SEE ELEVATION AT SHEET 1 OF 6 FOR 3/4 t2 3/4• 4 /2 4 /2• I4 1/8• /4 26 x FS-049 a/Pent Double Rao assembly Screw 3/8'x2 1/4'Hex Screw 6 Nut ANCHOR O.C. MAX.•SPACING AND LOCATIONS. Cat Sidelite) oc pC, 3/4' to ' Cnox.o.c.o 29 x . AS REWD. NEUTRAL CURE SILICONE Schnee-Moreheod SM-5731 2• SEE SHEET 4 OF 6 FOR INSTALLATION nerve panel) Inactive panel) FASTENES. 30 AS RED-D. NEUTRAL_CURE SILICONE Dox Corning 899 � 3. SAME EA ANCHOR SPACING® FRAME HD& SILL. � "OXXO" EXTERIOR ELEVATION 31 x x AS REO'D. NEUTRAL CURE SILICONE Trence S-50D 32 x AS REO•D. Laminoted Glass see Pg.5 Dupont-Sentry Gloss Plus + NOTES: 33 x AS REWD. Laminated Glass see Pg.5 Dupont -PVB I). QUALIFIES SINGLE& MULTIPLE PANELS(SEE ELEVATIONS). 1). THIS PRODUCT IS DESIGNED AS PER 2010 FLORIDA BUILDING COOS. 34 • AS REO'D. Laninated Gloss see Pg.5 Saftex-PVB 2)• QUALIFIES UNITS WITH AND WITHOUT SIDELITES 9 3). MAX. FRAME SIZE 145 1/2"e. X 95 3/4"h.OXXO 2). GLASS MEETS REQUIREMENTS OF ASTM-EI300 AS PER CHAPTER 24 OF 35 HC-002 2/Pani PANEL ASSY ALUM.PLATE l 1/2•x 2•x 1/8•(6063-TS ALUM.) 4). EXT& INT FALSE COLONIAL MUNTIN APPLIED W/SILICONE. THE FSC 2010 CODE. 36 HC-004 2/Panel Panel Ass'y Full Lenght Rod 3/8'Dm-200 Rod,Plate.Flange Nut 5). QUALIFIES SINGLE OR DOUBLE BOTTOM RAILS 3). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER . MAX. DAYLITE OPENING WIDTH = 26" LOAD TO THE STRUCTURE & TO BE REVIEWED BY BUILDING OFFICIAL 8 37 w FS-011 8 HINGE ATTACHMENT SCREW 410 X 3/4'P.H./PHI. ) 4).ANCHORS SHALL BE AS LISTED,AND SPACED AS NOTED ABOVE AND ON 38 a FS-044 12 SIDELI7E ATTACHMENT SCREW 410%1•PH/PHIL.-(17.OC Now.) 7)• MAX. DAYLITE OPENING HEIGHT = 63 1/8" DRAWING DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE 8). SEE ELEVATION AT SHEET loft) FOR MAX. ANCHOR SPACING BEYOND WALL DRESSING OR STUCCO. 39 HC-006 SPPPOSOBG14 6/.lamb 1/2'IDA.Note Plug-Nylon 6-6 MICROPLASTICS -Rockwell M-79 9).ALL DIMENSIONS SPECIFIED ARE IN INCHES 5). SEE NOTES®SHEET 4 OF 6 FOR INTALLATK)N FASTENERS TYPE. 40 HC-007 62PP087BGI 2/Pone) 7/8' Ole.Hot.Plug-Nylon 6-6 MICROPLASTICS -Rockwell M-79 10). NO HURRICANE SHUTTERS ARE REQUIRED 6).ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE OETA(LS 41 HC-010 1/BOLT FLUSH BOLT SRI Plug-Nylon 6-6 SLINCOPLAS71CS Inc.Rackwelt M-79 ARE NOT PART OF THIS APPROVAL 42 L-913 1.11-086 AS REO'D. 1/2 ROUND FALSE ALUM.MUNTIN 6063-75 ALUMINUM FRODUCFRBNHWBU LIMITATIONS: 43 w x AS REO•D. INT FALSE APPLIED MUNTIN 1.25'X D22• STOCK ALUM" moemplylngtvKhlbe"O" 1)• MAX. DP a 786 PSF W/(4)Surface Bolts & Gloss Types A. B. C& D. 44 L-915 FB-623 AS REO'D. FRAME HEAD SHEAR PLATE 6063-TS ALUMINUM-4'long Building Coda 1 (SEE LOCATION DETAILS ® SHEET 3 OF 6) A�c�ce,,•pt�an-ce lb �!•p1l 2). MAX. UP - 776 PSF W/ 2-Point Lock(active)+ (2) Surface Bolls at Inactive 45 L-916 1_11-117 AS REO'D. FRAME LGV SILL-OPTIONAL 6063-T5 ALUMINUM """"'lT� /p 3). MAX. DP - 776 PSF W/Flat Sill & must be used vrhere nater infiltration is 46 FD-635 HC-050 1 TWO-POINT FLUSMBDLT LOCK OPTIONAL(FOR./- 76.0 Oaf DP) 0 J.S 8 not required or Opening s Protected by overhong ratio greater than one. 47 FD-626 ED-626-1 2/Pones FLUSH BOLT GUIDE ALUM.ANGLE 11/2'x 1 1/2•x 1/8'AL-6063-T5 PROFESSIONAL ENGINEER bF-•�_ 4). MAX. OP a 786 PSF W/Multi-Point Lock(1-active)+(I-possrve) of Inactive FL C /6bEE6 MLmnl IMda Pltvklct 48 FD-627 FD-627-1 2/Panel Joint t Lock Bolt Guide ANGLE 3'z vis 1 1/2'x 1/e'Alum 6063-T5 ! Revision Notes: �r d a,o r� ,rte •st v 49 • x AS REO'D. Joint Sealant-White Cotored •Purvis Co.'Super Seat �3 g Revised to comply r/FBC2004-11/01/05 �SpJ1L/J1it14 VYg9// t61S0,9p 1��V'// 8501 NW 90th St. 50 FD-638 He- I SET LUCK AC71VE HANDLE 6 TRIMSET ASHLAND RW52OIA-A ( I- i 1- _ `.„ Revised to comply tr/FBC2007&added MEDLEY, FLORIDA 33166 51 FD-637 HC- 1 SET MULTI-POINT LUCK ACTIVE ASHLAND RW51IO-STACT5 I1 5}. ��};'', ;F.}":5 a Insulated Glass 01/22/I0 ND STF2IE 8, NC. (305) 696-8660 Se FD-640 HC- 1 SET LOCK PASSIVE HANDLE 6 TRIMSET ASHLAND IV52DIA-P4 j ••* Ashland Mull-Point Look 01/27/11 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS d Rebleed to comply r/2010 FOC Al-ciwur Irwt note MF HC- 1 SET MULTIPOINT LOCK PASSIVE ASHLAND 4W5110-STPAS4 a"kia ROA APPROVAL IYPACI FRENCH DOOR 1 OF 6 HC- 2 x panel Multi-Point Lock Bolt Guide NYLON 6-6 Rockwell M stole 79 - �+.:1-• Reakna 8V: Dwu Chshd: n t,( Nelson graze of/27/11 LaPorte" Ila act French Out-Swing Door FS- 4/Guide Bott Gukie Attnchnnt Fastener a6 x I/2•PH/PHIL. ( . :. . IJ HC- 1 x Lock Lock Top Mount Adapter NYLON ADAPTER �'• �:. r�`�' pa""�' oa"D2"'"•. �� Nelson Erezo Ol/EO/12 erHC- I x Lock Lock Bottom Mount Adapter NYLON ADAPTER DATE 1 tr :i:� '(itra BSWr Rsl s.w Nvn,p.n D.wwr6g/A"wpa: aswtaa Lswa n.t.s. FO-2003 .p. 110 7/8'H4x UNt Width 73 S/16•Hex Unit Vkfth 74 1/2.'Nex UAt Width 38 5/8'Nox 39 S/B•Nex Uedt width .Width E ALTERNATE 7 E ALTERNATE Li SE[AL gp I �,SE[qL Np g �SPo t Vklth � TK>NS AT SHF Swing (7PIWN5 AT Sidelite _� 3.1085 ATATSHEEY L7 OPnONSEAT SHE(LT C 3S 3/16" na T B Fn, !sps%l6'�tux .sl e A ( 33P13/16 tnax. A ��""" s e1 s �,I{" s o1 6 N TillV A7 A I 2S, 'i n 2S I E MxI11I DL d 2 \ F�UJ'�I // E \ MaxD� iVidt ,/ y-1 /A I tTo? II I m- AI yD C2.0 C z� % I %% / % x r /.•i% r co s:2 //.: I //.: i/.: I r v //.: p II II xa =� I II II o I 11 xg x� II I x.9 U II II II H II m { c o II II Inactive tl m� I II G x x G z4 d% AcI i%ive o o x Active Ac(Ye o« E Ac Iva /i % o a E % � / Ail m II I I / �/ I� I RAIL c II r II_ IF 1 B - ® � B I t g B -- -- m - - -- - -- - -- - - -- - -- ` `\ 8S Tyr-, 5((ALTERNATQ 0� \ /\\ gE�AL7vE �Q gO \ /\ SEEv g0L . E g E�•TLA 80LT pPTWNS AT StfEEi T `OPTIONS AT�SHEET LF `OPTIONSEAT SHEET T . "0X0" ELEVATION oT� EET "XX" ELEVATI]]ONe "OK ELEVATION 3 aI a "X" ELEVATION 3 of 6 "0" ELEVATION 1e51/28"'"DAt"d`" SEE ALTERNATE DOLT APPROVED CONFIGURATIONS OPTIONS AT$REFI Sidellte s o1 6 Swing NOTES: P4eei Width 1S.Z.Vltlth 1.ALL ELEVATIONS AREA GRAPHICAL REPRESENTATION "LaPorte"IMPACT FRENCH OUTSMING DOOR- DESIGN LOAD CHART C 33 13/16• nax. > C 35 3/16' nax. Al A VIEWED FROM THE EXTERIOR SIDE. PAN I,IIIDTH/HEIGHT NUMBER DP PANEL MIDTH DP( PSP J 2. FALSE COLONIAL MUNTINS ARE APPLIED W/SILICONE ACFUAL SIZE OF GLASS TYPB ACTUAL IM GLASS oPEP GLASS/ AND ARE AVAILABLE AS OPTIONAL. ,(INCHES) ANCHORS"A"k'B" (INCHES) TYPE'B"TYPE"C"TYPE"D" w 3. PAN�{,S ARE AVAI ff WITH SINGLE BOTTOM RAIL e1DTH• HBIGHT• /AAYB P ` OR DOUBLE 80TT0M RAILS. /-(PSP) MIDFH• */-(PS%+I-(PSF)*/-(PEP) 1nI ` 2S 4. OUT-SWING DOOR WITHOUT INSECT SCREEN. 10 1/4• S 186A It 3/16• !76A •76.0 1 +76.0 n`I u e II 'Max.OL Vldt 161/4• 5 ±86A 17 3/16' +764 •76A .76.0 C C 22 I/4• 77' 5 +86.0 23 3/16• +76.0 ±76.0 •764 E b J �IT D II •/ C 28 1/a- x(g) 5 +864 29 3/16• •76.0 +764 +76.0 30 1/4• 5 a86D 31 3/16' 176.0 x76.0 *76.0 o� u II II II I 34 1/4• a� xd. 10 g •86A 35 3/16' ±76.0 +76A +76.0 1/4• 6 ±86A 11 3/16' ±76.0 ±764 ±760 >L o x II I II Ci.IVe II mb' 16 1/4• 6 +864 17 3/16' •76.0 +76.0 •764 v 4 e x I II R PRODUCT RHNHWPD - - Mt a. �%/ AcUVe D ppUUggLL As�plq��2m Pie 22 1/4• x(6 6 •86.0 N 3/lb• •J6A +76.0 +76.0 WIF M1 -� 2$ 1/4• 6 !86A 29 3/16' •76.0 ±76A !76.0 304• +86A 31 3/16• +76.0 +76.0 +76.0AIL34 1/4• 6 +86.0 3S 3/16• •7. 6.0 +760QYOPERABLE PANEL LUST 4EET APPOB E REOU RENENTS PER SUROINO CODE AS J.8 Miami Dade RodOct Cou0o1 0 PARENTHESIS OiOICATEByOFAACFCORS AT fRALE Jane. PROPESSIONA4_- o' e� - : '"-_'= Revision Notes: ------ .','`;..;•� Revised to complq w/FBC2004-it/01/05 8501 NW 90th Sl. Revised to comply w/F11CZO07 Le added LA S O 7 MEDLEY. FLORIDA 33166 SEE ALTERNATE Bolt Insulated Class 01/22/10 I DLJS INC. (305) 696-8660 SEE AT SHEET 3 el B i �+ 4s ehland Mull-Point Lock OI/27/1l MANUFACTURER OF QUALIri ALUMINUM MIMDONS AND CUSS DOORS "OXXO" ELEVATION r evteed to comply w/2010 FBC P, cm.c pe,e,e,,. Ped rwf.Pwr S•6ryod.L• R.x sA«c tp,•. APPROVAL ILPACT FRENCH DOOR 2 OF 6 ANCHOR NOTES: iFTF nF TU R-W,d OP. ow•�` '`• t ,=, �,;= Nelson Erezo 01//27/127/1 1 "La Porte" Impact" French Out-Swing Door 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS. YY 2. E€ SHEET 4 OF 6 FOR INSTALLATION 'av7 _F4 ��a� Nelson Era" 0 01/20 12 A TEN RS TYPES. `e •',h'-ycv / DATE_ • ssm:n.l.r. R•f MmnM: aewAwP Nwxidn: FO-2003 Rm.ros A•wa �P" 5/16* TAPCON W1 I1/2L MIN EMBED. S EE DIES BELOW FOR SPACING) 5/16' TAPCON v/ .11 N D. 2 x (P.T.)WOOD BUCK INTERIOR SIDE (SEEIN16TESM IBELOV EMBEFOR SPACING) 1/4'MAX.SHIM TYP. 3 4 3 LOCK STILE 3 4 3 VF JAMB MULLION 21 15 16 MULLION JAMS 6 F833 n27 39 36 12 38 6 Active 7 7 T6 @ 38 TSidetite T Sidelit ' T 23 I T- 1 In—wiTYP r 0; Minimum r r 14 th 18 age Distance @( Panel Width it 27 12 9 f0 t1 14 I MIN EMBED@EXTERIOR SIDE MAX SHI �. TYP @) "OXXO @ —1 UNIT WIDTH MIN EMBED 18 CTYP.) 48 ANCHOR NOTES Active INTERIOR SIDE INTERIOR SIDE I 1. SEE ELEVATION AT SHEET I OF 6 FOR Inactive Inactive ANCHOR O.C. MAX- SPACING AND LOCATIONS. 2.?,UT?HEEST T4,POF 6 FOR INSTALLATION 0 18 FASTENERS ES. PitoDuernmwED 18 18 _F beam EXTERIOR SIDE B Av=N. LO I Active Inactive Rn, Date CR13) L J L J EXTERIOR SID LOCK STILES WITH FLUSH BOLT OPTIONAL BOLT TOP RAI FLUSH BOLT Miankivadeftodu ConIT61 LOCK STILES WITH TWO-POINT LOCK 5 t7 6. Active Inactive EXTERIOR SIDE INTERIOR SIDE* INATED GLASS 32 33 34 45 12 1 I IT OPTIONAL SILL Hefghti 5 28 INTERIOR SID •P11N No OPTIONAL BOLT 0 BOTTOM HAIL TYP 18 TAPC EXTERIOR SIDE C SEE DETAIL E3 FOR MOUNTING LOCATION> CISI/E'MIN EMBED. EE NOTES BELOW FOR SPACING) TWO-POINT MULTI-POINT FLUSH BOLT& W ELAT SILL NOTE 23 MAX.OP- *76 PSF MAX.DP-*86 PSF TWO-POINT LOCK LIMITATIONS: DOM&SIDELITES WITH THIS SILL TO BE 95 1/4-MAX-FRAME HEIGHT. OPTIONAL LOCK DETAILS 1). MAX. DP - ±a6 PSF W/(4) THIS TYPE OF SILL IS LIMITED TO -/- 76.0 PSF DESIGN LEAD AND 13 Surface Bolts Glass Types A. B. &C. MUST BE USED WHERE WATER INFILTRATION IS NOT RE(RUIRED OR THE 9 2). MAX. DP ±76 PSF W1 2-Point EXTERIOR OPENING is PROTECTED WITH AN EXTENDED CEILING OR ROOF THOM" OVERHANG GREATER THAN OR EQIJAL HE 22 PROFESSION 'EINMG It Lock (active)+(2) Surface Bolts 0 Inactive TO THE WHIT OF THE WALL fli.Mc. 6522.{' >;+, WHERE THE DOM IS LOCATED. 2' sill height Revision Notes: SILL Revised to comply /9C2004_-11/0t/05 A WS 8501 NW 90th SL 'y ev" to R....:dt.G=P0L/WZ/2/F10BC20O?&a" TIT 1:�b xj�3 LA ON MEDLEY, FLORIDA 33166 INC. (305) 696-8660 �P�'AiWEMRED AfANUFAcTuReR OF owurr ALUMINUM FISIDOWS AND GLASS 800" TYP Ashland Mult-Point took 01/27/11 5/16' TAPCON W/ Revised to Comply W/2010 FBC 01— Irmo sm.1, /2�MIN EMBED. ROA APPROVAL T CH DOOR 3 OF 6 (SEE DYES BELOW FOR SPACING) sv. Impact" Nei..E... I IVAW,I "La Porte" Impan"A' F r eFR nE' -Swing Door B2 OPTIONAL - French Out DOUBLE BOTTOMNelson Zrazo AID 1/0-20—/12 RAIL DETAILkAR 1i v_ L_ DATE_____ FD-2003A.vtriew twrC F 5/16'TAPCON W/ 5/16' TAPCON w/ SEE MIN EMBED. ACIMIN EMBED. SEE BELOW FIR SPACING INTERIOR SIDE E BELOW FOR SPACING 3 INTERIOR SIDE INTERIOR SIDE -4 3 LOCK STILE LOCK STILE JAMB 19 20 21 JAM I • LO STILE JAMB19 20 21 20 21 6 7 I 46 29 0 31 6 39 1$ 6 17 4 4. S Active 36 7 Inactive A- Active 27 17 11 2 E 12 AX SHIM 11 12 F L_. G2 2 .j(j l2 "X, "Mr EXTERIOR SIDE UNIT WIDTH MIN EMBED UNIT WIDTH EXTERIOR SIDE (TYP.) EXTERIOR SIDE 50 $1 INTERIOR Sl DE TAPCON W/ 5/16. TAPCON W/ I I/e,MIN EMBED. Z.MIN. 1 1/2'MIN EMBED. LOCK STILE 3 SPACING 21 4 56 57 NOTES FDR SPACING) SEE NOTES FOR SPA 19 20 EDGE �l MULLION INTERIOR SIDE Active 7 tP WED P.T 4 38 PRODULvrRENH MIN. E BEL' _UB, h29 plyftwm x CP.T.) WOOD RUCK DUE the Florida TY • • 12 BuIldInGodo i3-o Accapf No Active 1/4'14AX 1 1/4'MAXI SHIM TYP. LOCK STILE HEAD 4 SHIM TYP. HEAD con EXTERIOR SIDE 12 44 22 13 12 12Al INSTALLATION FASTENERS NOTE @38 38 =."clleeent screw A NEE LENGTH (6 Screws @ each side of jonbs. 16" X 3 1/2"Long TAPCON(-) 27 18 12 total per sicielito EXTERIOR SIDE SILL: 5/16' x2 1/4" Long TAPCON(-) INTERIOR SIDE INTERIOR SIDE JAMB: 5/16" X 2 3/4".Long TAPCON(-) 29 30 31 50 51 $2 53 MULLIONS: 5/16- X 2 1/4 Long TAPCON(-) 01 TAPCON BY *FL=-DR-BUILI)EX LAM TE GLASS U) LOCK STILE "2X-=K-MINIMUM $6 57 HEAD: 5/16" X 3"Long TAPCON(-) L-i EXTERIOR SIDE x SILL: 5/1V x 2 1/4"Long TAPCON(*) 43 2 z 0 4 Active a7 !Z W x W__� :3 C Z — 10 Inactive JAMS: 5/16" X 2 1/4" Long TAPCON(-)Z a- 4 MULLIONS: 5/16" X 2 1/4" Long TAPCON(*) INTERIOR SIDE I (•)TAPCON BY "rLC0"OR "BUILDER- ly.Mo..OC. NOTES: ALL FASTENERS WZ I it?'MIN, RMB LpM-NT , EXTERIOR SIDE 18 $ 17 12 -IM-SPAQ11 I -ALL TAPCO LENGTHS 'V SPECIFIED A MINIMUMS THOMAS J.SO_7WS_ @ SEEN REPO. 2 ELEVATION AT SHEET I at. — n2 p Ir ANCHOR MAX.SPACING AND LOCATIONS I ROPESSIWINAI!,,81 rjFR EXTERIOR SIDE 13 12 13 12 -EO JORI Revision Notes: Revised to comply w/FBC2004-1I—/01/05 8501 NW 90th St. BI 23 -,Revised to comply w/PSC2007&added LA WSO IV MEDLEY. FLORIDA 3.3166 fill t Insulated Glass 01/22/10 (1 1,T ID Lj Sr H; C. (305) 696-8660 Height -Ashland M SILL I .�4.: MANUFACTURER OF QUALITY ALUMINUM MINDONS AND CUSS JIGOES SILL ult-Point Lock 01/2?/Ill ti. F`4 1. ir Revised to comply w/2010 PDC• P . ...lam MIN EMBED• R�wd fiv.. �U Mk.& 1�11AXCT 11rRENCH DOOR I MIN EMBED 'La Porte" Impact" French Out-Swing Door TYP Nelson Erazo 01/27/11 TYP 5/16- TAPC13N W/_ ,1112'MIN EMBED. Nelson Era a 01/20/12 (SEE INSTALLATION NOTES FOR SPACING) DATE- &-A"&�. FD-2003 R�LweN .••..•..•.•••... s10ELIrE ArrAtwxui DOURLC fieDVE SIDE 91� .- le v4 sones E)z �TLAZING TYPE & DESCRIPTIONS / MPo \ •.. 00"V PH/PHIL. - INTERIOR SIDE ASSCMSLY SCREVS LBB aNCEAL[D xMc n Glazing Adapter .488" 0 A haminated Glass b r Dupont - Glass Type "A" STe:v4•MrPNIL. Glazing Depth ITEM DESCRIPTION DRTAIL 32 vanxasraly FPCE tv —. q9 }0 }t Sllicone �CaUlking I 3/16'Anneoled I4s�-{- J 2 .090'WPOnt SGP Interloyer T�Dn�• _T{ l 3 IS/7`6 3 3/16'Anneal@d I a•66•J ` Laminated Glass 27 .340"OA Laminated Glass b Du ont- Glass T B. sal by Dupont or Solutia DETAIL 33 POWTCR� MIERIOR SIDE TOOK JAMS Types-A".-B-or-C' ITEM OBBCRIPTION SIDELITE/JAMB ATTACHMENT DETAIL GLA TABLE V/CORRESPOND( 1 Ire'AMeelea FRAME ASSEMBLY DETAIL GLAZING TYPE L DESCRIP71 z .090•Dupont Pva mtertoyer \CPlxpc 1/4 Head 10 3 1/8•A--.led (wK sUC) PEEcts NDL : 32 3 34 0x40• s'n"" n EXTERIOR SIDE .340 0 A Laminated Clava D Sotutla - Clew T... C 0 SILL SEALANT DETAIL GLAZING DETAIL #1 ITEM DESCRIPTION J DETAIL 34 NOTG HEADER TO SE SME0 SIMILAR 10 SRL LEFT DOOR 1 1/a'Heot-Strengthened Glass 1/6'1- /'(URGE STILE 2 ow Sailer PVB ww, r ' '}, Ler asr II' ... AND REROVE/ wtOl 3 1/a'NPnt-StrPnOShened Glesa p3•o- IIitl1EP0ED POD INTERIOR SIDE "INCE PT:ACKR:Ni 10 Glazing jol= tOle,I_ Sit a GLAZING TYPE & DESCRIPTIONS Ko . 1. 5/8 (�--(�--(� .340 0 A laminated Glave b Sotutla - Glesa T e D ING aPrN Luc__ to.v4•PM/PxIL, 8/16'laminated PON 29 J) 33Ct n Ile LIT ITEM DESCRIPTION DETAIL 4, HINGE ATTACHMENT ciil sire¢W1 CORRESPONDING _ __ 27 11/s Haat-svena:hPnPa Wass �- LOVER DETAILS ACCESS Me, / „ 2 sw Sanex PUB Interloyer •�OI.E 'ED . LCFr HNaO HINGE LEkF�.Id DOOR STILI __ � �;tit+ . 