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WS-17-1615 Miami Shores Villageto �± � "�tfitS 10050 N.E.2nd Avenue NE C`I2iS5tCI3fff}!? `IIII1 + tlD�tf"�plt� 3#ri Miami Shores,FL 33138-0000 # � tai Ai ROVED hFRv Phone: (305)795-2204 ,- ~r . eat 4I3t17 Expiration: l 27/2017 Project Address Parcel Number Applicant 1700 NE 105 Street Number: 110 1122300500100 Miami Shores, FL 33138- Block: Lot: JOSE SANCHEZ JTRS Owner Information Address Phone Cell JOSE SANCHEZ JTRS 1700 NE 105 Street MIAMI SHORES FL 33138- 1700 NE 105 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 8,000.00 PARADISE EXTERIORS LLC (561)732-0300 _.: ... ..._.. m_ Total Sq Feet: 0 Type of Work:INSTALL 5 WINDOWS&1 DOOR Available Inspections: No of Openings:6 Inspection Type: Additional Info:INSTALL 5 WINDOWS&1 DOOR Window Door Attachment Classification:Residential Final Scanning: 1 Review Building a Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $4.80 DBPR Fee Invoice# WS-6-17-64355 $2.40 06/30/2017 Credit Card $130.60 $60.00 DCA Fee $2.40 Education Surcharge $1.60 06/20/2017 Credit Card $50.00 $0.00 Permit Fee $160.00 Scanning Fee $3.00 Technology Fee $6.40 Total: $180.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFID c 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 in§. Futhermore,I authorize the above-named contractor to do the work stated. June 30,2017 Authori $ignature:Owner / Applicant / Contractor / Agent Date Buildin epartment Copy June 30,2017 1 � a Miami Shores Village SCF D Building Department ju � o o„ �s 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY: Tel:(305)795-2204 Fax:(305)756-8972 _ INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2014 41smbm�sz �. BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No.�l� �I�- 161'5 , BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATIO i CONTRACTOR loom JOB ADDRESS: -D-0 U 7 13s, ftl 1 l I 0 City: Miami Shores C County: Miami Dade Zip: Folio/Parcel#: l!L Z�5001 co Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Phone#: Address f) 45 165 Af)-� 118 City: U 1 will sl Yprc ' State: �f✓ Zip:� .3 U Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: �d1 S� Phone#: Address: l l lf�,-f Pt)_bGt, c q� City: 6LA e-,ach State: ft zip: (z� Qualifier Name: ,L N�ift 1I d�tX Phone#: State Certification or Registration#: SCC IiIE509-7Z Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ eQm` Square/Linear Footage of Work: (22 Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work:t— •��-� ( Nb CMJ S Specify color of color thru tile: i Q. Submittal Fee$ ba Q2 r Cl Permit Fee$ 1 CCF$ ! • ® CO/CC$ Scanning Fee$ 3 Radon Fee$ 2 . 40 DBPR$ 7<o Notary$ Technology Fee$ G •40 Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ 130. (Do (Revised02/24/2014) >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 S ry '1 Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... lost OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done omp iance wi 1 applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatu Signature JL NER or AGENT CONTRACTOR The foregoin6ffffrument was acknowledged before me this The fore ping instrument was acknowledged before)me this day of ►'y\C{, ,20 ,by day of �<� 20 ! ,by m"AxP'IQ lC e-2 ,who is ersonally knowb to who i ersonally known ------------ me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sig Print: - Seal: JENNIFER BERRIEL , ```""`p B''•. •'E Notary Public-State of FloriQa MY COMMISSION#FF902810 Commission 8 FF 985575 EXPIRES July 23,2019 ••i 31034153 • 9ervke carrc My Comm.Ex fres Avg 5,20201 0i 1N°�ry Pomp APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Pro aSearch Application- Miami-Dade County Page 1 of 2 g.'^t deYtz OFFICE OF THE PROFE.n� APPRAISER Summary Report Generated On:6/20/2017 Property Information � � Folio: 11-2230-050-0100 K r 1700 NE 105 ST UNIT: 110 Property Address: rd Miami Shores,FL 33138-2145 P shial Owner JOSE LUIS SANCHEZ � . MARICARMEN SANCHEZ Mailing Address 1700 NE 105 ST 110 MIAMI SHORES,FL 33138 USA 4900 MULTI-FAMILY- PA Primary Zone »s, CONDOMINUM NIL 0407 RESIDENTIAL-TOTAL Primary Land Use VALUE:CONDOMINIUM-RESIDENTIALF Beds I Baths/Half 2/2/0 Floors 0 Living Units 0 Actual Area Sq.Ft Taxable Value Information Living Area 1,154 Sq.Ft 2017 2016 2015 Adjusted Area 1,154 Sq.Ft County Lot Size 0 Sq.Ft Exemption Value $50,000 $50,000 $50,000 Year Built 1965 Taxable Value $70,909 $68,423 $67,600 Assessment Information School Board Year 2017 2016 2015 Exemption Value $25,000 $25,000 $25,000 Land Value $0 $0 $0 Taxable Value $95,909 $93,4231 $92,600 City Building Value $0 $0 $0 Exemption Value $50,000 $50,000 $50,000 XF Value $0 $0 $0 Taxable Value $70,909 $68,423 $67,600 Market Value $166,639 $128,184 $117,600 Regional Assessed Value $120,909 $118,423 $117,600 Exemption Value $50,000 $50,000 $50,000 Benefits Information Taxable Value $70,909 $68,423 $67,600 Benefit Type 2017 2016 2015 Sales Information Save Our Homes Assessment Cap Reduction $45,730 $9,761 Previous Price OR Book- Qualification Description Sale Page Homestead Exemption $25,000 $25,000 $25,000 Corrective,tax or QCD;min Second Homestead Exemption $25,000 $25,000 $25,000 04/16/2015 $0 29621-2052 consideration Note:Not all benefits are applicable to all Taxable Values(i.e.County, 11/06/2014 $169,000 29416-1289 Qual by exam of deed School Board,City,Regional). 12/11/2012 $70,300 28400-1853 Corrective,tax or QCD;min consideration Short Legal Description 08/01/1988 $77,500 13789-34 Sales which are qualified THE SHORES CONDOMINIUM APT 110 FIRST FLOOR UNDIV.0102%INT IN COMMON ELEMENTS CLERKS FILES 64R-124472 Tha Offira of tha Prnnr rtv Annraicr.r is nnntin ially aditinn and iinrintinn the fay roll Thic wP.hcitn may not raflart tha mnat nurrant infnrmntinn nn rannrd Tha Prnnarty Annraicer http://www.miamidade.gov/propertysearch/ 6/20/2017 Miami Shores Village t C� Building Department i 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 , Tel:(305)795-2204 Fax:(305)756-8972 -- - = — INSPECTION LINE PHONE NUMBER:(30S)762-4949 FBC•20 BUILDING Master Permit No. wS PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ROOFING' ' ixAREVISION EXTENSION RENEWAL ❑PLUMBING [:] MECHANICAL ❑PUBLIC WORKS ❑ CHANGP E ION ❑ SHOP CONTR� J J DRAWINGS JOB ADDRESS: -T� �. City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: VI-2230-050 d ® M Is the Building Historically Designated:Yes NO_!� Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): airI�`�rm�h SQh@ �J? Phone#: 3 05 -6?L) O-LW Address City: "_'nm� State: 1-L Zip: Tenant/Lessee Name: Phone#: Email: ^^` a_ , 'SLl Ll CONTRACTOR:Company Name: Q \Exic r-icl , jc�r Phone#: 5&1 .T 'c Address: a5 City: T "Pf�.-C��T��°\f c-.�t� � l C � o I State: Zip: 3 Y np Qualifier Name: c��eJ� `c�IJF �XPhone#: 50 State Certification or Registration#: � �,1 SOLI "t Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: 1 �. Specify color of color thru tile: Submittal Fee$ Permit Fee$ A 0 - CDO CCF$ �'i® CO/CC$ Scanning Fee$ 5 ` C� Radon Fee$ 2 • .4 DBPR$ Notary$ Technology Fee$ �( _Training/Education Fee$ r' 6� Double Fee_ $ 0 Structural Reviews$ Bond$ 10 TOTAL FEE NOW DUE$ ' 62(� (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the workap tlnstallations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurat i�that bll.viorJc k[11,9,aie 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 estimat QMe. 2�+"t the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. SignatureI Signatur OWNER or AGENT CONT CTOR i The foreggjng instrumt was acknowledged before me this The foregoing instrument was acknowledged before me this day of % ---12044 by day of 20 )1( . by %®aS�L1/S t54tVt fat 3-ho is personally known to ersonall know to me or who has produced me or who has produced as identification and who did take an oath. mooUE 110#4i`ification and who did take an oath. NOTAR UB 1C: �� . "••�SN1Y PUBLIC: � P�; E1lPIRf ? :�4F 0,2019 ';6O • Sign: Print: riV',t' ' Sea • ��\\` 111n1q�N t ' HEATHER MARIE RM MY COMMISSION#GG008387 � EXPIRES June 27,2020 4t 7.�3 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) PARAD04 OP ID: DP •��''��e�~ CERTIFICATE'OF LIABILITY INSURANCE DATE(MMroDryvYY) 08/1212016 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 CER71FICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)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 cNAMe:c Matthew A.Peace Atlantic Pacific Insurance-PBG FU PH�t Ea:800-588-0487 ac No):561-626-3153 11382 Prosperity Farms Rd#123 Palm Beach Gardens,FL 33410 ADDRESS:dhamby@apins.com MatthewA.Peace INSURER(S)AFFORDING COVERAGE MAIC INSURERA:Old Dominion Insurance Co. 40231 INSURED Paradise Exteriors LLC INSURER B: 1918 Corporate Drive INSURERC: Boynton Beach,FL 33426 INSURER D INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAYHAVE BEEN REDUCED BY PAID CLAIMS. ILICY r=F POLIY EXP LTR TYPE OF INSURANCE I g POLICY NUMBER MMIDD MMIDDIYYYY LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS MADE ®OCCUR MPTS557V 07/27/2016 03102(2017 PREMISES Ea occurrence $DAMAGETO RENTED 500,00 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 RPRODUCTS-COMP/OP AGG $ 2,000,0 POLICY❑JECaT LOC $ OTHER: AUTOMOBILE LIABILITY EaMaccidEen SINGLE LIMIT $ 1,000,00 A XANY AUTO B1 T9557V 03/0212016 03/0212017 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ X HIRED AUTOS X AUTOS Per accident X UMBRELLA LIAR HOCCUR EACH OCCURRENCE $ A EXCESS LIAB CLAIMS-MADE CUT9557V 07/21/2018 031�Z/ 1� , AGGREGATE $ 2,000,000 DED I X I RETENTION$ 10000 `��I' s $ WORKERS COMPENSATION "7 a AND EMPLOYERS'LIABIL.ITY STATUTE ER ANY PROPRIETORIPARTNERIE)ECUTIVE Y❑ N!A E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS 1 LOCATIONS f VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached K more space Is required) DANIEL BECKNER SCC13`1150472 WINDOWS AND DOORS CERTIFICATE HOLDER IS LISTED AS ADDITIONAL INSURED CERTIFICATE HOLDER CANCELLATION MIASHVI SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Avenue Miam I Shores,FL 33138 AUTHORIZED REPRESENTATIVE 7///WtL'z. /.CJ.IFv O 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 26(2014/01) The ACORD name and logo are registered marks of ACORD 1: 1171117.05 65 x25 (Horizontal Slider) 2-11-1117.05 65 x25 (Horizontal Slider) 3. 13-0124.04 35 x 50 (Single Hung) 1 2 3 4 5 6 c a 4. 14-0714.05 58 x 50 (Fixed/Picture) 4) 5. 13-0124.04 35 x 50 p. (Single Hung) a) 6. 12-0130.08 95 x 80 ` � (SGD) Bed 1 Bed 2 �� < 7. Entry-Not Included 36 x 80 o (Entry-Not Included) (D aE o 0 Int Wall Int Wall 0) -5 p CD NMI 7 _ Co Q -n Co N Co Co gni ® W N J 5LL �� W U) (/1 z J . I a o -" ' 0 Z Z M m M 1 W O ; r �q o� g z -1 . . . . . • . . •00 Q � Q 00 77 D . . . . ... . G n r -- - • • • • • • • • • r •• ••• •• • • • •• ��. 3� `—� C m r m > ffl Mf FlE1PE8T.GOY O D =� ••• • • • sCALM ••• • ••• • NO T TO SCALE • • z -! I i • • • • • DntE: •• • • 0.. •• • • • • Feb 06,2015 q I . •• • • • • • • \ 00* • 000 • • • PACE DESg0PT10N: I Site Plan PAGE OF . . . . . . . . . . . .. .. . . . .. .. I�CD(ENGINEERING EXPRESS® Design Wind Pressure(PMAX+, PMAX-): ASCE 7-10, Ch.30.4.2/30.6.2 ; 160 SW 12th AVENUE, *106 11560 ft. h>60 ft. DEERFIELD BEACH, FL 33442 Max Positive Pressure(PMAx+) PMAx+ = gh(6c GCppos+ GCO) PMAx+ = qh(9c GCppos+ GCpi) PH:(954)354-0660 FAX:(954)354-0443 WWW.ENGEXP.COM Max Negative Pressure(PMAx-) PMAx-= gh(6c GCpneg-GCpi) PMAx-= gh(6c GCpneg-GCpI) Wind Load Calculation ASCE 7-10 Chapter 30 Wind Loads-Components and Device Calculations:ASCE 7-10, Chapter 30,All Subsections Cladding Size Elevation Area AreaT Pmax+ Pmax- Florida Building Code 2010 # Zone Kz qz GCp+ GCr 2 (W x H} (ft) (ft2) (ft2) (Ib/ft2) (Ibift ) Site Information 1 65 x 25 Int 7 11.28 9.78 1.03 68.65 1.0 -1.1 54.4 -59.0 MARICARMEN & JOSE LUIZ 2 65 x 25 Int 7 11.28 9.78 1.03 68.65 1.0 -1.1 54.4 -59.0 Owner: SANCHEZ 3 35 x 50 Int 7 12.15 5.79 1.03 68.65 1.0 -1.1 54.2 -58.7 Wind Speed(V): 175 MPH 4 58 x 50 Int 7 20.14 7.79 1.03 68.65 0.9 -1.0 52.4 -57.0 5 35 x 50 Int 7 12.15 5.79 1.03 68.65 1.0 -1.1 54.2 -58.7 Exposure Category: D 6 95 x 80 Int 7 52.78 20.89 1.03 68.65 0.9 -1.0 49.0 -53.6 Velocity Pressure Coef.(Kh): 1.27 7 36 x 80 Int 7 20.00 1 14.81 1 1.03 68.65 0.9 1 -1.0 1 52.4 -57.0- ASCE 7-10 Ch.30.3.1 Table 30.3-1 Directionality Factor(Kd): 0.85 Topographical Factor(Kzr): 1.0 Structure Information Of o��ry hd mea 0 Risk Category: II Building Classification: Enclosed Int.Pressure Coef.(GCpi): 0.18 ASCE 7-10 Table 26.11-1 Mean Roof Height(h): 50 ft. Roof Slope(0): Flat •• ••• • • • • • •• Roof Slope Coefficient(0c): 0,9 • • •• • • • • • • •• • • • • ••• • Min.Building Dim.(L): 90 ft. ••• ••i ••i ••• i i ••• End Zone Distance(a): 9 ft. • ••• • ••• ••• • Prepared in a=rdance with: I.THBNFO bgTpNBNT OED TpPROV� PRESS R FO EPURP.EO•THENSFA LATDNOFOLA2FDUNRS&OPENNOPROTECTpNASPROPOSEDANDPAOVmEDBYOTHFA3NOCFATFGATON,FI Q KL BENNARDO,P.E. EXPRESSED CRlW'L®. OpFFA EOASTOTH VAL O APPCIC ANY O S18IFMOR CONRONQJTUSED ALONO WmiTH6EPRES6URe;.ALL PRODUCTSSHALL BENSfALLEDN SIACTACCORDMICEW N ASCE 7-10.Section 30. Wind Loads-Components and VALDFLORDARIODU A}PROVALSAND T EPR Q$ Rn E$jr s�LavrATGNs G5�9 Cladding 2.NOCERT�C••N Ofl R•EW BOFFE•�•TTHE wOPOBEDUNRSRStfANYEG�ESSREQU6 EI�NTSA LHiRE5SB5U6ARETO SEADORES6ED BI HEPER AITNOCONTRACTOR ANDTHELOCA&ULLDNOOFFq S 3.THEHOSTSTRUCNFIEBASSUKEDTOSEADEDUATETOWTrHSrANDTHELOADSP�WI SDEMNASWORKREPLACESO(STNGFRANWG,OROPENNOSDEMNEDANDCMTF EWMENGIN OFRECOROI FEB � Florida BuildingCode 2010 ed. THECONTRACTORSUEDNG OFFICIAL SHALL WRIYTHATTHESUBSTRATEEJ9CM DURING WORKBSOUND FOR NSTALLATIDN OFTHBSYSTEM.F DEFCENCISSAREFOUND N THESSTTNG HOST STRUCTUFIRTHIS -�F {i Ofl THEEOR SIALLBENOTFED BEFORECONTNUNG CONSTRUCTION AND RESERVESTHERIOHTTO RE-NSPECTAND REEVALUATEDESCN.NOWARRANTYEITHER EXPRESSED OR IV.FLED.BCONTANED HERSH. tl B ,LS_ ©2015 E-Tempest.com < DIMENSCONTRANSARESCTOROVERFY LLUSTR TEDEMN FORCESA NSOfALU DESIGN CRRHil4THEYMAYVARYSLKiHTLY.TOTHEEXrENTTHATTHEOPENNGAREABNOTSMALLER THAN S%OFTHEENGNEERED DESIGN. S.EVGNEERSEAL•F.�HEETOVALDREB!lRUAUfl�•"NX.WNOI.RY.USEOFTHBSPECFr.lC BYGONTRArMR.etaLNDEMNFE8&SAVESHARM MSTHSENG EER FOR ALLCOST&DAMAGESNCLUDNG ID:paradiseext-PMARICARMEN&JOSE LEGAL FEES&APP%ATEFEWRESULTE0 FRWMPWRIAFORCATI•V.SYSTEM•tECTCN,&CONSrRUCnON PRACTIOESBEYOND THATWHCH BCALLED FOR BYLOCAL.STATE&FEDERAL CODES&FROMDENATCNSOFTHB LUIZ 6.ENONEEANO H OT B NFOi�PLAN. •ATCN�1 NTppNFJEDYYERFdJBRASEDONCONTRATOMRSUPPLEDDATAANDNESUREMENTSENGNEERNOEXPRESSSHALLNOTREII.RESPONS®.EORLIABI.EN CERT OF ANYWAYFORERR CU ATE TA�MEAS7AEMENT$.y(ORIt¢I�L+BEFgDVERFED PRIOR TO CONSTRUCTION.ENONEEPNGEXPRESSSHALL BENOTFEDANDONENANOPPORTUNRYTOR&W&UATEOUfl WORKUPONDECOSERYOF"NA&�HA TC Cfl 111CDDD 0.M�OIDF�P.AAAR�T�pp6NOFEXISTNGFELDCONDmDNSANDFA rATCNANDNSTALLATCNOFMATERW& WITH RAISED ENGIN EAL 02/06/2015 Page 1 of 1 T.EXCEPTASE7ff nR♦i�7yY@O�EOHERE•,NOA II IONAR7.T�IOA�DNSOR MATIONSAALTERATION.ADDBIONSOR OTHER MARKNGSTOTHBDOCUMTARENOTPERWnED AND NVALIOATEOUR CERTFCATION• VALID FOR ISI JOB ONLY e son m ® ® '®.. �, F A.� .moi ♦ ® WE a A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Comer Zone-10%of least horizontal dimension or 40%of the mean roof height,whichever is smaller,but not less than 4%of least horizontal dimension or 3 ft. OPENING (Location) IS THIS A PRODUCT PRODUCT APPROVAL REQUIRED OPENING MAXIMU ROUGH MULTIPLE ARE GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M WINDOW LOCATION Corner Zone WINDOW ACCEPTANCE OPENING SHUTTERS NUMBER or Interior OR DOOR TYPE NUMBER + PSF + PSF TESTED MULLION ( ) (-)PSF { ) (-)PSF SIZE DIMENSIONS REQ YIN/NA REQ YM 1 Int Window 3/8"Lami►c 11-1117.05 75 100 54.4 -59.0 72x48 65x25 Yes No 2 Int Window '/"L—"G 11-1117.05 75 100 54.4 -59.0 72x48 65x25 Yes No 3 Int Window 3/8 Lami 13-1024.04 90 160 54.2 -58.7 47x76 35x50 Yes No 4 Int Window 3/8"Lami 14-0714.05 62 62 52.4 -57.0 53x84 58x50 Yes No 5 Int Window 3/8 Lami 13-1024.04 90 160 54.2 -58.7 47x76 35x50 Yes No 6 Int Door 716"Lami 12-0130.08 60 75 49.0 -53.6 353x98 95x80 Yes No 7 Int Entry No,Included Not Included 52.4 -57.0 36x80 • •• • • • • ••• •• ••• •• • • • • • ••• • ••• ••• s •• • • •• • • • • • 0:0 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a' 14'®�E MIAMI-DADE COUNTY e 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 E NOA wwiy.miamidade.gov/cera/ Innovative WrTA LC 1801 Corporo nton Bea COPE: 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 1 i rr' C I N• S ri �� 0 1/ O6 " laminum �ed ieries �1 ��®ri�zontal PROVAL DOCUMENT: Drawing No. 6- 3,tSliding Wdw."sheets 1 through 6 of 6,dated 09/27/06,with revision B dated 10/05/11,prepared by Al-JFXpoq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade Cpuntx Produdt rviafrol ...... Revision stamp with the Notice of Acceptance number and expiration date by the%dint-Dade.Couaty •• . .... . .. ...... CS IS E IMPACT T G: L�perma�nent al sMe pact ABELING: Each unit shall ear be witanufacturer's namtgrlp-90,cit$,U98, ..... model/series,and following statement: "Miami-Dade County Product Control Approved,unless o0 rwise••.•• noted herein. ..• •••• •••••• RENEWAL of this NOA shall be considered after a renewal application has beeirifit&f Ind.