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WS-13-2497Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 211309 Permit Number: WS -11 -13 -2497 Scheduled Inspection Date: April 29, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Owner: ALEXANDER, PERRY Job Address: 262 NE 96 Street Miami Shores, FL 33138- Project: <NONE> Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060133870 Contractor: STORM TIGHT WINDOWS INC Phone: (561)922 -6747 comments REPLACEMENT OF 11 WINDOWS 9 INSPECTOR COMMENTS False Inspector Comments Passed ��� CREATED AS REINSPECTION FOR INSP- 202469. No permit on site �G G Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 28, 2014 For Inspections please call: (305)762 -4949 Page 17 of 26 FEB- 06- 2014(THU) 11:04 STORM TIGHT'WIND'OWS INC (FRX)561 292 3562 P.001 /001 ... . . � �= l•111�11•�tll� ��!!� �l�l�•�1111111f1lil�� Illi !!!I NOTICE OF COMMENCEMENT . A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST 1111SPECTION PERMIT NO. TAX FOLIO NO. 11 -3206-013-3870 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that Improvements will be made to certaln property. and In accordance with Chapter 713. Florida Statutes, the following Inf� Is provided in this Notice of Commencement. CF" 201L3RO91123S OR Bk 28?15 Ps 27861 {1v9) RECORDED 11/18/2013 12 %53157 HARVEY RUVINY CLEW OF COURT 111AIII -DARE COUNTYr FLORIDA LAST ('AGE Space above resenrod toruso of mcordfng offlzo t. Meg of prapertand etreetladdress: 262 WE 96th. Stiami Shores. FI.33138 Mi�1NII SHORES sEO 1 AMD 813-70 win OT 3 & L �13z33T3ZMY 1b7��TWI ,5 °i5C $—' 2. De.-=Ipticn of 3. Owner(a) name and address: Interest In properly: Name and address of fee simple titleholder. 4. Contractor's name: address and phone number. _ St= T'g11�Wi13 aRws, Inc. 5. Surety. (Payment bond required by owner from contractor, if arty) Name, address and- phone number /Mount of bond $ S. Lender's name and address T. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1xa)7.. Florida StaWtes. Name, address and phone number. B. In addition to himself. Owners designates the following person(s) to reoelde a copy of the Lienoes Notice as provided In Section 71&13(1)(b). Florida Statutes. Name. address and phone number. 9. Expiration date of this Notice of Commenosment; Ohs woration date Is 1 year flan the dots of m=rdlnp unlow a d ftreM date Is speoiffeQ WARNING TO OWNEIt:ANY PAYMENTS MADE RY THE OWNER AF'T'ER THE EXPIRATION OFTHE NOTICE OF COMMENCEMENTARE CONSIDERED MWROPER PAYMENT'S UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOIE SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANOIN10, CONSULT WITFT YOUR LENDER OR AN ATTORNEY HEFORE.COMMENCING WORK OR RECORDINCd YOUR NOTICE OF COMMENCEMENT sl atur of O #Aex Owner orized Offlcer /Direaof/paCtne / 9L248 ) �`�C�$ 4 gy By A{YCZ�AtMtS8i4N f�'S6r3A Print Name P ' 71tieJOttice Print Name n.ts. Vuamnwnvo.08 TItle/Offlce STATE OF FLORIDA COUNTY OF MIAMI -DADP ^�/ 1_1 •,� � The for oing Instrument was acr�dvfowledged before me this � day of im/` -W— By U Individually. or -1 as for E.Pargo-8 -ally (mown. or U produced the following type of Identm Signature of Notary Public Print Name: cP ✓C ftft VERIFICATION PuRSUS�T TO SECTION 92 FOR pq 3TA.rIJTES EV$(C) Under rallies of MY C OM IMSION o 9M01W pe Perjury, I declare that I have read the foregoing and cxrlxlrs. M 30.2015 (a that the facts awed h It are true, to the best of my knowledge and belief Fk="*M�C n rte, r, ,tom n. Signature of sum (s) or er(s)' A razed Otficer/Direictor/Partner /Manager who signed abova Bye By jol° p'310, Vi A 4 (b 1�3 - CAuAv oFAcr. osbj —fa HBO �►�SSi�- 51 RA ASP/. - 'PI t4 11r. BUILDING r Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: C__�(OQ we C_X&Lh �C� KU ® 4 2013 5Y -ad ® ®- oil-­- FBC20(0 Permit No. Master: Permit NoWS1 3—a 49-4— ROOFING City: Miami Shores County: Miami Dade Zip: Z31 5T Folio/Parcel #: 11 ' 3@t `' C) 1-5- M-70 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): R Nexan Phone #: Address: QLaD OE %Q.-Ho City: W l aw l Snores State: Zip: Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: 'Z-4r { 1i�1/1� 1�l/lf 1(Ji�L- Inc. Phone #: tiRI Address: �� 1` ° r(��7 �� aa�� City: In State: n, Zip: /� Qualifier Name. ��>> Phone #:��_6i9p - (a� State Certification or Registration #: C� 516845 Certificate off Competency #: Email Address:i7bLVN1 o Contact Phone #: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $_ 1 ' Square/Linear Footage of Work: Type of Work: DAddition DAlteration Description of Work: Color thru tile: ONew ORepair/Replace ODemolition Submittal Fee Scanning Fee $ Notary $ Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $ CO /CC $ DBPR $ Bond Double Fee $ Structural Review $ H f 6 aff KUj1 v%A req (4�� 4 6— uJend oos- xm�c /1/43 Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of 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. Signature Z Owner or Agent S The foregoing trument was ac wledged before me this '- day of��0�, by e o is personally known to m or who has produced As identification and who did take an oath_ _ Signature Contractor The foregoing ins ent was acknowledg b fore me s day of , 20 ]_, by 1t%R I e , who i personally known to or who has produced ®� as identification and who did take an oath. NOT UB IC: ELI. ANCEVSYJ or LS ON # E68 I OT ay 30.2013 1 Namry Mma Affim Co wwvp Sign: Sign: Print: U&kAA ARNMARMAR Print: ELIZABETH J. ANCEVSKI ELIZABETH J. ANCEVSKI My Commission Expires: �i� MY CC'01 :s1QN# EF8612a My Commission 1 " Expir MY COMMISSION #EM17A �G '� v �P �i � r/ 30 cols �1 EMUS: S: May 30.2015 1- H00.3NOTARY F i. Name (tiar+�al Aeroo. Co. + 1300J.NOfARY FL Nay Died Assoc. Co. �Y�Y9e3nY�Y4rda��Y4c�YaY4t4r9nY9: �:+ eakY�r9r9eFr4t�Y��Y�tt4t�Y�Y3e: Y3: �F�Y9F�9e�FsY& Fr3r�4r�Y�YoY3e4t3c9e�Y3eY�Y�YsF3c�Y3t9c�Y3eaY4: eYeYk3e3nYeY8t4e�de9t4t�Y�Y4ek4t3edt��Y�Y9c�Y9ek��Y�Y9: YsY7ktk�tzYsY APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 5/2/2012 )(Revised 3/12/2012) )(Revised 06/10 /2009 )(Revised 3/15/09 )(Revised 7/10/2007) . Storm Tight Windows, Inc. CGC 1515345 Alexander Residence 262 NE 96th Street Miami Shores, F133138 Existing Windows and Doors Storm Tight Windows, Inc. CGC 1515345 Alexander Residence 262 NE 96th Street Miami Shores, F133138 Existing Windows and Doors Storm Tight Windows, Inc. CGC 1515345 Alexander Residence 262 NE 96" Street Miami Shores, Fl 33138 Existing Windows and Doors -01- t I 11 Main Room P-mm Guest House Floor Plan 10 c U-1 Lu Z. 0 coC*4 m CD IL NOT TO SCALE Sep 26, 2013 AWRISCRp"W Site Plan. AM '72: 1 ter` i � o "�.'R t"• 'fS Jar",.... •�'^•�. � r •:? '✓ `X'. �5 " _ 2 Bath tV 0 MWn R mn 40 W �..J� CO) co t0 +L+ `U— is . g€ y a W Z NOT TO SCALE s Sep 26 2013 ,` Site Plan �qg �. MY b 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAx: (954) 354 -0443 WWW.ENGEXP.COM Wind Load Calculation ASCE 7 -10 Chapter 30 Wind Loads - Components and Cladding Florida Building Code 2010 Site Information owner: Perry Alexander H Wind Speed (V): 180 MPH Exposure Category: C Velocity Pressure Coef. (Kh): 1.04 ASCE 7-10 Ch. 30.3.1 Table 30.3 -1 40 ft. Directionality Factor (Kd): 0.85 Topographical Factor (Kzr): 1.0 Structure Information Risk Category: H Building Classification: Enclosed Int. Pressure Coef. (GCpi): 0.18 ASCE 7-10 Table 26.I1 -] PMAx- = gh(ec Wpm - GCd) Mean Roof Height (h): 40 ft. Roof Slope (0): Sloped Roof Slope Coefficient (8c): 1.0 Min. Building Dim. (L): 40 ft. End Zone Distance (a): 4 ft. Prepared in accordance with: ASCE 7 -10. Section 30. Wind Loads - Components and Cladding Florida Building Code 2010 ed. m 2013 E- Tempest com ID: stormtight- PAlexander, Perry 09/24/2013 Page 1 of 1 DesiLyll Wind Pressure (PmAx+. PuAx -1: ASCE 7 -10. Ch. 30.4.2130.6.2 Device CaleWations:ASCE 7 -10. Chapter 30. All Subsections Ya 1 S = ¢ ry 35 x 50 une Int Max Positive Pressure (PmAx+) PmAx+ = gh(ec GCppm + GCo) PmAx+ = gh(ec GCppm + GCp) Max Negative Pressure (PMAx -) PMAx- = gh(ec Wpm - GCd) PMAx- = gh(ec GCpm - GCpI) Device CaleWations:ASCE 7 -10. Chapter 30. All Subsections Ya 1 S = ¢ ry 35 x 50 une Int ;assn v 7 xk �w, 12.15 a 5.79 0.85 - 59.85 1.0 -1.1 _ 51.4 R -55.8 2 37 x 64 Int 7 16.44 9.48 0.85 59.85 1.0 -1.1 50.4 -54.8 3 37 x 64 Int 7 16.44 9.48 0.85 59.85 1.0 -1.1 50.4 -54.8 4 35 x 25 Int 7 6.08 2.84 0.85 59.85 1.0 -1.1 1 52.1 -56.5 5 35 x 25 Int 7 6.08 2.84 0.85 59.85 1.0 -1.1 52.1 -56.5 6 17 x 25 Int 7 2.95 1.45 0.85 59.85 1.0 -1.1 52.1 -56.5 7 17 x 25 Int 7 2.95 1.45 0.85 59.85 1.0 -1.1 52.1 -56.5 8 31 x 50 1 Int 7 10.76 5.79 0.85 1 59.85 1.0 -1.1 51.8 1 -56.3 9 31 x 50 Int 7 10.76 5.79 0.85 59.85 1.0 -1.1 51.8 -56.3 10 35 x 37 Int 7 8.99 3.17 0.85 1 59.85 1.0 1 -1.1 52.1 -56.5 11 45 x 34 Int 7 10.63 4.69 0.85 59.85 1.0 1 -1.1 51.9 -56.3 2 NO CERTFCATON OH flEYEW nOFFBRED7HAT7HEPROPO6ED UNR81. �fAVYHiRE68REWPEf�HJTB. ALLEORB& 6AIEBMETOBEADDRE 85EDB/THEPERp9RNOCONTR/CTOfl ANDTHELOCALEUIDNOOFFCN.. 3. THEROSMI UCTUREWA$9nffL TOEAD® UATETOWDHBrANOTHELOADR INIPOSFDBVTHSDE6YiN ASWORKREPLAC E8F77 WNS FRNQJC. OR OPEiNGSOMIGNED AND CERTff®8YAN ENGINEER OF RECORD(EOR). THECONTRACMR43ULONGOFMM SKALLVBRFYTHATTHESUBSRTA7 ME OSED DURNGWORKISSOUND FOR INSTALLATION OFTH68YMMFDEFCEJCESAREFOUND N THEFAT3TNGHOSESTRUCTURETHISENGNES OR THEEDR SHALLENOTFTED EFORECONTNUNO CONSTRUCTION AND flESEIVE;THERnHTTO RENSPECTAND RE- EVALUATEDE CNOWARRANY.EMER EIRE SSED OR NRE).aCONttQdED EIN V�I HER. ' * DEDNSARESHOWN TOLLUBMTEDEON FORCESMID OTHER DESION CRML% TNEYNAYVARYBJ3HTLY. TOTNEBaENTTHATTHEOP MNOARH EJ USNOTSMMIM THAN MOFTHECNEERS) DE9gN. CONTRACTOR STOVER ALL FIELD DNENSTNOSWIDR TONSTALLATION. L ENGNEEDEALAMMHERETDVN. CATESSDTUCTURALDEM NASEHOWNONLY. UEOFTHBBPEGFCATDNBYCONTRACTOR. MaLNDEG & n4/ EAVESKARWESSTHISENONEEi FOR ALLCO SE &DAYADESNCLUDNG LECALFM& APPELLATEPMRESULTNOFRONNATEiW .FAaiCATDN,MWMEREDTION .&CONSTRUCTION PRACTCESEVOND 7HATWHCH SCALIID FOR SYLOCAL.SrATE &FEDERAL CODES &FROYDEWATDNSOFTH6 PLAN. 6. ENGNEEINGEFRENWl4NaTVW MTHSJOBMNFORMATDNCONTANEDHMENOBASMONGONTRACTORBUPfl.® DATAAND/ T�AWIREkIENMENONEERNGD FRESSSHALLNOTEHaDRW04MLEORLL4MEN ANYWAYFOR MRONMU80FI NACCURATEDATAOR b54B1RE311EiTSWORKSHALLEFED VERIFIED PRDRTOCONMTIUCTUN .EJGNEMNGEFRESSSHALLENOTFEDAND GIVEN AN OPPORTUNTIYTOREEYALLIATEOUR WORKUPON DODOVEtYOFANYNACCURATENFORWSDN PRIOR TONODFCATDN OFFXSTNGFILD OIXJDDDNSAND FABRICATION AND INSTALLATION OFNATERNLS. 