3 1/9•Hant-Strengthened Glass C /'KT I/4'Insulated 4 1/0•INSULATED AIR SPACE O �•p ' Air Spa"tr/ S I/&•TEMPERED GLASS 34 tW 1/8'Temp.Glass STILE emra .340 0 A Laminated Glass by Solulie - Glese T e E xINGE ATTAC-ENT HEx Nar INSULATED SPACER-r-sest-- Glazing Bead SIREvs ax1 AND vASNEa M.ro Seol S le Spocer 2 REM DESCRIPTION DETAIL i no M x.4•PM .. PANEL ASSEMBLY DETAIL AI..k 812-m-3"SP.ce ®- I ve•NeRt-saengthenea Gross e 090•DuPont SGP Interni r d ,..• EXTERIOR 3 Ire'Hest-Streraath—al Gloss _ ACCESS ROLE COVER -° 4 1/4•INSULATED AIR SPACE sorra tcrr J6Rs ° GLAZING DETAIL #2 3 1/9'TEMPERED GLASS 34 I'SMS DR SELF DRILLING SCREWS IN14NTO SNS OR SELF TRILLING SCREWS sn6• E SIM PW INTO METAL STRUCTURE (NTD KETAL STRUCTURE t�o j!.%EIS def CSEE NOTES FOR SPACING) (SEE NATES FOR SPACING)_..11-- — C—IMIN EDGE DIST. II 6063 TS MITI.) 1• MIN EDGE DIST. II(Fi2 GA.MN. y-36 KSI MIN.) ALUMINUM TUBE MILLION STEEL TUBE OR MN(COLU REFER TO APPROVED (STEEL IN CONTACT V/AL WL MIAMI-OADE NTA TO BE PLATED OR PAINTED) T4 1/4'MAX.SHIM TYP. 2/4•MAX.SHIM TYP. v _ PRODUCT RBNBWED rkla S/t.6•ELCO TAPLON V/ a o.ac 1 I14•MIN EDGE DIST. 1 1/2'MIN EMBED ___yaPy� 'dltDe Pl O ��• 5/16' TAPCON V/ �— iYP 3 Zo/8 DGE DIST 1 1/2'MIN EMBED. INTO CONC. CSEE NOTES FOR SPACING) S OS 11 HINGE ASSEMBLY DETAIL TYP CSEE NOTES FOR SPACING) PROP I NAL t$ INFER yFD-824-2 1 p(aAxi Con (CONC.TO BE 3 KSI MINA 2 x(P.T.) P): 6 •!`.�. �`:`y;.r VGOD BUCK / •.••:w�4 CSEE GEN.NOTE 113) tij;). Revision t Notes: �� 9 9 ® S •�:ie •.. �YBp// 1�\V'// 8501 NW 90th St. ✓ "L;^!'';.)•;; : �' SE-•"� Revised to comply tr .:'(:: ;e••.+:•'•', .• ��t � ,� sPY /PBC2004-11/Ol/05 Revised to comply r/FBC2007&added MEDLEY. FLORIDA 33166 Insulated Class 01/22/10 I N T_s T R i E S• INC. (305) 696-8660 1/4• Ma". SHIM TYP. 1/4•MAX,SHIN TYP. !-- M i! _/ Ashland Muit-Point.Look 01/27/11 MANUFACTURER OF QUALt"AWN/NUM WINDOWS AND CUSS DOORS •LC a Revised to comply x/2010 PBC ov..v rae.e Pm(Dae,„ P„a e°nse.v, ser4.ryad4o n4Mv sk.& 1; ATE Z7f _ NOA APPROVAL ^. a IMPACT FRENCH DOOR SOF 8 N07E- •� 1"- '� `T��`� Nelson E_ A.,,eM " ekrm OPTIONAL INSTALLATION DETAILS MAY APPLY `��'('F•; :l.l�.•{�.� Ol/27/I1 La Porte" Impactra French Out-Swing Door TO DOOR FRAME JAMB AND/OR FRAME HEAD. FRAME INSTALLATION OPTIONAL DETAILS ',.'q!"' •....•��eq� °_As,• Nelson graze °al/eo/12 (TYP. S�'{(yj,'i`I' qq sew: Pe.a N".ne.n DATE_`_ �p AA.7t"S'L. r••?�) n.t.e. FO-2003 3/8'0.0. .076078 I 3.5 I ---4.500 �d STEEL BOLT STEEL BOLT ®� �- I _ I- d TOP 3' .875 1062 .986 I •0% op A ®GUIDE G II. 50 uDE@ J L f-f A65 1.750 1.259.� -I .908 h- I .074 ,127 .6 7 GLAZING ADAPTER ,QUARTER ROUND FLUSH BOLT AND OL-910 28 (11/16') BADI FRAME HEAD gg gg TWO-POINT LOCK OFD-834 PANEL HINGE STILE ] > E L 8 zD 49 ANGLE GUIDE O OL-907 1.812--1 O OL-901 ice' d 'O OFD-527-1 H�Y Ea's� _�g9 ��)I-r1-_-•-1.500 II�19 .7 3D If6 �O7 4.187 ` C5.05 .01.250 95 I �(-Ir •808 �O �..64 1.500 2.031 4 -_ I24 ROUND .075 0 I 2.000 HINGE AF ) BEAD OL-908 U3 8 OL-9120704.500 INACTIVE-PANEL FRAME SILLPANEL LACK STILEFLUSH BOLT G-7 ANGLE GUIDE .835 6 OL-905 OL-902 1 I/2- LONG �OFD-625-1 0'65 .808 i-1 1.75-I 1.750 V LDCKIAC�TIVE MULTI-POINT QUARTER ROUND .066 .063 LOCK PASSIVE O(1/4-) BEAD .125 1.250 OL-811 .072 .21- T CYLINDE 1625 �. LOCK .045 �,L,0.198 .065 2' HALF ROUND 062 T 4.000 4.500 42 FALSE MU0 N RAIL ADAPTER 072 .500 Klee Or O 11/2' OL-913 O 'gL-909 gq 4 JAMB ADAPTER .082 L-m -, OOL-904 �t/6' Fteztble Vi FPVC Oom alion-Team Plastics Inc.50 ST 52 53 SIDELITE PANEL. 'S. FPVCBIaoicCom oondNo.7200.75a3ae OALUMINUM PLATE PHYSICAL ASFdINO. I35 2' LANG lnoi.,Hd-`A',IO- 75 D•2240®xc-ooz spedDacratip• L45 D7924 oa7S a� TemikS0oa8th,PSi 1610 tM38 PANEL TOP $ ACTIVE HANDLE PASSIVE HANDLE Ulik".L7ssgttros.% 340.0 Db38 5 BOTTOM RAIL FRAME JAMB an66 L TRIMSET s TRIMSET Atadslus�j100°AEI.Wim,PSI 765.0 Db38 OL-908 O3 O FRAME HEAD SHEAR PLATE pS9D h Oritdracss, -31.0 D-746 BL-903 44 OL-915 FPVC YJhNa:Compaamtl No.7287-7d 9 b PHYSICAL A2240 . 1..NOTE DIMENSIONS SPECIFIED ARE IN INCHES 218 10B I—_ 0 � e � DtrgtxterNadm�°A°,IDacc 73 112250 �•, Specifi.G-ity 1.43 M792 2.SEE ELEVATION AT SHEET 1 OF 8 FOR n = g Tasha Sir A,PSI 1640 D-08 ANCHOR O.C. MAX.SPACING AND LOCATIONS a U-.El,..,!,%% 323.0 M1,18T� I ,y,y Modalus/a,100'/eElmBotim,PSI 765.0 D-6T8 PRODUCE RBNHWBU t stB,tOrnas Sao x746 ascomplyinstviththe Fled" 45 FRAME IOW SILL j Building Coda Acceptance No2z--Q,32,9. I OL-918 $ - TH AS J.S SE' PROF �,�1�fia0Date Za/8 � IGNALsE CINBBR %"`-1,/', REFER TO DETAIL 'B3'AT SHEET R 3 OF 6 O FOR ADDITIONAL NOTES AND LIMITATIONS. f, 57 BOTTOM BOTTOM I M �''..' °i' GUIDE GUIDE S7 =,I •- Revision t Notes: -�• g„'� dM - � 1 t�� Revised to comply w/PBC2004 -I1 OI/Od 1NLQJ. YW,//V/ 8501 NW 90th S. et t Reviaed to comply e/PBC2007&added MEDLEY, FLORIDA 33166 3/8.0.0. 3/8'O.D. STEEL BOLT STEEL BOLT Insulated Glee.Ol/22/10 USTRI S, INC. (305) 696-8660 Ashland Mull-Point Lock 01/27/11 STALKLESS STEEL BOLT fq '� x- MANUPAC7UIRSR OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS Optional Multi-Point Locks f+1 S/IL'OD.SSS fH-76.0 par) / �t 1 Revised to comply r/2010 FBC o ov c+A,K• vA f cw,• Pnd c 6p+ry: s,../Me4m rfsv sA..c M>]/a•DD.SSS f,/-RLD ps% (. NOA APPLtOYAI IYPACf TRCNCX ODOR 8 OF 6 86.0 psi DP) t_L a,w.a oAa eA.a.a OPTIONAL sw Nelson Eraao 46 TWO-POINT LOCK active Lock Passive Lock INACTIVE-PANEL Y 01/27/14 "La Porte" Impact French Out-Swing Door LOCK OHC-050 ASHLAND OV5110-STACYS ASHLAND RV5110-STPAS4 ]li FLUSH BOLT OHC-001 I °t°��" Nelson Erazo ftt.0-/12 76.0 psi DP) HANDLE 6 TRIMSET HANDLE L TRIMSET ,:, 'fgr {a'�IJ ss+t.:n.t.s. FD-2003 Rw1Mw+tw,a ASHLAND aV5201A-A ASHLAND DV5201A-P DATE_____ /T 't ,P, MIAMI-DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOVICE OF ACCEPTANCE (NOA) www.miumidad-Pgov/,)el-a/ 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 PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series`QHS-8700(Flange Frame)"Aluminum Horizontal Sliding Window—L.M.I. APPROVAL DOCUMENT: Drawing No. L8700-0901,titled"HS-8700 Horizontal Rolling Flange Impact Window",sheets I 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 IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state, model/series,and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 11-0705.10 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. hrLAMt•tanaE cauNTY NOA No.12-0127.08 .• Expiration Date: April 11,2017 Approval Date: March 29,2012 3��glw Page 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No L8700-0901,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 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of 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-10-3049,HETI-10-3049I, HETI-10- 3050,HETI-10-3051,HETI-10-3052%HETI-I0-3053,HETI-10-3056,HETI-10- 3057, HETI-10-31309 HETI-10 31319 IEIETI-10-32231 HETI-10-3224, HET-10;- 3225, ET-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 under previous NOA IV& 11-0705.10) 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 2411 3.2.1, 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 HETI-08-2033,HETI-08-2034, HETI-08-2035, HETI--08-2036, HETI-08-2037, HETI-08-2038, HETI--08-2116A and HETI-08-2116B, dated 02/28/08,all signed and sealed by Candido F. Font,P.E. (Submitted under previous NOA No. 09-0706.05) Manue Pere Product Control Ex mi• r NOA No. 12-0 .08. Expiration Date: April 11,2017 Approval Date: March 29,2012 E- 1 Lawson Industries, Inc NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3. 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 Fenestration Testing Laboratory,Inc., Test Reports No.'s FTL-3097,FTL-3098 and FTL-3364, dated 12/06/01, 12/11/01 and 01/28/002, all signed and sealed by Luis Antonio Figueredo,P. E. (Submitted under NOA No. 02-02.05) C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacturer,dated 05/28/09,revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos,P. E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. 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. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their"Saflex and Vanceva clear and color interlayers"dated 05/05111, expiring on 05/21/16. 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 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 on 09/08/11 and expiring on 04/11/12. Manue Perez Product Control Exathip r NOA No. 12-01)1.08 Expiration Date: April 11,2017 Approval Date: March 29,2012 E-2 A Al A Al General Notes: l.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE c A REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH // \\ VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-02. THIS PRODUCT / / \ 1S IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) M o y / / 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING F 2 �/. %/.' RESISTS THE SUPERIMPOSED (AADS IN ACCORDANCE WITH THE REQUIREMENTS p m v Q o D /� OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. o 2 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON Q c� ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER 3�` (O,C.), AND AS TABULATED ON SHEETS e, 7, or B. z o o z B 61 8 61 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE c o Z z ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND i i NOTE: TO BE REVIEWED BY BUILDING OFFICIAL. OX )(O B.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES j t7 v TABULATED HEREIN SEE SHEETa o 1j REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. ( y8, 7, Or 6), AND FOR USE WITH DOUBLE GLAZE 2) FOR VERTICAL CROSS-SECTION DETAILS "a,Al, B, & B1"REFER TO SHEET 03 LAMINATED INSULATED CLASS TYPES TABULATED HEREIN (SEE SHEETa pe, 7 or B). ? a 3)FOR HORIZONTAL CROSS-SECTION DETAILS"C, D. & E"REFER TO SHEET p4 8.) WINDOWS WITH GLASS TYPES "A, C. OR G" INSTALLED ABOVE SOFT. V O 4)REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. a Od 66 o A Al 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. 8.) SEE SHEET B FOR GLASS TYPES. �)z -4 F > w 'a eJ SEE SHEEP 8 FOR DESIGN PRESSURES ON "XO or 0%' WINDOWS. ® m. p � 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL-LITE "XOX" WINDOWS. 4 N a 11.) SEE SHEET B FOR DESIGN PRESSURES ON UN-EQUAL LITE "XOX" WINDOWS. c p o 12.)-FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. W x 94 13.) EXT. & WT. FALSE COLONIAL MUNTINS ARE OPTIONAL& AND ARE APPLIED W/SILICONE a 4 CD, E\\ D E 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED ? t (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET g3, 4 & S FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2007 FBC CHAPTER 2 Ln 24 SECTION PLIES.3. B 81 18.}APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. A I8.) SEE SHEET @ S FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. XOX -Equal Ute (1/3-1/3-1/3) 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT $ a NOTES: 1) REFER TO SHEET 2 6F 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE pq $ ENTIRE MULLED SYSTEM. 8g e 2) FOR HORIZON CROSS-SECTION T DEDETA'a, Al. B. & Bl'REFER TO THEE[83 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE 3)FOR R TO CROSS-SECTION DETAILS b, &E'REFER TO SHEET�e PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2010 FLORIDA BLDG. CODE. ` 4) REFER TO SHEET B OF 10 FOR DESIGN LOAD CHARTS AND NOTES. A Al V z z E� D E e°°'0a . •a3y°O. B B 1 °°moo•.•.• /�✓�� , �, a<d•ytiy cNV O O i LL PRODUCT RB NOTES: x (1/4-1/2-1/4) w N 1)X - Un-Equal Lite escwnplylogwltMtin O�aFtmlde I) REFER TO SHEET 2 OF IO FOR INSTALLATION ANCHOR DETAILS AND NOTES. ABecapfe�mauN 2) FOR VERTICAL CROSS-SECTION DETAILS "A.A1, B.& Bl`REFER TO SHEET®3 A:1p luu p4l6 17 e 3) FOR HORIZONTAL CROSS-SECTION DETAILS 'D,& E'REFER TO SHEET @B 1 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. By •' SERIES-8700 HORIZONTAL SLIDING IMPACT WINDOW "'�i1 P`o° fit APPROVED ELEVATIONS F a 0 TEST UNIT SIZE: 111-X 63- * 85 3/8'OVERALL FRAME WIDTH TEST UNIT 3126:i4'X 63' 74.OVERALL FRAME MOTH INSTALLATION FASTENERS 84 3/8' INTERIOR FRAME WIDTH INSTALLATION FASTENERS• a (A) 10 AT FRAME HEAD VO ADD17IONAL ANCHORS (A)8 AT FRAME HEAD 73• INTERIOR FRS ADDITIONAL pNCHD1IS y Q Y (14 AT FRAME HEAD IF DP ABOVE 70.0) NUI D A7 MEETING RAILS (8 AT FRAME HEAD IF DP ABOVE 70.0 R¢OUIR D AT MECT NG RAILS p F U)1 TS VITT TA ABOVE (B)6 AT EA. FRAME SILL 1'dR I' S WITH ROVE o D z (B) 10 AT EA. FRAME SILL A Al ./-UNITS to TOTAL) (14 AT FRAME SILL IF DP ABOVE i0.0) 1 S• (8 AT FRAME SILL IF DP ABOVE 70.0) A Al 10 _ t.7 t' t.373 (C)8 AT EA. FRAME JAMB (C) 5 AT EA. FRAME JAM® vA.�.C. <' r(vpX.(),.J I SEE GENERAL NOTE B3 8 B4. (y 40,C� 4 1/2 4• ( 140 g y m 40 o 4;.C- -SEE GENERAL NOTE 3& 84. 7 to S'AL�CORNERS) (rdNCAL AT N C b V 4 S•ALL CORNERS) o&^ Q a o ' �dth 'i '� 01 0 W) C [a7 N = 2438 ji243 idv OE e (y 13 t/4'O.C. 33 1 y w = e 4__m IJ 1/4•as 2 C5 Z v , ==_=r=• o O C3 -QE YI W = i w W= /-jam=6 // 1/4•CC. // _-` �� ,� RO S a ! [�, i5 o E :.a 1/4.OC. I 0 13 1/4.OC. Q4 nc -- ------ =Ooj 13 i/4'as 41 3 ) k 6 B 1 13 1/4.OC. =i �,-- . ®t4 z $ B B 1 � 13,.a•QL. o, o T` N � —1 D" 1 W .4 0 0 ANCHOR NOTEc, _L m x L SAME ANCMOR SPACING AT HEpO 6 SILL XT.6 INT.F E IAL ANCHOR NOTES, a 0. 2.7V0 ADDITIONAL ANCHORS REQUIRED / ")fi'L� �/ L SAME A)X:Ig1R SPACING AT HEAD 6 SILL EXT.6 INT.FALSE C LONIAL AT MEETING RAILS FOR UNITS WITH AVA LA 0P 2.TVO RDD1T10NAL ANCHORS REQUIRED MUNrINNSS ARE A.,, O !� DP ABOVE.UNITE/-7SPSF C4 TOTAL) AT MEETING RAILS FOR UNITS WI V/SRAICON AND ARE OD RNpT&�&s� 'XOX- WINDOW EQUALLITE DP ABOVE•/-70PSF C4 TOTAL) AVAIILLAA9BLE AS OPTIONAL. IZEE-VERTICAL CRDSS-SECTIQN DETAILS•A,At.e,6 Bl'AT SHEET 43 ")CO" WINDOW EQUAL .IT x TEST UNIT SIZE: 111"X 83• 2.SEE HORIZONTAL CROSS-SECTION DETAILS-C,D,6 E'AT SHEET 03 NOTES ( OX" REVERSED ) Q INSTALLATION FASTENERS t/ 111'OVERALL FRAME WIDTH 1.SEE VERTICAL CROSS-SECTION DETAILS•A,Al,B.6 BI'AT SHEET B3 yy (A) 10 AT FRAME HEAD 2.SEE HUR12EINTAL CROSS-SECTION DETAILS'C,D•6 E•At SHEET 44 tHy (l4 AT FRAME HEAD IF DP ABOVE 70.0) 110' INTERIOR FRAME WIDTH TWO ADDITIUNpL AN MRA' (B) 10 AT EA. FRAME SILL A Al REQUIRED AT MEETING RAILS (I4 AT FRAME SILL IF DP ABOVE 70.0) FOR UNITS VITT T ABDVE SERIES-8700 HORIZONTAL SLIDING WINDOW /-UNITS V TOTAL) S' (C)5 AT EA. FRAME JAMB C-(-t�.7�1� 4,� )y *SEE GENERAL NOTE B3&B4• ( D•C') �C-(jyPICAI, FLANGE FRAME ELEVATIONS — L.M.I. g g� A7�) M D.L.O.Wid Woo.D.LO.6111, IE/ 13 1/4,OC. g + E � ul� D _D i" m4 // /= o !;i o13 v4.0.t 1112 U. B 61 $ s13 1/4•oc 0 I ' PRODUCT Rwith ft I Idl ( n YAj �gT� Builth 0,dt(111 dte Florida p a -.