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 ism acevisiom of Jange� •••' in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an e;dOrsetnent 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#09-0707.02 and consists of this page l and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 11-1117.05 1DPD; t Expiration Date: February 22,2017 Approval Date: February 09,2012 P...1 Innovative Window Conceuts,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W06-63,Sheets 1 through 6 of 6,titled"Series 2041/2062 Alum. Horizontal Sliding Wdw.", dated 09/27/06 with revision B dated 10105/11,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test,per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 6) Force Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window,prepared by American Test Lab of South Florida,Test Report No. ATL-0720.01-06,dated 08/22/06,signed and sealed by Henry Hattem,P.E. (Submitted under previous NOA#06-1020.05) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 2021-94 ----� 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 2Q-94 •••••• 8608:6 6)Forced Entry Test,per FBC 24113.2.1, TAR 202-94 :'. '. •• ...... .. ...... along with marked-up drawings and installation diagram of a fio'0*01a1 sliding • window, lazed with 5/16"HS and 7/16"HS laminated lass •••••• g glass,pxppared b�American. • Test Lab of South Florida,Test Report No. ATLSF-1023.01-06,•dafed 11,E 1 1X06, ••;••• signed and sealed by Henry Hattem,P.E. and William R. Mehnet;P;E. .' :•: ""' (Submitted under previous NOA#07-0103.09) (FOR REFERENVE ONLY)• •••; . . . . ...... C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FPC;2Q07 • and FBC-2010,prepared by Al-Farooq Corporation, dated 6/11/09,revised'a'hd' updated on 09/07/11,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs (PERA). Ma Gel Per PIE. Product Control BOvaider NOA No.11-1117.05 Expiration Date: February 22,2017 Approval Date: February 09,2012 E- 1 Innovative Window Concepts,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. 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. 2. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont ButaciteO PVB Interlayer"dated 09/08/11,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance,complying with the FBC-2007 and FBC-2010,and of no financial interest,dated 10/11/11,signed and sealed by Javad Ahmad,P.E. 2. Proposal No. 11-1159 issued by Product Control Section, BNC, dated September 30, 2011, signed by Manuel Perez,P. E. G. OTHERS 1. Notice of Acceptance No. 09-0707.02,issued to Innovative Window Concepts,LLC for their Series 2041/2062 Aluminum Horizontal Sliding Window—L.M.I.,approved on 11/11/09 and expiring on 02/22/12. •••• . . 0000 0000.. 0000.. • 0000.. 0000 .. • 0000 . .. 0000. 0000.. 0000 0000. 0000.. • • . • 0000.0 0000.. . . 0000.. .. 0000 • Manua erez Product Control Exa ne NOA No.11-1117.05 Expiration Date: February 22,2017 Approval Date: February 09,2012 E-2 . . ... . . . ... .. .. . . . .. .. . WINDOW WIDTH •8 1 : . . • DX�/ER-.HEAD/SILL• •WINDOW WIDTH A • • • • y. ... . P a i. I it 11 c�i % % II•• • • II •• II.•• •• I.O. LL C jyj••� • • • y�i�II•• • � � L7 p c.4i __ -N - -i/�O • • 00117 1N = S-4 n u eo J 0 W a 3 �J I I I I II \p Q ir Ia EQUAL LITE WINDOWS z ii n m (XO OR ox MES) --��-- --ir----- WINDOW DIMS. WINDOW WIDOWN HEIGHT 72' 24' c v 72' 38• I �p ss-1/r ss• # 41 3/8"MA. O O72• .L.OPG. D.L.OPG. U 59-3/8` 80' 74' 28• 28;7/8MAX. 74• 38-3/8' VENT WIDTH 70-3/8' 50-S/ TPICAL ELEVATON24'MAX mNVMZ a°N�D m al' � QoZr. MAXIMUM DESIGN LOAD RATING =+ 75.0 PSF Z--1 (FOR sR6 SHOWN ABOVE OR SMALLER) - 85.0 PSF Z8O THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. I 3ERIB8 04 m SHUTTERS ARE NOT REQUIRED. 0 Same Glass on Both Series MAXIMUM DESIGN LOAD RATING =+ 75.0 PSF SERIES 2041/206 (FOR SIZES SHOWN ABOVE OR SMALLER) - 100.0 PSF ALUMINUM HORIZONTAL SIJDING WINDOIV \, SERIES 2062 APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE SILICONE y SILICONE o COMBINATIONS OF H.S./H.S. OR HORIZONTAL SUDING WITH OTHER DOW CORNING 995 DOW CORNING BBS NOTE: MIAMI-DADE COUNTY APPR'O WINDOWS USING MIAMI-DADE COUNTY GLASS CAPACITIES ON THIS SHEET ARE 20 11 APPROVED MULLIONS IN BETWEEN. 3/18'HEAT STREWD GLASS 3116'HEAT STREN'D GLASS BASED ON ASTM E1300-04 (3 SEC. GUSTS) LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. •090"INTERLAYER I 080"INTERLAYER DECLARATORY STATEMENT DCA05-DEC-219 BUTACITE PVB BY'DUPONT' t SEKDWGIAS BY*DUPONT' S THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE '3/18'HEAT STREWD G 3/18•HEAT STREN'D GLASS 0 0 REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007/2010 EDITION INCLUDING i m z tl1 $ HIGH VELOCITY HURRICANE ZONE (HVHZ). °c a m WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER 25 5 n jl j1 LOADS TO THE STRUCTURE. H I .I j .j •ol ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS I �i :I �I F^9= VAe'>v PRODUCTRBVISED n e EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 21 Ij Ij 21 ij Ij 1�._ aslYHl9�vi1h6roP1711da a -flA PE 8'.70892 3 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS CAN.5838 Ampliltm 1C� 8 ARE NOT PART OF THIS APPROVAL I HxPh =DAl0 o)7 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 28 � M HY i MATERIALS-INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME INTO SERIES 2041 SERIES 2062 Iha4aM drawing no. CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS W06-63 OF 2007 FLORIDA BLDG. CODE SEC11ON 2003.8.4. GLAZING OFfTIONS 0 12 2011 ' sheet 1 of 8 . . ... . . . ... .. .. . . . .. .. . Ill'MAX. 111'MAX. WINDOW WIDTH . . • •.• •• • DOW WIDTH �Y 2 ANCHORS : ••• • •• ••. • 8 2" •••® 2 ANCHORS MTG. STILE ENDS 4 i/2" MAX. Z MAX. ®MTC.STILE ENDS 4 1 MAX. A HEAD/SILL AT 3'O.C.T(P. FAp SILL • • • • 7d H SILL . AT 3°O.C.TYP. HEAD/SILL ] COR • ••• •• A CORNERS e a !I jl a .• • • • • 00 11 II II • • • •�� • • II 17 I' �O a =�nnC_-___- ID� �.� •__•_--`_1uu1_-._-D_-_- -_•__.�_-_�RIIuII--// IIIuIII \p __ 41 tl T I . i O P r<4 4 4 o 41> II J rr II 11 II 11 II II II II -- ❑ -- j-- ---rr-- II "T B ii ii ii II 11 Z W n t _ i Z y� �Q O "^ 32 3/8°MAX. 32 3/8 m G'{ 24"MAX. 49 7/8"MAX. 24' m CI U N D.L OPG. D.L OPG. D.L. OPG. $ D.L OPG. D.L.OPG. D.L 2�5 Q r 4 37 1/4`MAX 37 1/4"MAX. 28 7/8'MAX. 28 7/8"MAX. _ []Q VENT WIDTH VENT WIDTH VENT WIDTH VENT WIDTH Z U m TYPICAL ELEVATIONSo 0 N Z m Z.to0. �.1 Z10 07F 0 MAXIMUM DESIGN LOAD RATING =+ 75.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - 85.0 PSF SERIES 2041 MAXIMUM DESIGN LOAD RATING =+ 75.0 PSF (FOR SIZES SHOWN ABOVE OR SIMLLER) - 100.0 PSF SERIES 2062 NOTE: a GLASS CAPACITIES ON THIS SHEET ARE o• g BASED ON ASTM E1300-04 (3 SEC. GUSTS) t0 AND FLORIDA BUILDING COMMISSION °c<m DECLARATORY STATEMENT DCA05-DEC-219 Engn JAW*49AAD q 9 PRODUCTlt11VT H 3 FIA.PEmAyL 70592 205eomp7gtr"w@7711ro � CAN;3s3e 844mg Codo �. 17 �� By Pfe� drawing no. OCT42 2W06-63 on she.7 2 I� 6 . . ... . . . ... .. .. . . . .. .. . 1/2"MIN. METAL �u STRUCTURE 7BY • • • ••• • ••• 2 WOOD BUCK �I WOAD BUCK TYPICAL.ANCHORS • • • • • • • •• • OR gg SEE ELEV. FOR SPACING • • •• WOOD UCTURE O 3 d; •d d 1a IN.. • MM-RADE COU10'IY AP D j • • Z '•a ' <. • MOLLION k M11��1J.jjpp�� FI a z Ed • SK•5lPARATERVDl� • ••• • !� 7d" Ed Ed a o ------------ '• °a • • �� LL O1 • ••• • • to •• • • • • �Ln •• Q 0&aa 10 \ — 0�� I:I TYPICAL ANCHORS Q R Ij Ii ii li SEE ELEV.FOR SPACING LL 2 W G Ii I! a I' !� TYPICAL ANCHORS Q I: I; SEE ELEV.FOR SPACINGLj W000 BUCKS AND METAL STRUCTURE NOT BY I.W.C. O MUST SUSTAIN LOADS IMPOSED B1 GLAZING SYSTEM a it i Ii AND TRANSFER THEM TO THE BUILDING STRUCTURE. i ii l ii TYPICAL ANCHORS: SEE ELEV. FOR SPACING z " �� II ii !I ii 1./4" DLA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-156 KSI U C PG 'I i! iii INTO 2BY WOOD BUCKS OR WOOD STRUCTURES o O ij i ii!i 1-3/8" MIN. PENETRATION INTO WOOD = O 4 a THRU 1BY BUCKS INTO CONC. OR MASONRY Z 3 g i! ii ii ii a 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 6 DIRECTLY INTO CONC. OR MASONRY Q j m ri 1-1 4" M I 0 C NC. OR MASONRY Q z it i1 it it � 1 z O-- #14 SMS OR SELF DRI •IN SCREWS (GRADE 2 CRS) Z to INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") Z 0 m !I !1 I I INTO METAL STRUCTURES I:t: i! ii I STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) i. i. 9 1D11 ,i ,i (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Ed = ANCHOR EDGE DISTANCE iI 3 II it ii ii i I' INTO CONCRETE AND MASONRY = 2" IN, o ! `! 14 INTO WOOD STRUCTURE = AS SHOWN 18 INTO METAL STRUCTURE - 1/2" MIN. �g 73 CONCRETE TN HOLLOW/FlLLED BLOCK fm - 2000 PSI MIN. m� 2 0 8 B SEALANTS: •,� 8 0 N ALL JOINTS AND FRAME CONNECTIONS SEALED WITH o<m 4 4 SCHNEE MOREHEAD SEAM SEALER SM5504. WEEPHOLES: Ener.JAVAO D PRoDucr RBYLSBD a d " W1 = 1-5/8" X 1/4" WEEPHOLES AT 7-1/8" FROM M CIVgIL s2 ��&6 EACH END AND 24" O.C. WITH WEEP COVER CAN.753a — d Ea W2 = 1" X 1/4" WEEP SLOTS UNDER FIXED LITE AT °�°° T7 g 4y W2 24" O.C. By o � MI®d 1'radact drawing no. TYECALEL ANCHV. ORS W3 - t" X 1/4" WEEP SLOTS ON VENT AREA AT W06-63 5" FROM ENDS AND 7-3/4" O.C. T 12 2011 sheet 3 of 6 .. .. . . . .. .. . ,/a•MAX © DO +/a•MAX. SHIN VENT WIDTH SHIM r •i• + ♦• I 19 B WPICALOANCHu D.L OPG. T ' � • •SEE£LEV!FOR�SPAC�VO • • Z $ METAL i .:`• •• ••• ••• o STRUCTURE v fX a •• ••i f• ♦ i i a • • 1e 9 1a s i_ : : :• • + �� n Ito --�11 --scPEEN oPr. ------- ° 5 EXTERIOR 8 D.L.CPO. WINDOW WIDTHLi UT TYPICAL ANCHORS XO LAYO ,BYOX OPPOSITE WOOD BUCK ELEV. FOR SPACING Z lyl I O ,/a MAX. z /a•SHIM C p O SHIM MAX. VENT WIDTH VENT WIDTH D.L OPO. D'I" '• TYPICAL ANCHORS Q WOOD BUCK 1 "1 RN Z$ O LSEE . 57RU _-_ -=_=- Q i3 mm aoZ� _ 0Z� 00 --------SCREEN DPT. ------- ------ ---- OPr.------ o.L oPc. WOOD BUCK v g EXTERIOR WINDOW WIDTH Y TYPICALANCHORS XOX LAYOUT u SEE ELEV. FOR SPACING MIAMI-DARE NUWONCOU APPR,D SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING c• 20 D-8 W am Engr:JAVAD AHMAD 'PRODUCT REVISED Q •ti FlA Ssae°� f eseum00%i mdwFlorida i LURE BAS�0� — y. Dau /y gy 0 ------------- Miami PwdW drawing no. EXTERIOR W06-63 wNDow WIDTH WINDow W9I)1F1 OCT 12 Z01f sheet 4 of 6 . . ... . • . .•. 3,095 - r` 1.094 ITEM PARC @ QUANTITY DESCRIPTION MATERIAL MANE./SUPPLER/EEMAEXB 1 021 . 1 IIF1� • 8083-TB �1�1 .825 2 OSI-OM • 1 BASE . •• 6083-T8 = -}!" 3 04-0;s . 1 SILLS INSERT • 8063-T5 Z n 1.295 1.825 4 ox-oft t 4 COVER•.• • 6063-TS r0 2.795 .082 .062 I 5 021-006 2 FRAME JAMB 6063-T8 r T .-I 8 _ 022-007 1/VENT FOXED MEETING STILE 6063-TS - LOGO I 10 VENT TOP/BOTTOM RAIL 7 022-004 t/VENT VENT SIDE I 6083-T5 - d I 8 022-0 1 SDE NULL. • SG83-TS LL 2.688-I-II 2.467 9 021-0110 4/0%M GtOIZINs 1&D 8083-TS - 08 a 10 021-003 2 TOP/SDTTOM RAIL • 6063-T5 - v�y G d O1 FRAME HEAD 11 021-0301 1/AVENT WATERSHEIR 8063-TS - V&�� gygygy .082 12 022-038 - SILL RENFORCEMENT, 12"LONG 6063-T5 1/MTG. RAIL& 1 BELOW FDX. 0 IL h 3.095 1.884 13 0217018 1 TRACK ALUMINUM 1.104 14 014-004 2/VENT WHEEL HOUSING ASSEMBLY RIGID PJC M&M PLASTICS Q 3 _ ��JJ 15 004-002 2/VENT SWEEP LOCK(PO207) SULLIVAN&ASSOC. 18 006-014 AS REOD. ASSEMBLY SCREWS ST/ST 08 X i"PH SMS t 1228 -- - --- 7.487 17 OM-031 4 MTG.RAIL ASSEMBLY SCREWS ST/ST 010 X t'PH SMS 18 016-002 AS READ. .187 X 170 WOOL PILE W/FON SEAL FELT ULTRAFAB 2.750 O VENT SIDE PULL 19 023-001 AS REQD. .187 X.270 FOAM FILLED BULB VINYL AMESBURY 20 012-004 AS READ. GLAZING COMPOUND SILICONE DOW 995 w 2.024 .082 2.487 21 OIS-008 AS READ. 1/8°SPACER ACRYLIC FRANK LOWE RUBBER U 22 012-X01 - SM5504 SEAM SEALER - SCHNEE MOREHFAD 0 ID.-. L26 010-014 AS READ. BAFFLE NYLON M& M PLASTICS U umi 010-015 AS READ. WEEP COVER NYLON PREFERRED ENGINEERING 3, M 2.046 015-001 AS READ. .185 X 220 BULB GASKET(OUROMETER 7513) VINYL MASTER IDOL = O O2 FRAME SILL BASE 1.104 010-002 2/VENT END CAP ACEM M& M PLASTICS z 3<� SU .070015-010 2/LITE 1/8'X 1/2'SETTING BLOCK(DUROMETER BStS) NEOPRENE FRANK IOWE RUBBER g �_ -�, 'Z m0� 4oz 7OVENT SIDE INTERLOCK x^1.062 O r-1.875 Lo t3 SILL TRACK 083 .082 -1.845- 1.138 .8451.838 3.189 3.317 L� 2 I UC 2.894 1.151 3.082 Ltill - 1.885 1.687 O F1XED.IVTG. STILE ® FRAME JAMB c•8 o ^g 2.108 T $ O3 FRAME SILL INSERT .295 -1.333 0<<m 0 2.472 .ole .265 Eo, IAVAD AHMAD PRODUCTRBVISIM .eat 1.563 ,082 1.276 FIA Pr&r2 e4w°�PtyM$withdWF g 1.59Coft 7 .871 S � C.aN.-3538 NO ,� ^ I LIMT1.181 050 bbblllBY pmdnet no. 1.862 .90.3 t2 -SILL REINFORCING 4 FRAME SILL COVER qOcTs* 2011 o;9_ 5of 6 Q O tt WATER SHED U9 GLAZING BEAD 5 of 6 ahefit . . ... . • . ... .. .. . . . .. .. . . . . . . . . . . . TYA • • • • • •• • •• Z °D J o • •• • • • ✓ G • • • • • a i • • • • • • • •• • p 4 QQ =a FRAME TOP CORNER Z h Z VENT TOP/BOTTOM CORNERS U N M 3 � Y z3 4 Q N m Oz za O zL � 18 g IrO;; yG(3 A�3 o o•$� 0a 0 I .- V(0.AHYAD PRODUCT REVISED ro 30 17 FLA. CAN.35�e adwCodewahum Alartde $ 3 FRAME BOTTOM CORNER O Prodi drawing no. 06-63 DZED MIG, RAIL QQRffS ZOil W - sheet g of 6 'MIAMI-DARE MIAIIII-DADE COUNTY EMI 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 C`jl' OA www.mlamidodegov/econom43MAN'TCE, epts,L C6PE: 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 Zile itrr 'n t V o ' 1 mHn 2rs" AE APPROVAL DOCUMENT: Drawing No.W03-95,titled"Series 1072 Alum. Single Hung Window (S.M.I.)",sheets 1 through 6 of 6,dated 10/20/03,with revision H dated 10/01/13,prepared by A14WQoq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade Corvrty Product Coratio1 ease** Revision stamp with the Notice of Acceptance number and expiration date by the M18mi-Il;ade Cebnty• • c t' c •••••• • •• •••••• • I I E C ING: �apeffnanent Im act es starrt •••.••LABELING: Each unit shall bea wit t a facturer's naw.of logo!ctty.)%tate,.•••. modeUseries, and following statement: "Miami-Dade County Product Control Appro�e�'J unles,of1wirwise•• ••• noted herein. •• •• •• • •••••• RENEWAL of this NOA shall be considered after a renewal application has beer>:fil U and there Lias been•••0 0• no change in the applicable building code negatively affecting the performance of thits prgduct. ;••• • 1`ERMINATIUN of this NOA will occur after the expiration date or if there has boeEi a revision or'ckange:•••• 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#12-0301.05 and consists of this page i and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. —� � NOA No.13-1024.04 MIAM!UnaCOUtVTY Expiration Date: February 19,2019 Approval Date: December 26,2013 l Pagel Innovative Window Concepts,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03-95, Sheets 1 through 6 of 6,titled"Series 1072 Alum. Single Hung Window(S.M.I.)",dated 10/20/03,with revision H dated 10/01/13,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Small Missile Impact Test,per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading,per FBC,TAS 203-94 6)Force Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,prepared by American Test Lab of South Florida,Test Report No. ATL-0422.02-03,dated 07/24/03,signed and sealed by Henry Hattem,P.E. (Submitted under previous NOA#03-1201.04) C. CALCULATIONS 1. Revised Anchor verification calculations and structural analysis, complyink soitk FBS- 2007,prepared by AI-Farooq Corporation,dated 10/20/08,signed qt14 sealed!by 0000:0 Humayoun Farooq,P.E. ' (Subinitted under previous NDA#08-1210.02) 2. Glazing complies with ASTM B1300-040000 .. 00.0 0 e 0 . 0000 . .. 0000. D. QUALITY ASSURANCE 00009. 0000 00006 1. Miami-Dade Department of Regulatory and Economic Resourct§(R'ER) 00 6666:6 .0800. 06• 0 . . . 080008 E. MATERIAL CERTIFICATIONS 0••••• 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont D'eNbliburs&C0.3 Inc.:e for their"DuPont Butacite©PVB Interlayer"dated 04/11/13,expiring ori.12/l 1/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) for their"Satlex Clear and Color Glass Interlayers"dated 03/28/13,expiring on 05/21/16. Manuel Irleft ,P.E. Product Contr _L,x#ahier NOA No.13=1024.04 .Expiration Date: February 19,2019 Approval Date: December 26,2013 E-1 i Innovative Window Concepts,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010, and of no financial interest, dated October 02,2013,signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No. ATLSF-0422.02-03,issued by American Test Lab of South Florida,dated 07/24/03, signed and sealed by William R. Mehner,P.E.and Henry Hattem,P.E. (Submitted under previous NOA#03-1201.04) G. OTHER 1. Notice of Acceptance No. 12-0301.05 issued to Innovative Window Concepts,LLC for their Series"1072"Aluminum Single Hung Window-S.M.I. approved on 05/10/12 and expiring on 02/19/14. ease e • Y •Y0• 00.00•0 00• • •• • • • s+e• • •• •see• • • • • 0%• ••aces a•e • i • fl"--41 i, r./ Manue/// Perez, Product Control Ex er NOA No.13-1024.04 Expiration Date: February 19,2019 Approval Date: December 26,2013 E-2 . . .•• . . . ... •• •• • • • •• •• • 4�090" ' WD GLASS •1/8'HEAT JTREN j•G64SS • ••• 1/8' HEAT STREN'D CLASS J CITE PV8 INTERLAYER A • • • ,' • Q T' • •_,p90 S4EX�EAR 4COL,GL41VWERLAYER .090'BUTACITE PVB INTERLAYER 3 • • BY EAWMAN CHEMICAL CO.'• • BY'DUPONT' 'Z / EAT STREN'D GLASS •. • • • • • • • • O SILICONE t •• .�T TEMP•CLASS ••• • 1/4-TEMP.CLASS E n zCORNING 995 z SILICONE z m SILICONE 66 f DOW CORNING 1199 DOW CORNING 1199 �(u Mn • • • • n i a� °i 18 - t 1•• t 1 18 C0`W��dy1 a 45 • • •• •• 4s p 1 ao a�3� N GLASS TYPE 'A' GLASSTYPE 'B' GLASS TYPE 'C' M.Z ui 1/8'HEAT STREN'D GLASS 1/8'HEAT STREWD GLASS .090'SAFLEX CLEAR&COLOR GLASS INTERLAYER .090'BUTACITE PVB INTERLAYER VJ1 n BY'EASTMAN CHEMICAL CO: BY'DUPONT' I v J R I 1/4' TEMP.GLASS 1/4'TEMP.GLASS g < SILICONE CAP BEAD SILICONE CAP BEAD N m i H DOW CORNING 1199 z DOW CORNING 1199 Z ,d v GLAZING TAPE z GLAZING TAPE , U M a I/8-IX 1/2'FOAM cv 42 '�- 1/B'X 1/2'FOAM = MANUF. BY RE BROWN n i MANUF.BS'RE BROWN i 3 pti3 it Z O W M 18 18 I� nZ I—¢ �d WO]nm OZ i� Q V GLASS TYPE 'B' GLASS TYPE 'C' GLAZING OPTIONS O SERIES 1072 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. c o APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE c o COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER W WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING °555 555 MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. P+ c m THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE WINDOWS RATED FOR SMALL MISSILE IMPACT. "' S 8 o REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY SHUTTERS REQUIRED FOR INSTALLATIONS UP TO 30 FT. OF GRADE HURRICANE ZONE(HVHZ). SHUTTERS NOT REQUIRED FOR INSTALLATIONS ABOVE 30 FT. o WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER c 4 LOADS TO THE STRUCTURE. ; I I E CML I'RQDUCTRBVISBD ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS Fu PE R 70 2 w complyh%with the FIM40 o C EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. C-AN.353a A�oa& �• ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE hmiw Onle�9 5 NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLYi8m. Browing no. MATERIALS'INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT Wl 03_95 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE f�P 1 9 4 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. oc ! f.�l� sheet of 6 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . UNEQUAL LITES WINDOWS UNEQUAL LITES WINDOWS 47 9/16- • •41.0.