7. E7CEPEASE AN& YPROVDEDHELIN. NOADDRUNALCUnFCATIONBORAFFVMTONSAREt4MOED. •ALTERATON&ADDRUNSOR OTHER NARKNGSTOTHODOCUM ENTARENOTPEAADTTED MIDNVALDATEOUR CERTFCATION FL VALID FOR (1) JOB ONLY W1NDC}W & .DQO,, C gNl ,NG INFO.RrGA� IC?N 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 heicht. whichever is smaller. but not less than 4% of least horizontal dimension or 3 ft_ OPENING LOCATION NUMBER (Location) . Comer Zone or Interior IS THIS A WINDOW OR DOOR GLAZING TYPE PRODUCT ACCEPTANCE NUMBER PRODUCT APPROVAL APPROVED PRESSURE RATING REQUIRED OPENING DESIGN PRESSURE MAXIMU M TESTED SIZE ROUGH OPENING DIMENSIONS MULTIPLE WINDOW ARE SHUTTERS REQ Y/N { +) PSF ( -) PSF ( +) PSF ( -) PSF MULLION REQ YIN/NA 1 Int Window °"IG 12- 0223.08 55 55 51.4 -55.8 36x68 35x50 Yes No 2 Int Window ' / "L°" (' 12- 0223.08 55 55 50.4 -54.8 36x68 37x64 Yes No 3 Int Window '1"'-1IG 12- 0223.08 55 55 50.4 -54.8 36x68 37x64 Yes No 4 Int Window 71s"Lzxd G 12- 0223.08 55 55 52.1 -56.5 36x68 35x25 Yes No 5 Int window 12- 0223.08 55 55 52.1 -56.5 36x68 35x25 Yes' No 6 Int window 718 "L -d'G 12- 0223.08 55 55 52.1 -56.5 36x68 17x25 Yes No 7 Int window 7/8 *L-dIG 12- 0223.08 55 55 52.1 -56.5 36x68 17x25 Yes No 8 Int Window 711"Larni (1 12- 0223.08 55 55 51.8 -56.3 36x68 31x50 Yes No 9 Int window 711"SIG 12- 0223.08 55 55 51.8 -56.3 36x68 31x50 Yes No 10 Int window 718 "LamilG 12- 0223.08 55 55 52.1 -56.5 36x68 3507 Yes No 11 Int window 718 "SIG 12- 0223.08 55 55 51.9 -56.3 36x68 4504 No No ti MIAMaDADE MIAMI -DADE COUNTY EBMI 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 CE OF ACCEPTANCE OA WWW Mlamidade aov /Qera Regency Plus, Inc. 1024 Locust Gap Highway �i/C Ich � co CN Mount Carmel, PA 17851 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the -AHJ may immediately revoke, modify, or suspend the use'of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code. including the Hiah Velocity Hurricane Zone. Series "5205" Out wiinu White PVC Casement Window — L IVLL APPROVAL DOCUMENT: Drawing No. RPLS0061, titled "Series `5205' Vinyl Impact Casement Window — LMI", sheets 1 through 5 of 5, dated 10/14/08, with revision E darted 02/07/12, prepared by PTC, LLC, signed and sealed by Robert J. Amoruso, 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 Small Missile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise . noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 08- 1118.10 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA Nog 12. 0223.08 Mum t CApp ation. Date: 1VIsy 06, 2014 oval Datte; April 19, 2012 f4/10/ l� Page 1. Regency Plus, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Dzawing No RPLS0061, tilled "Series `5205' Vinyl Impact Casement• Window — LMP', sheets 1 through 5 of 5, dated 10/14/08 with revision E dated 02/07/12, prepared by PTC, LLC, signed and sealed by Robert J. Amoruso, P. E. B. TESTS 1. Test report 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, er FBC, TAS 202 -94 4) Large Missile pact Test per C, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of series 5205 vinyl casement window, prepared by National Certified Testing Laboratories, Test Report No. NCTL --110- 11618 -1, dated 10/02/08, addendum letters I and 11, dated 10/02/08 and 01/20109 respectively, all signed and sealed by *Harold E. Rupp, P. E. (Submitted under previous NOM08 -111 MO) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by PTC, LLC, dated 11/12/08 and 03/12/09, signed and sealed by Paul E. Winter, P. E. (Submitted under previous NOA #08- 111'8.Y0) 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11 -0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butecite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 07- 1016.05, issued to Dominion Plastics, Inc., for their White Rigid PVC Exterior Extrusions, approved on 11/15/07, expiring on 10/24/12. Manuel Pe Product Control E er. NOA No. 124223.08 Expiration Date: May 06, 2014 Approval Date: APM 19,.2012 E -1 Regency Phis. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1 conforme, colying with FBC -2010 d of no financial . s e y o rt J. Amoratso, P:E. 2. Laboratory compliance letter in the Test Report No. NCTL -110- 11618 -1, issued by National Certified Testing Laboratories, dated 10/02/08, signed and sealed by Harold E. Rupp, P.E. (SubmWed under previous NOA #08- .111&14) G. OTHER I. Notice of Acceptance No. 08- 1118.10, issued to Regency Plus, Inc. for their Series 5205 Vinyl" Outswing White PVC Casement Window— L.M.I., approved on O1i28/09 and expiring on 01/28/14. Manua Pe R. Product Control B er NOA No. 124=08 8gplratlon Date: May 06, 2014 Approval Date: -4411% 2012 REGENCY' PILLS, INC. SERIES '5205" YrNYL IMPACT CASEMENT WINDOW - LM l NS '. TA L L A T t 'O N A NCSO R A GE D E TA M S •GENERAL NOTES: �I-==GNED T'Comm Ly TmUCT IS DESICGNED TO COMY HURRICANE ZOE (HVHZ) FLORIDA BUB.DWG CODE (F8C) AT THE DESIGN PRESSURE(S) STATED n2 2 -THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT# NCTL- 11011818.1. DATED 1010208. ADDENDUM DATED 11/08!09 AND ADDENDUM 11 DATED 01120!09 AND ASSOCIATED LABORATORY STAMPED DRAWINGS.® 3. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE! MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTMG SYSTEM CAPABLE OF WITHSTANDING AND • TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD AND TO BE REVIEWED BYAHJ. 4.1X AND 2X BUCKS WHEN USED) SHALL BE DESIGNED AND 'ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD AND TO 13E REVIEWED BYAHJ.A $. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN. THEN _ . THE BUILDING OFFICIAL -MAY ELECT ONE OF THE FOLLOWING OPTIONS: A. OUTSIDE HVHZ REQUIRE THATA LICENCED ENGINEER OR ARCHITECT PREPARE AND SUBMIT SITE SPECIFIC DOCUMENTS FO USE WITH THIS DOCUMENT TO BE REVIEWED BYNIHJ. B. INSIDE HVHZ: REQUIRE THATA ONE TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED FROM THE MIAM142ADE COUNTY PRODUCT CONTROL DIVISION.' 8. IN AREAS WHERE WIND -BORNE DEBRIS PROTECTION REQUIREMENTS EXIST. USE OF AN fN�AC'f® PROTECTIVE SYSTEM IS NOT REQUIRED 7. WINDOW FRAME MATERIAL WHITE PVCA (DOMINION PLASTICS. INC. N.OA 07.10181" IL GLASS MEETS THE REQUIREMENTS OF ASTM E1300401. 