•"KJa )L �uH ANCHOR NOTES, A4cepIRD4D NO L SAME ANCHOR SPACING AT HEAD 6 SILL EXT.6 INT.FpL SEE'CQLQNIAL MUNTINS ARE I>lAHfoRDele r71� 2.TWO ADDITIONAL ANCHQRS REQUIRED AT AS OPTIONAL.ILICOcaE AND ARE AVAILABLE By MEETING RAIL$FOR UNITS WITH DP "XOX" WINDOW - UN-EQUAL ITS Mi6tn1 ePmAlDI ••••�;I•••�00 ABOVE.7DPSF t4 TOTAU NOTES DET $ I.SEE VERTICAL CROSS-SECTION DETAILS'A,AI,B.6 BI•AT SHEET 03 2.SEE HORIZONTAL CROSS-SECTION DETAILS•C.D,6 E. AT SHEET eS 6 L] 1/4' TAPCON W/ 1 1/4' STUCCO OVER METAL LATH NAILED TO #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO CONC. EXTERIOR GRADE PLYWOOD SHEATHING MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET »2 1. ALL WOOD BUCKS ENGINEERED SEPARATELY TO BE SPECIFIED BY ARCHITECT OR G.C. (SEE ELEVATION AT SHEET R2 FOR MAX. FASTENER SPACING) & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) (EXTERIOR FINISH BY OTHERS) FOR MAX. FASTENER SPACING) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON yy 1 1/8' MIN. NOT Y L SON DUSiRIES, INC. o a INDUSTRIES) MUST SUSTAIN LOADS IMPOSED ),,.• �y.•r ' o dt10 EDGE DISTANCE BY THE GLAZING SYSTEM `�tT �,�„� �`•�i 'm°ro 1 1/4' MIN. :° °' '+Yj Y a w y A z 1:.^i„� '•? . c'a` .AEMBEDMEN4. z o 0 ;�.i P.• a..V dd. P .I:;.• aW �. mO,n n ,•, ), Y 3 C ;i' '•�,t1' MIN.',i,�.•:�•� ,y �J YyY EDGE ANCE t''” z Y z F s a Z LOS ItiCh EXTERIOR GRADE 12 i V4'14AX � 1 1 1/a- ,i z o SHIM SPACE ''f:'1i 1v 2% (u W.EMBED. .r, V •I of PERIMETER CAULKING (TYP.) )•''" r rn. 1 0 1 i Y % 04 c di :i. It I 15 O it I i • H V O to m EXT.GRADE PERIMETER 'C N • i� CAULKING NUT BY 1/a•MA%. , a V 14 i 1$ �t I 6 SHIM SPACE Q 'LAWSON INDUSTRIES', O TO BE APPLIED BY OTHERS CTYP•) ++It it (TYPJ 3; W U o i i 1 11 „ II h CLEAR SILICONE ADHESIVE EXTERIOR j °i ' a ej BEDDING COMPOUND it li ((I o t 1 II 34 INTERIOR = T EXTERIORA 1 INTERIOR i X CJ ALTERNATE DETAIL JR. LAMINATED GLASS i1 IJ H ° w t4 i 6 '' �t I I WOOD FRAME INSTALLATION DETAI S a 3 w '� ' 11 � o " WINDOW INSTALLATInN NOTES• 20 I. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT. 8 8 8 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE 28 1i BY WINDOW INSTALLER (TYP.) �� I SILL RISER - OPTIONAL R. THE EXPOSED EXT. PERIMETER DF THE WINDOW FRAME TO ry I APPLIED WITH SILICONE SEE DP CHARTS ON BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK u 5� 2II SHEETS p4, N5, & X6. BY OTHERS CTYP.) Iz° Z 26 III 1D 8 32 13 id WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR a MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. 26 �t O _ I. ANCHORS NOTE: EXTERIOR GRADE ' '• " 'k::iiiiir7is:^iti ilii ANCHORS TO BE 012 SMS OR WD. SCREWS INTO WOOD, OR titi�tSs"y :i:•i^ EXT. GRADE ••s:::a::::t:: t�6/11111y� PERIMETER CAULKING "•••' ••••• ••••••••� CAULK ii:Z:•:::::• 1/<' TAP or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 11/4' PENETRATION INTO WOOD OR , * .•• ' ' CONC. (REFER TO LOAD TABLES FOR OIJANT171ES REQUIRED) . •' •••••••to � O A E •: 1/4'MAX. d 1/4'MAX. • ' ' iSi a a• '•?• SHIM SPACE •.• o�Si ' 0 a•• SHIM SPACE :•A b c (TYPJ :.•...•I�;i; 0 4' (T P.) �•4 �::-�•:+"': d'1 1/4' MIN. .;.;�,,,;..,:i 'it d d•. PRODUCT REVISED i 1 1/4' MIN.• ... "'•i:• ... da. EMBEDMENT '•q,a M3.,.~ ... a Eas Uai�mply rithChaFlorida EMBEDMNT. A. = S r. •e. d: :-0' ed a °�.° d e d .•d. Aecepteuae No� o + Z 0. Iti;:••• d:° .a ati::• o' E•xpirmion Dare /� •I ' a .'j .• e'• i •\` ! 1 1/8' MIN. • I I�` �� ° EDGE DISTANCE Miami eFroducl d�� •••• amavv� � OPTIONAL SILL INSTAL►.aTION DETAIL AT "XO or OX" IEH11711110 d A 1. ALL WOOD BUCKS ENGINEERED SEPARATELY 2X WOOD BUCKS 8 TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) BY OTHERS (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON ( p INDUSTRIES> MUST SUSTAIN LOADS IMPOSED C0 a INTERIOR FINISH BY THE GLAZING SYSTEM (BY OTHERS) Z .P 21 23 LAMINATED GLASS "; IA_o S. 6 p o T. WOOD HULKS � ..;dm' 914 SMS. W/ 1 1/4• I/4•MAX. SILICONE ADHESIVE ;;:.,:• a. o 1/4'MAX. SHIM SPAEE BEDDING COMPOUND SHIM SPACE •;s °!.�:: a ? Z O W MIN. EMBEDMENT INTO WOOD. (TY.) (SEE ELEVATION AT SHEET 92 •'Z INTERIOR <TYP.) • C9 FOR MAX. FASTENER SPACING) 2X p+ ] 1] 34 3 y's o•• g W= C 5 27 a .Z 1/4• TAPCON W/ 1 1/4' 1 1/4' MIN. , MIN. EMBEDMENT INTO CONC. g C7 d pi EM ENT _____,_ ,_ _ _ .(SEE ELEVATION AT SHEET 92 2 Z 14 __ ______ _____ _-_-, FOR MAX. FASTENER SPACING> p 12 A..e.:. �t a 1' MIN. ==- :- - _ e o EDGE _-- (} U DISTANCE 16 •: : 'd 1 '<•'»«t«1<•1«:El<1eEy«E�E�«EE<E{c{«�{�{�r«<r{T««x`E,S<«>f 17 8 11 ----------_-- .4n cr _______ ___________ /9' MIN. f,d��z veI ~o4M -ME EXTERIOR WALL FINISH EDGE DISTANCE oBY OTHERS (TYP.) N p cY• s:C.. .: O q EXTERIOR 18 19 11 ?``_ •.e a P EXT. GRADE °;�> 'e• IA STUCCO OVER METAL LATH RAILED TO O CAULK •••,'.`.c.•, ;: A EX TERIOR GRADE PLYWOOD SHEATHING EXT.GRADE PERIMETER ,SFy42?�a'sY`;.:t•'`r;rt: $ �+ TO BE SPECIFIED BY ARCHITECT DR GC. CAULKING NOT BY O .� r�'•"=�". (EXTERIOR FINISH BY OTHERS) 'LAWSON INDUSTRIES', NOT BY LAWSON INDUSTRIES,INC. T O BE APPLIED BY OTHERS 73• MAX. z WINDOW FRAME BUCK WIDTH ----------_._._._._._--------------------------- 74' MAX. �g WINDOW FRAME FLANGE WIDTH "AO" WINDOW EQUAL LITE ( "OX" REVERSED ) 30 31 WINDOW INSTAL"TION NnTES 8 8Nu 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT. $ z _ GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.> ga 2. THE EXPOSED EXT.PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK 22BY OTHERS (TYP.) 21 •WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR 0'O{6111111I��e $ MASONRY IS LESS THAN 1/8-. SHIMS ARE NOT REQUIRED. e�O�eaJ•• ... 3�l�e�eee ANCHORS NOTE A®•' �.y S ANCHORS TO BE 912 SMS OR WD. SCREWS INTO WOOD, OR LOCK (LATCH AND SWEEP) OPTIONPRODUCT REVISED •� �`� Q�i�3 t/4' iAPCQNS or APPROVED CONC. FASTENERS INTO CONC., as complying with tWFWWa z Uf Db>D�C WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR b Building Coda I. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE cCe-Ot ` LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) Accepttionarmo No Expira 2. BOTH DIE CAST AND NYLON CAM IA /7CKS ARE QUALIFIED • v FOR USE ON ALL WINDOWS. By Pry. �seeeoetl'., 00®�� 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. NLam� ,e eae96T6404 a c q 12 X 1 3/4• S.M.S. 1 1/4' MIN. W00D EMBED a ,SEE ELEVATION AT SHEET 02 to Q a FOR MAX. FASTENER SPACING) C CLEAR SILICONE ADHESIVE •'`.' .P7. WOOD BUCKS o c z o SHIM•BPAC•E 21 22 23 34 BEDDING COMPOUND LAMINATED GLASS _ ?�" ° M w h z (TYP.) i/4•MAX. M O co � N 33 EXTERIOR SHIN SPACE SZ'+ ° d U o+ 17 (TYP.) a •• ,• .Q M 0 d o 5 27 ° G z-. 0. 30 31 v o• ` 3 M e m z � 1/4• TAPCON W/ 1 I/4' MIN. EMBEDMENT INTO CONC. Z w CW.7 w _ _ .CSEE ELEVATION AT SHEET q2 0 p z 14 ----------- -__--_ 12 _ = Ix FOR MAX. FASTENER SPACING) wa .-._ •� u�I' j O c 16 ^M1 z z MBEf/4• IN. -- --=--= - 1 1/4'MIN. I 0 DM T 17 g 18 _._._._._,_�.._,.. ____..__ - E-4 fl � D -- ----- o ------- ------------------ EDGE DISTANCE z E, ®„ 3z 2s a :r 09 EXT GRADE EXT. GRADE •;; ''Q. ``y�.�(� O e CAULK O CAULK ,::d.. 1.. (>; x o 0 1• ca -WINDOW FRAME BUCK WIDTH �� 0.' U WINDOW FRAME FLANGE WIDTH "XOX" WINDOW EQUAL AND UN—EQUAL LITE a WINDOW INSTALLATION NOTES 1. THE WINDOW FRAME FLANGE TO HE BACK-BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE ' BY WINDOW INSTALLER (TYP.) 2, THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO HE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) WHEN THE THE GAP BETWEEN THE WINDOW FRAME AND THE RUCK OR z z MASONRY IS LESS THAN 1/8-. SHINS ARE NOT REQUIRED. a ANCHORS NOTE: ANCHORS TO BE 412 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., of, WITH A MINIMUM OF 1 1/4• PENETRATION INTO WOOD OR ............ � '��,, CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) e' e eey LLLL PRODUCT REVISED fl6�mPlYluB wlWtho Pf01•IBB Q' O: Enitd4 Coda F v; o retion I t7 Miami da PAodoat' � CO�S,1 11/1�0� � F d A DESIGN LOAD CAPACITY PS -OX or XO WINDOWS # # +/-Pressures(ASO WINDOW Jamb H&S Glass T "R' "2 Glass T e"8" "2 Glass T e"C" "2 Glass T e"D" '2 Glass T e"E" a 3 Glass T "F" •3 0 WIDTH HEIGHT Anchors Anchors + f + f - + f - sf + _ sf + sf _ sf + f _ o c z 24 24 3 3 1 65.0 65.0 1 65.0 65.0 70.070.0 70.0 70.0 80.0 80.0 80.0 80.0 36 24 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 M o EEi o 48 24 3 6 65.0 65.0 65.0 85.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 0 �° q Od. `0 0 60 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 °f 92 e X 72 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 Z a w z 24 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 Z o z Z 36 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.070.0 80.0 80.0 80.0 80.0 a g o 48 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 z ° S 24 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 xo 36 48 4 4 65.0 65.0 65.Q 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 z 3 F 60 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 24 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 w c C', S 36 60 5 4 65.0 65.0 65.0 65.D 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 H x 48 60 5 6 65.0 65.0 55.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a A 60 60 1 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 F 72 60 1 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 d} CO 26.5 28 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 A x 37 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80A 80.0 80.0 53.125 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 1 80.0 80.0 Z 74 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 6.5 38.375 4 4 65.0 65.0 65.0 � 65.0 70.0 0.0 70.0 70.0 80.0 80.0 80.0 80.0 $ 37 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 38.375 4 6 65.0 65.0 65.0 85.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 38.375 4 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 50.625 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 50.625 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 7 .0 80.0 80.0 80.0 80.0 26.5 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 z 37 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a 5 74 5H 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 58 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 63 6 4 65.0 65.0 65.0 65.070.0 70.0 70.0 70.0 80.0 80.0 B0.0 80.0 37 63 6 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 60.0 e�es 53.125 63 o��9�nN3 g0000 6 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 s 5,.•°°"""• N/�oosm 74 63 6 8 65.0 65.0 65.0 65.0 65.0 70.0 No es d ' 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. ms plyinowith tho 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW Ou. .8 Co& O . (WINDOWS WITH GLASS TYPES "A, B. C. & D") AmptaueNo �/ `\� 20 SILL RISER - OPTIONAL 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP �. /.� �\ ExpiratimDoto APPLIED WITH SILICONE (WINDOWS WITH GLASS TYPES 'E, & F") AND +80.0 DP MAX. 'jamb` �t e I FOR DP ABOVE +70.0 PSF 1 ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON '�/ \�� ' mim Dade C+80.0 DP MAX.) j WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) t} ` o '•• °°••• m 4.) WINDOWS WITH GLASS TYPES "A, C. DR G" INSTALLED ABOVE 30FT. oBBdBp oj81®9i�® IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. � < A DESIGN LOAD CAPACITY PSE -XOX WINDOWS with Un-Equal Lite 114-112-114 +/-Pressures sf FRAME SIZE #Jamb #H&S Glass Type"B" *2) Glass T e"C" (*2) Glass T e"D" *2 Glass T e"E" (*3) Glass T e"F" *3 Glass Type"G" *2 o WIDTH HEIGHT Anchors Anchors + sf - sf + sf sf + sf - sf + sf - sf + sf - sf + sf sf o° z 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 n y W 72 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 In ai � E s 84 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 75.0 '~^o to v ¢ a o 96 24 3 10 80.0 1 80.0 80.0 80.0 65.0 75.0 65.0 1 75.0 52.0 52.0 65.0 75.0 3&M o 108 24 3 11 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 1 75.0 52.0 52.0 65.0 75.0 Z> c c 72 36 3 7 80.0 1 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Z o z 84 36 3 8 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a ! g 96 36 3 10 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 c S 108 36 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 1 52.0 65.0 1 75.0 a z o 60 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 48 4 8 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0. . 65.0 75.0 e 96 48 4 10 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 U 108 48 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 520 520 65.0 75.0 ®z z 60 60 5 7 75.0 65.0 75.0 5112-b- 52.0 65.0 75.0 72 60 5 7 52.0 52.0 65.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 N v 84 60 5 8 y�W o x a 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 1 W x 96 60 5 10 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.Q " `a'I 108 60 5 11 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 h o 2 74 26 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 j ai`D o 74 38.375 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 50.625 4 7 70.0 75.0 70.0 75.0 58 65.0 75.0 74 65.0 75.0 52.0 52.0 65.0 75.0 A x 5 7 52.0 52.0 65.0 75.0 65.0 1 75.0 52.0 52.0 65.0 75.0 74 63 5 7 52.0 52.0 65.0 75.0 65.0 1 75.0 52.0 52.0 65.0 1 75.0 79.5 26 3 9 .52.0 52.0 65.0 75.0 65.0 1 75.0 52.0 52.0 65.0 75.0 79.5 38.375 1 4 9 52.0 52.0 65.0 75.0 65.0 1 75.0 52.0 52.0 65.0 75.079.5 g 79.5 5 .6 5 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 195 79.5 63 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 28 3 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 38.375 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 50. 4 11 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 588 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 63 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z x 111 26 3 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0a 111 38.375 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 $ 111 50.625 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 58 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 3 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ODUCT RHVISED e 5 °'•y/�� eamplyft*wi*Ore FWdd8 a O°•��„..••• ��i Notes 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. wkiftCc& N UO O acapta=No 2- PJ 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOWHxpirelton Data �7 (WINDOWS WITH GLASS TYPES "A, B. C. & D� Sy 20 SILL RISER - OPTIONAL 0 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP Mien e I APPLIED WITH SILICONE ADDITI(WINDONAL WITH CLASS TYPES D & R AND AD & SI MAX. /� '/� '/� 1 1 FOR DP ABOVE +70.0 PSF ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON 1 2 1 •. • •'• i WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) t i C+80.0 DP MAX.) es 1 4.) WINDOWS WITH GLASS TYPES -A, C. OR G" INSTALLED ABOVE 30FT. �� p• �asB•! ...e,pe8e IN THE HVHZ, THE I.C. EXTERIOR LITE SHALL BE TEMPERED. ..1 XOX - Un-Faust Lite A DESIGN LOAD CAPACITY(PSN-XOX WNDOWS with Equal Lite(1/3-1/3-1/3) +/-Pressures(050 3 FRAME SIZE #Jamb #H 8r S Gla P Type"B"p(*2) Glass Type"C" (*2) Glass Type"D" (*2) Glass T pe"E' (*3) Glass Type"F"(*3) Glass Type"G" (*2) $ o z WIDTH HEIGHT Anchors Anchors + sf +psf _psf +psf -psf +p _p� +p .p +psf .psf h 3 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ^e 3 E- 72 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 m a 84 24 3 9 80.080.