(TYX. uTf) •• ely DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY- PSP I1� • • � M STD.ANCHOR SPACING EXTRA JAMS ANCHORS • • • • • • •• • FLANGE DIMS. GLASS TYPE'A' CLASS TYPES'H'&'C FLANGE DIMS. CLASS TYPES'E'&'C • • • • • • 0 WIDTH I HEIGHT EXT.(+) 1M.(-) EXT.(+) INT.(-) w10TH HEIGHT EXT.(+) INT.(-) • • • • • • io 19-1/8" 80.0 90.0 90.0 _ 160.0 I9-1/81 90.0 160._0_ 24" 80.0 90.0 90.0 160.0 24" 90.0 160.0 0 v 26-1/2" 80.0_ 90.0_ 90.0 160.0 26-1/2' 90.0 160.0 11 1 n iv • R •-=- '___ • =nas 32' 50-5/8' 80.0-_-_90.0 90.0-----160.0 32" 50-5/8" _90.0 _ 160.0 • • • • � • • .1 37' (4) 80.0 90.0 90.0 138.4 37" (6) 90.0 160.0 ••• • • •• I,• n 40' 80.0 1 90.0 90.0 128.0 40" _ 90.0 160.0 • • • •• 1' • a 0 48" 80.0 90.0 90.0 106.7 48" 90.0 158.8 •�V • • •'sa- === dQa 53-1/8' 80.0 90.0 90.0 96.4 53-1/8" 90.0 137.0 p i� � 19-1/8' 80.0 90.0 90.0 160.0 19-1/8" 90.0 160.0 _ ,o 3 J 24" 80.0 90.0 90.0 160.0 24' 90.0 160.0 ^$ ==-rt==--n----a-== I' LL 2 yyy-0 26-1/2' 80.0 90.0 90.0 160.0 _ 26-1/2" 90.0 160.0 'z 32" 63• 80.0 90.0_ 90.0 160.0 32" 63" 90.0 160.0 `J N Q w 37' (5) 80.0 90.0 90.0 139.0 37' (7) 90.0 160.0 ------ -_-- - �-"'-� 40' 80.0 _ 90.0_ __90.0 128.6 40" 90.0 160.0 48" - _90.0 107.1 48' 90.0__ 140.0 ; 90.0 96.8 53-1/8" -90.0 125.6 o � C �� 3 �j n 19-1/8" 80.0 90.0 90.0 160.0 19-1/8" 90.0 160.0 a li I z W 24' 80.0 90.0 90.0 160.0 24" 90.0I $ U N u p26-1/2' 80.0 90.0 90.0 160.0 26-1/2" 90.0 46 7/8"MAX.32" 76" 80.0 90.0 90.0 159.9 32' 76" 90.0 - - -- i U37' (6) - - 80.0 138.J 37' O.L.O.(VEND(8) 90.0 50 1/8•MAX m 0o- 90.0 127.9 _ 40' 90.0 VENTWIDTHI �- 90.0106.6 48" 90.0 53 1/8"MAX. �53-1/8" - - 90.0 - -96.3 83-1/8' 90.0 WINDOW WIDTH I a m m 79-1/8' 80.0 90.0 90.0 160.0 1 O Z NO.O PARENTHESIS INDICATE UNEQUAL LITHS ORIEL TYPE 1 za" _86.0 90.0__. -90.0-- 160.0 ( ) ¢C7 0 NO. OF ANCHORS PER JAMB. y z e 26-1/2" g4• 80.0 -- 90.0 90.0 160.0 m O j.." 32• (7) ___ - 90.0 140.0 TYPICAL ELEVATION Ln ?�m✓" 37' - - 90.0 140.0 0 90.0 135.0 19-1/8" 80.0 90.0 90.0 150.0 24' 98• 80.0 90.0 90.0 160.0 26-1/2' (6) - - 90.0 160.0 g Co$ 32' - - 90.0 140.0_ Q•Gro 37' - - 90.0 140.0 ' NC. IN PARENTHESIS INDICATE 0 NO. OF ANCHORS PER JAMS. m T oIo NOTE: w m x GLASS CAPACITIES ON THIS SHEET ARE -� r' BASED ON ASTM E1300-09 (3 SEC. GUSTS) i PR0611CTRHVISHD n9�Jnv AND FLORIDA BUILDING COMMISSION E DECLARATORY STATEMENT DCA05-DEC-219 CAAL Building Code Ito"adds 'r FIA PE CAW'JSJ80 AOWPtWM No HXOration Vats 1q �a `7y 8 AZwni adeP aC>.nkmll-'} drOwingo no. 1 ? 211 W03-95 eneet C727=-f6 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • • EQUAL LITES WINDOWS EQUAL LITES WINDOWS 47 9/16" �V DESIGN LOAD CAPACITY- PSF DESIGN LOAD CAPACITY- PSF �U7� D.L.O.(FIX.LITE) ,_I�FASESCP�I.IINS • ••• • ••• m I STD.ANCHOR SPACING EXTRA JAMB ANCHORS W RL Ci • •• • � o FLANGE DIMS. GLASS TYPE'A' Guns TYPES'B'&' FLANGE DIMS. GLASS TYPES'B'&'C : � 3P YOB- • ,Ar• • : ••• Z � 3 YAOTH HEIGHT EXT.(+) INT.(-) EXr.(+) INT.(-) WOT14 HEIGHT EXT.(+) 1NT,(-) • • • • • • • • • 'O t }qq� 19-1/8' 80.0 90.0_ 90.0 160.0 19-1/8' 90.0 160.0 • �I �QQ Fj a 24' 80.0 90.0 _90.0 150.0 24" 90._0_ _160.0 26-1/2' 80.0 90.0_ 90.0 160.0 26-1/2" 90.0 160.0 32" 26' 80.0 90.0 90.0 155.8 32' 26" 90.0 160.0 _ A • D • �� • ��• 37• (2) 80.0 90.0 90.0 134.7 37" (3) 80.0 160.0 • oo �• • •-c•tr -i>s!--�s�rc r_ - Ito u 40' 80A 90.0 90.0 124.6 40" 9_0.0 160.0_ O• • • •i� •n ti • N V C 48' 60.0 _90.0_ 8_0.0 103.8 48" ~90A 155.8 F, ••o• • • Z M i q • ry p�,m g 53-1/8' 80.0 90.0 90.0 83.8 53-1/8" 90.0 140.7 � •• • • • •' � N•• •�• Sv'�C(Q.O 19 _ 90.0 160.0 19-1/8" 90.0 160.0 2$ 80.0 90.0 90.0 160.0 24" 90.0 _160.0 m p H �= IQ� 26-1/2" _ 80.0 _ __90.0_ 90.0 160.0 26-1/2" 90.0 160.0 i C �i �� it T?�i�rN1t s7- fit'{•. 32" 38-3/8" 80.0 90.0 80.0 156.3 32" 38-3/8" 90.0 160.0 37" (3) _80.0 90.0 90.0 136.9 37" 5 90.0 160.0 w 40" 80.0 90.0 90.0 126.6 40" 80.0 160.0 48' 80.0 90.0 90A 105.5 48" 90.0 180.0 n n o �i iir ii iv �s 53-1/8" 80.0 90.0 90.0 95.4 53-1/8" 90.0 158.9 n C _ _ _ _ 19-1/8" 80.0 90.0 90.0 160.0 19-1/8" 90.0 160.0 24' 80.0 90.0 90.0 160.0 24' 90.0 160.0 26-1/2" 80.0 90.0 90.0 160.0 26-1/2" 90.0 160.0 i U N m 1. so-s/a• aoA 90.0 90.0 160.0 32• so-s/e' 90.0 160.0 46 7/8"MAX. c� Z .t.� 37" (4) 80.0 90.0 90A 138.4 37" (6) 90.0 160.0 D.L.O.(VENT) 40" 80.0 90.0 1-_90.0 128.0 40" 90.0 160.0 50 1/8"MAX' {Ii per'23(i u 48" 80.0 90.0 _90.0 106.7_ 48• 90.0 156.3 vENr WIOTH I N Z-=o 53-1/8" 80.0 90.0 80.0-- 96.4 53-1/8" 90.0 135.2 1 53 1/8'MAX. ? ¢U 19-1/8" 80.0 90.0 90.0 160.0 19-1/8' 90.0 160.0 WINDOW WIDTH 0-m m 24" 90.0 90.0- 90.0 - 160.0 24" 90.0 1sob EQUAL LITES � �o z 26-1/2' 80.0-- -_.90_0-----90A,.-.- ...160.0- 26-1/2" 90.0 160.0 32' 83' 80.0 90.0 90.0 160.0 32" 63' 90.0 160.0 TYPICAL ELEVATION Iffi Z o 37" (5) _80.0 90.0_ _90.0 139._0 37' (7) 90.0 160.0 Lin Z 07 40' 80.0 90.0 90.0 128.6 40" 90.0 160.0 48" __80.0 90.0 _9_0.0 107.1_ 48' 90.0 138.7 53-1/8' 80.0 90.0 1 90.0 96.8 53-1/8' 1 1 90.0 118.3 19-1/8' _89.0 90.0 80.0 160.0 19-1/8' 90.0 150.0 24" ~80.0 _90.0 90.0 160.0 24" 90.0 160.0 R H 26-1/2" 80.0 90.0 _ 90.0 160.0 26-1/2' 90.0 150.0 32" 76' 80.0 90.0 90.0 1599 32' 76' 90.0 160.0 C p 37" (6) 80.0_ 90.0_ __90.0 136.3 37' (8) 90.0 160.0 m g� 40" 80.0 90.0 90.0 1279 40" 90.0 160.0 •?i 48" 80.0 90.0 _ _90.0 106.6 48' 90.0 1 129.1 53-1/8" 1 80.0 90.0 90.0 96.3 53-1/8' 1 90.0 106.2 NOTE: 'a, ffi N`== 19-1/8' eoo 9.0.0 90.0 1-70 19-1/8" 90.0 160.0 CLASS CAPACITIES ON THIS SHEET ARE S o'V�H o 24" 80.0 90.0 90.0 100.0 24" 90.0 tso.oBASED ON ASTM E1300-G9 (3 SEC. GUSTS) A 26-1/2' 8_0.0 90.0 90.0 160.0 26-1/2' 90.0 160.0 AND FLORIDA BUILDING COMMISSION i rw" x 32" 84" 80.0 90.0 90.0 160.0 32" 84' 90.0 160.0 DECLARATORY STATEMENT DCA05-DEC-219 -� 3T (7) 80.0 90.0 90.0 _ 1459 37• (E) 90.0 160.0 " Y 80.0 80.0 -135.-0 Eng,.JAVAD AHMAO PRODUCT RP.VISED 40' _ 90.0 b' 90.0 154.3 $ '3 48' 80.0 90.0 90.0 1125 48' 90.0 126.4 FLA PE 70592 B�NYNBTddt[be Ptmtde \ 3 CAN.3636 linildiag Code - 19-1/8' 80.0 90.0 90.0 160.0 19-1/8• 90.0 160.0 LA'xpireaimm 6f J$ - �' 24' 80.0 90.0 90.0 780,0 24' 90.0 160.0_ BY y •�� $0 26-1/2" 80.0 90.0 90.0 160.0 26-1/2' 90.0 10] 32" 86" 80.0 90.0 90.0 160.0 32" 96" 90.0 Mim ad4Product Controt tdAr/awinZg no. 37' �(8) _ 80_0 9_0._0 _90.0 _ _145.9_ 37" (9) 90.0 • NO. IN PARENTHESIS INDICATE n n qqnn `T�`540" 80.0 90.0 90.0 NO. OF ANCHORS PER JAMB. " R 1.11�� sheet 3 of 6 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 1BY roti WOOD BUCK • • • ••• • ••• m -4 " 8 d° e • • • • • •• • • •• a a° ,e • • • • 0 • • • • • • • • • • • • O " • ••• ••• • ••• • Ire' a ••• • • : • • ••• •• ••• 1 a � •• • � �•�I1Cf=S•• ANO fv%4L STRUCTURE NOT BY I.W.C. as ;i • • • YUSI SYSTAON LOADS WIPOSED BY GLAZING SYSTEM 29 •• • 4 AND•TRRNSPM*FHM TO THE BUILDING STRUCTURE. a 46 I 2 81.1`IrIr d TYPICAL ANCHORS: SEE ELEV.FOR SPACING LL v7 a O ' 1/4" DIA. ULTRACON BY TLCO' (F-177 KSI,Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES w 1-1/2" MIN. PENETRATION INTO WOOD THRU 113Y BUCKS INTO CONC. OR MASONRY i o 29 OPTIONAL To 1-1/4" MIN. EMBED INTO CONC. OR MASONRY w SPRING LATCH ... n DIRECTLY INTO CONC. OR MASONRY I$ a 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY g V N M a 1114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) i U n v a INTO METAL STRUCTURES O O 6 STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) z ALUMINUM 1/8" THK. MIN. (6063-T5 MIN.) Z� W (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I o z H 29 t 0 o]a #12 SMS OR SELF DRILLING SCREWS c O Z^ W i I INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. m .090`) >0o (NO SHIM SPACE) Z m $ LE TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. o INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. B ti 25 CONCRETE f c= 3000 PSI MIN. � MASONRY I m 1500 PSI MIN. o €9 9 1 u C 3 SEALANT: z O ALL JOINTS AND FRAME CONNECTIONS SEALED WITH i 7 30 SCHNEE MOREHEAD SEAM SEALER SM5504. h A-B N N 2 ooio919- G --a Erigr.,WVAD NUNAD PRODUCT REVISED •� ° a° CML m comply9ng with Il m Florida o FIA PE/70592 Building Code q��}� — — S CA.N.35]6 aEapittdl ��{?�}y� 88 • ° ° ° ° m•Dntetg�y v ° a frfimmi nde ProductQmtryi!-r I drawing no. 0 Z 2013 i W03-95 Lsheel 4 of 6 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . MM-DADS COUNTY MM NO. PART NO. QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REEUM APPROVED MULLION TYPICAL ANCHORS SEE SEPARATE NOA SEE ELEV.FOR SPACING 1 1-029 1 E H 6063-T5 ARCH ALUM. It . 00211L002 • • FRAME SIR• • 6063-15 ARCH ALUM. M 0 • Q61-005 .2 W.W,,�dE JAMS . 6063-T6 ARCH ALUM. •4 • • -007 • Illi.Wl. 6063-T5 ARCH ALUM. r 7d'I 6 022-004 1 VENT TOP RAIL 6063-TS ARCH ALUM. 7 022-0_01 1 __ VENT BOTTiO_M RAIL 6063-75 ARCH ALUM. _ O O v -- T 8 - 02100 .._.._2 VENT S — 6063-T5 ARCH ALUM. Q,G�ji 18 • 02WO10 •4/LITE. �AZIRG(iFAD•(7 16'GLASS) 8063-TS ARCH ALUM. Q:FO. u IBA 0021VOI :4/!E•DEP0. (5/16•GLASS) _ 6063-T5 ARCH ALUM. v n �.a 23 •Oath !-1 4AP•�T�Fi% •3'LG) 6063-TS ARCH ALUM. 24 025-000 2 ULTRA LIFT BALANCE CALDWELL MFG O a�o_ 24A 024-000 2 BLOCK&TACKLE BALANCE BSI o q7 25 006-007 2 SPRING ST/ST M0.SPRING Q 4i WINDOW WIDTH WWDOW WIDTH 26 004-005 UEK BRACKET STEEL CALDWELL MFG 27 010-001 SASH STOP RIGID VINYL_ MASTER TOOL Q W f 28 004-002 - SWEEP LOCK® 7-FROM ENDS METAL SULLIVAN&ASSOC. 29 016-001 AS REOD. FIN SEAL WOOL PILE ULTRA FAB TYPICAL ANCHORS 30 OZ3-001 - FILLED BLAB VINYL AMESBURY N TYPICAL ANCHORS SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING 31 _ 015-009 - CHIMNEY PLUG _ _CLOSE L FRANK LOWE RUBBR $ g VENT WIDTH 33 008-014 AS REOD. 08X1 PH PH SMS ST ' M DO D.L.CPO 34 _008-031 2/ENO ®10X7 PH PH SMS SL/ST -__ f o Z ,d v 1/4"MAX. ... -- -�-� -" __-"_- {z 37 012-001 - SEAM SEALER SM5504 ACRYLIC SCHNEE MOREHEAD O M 1/4'MAX. 49 SHIMS O 39 008-010 - - 88X!/2 UCFHPH SMS -__ ST/Sr - j= v 4 B 29 40 008-017 88X1 1/4 FHP_H SMS ST/ST 11 z p W 015-001 AS READ. BULB GASKET y- VINYL MASTER TOOL N Z s v o 42A 015-007 AS REGD. WEDGE GASKET VINYL 45 015-006 - 0.150 SPACER VINYL _.FRAM(LOWE RUBBR Of O Z _ a 45A 015-012 - .4 X.4 X.. SPACER VINYL FRANK!AWE RUDER Q U O .p _____ _.._.._. .. ___... —__. ♦- f I a 46 012-004 =_ OOW_1189 _ S6.ICONE DOW CORNING zO " P __4 . __ 1 _.. Z W I 48 0 1 0 -010 SASH GUIDE TOP RIOID PJ8 M&M PLSTICS N ? Opo 50 010-011 - SASH GUIDE BOT- RIGID PV8 M&M PLASTICS _ O WOOD STRUCTU 51 008-002 - 86X1/2 FHPH SMS ST/ST .... -41 55 003-001 AS REQO. ROLL FORM SCREEN FRAME ALUMINUM FLORIDA SCREEN __--_GREEN OPTIONAL. ---------------- �e 8 40 EXTERIOR ley 3D BUCKS Ps a ° p � 2 D.L.OPG. P c WINDOW YAOTH m�$ 4 TYPICAL ANCHORS SEE ELEV.FOR SPACING a ti 1/4'MAX. p p n o SHIM 4 OPTIONALTO Ts z BALANCE Enqr.JAVAO AHMAO CML 3 FLA.PE i 70582 CAN.15J8 pp METAL STRUCTURE rdrpwing np. I W03-95 SGREEN GAL! or n �nlf `------ sheet --f 6 •• •• • • • •• •• • • • • • • • • • • • 3.189 .287 .406-- 078 • • • ••• 33 i ••• / � a .094 •`5D0 • • • • • • •• • M 904 305 • • • I• •• • • • : *00 z 1.000 I • • •• f • • • • • �o / fl 1.998 1.151 • • •••I ••• • /, �' 33 a 875 .082 3.062 M; .062, 1.750 .457 L.078 Typ. 1.405 • • • ••• •• 3.239 • • • lz tT, • • • • • • O r • • • • • vo CD FRAME HEAD t• ,� • • • ••• �' �u rl.295-1 1.000 a FIXED MEETING RAIL i a ao 3 2.046 1.31 - I i Q b ii 7.104 .750 3.095 VENT TOP CORNER - ND .062 078 .562 epi 970 N ttP. 1.467 •052 t I._+ {Ij 1 07 ttP. 2.487 I--1.795�-I 1.000JL. = v M ole LLJ 3 FRAME JAMB 1.037 ga (g)VENT TOP RAIL $o 3.304 m a WA io 0Z� a.293 �.. a -'9.3 1.334 i y RIO a0 m a A --�F .078 2.666 2.401 1.000 .078 3.436 415 G' •094- 2.670 E6 C .535 1.715 .062 "7 •303 " / o N F F 062 TYP 1 000 I •`�"� b-.0939 I I z 1.104 I i 3.114 .903 bbb--- 2 FRAME SILL 7 VENT BOTTOM RAIL � 1.625 GLAZING BEAD*2M VENT BOTTOM CORNE1.010 .875lLFRAME CORNERS Enqr:JAVAO AM%D NRODUCT REVLWD17V0. a cmnplying wlm Ibo Flodda 303 RA PE/70592 Building Code d 1.094 .84a •� .970 1. f CAN.3538 Accepmnaa Nol t0 C qG .936 .078 ' � I ,t7>P. J, a.625 1.000 Miam'a P uct ol� drawing .6301- `W03-95 23 LATCH a VENT SIDE RAIL 88 GLAZING BEAD sheet B of 6 MiAM!•DADE MIA II--DADE COUNTY,FLORIDA o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOWC RESOURCES(RER) 11805 SW 26 Sheet,Room 208 BOARD AND CODE ADMINISTRATION DIVISION " T(786)315-2590 F(786)315-2599 T CE NOA .v+vw.miamidade.gov/economy L;2005 ovative Window'Concepts, L Corporate Drivey to Beach,FL 33426 OPE: 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 ER Product Control Section to be used in Miami—Dade County and other areas where allowed y 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 includin the igh Velo i Ht rri ane Zone E C T A s 1 0 0 02' A in m ii. d dw— I. APPROVAL DOCUMENT: Drawing No. W04-04, Series titled "Aluminum Fixed Window (L.M.1.)", sheets 01 through 05 of 05, dated 01/14/04 with revision "E" dated 07/08/14, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami--Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the MiagLi;-Dade County Product Control Section. . • .. . .... .... MISSILE IMPACT RATING:Large and Small Missile Impact Resistant '..° : :0. •• LABELING: Each unit shall bear a permanent label with the manufacturer's nWe:81 logo,*city,,state, 000000 series, and following statement: "Miami—Dade County Product Control Approved';Vim'*ss otherr w ise•noted ••••; herein. • • • • • so REVISION of this NOA shall be considered after a renewal application has beenefled•and there has-been +• ••• no change in the applicable building code negatively affecting the performance of tlrii ptdduct. °••• : •••°•• TERMINATION of this NOA will occur after the expiration date or if there has been s m*evision or change •° • in the materials,use,and/or manufacture of the product or process.Misuse of this POA.as an epl18"Ment • of any product, for sales, advertising or any other put-poses shall automatically tertAigte:his NOA..Wlure 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 slmall 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. 12-0216.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. NOA No.14-0714.05 MIAMfUADECOUtV7Y 'Sf Expiration Date: August 26,2019 Nam Approval llate: August 07,2014 Pagel Innovative Window Concepts,L.L.C. ' NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W04-04, Series titled "Aluminum Fixed Window (L.M.I.)", sheets 01 through 05 of 05, dated 01/14/04 with revision "E" dated 07/08/14, prepared by Al— Farooq Corporation,signed and sealed by Javad Ahmad,P. E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Small Missile Impact Test per FBC,TAS 201-94 5) Large Missile Impact Test per FBC,TAS 201---94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked---up drawings and installation diagram of a series 3062 and 3072 aluminum fixed "picture" window, prepared by American Test Lab of South Florida, Test Report No. ATLSF-0625.01-14, dated 07/07/14, signed and sealed by Stephen W. Warter,P. E. 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) Small Missile Impact Test per FBC,TAS 201-94 5) Large Missile Impact Test per FBC,TAS 201-94 0060 6) Cyclic Wind Pressure Loading per FBC,TAS 293-94 0 0 0 0 0 0 *see:* along with marked—up drawings and installation diagram of a-a&1 s304Q•gnd•3062 00 aluminum fixed "picture" window, prepared by American Test' O bf South Vlorida,•6•••0 Test Report No. ATL-0530.01-03, dated 06/25/03, signed ana*o`&ed by OWJ4am R.:...• Mehner,P. E.and Henry Hattem,P. E. •0 0 0 0• ; •0 6• 0 0 0 0. (Submitted under previous NOA No. 05-0706.05) • . • • as .. .. • 0000 0 C. CALCULATIONS 0000.. 1. Anchor verification calculations and structural analysis, coomglying �w�t -FBC;•••0 51" Edition (2014), prepared by Al—Farooq Corporation, d4gd V7/09/14,.Agned;0.00: and sealed by Javad Ahmad,P.E. • • 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). Jaime D.Gascon,7P.E. Product Control Section Supervisor NOA No. 14-0714.05 Expiration Date: August 26,2019 Approval Date: August 07,2014 E-1 Innovative Window Concepts,L.L.C. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice-of Acceptance No. 114624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlas@ Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.1.0 issued to Eastman Chemical Company(MA) for their"Safiex Clear and Color Glass Interlayers"dated 03/28/13,expiring on 05/21/16. F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with FBC Ste Edition (2014), issued by Al—Farooq Corporation, dated 07/09/14, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No. ATLSF--0625.01-14, issued by American Test Lala of South Florida,dated 07/07/14, signed and sealed by Stephen W. Warter,P.E. 3. Department of State Certification of INNOVATIVE WINDOW CONCEPTS, LLC as a limited liability company, active and organized under the laws of the State of Florida,dated 02/28/14 and signed by G.McLeod,examiner for Secretary of State. 4. Statement letter of conformance to, complying with FBC-2010/ 2007,,and of no financial interest,dated 01/13/12,signed and sealed by Javad Ahmad,P. E. (Submitted under previous NOA No. 12-0216.03) 5. Laboratory compliance letter for Test Report No. ATL-0530.01-03, issued by, American Test Lab of South Florida,dated 09/30/03, signed and sealed by William R. Mehner,P. E. and Henry Hattem,P.E. sees (Submitted under previous NOA No. 05-0706.05) • . . .... ...... G. OTHERS ...... . .. ...... 1. Notice of Acceptance No. 12-0216.03, issued to Innovative WfidbW Conceps, LLC:....: for their Series "3040/ 3062 Aluminum Fixed Window —XL'M I.", approved on:,,,.o • 04/19/12 and expiring on 08/26/14. ...... . ... ..... .. .. .. . ...... Jaime D.Gasco ,P.E. Product Control Section Supervisor NOA No.14-0714.05 Expiration Date: August 26,1019 Approval Date: August 07,2014 E-2 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... yy B"MAX. 12"MAX LT � 3a • • • FIT#@NDS •• /SILL SUR MUNTINS OO • • • • • • r • A (SURFACE APPUEO). o • • • • • •• • •• MAY BE USED 0 J • • • . 0001 0 d e C •• • • • •• • ••11 'I 4 •• :•• • 000 04 iii------ _____ �O t• o------ �y *0n a =mac==-• x===== Q W� , n� II 11 LLZ� u h =====a====== 1===== II �I 0 II I II I J i' N M B J a U N $ Z -t zU a Z 49 1/16' W $a J u. D.L.OPG. So 0 a p LL �42 QUQ vi3 WINDOW WIDTH ? d W� Z 0 a .THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. 