9. DEK3NATIO N'r STANDS FOR THE FOLLOWING: / X: OPERABLE PANEL r` 10.A 113 INCREASE INALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THE DESIGN OFTHE PRODUCTSHOWN HEREIN. WIND LOAD DURATION FACTOR (Cd a 1.8) FINS BEEN USED FOR WOOD ANCHOR DESIGN. INSTALLATION INDIES• ALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. _e r- '� 2 THE NUMBER OF INSTALLATION ANCI-[ORS DEPICTED 18 THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT WSTALLATXX 3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(8). MAXIMUM ALLOWABLE SHIM SIZE IS 114 INCH. SHIM WHERE SPACE OF 1/18 INCH --:OR GREATER OCCUi�. BHIMPS) SHALL SE CONSTRUCTED F HIGH DENSITY PLASTIC Oft BE11 ER 4. FOR INSTALLATION INTO WOOD FRAMING, USE #12 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH MINIMUM EMBEDMENT MINIMUM EDGE DISTANCE IS 716 INC _ ®S. FOR INSTALLATION THROUGH 1X SUCK TO CONCiE7E! MASONRY OR DIRECTLY INTO CONCRETE /MASONRY. USE 1/4 INCH ITW TAPOONB OF BUFFIgENT LENGTH TO ACHIEVE 1114 INCH MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE 18 2-1/2 8NCHes MINIMUM CENTER TO . -- CENTER DISTANCE 18 3INCHES. 4 MINIMUM EMBEDMENTAND QX3E DISTANCE EXCLUDE WUFINF1 �INF�INVEM ANNDD LONG. D To t TABLE OF CONTENTS SHEET REV. SHEET DESCRIPTION 1 E GENERAL AND INSTALLATION NOTES 2 E ELEVATIONS 3 E VERTICALSECTIONS 4 E FWRQONTAL 8EC11UN8 $ GLA AIL - 8 E I COMPONENTS, BILL M. L; 7.1N8TALLA'RON ANCHOtiS AND ASSOCIATE# HARDWARE MUST BE MADE OF CORR�ION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING & FOR CONCRETE BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELCOF BLOCK. 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT 13E USED IN SUBSTRATES WITH STRENGTHS LESSx THAN THE MINIMUM STRENGTH SPECIFIED BYTIE -: ANCHOR MANUFACTURER 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BAKED ON BHJBSTRATE MATERIALS WITH ^. ", . THE FOLLOdVWO PROPERTIES: A. WOOD - PRESSURE TREATED Fn SOUTHERN <r",`.. ® YEU.CWPWE.MWWUMspECIROGRAVrTYOFO LUMBER MUST COMPLY WITH FSC SECTIONS 2411.3.32 AND 23282 AS TO WOOD PROTECTIONJ';' AS. CONCRETE - MINIMUM C06SIUMS TIE t3TRENG7F);( 3192 pd AND COMPLIES WITH AC1301. Ac. MASONRY- STRENGTTHCONFORMANCETOAMW . C-9D. DEMON PRESSURE RATWO (PSF) IMPACT RATING •SILO .,5g,0 up . N fill iZ 80 IF .!4 R�eAJ.A P.F. Florida PE Na OF/82. �.abv ;ETC? **Ad &ouXLLC PBPFIe d<AaOibn No. Z�.18 88.00" MAX. I UNIT HEIGHT 1( 1 1 EL.ENAMN EXTERIOR VIEW N 4" FROM WINDOW ®70" MAX. I --. UNIT 88` MAX HEIGHT W/ WINDOW PARTIN HIEGHTAA G STOP I 90° O.C. TYP. IPARTING HEAD & BILL STOP ANCHORS 3.78° TYP. FROM PARTING STOP CORNERS HEAD & SILL PARTING STOP ANC 4 314° FROM PARTIN $ TOP CORNERS PARTING STOP ANCHORS 7 G118° O.C. TYP. PARTING STOP ANCHORS 38" MAX. WINDOW WIDTH® 'I 38" MAX. UNIT WIDTH w/ PARTING STOP ANCHOR LAYOUT A EXTERIOR VIEW �— WOOD SCREW INSTALLATION ANCHORS (tYP) TAPCON INSTALLATION ANCHORS (TYP) N s a 3 Jga 1 F P4978Y� 17 #8 WOOD SCREW INSTALLATION ANCHOR WOOD FRAMING BY OTHERS) (SEE NOTE 4, SHIT. 1) SHEATHING BY OTHERS MIN. EXTERIOR FINISH DIST. BY OTHERS Ll @T #8 WOOD SCREW OOD PROTECTION (SEE NOTE BYW ODHERS& ANCHORING A 10A, SHT. 1) BY [(�� PERIMETER CAULK OTHERS ® ONE BY PT WOOD BUCK 1 1/8" MINA CONCRETE OR MASONRY • ° ' ;'• a' 4 EDGE DIST. BY OTHERS(SEE NOTE 3, SHT. 1) EMBEDMENT 17 BY OTHERS CONCRETE OR MASONRY A8 WOOD SCREW NOTE SHT. 1 e' • 'e . ' 20 BY OTHERS (SEE NOTE 4, a INSTALLATION ANCHOR 2@( ASHT.1) a :e ", a ".•. ,. BY OTHERS® •e. EXTERIOR FINISH " a• ° e ° c BY OTHERS y 17 #8 WOOD SCREW INSTALLATION ANCHOR WOOD FRAMING BY OTHERS) (SEE NOTE 4, SHIT. 1) SHEATHING BY OTHERS MIN. EXTERIOR FINISH DIST. BY OTHERS Ll SHIM SPACE WOOD BU ANCHORING BY OTHERS& ONE BY PT OTHERS WOOD 'BUCK BY @T #8 WOOD SCREW PERIMETER CAULK 1/4" MAX. .._I BY OTHERS SHIM SPACE PERIMETER CAULK CONCRETE OR MASONRY • ° ' ;'• a' 4 EDGE DIST. 20 1 18 BY OTHERS NOTE SHT. 1 e' • 'e . ' 20 -1/4" TTW TAPCON INSTALLATION ANCHOR 2@( 1 1/8" MIN. BY OTHERS® •e. 15 (i -1/4" MIN. EMBED., 2 -1/2" MIN. E.D.) c EMBEDMENT 20 1 1/8" MIN. 10A, SHT. 1) BY OTHERS 2 D 4 C2 3/8" MIN. SECTION A BY OTHERS® A 13 7 . 6 ®� FEDGE DIST. MAX. WINDOW i ,4 � L:J 14 EXTERIOR �EC110N B INTERIOR 3 14 C HEIGHT 68Q HEIGHT DOW C Q13 5 ®13 r 12 6v , 2 2 � INTERIOR 7 lei 15 EXTERK)R 10 1/4" MAX. 19 8 15 r SHIM SPACE WOOD BU ANCHORING BY OTHERS& ONE BY PT OTHERS WOOD 'BUCK BY @T #8 WOOD SCREW 6 INSTALLATION ANCHOR 3/8° MIN. CONCRETE OR MASONRY • ° ' ;'• a' 4 EDGE DIST. (SEE NOTE 3, SHT. 1) " ®(SEE 4Y OTHER; a a ' ,•�. e • . " NOTE SHT. 1 e' • 'e . ' 20 • e a ONE 'BY PT WOOD BUCK---,' a' °.. • •'e '' i 1 1/8" MIN. BY OTHERS® •e. (SEE NOTE 3, SHT. 1) D PROTECTION (SEE NOTE EMBEDMENT 20 1 1/8" MIN. 10A, SHT. 1) BY OTHERS ®EMBEDMENT WOOD BUCK ANCHORING 3/8" MIN. SECTION A BY OTHERS® SHIM SPACE WOOD BU ANCHORING BY OTHERS& ONE BY PT OTHERS WOOD 'BUCK BY 1§ H 6 (SEE NOTE 3, SHT. 1) 1 1/8" MIN. 9 B� EMBEDMENT 20 is 3/8" MIN. FEDGE DIST. ,� am Q .•• ti © R EXTERIOR CAULK OTHERS 0 ..... BY OTHERS WOOD FRAMING BY OTHERS (SEE NOTE 4. SHT. 1) MIN, 1 EDMENT RdieRdAmmuw,PE 10 FlmtdaPB No 48784 8 WOOD SCREW„I(�/ INSTALLATION ANCHOR �VtI 21 (1_1/2" MIN. EMBED., " MIN. E.D.) 8 Mt q. aF nl- v ONE BY PT WOOD BUCK BY OTHERS LLA (SEE NOTE 3, SHIT. 1) 8 WOOD SCREW 17 NSTALLATION ANC41UR WOOD BUCK ANCHORING BY OTHERS® A3/8' MIN. 3/8° MIN. EDGE DIST. INTERIOR 1/4' MAX. SHIM SPACE EDGE DIST. $ 3 5 4 6 7 10 16 1 20 1 1/2' MIN. EMBEDMENT 1/4' MAX. 1 1/4" MIN, EMBEDMENT R SHIM SPACE — CONCRETE O MASONRY 1/2- MIN. INTERIOR $.. SH OTHERS (SEE NOTE 4, SHT. 1 'WOOD PROTECTION R 3 22 5 4 6 7 10 16 1 20 a: (SEE NOTE 10 SHT. 1) L� 7/8' MINA : • BY OTHERS 18 a EDGE DISTANCE . 