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ar On e m 60 36 3 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 = w x 72 36 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0084 o z 36 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 '0 d n o s 60 48 4 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 j v o 72 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z 84 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o 60 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 i C4 F 72 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z Z F 84 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 " o R 53.125 26 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 W c 53.125 38.375 4 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 W a x g 53.125 50.625 4 6 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a o z 53.125 58 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 N n �? 53.125 63 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 00 o 74 26 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 �j x 74 38.37 9 - - 52.0 52:0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 foci 74 50.62-55V4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 63 5 9 _ _ , 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 26 3 9 80.0 80.0 1 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52,0 65.0 75.0 o 79.5 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 , 79.5 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 26 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 84 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 635 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ,��"` •a� •��ii s PRODUCT RfiV136D � O�•'�•a• ••0•��°tee os ilding Ing wtlh tho Fimi@e N O y Notes 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. Duild lig Code 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW \ / Accoptanae No Expiration Date 111 (WINDOWS WITH GLASS TYPES "A, B, C. & D") SILL RISER - OPTIONAL Q A 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP \\' ''��: '%/ By \20 APPLIED WITH SILICONE Q�;•r� (WINDOWS WITH GLASS TYPES -E, & F") AND +80.0 DP MAX. ��' •/% mi.a DR&PfQ&CI1 1 FOR DP ABOVE +70.0 PSF ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON 1 i °•. +80.0 DP MAX.> 4.) WINDOWS WITH GLASS TYPES A,(CEO G" INISTALLED ABOVE 30FT.ON AT SHEET 2 OF 0) �r � ,� °'B��,e7 ••Aey ® i F IN THE HVHZ, HE I.C. EXTERIOR LITE SHALL DE TEMPERED. XOx -Eouei Llce a 0 a I 2 X 3/4•S.D.S• HS-8700 FLANGE FRAME WINDOW BILL OF MATERIALS 33 19 ALUMINUM MULLION FLAT HEAD,PHILLIPS. SEE MULLION APPROVALS FOR DD O 4 MULLION TYPE,SIZE AND MAX. (SEE AN.FAST AT SHEET/R ITEM g PART p REQD. DESCRIPTION REMARKS R< Q FOR MAN.FASTENER SPACING AND I L-7703 1 FRAME HEAD 6063-16 ALUMINUM •SILICONE OPTIONS' DESIGN PRESSURE LIMITATIONS. DP TABLES FOR OUZ71TY) O Z DDV CORNING 099 (ALUM.0.078"LAN. THICK) O q a.•...,.n. S. (ALUM.5731 2 L-8701 1 FRAME SILL 6063-T6 ALUMINUM 'oto h 0.600' TREMCO SPECTRUM E GLAZING DEPTH NOTE:THE LOWER PRESSURES OF 3 L-7701 I FRAME FXD. JAMB 6063-T6 ALUMINUM y 00 LAMINATED GLASS CONPOSMO -TYPE B THE WINDOW OR MULL SHALL GOVERN INTERIOR 4 L-7704 I FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM In¢e V w 5 L-7705 1 VENT MEETING RAIL O+ o IT6Y OLt88 DBBCRIlTION DTS'A8. )„WINATE DeBCRIMION 6063-T6 ALUMINUM 1 WB•ANNEALED GLASS I __ - 6 L-7707 1 VENT TaP/BOTTOM RAIL 6063-T6 ALUMINUM w J�c) Q F E 0090•PLASTIC INTERLAYER SAFLE%7XECPSAFE - (r V m Yp' Ty,'SOLUTIA• 7 L-8703 1 FRAME VENT JAMB 6063-T6 ALUMINUM - Z 1:4 Ti 3 178'ANNEALED GLA55 1 as.v� 8 L-7706 I VENT JAMB LATCH RAIL 6063-T6 ALUMINUM Zo Oq dz O LAMINATED GLASS COMPOSITION- E D 9 L-8702 I FRAME SILL TRACK 6063-T5 ALUMINUM W�is Z •••1 9 ti aG ITDY GLUM D88CRIPTION 08r'ALL LYDNATT DTf6CRIPTIO ._. 10 L-8705 1 FRAME SILL RETAINING CLIP 6063-TS ALUMINUM rn I 178•HEar-sTRENTaNrERED GLASS •_--•-•--- ---------------- Il L-7708 AS REO'D. GLAZING BEAD< 3/8' ) 6063-75 ALUMINIDT D Z w o E 0-090•PLASTIC tMERLaTER -- BUTaCITE PVT O er DIPDNT• 12 FS-006 AS REDID. FRAME ASSEMBLY SCREWS 08 X 3/4•PH PHILLIPS Ea. NEAT-STRENGNTENEO fAaSS •- �• pNo- EXTERIOR GRADE WINDOW FRAME 13 FS-040 AS REOD. INSTALLATION SCREWS 014 SMS F.H./PHIL. 4 O Ld LAMINATED GLASS COMPOSITION - TYPE PERIMETER CAULKING 14 L-7531 AS REO'D. VINYL BULB 1/4• DIA. BULB #3033 C C3 171&1 OLBT DHTCRIPTION OTTAM LAMINATE DeBCRIPEPIN EXTERIOR z _ 15 PWS-003 AS REO'D. FIN SEAL WEATHERSTRIP ,187• w z.230•h V �" O 1 170•NEAT-STRENGMIENED GLASS i ___ FRAME MULLING DETAIL a E 0690•PLASTIC INTERLAYER ° SAFLEX/REEPSAFE 16 PVS-005 AS REWIL FIN SEAL WEATHERSTRIP .1871 w x .350' h TIA'3 Ire•MEAT-STRENDMTENED GLASS 1 w.o• 17 PWS-DO9 AS REO'D. FIN SEAL WEATHERSTRIP .167•. x .310' h cp IB L-7711 AS REO'D. GLAZING BEAD< INSULATED) 6063-TS ALUMINUM N C N LAMINATED CLASS CO POSITION - TYPE P SEE MULLION APPROVALS FOR 19 PWS-001 AS REO'D. PILE @ GLAZING BEAD ,187• w x ,150• h C 1T7S11 OLLBe DSBCRiPDON DETAIL LMNATB DESCRUMON MULLION TYPE.SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. 20 L-8706 AS REDID. SILL RISER ADAPTER 6063-T5 ALUM.- OPTIONAL I 170•ANNEALED GLASS _ RUTACITE PVD NOTE:THE LOWER PRESSURES OF NAN •c E 0090•PLASTIC INTERLAYER c-- THE WINDOW OR MULL SHALL GOVERN 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-T5 ALUMINUM W p V Bp DIk•ONT 3 IIB'ANNEnLeD auss - war 1/4• MAX. g IZ S.D.S.X 1 f/a-L. 22 NC-057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON SHIM (SEE ELEVATION AT SHEET#2 23 L-7523 1 x LATCH LATCH SPRING STAINLESS STEEL Z .7 18 INTERIOR FOR MA%.FASTENER SPACING) c3 /1;9 24 w 2 SILL/JAMB JOINT GASKET 1/16•CLOSED CELL FGAM W 25 FS-041 2 SILL RAIL ASSEMBLY SCREW #8 X 2 1/4• PH✓PHIL. 34 _ 26.1 HC-044-1 2 WEEP FLAP 4 BAFFLE . 0 'SILICONE OPTIONS' 26.2 HC- I X WEEP OPEN CELL FOAM PAD I/2•X I/2•X 2•L. DOH CORNING 899 27 HC-040-1 2 SASH ROLLER 6 HOUSING x SKMCO-NMCNEAD 6731 33 GLAZING TRENCO SP[CTRIDI E et GLAZING DEPTH 28 HC-026-1 1 SCREEN FRAME B MESH w INSUTA D LAMINATED GLASS CO SUTTON TYPEA 29 x I ATTACHMENT SCREW @ CLIP 08 X 5/8• S.D.S. „ y o IBM OLDS DESCRIPTION OIITA0. LWINATS DBBCRIPTION 30 HC-O58-1 2 VENT SWEEP LATCH MOLDED NYLON g I 178•ANNEALED GLASS 31 HC-059-1 2 VENT SWEEP LATCH DIE CAST METAL 'd f e 0-090'PLASTIC WTERLarER u© .vr sAN'LE%PVD PERIMETER WINDOW FRAME NOTE: 32 L-8830 X Anchor FRAh1E SILL ANCHOR CLIP 6063-T5 ALUMINUM 3 110•ANNEALED GLASS _=-- DY''SDLUTia• SEALANT 1.ALL STEEL 1N CONTACT WITH 4 L4'INSULATED AIR SPACE Vp _ _ EXTERIOR ALUM.TO 8E PAINTED OR PLATED. 33 z 2 LAMINATED GLASS See DetaDs @ L.H.of sheet 9 1/8' QQ 6 ANNEALED GLASS<n 1 w 2.METAL STRUCTURES; mm • AS REO'D. GLAZING SILICONE See Details @ LH of sheet 9 rg go A)STEEL FT 36 KSI MDV. . LNAL ALSE MIINTIN ALUMINUMIN$ULL LAMINATED CLASS PO ON TYPE C (STEEL le cA.wN.THICK- o.os6�B)ALUMINUM:6063-TS MIN,ITTY OLBS OlA7CAtP'TION DBTA]L LIONATE DESCRI%TON (AI,UY.0.078-YIN.THICK I1/W ANNEALED GLASS ) AS REO'D. PERIMETER ACRYLIC CAULK OSI PGLYSEAMSEAL a E 0090•PLASTIC INTERLAYER ��--.IL PVD E 1 .METAL STRUCTURE ATTACHMENT DETAI• [B� $([ 3 I1W ANNEALED GLASS :•--v-_ -_"TI- Bp'OUPONT• 111 y $ 4 V4•DMLATED AIR%PACE -IJIF- ' s WB'ANNEALED GLASS a) war •.e�...... INCOMPOSITION SULA LAMINATED GLASS COMPO ON TYPE G ��,• �•'• TTSY CLASS DIISCAIPTION IR,DBTAtl, IIAMM79 DESCRIPTION 1 MA'HEAT-STRENONTENED GLASS 7 .- 1 �9 2 0090•PLASTIC INIERLATER ® .Hr PVT PRODUCT REVISED III 3 IArKAT-STRENGHTENED GLASS -=- By,'DUPONT• �6omPlyiGS With ft IRmida .e 4 W4•INSULATED AIR SPACE -- - BURding codea _ Ia v S IIT•ANNEALED GLASS<•) 1 --Y war ptilma No •I oll'awtiann 17 <•)WINDOWS VITH GLASS TYPES'a,C.OR G'INSTALLED ABOVE SOFT. '•.,,,,..'Q IN THE HVNZ.THE 1.0 EXTERIOR LITE SHALL BE TEMPERED. BY P<oAac1 ,S� 11111{{1{ GLAZING DETAILS AND OPTIONS C A FRAME HEAD FRAME FIXED JAMB . MR SILL TRACK FRAME W L-07703 �Io—I L-7701 L-8702 + O 3 e O OO a93 `\• FRAM TOP O RNR a \. O Z m p O .738 .062 t0 y o 1.285 N O V Q 2643glaa _ 1 NO Vt C � 9 o SILL RETAINING CLIP 1 3 e ata I L-8705 17 2i o tw7 2.657 O 1 D FRAME I FAG O p Z O �„ I+FNT TOP RAIL OI W > �a 1p Z d Z .] FRAME JAMB n4 yW� FRAME SILL FRAME VENT JAMB a z a L-8701 L-8703 1.466 a62 z0z � 2x00 O R U .754 0 E41 VENT TOP CORNE FRAME BOTTOM CORNER z t. N FRAME MEETING RAIL 2374 VENT SPRING LATCH \ m.�c ® O, N � 062 L-7839 a62 21 `\� 2613 VENT IA••9 RAIL ,\ M qi rr•' O 1.239 ,\,\ O a I �:b co I^-2.6Ss It.790— 698 } fr t VENT INTERLOCK RAIL FIXED MEETING RAIL S 01 L-7705 L-7704 VENT TOp/BOTT'OM RAIL OL-7707 a62 O =11N FRAME SILL / M TIN1375--IYENi B a70 I C�--� 1 1 10 IL z i a62 765 FRAME & SASH CORNER ASSEMBLY DETAILS < VENT JAMB RAIL SILL ANCHOR CLIP L-7708 SILL RISER O3Z 830 GLAZING BEAD GLAZING-771BEAD L-8708R 0 oo acannano�n , L-77011 18 20 U. .b. W,,ii I .les 094 11 .500 ° . O 2x00 �+ 1.450 7� PRODUCT REVISED h .D62 I as rnmplYine lvitd the Florida } .050 a50 a50 61i1die8 Cod. .850 1250 Acte tollat Na 2 • BY 2.794--� I Ex imtion DOte 17 IL �' .••��f I 235 +.773 .773— --I}x-050 Miert edeFFOdtict o.6gBBBB@0 aee08e W F d D M IAM ID:ADE 1tiIIAhII-DADE COUNTY 0 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADNIINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wvww.miamidade.eov/economy 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 perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series 113200"Outswing Aluminum Casement Window—L.M.I. APPROVAL DOCUMENT: Drawing No.L3200-0801,titled"Series: 3200 Outswing Impact Casement Window",sheets 1 through 7 of 7,dated 07/27/08,with revision B dated 02/26/14,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 Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#12-0127.21 and consists of this page 1 and evidence pages E-1,E-2, E-3 and EA,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. Approval Date: March 06,2014 NOA No. 13-12I7.22 MlAM4DADE COUNTY // Expiration Date: March 04,2019 f �� Page 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2.. Drawing No. L3200-0801, Sheets 1 through 7 of 7, titled"Series: 3200 Outswing Impact Casement Window",dated 07/27/08,with revision B dated 02/26/14,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 202-94 along with marked-up drawings and installation diagram of a series 3200 outswing aluminum casement window,X configuration,w/5/16"ann. lami glass w/PVB laminate by DuPont,Test Report No.HETI-08-2099A, dated 07/10/08, signed and sealed by Candido F. Font,P.E. (Submitted under NOA #08-1020.08) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 3200 outswing aluminum casement window,X configuration,w/5/16" ann. lami glass w/PVB laminate by DuPont,Test Report No. HETI-08-2099B, dated 07/10/08, signed and sealed by Candido F.Font,P.E. (Submitted under NOA #08-1020.08) 3. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 3200 outswing aluminum casement window,X configuration,w/5/16"ann. Jami glass w/PVB laminate by.Solutia,Test Report No. HETI-08-2100,dated 07/10/08, signed and sealed by Candido F. Font,P.E. (Submitted under NOA #08-1020.08) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 3200 outswing aluminum casement window,X configuration,w/5/16"HS lami glass w/PVB laminate by Solutia,Test Report No.HETI-08-2101,dated 07/10/08,signed and sealed by Candido F.Font,P.E. (Submitted under NOA #08-1020.08) 5. 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 outswing aluminum casement window,XX configuration,w/5/16"HS lami glass w/SGP laminate by DuPont,Test Report No. HETI-08-2102A,dated 07/10/08,signed and sealed by Candido F. Font,P.E. (Submitted under NOA #084020.08) Manuel rez,P.E. Product Con rol saminer NOA No. 13-1217.22 Expiration Date: March 04,2019 Approval Date: March 06,2014 E-1 i Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 3200 outswing aluminum casement window,XX configuration, w/5/16"HS.lami glass w/SGP laminate by DuPont,Test Report No. HETI-08-2102B, dated 07/10/08,signed and sealed by Candido F. Font,P.E. (Submitted under NOA #08-1020.08) 7. 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 outswing aluminum casement window,XX configuration,w/5/16"HS Jami glass w/SGP laminate by DuPont,Test Report No. HETI-08-2097A,dated 07/10/08, signed and sealed by Candido F. Font,P.E. (Submitter)under NOA #08-1020.08) 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 aluminum casement window,XX configuration, w/5/16"HS lami glass w/SGP laminate by DuPont,Test Report No.HETI-08-2097B,dated 07/10/08,signed and sealed by Candido F. Font,P.E. (Submitted utiderNOA #08-1020.08) 9: 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 outswing alumintun casement window,XX configuration,w/5/16"HS lami glass w/SGP laminate by DuPont,Test Report No.HETI-08-2103A,dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #08-1020.08) 10. 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 casement window,XX configuration,w/5/16"HS lami glass w/SGP laminate by DuPont,Test Report No.HETI-08-2103B,dated 07/10/08, signed and sealed by Candido F. Font,P.E. (Submitted tinder NOA #08-1020.08) 11. 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 casement window,XX configuration,w/5/16"ann. lami glass w/PVB laminate by Solutia,Test Report No.HETI-08-2104, dated 07/10/08,signed and sealed by Candido F.Font,P.E. (Submitted under NOA #08-1020.08) Manuel Per E. Product Control E•an ler NOA No.13-1217.22 Expiration Date: March 04,2019 -Approval Date: March 06,2014 E-2 f i Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTIN(JED) 12. 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 casement window,XX configuration,w/5/16"ann. Jami glass w/PVB laminate by Solutia,Test Report No. HETI-08-2105, dated 07/10/08, signed and sealed by Candido F. Font,P.E. (Submitted render NOA #08-1020.08) 13. 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 casement window,XX configuration, w/5/16"HS lami glass Nv/PVB laminate by Solutia,Test Report No. HETI-08-2106,dated 07/10/08,signed and sealed by Candido F. Font,P.E. (Submitted ander NOA #08--1020.08) 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 marked-up drawings and installation diagram of a series 3200 outswing aluminum casement window,XX configuration,w/7/16"atui. lami glass w/PVB laminate by Solutia,Test Report No.HETI-08-2125,dated 07/10/08, signed and sealed by Candido F. Font,P.E. (Submitted sender NOA #081020.08) 15. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of a series 3200 outswing aluminum casement window;OX configuration,w/5/16"HS Jami glass vv/SGP laminate by DuPont,Test Report No. HETI-08-2131A,dated 07/10/08, signed and sealed by Candido F. Font,P.E. (Submitted render NOA #08-1020.08) 16. 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 casement window, OX configuration, w/5/16"HS lami glass w/SGP laminate by DuPont,Test Report No.HETI-08-2131B,dated 07/10/08, signed and sealed by Candido F.Font,P.E. (Submitted underNOA #08-1020.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2004, prepared by manufacturer,dated 10/01/08 and 01/30/09, signed and sealed by Thomas J. Sotos, P.E. (Submitted under previous NOA #12-0127.21) 2. Glazing complies with ASTM E1300-04. y Manuel P'0 e ' X. Product Cortrot Exan ner NOA No.14117.22 Expiration Date: March 04,2019 Approval Date: March 06,2014 E-3 i Lawson Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlasU Interlayer"dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13, expiring on 12/11/16. 3. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color GIass Interlayers"dated 03/28/13,expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010,dated January 25,2012, signed and sealed by.Thomas J. Sotos,P.E. (Submitted underprevious NOA No. -12-012Z21) 2. Statement letter of no financial interest, dated October 1,2008, signed and sealed by Thomas J. Sotos,P.E. (Submitted under NOA No. 08 10211.08) G. OTHERS 1. Notice of Acceptance No. 12-0127.21, issued to Lawson Industries,Inc. for their Series 3200 Outswing Aluminum Casement Window—L.M.I., approved on 03/29/12 and expiring on 03/04/14. Manuel pve"E. j Product Control Axami er NOA No. 13- .22 Expiration Date: March 04,2019 Approval Date: March 06,2014 E=4 I ANCHORS, 121/2• (A) 3 AT FRAME HEAD (MALI.O.C.) (C) 3 AT FRAME SILL A Al � (TYPICAL ANCHOR CLUSTER ANCHOR CLUSTER (D) 5 AT EA. FRAME JAMB ( ai pLL ANCHORS= SEE DETAIL 04 ATSEE CORNERS) SHEET 7 OF 7 ANCHORS+ SFIEETE7AOF 74 AT %RI) ) (A) 6 AT FRAME HEAD (FRAME SILL TYPICAL) (A>6 AT FRAME HEAD (FRAME SILL TYPICAL) CC)6 AT FRAME SILL (C)6 AT FRAME SILL I1 _� (D) 4 AT EA. FRAME JAMB e' (D) 4 AT EA. FRAME JAMB. e' TYPICAL ss A c1AA%.) �) ss 1 A Al (Mu. CAT "� 38 ............_}30 1 B-:J......._.... 3fi 1 'T Maa=D.L.o., th i( _ i i I Ii I Al Ai Al i .=:::::::::': vl o $ ...........--+-- .._,r..:.s_ m t -•E(oz:•0+:0.WidOiE:::::r..::... $ .._.... :::--_;;,. -..� aq I ':-' •`D90.W 14 a W X J El j/ 01 � a N !E I c Wx r '_ // : 36 c I 1 1 // . ` r I , // . y //: ` ,`9• O /rf.^^. L ; :::- 8•Ckelitel W CS o a N v !� �� 16 x" i`do nm mtd-apo°n. v �`$ a^o I .-._t_ z ^ �I ' D _..._......_ ai.._._...._._ N _. ..._..._11... `�...ii. _"V..._A._ _ ...:: g D _..i::::- ii _..i...,' .1i,..::::=.... 1 — it E%T.6 INT.FALSE COLONIAL 6' 25'0.C• iN%. 8' 14�'I��J14' 8' 1 T bled Bracket -t4' 4' Mx ARE APPLIED V/ ') I �( B (MNE•-IA I_ 25'O.C.(UA%.1 Of B'from end. 6' ( ') H (MA%. W/SILICONE AND ARE 3 A — DTH 74• (Typ.of oD F•oced 74• AVAILABLE AS OPTIONAL. WINDOW FRAME WIDTH WINDOW FRAME WIDTH Ute Comers) WINDOW FRAME WIDTH •X" ELEVATION "XO" ELEVATION — (OX reversed) "XX" ELEVATION EXT.B INT.FALSE COLONIAL (LIMITED TO LOADS ON SHEET 5 OF 7) (LIMITED TO LOADS ON SHEET 6 OF 7) (LIMITED TO LOADS ON SHEET 6 OF 7 NY//SILICARE AND ARE V/ AVAILABLE AS OPTIONAL. General Notes: SERIES-3200 OUTSWING CASEMENT I 1PACT WINDOW APPROVED ELEVATIONS • WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE MASONRY IS LESS THAN 1/8',SHIMS ARE NOT REQUIRED. REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-98. THIS PRODUCT ANCHORS NOTE: IS IMPACT RESISTANT AND DOES NOT REQUIRE SHUTTERS. 2.) IX or 2 X WOOD BUCKS SHALL BE INSTALLED AND ANCHORED $O THAT THE ANCHORS TO BE R12 SMS OR WD. SCREWS INTO WOOD, OR BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH 1/4• TAPCONS or APPROVED CONC. FASTENERS INTO CONC., REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. WITH A MINIMUM pF 1 1/4• PENETRATION INTO WOOD OR 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (O.C.) COMIC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS, AND THE NUMBER OF ANCHORS REQUIRED, AS SPECIFIED ON THE LOAD TABLES AT SHEETS 5 & 6. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE +(ODUCT•REVISED ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND as cm"Plyibg with the FfmideBuildingCmk TO BE REVIEWED BY BUILDING OFFICIAL. Acceptanco No _ i/'j� 5.) SEE SHEET #3 FOR BILL OF MATERIALS AND DETAILS. E`P mim Date�L��'`j 8.) SEE SHEET y5 & 8 FOR GLAZING DETAILS & OPTIONS AND CHARTS FOR Dy,t. MAX. DESIGN PRESSURES. Mian Dade Product ntro 7.) WOOD BUCKS 1N CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED - (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEET . FOR COME & NOTES) THO 3 ENGIN Ru.Reised ,I ® 7R T 8.) MATERIALS INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO PR OPI S NAL ENc1NEER A Revised to co ro1T./zmo FOC (/�fj 1��1/ C 16D22b. 8501 N.W.90 ST. CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS D.Renewal one Rsvislo to Wwat 5&6 or 7 IAEOLEY,FLORIDA 53168 OF 2010 FLORIDA BUILDING CODE SECTION 2003.8.4 AND/OR SECTION 2328.2 ilSTF2 -5 INC. PH No.(305)696-8660 9.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL& AND ARE APPLIED W/SILICONE 4ANUFAC7URSR OF QOALITF A6UNINUN WINDOWS AND CLASS 000RS AOu tow: Pmt ttwu ROC C4hpup Sutn/4Od.e /fun R.luu,u b RMtton l: 10.) FRAME SILL ANCHOR CLIPS TO BE MEASURED FROM THE INSIDE EDGE OF THE WINDOW FRAME NOAu v I 320Q L NOA 0_Q1 AND TO BE LOCATED WITHIN A +/- 1/2'TOLERANCE. ' mO,.n On aot.0mwv TOTAL OF ANCHORS REQUIRED AT SILL TO BE THE SAME AS FRAME HEAD. , 07/2 9 Series: 3200 Outswing Impact Casement Window 11.j SEE SHEET d 4 OF 10 FOR FLANGE PERIMETER CAULK/INSTALLATION DETAIL,. - R••a••a ar: a RMua X, XX, XO or OX GENERAL NOTES & APPROVED ELEVATIONS•�,'�'{ N.ERA20 02/26/14 ( ) 12.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL&AND ARE APPLIED W/ SILICONEY.r'=r•.ff-•v a.Owny R„O,e..: sA.,A DATE____r'.xr i±1(' B CASEMEN13200-011NOA-01 L3200-0801 I OF 7 1 5/32• ALL P.T. WOOD BUCKS # 14 S.M.S. or WD. SCREW W/ EDGE 1/4' TAPCONS EDGE ENGINEERED SEPARATELY 5/32, DISTANCE EDGE TAN , ANCE TO BE REVIEWED DISTANCE 1 1/4' MIN. WOOD EMBED 1 1/4' MIN. CONC. EDGE v EMBEDMENT BLDG. OFFICIAL (TYP.:.:-;,.;. •• TANCE q. ALL WOOD BUCKS 1> ENGINEERED SEPARATELY STUCCO N. ED.) `••""%r.• TO BE REVIEWED ' n & STUCCO METAL LATH (BY OTHERS) �0' 11. 43 BLDG. OFFICIAL (TYP.) -'z: '' 43 (BY OTHERS):: STUCCO " ; 4747 /4�; 1 1/4- 5!*-. Z. 5f 1 50 (BY OTHERS) 50 E 2X WOOD DUCK N: 'Ylil (MIN.EMBED. 7 1/4* MAX. ANCHORED TO CONC. FSHIM SPACE TO BE P.T. (TYP.) PERIM. CAULKING Y OTHERS (TYP.) I 2X WOOD is 7 EXTERIOR GRADE 17 BUCK (TYP.) 17 PERIMETER CAULKING 15 BY OTHERS ALL WOOD FRAMING 4' MAX.. 1 M SPACE (TYP.) ENGINEERED SEPARATELY 24 1 15 @ 1 & TO BE REVIEWED At BLDG. OFFICIAL (TYP 22 23 17 A 16 16 16 1 18 IM 5 W 5 fl 21 18 42 49 12 16 48 EXTERIOR I INTERIOR INTERIOR EXTERIOR E EXTERI INTERIOR XA113110IN 13 1, 1 14 51 13 14 51 GLASS &A li > 12 16 48 13 1 12 16 48 18 61 :1 49 > 30 > 21 1 25 21 18 21 6 11 16 17 16 a 16 27 @) 17 18 40 17 40 15 70...... 15 29 10 29 10 1/4MAX. 17 SHIM SPACE EXT. GRAD MAX. EXT. GRADE 17 17 PERIM. CAULKING ;141M PERIM CAULKING 15 L(TYP. (TYP.) 1 @22'23.w 26 ,--2X WOOD— BUCK (TYP.) STUCCOI E/4- (BY -4, 1 1/4- V" (MIN. mew.) 50 EXT. GRADE 50 4.: (MIN.EMBED.) PERIM. CAULKING 44 (TYP.) 44 IX or 2X--l""" METAL LATH, STUCCO_ P.T. WD. BUCK 2 3/4-EDGE DISTANCE AND EXTERIOR GRADE 2 3/ EDGE DISTANCE 2 314*EDGE DISTANCE SHEATHING (BY OTHERS) THOMA J."SOTOS go'. PROFESS.0 ENdiNgElt A.Revb6d to C—* 20to FBC Fl; 111 65226 � _ 8501 N.W.90 ST. • WHEN THE OAP BETWEEN THE WINDOW FRAME AND THE BUCK OR LA WSON MEDLEY. FLORIDA 33166 MASONRY IS EMS THAN 1/8-,SHIMS ARE NOT REQUIRED. PRODUCT REVISED R-1 and ReW-to On!5&6 W 7DIJ TRIES 11-4c:.) as complyingvith the Florida PH NO. (305)696-8660 Building cod- MANUPAcruRNR IN,quAurr Atumimum WINDOWS AND CUSS BOORS ANCHORS NOTE Acceptance N0�11&?a 1, ANCHORS TO BE 912 SMS OR WD. SCREWS INTO WOOD.OR H pirationDate a--aw ASSEUS'l Is I LCNOA 98-01 1/4' TAPCONS APPROVED CONC. FASTENERS INTO COW., or I,---/e7/- Series: 3200 Outswing Impact Casement Window or E • N. ERAZO WITH A MINIMUM 13F 1 1/4' PENETRATION INTO WOOD OR it..R�.&- I VERTICAL CROSS-SECTIONS. DETAILS & NOTES CONC. (REFER TO LOAD TABLES FOR OUANTITIFS REQUIRED) N.CRAZO OR/a/14 are aef 13 �- W. ------- 1 V JDATE TA .DI L3200-0 OVERALL FRAME WIDTH STUCCO (BY OTHERS) PERIMETER CAULKING EXTERIOR OVERALL VENT WIDTH -tis• ..:n..,. 3 15 18 7 8 18 15 9) WIDTH 7 18 15 g 39 8 3 50 21 12 16 48 21 12 16 48 a v 13 m43 GLASS «« GLASS 13lu wy 49 43 W� FIXED VENT vv OPERABLE VENT . a 14 51 t ...... .......(s0MSEO.) 18 18 ...._..18 . T 4'l 0 \20 (MIN.EMBED.) INTERIOR 42 9' a- 47 17 "D 1 }7 16 16 �tq 17 16 17 O 17 47 0. ALL WOOD BUCKS 1 L 1 ENGINEERED SEPARATELY ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED - 8 TO BE REVIEWED BY BLDG. OFFICIAL (TYPJ - STUCCO BLDG. OFFICIAL (TYP.) pyERALL FRAME WIDTH - P.T WOOD BUCK NOT BY LAWSON IND. (BY OTHERS) _ MUST SUSTAIN IMPOSED LOADS II4•IX. - PERIMETER CAULKING ^•�-'S.'�.`:;.; ti�+ OVERALL VENT WIDTH -- � �.'a,�,t:�,n y-57� SHIN SPACE PERIMETER CAULKING 15 18 8 15 ,8 7 DAYLIGHT WIDTH 8 37 ig '•a, i '�.t 3 38 39 15 3,. ••o ^P;._;;.1 3 ' EXTERIOR 36 ?`'` 21 EXTERIOR +�o• :•'�.'1g 21 21 ' •t 12 16 48 12 16 48 iy 13 GLASS v - - 43- ° 33 34 43lsl-u ' °' - GLASS I D __ _ 4G_ _-=_ _- -_- _=:--- 35 OPERABLE VENT -' " I - - BED.)(MIN. I 14 51 I'> TAPCON _ 14._51 .._..........._.._ —t t a b� 111111--- //..• 18�• 18 ., (WN,tEM9E0.) 1/a v 18 2 42 INTERIOR 42 41 20 (MW.IEMv.11 20 21 35 11 INTERIOR ° x 47 17 2' 17 16 ,6 17 17 16 47 47 7 Dl ?RpDUCT RFVISHD • ,° u complying with the Fl0rhim Iia•nuc ^ - Neild ng Code SHIM$PAT� ` O ALL WOOD BUCKS a i�j J// 32 Acct a oce Mo 1 t v• '• v. ENGINEERED SEPARATELY tirpirutionak l2 & TO BE REVIEWED 7��J///O tw2pl�f BLDG. OFFICIAL (TYPJ By,fi;1e`yI 31 TAianli Jade Ptoduet COD -THOMAS MOA, __ RM.len Wot.A• �� V 0 1 'F .-PROPESSIO14L END 80 A Revised to comp ./2010 FBC • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR PL.LjC '.I622$f BEDI N.W.90 ST. &Ren-1 end Reviaton to sheet 5&6 of 7 PEOLEY, FLORIDA 33186 MASONRY IS LESS THAN 1/6',SNIMS ARE NOT REQUIRED. � r, INDUS INC. PH No.(305)696-8660 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS ANCHORS NOTE: p.°..,cf.. Pe n ANCHORS TO BE 612 SMS OR WD. SCREWS INTO WOOD, OR - NOA AssEuetr rraa0aw EtNM 08 f 1/4' TAPCONS or APPROVED CONC.FASTENERS INTO CONC., '' � N. ERA20 ne.07/27/08 Series: 3200 Outswing Impact Casement Window WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR 1. ttsa,., N.ERAzo n•e•02/26/14 HORIZONTAL CROSS-SECTIONS, DETAILS & NOTES CONC.(REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) °v4�`r' -s" -,:�,•;•' R a srodwlAf....H.NRH.., Oww.y nTIO sena DATE_f- Tr.� °` CASE4Em3200-08NOA-0t L3200-0801 S OF? re::i� LAWSON SERIES: 3200 CASEMENT WINDOW - BILL OF MATERIALS LIST LAWSON SERIES: 3200 CASEMENT WINDOW - BILL OF MATERIALS LIST ITEM 9 DWG. NO. PART N0, QUANTITY DESCRIPTION REMARKS ITEM g DWG. NO. PART NO. QUANTITY DESCRIPTION REMARKS 40 1 X VENT ANTI SAG VENT/SILL RAMP NYLON 6/6 1 L-3001 LH-118 1 FRAME HEAD 6063-T6 ALUMINUM 41 1 X HANDLE LOCKING HANDLE BACK PLATE 2 L-3002 1_II-115 1 FRAME SILL 6063-T6 ALUMINUM 42 1 X VENT 5/16" INSECT SCREEN - OPTIONAL ALUMINUM FRAME 3 L-3002 UI-115 2 FRAME JAMB-HINGE SIDE 6063-TS ALUMINUM 43 SEE ELEVATION FRAME INSTALLATION SCREWS 912 X 2 1/4" PH SMS 4 L-3002 1_II-115 2 FRAME JAMB-LATCH SIDE 6063-T6 ALUMINUM 44 SEE ELEVATION FRAME SILL CLIP SCREWS 912 X 1 1/2"PH SMS 5 L-3004 UI-119 2 VENT TOP RAIL 6063-T6 ALUMINUM 45 j SM-5504 ISEE ELEVATION FRAME/VENT ASSEMBLY SEALANT 6 L-3004 1 1.11-119 1 2 VENT BOTTOM RAIL 6063-T6 ALUMINUM 46 SEE ELEVATION FRAME INSTALLATION CAULKING EXTERIOR GRADE PERIMETER 7 L-3004 1.II-119 2 VENT SIDE RAIL-HINGE SIDE 6063-T6 ALUMINUM 47 L-3007 1_II-164 1 X ANCHOR FRAME HEAD/JAMB SHEAR PLATE 6063-T5 ALUMINUM (3" L.) 8 L-3004 UI-119 2 VENT SIDE RAIL-LATCH SIDE 6063-T6 ALUMINUM 48 L-3009 1.11-159 AS REOD. GLAZING BEAD - 7/16" 6063-T5 ALUMINUM 9 L-3003 1.II-116 AS REO'D. IN-POST 6063-176 ALUMINUM 49 WI 2 X BRACKET FIXED VENT ATTACHMENT SCREW 98 x 1 1/4'FH./PHIL. SDS 10 L-3006 LII-111 1 X ANCHOR FRAME SILL ANCHOR CLIP 6063-T6—ALUMINUM (3'L.) EXT. GRADE BACK BEDDING 50 8 X POST IN-POST ASSEMBLY SCREWS 910 X 1 1/4" PH SMS 11 L-3005 LII-113 AS REO'D. FIXED UTE MOUNTING BRACKET 6063-T6 ALUMINUM (3"L.) TO BBE APPLIED BEHIND 51 - 12 L-3010 Ul-7708 AS REOD. GLAZING BEAD - 5/16" 6063-TS ALUMINUM E FLANGE BY DC-899 AS REOD. GLAZING SEALANT SILICONE INSTALLER CTYP.) ALL WOOD BUCKS 13 L-7531 L-7531 AS REOD. GLAZING BEAD BULB VINYL PVC VINYL 2X WOOD ENGINEERED SEPARATELY 14 SM-5731 AS REDD. GLAZING SEALANT - SILICONE FACE CAULK BUCK (TYP.) S. TO BE REVIEWED 15 L-3012 U-110 AS REDD. WEATHERSTRIPPING - FRAME/VENT PVC VINYL BY OTHERS (TYP.) BLDG.OFFICIAL (TYPJ 16 L-3011 1-II-133 AS REO-D. GLAZING BEAD 11/16"LAM./INSUL. 6063-175 ALUMINUM 17 L-3013 12 CORNER KEY PER FRAME 8 12 S.M.S. or WD. SCREW W/,'1 1/4' MIN. WOOD EMBED 16 L-3013 8 CORNER KEY PER VENT d 19 L-3013 4 X POST CORNER KEY PER IN-POST • �q 20 8 FRAME ASSEMBLY SCREWS 910 X 1" PN SMS MIN.IEMBEOJ 21 8 VENT ASSEMBLY SCREWS 910 X 1 1/4"PN SMS WINDOW FRAME \ 22 2 X VENT 4 BAR 90' HINGES - STO. & H.D. 23 2 X VENT 4 BAR 45' HINGES - STO. & H.O. ' �,,.+•: EXT. GRADE BACK BEDDING 24 AS REDD. HINGE MOUNTING SCREWS 910 X 1/2"P.H./PHIL. B EXT. GRADE PERIMETER TO BE APPLIED BEHIND 25 1 X VENT VENT OPERATOR - DUAL or SINGLE • p CAULKING NOT BY WINDOW FLANGE BY 'LAWSON INDUSTRIES', INSTALLER(TYP.) - 26 4/OPER. OPERATOR MOUNTING SCREWS 910'X 3/4"F.H./PHIL. SDS TO BE APPLIED BY •:::r ++ 27 1/ OPER. STAINLESS STEEL "C"TRACK OTHERS (TYPJ +.r�.•-.�y}•:a ••'��j 28 2/ TRACK TRACK MOUNTING SCREWS 98 X 1/2" F.H./PHIL. SOS `',`"•~•. •.,•C` °'{:'E��% EXTERIOR GRADE PERIMETER CAULKING 29 1/OPERATOR STUD BRACKET CONNECTOR STUCCO DR EXTERIOR FINISH ;Yy,'i', tit+a,% s?' BY OTHERS (TYPJ 30 2/ BRACKET STUD BRACKET SCREWS 98 X 1/2" F.H./PHIL. SDS BY OTHERS (TYPJ r` %r'?'�;•4"..:^,�.S.r METAL LATH, STUCCO 1 1/2" AND EXTERIOR GRADE 31 1/VENT LOCKING HANDLE SHEATHING (BY OTHERS) 32 2/LOCK LOCK HANDLE MOUNTING SCREWS 910-32 X 3/8' PH MS FRAME PERIMETER CAULK DETAIL 2 WOOD FRAME INSTALLATION DETAIL 33 l/VENT LOCKING MULTI-POINT BAR PRODUCT REVISED 34 1 X LACK POINT TIE BAR NYLON GUIDES SUBSTRATE; SEE MULLION APPROVALS FOR m complying%vilb the Plodda 35 2 X GUIDE NYLON GUIDES MOUNTING SCREWS 98 X 1" PH./PHIL. 8 CONCRETE DR MULLION TYPE, SIZE AND MAX.Building C.& P.T. WOOD DESIGN PRESSURE LIMITATIONS.ACCOpN'nceNo( Q 36 1/LOCK KEEPER(ST. STEEL) HY OTHERS CTYP.