000 Z SHUTTERS.ARE NOT REQUIRED. 17ESTE0 UNRTION O In In po V.j ZN m F Z DAYLITE OPENINGS: O.L.O. HEIGHT = WINDOW HEIGHT — 4.062" ALUMINUM FIXED WINDOW (L.M.I.� D.L.O. WIDTH = WINDOW WIDTH — 4.062" DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER SIUCONE SILICONE CHARTS SHOWN ON SHEETS 2 & 3. DOW CORNING 995 DOW CORNING 995 8 o v APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE 3/16`ANN.GLASS 3/16'HEAT STREWD GLASS R E 8 COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER .090"Interloyer 090'Interloyer c WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING •Safex Clear And Color GlassDuPont SentryGlas vq MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. By...'Eastman Chemicol Co.' By'EJ. DuPont De Nemours&Co.,inc.' 9 LOWER DESIGN*PRESSURE FROM WINDOWS OR MULLION APPROVAL 3/16'ANN.-GLASS 3/18'HEAT STREN'D GLASS PRODUCP RENEWED u camplying will the Florida WILL APPLY TO ENTIRE SYSTEM. Building Cade m $ Amptanee No ff z4. THIS.PRODUCT HAS BEEN DESIGNED AND'TESTED TO COMPLY WITH THE ? ? m E 011P"�° Zo� .REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 7 HURRICANE ZONE (HVHZ). d d cs II II h4iami Pnde Product Cnnlro` ro n 18Y OR 2BY'W000 BUCKS BY OTHERS, MUST 8E ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN AN DETAILS,ANCHORS I1 'I o 11 EngrJAVCmL AO AHMAD a EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING.OR STUCCO. Fta'PE CAN.]339 7!1392 c ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE v NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED INDESIGNOF ANCHORS INTO WOOD ONLY. SERIES-3040 SERIES 3062 drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT GLAZING OPTION 'A' GLAZING OPTION 'B' COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W04-04 :REQUIREMENTS OF THE FLORIDA BLDG. CODE. G PTIONS - sheat T of $ . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSP �l GLAZING OPTION'A' GLAZING OPTION 'B' W WINDOW DIMS. SERIES 3040 WINDOW DIMS, SERIES 3082 • ••• ••• ••• •• ••• WIDTH LENGTH EXT.(+) 1M.(-) WIDTH LENGTH EM.(+) INT.(-) • • • • • •• • • •• Z i8-1 8 62.0 62.0 19-1/8- 90.0' 120.0 • • • • • • • O 24" 62. 62.0 24' 90.0 120.0 L •.• ••• • •.• • �. y f 26-7/2' 62.0 62.0 28-1/2' 90.0 120.0 32' 62.0 62.0 32" 90.0 120.0 37" 62A 260 BZ.0 37' 90.0 120.0 3� %%fi •• • • • •• ••• •• 260 62.0 62.0 40' 40" 90.0 120.0 • • • • • • • • • O 480 62.0 62.0 48' 90.0 120.0 • • . . • .• • • In 14 53-1/8' 62.0 62.0 53-1/8" '90.0 120.0 ,NpjE; 00• • 0 • • • • • • 60' 62.0 62.0 _ 60" 90.0 120. WIDTH AND LENGTH DIMENSIONS CAN BE OQ - VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 76' 62.0 62.0 76' 90.0 IMO O 19-1/8' 62.0 62.0 19-1/8' 90.0 120.0 a 24" 62.0 62.0 24' 90.0 120.0 4 Z 26-1/2" 1 62.0 62.0 26-1/2' 90.0 120.0 I 32' 62. 62.0 32' 90.0 120.0 37" 62.0 62.0 37' 90.0 120.0 40' (4) 59.8 59.8 40' (4) 90.0 120.0 JUJ n (4) (4) J 48' 59.6 _59.8 48' 90.0 120.0 � n 1m 53-1/8' 59.8 59.8 53-1/8 90.0 120.0 60' 59.8 59.8 60' 90.0 120.0 v IN N m 73' 59.8 59.8 76' 90.0 120.0 3 Z 't 19-1/8' 62.0 62.0 19-1/8" 90.0 120.0 Z V M 24" 62.0 62.0 24' __90.0 120.0 S, $ Gi n 26-1/2" #3 5 62.0 62.0 26-1/2' 90.0 120.0 o 32" 62.0 62.0 32' 90.0 120.0 Le a Q U R 37' -5/80 _C62�A 62.0 37' 50-5/80 90.0 120.0 a m n 40' (5) .4 40" (5) 90.0 120.0 Z Of -48' 47.8 47.8 48' 90.0 120.0 Z U 16 R 53-1/8" 45J .45.3- 53-1/B' 90.0 120.0 �,r7Z 55' 45.3 45.3 80' 90.0. 120.0 ?N m 18-1/8' 62.0 62.0 86' 88.6 17&7 -� 24' 62.0 62.0 780 1 70.0 76.4 26-1/2' 62.0 82.0 19-1/8' 90.0 120.0 32" B3' 62.0 62.0 24' 90.0 120.0 37" (6) 62.0 62.0 26-1/20 90.0 120.0 40" 57.4 57.4 30 90.0 120.0 iZ 44" 52.1 52.1 37' 63" 90.0 120.0 o o 19-1/8' 62.0 62.0 40' (6) 90.0 120.0 $�6 24' �6:2.0 62.0 48" 90.0 120.0 TT 26-1/2" 76' 62.0 53-1/8' 90.0 120.0 I'RODUCI'RFNEWED &gill 32" (7) 62A 60' 70.0 87.6 ascwnPlVi,�wi9,11w Florida 37' 82.0 70' 70A 64.4 RuildinO Cod+: /A� /� acct ronca ina 14 O 4.O c•ffi N,Ei" ()INDICATE N0.OF ANCHORS FOR 19-1/8" 90.0 120.0 r ,`o 'a $n o s SHOWN DIMENSION 24" 96.0 120.0 _.�r u o m 1iy _ m 0<m 26-1/2 90.0 120.0 Minnd Dade roduct Con r-----� 32' 76' 90.0 120.0 $ 37' (7) 90.0 120.0 Engr:JAVAD AHMAO 40' 90.0 120.0 NOTE: FLA PE�jL 7o89a = 44' 88.5 117.9 GLASS'CAPACITIES ON-THIS SHEET ARE CAM.U ' 70.0 76.4 BASED ON ASTM E1300-09 (3 SEC..GUSTS). o 5 53-1/8' 70.0 76.4 2014 58' 70.0 70.0 drawing no. ()INDICATE NO.OF ANCHORS FOR W04-04� SHOWN DIMENSION beet 2 of 5 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... DESIGN LOAD CAPACITY PSF DESIGN LOAD CAPACITY- PSF DESIGN LOAD CAPACITY - PSF �U GLAZING OPTION 'A' GLAZING OPTION'B' GLAZING OPTION'B' • • • ••• i�7I'� ro NDOW DIMS. SERIES 3040 WINDOW DIMS. SERIES 3082 WINDOW DIMS. SERIES 3082 • • • • • • • YA LENGTH. EXT.(+) INT.(-) WIDTH LENGTH EXI.(+) 1 NT.(-) WIDTH � LENGTH- EXT.(+) 1 NT. t t •• • •• ••• • •• Z 24' 62.0 62.0 24" 90.0 120.0 24' 90.0 0.0 • • • • • • • 0 30° 62.0 62.0.- 30' 90.0 120.0 30' 90._0 120.0 • •• t•• • • • „ • fY a 36' \24) 62.0 62.0 36" 90.0 120.0 36` 90.0 1204 0 42' 62.0 62.0 42" 90.0 - 120.0 42" 90 120.0 Q 48' 62.0 620 - 48" 90.0 120.0 46' 72" 8.3 117.8 3 • • 5riff •• • • •• a 54' 62.0 62.0 54" 24" 90.0 120.048" (6) 70.0 76.4 •60" (262.0 . 62.0 60" (2) 90.0 120.0 54" 70.0_ 75.2 • - - • 66: 62.0 62.0 66" - 90.0 120.0 60" 70.0 67.8 • • • • • • • • pW 72' 0 62:0 72" 90A 120.0 61' 70.0 66.5 0,0& �• • • • • ••• •• a p>Q YE TI ANO LENGTH DIMENSIONS CAN BE ORIENTED o LLQ d VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. a a 78" - 62. 62.0 78° 90A 120.0 24' 90.0 120.0 � 84' 62.0 62.0 84° 90.0 120.0 30' 90.0 120.0 24" 62.0 N2O 24" 90.0 120.0 90.0 120.0 - gg AC 30' 62.0 30' 90.0 120.0 39' 84' 90.0 120.036" 620 36° 90.0 120.0 42' (7) 704 76.442" 62.0 42" 90.0- 120.0 48" 70.0 76.4 48° 62.0 48" 90.0 12. 53' 70.0 76.4 �I 54" 36' 62.0 62.0 54" 36" 90.0 .0 24' 90.0 120.0 tj 60' (3) _620 620 60' (3) 90.0 120.0_ 30' 90.0 120.0 a 66' 82.0 62A 68" -_90.0 120.0 34" 90.0 120.0 v W tp p 72" 62.0 62.0 120.0 36' (8) 70.0 76.4 3 Z dN- 78" 62.0 62.0 78 .0 120.0 42" 704 76.4 V M 24' 62A 62.0 84" - 90.0 120.0 46' 70.0 78.4 3 fit 30" 62.0 62A 24' 90.0 120.0 () INDICATE NO.OF ANCHORS FOR 041 36" 62A -624 30" 90.0 120.0 SHOWN DIMENSION 42" 48" 54.6 54.6 36' 90.0 120.0 Q n 48" (4) 47.8 47.8 42' 90.0 120.0 Z a 54" 47.8 479 48" 90.0 120.0 U O,y 58" 47.8 479 48" 90.0 120.0 Q Z 24° 62.0 .620 60' (4) ,0 120.0 Z N 000 W. 62.0 62.0 66° 9 k78�4 - 36` 80' 62.0 62.0 68' 88.3 42" (5) 54.6 54.6 72° 70.0 46` 48.9 .9 78° 70.0 24' 62.0 620 84" 70.030" 7Y620 62.0 24' 90.036" (6) 62.0 30' 80.0 0 €2 39' 8 58.8, 36" 90.0 120.0 0 24' 82.0 52.0 42" 90.0 120.0 0$ 30' 8462.0 62.0 48" 90.0 120.0 PRODUCTRF.NER'L•D 9 33° (7) 62.0 82.0 54" 60' 88.5 - _ 118.1 m complying with the Florida Build u18 Codo A _ 24' 62.0 62.0 62.0 62.0 55' (5) 86.9 115.9 Aacptaucy t:b_j 2+ 30' (8) 60' 70.0 67.6 �Z� w `�- ()"IN LATE NO.OF ANCHORS FOR 86 --70.0 OWN DIMENSION 72• 70.0-_ 67.6 Miami Da dc Prmioct Cnmw 74" 70.0 67.6 g . En9r:JAVAD AIAIAD NOTE: CIVIL T t GLASS CAPACITIES ON THIS SHEET ARE FLA.PE 170592C,& 3e BASED ON ASTV.E1300-09 (3'SEC. GUSTS). �§ a . c J 'nt4 drawing n0. W04-04 sheet 3 o/ 5 . . ... . . . ... .. .. . . . .. .. . . . . . . . . • . . . .• . . ... . . . .. TYPICAL ANCHORS METAL lt. u 1RY WOOD BUCK STRUCTURE 2 BUCK 1\ SEE NOTE ON SHEET 1 SEE ELEV.FOR SPACING • •• OR O TYPICAL ANCHORS MIAMI—DAIS W C•UN AM-ROVED• • • • WO�1• CTURE o MULLION&MOLDON AIICHOM • •• • • '_i ELEV.FOR SPACING SEE SEPA•ATE•NOA• • • • O 4 I • • • • • • • • • ZZ a 8 7 'I �I; i v N a � • • • •a • • • • a � a 11 i t B 2 TYPICAL ANCHORS W a d SEE ELEV.FOR SPACING TYPICAL ANCHORS Vi-•a:t0 SEE ELEV.FOR SPACING �K 3�N LLZ _ 1 dd O WOOD BUCKS AND METAL STRUCTURE NOT BY I.W.C. TYPICAL ANCHORS: SEE ELEV.FOR SPACING J o II MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4" DIA, ULTRACON BY 'ELCO' (Fu-177 KS1,Fy=155 KSI J r ,! !I AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES .-. ! 1-1/2" MIN. PENETRATION INTO WOOD ] a to uu THRU 1 B BUCKS INTO GONG. OR MASONRY 3 Z -,s- 1-1/4" MIN. EMBED INTO CONC. OR MASONRY Z U�M II II DIRECTLY.INTO GONG. OR MASONRY 3 03o 0 r LL 0 1-1/4" MIN. EMBED INTO GONG. OR MASONRY X z . 0 o Ri X14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 061 1 W INTO METAL STRUCTURES z a- m a g W STEEL.: 12 GA. MIN. (Fy = 36 KSI MIN.) g Q v p ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN'CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Z 0 zain un X10 SMS OR SELF DRILLING SCREWS a INTO MIAMI-DADE COUNTY APPROVED CLIPPED MULLIONS (MIN. THK. = 1/8' (NO SHIM SPACE) q TYPK AL EDGE DISTANCE $$ 2 INTO CONCRETE AND MASONRY = 1-1/2" MIN. ° B ri INTO WOOD STRUCTURE = 1" MIN. m u u IWO METAL STRUCTURE = 3/4" MIN. o2 v I I CONCRETE Pc - 3000 PSI MIN. I' II B 2 C-90 HOLLOW/FILLED BLOCK fm = 2000 PSI MIN. c• $S „ SEALANT: W° oasss 7. II �,> 1 � � ALL JOINTS AND FRAME CONNECTIONS SEALED WITH c Oa H SCHNEE MOREHEAD SEAM SEALER SM5504. Eng,..JAVAD AHM 3_ 4 FIA.PE/70582 ' CA.N.3 PRODJUL 8 2014 UCT RENGIVED � 3 . m complying w0ltdhe Florida 7YPICAI.ANCHORS TYPICAL ANCHORS Acc:,tnm"E!o _ t(J OJ drawing no. n e - FOR SPACING , SEE ELEV. 18Y WI>tJp RUCK FOR SPACING p n. W04-04 SEE NOTE ON SHEET 1 I k1y__....._... '-'-4'•� � hdian,i Dmlc Prodnc4 Cmreo�� sheet 4 of $ . . ... . . . ... . . . . . . . . . . ITEM PART® QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS U 1 021-024 4 WIDOW FR04E • ••ee 60%46 2 021-020 4 WLAZR-0G Oral • • • •• _5 _ p .062 4 $8 X 1" 2/CORNER issfiBLY 4MOVS • • • CRS • PH SMS Z J 686 5 015-008 2/LITE _ lETfflOC BLOCK, 1/2" /4")t '�.ONG iE0 FRANK LOWE,DUROMETER 85±5 SHORE A 2.031 -A 6 015-007' AS RECD. GLAZING WEDGE - RIGID VINYL MASTER TOOL 4� a 1.0131 7 015-006 AS REOD. .105 SPACER,AT 6"FROM ENDS& 12"O.C. IPOLYLIRETHANE FRANK LOWE Q 0 • • • • • • • • • Ito n 2.610 • ••• • • • • •• • C FRAME •• • • • • • ••• •• �QQ TYPICAL ANCHORS' 0 Q G FOR SPACING 1/4"MAX. 1/4"MAIL 4.116321/4"SHIM SHIM SHIMS TYPICAL ANCHORS JCZI IjQ� L' • 1.031 1 © SEE ELEV. MAX, Q W ei Z I FOR SPACING ._I. TYPICAL ANCHORS 2 c_- SEE ELEV. M-1.779--I FOR SPACING U w p o � � a d GLAZING STOP6 U N m METAL 'p. p3 z It STRUCTURE S �1 s WOOD CK Z U?M '.o R - - -- - - - - - - - - - WOOD STRUCTt1RE o .600 i w \ _ Z U 7 LL , I ter D`-M- _•343 EXTERIOR P WOOD SUCKS z O Z^ D.L.OPG. U O m WEDGE GASKET WINDOW WIDTH y o-'s ZN m 4 � MIAMI-RADE COUNTY TYPICAL ANCHORS APPR,O CUPPED MULLION .SEE ELEV.FOR SPACING o �'o ..SEE SEPARATE NOA 12 p /. /• YRODUCr RGND\VEU m eith 1lte Florida e Utdtdi.�;Godo /1-0 71�"OS Ace,b c i 0 �r ii d S ,•' I;?pTmt�nnn,3 �Z6 2D 1 �a s=` Minnti Otdc ProJuct Contra EnBr.4AVAD**AAD S CIVIL ^ FLA PE/70592 ' o ICAN.3.W.C.WINDOW WIDTH I.W.C.WMDOW WIDTH 538 .SEE CHART FOR CAPACITYSEE CHART FOR CAPACITY 1 � 14 - drawing no. FRAME CORNERS W04-04 sheet 5 of 5 MIAM1•GADE 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 WOFCEPTANCE (NOA) www.minmidade,eov/peraWted7veO832 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, e S o.0CiPnRO=VAL DOCeUME7NT: Drawing N8-00638,�fitled Series GMse 1 through 18 of 18, prepared by manufacturer,dated 11/11/08 and last revised on 04/16/10,signed and sealed by Luis R.Lomas,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 Limitations: •••• • 1. See Design Pressure table#1(Non-reinforced)and tables#2 &#3(Reinforced)in shQ&.3. •"' Soo*:* 2. Hook strip installation: Requires t/a"IT Tapcon w/ 1-1/4"embedment&2-1/2"edge distancesw• •• installation into Wood requires#14 wood screws w/1-3/8"embedment&5/8"edge distance. See sljeet 16. ,••0•. ...... ...... 3. Reinforcement item#32 shall be A1-6005-T5,as tested. •, •. LABELING: Each unit shall bear a permanent label with the manufacturer's name or loges caity,state antl•series ••;•• and following statement: "Miami-Dade County Product Control Approved",unless otherettVted lulte4f.: RENEWAL of this NOA shall be considered after a renewal application has been filed and lire has Negn no •.•• ..... change in the applicable building code negatively affecting the performance of this prodget.• . ....:. ...... TERMINATION of this NOA will occur after the expiration date or if there has been a4 evim9n.or change in the:.... materials,use,and/or manufacture of the product or process.Misuse of this NOA as an entibrsdtnent Qf alb : • product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#09-0519.12 and consists of this page 1 and evidence pages E-1,as well as approval t46cument mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No 12-0130.08• M WDADE COUNTY Expiration Date:June 02,2015 l Approval Date:Apri126,2412 Page 1 WinDoor.Incorporated NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file#09-0519.12) 2. Drawing No.08-00638,titled"7000 Series SGD-LMl",sheets 1 through 18 of 18,prepared by manufacturer,dated 11/11/08 and last revised on 044/16/10,signed and sealed by Luis R. Lomas,P.E. Note: This revision consists of FBC 2010 update only. B. TESTS (transferred from file#09-0519.12) 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 Aluminum Sliding Glass, prepared by National Certified Testing Laboratories Inc,Test Report No. NCTL-210-3533-2, dated 03/25/09,signed&sealed by Gerald J,Ferrara, P.E. C. CALCULATIONS 1. Statement letter of conformance to FBC 2010, dated January 19,2012,prepared, signed and sealed by Luis R.Lomas,P.E. 2. Anchor verification calculations, structural&comparative analysis,complying with FBC- 2007,dated 05-14-09 and last revised on 04/20/10,prepared,signed and sealed by Luis R. Lomas,P.E. (transferred from file#09-0519.12). 3. Glazing complies with ASTME-1300-02 &-04 D. QUALITY ASSURANCE 0006 1. Miami Dade Department of Permitting,Environment, and Regy latoly Affaig§jf"ERA),..... E. MATERIAL CERTIFICATIONS •• .• • 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNeuv"& Co.,Inc. for • .good* their"DuPont Sentry Glass®Pius", expiring on 01/14/17. ••• •• • • 2. Notice of Acceptance'No. 11-0624.01 issued to E.I. DuPont DeNeinbVit& CC, IiI& for their DuPont Butacite PVB® ,expiring on 01/14/16. •g•8 g• •••• ••g •. F. STATEMENTS 'g• •• • 1. Statement letter of conformance to FBC 2010 and"No financial int rest;;datea•Qfh9�12,.• . prepared,signed and sealed by Luis R. Lomas,P.E. ' ' ' •••g g 2. Statement letters of conformance to FBC 2007 and"No financial interest",bothodated 05/14/09,signed and sealed by Luis R. Lomas,P.E. (transferred from file#09-0519.12) 3. Test lab compliance statement,part of the above referenced report. G. OTHER 1. This NOA revises NOA#09-0519.12, expiring on June-02,2015. 2. Test Proposals#07-3931,dated 04/31/2008 approved by BCCO. m ... Ishaq I.Chanda,P.E. Product Control Examiner NOA No 12-0130.08 Expiration Date:June 02,2015 Approval Date: April 26,2012 E-1 . . ..• . • . ... . . . . . . . . . . ... . ... REVISIONS For Pocket SGDs • • • • • • • dei •• oPnoR OATS APPROVED 354 1/2" MAX. O.A. TESTED WIDTH ---- ' • , • 53 jrlDTHpT6YP, 4" C CER DJpE:ETTER DATED DEC. 21, 2009 01/19/10 R.L " NOMINAL • MAX' PANEL WIDTH, D AE}1 DADA LETTER DATED MAR. 2a, 2010 04/07/10 R.L. I I I I I I —� I OCI"&WALL•IINDERREINF. II I9EPARATE APPROVAL. _:EYIEVCE0 BY D.L.O.88 1HEIGHT TYP. 9s 3/16" I I I I 1XI X I X I X I X I I P 98" MAX. HEIGHT I I I I I I I II O.A. HEIGHT I I I I I I I 11 I I I I I I I II I I I i I I I II I I I I II 7000 SERIES LMI SGD (XXXXXXP) I 6" TO TYPICAL ELEVATION EXTERIOR VIEW PANEL AND D.L.O. FORMULA "'111 WEEP (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS PANEL HEIGHT = UNIT HEIGHT - 1 9/16" WEEP SLOT 1" z .1875" APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL D.L.O. HEIGHT = PANEL HEIGHT - 7.9375" TYP. LOCATED AT ALL SIZE AND USE VERTICAL CONDITIONS AS SHOWN. D.L.O. WIDTH = PANEL WIDTH - 6.625" VERTICAL CENTER LINES NON-REINFORCED 1 DESIGN P RATING T RATING NOTES: ±,4 GE 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO 04��R'4 WITH EM 3 8 & 1 MISSILE COMPLY WITH REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ADDITIONAL SIZES SEE CHARTS SHEET 3 2) WOOD FRAMING/2X BUCK. 20 GA. 2X WOOD BACKED STEEL STUD OR SERIES LMI NON—REINFOR B�SGD MASONRY/CONCRETE OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. WOOD FRAMING/2X BUCK, 2 TRACK LAYOUT 20 GA. 2X WOOD BACKED STEEL STUD OR MASONRY/CONCRETE OPENING REINFORCED IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF DESIGN PRESSURE RATING IMPACT RATING THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. t60PSF LARGE 4) FRAME AND PANEL MATERIAL: ALUMINUM 6063-T6 WITH I MISSILE IMPACT 5) UNITS MUST BE GLAZED WITH LARGE MISSILE IMPACT SINGLE LAMINATED FOR ADDITIONAL SIZES'SEE CHARTS SHEET 3 OR INSULATED LAMINATED GLASS AS SHOWN IN GLAZING DETAILS ON 7000 SERIES LMI REINFORCED SGD SHEET 6, COMPLYING WITH ASTM E1300-02 AND 04. 6) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS 2 TRACK LAYOUT PRODUCT IN AREAS WHERE WIND BORNE DEBRIS PROTECTION IS REQUIRED. TABLE OF CONTENTS 7) APPROVED TO BE INSTALLED ON A 2 TRACK, 3 TRACK OR 4 TRACK FRAME SYSTEM WITH OR WITHOUT POCKETS. SHEET NO. DESCRIPTION 1 ELEVATION, HORIZONTAL CROSS SECTIONS AND NOTES i�� 7500AMSTERDAMDRIVB 2 - 3 ELEVATION AND HORIZONTAL CROSS SECTIONS Air,..,,:.,V, _....,.n" 1r1�00r ORT AASDO,FL 32832 / PQart6tmas aww.vdndoorinc com 4 ANCHORING LAYOUT AND NOTES � %_j pq & NON—REINFORCED (5'0 EIxF8'2 PANEL) 5 BILL OF MATERIALS r wlrwRww , ° l6 /� _6 GLAZING DETAILS 12-b1 -0$ a�j�� ( _- LEVATION, HORIZONTAL CROSS SECTIONS AND NOTE 7 - 12 CROSS SECTIONS l - 1 13 - 16 INSTALLATION DETAILS TJH �.D 08-00638 D FloridaR. Lomas P.E. _ FloNo. 62514 17 - 18 COMPONENTS s�aE NTS — 12/10/08 —1 OF 18 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... r"SIONs • • • • • •••• • REV • • oESCWiroN orae nPaRaNeo E,35!9=13/16" =TESTEDTH • •• 60" NOMINAL •l 8"3 • • C +ETIER DATED OEC. 21, 2009 01/19/10 R.L. PANEL WIDTH WIDTH'fYP t•• ••• D D R DATED MAR. 24, 2010 04/07/10 R.L. -1 /7-1 J REINF. J II I I •• • • •• ••• •• II I I •• i• 4�8 p4 i• •• /16' 1 I II I I • • IG • • 96 3 J 0 I I I I I ••• • •ry' �� • • ••• MAX. PANEL 0 I 0 I X II X I X I X 98" HEIGHT I I I I I I MAX II I I I I I I I IGHT For Non Pocket I I I I i I SGDs I I II I I 6' ro 7000 SERIES LMI SGD (OOX(KW WEEP TYPICAL ELEVATION EXTERIOR VIEW WEEP SLOT 1" x .1875" (5) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS TYP. LOCATED AT ALL APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL VERTICAL CENTER LINES SIZE AND USE VERTICAL CONDITIONS AS SHOWN. 