4.° 1/4° ITW TAPCON O INSTALLATION ANCHOR ° W O U #12 WOOD SCREW 21 1' MIN. INSTALLATION ANCHOR o D `Q % EDGE DISTANCE 1 1/8° MIN, ANCHORING -^ L� OOD BUCK EMBEDMENT BY OTHN; A\ sI . e ` ANCHORING p ® BY OTHERS o O EXTERIOR 8 WOOD SCREW 17 ° 14 13 2 15 0 INSTALLATION ANCHOR i a ° EDGE 1/2' DIST IANCE 4 PERIMETER CAULK 1 1/8° MIN. x< E F w BY OTHERS SHEATHING • e • ' .;EMBEDMENT c3°d $ BY OTHERS ONE BY PT WOOD BUCK WMIN. 3/4-) BY OTHERS WOOD FRAMING a 'a NOTE ( SEE NO 3 S HT. 1) BY OTHERS (SEE EXTERIOR S o NOTE 4, SHT. 1) SECTION E 14 13 2 15 *WOOD PROTECTION EXTERIOR FINISH BY OTHERS (SEE BY OTHERS 1DA. SHT. 1) _ PERIMETER CAULK 7/8' O.A. GLASS CONSISTING OF: BY OTHERS EXTERIOR LAMINATED GLASS W/ THE FOLLOWING MAKE UP: WINDOW WIDTH ONE BY PT WOOD BUCK BY OTHERS 1/8° DSB ANNEALED GLASS/ 0.090° DUPONT 'BUTACITE' INTERLAYER/ (MIN. 3/4' (SEE NOTE 3, SHT. 1) & , 1/8° DSB ANNEALS) GLASS W/ A 1/2' AIR SPACE USING 14 A DESICCANT MATRIX STEEL SPACER SYSTEM 8t AN INTERIOR SECTION F #8 WOOD SCREW 17 1/8' TEMPERED DSB GLASS ® wamePe+�as STALLATTON ANCHOR 13 EXTERIOR FINISH BY OTHERS seta'3aw `a 13 GLAZING SITE Ravow onucr Q �171a@v�a�t coaNO 12 LAZING DETAIL ■s Q MAIN 090° TYPE WALL THICKNESS 2O SASH 0° TYPE WALL THICKNESS O 0. 0" TYP. ® 0.SCREEN 7Y FRAME 15 ANT REINFORCEMENT. ©0 N%A. SOP D 0.055° TYP. ICK WALL THICKNESS WALL THICKNESS WALL THICKNESS ® WALL THICKNESS 3.250 2.459 0.552 0.725" 1/2 °� t �9� ,.383 I 2.527 2.424 jL° ]0 0.940" D �LL55 0.354 - -0.445 CIA /CI t>Cn enrrrncn . PARTING STOP EXTERIOR PERIMETER A BY OTHERS TO BE SEALED TO 1X PT WOOD BUCK WITH SIKA 551 SILICONE 1 BILL OF MATERIALS Mad i PAST w > vAt>�9 ,067 19x116 4 tlR01 Flb01E 0M01M PIASIf03 WIOIE PVO 2 1034 30912 4 SA31 FRWE OMMM FLAMM WM pw S 1103 mm 4 M&M Wa Opy0,y01,1 PLASM 3001E s , 4 MM72 -09 4 SCREEN FRAME gvm ta0 ROSE! VOFn 8 F0f8x18at1 1 mnimm MEN H94MM VIR3 FOIFROLl48 YF8I1.:� 0 EK-M -Ott 1 SCREW SPm 0@EIVAI. PUSIM W�V(. 7 �x SLOW NEW, a 80AL78.011 1 OPmAi1R HARMM ASSEMW TRUIN 0 34- 84-32 -002 1 Now Lam ASIMMY TRIM to am -098 8 !03&81 W AsHm 0900 %um 11 t- x Itr x lAr 1 mim wo Fam on e1A1 To PAM 12 08- 0,128- 028-08 4 SLAMS PA09 PR%M LWE 13 8035 FLOC 032 - NPAOY WA27l16 SFAOAx 88010018. SEEM 14 1 WPA09 94MNOFa LAM MI WA88 apa. ASS to 4 VBxr MMXMW /851 Iola wrwmmmmm OALWW® 81EiL 18 218WAPA 10 00HER WIERM R911M II�TAI. 17 x 1 Or Wom 9WrAt1A110x SCREW 18 •. 1/4' TACOM a SIALtA N Aimm Rx 07-031 81F11 to 32384.32 1 11a IRACK OPERATOR tEllni go a PAVM Bw (a= Ir x t (m oz lok Wa: 1 Pr PYRE 03000 0 - oaa 103. 8 - 012 lfam e18wAAm91 sa+o sm N q1, Alai 4.11d a $' e�l�I 110hm11 Amm090, P.E. Wa1dO P.F.Na48>ad 'PT8 PA times uo MIAMI• MUMI4DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERIYIHTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE QIOA) miammade "V /pdra/ La- wsQp Industries, Inc: 8501 NW 90 Street Medley, FL 33166 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ), This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code. including the High Velocity Hurricane Zone. DESCRII''I'ION: aWW Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I. APPROVAL DOCUMI'd�TT: Drawing No. LAW -ML -1001, titled "Aluminum u e- through �� through 10 of 10, dated OM27/10 with revision A dated 01/25/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P,E., bearing the Migmi -Dade County Product Control Revision stamp with the No tance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING:_Each unit shall bear a permanent la a v u s name or logo, city, state, model/serie% and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL, of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERKMATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida,. and followed by the expiration daft 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 # 10- 0610.02 and consists of this page 1 and evidence pages E.1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. M 8 COUNi'Y •O NOA No. 17,012f.07 Egplration Date: May 30, 2027 Approval Date: Mareh 29,3012 . Page 1 NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. LAW-ML-1001, titled "Aluminum Tube-Mullions" Sheets 1 through 1.0 of 10, dated 04/27/10 with revision A dated 01/25/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS I. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1714, dared 8/27 /02, signed and sealed by Rafael E. Droz -Sella, P.E. (Submitted under NOM 03- 0225.07) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI 02 -1716, dated 8/27 /02, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under NOA# 03-0225.0 7) 3, Tensile Test report on 0.10" thick wall aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 02 -T071, dated 09 /16/02, tested per ASTM E8, signed and sealed by Rafael E. Droz -Seda, P.E. (SubtuNed underNOW 03- 0225.07) 4. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked-up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90" span mullion and a 45" high fixed window on top, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1383, dated 2/13/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOW 02- 0501.05) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1718, dated 8/27/02, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under NOM 03- 0225.06) Manue Per Product Control ltxa aet. NOA No. 12-0127.07 Expiration Date: May 30, 2017 Approval Dater March 29, 2012 E -1 . . .:,g- Lawson industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNTmum) 6. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294' along with marked up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurri cane Engineering & Testing, Inc.; Test Report No. HETI -02 -1717, dated 8/27/02, signed and sealed by Rafael E. Droz -Seda, P.E. (SubmWed under NOA# 03- 0225.06) 7. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked-up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1376, dated 1/31 /96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOW 03- 0225.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, dated 05/17/10 and updated on 01/WI% prepared, signed and sealed by Thomas J. Sotos, P.E. 2. Glazing complies with ASTM El300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, dated January 25, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated May 20, 2010, signed and sealed by Thomas J. Sotos, P.E. G. OTHERS 1. Notice of Acceptance No. 10-0610.02, issued to Lawson Industries, Inc. for their Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement -- L.M.I., approved on 10/06/10 and expiring on 05/30/12. Nlanue! P , P.E. Produet-Control Diner Y � NOA NO. W127.07 Expiration Date: May ft 2!!17 Approval Datc:- hftreiV, 2012 E -2 ANCHOR /CLIP GLAZING VERTICAL GLAZING GLAZING PRODUCT GLAZING GLAZING ANCHOR /CUP HORIZONTAL MULLION 3 PRODUCT S ANCHOR /Cu ANCHOR UP N U i f. VERTICAL VERTICAL B MULUON MULLION v GLAZING GLAZING GLAZING hZ.. PRODUCT PRODUCT PRODUCT WIDTH (W) W1 + W2 + W3 2 ANCHOR /CUP ANCHOR /CLIP ANCHOR /CUP HORIZONTAL MULLION GLAZING PRODUC VERTICAL GLAZING GLAZING MULLION. GLAZING GLAZING z PRODUCT PRODUCT S ANCHOR /Cu ANCHOR /CLIP ANCHOR /CUP HORIZONTAL MULLION GLAZING PRODUC GLAZING GLAZING PRODUCT MULUON SPAN r- HORIZONTAL MULLION GLAZING r�:�. PRODUCT GLAZING GLAZING PRODUCT PRODUCT VERTICAL MULLION ANCHOR UP W1 1 W2 . W MULUON SPAN WIDTH (W) m WI a W2 WIDTH (W) = W1 + W2 2 TYPICAL MULLION ARRANGEMEN N ;R O D THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MUUAI —DADE CWNTY APPROVED IMPACT AND NON — IMPACT PRODUCTS. RECIAMMILAR AL M. I— USIN • MULLION ION PROPERTIES ONLY 1. THIS PRODUCT HAS BEEN OF-SIGNED TO COMPLY WITH THE REQIAREIAENTS OF THE FLORIDA BUILDING CODE 2010 EDfI= DJCLUDING HIGH VELOCITY HURRICANE ZONE [HvWA- Z—A¢I. GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE FIARIQA BLDG CODE REQUIREMENTS LE, WIND LOAD, WATER NFS.TRATIQN. FORCED ENTRY RMWANCE , SAFOUARDS M 3. MULUONS ARE APPRDVEO FOR IMPACT AND NON — IMPACT APPUCATOlFS, INCLUDING WINDOWS. DOORS OR COMBINATIONS MAY BE MULLED. 4. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. S ANCHOS SMALL BE AS LSIED, SPACED AS SHOWN ON =Q.% ANCHORS Dfi=IEM TO BASE MATERW. SAW. BE WOND WALT. ORMM OR STUB. O. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE OEWLS.` ARE NOT PART OF THIS APPROVAL WDOD ANCHOtS GI5 EASE IN AUIOWAB.E SIRM IS USED N DMION OF y & MATERIALS NCWGINO BUT NOT LOOTED W STEEL OR METAL SCREWS; THAI COME INTO COMACT WITH OTHER 03 MBAR MATERIALS SHALL MEET THE MQUIRDA91113 OF IHE 2010 FLORIDA BLDD. CODE — SECIION 20539.4. MU Z ION & CUP NO S- 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET 2 OF 10 FOR DETAILS AND NOTES. • REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET 4 OF 10 FOR DETAILS AND NOTES. • REFER TO SHEET 5 OF, 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 3. FOR CUP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 6, 7, S. & 9 OF 10 FOR DETAILS AND NOTES. + N • REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHA 3e p 3 0 U i f. 2X MIn110N CLI? 8063 -TB tX MULLION CI ip 6083 -T8 MIN. L 2 X 4 nmxa. lmI TUBE MnI w FRAME MULUD 2 X 6 .1G10.LLQd xyw 1tRRRAR 91MPE8 WAM 8063 -T8 ALL 3 PRODUCT CLIP LENGTH I X 2 L68W 1 X 3L 2486' 1 X 4 1688 2 X 4 3488' 2 X 6 5488• aes � M 4Seo aooe ais ta3e °� aes 3a6a zt=m emD Lm e6ee rase ash 1X4 CUSTOM MI p I ION 1X3 -- ' b NLa 1 ION 1X3 CUSTOM MI q 4188 1 X 2 4068 1 X 2 Ho83 -m bug 2.070 lie 6063 -Te has 1.0W 0 ON GOW-T8 blx: 0.950 lit. cuST_ OAA MUt 1 KTN 6ac 0.370 6e GUST_ OM y(n LON 6ac 0.330 he Sx:c 1.035 irt' S:ac 0.887 h? Sxx: 0.633 Tns Sxx: 0.370 Tns Sx:c 0.330 Ins ; < FLANGE FRAME? (nN FRWO (FU (M FRAME) (FLANGE FRVA* JIM ae4 a8S '•L, EODD . LOCD p 4= aeg:: '.� 6A00 aES 3A00 .�:• e000 ;y . 1 X 4 Sin n i ON 1 X 3 STD. TUBE MI n LION 1 X 2 °FUF . . 2 L X 6 2% a 600-Ts 4 baL: 2.070 ire 6083 -TB ixx: 0.95o Tn4 STD. MLn L NfN.;! � Aar: 0.330 ire STD. TUBE MULLION Sxx: 1.035 irGt SXx: 0.83 33d' bi? 8063 -TB 8083 -70 Ixx: 8.280 lie 2.980 in' S= 2.760 ins S= xx: 1.490 Ins g r MSTRUCTIONS• USE 1:i1AR18 AND OGM6 AS FOLLOWS. STEP 1 CUBWIE DO01 UMD RECIIRIEO FOR PARiIUM OTM STEP 2 QAM PRO=M MEE W ABM Lnw STEPS USE CMOWM 10 WALON AS PER PWMX +STEP SPECIFY UA MN ON WMM . AND ANGLES ARE TO FTI' L44EYO CKWIS ON &W 3 of t0 2WW Mtp.lW see WE um oM= RAMS Mon TtMN DMW LOAD WPECIFW ANOT F1T sNL1G M MEP t. 