> VNOTE' B>, relion Dale t 37 2/ KEEPER KEEPER MOUNTING SCREWS 21 THE LOWER PRESSURES OF r' , 17 FIXED, CASEMENT WINDOW, OR B); 36 L-3014 4 SNUBBER 6063-T5 ALUMINUM MULLION SHALL GOVERN. M1 Dedo Product COnirol/ ,,. a°a3.,v ,,,� 39 2/SNUBBER ,L/��LS]��NUBg�//�///h/��AI/R/7INSTALLATION S)/77C��RRE//WWS 98 X 1/2" PH SMS 1/4'MAX. `• AL INUl RAW Re JL/l lel V V ®l Y SHIM :PROTHMMA AL NGINEBR:•, A.Revteetl to Comp ./4010 FRC PL C'f 6226 MEDLE8501 Y fLORI(Mgo ST 33188 9 12 S.M.S. X 1 1/4-L. �,;; ;;i:; B.Ren 1 oM Ro W0.to sheet 5&6 of 7 .•.r.•.: ' ND S S, PH No.(305)696-8660 a '•- SEE ELEV. FOR SPACING o r.o• •.4.�.+�4)' MANUFACTURER OF 0AL/rY AUI//INUM WINDOWS ANO CUSS DOORS :�!A• "O+. 4• �``3 1 1/4' erov CWe Per!CWc Rod C°f a SrrG/M d l /Im RJ/r R�Wfow Ir O (MIN.EMBED.) NOA AS M Y 200 CNDA a-Ot B 1 5/32' PERIMETER WINDOW FRAME t °un els °°4 EDGE SEALANT 3A • N. ERAZo or/Rr/66 Series: 3200 Outswing Impact Casement Window DISTANCE '• "" e °ot"""'"` BILL OF MATERIALS LIST AND DETAILS v- -••' •"' N.ERAZO 08/88/14 ALTERNATE ANCHORING AT SILL MULLION ATTACHMENT DETAIL DATE _'+x ti=,yj,;"` °.w� c«.° B °vim•' "NE }TN"�zoo_o6NOA 61 °iu`"yXon°�'.200-0501 sM-b 4 of 7 6 18" LAMINATED GLASS COMPOSITION - TYPE A 12 Flange FralTle Window0med with ITEM DESCRIPTION DETAIL 320DImpact CasementWindow Gass Type",4' GlassType'B" Glass Type"C" Glass Type'IP' Glass Type'VI 1 1/8'ANNEALED GLASS 13 Co urat)on:")CC',"XO'or"Ox" 5118"Anrlealed Glass 6116"KS.Dasa•PUB 6116"H.S.Gass S(P 7116"A,rulealed pass I III V AnOealed pass 2 0.090'PVB INTERLAYER But-He PVD by DUPONT or r �+) DP(-) DP+() DPIf. DP+( ) DP(-) DP+) DP(-)� DP+(' DP- () Saftex PVB by East-EheNCW Co. � 03r0'o Size Wdth Weight Anchors �pp '' - -' _ -= Code (In) (In) Head/S111 Jamb psf psf Pd PEI 1W Pd P=1 111 0 Pd 3 1/8'ANNEALED GLASS --- -- U) 22 37 26 1 4 2 1 70.0 70.0 70.0 73.0 70.0 820 70.0 73.070.0 73.0 N23 37 38.375 4 3 700 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 6 16 LAMINATED GLASS COMPOSITION - TYPE B" 14 51 24 37 50.625 4 4 70.0 70.0 70.0 73,0 7Q0 820 70.0 73.0 70.0 73.0 ITEM DESCRIPTION DETAIL 9/16 26 37 63 4 4 70.0 70.0 70.0 73.0 70.0 820 MO 73.0 70.0 73.0 1 1/0'HEAT-STRENGHTENCD GLASS -�- GLA ING ITE 32 53.125 20 4 2 70.0 70.0 70.0 73.0 70.0 820 7a0 730 70.0 73.0 2 0.090'PVB INTERLAYER D 5/16"Laminated 33 53.125 36.375 4 3 70.0 70.0 70.0 73.0 70.0 620 70.0 73.0 1 70.0 73.0 Softex PVB by Eost.mn CheNCe1 C. .10.4Ct • - 34 53.125 50.625 a 4 70.0 700 70.0 73.0 7Q0 820 7Q0 73.0 1 70.0 73.0 3 1/0'HEAT-STRENGHTENED GLASS 48 35 63.125 63 4 4 70.0 70.0 7Q0 73.0 70.0 820 70.0 730 70.0 73:0 6 IB LAMINATED GLASS COMPOSITION - TYPE C 13 0 022 74 23 6 2 70.0 70.0 7Q0 73.0 70.0 820 70.0 73.0 70.0 73.0 [TEN DESCRIPTION DETAIL D23 74 38.375 6 3 1 70.0 70.0 70.0 73.0 70.0 820 70.0 73O 70.0 73.0 1 1/8'HEA7-STRERGHTENED GLASS D24 1 74 50.625 6 4 1 70.0 70.0 7Q0 73.0 70.0 820 70.0 73.0 70.0 1 73.0 2 0.090'INTERLAYER D __ _ ------ - --- MS 74 63 6 4 70.0 7QO 70.0 73.0 70.0 620 70.0 73.0 70.0 73.0 SentryGlass Interlayer by DuPont -------------- 3 1/8'HEAT-STRENGHTENED GLASS - •03to'� 3020 36 24 4 2 70.0. 70.0 70.0 .73.0 70.0 820' 70.0 73.0 70.0 73.0 3030 36 38 a 3 70.0 700 7ao: 73.0 70.0 82070.0 730 70.0 73.0 14 51 3040 36-- 48 4 4 70.0 70.0 70.0 73.0 70.0' 820, 70.0 73.0 70.0 73.0 9/16' 3050 ' 36 00 4 4 740 70.0 Tao 73,0 70.0 820 70.0 73.0 _70.0 730 7 IB`LAMINATED GLASS COMPOSITION.- TYPE D ._ GLA ING BITE _ f) 4020 48 24 4 2 700 : 7aO 70.0;' 73.0 70.0 .820. 70.0 730 .70.0- 73.0 ` ITBN 'DEBCRIPnON DETAIL T/16"Laminated 4030 48 36 4 3 70.0. '..70.0 70:0 -73.0 7QO 82.0: 700 73.0 70.0 73.0 1 3/W'ANNEALED GLASS D I 'a'' .( � 48 48 4 4 70.0 70.0 Xo.;. 730 70.0 820 70.0 73.0 70.0. -73,0 '2 0.090'PVB INTERLAYER 1 ITgy 16 13 Q -� `l8 80 4 4 70.0 70.0 -70.0-- 73.0 70.0 620 - 70.0 730 70.0 73.0 Sanex PVB by Eastman Chenkot Co. III -1- a.ev� J 6020 BD 24 5 2 1 7Q0 700 70.0 73.0 1 70.0 820 1 70.0 73.0 70.0 730 3 3/16'ANNEALED GLASS 6030 60 36 5 3 1 70A.. 70.0 70.0 .73.0 70.0 820 70.0 73.0 70.0 73.0 0 6040 60 48 5 4 Tao 70.0 70.0 .7aO 70.0 820 70.0 73.0 .70.0 73.0 11/16" LAMINATED GLASS COMPOSITION TYPEE 5050 60 60 5: 4 70.0 70.0 70.0. 73.0 7QO 820 70.0 73.0 70.0 73.0 ITEM DESCRIPTION DETAIL C M 6020 72 24 6 2 70.0` 70.0" 70.0 73.0 70.0 820 700 73.0 70.0 73.0 1 1/8'ANNEALED GLASS 6030 72 35 6 3 -*0 70.0 70.0 73.0 70.0 820 70.0 730 70.0 73.0 2 0.090'PVB INTERLAYER 1 14 51 6040 72 48 6 4 70.0 MO 70.0 73.0 700 820 70.0 73.0 70.0 1 73.0 sonex PVB by Eost wn ChenCAi Co. +11 1- ® 1 1 600 1 72 1 00 6 1 4 70.0 70.0 70.0 73.0 70.0 820 70.0 730 70.0 73.0 3 1/8'ANNEALED GLASS a-- ='' /I6 4 1/4'INSULATED AIR SPACE GLA ING BITE 5 1/8'ANNEALED GLASS •' - aria' 11/16"Laminated/Insulated LAMINATED GLASS TYPES GLAZING OPTION DETAILS PRODUCE REVISED a,eaolPlraB"101*0 Pladda 80114inecoda ice. 2 AateplRaoa No-k �✓Ir'i tapimuon Theo . By D roduot Co Uof RO SOWS s.wwn Rene �� ,�^y p-* PROPER NAL ENGINEBR A ReYyed so Comp v/2010 FOC �A,)- 1J`�j'I L 1.1 45226.. `� 8507 N.W.90 STEY.FLORIDA. # - - e.Rane.oi oM Reebian to sheet S&6 0l 7 33166 = eJTR ES t^. PHNo.(405)696-8660 - _ MANUFACTURER OF QUALITY ALUMINON•INDOR'S AND GGISS DOORS ///Itt � i Mev e'fa.s: Fes!elvc Aged WaymW BMrr/Meere Ifrw Rrl�exe I:RMeon e: LVA I AsSE-.1 tMiNODR J200 -Ot , N. ERAZO P //27/08 Series: 3200 Outswing Impact Casement Window & DP CHARTS AND GLAZING DETAILS FOR "XX-OX-XO" UNITS 02/28/14 "e•'l Jft p}':CW`-'•••• FrWten Lewd a stu. Fredusl Rrlme"Nwnem OseeAaO Nuaersr AAwtr DATE_ _ cnsEMENrJ2oo-oBNOA-o1 L3200-0801 a or? 5/16" LAMINATED GLASS COMPOSITION - TYPE A 12 Flange Frame Window Glazed with ITEM DEBCRI LASS ss DETAIL 3200 Impact Casement Window Glass Type"A" Glass Type"E' 1 1/8•ANNEALED GLASS Glass Type"C" Glass Type"IS' GlaType-E- a 0.090•PVR IMERLAYCR13 Con fi UratlOn:"X" 5/16"Annsaledgass 8118"RS.Glass.PVB 5t18"RS.Gass SGP 7118"Annealed Glass 71l18'•AnneRledf�ese Butaclte PVB by BUPONT oP _ �_-` Size Width Height Anchors DP(+) DP(-) DP(+) DP() DP(+) DP(-) _DP(+) DP() DP(t) DP() Sanez PVB by Eastman cheNc°t Code on) on) HeadlSlll Jamb Pif psf psi psf Psf psi Pd psf psi' par 3 1/8'ANNEALED GLASS -- = - 12 19.125 26 2 2 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 13 19.125 38.375 2 3 59.0 59.0 70.0 820 70.0 820 70.0 73.0 70.0 73.0 5 18" LAMINATED CLASS COMPOSITION - TYPE 8 14 W 14 19.125 50.625 2 4 59.0 59.0 70.0 820 70.0 820 70.0 73.0 1 70.0 73.0 ITCH DESCRIPTION DETAIL ly 16 19.125 03 2 5 59.0 59.0 70.0 820 70.0 82.0 70.0 73.0 70.0 73.0 9/16 y 16 19.125 74.25 2 5 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.5-- I I/B'HEAT-STRENGHTENED GLASS _ GLA ING BITE 2 0090'PVB INTERLAYER ° 5/16"Laminated E H32 28.5 26 3 2 59.0 59.0 70.0 S20 70.0 82.0 70.0 73.0 70.0 73.0 SarleR PVD M Eostawn Owntcat ca. �� ; H33 26.5 38.375 3 3 59.0 59.0 70.0 820 70.0 820 70.0 73.0 70.0 73.0 3 1/8'HEAT-STRENGHTENED GLASS *ING g 1134 28.5 660.625 3 4 59.0 59.0 70.0 820 70.0 820 70.0 73.0 70.0 73.0 5 18 LAMINATED CLASS COMPOSITION - TYPE C g H35 26.5 83 3 5 59.0 59.0 70.0 820 70.0 820 70.0 73.0 70.0 73.0 p H38 28.5 74.25 3 5 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 (r1 DESCRIPTION DETAILV 22 37 28 3 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 75.-O- 2 !/8'HEAT-STRENGHTENED GLASS 2 DOW INTERLAYER a 23 37 38.375 3 3 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 Sent6yGiass Intvrlaye6 by D"Poni 24 37 50.825 3 4 59.0 59.0 70.0 82.0 70.0 820, 70.0 73.0 70.0 73.0 3 1/8'HEAT-STRENGHTENEB GLASS - 03i0 - 26 37 63 3 5 Sao 59.0 70.0 820 70.0 .87-0 70.0 73.0 70.0 73.0 28 37 74.25 3 5 59.0 59.0 70.0 820 I 2020 24 24 2 2 59.0 59.0 70.0 820 70.0 820 70.0 73.0 70.0 73.0 2030 24 36 2 3 . 59.0 59.0 70.0 820 70.0. 82D 70.0 73.0 70.0 73.0 7 18"'LAMINATED GLASS COMPOSITION - TYPE D GLA 2040.. 24 48 2 4 59.0 59.0 . 70.0 .'82.0 ; .70.0 820; 70.0 73.0 '70.0 73.0 ITEM DESCRIPTION DETAIL 7/16" Laminated - 2060 24 60 2 5 59.0 59.0.* 70.0 -820 70.0 8ZO!' 70.0 73.0 70.0 1 3/16'AWWALED GLAss aer 2080 24 72 2 5 59.0 59.0 70.0 820 '70.0 820 70.0 73.0 70.0 73.0 90 2 DD •PVD INIERLAYER lar - -==� 16 13 2620 30 24 3 2 59.0 59.0 70.0 820 70.0 820 70.0 73.0 70.0 73.0 SaneR PVB by Eoetnan Chenlnol CmjW 2630 30 36 3 3 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 3 3A6•ANNEALED GLASS .{� 2640 30 48 3 4 59.0 59.0 70.0 820 70.0 820 70.0 73.0 70.0 1 73.0 2660 30 1 60 1 3 5 59.0' 59.0 70.0 820 70.0 1 820 70.0 73.0 70.0 1 73.0 11/16" LAMINATED GLASS COMPOSITION TYPE E __ _ - 2660 30 72 3 5 59.0; 59.0 70.0 .820 70.0 82o, 70.0 73.0 70.0 73.0 TTEM DESCRIPTION DEI•AIL '' - 2620 32 24 3 2 .._59.0. 59.0 -70.0 820 . 70.0 820 70.0 73.0 70.0 73.0 I We'ANNEALED GLASS 2830 32 36 3 3 59.0 59.0 7D.0 820 70.0 S20 70.0 73.0 70.0 73.0 2 0A90'PVB INTERLAYER /, 1 14 0 2840 32 48 3 4 59.0 59.0 70.0 820 70.0 820 70.0 73.0 70.0 73.0 SoiteK PV8 by Eastman eheNcal ea. * 2850 32 60 3 5 59.0 59.0 70.0 820 70.0 820 70.0 73.0 70.0 73.0 3 1/8'ANNEALED GLASS c _-•-O _ 1� 9/162860 32 72 3 5 59.0 59.0 70.0 820 70.0 820 70.0 73.0 70.0 73.0 4 1/4'INSULATED AIR SPACE �t¢' _ GLA ING BITE 3020 36 24 3 2 59.0 59.0 70.0 820 70.0 S20 1 70.0 1 73.0 70.0 73.0 S 1/8'ANNEALED GLASS I 11/16"Laminated/Insulated 3030 36 36 3 3 59.0 59.0 70.0 820 70.0 820 70.0 73.0 70.0 73.0 3040 36 48 3 4 59.0 59.0 70.0 S2O 70.0 820 70.0 73.0 70.0 73.0 LAMINATED GLASS TYPES GLAZING OPTION 3050 38 so 3 5 Sao 59.0 70.0 620 70.0 620 Tao 73.0 7a.o 73.0 DETAILS 3060 1 38 1 72 1 3 5 59.0 59.0 1 70.0 1 520 PRODUCT RBVISBD m complying with We Flaft 30ding Code \cceplanco No 2 F'1>pimlion Date � Y�1 7q� �/j' /]]��`{TT1iam'Dadc Produel Conlrol'� TNOMgqQQ L ENGIN•. RA.R0 N"pv A .� I V ®1 9 P1;OP SI®ItAL'ENGINEER. a ae•ised to campy./tato Tec 3J114 ��ttt t.WgqO.1/85228 8501 N.W.90 ST. f i B.Renewal sad ft.W..W 04.1 5 of 7 -_ MEDLEY,366 PH No.(305)MEDLEY, 6 898--88 880 } f MANUFACTURER OP QUALITY ALUMINUM WINDOWS AND VIASS DOORS 1 / Onro Cfefe PaN Clue Re°Coppery, SrrGr/YoLG• Item R lmk�If RfWtrn/t NOA ASSEUSLY WINDOW LCNOA 08-01 N. ERAZO At 07/271/08 Series: 3200 OUtswing Impact Casement Window GLASS & DP CHARTS AND GLAZING DETAILS FOR "X" UNITS N n .ERAZO Dap 02/26/14 � � •ill} fin Y U.L. Smp: /Yodua!Rf1-N,m10n: (luur(np Muwpre SArf4 DATE__•' f i, •- _ R ruEXCNT3200-OSNOA-01 L3200-0801 6 oP r ftflflily°` . Og FRAME IN-POST RAIL 1,218 L-3003 VENT RML 6063-T6 ALUMINUM 1'435 4" 4 I ASSEMBLYeX 1R WS OFRAME HEAD I .062 4" EMBIOYX REY/5 P.H./PHIL.SMS L-3001 H./ a.SMS 12 1 ---vENi RML 60&3-T6 ALUMINUM "(HEAD/SILL 2.25° awaA -0.062 _____ �- 2.372 .__0.062 •n ...._._._......__......._...._. �.062 q82 18062HOR CLUSTER - - 21 t 3s TYPICAL) 17 vENr,IAMB 4.747 O FRAME JA/AB __ 4 17 6 _�121 1,875 5 6 y B INPOST ANCHOR DETAIL FRAME CORNER DETAIL VENT RAIL CORNER DETAIL l-""" 2 3 4 VENT RAIL FRAME IMPOST T -FRAME SILL/ JAMB: - 0.062 _4-3004 SEE MULLION APPROVALS FOR L-3002 606 46 ALUMINUM MULLION TYPE, SIZE AND MAX. y .L-3002 ALUMINUM DESIGN PRESSURE LIMITATIONS. i NOTE: THE LOWER PRESSURES OF FIXED, 2.250 --.062 2 z CASEMENT WINDOW OR,MULL SHALL GOVERN { .1/4• MAX.. - SHIM I-.062 o.oez g 12 S.M.S. X 1 1/4'1 L. SEE ELEY, FOR SPACING FRAME SILL 2.399 0.688 1.. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. .._..._..............--'---...._._.............. ..............----................._............... FRAME SHEAR PLATE i.� 2. METAL STRUCTURES: ..--•—..........................:._ ....., —•--._...._._....._.._._.._..._. 0.078 47 os4o _� (STEEL OR ALUM. 1%S" MIN. THICK) L=3007 F_ —� A) STEEL Fy = 36 KSI MIN. 6063-TS ALUMINUM 0 20 ASSEMBLY SCREWS q 7.237 1.275 B) ALUMINUM : 6063-TS MIN. p j#HSL 511 1//4 PERIMETER D WINDOW FRAME FRAME IMPOST DETAIL ALUMINUM SNUBBER SEALANT 31-7 38 L-3014 0.377 6063-T5 ALUMINUM METAL STRUCTURE ATTACHMENT DETAIL FRAME & SASH CORNER ASSEMBLY DETAILS 10 FRAME SILL ANCHOR CUP .094 11 L-3008 'RODIICT REVISED FIXED LITE MOUNTING BRACKET is complying wileThe Pledda 6063-T6 ALUMINUM 7e41dm8 Code 0.094 .970 L-3005 AcceptaawNo;2-i z 0.188 il_ 6063-T6 ALUMINUM Rspimtion Dale SC)CI 0.070 Ip�IwnJ aaa lroduct'cdn 2.794 - ,478 GLAZING BEAD GLAZING BEAD THO S.. r A.w1,n Nota �� 12 16 GLAZING BEAD .PROP 0 'EN NEB$, A RavBed to Comply./2010 FSC 5/16" Laminated 4B ML C 86228 WS ON 11/18" Insulated/laminated 7/18'Laminated 8501 N.W.90RI A L-3010 or L-7708 c .. B.Ranero and Rrvabn to sheet 5&e of 7 MEDLEY,FLORIDA 33168 L-3011 Or LII-133 L-3000 or LII-189 e1-- - (INDUSTRIES, INC. PH No.(305)696-8660 6063-T5 ALUMINUM 6063-T5 ALUMINUM 6063-T5 ALUMINUM / MANUFACTURER OF QUAL/rr ALUMINUM VINDOMS AND CUSS DOORS _ Omr,crr.r Rr.1 car." Rrod ca.pmY Sn4r/Dr. fever Rq...r../z a.wror a 0.050 _ RDA ASSEUBLY wnV00vI 3200 LCxOA 08-01 ort.O.rw,r o.eo, —t 0915 1 0.801 _� N. ERAZO 07/27190. Series: 3200 Outswing Impact Casement Window °347 o.z66 arrv,.—Nr A.w.eev. N.ERAZO Dn1i of/z8/1. EXTRUSION CROSS-SECTIONS, & ASSEMBLY DETAILS 0.688 0.050 0.688 o.n s .050.600 8 --I cp' hoa E'. ' = ` wBDATE _.: . sw. Raw1 A•lrCZx.mNT3.2:00-O6NOA-01 Orwp wsA.m L3200-0801 7 of s r MIAMI-DADE ® MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE www Miami dade eov/ucra/ 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 PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Clipped Extruded Aluminum Tube Mullion w/and w/o Steel Reinforcement—L.M.I. APPROVAL DOCUMENT:Drawing No.LAW-ML-1001,titled"Aluminum Tube Mullions"Sheets 1 through 10 of 10,dated 04/27/10 with revision A dated 01/25/12,prepared by manufacturer,signed and sealed by Thomas J.Sotos,P.E.,bearing the Migmi-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING:.Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been Bled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida,. and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the jab site at the request of the Building Official. This NOA revises and renews NOA# 10-0610.02 and consists of this page 1 and evidence pages E-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MANOR COUNTY NOA No. 12-0127.07 Expiration Date: May 30,2017 �g11/z Approval Date: March 29,2012 Page I Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. LAW-ML-1001,titled"Aluminum Tube Mullions" Sheets 1 through 10 of 10, dated 04/27/10 with revision A dated 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. HETI-02-1714, dated 8/27/02,signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA#03-0225.07) 2. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of 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 under NOA# 03-0225.07) 3. Tensile Test report on 0.10"thick wall aluminum tube mullion,prepared by Hurricane Engineering&Testing, Inc.,Test Report No. HETI-024071,dated 09/16/02, tested per ASTM E8,signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA#03-0225.07) 4. Test report on: 1)Uniform Static Air Pressure 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. FT L-1383, dated 2/13/96,signed and sealed by Gilbert Diamond,P.E. (Submitted under NOA#02-0501.05) S. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2)Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum 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 under NOA# 03-0225.06) �' ManuelTer Product Control Exa -err 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(CONTINUED) 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 NDA#03-0225.06) 7. 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 Fenestration Testing Laboratory,Inc.,Test Report No. FTL-1376, dated 1/31/96,signed and sealed by Gilbert Diamond,P.E. (Submitted under NOA#03-0225.06) 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. Sotos,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. 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 J. 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. Manuel P z;P.E. Product Control EamAiner NOA No.12-0127.07 Expiration Date: May 30,2017 Approval Date: March 29,2012 E-2 THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT y a ANCHOR/CLIP CLIP AND CAN BE USED WITH ALL LAWSON'S MIAMI-RADE ANCHOR C GLAZING ANCHOR/CLIP APPROVED IMPACT AND NON-IMPACT PRODUCTS. c PRODUCT HORIZONTAL MULLION p 3 RECTANGULAR ALUMINUM TUBE MULLIONS $ y ANCHOR/CLIP HORIZONTAL MULLION GLAZING USING MULLION PROPERTIFS ONLY n 10 y o 3 S PRODUCT 3 y ctb rn +' + cv GENERAL NOTES: m 0: 0 o ! ` 3 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE ;�,,, z REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING Z 1 -a + N HIGH VELOCITY HURRICANE ZONE (WHIZ). w o p VERTICAL VERTICAL II _ ,z o z m MULLION 2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE w x Z z MULLION 3 APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS I.E:WIND LOAD, WATER p x o_ Bic INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. O j Z II 3. MULLIONS ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS • GLAZING GLAZING GLAZING a 0 GLAZING ; INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. .Z W PRODUCT PRODUCT PRODUCT w 3 PRODUCT 3 4.WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER v z 4J = LOADS TO THE STRUCTURE. p 5.ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS u EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. f� ANCHOR/CLI x 4 5 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ®M j Z �% r' •.,1 ARE NOT PART OF THIS APPROVAL. p, a 7.A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OFLj O a t WOOD ANCHORS ONLY. d W7 WB. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, 04 2 W3 THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET H F V MULLION SPAN MULLION SPAN THE REQUIREMENTS OF THE 2010 FLORIDA BLDG. CODE - SECTION 2003.8.4. C� WIDTHW wt + w2 + w3 WIDTH (W) = 2 MULLION & CLIP NOTES: x 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET ANCHOR/CLIP �2 OF 10 FOR DETAILS AND NOTES. ~ ANCHOR/CLIP REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET 4 OF 10 FOR DETAILS AND NOTES. b� GLAZING • REFERTO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS $ ^o VERTICAL PRODUCT `��. 3 a 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS MULLION 3 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. + w " REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS $ f Z a GLAZING GLAZING LD PRODUCT PRODUCT GLAZING GLAZING If a z z PRODUCT PRODUCT 00 3 ANCHOR/CLI VERTICAL H 3 Q MULLION ANCHOR/CLIP o eee eee W7 W2 Wt uJO�.4°� O P.tYy• W2 W MULLION SPAN ui°i * Lu PRODUCT REVIS13D d.a� ° WIDTH W = W1 + W2 W1 + w2 as complying%vhh lho FloTldo ( ) WIDTH (W) = BoBding Coda 2 ° os� ••° •' I 2 BAcceNo, �811041ao7�ctl 17 TYPICAL MULLION ARRANGEMENTS m � mo °• ••�° L a 0 1.690 L .125 a C A62 1.500 C .156 TYP. -- r yY�Sp .0D.4m16 12 .125 Z O O ao� m 3.000 1900 1.405 .062 •°'t ro * o 4A00 4.000 .IIS 1.732 An OQ V 2 O 3.000 3A62 3A00 .115 t o0i p In Z z "� J O Q Z X 4 TYPICAL 2A00 1.732 2462 3" y WINDOW FRAME 4.500 STD. TUBE 2.000I-L 2X MULLION CLIPL W= O yyO c 8083-i8 .188 I ,102 �IA00� .iS6r r02 1A00 .IS6-T .078 a' 0. NOTCH L' 6.009 2 X 6 1Ab2 1.198 1.062 1.188 I�1.062 L o �•L' OPTIONAL STD. TUBE 1 x 4 7 X 3 1 X 3 1 X 2 7 X 2 W CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION j Rt MULLION 6083-T6 6063-T6 6063-T6 6061-T6 6081-TB C y Sxx: 2.070 in° Ixx: 1.000 in! Ixx: 0.950 in Ixx: 0.370 in4, Ixx: 0.330 ink () c o o xx: 1.035 in3 S. 0.667 in3 Sxx: 0.633 in3 Sxx: 0.370 in3 Sxx: 0.330 in3 2aop ® (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) i STANDARD TUBULAR SHAPES Oto :1 TYP.WALL-.125'ALL .a 0. li ALLOY-6083-T6 I.000 C d 5- .750 •ITYPICAL r .125 W C z 1 GLAZING PRODUCT 124 Loco W --f .125 2.250 1 100 2.000 IA00 4Ap0 .125 �y� i4ii444 a .i 6A00 3=0 � Iy .125 - - 0,T 2A00 4.500 � c N 4AOp Ix MULLION CLIP 2AD0 3.000 4.000 $ S 6063-T6 MULLIONS CONTAINING lu 7 X 3 7 X 2 IRE-6 LION STD. TUBE MU I ION STD TUBE MULLION i NOTCHTYPICAL GLAZING PRODUCTSIS C 2 X 6 Ixx:628070 in. Ixx 6063-T6 0.950 in4. Ixx.�0.330 in° OPTIONAL HQRIZONTAL OR VERTICAL 2 x a a STD. TUBE MULLION STD, TUBE MULLIO Sxx: 1.035 in3 Sxx: 0.633PR�DUCTR VISE§ Q.330 in3 -N ns complying IIw �GTL 6 ® SEE WINDOW OR DOOR APPROVAL FOR gOg3-T6 8083-76 B011ding g FASTENERS SIZES AND SPACING AcceptMaeN 2- 07- V a a Ixx: 8.280 in3 Ixx: 2.960 i� Ex irattan Sxx: 2.760 in. Sxx: 1.490 in. L.� L•� CLIP LENGTH RECTANGULAR MI UM TMatI N as g C MULL "L" INSTRUCTIONS: USING MULLION PROPERTIF ON Y 1 X 2 1.688' USE CHARTS AND GRAPHS AS FOLLOWS. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT ®eeee�0e......... i�/�ses� STEP 1 DETERMINE DESIGN LOAD REouwED FOR PARTICULAR OPENING. AND CAN BE USED WITH ALL LAWSON'S MIAMI-OADE 1 X 3 2.688 COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS.' k bd•.�1' m NOTCH t X 4 3OPTIONAL - .68B' STEP3 REOUIREAPiAR�MSD GLAZING PRODUCTS MEETING ABOVE LOAD C�M) ;��., C G,; 2 X 4 3.688'AP�ANLCf10N TO MULLION AS PER PRODUCT res MIN' 2 X 6 5.688' SPECIFY MAXIMUM SHIM SPACING. 1, REFER TO THE GENERAL NOTES ON SHEET 2000 1. ALL CUPS AND ANGLES ARE TO IT STEP 5 WWIITH DESS N RAT NG MING CHARTS ON EOREIOF THAN1DE5GN LOAD SPECIFIED LECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. SNUG INTO TUBE MULLIONS. IN STEP I A90VE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR 2. WHERE ANGLES ARE NOT FIT SNUG HORIZONTALLY. ...••P ee ANGLE CLIP USING ANCHOR TYPE ON SHEET 6 THRU 9 AND ANCHOR CHARTS 11 gOB1_Tg INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SHEET 9.SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION 1 1+1 1j E 2.op0 ANCHOR DETAIL AT SHEET 9 OF 70. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP t ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. A TUBE MULLIONS TUBE MULLIONS TUBE MULLION Width MULLSPAN 1X2 1X3 I 1X4 2X4 2X8 Widthw MULLSPAN 1X2 1X3 1X4 2X4 2X6 Width(w) MULLSPAN 1X2 1X3 1X4 2X4 2X6 F 18 150.0 150.0 150.0 150.0 150.0 18 28,3 81.5 150.0 150.0 150.0 18 19.3 42.1 60,5 150,0 tp z 24 150.0 150.0 150.0 150.0 150.0 24 21.2 81.1 133.2 150.0 150.0 24 31.5 45.4 126.2 c °p 30 123.0 150.0 150.0 150.0 150.0 30 17.0 48.9 106.5 150.0 150.0 30 252 38.3 1009 �_Io a �o 38 102.5 150.0 150.0 150.0 150.0 36 40.7 88.8 127.8 150.0 36 21.0 30.3 84.1 "'� 42 87.9 150.0 150.0 150.0 150.0 42 34.9 78.1 109.5 150.0 42 18.0 25.9 72.1 Nam 46 38-318" 76.9 150.0 150.0 150.0 150.0 48 74-114" 30.6 66.6 95.8 150.0 48 120" 15,8 22 7 631 0 o n B4 68.3 137.8 150.0 150.0 150.0 64 27.2 58.2 85.2 150.0 64 20.2 56.1 60 61.5 123.8 150.0 150.0 150.0 60 24A 53.3 76.7 144.2 60 182 505 3 y 66 55.9 112.6 150.0 150.0 150.0 66 22.2 48A 89.7 131.1 86 2i $ � 16.5 45.9 c o 72 51.3 103.2 150.0 150.0 150.0 72 20.4 44A 63.9 120.2 72 15.1 42.1 0�z 78 47.3 85.3 150.0 150.0 150.0 78 18.8 41.0 59.0 110.9 78 ` _ 38.8 m f a 18 89.3 150.0 150.0 150.0 150.0 18 56.3 122.6 150.0 150.0 18 31.8 45.5 126.4 v� g 24 67.0 150.0 150.0 150.0 150.0 24 42.2 92.0 1324 150.0 24 23.7 341 94.8 30 53.8 142.3 150.0 150.0 150.0 30 33.8 73.6 105.9 150.0 30 19.0 27.3 75.8 k 36 44.6 118.6 150.0 150.0 150.0 36 28.1 61.3 88.3 150.0 38 15.8 22.7 83.2 y I z S 42 38.3 101.7 150.0 150.0 150.0 42 24.1 52.6 75.7 150.0 42 19.5 842 Q F- 42 v 48 60$18" 33.5 89.0 145.4 150.0 150.0 48 84" 21.1 46.0 66.2 140.8 48 132" 17.1 47.4 D 64 29.8 79.1 128.2 150.0 150.0 64 18.8 40.8 58.8 125.2 64 15.2 42.1 ®z e z N so 28.8 71.2 118.3 150.0 150.0 69 16.9 36.8 53.0 1127 60 37.9 a oz 66 24.4 64,7 105.7 150.0 150.0 66 15.3 33.4 48.1 1024 66 5 72 22.3 59.3 96.8 139.5 150.0 72 30.7 44.1 93.9 72 31.6 N c C 78 20.6 54.7 88.5 128.8 150.0 78 28.3 40.7 86.7 78 292 C 18 62.6 150.0 150.0 150.0 150.0 18 37.7 82.1 118.3 150.0 18 24.3 35.0 97A C m 24 48.9 135.1 150.0 150.0 15QO 24 28.3 61.6 88.7 150.0 24 18.3 28.3 73.0 a 37.5 108.1 1 150.0 150,0 150.0 30 22.6 49.3 71.0 150.0 30 - 21.0 58.4 R a 36 31.3 80.1 150.0 150.0 150.0 36 18.8 41.1 59.1 143.8 36 17 5 48 7 ? 42 26.8 772 131.1 150.0 150.0 42 - 18,2 352 50,7 1232 42 48 b7" 23.5 67.5 114.7 15(10 150.0 48 96" 30,8 44.3 107.6 48 144+ 15.0 41.7 a 36.5 64 �.8 60.0 101.9 148.8 150.0 64 27A 39.4 95.8 64 32 5 �Zi 60 18.8 54.0 91.7 1321 150.0 60 24.6 35.5 88.3 60 _ 29.2 17.1 48.1 83.4 120.1 150.0 66 22A 32.3 78A 66 26.6 4 72 15.6 45.0 76.5 110.1 150.0 72 20.5 29.8 71.9 72 3 o N 78 41.6 70.6 101.6 150.0 78 19.0 27.3 66.3 78 22'5 $ o' 18 48.3 133.4 150.0 150.0 150.0 18 26.5 57.7 83.1 15QO 18 M 24 34.8 100.0 150.0 150.0 150.0 24 18.9 43.3 82.3 150.0 T4 _ _ _ 23.3 84.8 � 31.0 88.1 30 27.8 80.0 150.0 150.0 150.0 30 15.9 34.6 49.8 138.3 30 18.8 51.7 a 36 23.2 66.7 125.2 150.0 150.0 36 28.8 41.5 113.6 36 15.5 43.1 42 19.8 57.2 107.3 150.0 150.0 42 24.7 35.6 97.4 42 35.9 48 63" 17.4 50.0 93.9 135.1 150.0 48 108" 21.8 31.1 65 2 48 160" 32.3 64 15.4 44.5 83.4 120.1 150.0 64 19.2 27.7 75.7 64 28 7 2 60 40.0 75.1 108.1 150.0 60 17.3 24.9 68.1 so 25.8 $ i z 66 36.4 68,3 1 96.3 150.0 66 15.7 22.7 52.0 72 33.3 62.8 90.1 150.0 72 20.8 56.8 72 23.5 a T8 30,8 57.8 1 83.2 1 150.0 11 78 192 1 52.4 78 19.9 HORIZONTAL MULLION VERT .f' PRooucr 3 TYPICAL MULLION ARRANGEMENTS MULLION ARCHES TO BE INSCRIBED 0m��,•°°s ° eee z INSIDE RECTANGULAR SHAPE GlAZINCGIAZLNG Q NOTE moi'• PRODUCT PRODUCT REVISED CT -Ia ia$ '� r• rn N MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED W w wm with*A FWdda O; g VERTICALLY OR HORIZONTALLY. NY�B �3 (d1:v GLAZING GLAZING EuadingC& �3 PRODUCT PRODUCT (INTERPOLATION BETWEEN WIDTHS ALLOWED) AceePffia=*WV Expci-re,t�io�n Data /°J We y ,• 1 W1 W2 WIDTH (W) = Wt + W2 MiamibadeProdact g eol0� pllt•••1�1�, wF MULLION SPAIN 2 LL d A 1.690 L .125 IA00 -062 ,688 312 1.000 a 1.$00 fq .136 TYP. __ .125 [-JO .125 .668 Q .. '�-- .123 lD p z 3.000 to y "1 1. cq 405 4.000 1.732 KI 0� 3 o 115 r j 4.000 2 X 4 4.000]523 3-000 1000 g 3.000 3.062 O Z � o�.. O V TYPICAL z STD. TUBE MULLION WINDOW FRAME Z I, ((/¢/�T 4.500 Z Cf `,7.. F 2X MULLION CLIP ul W x Z 6063-T6 .166 II 102 .156rI fol I�^- 1.000 co 2 a o 2 X 6 {1.062 LLo62�1 1 X 3 Llee a 1 X 4 STD. TUBE MULLION 24 NOTCH L 6000 STD. TUBE CUSTOMXMULLION W z �'L' OPTIONAL 1 X 4 6063-T6 T'' 1 MU I STD. TUBE MULLION 1 X 3 CUSTOM MULLION SE 6063-r8 CUSTOM MULLION 6063-T6 a G1 6067-76 6063-TB H 4 Ixx: 2.168 in! Ixx: 2.218 in°. N Ixx: 4.709 irI Ixx: 4,709 ir° Ixx: 2.168 in. a Sxx: 2.355 in� Sxx: 2.355 in3 Sxx: 1.445 in3 Sxx: 1.445 in3 Sxx: 1.479 in3 yHV a o 0 2'000 (FLANGE FRAME) (FLANGE FRAME) (FIN FRAME) FI Q z s STANDARD TUBULAR SHAPES ,j TYP.WALL- .125"ALL 2-000 iL a N j ALL = 6063-16 1.380 a, a .750 G TYPICAL N W U S GLAZING PRODUCT W .I80 2.000 2-000 325 2.250 '•�0 1525 Z IE .3 4.000 � t H 'I 6-000 X12 S.M.S. 4.500 012'O.C. 4.000 .125 0 .. M ix MULLION CUP ].gyp 4.000 ]525 $ 8083-T6 MULLIONS CONTAINING L' L' NOTCH TYPICAL GLAZING PRODUCTS C4x3.4 OPTIONAL HORIZONTAL OR VERTICAL PRODUCT REVISED os complying with Iha Fwdp EuildiogCodo m a a SEE WINDOW OR DOOR APPROVAL FOR c FASTENERS SIZES AND SPACING 2 % 6 2 X 4 Exphetiou l)ato /7 c STD. TUBE MULLION STD. TUBE MULLION 6083-TB 8083-76 BY i 2i 2 Ixx:19.648 in' Ixx: 7.649 in Mimni Prodp4l CLIP LENGTH Sxx: 6.549 in} Sxx: 3.825 in} RECTANGULAR ALUMINUM TUBE MULLIONS a INSTRUCTIONS: MULL "L" USING MULLION PROPERTIES ONLY ;0 USE CHARTS AND GRAPHS AS FOLLOWS. ®®0000 a�V,O0°° 1 X 2 1.688' THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT q0°�05•'pj4•••• ••V'��° STEP 1 DETERMINE DES GN LOAD REOUtRED FOR PARTICULAR OPENING AND CAN BE USED WITH ALL LAWSON'S MIAMI-DARE p�• ••LL 6'• 1 % 3 2.686' ®m No7cH 1 X 4 3.b68' STEP 2 USE APPROVED GLAZING PRoDucTs MEETING ABOVE LOAD COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. O OPTIONAL USEREGC N E CTI 2 X 4 3.688' STEP 3 USE CONNECT ON TO MULLION AS PER PRODUCT NOTES: ug dr APPROVAL. .125 MIN. 2 X 6 5.688STEP 4 SPECIFY MAx61UM sHu SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET o '�'. 01- Q�p4'✓•}j'e 2.000 1. ALL CLIPS AND ANGLES ARE TO FIT 7 p USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. 6L•• �5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED O >° SNUG INTO TUBE MULLIONS. IN STEP t ABOVE. 