1 22 23 1 22 23 7000 SERIESN N—R ORCED S D 7000 SERIES LMI REINFORCED SQD 3 T rimer 3 TRACK LAYOUT NON INFO D REINFORCED gip•12-0%v•05 DESIGN PRE E RATING I CT RATING � DESIGN PRESSURE RATING IMPACT RATING t45PSF Imo~ MISSILE IM T t60PSF LARGE MISSILE IMPACT FOR ADDfIIONAL SIZES SEE CHARTS SHEET 3 OR ADDITIONAL SIZES SEE CHARTS SHEET 3 7500 AN STERDAM DRIVE WinDoor ORLANDO,FL32932 40. Av9+osreA¢�eompdglsy{wh6 II.1cOxraxnTED w„4WASUM w wh-bw t=m0101d.- 7000 .- 7000 SERIES LMI REINFORCED ��A�•,�yoqqe°6�l� & NON—REINFORCED (5'0 x 8'2 PANEL) ELEVATION AND HORIZONTAL CROSS SECTIONS ORMN.. DWG Pro. REV TJH 08-00638 D Luis R. Lomas P.E. Florida No. 62514 NTS — 12/10/08 —2 OF 18 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... R>IONS 0*0 • . ... REY . . DFSCR7PfiON DATE APPROVED • • •• • •• ••• C JETIER DATED DEC. 21, 2009 01/19/10 R.L. • • • • • • 0 ITER DATED MAR. 24, 2010 04/07/10 R.L 35=0.A0, TEESTED[! TH • • • ••• • � � _� 60" NOMINAL 53 3/8" Haft=dadp ww moap v*ohm I PANEL WIDTH MAX. D.L.O urasYtraraq,.aamx l»aro.so,espaeoswft2Vr 0Wr1WWaraeas48 WIDTH TYP. bvemlNldm / / / / / / • ••• • • • ea va °� vea xq voe !ky I I i 11 • • • I I I REINF. I I I 0 0 i • i i eao ao 6a0 WA aoa o me o Sas caT I I 1 I •• •88.1/� • w • a o sas a Sas fia 1 ss. 4 a NAX. D.La. soo Wo ase Am to 4 s aao HEIGHT TVP. 96 3/16" 1 I I I I I Nomamdatlp/Ipommoap"WM2 (, 78WSerlee Urpe Yh/!e edAdrtMreedafa)•a'axa7 Mth a1Q' •1ltled Wm Kert•9,8 a 49 PANEL p I 0 I X I X I X II X yH:EIGHT vxlaadn HEIGHT I 1 I I I I MAX.4) mm c.:o- > > Ng: aos = I 1 I I I I I { II Tao 0 78o e0s TSA Sao 7 Tao s 0 Tao Bao 7a 80.0 8a0 r 80.0 7a0 88.a aURT111 eoo 7aA 80.0 7a8 ea0Tao SasTao 1 70.6 49.8 aa7107Soo 7aa eao 7So ca mo 0 61almom dmIpn pnerm o+Pa ayart 3 • mosw7a�L-00 awomwdRanWowsw.nX42 sM/aJtea'BfaA s7l rledMAl(mslaau 7000 SERIES LMI SGD (OOXXXX) bRsalaa8th NApAt :;'. A; •:8a0::: ".taa.0..:.:... : d1,9. 80A,:. I 6" TO TYPICAL ELEVATION EXTERIOR VIEW mv v" A" v� pro Poo � � N WEEP (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS eaa Tao Tao mo 76.0 Tao 0 Tao Tao 760 o a0 7ao .0 WEEP SLOT 1" x .1875" APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL Tao s 0 Tao 0 0 0 TYP. LOCATED AT ALL SIZE AND USE VERTICAL CONDITIONS AS SHOWN. s las 750 0 75.0 Tao 7sa Tao 889 a we a Sa 80.0 VERTICAL CENTER LINES DOOR HEIGHTS AND WIDTHS SHALL COMPLY Wt H ESS REQUIREMENTS PER FBC I I REINFORCED 22 23 '*'&9 7000 SERIES IZ—REINFORCED SG D 7000 SERIES LMI EIN ftCED SGD 22 23 DESIGN PRESSURE RATING IMPACT RATING 4M,11"K LAYOUT 4 TRACK LAYOUT t60PSF LARGE SEE CHART 1 FOR DES/IGPR URE RATING FOR OTHER SIZES SEE CHARTS 2 AND 3 FOR DESIGN PRESSURE RATING FOR OTHER SIZES MISSILE IMPACT O'N—RE1NFOR FOR ADDITIONAL SIZES SEE CHARTS ABOVE DESIGN P SSURE RATING IM A T RATING 75M AMSTERDAM DRIVE q ra"VICTUviwY WinDoor ORLANDO,FL 32832 f45PSF MISSILE IM T e«98 Wok aetAeA� °W 1fIBa ILVCORPORATM �•'•» wmawindcocncoom � X +t FOR ADDITIONAL SIZES SEE CHARTS ABOVEGG IM1em1 .- 7000 SERIES LMI REINFORCED & NON—REINFORCED (5'0 x 8'2 PANEL) / 1p yy p7�7 ELEVATION AND HORIZONTAL CROSS SECTIONS DRAWOroYG N0' "� Luis R. Lomas P.E. TJH OB-00638 D Florida No. 62514 JWXE NT$ DATE 12/10/08 1911u3 OF 18 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 13" MAX- 60" NOMINAL FMVLSMNS 0 C. IYP. PANEL WIDTH SEE 12-ANGITOp • • ••• ••• •• ••• DESMPNON DALE MPROVED 14 1/2' MAX. O.C. IYP. CLUSTER Dt3TAIl► •• • 14 1/2" MA). 10 1/2" MAX. • • • P�R DARE INTER DATED DEC. 21, 2009 01/19/10 R.L. 6" MAX. TYP. O.C. TYP. TYP. TYP. HEAD 8c ALL I t�T /-\ / \ / •, •�6" MAX•• ,,t, Dr¢2•DADE•L�TfER DATED MAR. 24, 2010 04/07/10 R.L. L� -� ••T( (L• TYPW 2 TRACK 3 TRACK 4 TRACK 6" MAX, TYP' 1 15/16" 3 7/B" 5 13/16" MIN. MAX. MAX. - • • •- • • MAX.10C. Y v z LU o •••1� • • •• • o • i O.C. 1i P.• 0i F w �w �w •• • • • ••I.3�• 3 5/16` 5 1/4" m o o o? �°MIN. -�{ F` MAX. �� MAX. T�1 C�/y ANCHORAGE LOCATIONS NON-REINFORCED AND 98" m o 0 v 0 0 0 o HOOK INSTALLATION ANCHOR REINFORCED AT HEAD AND SILL. (FOR FURTHER MAX p 4 J J a ~ SEE NOTES 2,X)( 5, 6 DETAILS SEE SHEETS 13, 14 AND 15) & 7 SHEET 4, TYP. 4 TRACK m F ¢ HOOK STRIP 5.2 51cat14 >K ' �' Y 4�1y�t0 3 TRACK Z) m m = 6"TMS t TRACK 5 13/16" MAX. 1 15/16" MMIN.� 3 7/8" MAX. �— 6" MAX. TYP. \ \ \ J—1 T_ —� ANCHORAGE LOCATIONS NON-REINFORCED AND ANCHORING LAYOUT NON-REINFORCED AND REINFORCED UNITS REINFORCED AT JAMBS. (FOR FURTHER DETAILS SEE SHEETS 13, 14 AND 15) INSTALLATION 4PANEL UNIT SHOWN, APPLICABLE TO ALL TWO (2) INSTALLATION ANCHORS POCKET ANCHORING NOTES: CONFIGURATIONS USING SAME ANCHOR CLUSTER AN PATTERN PER LOCATION (EXCEPT HOOK STRIP) SEE NOTES 1, 3, 4, 5 1) ALL FRAME SYSTEMS, 2 TRACK, 3 TRACK AND 4 TRACK, HAVE TWO & 6 SHEET 4, TYP. HEAD INSTALLATION ANCHORS AT EACH INSTALLATION ANCHOR LOCATION IN HEAD, VERTICAL SILL AND JAMBS SILL AND JAMBS. CONDITION 2) ALL FRAME SYSTEMS, 2 TRACK, 3 TRACK AND 4 TRACK, HAVE ONE 1 1/2' MIN. ANCHORAGE LOCATIONS NON-REINFORCED AND INSTALLATION ANCHOR AT EACH INSTALLATION ANCHOR LOCATION IN HOOK 1 1/2" MIN. REINFORCED AT HOOK STRIP. (FOR FURTHER STRIP. 3" MIN. MIN. 1 3/8" MIN. DETAILS SEE SHEET 16) 3) FOR ANCHORING INTO MASONRY/CONCRETE THROUGH A PROPERLY SEPARATION PANEL CONSTRUCTION: SECURED IX NON-STRUCTURAL WOOD BUCK USE 3/16" TIW TAPCON WITH 3" MIN. 3" MIN. WILL VARY WITH SUFFICIENT CIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO 3T AND 4T UNITSALL PANELS ARE CONSTRUCTED FROM EXTRUDED 6063-T6 ALUMINUM.VERTICAL STILES ARE NOTCHED TO RECEIVE HORIZONTAL RAILS. EACH SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE AND 1 3/8" MINIMUM L IS SECURED TO STILES WITH (3) #10 x 1 1/4' SQ. DRIVE SCREW SEPARATION. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND AT EACH END, B.O.M. ITEM #47. ALL PANELS HAVE A FIXED GLAZING INSTALLA11ON DETAILS. STOP ON THE INTERIOR AND AN APPLIED GLAZING STOP ON THE 4) FOR ANCHORING INTO WOOD FRAMING, 2X BUCK OR 2X WOOD BACKED 20 EXTERIOR. GA. MINIMUM STEEL STUD USE #10 GRADE 5.WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO 12-ANCHOR CLUSTER DETAIL FRAME CONSTRUCTION: SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION TYP, 2 TRACK, 3 TRACK AND 4 TRACK EACH FRAME CORNER IS NOTCHED AND BUTTED. HEAD AND SILL ARE DETAILS. NON-REINFORCED AND REINFORCED AT SECURED TO JAMBS WITH #7 x 1" TYPE F SCREW, B.O.M. ITEM #48, (2) 5) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. HEAD & SILL (ANCHORAGE IN EXTERIOR AT EACH CORNER ON 2 TRACK FRAME, (3) AT EACH CORNER ON 3 SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE LO TRACKS) TRACK FRAME AND 4 AT EACH CORNER ON 4 TRACK FRAME. BEARING SHIM TO BE 1/4". 6) ALL FASTENERS TO BE CORROSION RESISTANT. `Y, 7500 AMSrERIDAM DRIVE 7 INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH twouctuv"a �'•��r ORI.ANDO,FL32832 ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS w�a.!V WhbdW '$D •T91� ILVCORPDRATED �"•�y _VVA00d 16 SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE A .6 vxw MINIMUM STRENGTH SPECIFIED BELOW: e.sNOA# -O. 7000 SERIES LMI REINFORCED & NON-REINFORCED (5'0 x 8'2 PANEL) /6//b A W000 - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. 16 �i�,,,,� �� ANCHORING LAYOUT AND NOTES C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE y " _ mv Luis R. Larmas P.E. 1 (OR GREATER). TJH owc N0. 08-00638 D Florida No. 62514 D.-METAL FRAMING - 20 GA (.040) MINIMUM THICKNESS (TO BE USED 16 WITH WOOD FRAMING) --NTS DAZE 12/10/08 —4 OF 18 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... PARTS UST REMONS NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL see 900 0 0 qEv 0 a oEscwvrtav DATE nvvRavEO 1 FS-04522 2 TRACK FRAME HEAD KEYMARK ALUMINUM 6063-T6 I PIR 0 %fTER DATED DEC. 21, 2009 01/19/10 R.L 2 FS-04531 2 TRACK FRAME JAMB KEYMARK ALUMINUM 6063-T6 0.0 •.• •.• •. DE♦FfER DATED MAR. 24, 2010 04/07/10 R.L. 3 FS-04525 2 TRACK SILL PAN W/2 1/2'RISER KEYMARK ALUMINUM 6063-T6 4 FS-04526 2 TRACK SILL PAN W/3 1/8'RISER KEYMARK ALUMINUM 6063-T6 43 PJS-7623-09-SN SCREEN ROLLER SULLRMAN 5 FS-04529 12 TRACK FRAME SIL PAN INSERT KEYMARK ALUMINUM 6063-T6 44 GLAZING,SEE SHT.6 FOR DETAILS . 9 0 0 0 0 000 .0 00 6 FS-04511 3 TRACK FRAME HEAD KEYMARK ALUMINUM 6063-T6 45 88 x 1/4'PH TYPE F SCREW 0 0 0 0 AI 7 FS-04510 3 TRACK FRAME JAMB KEYMARK ALUMINUM 6063-T6 46 88 x 3/4"PH TEX SCREW 0 0 0 1,410 1A1 0 8 FS-04506 3 TRACK SBL PAN W/2 1/2'RISER KEYMARK ALUMINUM 6063-T6 47 810 x 1 1/4'SO.DRIVE SCREW •• • • • 18-5 STANLE"• •• 9 FS-04507 3 TRACK SRL PAN W/3 1/8'RISER KEYMARK ALUMINUM 6063-T6 48 87 x 1'PH TYP F SCREW STAINLES STEEL 10 FS-04508 3 TRACK FRAME SILL PAN INSERT KEYMARK ALUMINUM 6063-T6 49 810 x 1'PH TEX SCREW ALUMINUM 6063-T6 r14 FS-04523 4 TRACK FRAME HEAD KEYMARK ALUMINUM 6063-T6 50 810 CUT THREAD WOOD SCREW FS-04532 4 TRACK FRAME JAMB KEYMARK ALUMINUM 6063-T6 51 3/16'TFW TAPCON DW BUILDEX CARBON STAINLESS FS-04527 4 TRACK SRL PAN W/2 1/2'RISER KEYMARK ALUMINUM 6063-T6 52 FH-02300 WS SCREEN BOTTOM RAIL KEYMARK ALUMINUM 6063-T6 FS-04528 4 TRACK SILL PAN W/3 1/8'RISER KEYMARK ALUMINUM 6063-76 53 FH-02300 WS SCREEN TOP RAR. KEYMARK ALUMINUM 063-T6 FS-04530 4 TRACK FRAMIE SILL PAN INSERT KEYMARK ALUMINUM 6063-T6 54 GS-VN-07A 3/16'CLASS STOP VINYL VINYL FS-04313 FRAME HEAD TRACK COVER KEYMARK ALUMINUM 6063-T6 55 CS-VN-M 1/4'GLASS STOP VINYL VINYL 17 FS-04501 RECESSED JAMB TRACK COVER KEYMARK ALUMINUM 6063-T6 56 GS-VN-05A 3/4'CLASS STOP VINYL&FOXED -� -- VINYL 18 FS-04509 FLUSH IAM8 COVER KEYMARK ALUMINUM 6063-T6 57 FH-02395 WS SCREEN STILE KEYMARK ALUMINUM 6063-T6 19 FS-03684 HOOK STRIP BASE KEYMARK ALUMINUM 6063-T6 58 W332217KOWO 220"FIN WEATHERSTRIP 20 FS-04476 HOOK STRIP WALL COYER KEYMARK ALUMINUM 6063-T6 59 W234017K0000 .400'FN WEATHERSTRIP 21 FS-04477 HOOK STRIP WALL MOUNT KEYMARK ALUMINUM 6063-T6 60 W333517KOODO .350'FN WEATHERSTRIP 22 FS-04535 PANEL STOP SILL COVER KEYMARK ALUMINUM 6063-T6 61 GLASS SETTING BLOCK 23 FS-04332 PANEL STOP HEAD COVER KEYMARK ALUMINUM 6063-T6 62 SICAFAST 552 GLAZING COMPOUND SIKA CORP. POLYURETHANE 24 FS-04631 TOP AND BOTFOM RAIL KEYMARK ALUMINUM 6063-T6 63 SILICONE CAULK PECORA SILICONE 25 FS-04327 PANEL LOCK/PIAN STILE KEYMARK ALUMINUM 6063-T6 64 WEEP COVER/GATE 26 FS-04516 PANEL INTERLOCK STILE LEFT KEYMARK ALUMINUM 6063-T6 65 88 x 3/8'PH TYPE F SCREW STAINLESS STEEL 27 FS-04515 PANEL INTERLOCK STILE MORT KEYMARK ALUMINUM 6063-T6 66 88 x 3/4'PH TEX SCREW STAINLESS STEEL 28 FS-04789 MALE BUTT STILE KEYMARK ALUMINUM 6063-T6 67 FS-022G9 JWS SCREEN SWEEP KEYMARK ALUMINUM 606346 129 FS-04790 LOCKING BUTT STILE KEYMARK AA6063-T6 -T6 68 SGD200 SCREEN HANDLE&LOCK SULNAN 30 FS-04505 IMERIOR FIXED BUTT STILE KEYMARK A -T6 69 FIBERGLASS SCEEN MESH FIBERGLASS 31 FS-04504 EXTERIOR FOXED BUTT STILE KEYMAPo( A -T6 70 6� SCREEN SPLINE 32 FS-04503 INTERLOCK RUNE BAR,FULL KEYMARK A71 ALUMINUM 3/8'NOMINAL SPACER HELIMA ALUMINUML33 FS-04312 BUR STILE/INTERLOCK COVER KEYMARK A -T6 72 FS-04791 FIXED PANEL Z-(1N i(EYMbIW( ALUMINUM 6063-T6 34 FS-04533 9/16'GLASS STOP KEYMARK A3-T6 73 810 x 3/4'PPH TEX SCREW STAINLESS STEEL 35 FS-04524 3/4'GLASS STOP KEYMARK ALUMINUM 6083-TB 36 5000 SS PDR TANDEM ROLLER SS 7500AM O,Fl,3MDI04E WinDOOr Ph—cmDo,FI32832 37 218669-INT TRADITIONAL INTERNAL HANDLE DUB ymp waAt ierlAe A � � � INCORPORATED X40 M 38 2186MI-OM TRADITIONAL EXTEHIDR HANDLE \7^6130 0$ �s.�ftmw�0 7000 SERIES LMI REINFORCED A 39 7014 SS DLPA DUAL POINT MORTISE LOCK SEI .ftpiral"Daft NOAp & NON-REINFORCED (5'0 x 8'2 PANEL) rMal BILL OF MATERIALS 40 OW4102380R750375 RUBBER PANEL BUMPER Ail 41 v-INT TP 876 INTERLOCK BUMPER ! DRAWN' DAG ND' Rv Luis R. Lomas P.E. 42 88 x 1 1/4'S0.DRIVE SCREW 18-8 STAINLESS TJH 08-00638 D I Florldo No. 62514 =ALE NTS DATE 12/10/09 sNEEY5 OF 18 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• REVISIONS • • • • • • • REV 0• • DESCRMON DATE APPROVED • • • • • C R[R DADE KTfER DATED DEC. 21, 2009 01/19/10 R.L. • ••• ••• • D ib DADB►LE Tm DATED MAR. 24, 2010 04/07/10 R.L 3/16" HEAT 3/16" HEAT GLASS MIN. BITE 55 STRENGTHENED .00 •• : : MIE• • •5 STRENGTHENED .060" SGP • ••• • • • •• • .090" BUTACITE PVB INTERIOR 62 8Y DUPONT INT;RIpF� • • • • BY DUPONT • • • • • 7/16` O.A •• ••� •• LL 7/16" O.A EXTERIOR 54 3/16" HEAT EXTERIOR 54 3/16" HEAT 34 STRENGTHENED 34 STRENGTHENED GLAZING TYPE A GLAZING TYPE B 7/16" LAMINATED HEAT STRENGTHENED 7/16" (.465" NOMINAL) LAMINATED HEAT W/.060" SGP BY DUPONT - CONSISTS OF STRENGTHENED W/.090" BUTACITE PVB BY 3/16" HS + .060" SGP BY DUPONT + DUPONT = CONSISTS OF 3/16" HS + .090" 3/16" HS BUTACITE PVB BY DUPONT + 3/16" HS 1/8- HEAT 1/8" HEAT STRENGTHENED 1" MIN. STRENGTHENED 0 0.06' SGP 1" MIN. 56 .09' BUTACITE PVB GLASS BITE 55 BY DUPONT GLASS BITE BY DUPONT INTERIOR 62 1 6 HEAT 1/8" HEAT 3/4" OA STRENGTHENED INTERIOR 62 3/4" 0.& STRENGTHENED 1/4' AIR SPACE 1/4" AIR SPACE (. 4` 3/16 EXTERIOR 56 TEMPERED EXTERIOR3/16 35 (EXT) 35 56 TEMPERED GLAZING TYPE C GLAZING TYPED (EXT) 3/4" I.G. TEMPERED/HEAT STRENGTHENED 3/4" I.G. TEMPERED/HEAT STRENGTHENED W/.060" SGP BY DUPONT — CONSISTS OF W/.090" BUTACITE PVB BY DUPONT — 3/16" TEMP EXT + 1/4"AIR + 1/8" HS + CONSISTS OF 3/16" TEMP EXT + 1/4" AIR .060" SGP BY DUPONT + 1/8" HS + 1/8" HS + .090" BUTACITE PVB BY DUPONT + 1/8" HS J 7500 AFL 32832 DRIVE .X, rwuucr.cVliiY WinDoor ORLANDONDO,,m.32832 wM He As1Y wompORATED ewe IAp�e�mmpaCvdt09m Rm�P/ wwvwlDdoadDcmm f Dale BvAUnB to 7000 SERIES LMI REINFORCED & NON—REINFORCED (5'0 x 8'2 PANEL) •>ta� GLAZING DETAILS DRAWN. on ND' RD Luis R. Lomas P.E. TJH 08-00638 D Florida No. 62514 s NTS DAA 12/10/08 —6 OF 18 • • •••• ••• • • ••f •• •• •• •• • • • • • It • • 1 REV6WNS ••f ••• •• •••• • REV • • DESCRIPTION DATE APPROVED • • • •• • • • • • • • C PER DARE rEll'ER DATED DEC. 21, 2009 01/19/10 R.L. 6 • f 000 f•• 0.0 0 1 EP DZIi LETFER DATED MAR. 24, 2010 04/07/10 R.L. 1 58 — 58 59 SEE NOTE 23 I I 16 11 58 SHE. 8 •• • •SEE• OTLP • 16 24 60 2*f •�SF�. 3 i6 • • • • s • 47 24 • • • • • 0 47 47 34 2q 42 :73 62 62 62 35 34 53 56 OR 56 56 35 70 69 54 54 54 NOTE: OR OR 34 OR VERTICAL SECTIONS 55 55 55 ILLUSTRATED WITHOUT OR OR SUBSTRATE. OR O 35 56 O 56 44 61 61 44 61 44 24 52 24 36 24 36 36 58 36 3 SEE DP TABLE 60 60 SHEET 3 13 43 OR SEE NOTE 8 SEE NO U4 SHT. 8 22 OR SHT. 8 22 OR 5 O 14 O 36 10 36 15 58 64 45 � 58 64 45 45 EXTERIORVERTICAL CROSS SECTION INTERIOR EXTERIOR VERTICAL CROSS SECTION B INTERIOR EXTERIOR VERTICAL CROSS SECTION C INTERIOR 2 TRACK FRAME SYSTEM 3 TRACK FRAME S)5TEM 4 TRACK FRAME SYSTEM � r 7500AMSTERDAMDRWE SCREEN NOTE: PIaDDUC'PI{RYtR6� WW�OOY 0RLANSDO,FL32W THE WS SCREEN IS SHOWN ON THE 2 TRACK UNIT AS S m INCORPORATED Ph-407A81RAf APPLICABLE AT EXTERIOR TRACKS. IT IS QUALIFIED TO BE mi0•'plyin F-40741 �.avmdDoaacoom INSTALLED ON THE 3 TRACK AND 4 TRACK UNIT ALSO. M ;O'O5 7 7000 SERIES LMI REINFORCED / �N,a� & NON—REINFORCED (5'0 x 8'2 PANEL)NOTE SEE SHEETS 13, 14 AND 15 FOR TYPICAL ANCHORAGE TO VERTICAL CROSS SECTIONS VARIOUS SUBSRTATE MATERIALS. A SPECIFIC SUBSTRATE IS REV Luis R. Lomas P.E. INDICATED ON EACH HEAD AND TRACK SYSTEM. OTHER HEAD AND TJH 08-00638 D Florida No. 62514 TRACK SYSTEMS ARE SIMILAR. SCALE NTS JDATE 12/10/08 191EE17 OF 18 • • • • • • • • • • 17 INTERIOR 39 •• 7 •• 2 ••6 •• a s•• RMpNS DtSCRiPT10N DATE APPROVED SEE NOTE 2 • • • •• ••• C ER E ETTER DATED DEC. 21, 2009 01/79/10 R.L. 7 2 SHT. 8 •• , • •5 ••48 D DADS LETTER DATED AZAR. 24, 2070 04/07/10 R.L. 30 3z 4s 2s INTERIOR 18 z1 INTERIOR 72 -, 48 HT. 8 25 62 ••s •• i•• •• 60 1 S58 • • • • •• 2e• • 4 • • • 73 56 @__ s • • • • • • 58 17 54 19 18 OR 60 55 62 44 48 38 35 OR 34 OR 4156 56 48 EXTERIOR EXTERIOR HORIZONTAL CROSS SECTION F 44 49 73 35 OR 34 54 49 33 22 SILL LOCK STILE AT 2 TRACK JAMB SEE NOTE OR SEE NOTE 23 HEAD SHT. 9 HORIZONTAL CROSS SECTION D oR SHT. 9 21 INTERIOR PLAIN STILE AT 3 TRACK JAMB EXTERIOR 56 NOTE: HORIZONTAL SECTIONS 20 56 OR 55 OR 54 34 OR 35 27 32 33 ILLUSTRATED WITHOUT 62 38 37 39 SUBSTRATE. 65 HORIZONTAL CROSS SECTION H REINFORCED INTERLOCK STILE AT HOOK STRIP 19 FIXED PANEL NOTES: 56 12 60 1. FIXED PANEL TO JAMB CONDITION: NON-REINFORCED/ 62 FIXED PANEL IS SECURED TO JAMB USING (2) Z-CLIPS, ITEM #72, 54 REINFORCED UNITS Z-CLIPS ARE LOCATED 24' FROM TOP OF PANEL DOWN AND 24" 48 41 FROM BOTTOM OF PANEL UP. EACH Z-CLIP IS ATTACHED TO PANEL OR OPERABLE JAMB CONDITION 56 O y AND JAMB WITH (3) #10 x 3/4' PPH TEK SCREWS, ITEM #73. REFER TO SHEET 8 SECTION D AND SHEET 11 AND SECTION Z. 9OR 18 44 2. FIXED PANEL TO FIXED PANEL CONDITION: 56 58 FIXED PANELS ARE SECURED TOGETHER USING #8 x 3/4" PH TEK SCREW, ITEM #46, SCREWS ARE INSTALLED ON PANELS INTERIOR 44 60 EXTERIOR AND IN THE CENTER. REFERTO SHEET RIOR AND EOSEET 8 STED 4" ECTION OM OP AND BOTTOM AND D, SHEET 9 SECTION 35 OR 34 54 34 OR 35 27 33 0, SHEET 10 SECTION U, SHEET 11 SECTION CC AND DD. `8 OR ft"umnVIOND 55 HORIZONTAL CROSS SECTION G SILL 22 17 f wft**Pkv OR NON-REINFORCED INTERLOCK STILE AT HOOK -STRIP � HEAD 23 6�iAe 56 W llllJoDRIVE, INCORPORATED F.W w -Vlndoa&mown 48 e�mcvaLffiNs 7000 SERIES LMI REINFORCED NOTE: sato & NON—REINFORCED (5'0 x 8'2 PANEL) SEE SHEETS 11, 12, 13 AND 14 FOR TYPICAL 1+wnl w°5-'®1z HORIZONTAL CROSS SECTIONS / ANCHORAGE TO VARIOUS SUBSTRATE MATERIALS. R�w"A A SPECIFIC SUBSTRATE IS INDICATED ON EACH Luis R. Lomas P.E. HORIZONTAL CROSS SECTION E TRACK SYSTEM. OTHER TRACK SYSTEMS ARE � TaftaDJHN 08-00538 D Florida No. 62514 LOCK STILE AT 4 TRACK JAMB SIMILAR' s"LE NTS ogre 12/10/08 —8 OF 18 • e . . . . . . . . Ar REVISIONS • • ••• • • 000 • � • IDFW% • OESCRIFI�N GATE APPR°VEp INTERIOR 39 37 62 25 : : •• • •• ••• DADE If1TER DATED DEC. 21. 2009 Oi/t9/70 R.L SEE NOTE • • • • • • SHT. 9 56 7 ••• ••• • DADF•LETTER DATED MAR. 24. 2010 04/07/10 R.L. 30 32 49 58 44 INTERIOR SHT. 9SEE 0� INTERIOR 62 37 58 39 37 567,1 44 56 62 26 32 4 'y' • • • 6 • •• 54 54 • • • • • • OR OR ••• • • • • • 54 • • • • • • 4 • • O OR oR OR �] • • • • • • 55 54 . 