'B�Ilpr...... XES Ra:IONS, SEE OPTIONAL§bLBIRB TTPE6 vT►BtuON RATuO 3 AT SHEEP 9 OF 10. LORE nwi TLIE tai uM08 SPECffIEO M STEP T AMM USING MULLION PROPERTIES= Y THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WiTH ALL LAWSON'S MIAMI -DADE COUNTY APPROVED IMPACT AND NON - IMPACT PRODUCTS. NOBS: 1. "ER,TO THE GENERAL NOTES ON SHEET 1 -OF 10 FOR BUILDING CODE COMPLIANCE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. a �' O � M a �' O rs6 2X MULLON cuP Gm-Ts L mot. OPnO, J �+TroNAL .125 iatL ANGLE CLIP 6083 -TB 2 X 6 MULLION 1VP. WALL a .18' ALL ALLOY a 8063 -Ta ZI AL A / .A21A16 PRDDaCT 11 SEE NIXON OR DOOR APPRDNN. FOR FASTENERS SOM AND SPAOMO CLIP LENGTH mina. V I x z 1.668• I X 3 2688' 1 X 4 3.688• 2 X 4 31688• 2 X 61 5.688' 1. ALL CLIPS AND ANGLES ARE TOR SNUG WM TUBE MULLIOPM 2.. WHERE ANGLES ARE NOT FIT SNUG ONTO TUBE MIJLUONS, SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. X 6 2 x 4 ne1YoL STD. ZION �k eoa3 -TB L500 La: 7.649 ire am 549 in Sax: 3.825 ins 0 MULL USINM ;MUW0NS 131ART5 AND GRAPHS AS FOMS. OMWX LOAD REDIM FOR PARICAAR OPWa THESE ARE RATED FOR AND BE USED WITH ALL LAWSON'S r4M COUNTY APPROVED IMPACT AND NON - IMPACT PR( NOTES: In >,� 1. REFER TO THE GENERAL NOTES ON SHEET aaw� o tj c6ae 3A! toa HORIZONTALLY. .176 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION SPEgt>EG M STEP t ASOVE ARRANGEMENTS OR STACK CONFIGURATION& 1 X 3 wes 1 X 4 1 X 4 D. LL= 1 X 3 310- TUBE Mill I I 1 X 3 0063-T6 CUSTOM MUa L ION 6063-To CUSTOM M ION 8083 -18 bla: in` Iaa: 4.708 8083 -T8 Ita:: 2188 in. Ixx: x.188 tn4 s �14�9 n. 2. Ins Stan 2 355 ins . Star: 1.445 UG 3 Sxa: 1.445 (n. W ' (FIN FRAME) A •YIb FF X 6 2 x 4 ne1YoL STD. ZION �k eoa3 -TB Ixta18 ` La: 7.649 ire Pmd 549 in Sax: 3.825 ins 0 MULL USINM ;MUW0NS 131ART5 AND GRAPHS AS FOMS. OMWX LOAD REDIM FOR PARICAAR OPWa THESE ARE RATED FOR AND BE USED WITH ALL LAWSON'S aLArMO Ptmaxls ABOVE Lento COUNTY APPROVED IMPACT AND NON - IMPACT PR( USE COM90M A�1 TO 191LLIDAI AS PER PRDOUCT NOTES: rMumam �t VACDEM 1. REFER TO THE GENERAL NOTES ON SHEET tlsttXl CFigR1S OH SHEET 8 OF t0 SELECT dquLroN SRE a!RH oESICIU �RAIDW 1WRE 7WA DESIGN LOAD SPEW= ' 1 OF 10 FOR BUILDING CODE COMPLIANCE. M sTEP.t ` 2. MULLIONS MAY BE ORIENTED VERTICALLY OR usma HORIZONTALLY. a�EE►8> TTY aAT�it eaXIE THAN THE OESaai LOADS 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION SPEgt>EG M STEP t ASOVE ARRANGEMENTS OR STACK CONFIGURATION& J I s ze R Jill — s/ta• MIN. EDGE DIST• ' E DIST 2 PER CLIP ( m 1 -ice' rmo Wool) PEKE 2-3/19 OR I PER a /te raid a 3/4° 1 -31a• +ow txaEOa /wro wsoXXr 1 -y4' Eue�o arto uaamlar 4 PER CLIP (2 ON WNa) a PER ANGLE r ILI --- ---- -- tx �LaATM CLP .2 X 2 x 1 • 2 N18 ° 2 ar 1 ' iX i O °k� p• .- ; &JOII ; ; i i s - - tIWOD a1UC�lt 1X FLOA IM CLIP � � � AWY % 1 � t i 1 i 1 i m EDGE CIS . a /,r ANCHORS TYPE 'D' (INTO BLOC I . Ems' i -t/2° WN. w000t � TXlit � ., ANCHORS TYPE 'G' (INTO CON REPEL 4 ANCHORS THRU 1X BUCK Q or sa • ALL CUPS AND. ANGLES TO Frr . SNUG INTO TUBE MULLIONS INTO CONCRETE OR BLOCK � o. 1 \Z_ 1x4° & 2 °%4° MULL '. a � 1 TAPCONS MAY BE HEX OR FLAT HEAD. MW. EDGE'D�T. i i 2 -3f 18° CONCRETE OR s Y� 1 I r2� 1 -3 /a" IML MM UAO to IR11 1 -3 /a• i1Di.'m WTO WSOMgt' am= I a PER f.1P (t Oi FAOi tlIQJ� t Pw ANaIE PS AND ANGLES TO FIT SNUC ro : •'. t •, , ,\� + AHCNaR M TUBE MULLIONS. •.• : , •. .: • ,'. ", o . M MAY BE HEX OR FLAT W.V. 1 0 ANCHORS TYPE 'A' �gs 2 ANCHORS INTO MOOD ' 1 Zr tsr ��`• -;� I 2 X 2% 1 ca f I . 1 1/4° .MIN. t -1/a' MUL woa'1PENE1RA1We1 • 8/18' rAPCONe iv M_ - - -- 8888 4UCtt ' 1 1% ►LaAtaW CLIP 1 -1/a• IML WOW PENE1=.m E D 4 PER CUP (2 ON EAGR VM) 2 PER AtA11E \ I 1 1 1 1 1 I 1 1 a z , • _ANCHORS TYPE 'C' (INTO BLOCK) 4 y� ti; • %, r' ANCHORS TYPE 'F' (INTO CONCRETE) % •w• • ` INTO ANCHORS O TE IX SUCK OR BLOCK op���,t► �r��s /e i i o0 00•..•• •.•�/ sis i o O 118 1 � MI 1 1 --- °- - -- --- i 2 ar i ; Etoanuo etm ` A2 XM2 X 1 = wow au ' 1 i Gvn� PROD=RBVa3✓Sl 1 1 - - -- 1 I 1 i � - -- -_-� BswNhmoam19da � ' ANCHORS TYPE 'B Dab�" ~• °« 4 ANCHORS INTO WOOD y J J AtXaa� W'x eArro� '! A MIN. EDGE DIST. 2 -3116" CONCRETE OR 4 -NOLLOW BLOCK Il T2 -7/16-T 1-*r LOL Ixleeu wo mAsaw 3-3/4- 4 TOTAL (2 ON VXH MIN. of 286 CUPS OR MOLES CONNECTED DIRECTLY To MASONRY 70 K PROTECTED WITH ALKAU-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR IWATER -WHITE METHACRnATE LACOUVt MIN. EDGE DtST. 2-3/16* CONCRETE OR LOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS., WO 1-3/4* MX DISM M " 4 PIN 2-PER ANGLE 2 X I.Ur 1. 7, MIN. ANCHOR DETAIL ANCHORS INTO CONCRETE OR CEMENT BLOCK 2112 Ur . Amu IV I x 2 isw I X 3 -e4w I X 4 34A• e X 4 3,688• 2 x (.I - =SAW, CUPS AND ANGLES ARE TO Fn 470 TUBE utumms. ?E ANGLES ARE NOT FIT smw BE MULLIONS. SEE OPTIONAL ! DETAIL AT SHEET 9 OF 10. 1 14 S.Y.S. 2/ comw0mm TnUBE 0 L 1121 v SIDE ANCHORS TYPE '1' METAL W MEM CONNECTION USE CHARTS MR ANCHOR TIM V To vEwy CAPACITY Of COM\MMM Mao=$ A U. CUPS AND ANGLES; TO FIT SNUG OR FIAT H aD I 0 49 0 z Alt I 0 49 d�IN. EDGE DIST. D 21 li6" CONCRETE OR HOLLOW L OLL D 3/16- v TAPCONS mws 1-3/4" WL MW MW MASMW 2 PER r kP, I EACH WIND) 4 1 4 3_ ALrm"7c � ANCHOR LOCATM a/ TA MIL DIM X VA MW. EDGE DIST. 2-3116" CONCRETE OR 4 ULOW BLOCK alle. 1-3le AWL EMBED mm UASOMW Atir 7APCONS 4 PER CLIP (2 ON EACH 1-3/4* 10M. EMBED SIM MASOMW yyy it N WIMS) PER AN= A3/4 j2 Z L I I CONCRETE OR I 2 7/16 CEMEmr BLOCK F-2 2 39 2 X A. ANGLE 1 I 4- ANCHORS TYPE V (INTO BLOCK) ANCHORS TYPE 'G' (INTO CON CR EY No 4 ANCHbRS INTO CONCRETE OR CEMENT BLOCK 11W & 2"x4" MULL MULL W"r WC—Nwr 1-3/4' -m 1. KSO 4 PER CLIP (a ON ECH WW) TO FIT SNUO TAPCOW MAY BE HEX DR FIAT HEAD. CUPS OR MUM Cow&= Ommy To maom To BE mommo TAPOONS WITH - RESIST S R4ff -q PWW�OUS PAINT OR 1 -3/4' NW. MASONRY VATE CUP A I MIN. EDGE DIST. 2• 3/16- CONCRETE OR MEN. EDGE DIST. 2 -318' CONCRETE OR 4 HOLLOW 81A IC 3-3/4' 31ir upcom IA . MIN. 1 -3/4" muL EMBED aM K49oNw '! 