2. MULUONS MAY BE ORIENTED VERTICALLY OR LI ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS HORIZONTALLY. °Oj ••41 b--2000 6063-T6 INTO TUBE MULLIONS, SEE OPTIONAL .STEP ST ON SHEET 9,SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION 1 ---I ANCHOR DETAIL AT SHEET 9 OF 10. MORE TITAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. ca STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS Width w MULLSPAN 1 X 3 1 X 4 2X4 2X6 Width w MULL SPAN 1X3 1 X 4 2X4 2X6 Width(w) MULLSPAN 1 X 3 1 X 4 2X4 2X6 y 18 150.0 150.0 150.0 150.0 18 150.0 150.0 150.0 150.0 18 44.0 95.7 150.0 150.0 o z 24 150.0 150.0 150.0 150.0 24 139.5 150.0 150.0 150.0 24 33.0 71.8 116.6 150.0 p 30 150.0 150.0 150.0 150.0 30 111.6 150.0 150.0 150.0 30 26.4 57.4 93.2 150.0 M_- In 38 150.0 150.0 150.0 150.0 36 93.0 150.0 150.0 150.0 36 22.0 47.6 77.7 150.0 "'a0 U) z 42 150.0 150.0 150.0 150.0 42 79.7 150.0 150.0 150.0 42 18.9 41.0 86.6 150.0 of a v Da o 48 38-3/8" 150.0 150.0 150.0 150.0 48 74-1/4" 69.7 150.0 150.0 150.0 48 120" 16.5 35.9 58.3 149.7 0 o 54 150.0 150.0 150.0 150.0 64 62.0 134.6 150.0 150.0 54 - 31.9 51.8 133.1 " e 60 150.0 150.0 150.0 150.0 80 55.8 121.2 150.0 150.0 80 28.7 46.6 119.8 3 y 68 150.0 150.0 150.0 150.0 66 50.7 110.1 150.0 150.0 66 26.1 42.4 108.9 Z c o 72 150.0 150.0 150.0 150.0 72 46.5 101.0 150.0 150.0 72 23.9 38.8 99.8 w x Z O 78 150.0 150.0 150.0 15Q.0 78 42.9 83.2 150.0 150.0 78 22.1 35.9 92.1 c m ! .al 18 150.0 150.0 150.0 150.0 18 128,4 150.0 150.0 150.0 18 33.1 71.9 116.6 150.0 24 150.0 150.0 150.0 150.0 24 96,3 150.0 150.0 150.0 24 24.8 53.9 87.6 1 150.0 y) 30 150.0 150.0 150.0 150.0 30 77.1 150.0 150.0 150.0 30 19.9 43.1 70.1 150.0 a CWq a S 36 150.0 150.0 150.0 150.0 36 64.2 139.5 150.0 150.0 36 16.5 35.9 58.4 150.0 42 150.0 150.0 150.0 150.0 42 55.0 119.5 150.0 150.0 42 30.8 50.0 128.5 '° E cz� 48 604/8" 150.0 150.0 150.0 150.0 48 84" 48.2 104.6 150.0 150.0 48 132" 27.0 43.8 112.5 V ` { 54 150.0 150.0 150.0 150.0 64 42.6 93.0 150.0 150.0 54 24.0 38.9 100.0 ��>z 60 150.0 150.0 150.0 150.0 60 36.5 83.7 135.9 150.0 60 21.6 35.0 90.0 ® m y 86 147.7 150.0 150.0 150.0 66 36.0 76.1 123.6 150.0 86 19.6 31:8 81.8 0 72 135.3 150.0 150.0 150.0 72 32.1 69.7 113.3 150.0 72 18.0 29.2 75.0 c 78 124.8 150.0 150.0 150.0 78 29.6 64.4 104.6 150.0 78 16.6 26.9 69.2 C 18 150.0 150.0 150.0 150.0 18 86.0 150.0 150.0 150.0 18 25.5 55.4 89.9 150.0 a m 24 150.0 150.0 150.0 150.0 24 64.5 140.1 150.0 150.0 24 19.1 41.5 67.5 150.0 g 30 150.0 150.0 150.0 150.0 30 51.8 112.1 15Q.0 150.0 30 15.3 33.2 54.0 138.6 £i 36 150.0 150.0 150.0 150.0 36 43.0 93.4 150.0 150.0 36 27.7 45.0 115.5 i 42 150.0 150.0 150.0 150.0 42 36.9 80.1 130.1 150.0 42 23.7 38.5 99.0 A w 48 67" 150.0 150.0 150.0 150.0 48 96" 32.3 70.1 113.8 150.0 48 144" 20.8 33.7 88.6 l 54 137.0 150.0 150.0 150.0 64 28.7 82.3 101.2 150.0 64 18.5 30.0 77.0 80 123.3 150.0 150.0 150.0 60 25.8 56.1 91.1 150.0 60 16.6 27.0 69.3 68 112.1 150.0 150.0 150.0 66 23.5 51.0 82.8 150.0 66 15.1 24.5 83.0 72 102.8 150.0 150.0 150.0 72 21.5 46.7 75.9 150.0 72 22 y 57 g o 78 94.8 150.0 150.0 150.0 78 19.9 43.1 70.0 150,0 78 20.8 53.3 18 150.0 150.0 150.0 150.0 18 60.4 131.2 150.0 150.0 18 22.8 49.0 78.6 150.0 $ S g 24 150.0 150.0 150.0 150.0 24 45.3 98.4 150.0 150.0 24 16.9 36.7 59.7 150.0 s y 30 150.0 150.0 150.0 150.0 30 36.3 78.7 127.8 150.0 30 29.4 47.7 122,8 36 150.0 150.0 150.0 150.0 36 30.2 85.6 106.6 150.0 36 24.5 39.8 102.2 , 42 130.5 150.0 150.0 150.0 42 25.9 58.2 91.4 150.0 42 21.0 34.1 87.6 48 63" 114.2 150.0 150.0 150.0 48 108" 22.7 49.2 79.9 150.0 48 150" 18.4 29.8 76.6 $ 64 101.5 150.0 150.0 150.0 54 2061 43.7 71.1 150.0 64 18.3 26.5 68.1 " 60 91.3 150.0 150.0 150.0 60 18.1 39.4 64.0 150.0 60 - - 23.9 61.3 1$ : m 66 83.0 150.0 150.0 150.0 66 16.5 35.8 58.1 147.0 6g 21.7 55.7 8' 72 76.1 142.4 150.0 150.0 72 15.1 32.8 53.3 131.8 T2 19.8 51.1 c y 78 70.2 131.4 150.0 150.0 78 30.3 48.2 124.4 78 18.4 47.2 84 HDIDZONTAL MULLION 'c1AZING TYPICAL MULLION ARRANGEMENTS °°° p°, a.....s�0 VERTICAL PRODUCT ®g0 •• °•,°�/l�v'o MULLION ARCHES 70 BE INSCR18ED w o0�moo'° o Z INSIDE RECTANGULAR SHAPE V e e O `} PRODUCT PRODUCT a GLAZING GLAZING NOTE '°{$II H �vl w MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED PRODUCTRr'iV198D � a GLAZING GLAZING 3 VERTICALLY OR HORIZONTALLY. 9u em YClo�de dAl1ePlotlda C� c PRODUCT PRODUCT (INTERPOLATION BETWEEN WIDTHS ALLOWED) AcceplagiweNo r7 °� �'°m�®°°.,° •' o®ol 'region Umro .... w1 w2 I WIDTH (W) = wI + w2 0 a 4 i 4 MULLION SPAN � 2 Mlron pg�eProdncl a f] 5/16"TAPCONSMIN. EDGE DIST. 1 1/4" MIN. 1-1/2"MIN.WOOD PENETRATION 5/15"TAPCONS 2-3/16" CONCRETE OR EDGE DIST. 2 PER CUP(t ON EACH ANG) 1-1/2"MIN.WOOD PENETRATION 1 PER ANGLE 4" OLLOW BL CK 5/16•TAPCONS 1-3/4"MIN.EMBED INTO MASONRY 5/16"TAPCONS YN" 1-3/4"MIN.EMBEC2PE.R 4 PER CLIP(2 ON EACH WING) GLE 10 I I ••1 1• m p v1 Z W m I I I I I I I I •Id v "1 V g a! IL_JI I I II J Z ZIT Q H II II It Ij 2 --------- 'J 2 x a x 1/e 2 7/16" ii ii II II pO c 2 O z N 1 I 2 BY I I 7X FLOATING CLIP I I 11 ALUM ANGLE MIN. II II t a0 Y a I 1 I I U LI 1 BY IL-" ------------- l;-J i i i i 2 x 2 x t 8" WOAD BUCK i i I I W000 BUCK 1 I IX FLOATING CLIP11 1 I 1 1 I I N 1 I I U U ALUM ANG \ t I 1 1 0 �¢ I I 3/4" MIN. 5/16"TAPCONS E EDGE DIST. 1-1/2"MIN.WOOD PENETRATION ANCHORS TYPE 'D' (INTO BLOCK) z ? Z z ' PER AN61 ANCHORS TYPE 'G' (INTO CONCRETE) .. _ ALL CUPS AND ANGLES TO FIT SNUG 4 ANCHORS THRU 1X BUCK m' iN INTO TUBE MULLIONS. INTO CONCRETE OR BLOCK 4 ' I I TAPCONS MAY BE HEX OR FLAT HEAD. i"x4" & 2"x4" MULL W C d a r I MIN. EDGE DIST. r 1 i 2-3/16" CONCRETE OR x I1 n 4" HOLLOW BLOCK 5/16*TAPCONSCONS a 11 it / / 1-3/4"MIN.EMBED INTO MASONRY C 1 1 I I 11 2%2% 1/6" '-3z4PER MIN. UCX WMC a� ( ) 1 PER ANGLE � .. F'--`-'----� W000 BUCK I I I I ALUM ANGLE � I I V 11 1'1 ALL CLIPS AND ANGLES TO FIT SNUG 'f '•"'':.: 1 ALTERNATE INTO TUBE MULLIONS. e ANCHOR LOCATION TAPCONS MAY BE HEX OR FLAT HEAP, '�1 ~ I ao ANCHORS TYPE 'A' It a gs 2 ANCHORS INTO WOOD II II I I 11 N By 11 11 11-31 I 11 t 1 -___---__ WOOD BUCK j' tX FLOATING CLIP II it 2 X 2 X 1/B• 5/16"TAPCONS N I I I I 11 11 ALUM AN y o 1 1/4" MIN. 1-1/2"IAN.WOOD PENETRATION 6/16"TAPCONS I 1 1 I LI U "J 1-1/2"MIN.W000 PEAIETRATXNI I 1 I 1 E E DI 4 PER CUP(2 ON EACH WING) 2 PER ANGLE ; i 1 t ANCHORS TYPE 'C' (INTO BLOCKS 1 I .- 1 1 ••' '. �z ANCHORS TYPE 'F' (INTO CONCRETE) 2 ANCHORS II II I< NTO CONCRETERORI BLOCKK 0000,OJ„ '• 'O�' �%asi U U N H m X 1 1/4" MI ii ii 11 11 e.Q'�p u.d;�•._�g" ------------- ( J 2 x 2 2 1/e" r 1 I 1 1 FLOATING CLIP di 4 iI 11 ALUM ANGLE p 1 " WOOD BUCK PRODUCT 1 I u i i PRODUCT RBVG96D •aa a 6 i i i I r r orcomplying with the FWrth 1 1 1..__-----__.,I Buildmg Coded • N�• I I Expiretton Data o ••• ANCHORS TYPE 'B' ALTERNATE 4 •••6/• 1 4 ANCHORS INTO WOOD ANCHOR LOCATION a 0 MIN. EDGE DIST. 5/16-TAPCONS MIN. EDGE DIST.2-3/16" CONCRETE OR 1-3/4'MIN,EMBED INTO MASONRY 2-3/16- CONCRETE OR " OLLOW BL K a C 4" HOLLOW BLO K 2 PER CUP)4 O 4 N EACH WING) 5/t6'TAPCONS 5/16"TAPCONS 5/16'TAPCONS O 1-3/4'MIN.EMBED INTO MASONRY 1-3/4'YIN.EMBED INTO MASONRY 1-3/4-MIN.EMBED INTO MASONRY C MIN. 1 PER ANGLE 3/4" 4 PER CLP(2 ON EACH WINO) 2 PER ANGLE to s C '•T•. .t I„4,�I MIN 1O at°D h z • \2S ''g• "r. •r •`7' , to<m U •» r �' \Z 8 ' •�'•••' CID W a` •I ;•T. "1 I"•�,' ••I.t' '1• t I e t r• ;M •I 't r r , II II II II 11 II JZ z i i i n n u n I I I I Icn o p 11 11 CONCRETE OR I t 11 I I I I CONCRETE OR I I I I D=, IL JI d O CONCRETE OR CEMENT BLOCK II 11 L-JI CEMENT BLOCK II I I I I I I 2%2 X 1/8' 2%2 X 1/8- I N •' - I CEMENT BLOCK 1 I I.I U ALUM ANGLE I __ ____--__ 1' it I I I I ALUM ANGLE + \ CLIP I I N I 2 7/16 1 FLOATING CLIP I I i3 li I 1 1 I I 1 1 1 I 1 1 1 I 1 I I 3 1/4" E' .•4, \-FLOA71NG MIN. .. .y:•: P' a Muu ®z z r vi •''T':': '•:.'1.•'': a S ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'D' (INTO BLOCK) �W Its: a a I ANCHORS TYPE 'F' (INTO CONCRETE) ANCHORS TYPE 'G' (INTO CONCRETE) a S i 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK \ i"x4" & 2"x4" MULL 1 1 ALTERNATE I I ANCHOR LOCATION MULL '.sSjE •Q••I NULL I 1 1 1 I 1 1 1 1 1 I 1 1 I I I t I 1 I 1 I 1 I I I FLOATING CUP Ir 1 r_il 1 ------------- 1 I•_1 � N \ If-TI N CONCRETE OR Ir CRETE CENT BLOCK 11 It V 1 II p: -'-r4 .. 4'.•• Y S/18-TAPCONS I • .•,':'• .• ' .. o z g 1-3/4-LIIN EMBED INTO MASONRY 5/18'TAPCONS yy 2 PER CLIP(1 ON EACH WING) 1-3/4-MIN.EMBED INTO MASONRY a p 1 1 I 1 ®12 SLS 4 PER CLP(2 ON EACH WING) ' I 1 I 1 2 PER ANGLE 1 • I I h 1 i i i i i i �Ooo%0aJ•�,..........`��/(��eo�o�o T • O ALL CLIPS AND ANGLES TO FIT SNUG w,Q O 02�' INTO TUBE MULLIONS. sio;W � * W 0`4 ,. TAPCONS MAY BE HE OR FLAT HEAD. .0. 'P'IF61.3TJCT REVISE G 1'.' .\Z•� , ::I�• ns complying with the PhOk ••'T g Bui1A{ng Code p ��✓O'..•• • e!> { r. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED Acce tmoeNo .� • WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR lix{uretion Damp �,�yi �' ' Oe I 1-3/4'MIN.EMBED INTO MASON WATER-WHITE METHACRYLATE LACQUER. [3y d Np••A•11P 0 1 PER ANGLE Miami edaP a 0 MIN. EDGE DIST. MIN. EDGE DIST. 2-3/16" CONCRETE OR 2-3/16" CONCRETE OR 4' HOLLOW BLKKy .. 3-3/4" 9/16"TAPCONS 4" HOLLOW BtK3-3/4" s/1s'TAPCONS MIN. 1-3/4'MIN.EMBED INTO MASONRY MIN, 1-3/4'MW.EMBED INTO MASONRY p . . 4 PER CL (2 ON EACH KA O) 4 PER CLI ( ON EACH WI ) IV 6' N P 2 NC (Do QQ 23 CLIP LENGTH - + MULL "L" L o z m 1 2 X 4 3.688' w 1 2 X 6 5.688' + Zai C z a y1y 1 I vQt Q \ 1 d 1sY 1 a0 i i y a o0 1 2X6 MULL 5/16'TAPCO14S N ' WOOD BUCK •7 I 1 t-3/4'MM.EMBED INTO MASONRY \ P I 2X6 MULL (P,j ,.14 5/16"TAPCONS 5 1 4 PER CUP(2 ON EACH WING) j 1-3/4'MIN.EMBED INTO MASONRY 1 3/4" j 4 PER CLIP(2 ON EACH WINO) j Z It a I rl 1 I MIN. I -----------------------------4 1 3/4" v e MIN. F 3/4" I I � I I 1 z ®z 4 Z O + 2x6 MULL C zts MULL CLIP LENGTH 2x6 MULL a :: '. N MULL "L" a Z3 `a 2 X 4 3.688' ------ � \ Z \z09 g 4.••'. j 2 X 6 5.688' tom___________ •' M �� Z OD - z MIN. ANCHORS TYPE 'E' (INTO BLOCK) " 5 11/16" ALL CLIPS AND ANGLES TO FIT SNUG INTO NUBS BE HEX ANCHORS TYPE 'H' (INTO CONCRETE \BY ANCHORS TYPE 'E' (INTO BLOCKS TAPCONS MAY BE HEX OR FLAT HEAD. WOOD BUCK }^ 4 ANCHORS THRU 1X BUCK " ANCHORS TYPE 'H' (INTO CONCRETES CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED INTO CONCRETE OR BLOCK WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR 2"X6" MULL SHOWN ANCHORS INTO CONCRETE Or BLOCK � 2"%6" MULL SHOWN WATER-WHITE METHACRYLATE LACQUER. gy ai ' , 111 11! I ot LL�Cj b �y O O! " >iLu k 2 PRODUCT REVLSBD la— O to wniplyin8With tha F)odda 'z r i • TA f1• �Q Euilding Code ♦ . , ACCepteO08 HO Papiretion Data ✓< * o♦ I I By a I mi. ade roducl W CF A ANCHOR TYPES and SUBSTRATE ANCHOR TYPES and SLBSTRATE ANCHOR TYPES and SUBSTRATE WItfth Iwmat A B C D E I F G H I Nfxeh Maion A 8 C D E F G H 1 WW9h NuQan A B C D E F G H I rtn� (w) spat UVi VW. B Bk Bk Cmc cc= Cora MI. W1 M BIC EIk 6k Cmc Cma Cork. ML (w V1tl. tAH. Bk Elk BIL C«1c Qnc Cont. ML C 18 150 1W 150 150 150 150 150 150 150 18 91 15D 150 150 150 150 150 150 150 18 58 112 129 150 150 144 150 150 150 O 24 132 150 150 150 150 150 150 150 150 24 68 130 160 150 150 150 150 150 150 24 42 84 97 14H 150 108 150 150 116 tO u O 30 105 150 150 150 160 150 150 150 150 30 54 108 125 150 160 140 150 150 150 34 07 77 118 150 87 130 150 93 M m y 88 150 150 150 150 150 150 160 150 36 45 81 104 150 160 117 150 150 175 36 28 56 65 97 129 12 109 144 71 °'t I o 42 75 150 150 150 150 150 150 150 150 42 39 78 89 134 150 100 160 15D 107 42 24 48 55 83 111 62 83 124 88 to o 01 V o 48 38 318 66 132 150 160 150 150 150 150 150 48 74 114 34 88 78 118 150 87 132 150 93 48 120 21 42 48 73 97 54 81 108 58 0 M- 54 69 117 135 150 150 150 150 150 150 54 30 60 70 105 139 78 117 150 83 54 19 37 43 65 88 43 72 96 51 o o a 50 53 105 121 150 150 135 150 150 145 27 54 63 94 12.5 A 105 140 75 80 17 34 39 58 77 43 65 87 46 #4 v h 4Zj 68 48 98 110 150 150 123 150 160 132 86 25 49 57 86 114 81 98 127 88 88 15 31 35 63 70 39 58 79 42 z o O V 72 44 88 101 150 150 113 150 150 121 72 23 45 52 78 104 58 68 117 62 72 14 28 32 49 85 33 54 72 39 Z C4 °Z 0 78 41 81 93 140 150 104 150 150 111 78 21 42 48 72 98 54 81 108 Be 78 13 28 30 45 80 33 50 67 36 c s a o 16 133 150 150 150 150 150 150 150 150 18 80 15D 150 150 150 150 150 150 150 18 51 102 117 160 150 131 760 150 140 24 100 160 160 150 180 150 150 150 150 24 60 120 138 160 150 150 150 150 150 74 38 77 88 132 150 93 148 150 106 2 30 80 150 150 150 150 150 150 150 150 30 48 96 111 150 160 124 150 150 132 30 31 61 70 106 141 79 118 15D 84 ., 38 87 139 150 150 150 '150 150 160 150 38 40 80 92 139 150 103 150 150 110 36 28 51 59 a8 117 66 99 131 70 pa m 42 67 114 131 150 !W 147 150 160 150 42 34 69 79 119 150 ffi 133 150 94 42 22 44 W 70 101 50 85 112 60 7 48 511558 W 100 115 160 150 128 150 160 137 48 84 30 60 69 104 138 77 116 150 83 48 132 19 38 44 BB 88 49 74 98 53 54 44 89 102 15D 150 114 150 150 172 64 27 53 61 92 123 09 103 137 73 54 17 34 39 59 78 qq B8 87 47 ��Urr 0 8o 40 80 92 138 150 !03 150 150 110 Bo 24 48 56 83 111 82 93 124 69 W 15 31 35 53 70 39 69 79 42 z 3 4 66 36 73 83 128 150 8.3 140 150 100 66 22 44 60 76 101 83 a5 112 60 66 14 28 32 48 84 33 54 72 38 ®~ d14 Z 72 33 87 78 115 150 ffi 129 150 91 77 20 40 46 69 92 S2 78 103 65 M 13 28 29 44 89 33 49 68 35 78 31 81 71 106 141 7a 119 150 84 78 19 37 43 64 85 49 72 B6 61 78 12 24 27 41 54 30 48 81 32 18 118 150 150 150 150 150 150 150 150 16 70 140 160 150 150 150 15D 150 150 18 47 94 108 150 150 120 150 150 129 W tC� 24 89 1W 150 150 150 150 150 150 150 24 53 105 121 150 150 135 150 iW 145 24 36 70 81 121 15C W 138 150 96 H C C 30 71 142 150 160 150 150 150 150 150 3O 42 84 97 148 150 108 150 150 118 30 28 56 05 97 129 72 109 144 77 +y S 36 F27 118 130 160 150 150 15D 11� 150 38 35 70 81 121 150 W 138 150 BB 38 23 47 54 81 108 W 90 120 54 U 42 101 118 160 150 130 15o 1W 139 42 30 6D 69 104 135 77 176 150 83 42 20 40 48 89 82 fit 78 103 d43 48 ,rj( 89 702 160 1W 114 150 160 122 48 95 28 53 81 81 121 ffi 102 135 72 48 144 18 35 40 81 81 45 68 90 Z P. 64 79 91 130 150 101 150 150 1o8 64 23 47 54 81 108 W 90 120 64 64 16 31 36 54 72 40 6o 80 8071 82 123 150 9! 137 150 87 80 21 42 4873 97 54 91 108 58 W 14 28 32 49 65 38 54 72 88 84 74 117 148 83 125 150 69 ffi 18 38 44 66 88 49 74 98 53 66 13 26 29 44 59 33 49 88 72 59 68 102 138 78 114 150 81 72 18 35 40 61 81 45 68 90 48 M 12 23 2740 54 30 45 60 32 78 65 83 94 126 70 105 140 75 78 16 32 37 56 74 42 63 83 45 78 11 22 25 37 8o 28 42 65 30 18 107 1W 160 150 150 150 160 150 150 18 62 1255 1 143 150 180 1 150 150 150 150 18 45 90 103 150 150 115 150 150 123 24 80 15D 150 150 150 1W 160 150 150 24 47 94 108 750 150 120 150 160 128 24 34 67 77 118 150 67 13D 150 93 Gi 30 53 127 148 150 150 137 160 150 1W 30 37 75 88 720 1W 95 145 150 103 30 27 54 62 93 124 W 104 138 74 •, $ g 38 53 707 123 150 7W 'Gi7 160 1W 147 36 31 62 72 108 143 W 121 150 88 38 22 45 62 7a 103 58 87 !15 82 42 48 92 105 1W 150 118 150 1W 128 42 27 63 61 92 123 69 103 137 73 42 19 38 44 87 0 49 74 1 53 48 63 40 80 92 139 150 100 150 150 110 48 118 23 47 54 81 108 W 90 120N43 48 1550 17 34 39 58 77 43 65 87 46 ea 30 71 82 123 1W 92 138 160 54 21 42 48 72 96 63 so 107 64 15 30 34 52 69 39 58 77 41 60 32 64 74 111 147 82 124 150 88 60 19 37 43 a5 86 48 72 96 60 13 Z7 31 47 62 35 52 69 37 C �$ 66 29 58 67 101 134 75 113 150 80 66 17 34 39 59 78 44 65 87 88 12 24 28 42 SB 31 47 63 34 g dS 72 27 53 81 92 123 a9 103 137 73 72 18 31 30 54 72 4) 60 80 7211 22 26 39 52 29 43 58 3178 25 49 67 95 173 83 85 127 68 78 14 29 33 W 60 37 53 74 78 10 27 24 3848 27 40 53 ANCHOR/CLIP ANCHOR/CUP ANCHOR CLIP NOTES: a �` HORIZONTAL MULLION GLAZ 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER VERTICAL O MULLION PRDUCT 3 TO SHEETS 5, 7, 8, & 9 FOR DETALS AND NOTES. oom� {a KIN, '�CMULLION 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE ®0 � ........••..Nj, 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN 0® LL. 'Be PRODUCT PRODUCT ING 1. GLAZING GLAZING THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. °�an :, 0 0%J:N PRODUCT PRODUCT 2 Q 3 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER W �.4r ANCHOR/CLI w �N LOCATIONS AT HEAD, SILL OR JAMB ENDS. PRODUCT REVISED > ANCHOR/Cup F 5, INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. mmnplyfngwith the FWrida v euildittB Codd � °°°° •�fi�bw „— Accepumoo No ,• I ex Date 1'�' �` •. ...• I yyi yy2 HORIZONK MULLION SPAN p� 464 I TYPICAL MULLION CLIP ARRANGEMENTS a 0