56El� 56 0 0 56 55 44 OR 34 33 38 34 34 OR 34 3s HORIZONTAL CROSS SECTION J °5 ss OR REINFORCED INTERIOR FIXED BUTT STILE TO 41 27 60 35 EXTERIOR LOCK STR E SEE NOTE EXTERIOR HORIZONTAL CROSS SECTION L 28 32 49 SHT. 9 32 zs NOTE: REINFORCED INTERLOCK STILE TO REINFORCED EXTERIOR HORIZONTAL CROSS SECTION N INTERIOR HORIZONTAL SECTIONS INTERLOCK STILE REINFORCED MALE BUTT STILE TO REINFORCED ILLUSTRATED WITHOUT LOCKING BUTT STILE SUBSTRATE. REINFORCED UNITS SEE NOTE SEE NOTE 62 25 37 39 33 30 SHT. 9 2 SHT. 8 81\ 4 INTERIOR 30 32 49 46 62 56 62 31 33 58 25 56 INTERIOR - OR 54 � � � 44 55 55 ►�QPUCTY�sI� LOOR ORe.ae�e. 54 56 56 �� OR 34 34 OR ;g 0 OR 56 35 35 EXTERIOR 32 49 SEE NOTE 34 EXTERIOR 44 33 25 22 SILL SHT. e OR HORIZONTAL CROSS SECTION 0 23 HEAD 38 49 32 SILL 22 HORIZONTAL CROSS SECTION M 35 REINFORCED INTERIOR FIXED BUTT STILE TO PLAIN STILE SEE NOTE HEAD 23 REINFORCED EXTERIOR FIXED BUTT STILE TO EXTERIOR SHT. 9 PLAIN STILE HORIZONTAL CROSS SECTION K 7500i�T FL3283 WinDoor dRIa1NDd,FL32832 / LOCK STILE TO REINFORCED EXTERIOR FIXED INCORPORATB 1 °ho��"•800 `�' BUTT STILE AX4WAMM dfl°aauo REINFORCING BAR NOTE: 7000 SERIES 1_141 REINFORCED ITEM #32, INTERLOCK REINFORCING BAR, IS SECURED TO & NON—REINFORCED (5-0 x 8'2 PANEL) THE INTERLOCK LEFT #26, INTERLOCK RIGHT #27, MALE I wm s I•"scaft HORIZONTAL CROSS SECTIONS BUTT STILE #28, LOCKING BUTT STILE #29 INTERIOR FIXED row BUTT STILE #30 AND EXTERIOR FIXED BUTT STILE #31 WITH MIMMIN p + oRAwN: IW°N°' Luis R. Lomas P.E. ITEM #49, #10 x 1" TEK SCREW SPACED 6" FROM TOP 81=0 TJH 08-00638 D Florida No. 62514 AND BOTTOM AND ONE IN THE CENTER. scA1E NTS DATE 12/10/08 s9EET9 OF 1 8 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . REVOON5 • • • • • • • •per. • DESCRDiION DALE APPROVED INTERIOR 39 37 62 25 •• •• • •C PER•DADE LETTER DATED DEC. 21. 2009 01/19/10 R.L. SEE NOTE • ••• ••• • ••p P®R DARE LETTER DATED MAR. 24. 2010 04/07/10 R.L. SHT. 9 56 56 — 30 32 49 se 44 INTERIOR INTERIOR 62 37 58 39 37 28 ••• ./.I%)•• •• 56 • 54 O • •• • • • • • OR OR • • • • •• • OR 05 ORV14 •• • • • • • so OR 0 @ 4 b4 •• 56 56 OR OR 44OR 3433 38 34 56 ORHORIZONTAL CROSS SECTIONP O34NON—REINFORCED INTERIOR FIXED BUTT STILE 60 OR TO LOCK STILE 35 EXTERIOR EXTERIOR HORIZONTAL CROSS SECTION R 28 29 NON—REINFORCEO INTERLOCK STILE TO EXTERIOR HORIZONTAL CROSS SECTION T INTERIOR NON—REINFORCED INTERLOCK STILE NON—REINFQRCED MALE BUTT STILE TO NON—REINFORCED LOCKING BUTT STILE 6225 37 39 33 30 56 SEE NOTE Z SHT. 8 44 INTERIOR 30 4s s2 56 62 31 33 58 25 56 INTERIOR OR 54 0 `4 55 55 JL7 OR 0 I 54 56 3 56 �, OR 55 34 34 56 35 OR 35 EXTERIOR 32 49 SEE NOTE 34 EXTERIOR 44 33 25 22 SILL SHT. 9 OR HORIZONTAL CROSS SECTION U 23 HEAD 38 49 SEE NOTE 32 22 SILL HORIZONTAL CROSS SECTIONS 35 NON—REINFORCED INTERIOR FIXED BUTT STILE SHT. 9 EXTERIOR 23 HEAD NON—REINFORCED EXTERIOR FIXED BUTT STILE TO PLAIN STILE TO PLAIN STILE �r� HORIZONTAL CROSS SECTION O W 111DOOr xT.nr1�3�D� A LOCK STILE TO NON—REINFORCED EXTERIOR j FIXED BUTT STILE � Pn�a481AMOUCa i1Wt s- �. •MA./IutM• Pa40.4SUM amavwlDdoodnc.rnm Mw•uaep• 7000 SERIES LMI REINFORCED / r�'yyys A6vPacr�cacu�..t.. i;trH,� & NON—REINFORCED (5'0 x 8'2 PANEL) 6//0 1AHORIZONTAL CROSS SECTIONS tc ioa Kam__ gam * owc NO REv Luls R. Lomas P.E. TJH OS-00638 D Florida No. 62514 a scAu NTS JDATE 12/10/08 —10 OF 18 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... SEE NOT- REVISIONS 62 33 SHT. 9 49••• • • 44 •� INTERIOR 31 39 • • • • •• • • oEscmProN DATE APPROVED 56 54 OC PERVADE LETTER DATED DEC. 21, 2009 01/19/10 R.L. 18 SEE NOTE •• £ 2 SHT. 8 I 9� N R 4,1, PER DARE LETTER DATED MAR.24, 2010 04/07/10 R.L. 48 54 46 25 R SEE NOTE 9 49 OR 58 • ••• i • •6 •• 33 SHT. 26 62 56 44 55 ss 60 •• v : :•• •4 •:INTERIOR 5R • • O• •• 55 34 OR 35 48 R 56 7 25 --— — 34 38 17 30 33 60 41 32 SILL z2 EXTERIOR R 35 HORIZONTAL CROSS SECTION CC HEAD 23 60 W@j SILL 22 REINFORCED INTERLOCK STILE TO REINFORCED HEAD 23 22 SILL EXTERIOR 48 INTERLOCK STILE 23 HEAD 33 zs 62 56 44 HORIZONTAL CROSS SECTION X HORIZONTAL CROSS SECTION V REINFORCED INTERLOCK STILE TO REINFORCED LOCK STILE AT 3 TRACK JAMB 54 INTERLOCK STILE SEE NOTE OR 2 SHT. 8 46 25 33 26 62 56 44 55 48 R 56 INTERIOR 54 OR 17 55 34 R 60 62 R 56 35 48 SEE NOTE 34 72 1 SHT. 8 56 O 73 EXTERIOR 35 60 41 SILL 22 58 30 33 60 41 SILL 22 HEAD 23 18 HORIZONTAL CROSS SECTION DD HEAD 23 HORIZONTAL CROSS SECTION Y 44 NON—REINFORCED INTERLOCK STILE TO NON—REINFORCED INTERLOCK STILE TO 48 34 0 35 54 NON—REINFORCED INTERLOCK STILE NON—REINFORCED INTERLOCK STILE 12 OR 7500 AMSTERDAM DR1YE 55 WinDoor ORLANDO,FL 32832 r / 4U.M� R IIJCORPORATED F 4W.MZm wa v.�iadnossoccom 56 � rYls 7000 SERIES LMl REINFORCED HORIZONTAL CROSS SECTION Z bi12—°1� $ ewinscuft & NON—REINFORCED (5'0 x 8'2 PANEL) �d�o �*►lrntu�6�M ?«�. x,«o HORIZONTAL CROSS SECTIONS PLAIN STILE AT 4 TRACK JAMB L1 raAatt � DRAwN: Dwc No. REv aw - TJH OS-0063$ D Lull R. Lomas P.E. Florida No. 62514 Sc-LE. NTS JDATE 12/10/08 SK"11 OF 18 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... ... REVLSI0.VS • • • • • • • DESCRFiIDN DATE ,waswEO • • • • • •C PER•DADE LETTER DATED DEC. 21, 2009 01/19/10 R.L. • • • • • • 6 • • ••• • •10 NR RADE LETTER DATED MAR. 24, 2010 04/07/10 R.L. n f 58 56 16 •• 1a • • ••• is 24 • • • •2 • • • • 47 34 47 60 OR 62 24 35 62 JT 56 34 OR 56 35 NOTE: 54 54 VERTICAL SECTIONS OR OR ILLSUUSTRATED BSTRATE. WITHOUT O55 55 OR 56 56 61 44 44 24 61 24 36 36 36 8 60 13 OR OR O 22 14 58 15 58 10 45 64 45 \A—W, 64LJUU EXTERIOR VERTICAL CROSS SECTION AA INTERIOR EXTERIOR VERTICAL CROSS SECTION BB INTERIOR 3 TRACK FRAME SYSTEM 4 TRACK WinDoor 7500AMSCSRD"MDRIVS /r rxgt+ucswtwaa� ORIANDO,FL32832 nvcoxpoxnrsv ,�,, 4UM �.Vwdcoxko 1- !• *'� mow A@DRvaA�mmpltffiptvltLfhO 7000 SERIES LMI REINFORCED NOTE: Fia•tegatdt,egxle & NON—REINFORCED (5'0 x 8'2 PANEL) 4 >I* a S�vt:�*=! SEE SHEETS 12, 13 AND 14 FOR TYPICAL ANCHORAGE TO Bob HORIZONTAL CROSS SECTIONS VARIOUS SUBSTRATE MATERIALS, A SPECIFIC SUBSTRATE IS MhWtkdrt� DREVLuis R. Lomas P.E. INDICATED ON EACH HEAD AND TRACK SYSTEM. OTHER HEAD AND y �_ TJH JH 08-0063 TRACK SYSTEMS ARE SIMILAR, 8 D Florida No. 62514 srue NTS DATE 12/10/08 1 sw-12 OF 18 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 2 1/2- MIN. 1 1 15/16" ... REVISIONS EDGE DIST. CENTER TO • • • �• • REv • OESCRPTM DATE APPAOVFD CENTER • • • • •1 1/4" MIN. ER•C PER rDADE LETTDATED DEC. 21, 2009 01/19/10 R.L.• • • • • .d EMBED. •• ••• ••• • •D PEW DADE LETTER DATED MAR. 24, 2010 04/07/10 R.L. as d _ A CONCRETE <4 ••• =NT£RIP • •• ••• •• d: • • • • • BY OTHERS 1 1 1/4•jrli O• • • • • •• •_ /4" MAX. a SHIM SPACE EMBE • • • •• • SHIM SPACE • < • ••• •• BACKER ROD AND SEALANT 2 1/2" MIN. o' BY OTHERS 1X NON—STRUCTURAL EDGE DIST. BUCK BY OTHERS, 1X TO BE PROPERLY SECURED e (SEE NOTE 2 SHEET 1) 1 15/16" 3/16 IOW iy Q TAPCON IlJ—ill CENTER TO CENTER v ° FASTENER HEADS 6 ,Q MUST BE COVERED WITH APPROVED 3/16" ITW SEALANT TAPCON EXTERIOR INTERIOR BACKER ROD AND SEALANT BY OTHERS MASONRY/CONCRETE EXTERIOR 1X NON—STRUCTURAL BY OTHERS BUCK BY OTHERS, 1X TO BE PROPERLY SECURED (SEE NOTE 2 SHEET 1) FASTENER HEADS 2 TRACK FRAME JAMB INSTALLATION MUST BE COVERED O WITH APPROVED 1X BUCK TO MASONRY/CONCRETE SILL MUST BY SEALANT INSTALLATION, 2 TRACK SHOWN 3 TRACK & SET IN FULL BED O 4 TRACK SIMILAR OF APPROVED3/16" ITW SEALANT OR 3/16' NON—SHRINK TAPCON GROUT 1/4" MAX. NOTE: SHIM SPACE CONCRETE SUBSTRATE SHOWN. ANCHORAGE IN EXTERIOR TRACK LOCATIONS IS TYPICAL FOR 3 TRACK AND 4 TRACK —f SYSTEMS. 1 1/4" MIN.<' a ,a , EMBED. a' Q 7500 AM9rBRDAM DRIVE A o W 1111)oor ORLANDO.FL 32632 , d y� �wM�14/AMs INCORPORATED ABLOO F-4VANM -".-kd0QA= M 9 A� � 2 1/2" MIN. 1 3/8" A•ppawe?w — D arb 7000 SERIES LMI REINFORCED 1 EDGE DIST. CENTER TO 'ltd +va" & NON—REINFORCED (5'0 x 8'2 PANEL) CENTER u INSTALLATION DETAILS 2 TRACK FRAME VERTICAL INSTALLATION p„ku MASONRY/CONCRETE INSTALLATION, 2TRACK SHOWN 3 MISS! oma' No' RD Luis R. Lomas P.E. TRACK & 4 TRACK SIMILAR �L,yba. TJH 08-00638 D Florida No. 62514 SCAEE NTS DATE 12/10/08 —13 OF 18 .. .. . . . .. .. . . . . . • • . • . . 3/4" MIN. 3 7/8" CENTER • • • ••• aoNs TO CENTER2X BUCK/WOOD FRAME • a • 0 •• • • • ncscamnoN OA1[ aPraovee BY OTHERS, 2X BUCK TO • • • • •C PER CADE LETTER DATED DEC. 21, 2009 01/19/10 R.L. BE PROPERLY SECURED • • • • • • e (SEE NOTE 2 SHEET 1) • ••• ••• • 4•D.I PER DARE LETTER DATED MAR. 24, 2010 04/07/10 R.L. MASONRY/CONCRETE a BY OTHERS 1 3/8" MIN. e' EMBED •• • • •• • • •• BY OTHERS,02X BUCK 10 WOOD TO • ••• 214 WOOi SL� W SCREW • • BE PROPERLY SECURED • (SEE NOTE 2 SHEET 1) •• • • • • • ••• • 1/4- MAX. SHIM SPACE BACKER ROD & SEALANT 1/4" MAX. FASTENER HEADS MUST BY OTHERS LASHIM SPACE v ° BE COVERED WITH APPROVED SEALANT �c INTERIOR 3 7/8" CENTER " TO CENTER ° o c EXTERIOR INTERIOR 1un1s� 3/a" MIN. EXTERIOR i 1 3/8" MIN. BACKER ROD EMBED. & SEALANT BY OTHERS FASTENER HEADS MUST BE COVERED WITH 3 TRACK FRAME JAMB INSTALLATION APPROVED SEALANT 3/16" ITW TAPCON 2X BUCK/WOOD FRAME INSTALLATION, 3 TRACK 3/16" ITW TAPCON SHOWN 2 TRACK & 4 TRACK SIMILAR SILL MUST BE SET IN 1/4" MAX FULL BED OF APPROVED q SHIM SPACE NOTE: SEALANT OR NON—SHRINK 2X BUCK/WOOD FRAME SUBSTRATE SHOWN. ANCHORAGE IN GROUT EXTERIOR TRACK LOCATIONS IS TYPICAL FOR 2 TRACK AND 4 °d a 1 1/4" MIN. TRACK SYSTEMS. EMBED. 75�AM51'ERDAMDRIATE e ` WinDOOr IXvao,Ff 32832 / f 2 1/2" MIN. 3 5/16" CENTER �ARi'Irib IIVCORPORATF.D M—�/D''A8f100 ( "11 EDGE DIST. TO CENTER m �`••"'�' "`PR'�'n��"""'� aeM —DI �pp�Rwsa Q+ 1P�Aoe Ebrsuatlama�>1� 7000 SERIES LMI REINFORCED 3 TRACK FRAME VERTICAL INSTALLATION , �" & NON—REINFORCED (5'0 x 8'2 PANEL) �f6`/8 2X BUCK/WOOD FRAME INSTALLATION, 3 TRACK SHOWN 2 ut"'aop�0 ti INSTALLATION DETAILS TRACK & 4 TRACK SIMILAR Dq ki �` I— ORA" owoxa � Luis R. Lorida No.. 6 P.E. TJH 08-00638 D 62514 NTS — 12/10/08 1—`14 OF 18 . . ... . . . ... .. ... . . . .. .. . . . . . . . . . . . • • ••• • • REVISIONS 3/4" MIN. —5 13/16" CENTER TO CENTER 000 • • • • • • avRwEu 9. DESCMPTM DAM 1 3/8" MIN. . • • • • •C ER1)ADE LETTER DATED DEC. 21, 2009 01/19/10 R.L. EMBD. • • • • • • WOOD BACKED 20 GA. • •t? P& DADE LETTER oATED MAR. 24, 2010 04/07/10 Ri. MIN. STEEL STUD amu^ ~+ `�� 1/4" MAX• BY OTHERS SHIM SPACE WOOD BACKED 20 GA. 1 3/8" MIN. (SEE NOTE 2 SHEET 1) ••101N:SBTfEL4gO •• :•• •• EMBED. BACKER ROD & E%OT i 2 i HTIET-) •• •• •• 1/4' MAX • • • • SHIM SPACE • APPROVED SEALANT X10 WOOD SCREW • • •• ••• • • •• • BY OTHERS FASTENER HEADS MUST BE COVERED WITH APPROVED SEALANT INTERIOR 5 13/16 CENTER TO CENTER EXTERIOR INTERIOR utter EXTERIOR 3/4" MIN I BACKER ROD &J J10 WOOD SCREW APPROVED SEALANT FASTENER HEADS MUST BY OTHERS BE COVERED WITH 4 TRACK FRAME JAMB INSTALLATION APPROVED SEALANT 3/16" ITW TAPCON OBACKED STEEL 3/16" ITW TAPCON 4 TRASHOWN 2 TURACK & 3TRACKSIMILAR INSTALLATION, SILL MUST BE SET IN FULL BED OF APPROVED HIM MAX. NOTE: SEALANT OR NON—SHRINK F SHIM SPACE AWOODNCHORAGE BACKED E GA STEEL STUD CATONSISUBSTRATE SHOWN. GROUT ANCHORAGE IN EXTERIOR TRACK LOCATIONS IS TYPICAL FOR 2 fTRACK AND 3 TRACK SYSTEMS. e° 1 1/4" MIN. EMBED. .e' a AMSTERDAM vIBa a W11 /QQr ORLANO,FL32832 INCQRPdRATBD oncmm /, � 2 1/2" MIN. 5 1/4" 4WASUM EDGE DIST. CENTER TO ��, Ayc=svA*1M 7000 SERIES LMI REINFORCED CENTERA•+va..e1N 0921- & NON—REINFORCED (5'0 x 8'2 PANEL) s¢//&�o N�aA9 INSTALLATION DETAILS 4 TRACK FRAME VERTICAL INSTALLATION.l �, >m� WOOD BACKED 20 GA. STEEL STUD INSTALLATION, 4 TJH owo No D tuls R. Lomas P.E. TRACK SHOWN 2 TRACK & 3 TRACK SIMILAR b1 TJH OB-00638 D Florida No. 62314 M&E NTS 0A1t 12/10/08 —15 OF 18 • • ••• •• • • ••• •• •• • • •• •• • • • • ••• • ••• REVISIONS • • • • • • • • 660FUMON DATE PPAAOVF.D i •• •• • s •C PER BADE LETTER DATED DEC. 21, 2009 01/19/10 R.L. • w•• ••• • " PEI! DADE LETTER DATED MAR. 24, 2010 04/07/10 R.L. •• • • • •• ••• •• •• • • • • • ••• •• 1/4" MAX. SHIM SPACE HIM MAX. �{ 1 1/4" MIN. 1 3/8" MIN. 1/4" MAX. SHIM SPACE 1 3/8" MIN. EMBED. SHIM SPACE "IJ EMBED. EMBED. INTERIOR 1/4" ITW TAPCON INTERIOR �- INTERIOR (SEE ELEVATION a 5/8" MIN. #14 WOOD SCREW :� 5/8" MIN. FOR O.C. SPACING) EDGE DIST. (SEE ELEVATION FOR n' . EDGE DIST. O.C. SPACING) ITEM $65, #8 x 3/8", 2X BUCK/WOOD FRAME ITEM #65, ()8 x 3/8", a 2 1/2" MIN SPACE 6" FROM TOP & $14 WOOD SCREW BY OTHERS, 2X BUCK TO . ,v BOTTOM AND 18" MAX. °" SPACED 6" FROM TOP & EDGE 01ST. O.C. THEREAFTER (SEE ELEVATION FOR BE PROPERLY SECURED BOTTOM AND 18" MAX. v O.C. SPACING) O.C. THEREAFTER ITEM X65, #8 z 3/8" s> �L SEE NOTE 2 SPACED 6" FROM TOP & SHEET 1 BOTTOM AND 18' MAX. SEE NOTE 2 t WOOD BACKED O.C. THEREAFTER SEE NOTE 2 SHEET 1 20 GA. SHEET 1 MIN. STEEL 1 STUD _ EXTERIOR EXTERIOR BY OTHERS EXTERIOR POCKET HOOK STRIP POCKET HOOK STRIP POCKET HOOK STRIP MASONRY/CONCRETE INSTALLATION WOOD BACKED 20 GA. STEEL STUD INSTALLATION 2X BUCK/WOOD FRAME INSTALLATION REINFORCED REINFORCED SHOWN, NON—REINFORCED SIMILAR. REINFORCED SHOWN, NON—REINFORCED SIMILAR. SHOWN, NON—REINFORCED SIMILAR. 75R ANDO,FL 32832DRINK WiriDoor ORLANDO,FL 32832 nvcoxroxA-rHD ,45,E .,�., a.a_. +dffi1!e 7000 SERIES LMI REINFORCED 9H�te�'NM & NON-REINFORCED (5'0 x 8'2 PANEL) �+ INSTALLATION DETAILS Omnret y W DRAH: 5Z NO. 08-00638 D Lula R. Lomas P.E. Flortda No. 62514 s— NTS — 12/10/08 %Wl6 OF 18 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... Ar 1.25" 3.74" • • • REWS[ONS 1.25"--f----� .095" • • • • • s�Ev •• i�� Hare APPROVED 1.25"-�----� .075 : • • ••• C PER 04 LETHVATED DEC. 21, 2009 01/19/10 R.L .095" .095" IT .09"--{I� 0 •• ••• V, PER EQ ATED MAR. 24, 2010 04/07/10 R.L 1f Z.5" JE5" .075" .075" 2.05" -1- .075" 5.68" 3.58" 5" .68" • • • • • .095" 115.5211 �_3.58"_._�.__ •• • • • • • 075"•0 T2 RACK • . : �•,FRAME HEAD 2 TRACK SILL•pAN • ° • • 3. 5" 7.46" 3 • • • • ••• •• 6063-T6 ALUM. 2 1/2" RISER 6063-T6 ALUM. O 3 TRACK 2 TRACK 347„ FRAME HEAD FRAME JAMB ! 75"�� 6063-T6 ALUM. 6063-T6 ALUM. 825" 7 3 OTRACK OS" oa"FRAME JAMB T 075" •09" 3.125" .08" 6063-T6 ALUM. O 2T SILL INSERT 1 •075" �� 09" 3.125" 6063-T6 ALUM. 88" +"—1 r 1 z 4 TRACK T�—3.56"—� .08" FRAME JAMB 2 TRACK SILL PAN 'T (- — 7.46" •075" - -I .09" 2.5" 6063-T6 ALUM. O �8" RISER 14 4 TRACK SILL PAN 1 .075" 7'62" 6063-T6 ALUM. sa" .095" 075" 3 1/8" RISER F=TFFT- 6063-T6 ALUM. 5.52" 075" 5,41 O 3 TRACK SILL PAN 2.051 .08" .8325"1 2 1/2" RISER 09" 6063-T6 ALUM. 11 4 TRACK 2 5" FRAME HEAD }— 05" U 6063-T6 ALUM. 68 o7s" .075" �� 10 3 TRACK 7.35" • 746" SILL INSERT .08" .075" - 6063-T6 ALUM. .09"-4--- 3.125 13 4 TRACK SILL PAN -;-- �071a-z1s-" � � 2 1/2" RISER •58" I r L 075• 6063-T6 ALUM. 11 05"--�� - 5.52" 15 4 TRACK O3 TRACK SILL PAN SILL INSERT �T�.MD 7500ANDO FLAMDRIVE 3 118" RISE �1.836'� 6063-T6 ALUM. W 1111JOOr ORLANDO,FL32B32 6063-T6 ALUM. AVCORPORA7 a-b. WWW.Wiadoodnccm ! 1.836"---! U �DU� 05" �" �� ea�murdgRnga[�&e 7000 SERIES LMI REINFORCED 1.71" A�h•MN• - 6ff �sa64L� & NON-REINFORCED (5'0 x 8'2 PANEL) / 7 1.-1�6" 05" COMPONENTS IIUU11 �� ORA" ° "o' REv Luis R. Lomas P.E. 22 PANEL STOP SILL COVER 43 PANEL STOP HEAD COVER �+ t TJH 08-00638 0 Florida No. 62514 6063-T6 ALUM. 6063-T6 ALUM. scALE NTS Ogre 12/10/08 %T17 OF 18 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... Ar REVISIONS 1.16" I- 4" 1 3.652" 0 • • • • • • • • iE`/ •• oarE I aPrRovEo �- ••.09" •• C PE DAD VTED DEC. 21, 2009 01/19/10 R.L. 09' 9" 09" .07" 1.852" 1" ••• Q. PER D� lEA 1OATED MAR. 24, 2010 04/07/10 R.L. 1.3,12" 07" .09" .75" 4" 07" 07" 3.5" ��i 4' ••• : ••• • • •• • 79 3Lf.07' a 1.312" .075" 1'07" INTERLOCK STILE'•RI�`A1 ' ' • • • " 27 • • •• 0 11.852" T 6063-T6 AI•U�A! ••• • z41H 26 2s LOCKING BUTT STILE MALE BUTT STILE a" 3.1as" 6063-T6 ALUM. 6063-T6 ALUM. 075« TOP & BOTTOM RAIL 26 INTERLOCK STILE LEFT 6063-T6 ALUM. •07« 09« 6063-T6 ALUM. �- 3.75"� T 3.461" 2.115" -{ 1.312" D7" 3.5' 1 � 3.516" -I 20 HOOK STRIP 07' •09" �--4' J I WALL COVER .075" D9" D7 31a' 2s LOCK PLAIN STILE 21 HOOK STRIP WALL MOUNT •837" 6063-T6 ALUM. 3.25" 6063-T6 ALUM. 6063-T6 ALUM. .3"I_ -t— .08" 07" I` I .064" ��--1.175" 045„ 19 HOOK STRIP BASE 'I '24" 6063-T6 ALUM. �— .04" �-2.195"-� 1.13" .5" 055��.14" 79" 1.3112" 3.75' '� i .2" 1 L INTERIOR FIXED EXTERIOR FIXED T- T 3o 31 BUTT STILE BUTT STILE O31 6_4" GLASS STOP FLUSH JAMB 33 BUTT STILE & 6063-T6 ALUM. 6063-T6 ALUM. 1.82" 2" 35 063-T6 ALUM. 18 O COVER INTERLOCK COVER 6063-T6 ALUM. �.65"}-- 6063-T6 ALUM. J__ 1.175"- -{ 105" INTERLOCK 32 REINFORCING BAR 5 .075" .6" 1836 04'+ 2 -S663-b ALUM. HEAD 4% (81/4" AND 316" RECESSED JAMB 16 S TRACKCOVER .95" �- 6" .365" GLASS STOP 17 COVER 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 0.201" O O 7500 AMS7L�RDAM DRIVE TYP. 6X WitiDoor ORLANVO,FL32832 1.95" INCORPORATED "—'M.•tM* w«a+.utaw waw.uindwric�oom �'/ --- MwMIbIFiY� AowripSvlagwu3� 7000 SERIES LMI REINFORCED 05" 365' - wirlEagi�Q 1 & NON-REINFORCED (5'0 x 8'2 PANEL) 40/1,64 2' 2" 1' biMaw ppq , L'o COMPONENTS RWK'Miaei 72 FIXED PANEL Z—CLIP �' r owc 08-00638 0 Florida11 is R. om 62514. 6063-T6 ALUM, sckE NTS -- 12/10/08 sir 18 OF 18 t r M1AMIDADE ML%,MI--DARE COUNTY,FLORIDA 6 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMIMSTRATION DMSION T(786)315-2590 F(786)315-2599 PTANCE NOA www.miamidade.eoWeconodw 6WSCOP,z. ! 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 F r' i n e I) +SC I N: C'pped Extivded Aluminum Tubo Mullion w/and w/o Steel Reinforcement—L.M.I. PROVAL DOCUMENT: Drawing No. LAW--ML--100 ,title luminum Tu e u lions S eets 01 through 10 of 10, dated 04/27/10 with revision "B" dated 08/01/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos,P. E., bearing the Miami—Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control IsS jri IgM?A�CT T �. a e n S nal iss'le m ac R i to t LABELING: Each unit shall bear a permanent label with the manufacturers name or la C,.0 i•• state g cC 1J�' ....... series,and following statement: "Miami—Dade County Product Control Approved",vW4*s ofti6wisp noted •• herein. .0 0 V. . 