4 PER CUP (2 ON EACH WZM 03 . toy 20 MULL ; 1 3/4- 69L EYBED 79; cup t2 OU E40CMH ZT)W 34 -`----- -------- --------- -----I 4 1 3/4' MIN. A (Zl L CLIP LENGTH 2XIS MULL i a 2 X 4 asw --------- 2 x 6 5A• ---------- j To ANCHORS TYPE 'E' (INTO BLOCK) im rrr mmi Olt nAT HEAD ANCHORS TYPE 'H' (INTO CONCRE7) 4 ANCHORS THRU IX K= MASONRY TO BE PROTECTED KM CONCRETE OR M= I AS BITUMINOUS PAINT OR 2'1S* MULL SHOWN 4 HOLLOW 3-4/4- 8118` TAVCM 1 3/4' MIN. 1-3/4* LOL DM 0410 MASMW 3/4' 4 PER CLIP (2 ON EACH V=) + CUP LENGTH ALL lil 4 2 X 4 MIN. 2 X 6 5.688' 11/16- ALL CUPS AM AM INTO TM muLuo ANCHORS TYPE 'E' (INTO -BLOCK) TAMNS MAY BE H ANCHORS TYPE 'H' (INTO CONCRETE) 2= WAL 5/1• TApCoNs MEN. EDGE DIST. 2 -318' CONCRETE OR 4 HOLLOW 81A IC 3-3/4' 31ir upcom IA . MIN. 1 -3/4" muL EMBED aM K49oNw '! 4 PER CUP (2 ON EACH WZM 03 . toy 20 MULL ; 1 3/4- 69L EYBED 79; cup t2 OU E40CMH ZT)W 34 -`----- -------- --------- -----I 4 1 3/4' MIN. A (Zl L CLIP LENGTH 2XIS MULL i a 2 X 4 asw --------- 2 x 6 5A• ---------- j To ANCHORS TYPE 'E' (INTO BLOCK) im rrr mmi Olt nAT HEAD ANCHORS TYPE 'H' (INTO CONCRE7) 4 ANCHORS THRU IX K= MASONRY TO BE PROTECTED KM CONCRETE OR M= I AS BITUMINOUS PAINT OR 2'1S* MULL SHOWN 1-3/e M Emem mm momm ----------------------------- 4- 4 PER CLP (2 ON EACH ■M) 1 3/4' A MIN, 3/4' + 4 MIN. 11/16- ALL CUPS AM AM INTO TM muLuo ANCHORS TYPE 'E' (INTO -BLOCK) TAMNS MAY BE H ANCHORS TYPE 'H' (INTO CONCRETE) CUPS OR ANGLES CONNECTED DIRECTLY Tc ANCHORS 0170 CONCRETE or BLM WffH AU(AU—RESWAW CQhTING% SLICi 2'X8" ULXL SHOWN WATER-4MM METHACRYLA:FE LACQUER MEN. EDGE DIST. 2 -318' CONCRETE OR 4 HOLLOW 81A IC 3-3/4' 31ir upcom IA . MIN. 1 -3/4" muL EMBED aM K49oNw '! 4 PER CUP (2 ON EACH WZM 03 . toy 20 MULL ; 1 3/4- 69L EYBED 79; cup t2 OU E40CMH ZT)W 34 -`----- -------- --------- -----I 4 1 3/4' MIN. 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V1 o 48 3631$ w W 112 18 160 136 160 180 1W -16D M 1w 1w iW 1W '03D 1W 9w 48 74114 64 34 W 68 W 78 70 118 10G 1W 938 67 YB 132 117 1W 1W 03 63 48 7Za .��. m ©tE�■0�00�1 w 1 94 1121 63 48 103 06 121 110 1w 160 1W 180 438 123 1W 9W 1W 1W 146 13a 89 27 28 84 49 03 67 04 8B ffi 114 m 61 109 88 140 75 88 w 68 �B�iQ ° 44 41 B8 81 101 93 1W 140 1W 1w 1131 - 104 1w 150 1 150 9W 121 111 72 79 23 21 46 42 62 48 i 78 72 904 08 63 44 88 91 117 108 62 68 n 39 MEN . -39 19 133 1W 1W 160 1W w 1W 1W 18 1W 1W 1W W 1W 16D 1W 19 j - 1W 1W 180 1w 1w 1w 160 180 18D w im 139 1W 1w 1W 1w 1W 1W w . 3o 38 w 07 1W 994 180 9W 1W 1w 1W 1W 9W 9W 1W 1w 1w 1w tw 16D 30 38 48 40 90 w 111 92 1W 939 1W tw 124 103 160 1w 1w 1W IV 110 30 38 � W � 42 07 114 131 1w iw 947 180 1W 1W 42 34 69 79 119 1w 68 133 180 94 42 m -48 SD 618 W 1W 116 180 tw 128 1W 1W 137 48 84 3D W 69 104 138 77 118 160 83 48 132 64 44 89 1ffi 1w 180 114 1w 1w 122 94 27 W 61 02 129 49 103 •biz 78 a w w 40 38 • w 73 92 B3 138 129 1W 1W 103 04 180 140 9W 1w 110 1W w 68 24 n 48 44 68 w 83 76 111' 101 63 W 93 06 124 112 W 60 w as (`�J n ss 67 70 118 1w W In 1W 81 72 2D 40 4B a 92 62 78 106 W 72 79 31 61 71 108 141 79 119 1W 84 78 10 37 43 84 88 44 72 08 61 78 �' w i.:q, 18 24 118 89 1W 1W 1w 1w 1W 9w 1W 1w 1w 9w 1W 1w 1W 1w 1W 98 24 70 W 10 'IDs 1w 121 1w 160 1W 1W 1W 136 1W 1W 1w 1W 1w 146 18 �1) p, _ _•. 30 71 142 1W tw 1w 9W 1w 180 1w 3D 42 84 97 148 m 108 1W 1w 1% 24 30 38' w 1� 138 1w 1W 960 1W 38 z 1W 1W 36 w 91 121 1W W 138 160 w 36 42 61 101 118 1W 1W 130 1W 1w 139 42 w W BB 104 198 77' 110 1W 83 42 m 84 67 � 44 39 w 79 1ffi 91 iw 938 1w 160 114 101 1w 1W IN 9w '122 106 � 88 64 26 23 as 47 et 84 91 81 121 108 ® W 102 w 139 120 n 64 � 64 - w 96 71 82 123 tw 91 137 •030 97 w 21 42 48 73 97 84 et 108 88 8D _ w 32 84 74 111 148 83 126 160 89 Be 19 38 44 08 88 49 74 98 83 88 72 30 80 w 102 138 78 114 180 81 72 18 36 40 61 61 44 68 w 48 72 78 27 86 W 04 124 10 109 1w 76 78 18 32 37 66 74 ..42 63 N 46 78 ~ 18 107 1W 1W 1W 1W 150 1w lw 1w 18 02 126 143 1W 1W 1W •180 1w 1W 18 24 w 1W 1w 160 1w 180 1W 1W 1W 24 47 04 100 180 10 120 180 180 120 24 3D 64 128 148 1W 1w 1W 1w 1W 1W 3D 37 75 88 129 180 w 148 1W 103 30 sun 36 W 1W 128 1W 18D 137 1W 160 147 36 31 62 72 106 'big so 121 1W w w {� 42 40 M 106 160 tw 118 10 tw 128 42 27 63 81 m 123 w 103 137 73 42 d• 146 83 40 w 92 139 1W WB 160 9w 110 48 108 23 47 64 81 908 w w 10 64 48 160 e4 36 71 82 10 1W 02 138 1W M 84 21 42 48 72 96 W w 107 87 W 90 32 64 74 Ill 147 W 124 160 88 80 19 37 43 05 68 4B 72 w 81 w 86 29 68 67 101 134 78 113 1w W 68 17 34 39 69 78 44 68 87 47 86 12 24 28 42 88 31 47 83 24 72 27 63 61 w 123 W 103 137 73 n 18 M 38 84 72 W BD w 43 II 11 22 26 39 12 ?9 43 88 31 79 26 87 86 113 W 13 127 88 7 1 14 29 33 w 88 37 68 74 49 78 10 21 24 38 49 27 40 83 28 8 ANCHW�' ^" /" r�t¢a0a� ANCHOR CLIP NOTES: g �00 - alnzti4a ��� 1. FOR CUP TYPES AND ANCHOR -CONDITIONS REFER z ,.'� 7 `. TO SHEETS 8, 7, 8, & 8 FOR DETAILS AND NOTES. ooh i� altil�onl 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE � 3. SELECT ANCHOR TYPE WITH' DESIGN RATING MORE THAN CLAM P�mxTtxr CLAM THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. Q 1x7 4. ANY ANCHOR CONDITION SHOWN LOCATIONS AT HEAD, SILL OR JAMB HEREIN MAY COVER ENDS. PRODUC7RBV1373A k m anldroya6+ 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. wrthmal4n Dmme f � o ••'•a.•.a•• Wt HORL0 A MUWON 8j74 its nPICAL MULLION CLIP ARRiMiGEMENTS A D�OdG'�C ►� �mQ0m�7d7m�� -f�00 D��iL:7m�mmm� oo ©rl�m0000 000000mmo o ©�iE700i�7mI¢7 ©��iL70��iiJ 08���i�700iT�lL7 oammm� moo D�<:a70�E�7mm0 m ©tE�■0�00�1 8�<:7�i�70E�m0�� �B�iQ ©��i7 ©t00t�0