00 *000:0 RENEWAL of this NOA shall be considered after a renewal application has beeff'fiits8eand there fnas been;•...: no change in the applicable building code negatively affecting the performance of this eMbduct. :•. • TERMINATION of this NOA will occur after the expiration date or if there has ;gOg64revisioq c.6r;0q�hange,,;,,• in the materials, use,and/or manufacture of the product or process.Misuse of this OGA!as an 4954ment.....0 of any product,for sales, advertising or any other purposes shall automatically toptninao this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal'of WA. • 0 •••.:. 0000.. ADVERTISEMENT: The NOA number preceded by the words Miami—D66 e0unty, 'Florida, ancC0... followed by the expiration date may be displayed in advertising literature. If any portion ofl�*he;14OA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0127.07 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. NOA No. 14-0908.08 MIAMI•DADE COUNTY Expiration Date: May 30,2017 k Approval Date: November 06,2014 Eft Page 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA-s No.'s 02—OSOLOS and 9S-12X2.09) 2. Drawing No. LAW—ML-1001, titled "Aluminum Tube Mullions" Sheets 01 through 10 of 10, dated 04/27/10 with revision"B" dated 08/01/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos,P. E. B. TESTS 1. Tensile Test report on 0.10"thick wall aluminum tube mullion,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI--02 TO71,dated 09/16/02,tested per ASTM E8,signed and sealed by Rafael E.Droz—Seda,P. E. (Submitted under previous NOA No. 02—OSOI.OS) 2. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 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-02-1714, dated 08/27/02, signed and sealed by Rafael E. Droz—Seda,P. E. (Submitted under previous NDA No. 02-0501.05) 3. 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 120—inch 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 previous NOA No. 02-0501.05) •••• 4. Test report on: 1) Large Missile Impact Test per FBC,TAS 141►!94. .• •' 2) Cyclic Wind Pressure Loading per FBC,TA'R IM-94 • •+ •••••• along with marked—up drawings and installation diagram of aa+'alutninuiA slidinf • 0000. glass door, prepared by Hurricane Engineering & Testing,-Xjv Test Report W...." HETI-02-1718,dated 8/27/02,signed and sealed by Rafael E.Arum Seda,.PZ. ••; •• (Submitted under previous NOA No. 02-0501.OS) 69960 .• 9 0966:6 5. Test report on: 1) Uniform Static Air Pressure Test,Loading_4CYj 'C,TAS 202-94 96 along with marked—up drawings and installation diagram of an'al unrluxra:sliding0.6 9 glass door, prepared by Hurricane Engineering & Testing:arc',;Test erepAr t No:.... HETI-02-1717,dated 08/27/02, signed and sealed by Rafael E. Droz Seda.,,.P. r. (Submitted under previous NOA No. 02—OSOI.OS) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-0908.08 Expiration Date: May 30,2017 Approval Date: November 06,2014 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 202-94 along with marked—up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory, Inc.,Test Report No.FTI --1376, dated 01/31/96,signed and sealed by Gilbert Diamond, P. E. (Submitted under previous NOA No. 95-12X 2.09) 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 two aluminum horizontal sliding windows mulled at top with a 90—inch span mullion and a 45-- inch high fixed window on top,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-1383,dated 02/13/96,signed and sealed by Gilbert Diamond,P.E. (Submitted under previous NOA No. 95-1212.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacturer, dated 05/17/10 and updated on 01/25/12,prepared, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NDA No. 12-0127.07) 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). •••• . . 6666 6666.. E. MATERIAL CERTIFICATIONS •••• •• •• 1. None. 690666 9 66 669666 6666.. 6666.. 6666 .. F. STATEMENTS • 6666 . .. 6666. 1. Statement letter of conformance to and complying with FBC S!:fAtion(20U4i,issued 9:6 6• by manufacturer,dated 09/02/14, signed and sealed by Thomas i7 Solos,ROE? : ••••;• 2. Department of State Certification of LAWSON INDUSTRI486,jTtC. as a ibr profit corporation, active and organized under the laws of the State of Fl4k4te•dated 6 6 6 9• 04/11/14 and filed at the Secretary of State. . . 6666.. 3. Statement letter of conformance to and complying with FBC—*20l0''.isSu$d by manufacturer,dated 01/25/12, signed and sealed by Thomas J. Sotos,P.E. (Sub.-pitted under previous NOA No. 12-0127.07) 4. Statement letter of no financial interest, issued by manufacturer, dated 05/20/12, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 12-0127.07) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-0908.08 Expiration Date: May 30,2017 Approval.Date: November 06,201,4 E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 5. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to the NOA's No.'s 06-0620.17 and 06-0620.18, dated 05/20/10, signed and sealed by Thomas J. Sotos,P. E. (Subinitted under previous NOA No. 10-0610.02) 6. Laboratory compliance letter for Test Reports No.'s HETI-02-1714, HETI42-1716, HETI-02-1717, HETI-02-1718, dated 8/27/02 and HETI-02-T071,dated 09/16/02, all issued by Hurricane Engineering &Testing,Inc., signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under previous NOA No. 02-0501.05) 7. Laboratory compliance letter for Test Reports No.'s FT1-1376, dated 01/31/96, and FTG-1383, dated 02/13/96, both issued by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond,P.E. (Submitted under previous NOA No. 02-0501.05) G. OTHERS 1. Notice of Acceptance No. 124127.07, issued to Lawson Industries, Inc. for their Series "Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement -L.M.I.", approved on 03/29/12 and expiring on 05/30/17. 00041 4141 4141 4141.... 4141.... 4141.. 4141 4141.. . 4141 4141... 4141.... 4141.. 4141... 00 00 041 41 4141.... 4141.... . . . . 4141.... 4141.... . 4141.... 4141 4141. 4141 Jaime D.Gascon,P.E. Product Control Section Supervisor. NOA No. 14-0908.08 Expiration Date: May 30,2017 Approval Date: November 06,2014 E-3 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT E° • • • Mi iCAN BE oUSED&WITH ALL LAWSON'S MIAMI—DADE t ANCHOR/CLIP ANCHOR/CLIP • • • • • EOLfNTY APPROVED IMIPACT AND NON—IMPACT PRODUCTS. GLAZINGPRODUCT _ HORIZONTAL MULQ01� •• • • ACTANGQLAR AU MINUM TUBE MULLIONS00 e y ANCHOR/CLIP HORIZONTAL MULLION 3 GLAZING ••• ••• ••• •• USIN6•MULLIBN PROPERTIES ONLY F M .1 2 $ PRODUCT + n GENERAL NOTES: o •• • • R0:6& F�S•BEEN DESIGNED TO COMPLY WITH THE 3 y z 3 3 •• •ee R[t E TS•0j THE F`MDA BUILDING CODE 2014 EDITION INCLUDING z 6e In +'c� • • • •H H DCIV HURRIQWE ZONE (HVHZ). z° q z VERTICAL VERTICAL II • • • •ALL•GL NL@ PR 00 USED WITH THESE MULLIONS MUST MEET THE w= o MULLION MULLION 3 000 • • pPLI(�BL�FLEI�(�BLOC CODE REQUIREMENTS I.E: WIND LOAD,WATER g a c2 3 INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. �I, II 3. MULLIONS ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS, o = c� _ INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. ti PQ _ GLAZING GLAZING GLAZING ��d t- GLAZING 3 � PRODUCT PRODUCT PRODUCT 0)) PRODUCT 4.WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER y �s LOADS TO THE STRUCTURE. Q 5.ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS.ANCHORS >() a EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. $ ANCHOR/CLI 3 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS . ARE NOT PART OF THIS APPROVAL. �a 7.A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF p — p a WOOD ANCHORS ONLY. ImA,d 6 8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, Wt W2 W3 THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET MULLION SPAN MULLION SPAN THE REQUIREMENTS OF THE 2014 FLORIDA SLOG.CODE -SECTION 2003.8.4. WIDTH (W) = wt + W2 + W3 MULLION & CLIP NOTES: 2 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET 2 OF 10 FOR DETAILS AND NOTES. ANCHOR/CLIP ANCHOR/CLIP " REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS a HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET a 4 OF 10 FOR DETAILS AND NOTES. N GLAZING " REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS g VERTICAL PRODUCT ` `` 3. FOR CUP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 3 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. ° w MULLION + a • REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS Y GLAZING GLAZING PRODUCT PRODUCT Z)ca GLAZING GLAZING II u z z PRODUCT PRODUCT a� 3 3 • VERTICAL Z)W v a ANCHOR/CLI MULLION d d ANCHOR/CUP 0 Wl W2 " c W MULLION SPAN PRODU(.TRRVISBD Wt + W2 W1 + W2 'n.dmp`yin> vIIHOaI ! e WIDTH (w) = WIDTH (W) = �8,pg 2 2 ntccpmow No „�.n�urynn Z(J•j� � y �� TYPICAL MULLION ARRANGEMENTS - ;i;nrni�.;war,aicic0uhui 1 a . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 1.690 .062 Ass • • ••• • •.. a ash rYP. __ • • • • • •• • o • • to a Rl aooe • • •r- • • • tO� � 1.405 • 0 ••• • •• • 1•S90 M CIO I03 (q o 4.000 4.000 .115 L732 rF .125 }-il Q m V C7 0 aaDG 3•Gee 3.0eD us I �,o o d N • • •• •• 2 X 4 TYPICAL • • • ... • • • •2,000 L732 2.062 s h 3 M4500-�1 STD. TUBE FRAME • • • • • • •• 2AOD z o o Of • • • • •• • • z q O 2X MULLION CLIP MULLION • : • • • • • • • I c 8083-TB a�rlI IO2 1.000 A56I IO2 �L M•fA00�1 A56r .078 NOTCH 'L' 6.000 hiA62� 1.188 M•L062+1 1.188 L062 A z �2 OPTIONAL 2 X 6 1 X 4 1 X 3 1 X 3 1 X 2 1 X 2 ~ GT o STD. TUBE CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION MULLION 6063-TS 6063-T6 6063-T8 6063-T8 8083-T8 E� Ixx: 2.070 int Ixx: 1.000 int Ixx: 0.950 int Ixx: 0.370 int Ixx: 0.330 int ® Sxx: 1.035 in! Sxx: 0.667 in3 Sxx: 0.633 in3 Sxx: 0.370 0 Sxx: 0.330 in3 2.000 (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) (FM FRAME) GE FRAME) ~ m � c i STANDARD TUBULAR SHAPES �� as comply wRk lA»Ni6YWe q' �J 1 IWALL 125'ALL ALL Bw'IdiO@Co O o �-7 ij+I AuoY=s0ss-rs 1.oDo n.�c,:mce b --I1 .125 y o .750 TYPICAL r I Gr�•o D GLAZING PRODUCT I;y_ da w�a- .i 124 �`�'°( • rottuci ConiTo 2000 1.000 � � 2.000 .125 2.256 D 4.000 -�L000- .125 h4 6 'I 6.000 3.000 i a25 4.500 2.01I00 �, c iX MULLION CLIP 2.000 3.000 4.000 4.000 L .}¢o MULLIONS CONTAINING 6063-T6 I 1 x 4 1 x 3 t x 2 v # m a STD. TUBE MULLION STD. TUBE MULLION STD. TUBE MULLION � L NOTCH L, TYPICAL GLAZING PRODUCTS 2 X 6 6063-T6 6063-TB 6053-T6 OPTIONAL HORIZONTAL OR VERTICAL 2 X 4 Ixx: 2.070 int Ixx: 0.950 in! Ixx: 0.330 int µ Sxx: 1.035 in3 Sxx: 0.633 in3 Sxx: 0.330 0 " ® a SEE WINDOW OR DOOR APPROVAL FOR SSD. 8083--T8 8083-T6 TU8MULLION STD. TUBE MULLION a FASTEkERS SIZES AND SPACING •8 o e ixx: 8.280 int Ixx: 2.980 int uZ A Sxx: 2.760 in3 Sxx: 1.490 0 1:2 A CLIP LENGTH RECTANGULAR ALUMINUM TUBE MULLIONS a MULL "L" INSTRUCTIONS: USING MULLION PROPERTIES ONLY I X 2 USE CHARTS AND GRAPHS AS FOLLOWS. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT 2.688 1 X 3 2.688Em° ' STEP 1 D�TNE oeslGN LOAD REQUIRED FOR PARTICULAROPENING.cufaROPENING. AND CAN BE USED WITH ALL LAWSON'S MIAMI-RADEG. COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. NOTCH I X 4 3.688' STEP 2 USE APPROVED CLAM PRODUCTS MEETING ABOVE LOAD V - REQUIREMENTS. OPTIONAL 2 X 4 3.688' STEP 3 USE CONN CTION TO MULLION AS PER PRODUCTAPP 125 Mm. 2 X 6 5.688' STEP 4 SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET 2800 USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE i OF 10 FOR BUILDING CODE COMPLIANCE. 1. ALL CLIPS AND ANGLES ARE TO FIT STEP S WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 2 SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE. . MULLIONS MAY BE ORIENTED VERTICALLY OR r f ANGLE CUP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 8 THRU 8 AND ANCHOR CHARTS HORIZONTALLY. a �2.000� 8063-T6 INTO TUBE MULLIONS, SHEET 9 OPTIONAL ONO.� ON SHEET 9,SELECT THE DESIGN ANCHOR TYPE SPECIFIED DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION AT ARRANGEMENTS OR STACK CONFIGURATIONS. A . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • ••• • • • • ••• B TUBE MULLIONS TUBE MULLIONS Width MULL SPAN 1X2 1X3 1X4 2X4 2X6 Widthw MULL SPAN 1X2 1X3 1X4 2X4 2X6 rdMULLSP 2 1X3 1X4 2X4 2X6 19 150.0 150.0 150.0 150.0 18 28.3 81.5 150.0 .0 450.0 •• • - 19.3 42.1 60.5 150.024 150.0 150.0 150.0 150.0 150.0 24 212 61.1 133.2 •1 .0 8506 • : • _ 31.5 45.4 126.230 123.0 i50.0 150.0 150.0 150.0 30 17.0 48.9 105-5 1 .0 150.0 • • • 25.2 36.3 100.9 O ti3fi 102.5 150.0 150.0 160.0 160.0 36 40.7 88.8 YL7.8••+150.0 ••• •_ 21.0 30.3 84.1 ro� �42 87.9 150.0 150.0 150.0 150.0 42 34.9 76.1 109.5 150.0 18.0 25.9 72.148 38-39' 76.9 150.0 150.0 150.0 150.0 49 74.114" 30.6 66.6 95.8 150.0 120" 15.8 22.7 63.1 64 68.3 137.6 150.0 150.0 150.0 64 272 59.2 85. 60 64 ••• - 202 56.1 0.1 M 60 61.5 123.9 150.0 150.0 150.0 60 24.4 53.3 7a7 4448 •60• 0 • 182 50.5 h 66 55.9 112.6 150.0 150.0 150.0 66 222 48.4 69. 66 :0 16.5 45.9 Z 72 51.3 103.2 150.0 160.0 150.0 72 20.4 44.4 63.9 420 0729 0 0 _ 15.1 42.1 S w= x 0 ' g 78 47.3 95.3 150.0 150.0 150.0 78 18.8 41.0 5g 1105 -W-78-w-- ••• • 38.8 18 89.3 150.0 150.0 150.0 150.0 18 56.3 122.6 15110 150.0 18 31.6 45.5 126A � 24 67.0 150.0 150.0 150.0 150.0 24 42.2 92.0 1324 150.0 24 23.7 34.1 94.8 1 30 53.6 142.3 150.0 150.0 150.0 30 33.8 73.6 105.9 160.0 30 19.0 27.3 75.8 W 36 #3-5 44.6 118.6 150.0 150.0 150.0 36 28.1 61.3 88.3 150.0 36 16.8 22.7 63.2 Z 42 38.3 101.7 150.0 150.0 150.0 42 24.1 52.6 75.7 150.0 42 L24.3 19.5 54.2 48 606/8" 33.5 89.0 145.4 150.0 150.0 48 84" 21.1 46.0 662 140.8 48 132" 17.1 47A 29.8 79.1 --IN.-2 150.0 150.0 54 18.8 40.9 58.8 1252 64 15.2 42.1 60 26.8 71.2 116.3 150.0 150.0 60 16.9 36.8 53.0 1127 60 37.9 24.4 64.7 105.7 150.0 150.0 66 15.3 33.4 48.1 1024 66a72 22.3 59.3 96.9 139.5 150.0 72 - 30.7 44.1 93.9 72 31.6 N o78 20.8 54.7 89.5 128.8 150.0 78 2B.3 40.7 86.7 78 29.2 {� °C18 62.6 150.0 150.0 160.0 160.0 18 37.7 82.1 118.3 150.0 18 35.0 97.4 24 46.9 135.1 150.0 150.0 150.0 24 28.3 61.6 88.7 150.0 24 18.3 26.3 73.0 30 37.5 108.1 160.0 150.0 15110 30 72.6 49.3 71.0 150.0 30 21.0 58.4 36 31.3 90.1 150.0 150.0 160.0 36 18.8 41.1 59.1 143.8 36 17.5 48.7 a 42 28.8 77.2 131.1 150-0 150.0 42 16.2 35.2 60.7 123.2 42 15.0 41.7 48 57" 23.5 67.5 114.7 150.0 160.0 `8 96„ 30.8 44.3 107.8 48 144" 36.5 64 2D.9 60.0 101.9 146.8 160.0 64 27.4 39.4 95.8 54 32.5 �Z 6fl 18.8 54.0 91.7 1321 150.0 80 24.6 35.5 86.3 60 29.2 66 17.1 49.1 83.4 120.1 160.0 88 22.4 32.3 78.4 68 26.6 72 15.6 45.0 76.5 110.1 150.0 72 2D.5 29.6 71.9 72 24.3 < 78 41.6 70.6 101.6 150.0 78 19.0 27.3 66.3 78 72.5 It 18 48.3 133.4 150.0 150.0 150.0 18 28.5 57.7 83.1 150.0 18 31.0 88.1 24 34.8 100.0 150.0 150.0 150.0 24 19.9 43.3 62.3 150.0 24 23.3 64.6 + 30 27.8 80.0 150.0 150.0 150.0 30 15.9 34.6 49.8 136.3 30 18.6 51.7 36 232 66.7 125.2 150.0 150.0 36 28.8 41.5 113.6 36 15.5 43.1 42 19.9 57.2 107.3 150.0 160.0 42 24.7 35.6 97A 42 36.9 48 83" 17A 50.0 93.9 135.1 150.0 48 108" 21.6 31.1 85.2 48 150" 32.3 a 64 16A 44.5 83.4 120.1 150.0 64 19.2 27.7 75.7 64 28.7 60 40.0 76.1 108.1 150.0 80 17.3 24.9 66.1 80 25.8 z a g 66 36.4 68.3 98.3 150.0 88 1 15.7 22.7 62.0 88 23.5 T2 33.3 62.8 90.1 150.0 72 20.8 56.8 72 21.5 < 78 30.8 57.8 832 150.0 78 r177 19.2 52.4 78 18.9 HORIZONTAL MULLION 'cLAztNc _ TYPICAL MULLION ARRANGEMENTS ((gg s VERTICAL PRODUCT �.` �y MULLION ARCHES TO BE WSCRIBED `. Z INSIDE RECTANGULAR SHWE NOTE 2r GL47JKG GLAZING PRODUCT P+OD�T MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED PRODUCT R6VLSBD b ? >tY of as complying wRN the NIQMa 3 VERTICALLY OR HORIZONTALLY. ctulHc GLAZING isuaatl�coao C -fn} PRODUCT PRODUCT (INTERPOLATION BETWEEN WIDTHS ALLOWED) rpinRiVyn�VNue � W1 + W2 a WIDTH (W) = MULLION SPAN 2 41amiT)adeProductC�Dtml I:,,,;,;�`�' L I A . . ... . . . ..• .. .. . . . .. .. . 3.690 J_ .tzs L000 A62r b88t312. L000.156 TYP. -- • 1.500 y ,^ ,Y•• '� b1.405 •• i to4.000 4.000 3.0W .115 3.732 2 X 4 4A003� 03.000 3.062 MUWINDOl.wwDOw FRAME4.5¢¢2X MULLION CLIP ] I • 3A00 OD (LO8083-T8 •108L062+1 , ' TUBE 3 f.f89 a NOTCH •L• 6.000 STD. TUBE FF�� 1 X 4 IF- STD. TUBE MULLION 1 X 3 w OPTIONAL MULLION 1 X 4 STD. TUBE MULL30N 1 X 3 6063-TS CUSTOM MULLION W CUSTOM MULLION 6063..76 CUSTOM MULLION 8083-T6 w tp� 6063-TB 8083-TB • 4 4 Ixx 2.168 in! Ixx: 2.218 in! F vi Ixx: 4.709 in. Ixx: 4.709 in. I&)83-T6 2.168 in. 3 � z o s 3 3 Sxx: 1.445 in. Sxx: 1.479 in U Sxx: 2.355 in. Sxx: 2.355 in. Sxx: 1.445 in. z yyy (FLANGE FRAME) (FLANGE FRAME) (FIN FRAME) ®N p a o STANDARD -.125'LAR ALL P-000- ALLOY A00 p R ,j ALLTYPWALL 0.125'ALL L580 (��11(♦7 O L ALLOY= 8063-TB .750 II ;j TYPICAL GLAZING PRODUCT _1' X380 IIS--2A00 tj Lmo L625-1 2.000 .125 2a?M I 4.000 �--- .j I 6.1X10 /12&11.5. 012'O.C. 4.000 ,125 4500 0 o a 1X MULLION CLIP 3A00 4000 3b2S e- 8083-T8 MULLIONS CONTAINING m L' L' NOTCH TYPICAL GLAZING PRODUCTS C4x5.4 OPnow HORIZONTAL OR VERTICAL PRODUCTREVISED aamEupLylugw101gwrlerlda a ,� SEE WINDOW OR DOOR APPROVAL FOR 2 X 6 2 X 4 Rullding Code (^/ FASTENERS SIZES AND SPACING AcciplmlceNo G 0 o STD. TUBE MULLION STD. TUBE MULLION E j TIDO x 6083-TS 8083-T8 ` 1 o a x Ixx:19.648 in! Ixx: 7.649 in4 Ry u� q Mi ¢d6Plnductcontrol CLIP LENGTH Sxx: 6.549 in? Sxx: 3.825 in? a $ RECTANGULAR ALUMINUM TUBE MULLION5 $ INSTRUCTIONS: MULL L. USING MULLION PROPERTIES ONLY 4.`fl ERr.1} 1 X 2 1.688' USE CHARTS AND GRAPHS AS FOLLOWS THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT .` STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. Jn re 1 X 3 2.688' AND CAN BE USED WITH ALL LAWSON'S MIAMI-DACE STEP 2 USE APPROVED GLAZING PRODUCTS NEETiNG ADDVE LOAD COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. r ; NOTCH I X 4 3.688' REUUNREMtNM - .. �l OPTIONAL 2 X 43.688' .STEP 3 USE ON TO MULLION AS PER PRODUCT �' _ �� .•', APPROVAL 1zs 1RN. 2 X 6 5.688' STEP 4SPECIFY mmamuM sHw SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET o13 p000 USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE I OF 10 FOR BUILDING CODE COMPLIANCE. 1. ALL CLIPS AND ANGLES ARE TO FIT STEP S WITH DESIGN RATWG MORE THAN DESIGN LOAD SPECIFIED 2. MULLIONS MAY BE ORIENTED VERTICALLY OR 9. SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE. HORIZONTALLY. $ ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS a f 6083-T6 INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SHEET 9,SELECT ANCHOR TYPE wRH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION 6j I.-2ALO--I ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED w STEP 1 ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. FC L3 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS Width w. MULL SPAN 1X3 1X4 2X4 2X6 Width w MULL SPAN 1 X 3 1X4 2X4 2X6 Width(w) MULLSPAN 1X3 1X4 2X4 2X6 18 150.0 160.0 150.0 150.0 18 150.0 150.0 150.0 1b .0 18 • • 4 95.7 150.0 150.0 o z 24 150.0 150.0 150.0 150.0 24 139.5 150.0 150.0 °159.0 0 44 •• • 33" 71.8 116.6 150.0 30 150.0 150.0 150.0 150.0 30 111.6 150.0 150.0 ;151.0 39 • 1 26 4 57.4 93.2 150.0 'O 36 160.0 150.0 160.0 150.6 36 93.0 150.0 150.0 %0.0• 0 3600 • • •22.0m 47.8 77.7 150.0 M r S 42 150.0 150.0 150.0 150.0 42 79.7 150.0 150.0 150.0 42 18.9 41.0 66.6 150.0 �a v w 48 38-318" 150.0 150.0 150.0 150.0 48 74-114" 69.7 150.0 150.0 150.0 48 120" 16.6 35.9 58.3 149.7 0 .. A m 54 150.0 150.0 150.0 150.0 54 62.0 134.0 150.0 150 4 31.9 51.8 133.1 60 150.0 150.0 150.0 150.0 60 55.8 121.2 160.0 150.0 • 60• •• i•• • - 28.7 46.6 119.8 66 150.0 150.0 150.0 150.0 88 50.7 110.1 150.0 150. 8 •° ° 0- 26.1 42.4 108.9 Z i e Z 72 150.0 150.0 150.0 150.0 72 46.5 101.0 150.0 150.0• 2• • • • • 23.9 38.9 99.8 o o 78 150.0 150.0 150.0 150.0 78 42.9 93.2 150.0 150 °78 • • • •°° °°- 22.1 to 35.9 92.1 a & $ 18 150.0 150.0 150.0 150.0 18 128.4 150.0 150.0 150.0 18 33.1 71.9 116.8 160.0 24 150.0 150.0 150.0 150.0 24 96.3 150.0 150.0 150.0 24 24.8 53.9 87.6 150.0 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 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 w 42 150.0 150.0 150.0 150.0 42 65.0 119.5 150.0 150.0 42 30.8 50.0 128.5 E- 48 60-618" 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 54 150.0 150.0 150.0 150.0 54 42.8 93.0 150.0150.0 54 24.0 38.9 100.0 60 150.0 150.0 150.0 150.0 60 1 38.5 83.7 135.9 150.0 60 21.6 35.0 90.0 ~ Q o Be- Qf 147.7 150.0 150.0 1 150.0 66 35.0 76.1 123.6 150.0 66 19.6 31.8 81.8 a 72 136.3 150.0 150.0 1 150.0 72 32.1 69.7 113.3 150.0 72 16.0 29.2 1 75.0 6 78 124.9 150.0 150.0 150.0 78 29.6 64.4 104.6 150.0 78 16.6 26.9 69.2 18 950.0 150.0 150.0 150.0 18 86.0 150.0 150.0 150.0 18 25.5 55.4 69.9 150.0 ~ a 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 F 30 150.0 150.0 150.0 150.0 30 51.6 112.1 150.0 150.0 30 15.3 33.2 54.0 138.6 Cn 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 a 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 c 48 57" 160.0 150.0 150.0 150.0 48 96" 32.3 70.1 113.8 150.0 48 144" 20.8 33.7 86.6 54 137.0 150.0 150.0 150.0 54 28.7 62.3 101.2 150.0 54 18.5 30.0 77.0 60 123.3 150.0 150.0 150.0 60 25.8 56.1 91.1 150.0 60 16.6 27.0 89.3 66 112.1 150.0 150.0 150.0 66 23.5 51.0 82.8 150.0 66 15.1 24.5 63.0 3 S a 72 102.8 150.0 150.0 150.0 72 21.5 46.7 75.9 150.0 72 - 22.5 57.8 78 94.8 150.0 150.0 150.0 78 19.9 43.1 70.0 150.0 78 20.8 53.3 X 18 150.0 150.0 150.0 150.0 18 60.4 131.2 150.0 150.0 18 22.8 49.0 79.6 150.0 4 a 24 150.0 150.0 150.0 150.0 24 45.3 98.4 150.0 150.0 24 18.9 36.7 59.7 160,0- 30 150.0 150.0 150.0 150.0 30 36.3 78.7 127.9 150.0 30 29.4 47.7 122.6 36 150.0 150.0 150.0 150.0 36 30.2 65.6 106.6 150.0 38 24.5 39.8 102.2 42 130.5 150.0 150.0 150.0 42 25.9 56.2 91.4 150.0 42 21.0 34.1 67.6 $ 48 63" 114.2 160.0 150.0 150.0 48 108" 22.7 49.2 79.9 150.0 48 150" 18.4 29.8 76.6 54 101.5 150.0 150.0 150.0 64 20.1 43.7 71.1 150.0 b4 16.3 26.5 68.1 z 60 91.3150.0 150.0 150.0 60 18.1 39.4 64.0 150.0 BO - 23.9 61.3 j z 66 83.0 150A 150.0 150.0 66 16.5 35.8 58.1 147.0 66 21.7 55.7 ' 72 76.1 142.4 150.0 150.0 72 16.1 32.8 53.3 134.8 72 19.9 51.1 a 78 70.2 131.4 150.0 150.0 78 30.3 1 49.2 124.4 78 18.4 47.2 HORRONfAL MULUON s -c`IAzlrtc TYPICAL MULLION ARRANGEMENTS VERTICAL :� PRODUCT MULLION ARCHES TO BE INSCRIBED , Z INSfDE RECTANGULAR SHAPEGAZING �r NOTE �$ R PRODUCT PROF CTG MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED PRODUCi•REVLSED In Os oamplying whA 1110 Florida N - 3 VERTICALLY OR HORIZONTALLY. uldIng ap1 � o GIAZING HAZING Accept0000 1. 1j2, p PRODUCT PRODUCT (INTERPOLATION BETWEEN WIDTHS ALLOWED) W1 W2 WIDTH (W) = wt + w2 vli0mi bode Produce Cm lrol W MULLION SPAN 2 �d . . ... . . . ... .. .. . . . .. .. . . • . . . . . . . . . . ... . . . . ... 1 1/4' MIN. 5/16'TAPCONS 5/16'TAPCONS N. EDGE DIST. 1-1 MIN.1YOOD PENETRATION 2-3 16' CONCRETE OR DGE 01ST. 2 PER CUP 1 ON EACH WING 1-1/2'MIN.WOOD PENETRATION uy� ( ) t PER ANGLE 4" LLOW BL CK •• •• s/1 •• •: }••• 5/16 TAPCONS M. o x M *D;INT6�A N • •1-34.UIN.EMBED INTO MASONRY 3/4 • 4ER CVP(2 N FAC�i ANG • • 2 PER ANGLE E MIN. I • . .�f • ro yqq z \Z 1 •\Z• • •1 .• � • `Z 1- N1 r0 N w •• • • • •• I la',•v $ I II I I • • • . . . • • • 1 I I II II II • I I 11 O O Z 'a O N ----- 2 7/16" • • ♦t • I • • • I I I (�w x ti o I I 2�, 1X FLOATING CLW 'I U u.uM2nNo1.E6• MIN. •• • • M I • • • •• 1 I 1 cl s n. o llJl 1L_J1 / \ MOOD BUCK I I I I s - --_-- WOOOD BUCK 11 11 ALUM Nidi a Q _-_____ 1 �+ ix FLOATING CLW I 1 I 1 1 1 c-4 I 1 1 I W LI 1 1 I I I 3/4" MIN. 5/16•TAPCONS ANCHORS TYPE 'D' (INTO BLOCK) Z p 1 PER AN EDGE DIST. 1-1/2•MIN WOOD pX, noN ANCHORS TYPE 'G' (INTO CONCRETE) N - 4 ANCHORS THRU iX BUCK ® a ALL CLIPS AND ANGLES TO FIT SNUG c a N INTO TUBE MULLIONS. INTO CONCRETE OR BLOCK 1 \ 1 1 TAPCONS MAY BE HEX OR FLAT HEAD. 1"x4' & 2"x4' MULL MIN. EDGE DIST. 1 I 2--3/16" CONCRETE OR 10 11 I I 4" HOLLOW BLOCK 5/16•TAPCONS5/16'TAPCONS t 1 2 1-3/4'MIN.EMBED INTO MASONRY 1-3/4-MPI.EMBED INTO MASONRY BY 1 1 2%2 X 1/B' 2 PER CUP(1 ON EACH—0) 1 PER ANGLE ------------ WOOD BUCK 1 ALUM ANGLE 1 I I i ALL CLIPS AND ANGLES TO FR SNUG - i. •'M ALTERNATE INTO TUBE MULLIONS. I A °' ~°,• ' o y ANCHOR LOCATION TAPCONS MAY BE HEX OR FLAT HEAD. • 1 I �i ANCHORS TYPE 'A' 2 ANCHORS INTO WOO 10Y ,� I / I I LE WOOD BUCK IL_J 1X FLOATING CLW II ALUM2ANG1 5/16•TAPCONS N 1 ------1 1 I L 1 1/4' MIN. 1-1/2'MN.WOOD PENEIPATION B/16'TAPCONS \ E E D 4 PER CLIP 2 ON EACH WNG 1-1/2'MN.WOOD PEND TION 1 1 1 1 I I ( ) 2 PER ANGLE 7 I 1 I I I N Lv 'ANCHORS TYPE 'C' (INTO BLOCK) 1 -"m •' •`• ° Z ANCHORS TYPE 'F' (INTO CONCRETES � ' 1 ..t 1 - \ vt' 1hg 2 ANCHORS THRU 1X BUCK `E14sif11fld.r e 1 INTO CONCRETE OR BLOCK ki 1 I G . X 1 1/4" MI I I II I I [FLOATING CUP I I All-VAN-.1... / i •'�� 1 G �:� *6I2 BY I I U 1 i PRODUCTRBVISGD \ 1 I wowBUCK complying Wilk the Moddo � j I I I I I 1 �-_________ g dc Building MIS!Ol�Q3. 0 1 ActtpIII t°phatipgD ANCHORS TYPE 'B' TERNATE 4 ANCHORS INTO WOOD ANCHORALOCATTIION wamTl3ada Pro ncl Conlfol C A • . •.• . . • •• .. .. . . . .. .. . . . . . . . . . . . . . . ... . . . . ... MIN. EDGE DIST. MIN. EDGE DIST. 5/I6•TAPCONs 2-3/16" CONCRETE OR • • • •.• • 000 y y4 2-3/16" CONCRETE OR I-3/4'MIN.EMBED INTO MASONRY 4' OLLOW BLOCK 2 PER CLIP 1 ON EACH WING) 5 18'T S • • • • •5/ NS •• • 5 18'TAPCONS C 4° HOLLOW BL K 3 1 f 4" / • *I ■�� T O • • / o In f-3/4'FIN.EMBED INTO • -3/ QIN.tMBEO 0 IAcs0Npg[;Y •1-3 �d�1.EMBED INTO MASONRY O q MIN I P ANGLE 3 INp • • rER CUP(7•ON�� .' • • • 2 PER ANGLE �I• M - 'I M "t 1 'f 1 I. O � t' K� f • W UI O . •t la '•` � . • -. to 3 LL v •• • • .• v z� 1! Inn g II II II 1I • • • • I.11 • 1 I Z p� .7-: Hq-i 1 11 11 I 11 11 1 1 O O 'i O I I • • • • •I • • 1111 1 I 00 M a 0.R i�yy+1 I I I I CONCR OR i i 1 j l I I CONCRETE OR I I I •, !g5 CRETE OR IL=iI CEM BLOCK II 1 IL-_J CEMENT BLOCK I 1 I i _______ , 'I I' 2 X 2 X 1/B' ((� ..II II I I 2 X 2 X 1/8' 1----------- 'C'4 -- CEL BLOCK I I U J ALUM ANGLE I -- -'------ f i I I I I ALUM ANGLE •,� � 1 I I I NO CLIP I I � 2 7/16 I FLOATING CU I 1 f LI Z z 9i I 1 I I I I I MIN. 1 I 1 I O I I I I I 1 i i I I I a (� 3 1 N U h ~7E MIN. •.e' " MULL MULL- rn ANCHORS PE 'C' INTO BLOCK ANCHORS TYPE 'D' INTO BL W T 1 ANCHORS TYPE INTO CONCRETE ANCHORS TYPE 'G' INTO CONCRE 2 ANCHORS INTO CONCR OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK \ T 1 1"x4" & 2"x4" MULL ~--------- ALTERNATE MULL fl 'VL 1 I ANCHOR LOCATION d' NULL FLOATING ILL— CEECONCRETE ENT�OA It_____ -41 5/18' DNS • I'• "' 1-3/4. I ' �•!i...•'1. '' ..1�• M }.t b •.1...:.. MASON .- �� •q 2 PER CUP gg 4E I ON EACH WING) 5/18'TAPCONS 1-3/4'MIN. INTO MASONRY y3 I 1 1 I 2 SIAS 21 PER A1'GLE 4 P (2 ON EACH YANG) � g ii \ ti it ALL CLIPS AND ANGLES TO FIT UG INTO TUBE MUWONS. a... TAPCONS MAY BE HEX O FIAT HEAD. PRODUCT RMSCD - •• `.�'` .. • '° .•i •• m co,plying,vitil the Florida . v'• Codc PS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED %,, wNo- OJ��,,��--//yy( R "'•.,, v a Z Acceptwlw NoGr.'/ / yV•OVF��. • M 1 1 ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR g9UI WAT -WHITE METHACRYLATE LACQUER. BY_-.µ. 1'• - . TAPCONS 1-3/4'MIN.EM(#D ryDep>S 17e(1e P10 uti COntfO� IMO MASONRY- 1 PER ANGLE q • . ••. . . • •.. .. .. . . . .. .. . . . . . . . . . . . ••• . . . ... . . . . ... MIN. EDGE DIST. Al 2-3/16" CONCRETE OR 2- R HOLLOW BLO K 3-3 4" 5/16"TAPCONS • 3-3/4"• ••• • •46}16'TAPOONS a 4 / • • • • • • •• 1-3/4'MIN.EMBED INTO MASONRY OO g MIN. 1-3/4'MIN.EMBED INTO MASONRY - .--WN• •fib • •61 PER CUP 2 ON EACH NTNG Q jtl 4 PER CLIP(2 ON EACH WING} • • • • • • ( ) � • • • • . •� • O o z • _ ( g CLIP LE TH w MULL "L" •• rn o c m 1 2 X 4 3.688' • 3 z° z • z 2 6 5.688' • • • • •• • • poN q 2X6 MULL 16'TAPCONS N DOD Bl7CIK RI o 1 j —3/4"MAN.EMBED INTO MASONRY \ 2X6 MU 5/16'TAPCONS 't` A 4 PER q.IP(2 ON EACH WING) 1-3/4'MIN.EMBED INTO MASONRY 1 I r----------------- -----------� z i 3/4° � � a PER cLlr(2 ON EACH YANa) � Z. iii -------- ---------- MIN. r---------- 1 MIN. 3/4" i I 1 I Q + 2X6 MULL i p qqq� w 2X6 MULL CLIP LENGTH 2X6 MULL G�----------- MULL L' ~ a :r 2 X 4 3.688' 2 X 6 5.688' --__ - -- M V 3-3/4. FU o a MIN. 8 $ � s 11/16" 1 ALL IPS AND ANGLES TO FR SN ANCHORS TYPE 'E' (INTO BLOCK) wro SE MULUONS. ANCHORS TYPE 'H' (INTO CONCRETES eilcK NCHORS TYPE 'E' (INTO BLOCKY S TAPCON BE HEX OR FLA HEAo. 4 ANCHORS THRU 1X BUCK $ o ANCHORS TYPE 'H' (INTO CONCRETE} CLIPS OR ANGLES CONNECTED DIREC TO MA RY TO BE PROTECTED INTO CONCRETE OR BLOCK 2'X6"MULL SHOWN m ANCHORS INTO CONCRETE or BLOCK WITH ALKALI-RESISTANT COATINGS, SUCH BITUMINOUS PAINT OR u i 2'X6' MULL SHOWN WATER-WHITE METHACRYLATE LACQUER. Y z z z ocd N PRODUCT RUVIS13D •� o " sa ron;nly4ug VAlk(hallorida Bi41rling Cmde Aa-:1,wc I41 _ f•XPii7iTYnPDat •. N4Iaall lDado i'rodasi Control_ Ga •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• MIN. EDGE DIST. 5/16"TAPCONS 2-3/16" CONCRETE DR 1-3/4"MIN.EMIRM IWO MASONRY 3-3/4" CLIP LENGTH y 4" HOLLOW BL K 4 TOTAL(2 ON EACH WING) MIN. % MULL ids lo. •f• iff •� i•• o • • • ••• •• 0O 14 IX 2 1. 0, O 1 X 3 2. 00 so 0 •; 1 X 4 3.688' o m c 2 X 4 3.688' m o o Lw ° 1 I 1 I 1 1 • • • • •• •f• •• 4Y i i i i 2 X 6 5 688' • • • • s • • • Z 1 2 -7/16' 1 1 I 1 1 1. ALL CLIPS AND ANGLES AR =() • • • • •• • z° o Z 1 MIN. 1 2x4 or 2x6 M"u 1 I I • • •• • • q 1 1 1 1 1 1 2 x z A'NG 4' SNUG INTO TUBE MULLIONS. • • • • • • • u�i x x o L1 ____i L� LJ ALUM ANGL� 2• WHERE ANGLES ARE NOT.-J SN:G m S a o _________ • • • ••• •• INTO TUBE MULLIONS, SEE OPTIONAL I 1 I I ANCHOR.DETAIL AT SHEET 9 OF 10. a -- w z � CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED /t0 Et . TUBE MULLION a q WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER-WHITE METHACRYLATE LACQUER. !J MIN. EDGE DIST. A --------- -------- m 2-3/16" / CSTE OR 4 HOLLOW L /12 F.H. W a 1/8'THICK ALUM CHANNEL 1 I U LENGTH 70 FITSNUG INTO M1R110N TUBE MULLION F a TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION C5 .. .. OF CUP AN LOCATION OF SCREWS CONNECTING 's •`d•: CAULK JOINT AFTER ASSEMBLY C ANGLES TO TUBES WHERE ANGLES i d14 FH SMS ARE NOT FIT SNUG INTO TUBE � i i i ACCESS HOLE 1-1 PE ~ MULLIONS. Lam 5/8"(2) 5/18'TAPCONS (14$LfS I 3" I 1-3/4"MIN.EMBED IMO MASONRY 4 PER ANGLE I I 2 PER ANGLE I I - t I I r 2 X 2 X 1/8' THIS SCREW CAN BE I 1 ALUM RLSTALLEO IN EITHER I /12 FH SMS 1 O T DIRECTION 2 PER CUP 1 WW 1 I 1 1•G.C.MIN. 1 z ... -- --y,--- III a bl .vIn d• 1-3/4'x 2"X 1/8"(FOR 2BY TUBE) roZ 3/4'X 2'%1/8'FOR(1BY IDD1 g ALUM ANOL M CUT TO FR SNUG INSIDE TUBE `,..- !iflNp;.. ___7______ ANCHORS TYPE METAL TO METAL CONNECTION ,' - 1 USE CHARTS FOR ANCHOR TYPE '1' TO VERIFY CAPACITY OF CONNECTION ' T PRODUCT REVISED ,,. ti ° com.-A14ug tvll11 the Flo11(Ie N RulAi„g Cod.: C 3-3/4" ALL CLIPS AND ANGLES TO FIT SNUG y a,l r.,:r!n.� O o� I~ ;':,'•, MIN. INTO TUBE MULLIONS. rhli;'m�n,t>e� V 1 3/4" OPTIONAL ANCHOR DETAIL TAPCONS MAY BE HEX OR FLAT HEAD. $ a _MIN. IANCHORS INTO CONCRETE OR CEMENT BLOCK ❑TiUrdolYodnciControl A . • ... . . . ... • . . . • • • . . . • • ••• • • • • ••• HOR TYFES and TE ANCHOR TYPES and StBSTRAiE ANCHOR TYPES and SUBSTRATE v 4dG Fd Ston A B C D E F G H I wdm Millon A B C D E F G H I v6dm Nt o a A B C p E F G H I y )° (sv) span Vtd. V1H. Bk Bk Cmc Cort MI. (v4 Span M. VVI. B. Bk Bk Caic Oats. OGrtl1 W. (w} ow •1W. Nd. &k,• Wk Bk Calc Cmc Coro. MI. a 4: 18 150 1D 150 150 150 150 150 150 150 18 91 1:0 150 150 150 150 150 1 1 18 58 1 1 150 150 144 150 150 150 C 24 132 150 150 150 150 150 150 150 150 24 68 136 150 150 150 150 150 tip .150 24 •• • 62 84 97--o 150 108 160 150 116 p h 30 los 150 16o 150 150 150 150 160 150 � 54 103 125 150 150 140 160 11� •15t! 30 • • 1!b 87 770 918 150 � 730 150 93 M o, y � 0 38 88 15D 150 150 150 150 150 150 150 36 45 91 104 150 150 117 150 150 1 36 ••• 28 85 97 128 n 109 144 77 11 rp 42 75 1D 150 150 150 750 150 150 150 42 39 78 89 134 150 100 150 150 107 42 24 48 55 83 111 82 93 124 68 y p V z 48 38 38 66 132 150 150 150 150 150 150 150 48 74 114 34 68 78 118 150 87 132 150 93 48 120 21 42 48 73 97 54 81 108 58 0 F S 64 59 117 135 150 150 150 150 150 150 64 30 80 70 105 139 78 117 150 54 e • 19 3 65 W 72 98 51 m a ro Bo 53 105 121 150 150 135 150 160 145 60 27R49 63 94 125 70 105 140 75 •60• • • • 67 34 •39 58 77 43 65 87 46 3 r7 ki BB 49 110 150 150 123 150 150 132 88 25 57 88 114 64 98 127 •es• • • • Q$ •31 53 TO 59 79 42 Z o p01 72 44 88 101 150 160 113 1517 150 121 72 23 52 78 104 58 88 117 7 • 4 28 49 65 33 54 72 39 o c '� O41 81 93 140 150 104 150 150 111 78 21 48 72 98 51 81 108 i8 •78• . `3 45 60 33 50 67 36 X 0.18 133 iD 150 160 150 150 150 150 150 18 80 750 150 150 150 150 150 150 18 51 102 117 150 150 131 150 150 14024 100 iD 160 150 150 150 150 150 150 24 60138 150 150 150 150 150 150 24 38 77 88 132 150 98 148 150 10530 BO 1D 150 150 150 150 150 150 150 3D 48 111 150 150 124 150 150 132 30 31 61 70 106 141 79 118 150 8436 #3-5 67 133 150 150 150 150 150 150 150 36 40 92 139 150 70:1 150 150 110 36 26 51 59 88 117 66 99 131 70 y Q9 2 57 114 135 150 150 150 150 150 42 34 69 79 119 150 Be 133 150 94 42 22 44 50 76 1G1 58 85 112 60 `4 Ea 48 � 50 lOD 115 150 150 128 150 150 137 48 84 30 60 69 104 138 77 116 150 83 48 132 19 38 44 6s 88 49 74 98 53 44 150 150 150 150 122 54 27 53 61 92 123 69 103 137 73 64 17 34 39 59 78 44 68 87 47 60 40 80 92 138 150 103 150 150 110 60 24 48 55 83 111 62 93 124 68 6o 15 31 35 53 70 39 59 79 42 Z P. 66 35 73 83 128 150 93 140 150 100 Be 22 44 50 76 101 83 85 112 60 66 14 28 32 48 64 38 54 72 38 72 33 87 76 115 150 85 129 150 91 M 20 40 46 Be 92 52 78 103 55 72 13 26 29 44 59 33 49 66 35 �✓ a 6 78 31 61 71 106 141 79 719 150 84 78 19 37 43 64 85 48 72 95 51 78 12 24 27 41 54 30 48 61 32 6 'N. Ci 18 178 1D 150 150 150 150 150 150 150 18 70 140 150 150 150 150 150 150 150 18 47 94 108 150 750 120 150 150 129 �� a0,� 24 89 150 150 150 150 150 150 150 150 24 53 103 121 150 150 135 150 150 145 24 35 70 81 121 150 90 735 150 96 ti ai O 30 71 142 150 150 150 150 150 150 150 30 42 84 97 146 150 908 150 150 116 30 28 68 65 97 129 72 109 144 77 ai Es 38 59 118 136 150 150 150 150 150 150 36 35 70 81 121 160 90 138 150 98 36 23 47 54 81 108 D 90 120 64 z 42 51 tot 118 150 150 130 150 150 139 42 30 60 69 104 138 77 116 150 83 42 20 40 46 69 92 52 78 103 65 C\ 48 & 44 89 102 150 150 114 150 150 _122 48 96 25 53 61 91 121 68 102 135 72 48 144 18 35 40 61 81 45 Be 90 48 �1 64 39 79 91 130 150 101 150 150 109 64 23 47 54 81 10B 00 90 120 64 64 16 31 38 64 72 40 80 8fl 43 60 35 71 82 123 150 91 137 150 97 60 21 42 48 73 97 54 81 108 58 60 14 28 32 49 65 38 54 72 39 66 32 64 74 717 148 83 125 150 89 es 19 38 44 66 88 49 74 98 53 66 13 28 29 44 59 33 49 88 35 72 30 58 68 102 138 76 114 150 01 72 16 35 40 81 81 45 68 8o 48 72 12 23 27 40 54 30 45 60 32 TB 27 55 63 84 126 70 105 740 75 78 16 32 37 58 74 42 63 83 45 78 11 22 25 37 50 28 42 55 30 a 18 107 1D 160 160 56o 150 150 150 150 18 62 125 143 150 .160 150 150 150 150 18 45 90 103 150 150 116 160 150 123 24 80 1D 150 150 150 ISO 150 150 150 24 47 94 108 150 15C 120 150 150 129 24 34 67 77 116 150 W 130 150 93 fc o 30 64 128 148 iD 150 150 150 150 150 30 37 75 86 128 150 93 145 150 103 30 27 54 82 93 124 69 104 138 74 38 83 107 123 1D 150 137 150 ISO 147 36 31 62 72 108 143 8D 121 150 as 36 22 45 52 78 103 58 87 115 62 42 48 92 105 150 150 118 160 150 126 42 27 53 61 92 123 69 103 137 73 42 19 38 44 67 85 49 74 99 53 t 48 63 40 60 92 139 150 103 150 150 110 48 108 23 47 54 81 108 BD 90 120 64 48 150 17 34 39 58 77 43 85 87 48 6d 38 71 82 123 150 92 138 160 98 64 21 42'. 48 72 98 S8 80 107 57 ea 15 30 34 52 38 58 77 41 $ BO 32 64 74 111 147 82 124 15G 88 60 19 37 43 85 88 48 n 96 51 60 13 27 31 47 62 35 52 68 2s 68 87 1O7 134 75 113 isG 66 17 34 39 59 78 44 66 87 47 68 12 24 28 42 58 31 47 63 3a 72 27 53 B1 92 123 60 103 137 73 72 70 31 36 54 72 40 60 80 43 72 11 22 26 39 52 28 43 58 31 > Z 78 25 49 57 85 113 63 95 127 68 78 14 28 33 SO 88 37 58 74 40 78 10 21 24 38 48 27 40 53 2a z rc ANCHOR/CLIP ANCHOR/CUP HORIZOMAL MULLION ANCHOR CLIP NOTES: - .;�" 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER v9RitcAL zo PRODUCT 3 TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES. t erer,. N00.1ON 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE _',.• ��`rre;, GLAZING 0 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN ZZ 3 THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. PRODUCT PRODUCT N GLA2INO GLAZING t�••....��,•, PRODUCT PRODUCT m a 3 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. c1oR/ ANCHOR/CLIP F 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. PRODUCTREVISED iz iz as complying rr10r bre Florida (tate!:1 rN 1`10 t W1 [:W2:] HORIZONTAL MULLION GYP°o ons �� 20'j TYPICAL MULLION CLIP ARRANGEMENTS y.._ __ SPAN t,Namr TOr.4e product Cmruol