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WS-11-839Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 162818 Permit Number: WS -5 -11 -839 Scheduled Inspection Date: August 08, 2011 Inspector: Bruhn, Norman Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Weber Hall Miami Shores, FL 33138 -0000 Project: BARRY UNIVERSITY Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Contractor: EMERALD CONSTRUCTION CORPORATION Phone Number Parcel Number 1121360010160 -13 Phone: (954)241 -2583 Building Department Comments WEBER BUILDING WINDOWS REPLACEMENT TO IMPACT RESISTANT Passed r Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 159595. Egress is blocked. Clear egress on center stair. NB evc__ August 05, 2011 For Inspections please call: (305)762 -4949 Page 32 of 37 1 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 11300 NE 2 Avenue Number: Weber Hall Miami Shores, FL 33138 -0000 1121360010160 -13 Block: Lot: BARRY UNIVERSITY INC Owner Information BARRY UNIVERSITY INC Address 11300 NE 2 Avenue MIAMI SHORES FL 33161 -6628 Phone CeII Contractor(s) Phone EMERALD CONSTRUCTION CORPOR (954)241 -2583 CeII Phone Valuation: Total Sq Feet: Type of Work: WINDOWS & DOORS No of Openings: 200 Additional Info: IMPACT Classification: Commercial Scanning: 10 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $72.00 $31.50 $31.50 $24.00 $2,100.00 $30.00 $96.00 $2,385.00 Pay Date Pay Type Invoice # WS -5 -11 -40896 05/31/2011 Check #: 1312 05/10/2011 Credit Card Amt Paid Amt Due $ 2,335.00 $ 50.00 $ 50.00 $ 0.00 $ 120,000.00 Available Inspections: Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment 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 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. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy May 31, 2011 Date May 31, 2011 1 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 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ` ➢ 1 OWNER: Name (Fee Simple Titleholder): ; Address: � 'O'O t C' u e,n city: Of\ \‘01. tAA OW ( 6 State: �" L Permit No. TIT .717-'rm MAY 1 P 2nil Master Permit No. Phone#: 3D6-c-69 ci ° '4054 Zip: 33k 1 Tenant/Lessee Name: Phone#: Email: r1ICi Q e onotA be x C,C ul JOB ADDRESS: \\-3o0 \11(,, cAVEVI■4 — \e \e' &A-16. v City: Miami Shores County: Miami Dade Folio/Parcel #: -Z ` J� ° — OS", Is the Building Historically Designated: Yes Zip: NO +s Flood Zone: CONTRACTOR: Company Name: LC■�• S.w \ke_\-�o\r, tocy Phone#: QC(-' Z'-\`` 2 S% 3 Address: \0(61/4•P \f\ \ City: Cti�� a �L�\ Xy c4C ' • , State: Qualifier Name: fwd ulvi-■ i Zip: 3,30M Phone #: q ‹(4-2,k-ll'2S% State Certification or Registration #: n( GIL __ \ 1 ct LA S Certificate of Competency #: Contact Phone#: ,St ` 2-k \' L SAn )3 Email Addr ss:' ( \.6 (l ue- kan ∎('i) !, �D tM DESIGNER: Architect/Engineer: 1 V \ �"� ua e'\ y .� ►�l \O�S\: o Phone#: �,�� _ l� ®� 1i� 0� Value of Work for this Permit: $ 12 C0) Cx ;LT- Square/Linear Footage of Work: Lee kAn �‘ Type of Work: ❑Addition ❑Alteration New 'Repair/Replace ❑Demolition Description of Work: u \6 .2vAI e ✓t�- + *** *** * *** ***** ****** * **, *** ******* **Fees**** jr 110*** **a ** * * ***** ********x * *** Submittal Fee $ - Permit Fee $ CF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ DBPR $ Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for FI FCTRICAL 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. The foregoing instrument was acknowledged before me this 0" day of ,20i,by Ma & whcas=peasonallyJmn to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commis Owner or Agent • • • Signature Contractor The foregoing instrument was acknowledged before me this ` [ day of , 20 �� , by CAVV V`-kv'^b \-P.‘) who is personally nown to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: 74, Melanie James ,p ppY Py ��i : z° . 4i .�n tcOMMIS5ioN i DD734951 :9' 1 `-. EXPIRES: NOV. 18, 2011 ****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** lr#01vlgMIMMMh APPROVED BY 4lej/■57.),7`4( Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOUO NO. 11- 21360000050 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Horida Statutes, the following information is provided in this Notice of Commencement 1 111111 1111111111 11111 11111 11111 11111 1111 1111 CFN 2011 80267044- OR Bic 27665 Ps 1070; tips) RECORDED 04/25/2011 14:43:12 HARVEY RUVIN, CLERK OF COURT MIAMI —DADE COUNTYr FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description of property and street/address: Weber Hall - 36 52 41 40 AC SE 1/4 of NE 1/4 less E35FT and less W4OFT / ___11aOfLNE2AmenuajVilem i herea 161 2. Description of improvement: Window Replacement at Weber Hall 3. Owner(s) name and address: Barry University -11300 NE 2 Avenue. Miami Shores FL 33161 Interest in property: Name and address of fee simple titleholder. 4. Contractor's name, address and phone number. Emerald Construction Corp. 1086 NW 1 Court. Hallandale Beach. FL 33009 Ph: 954-241 -2583 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number N/A Amount of bond $ N/A 6. Lender's name and address: N/A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of reatxrng'Ideas a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS 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 JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF s MMENCEMENT. Signature(s) of Owner(s) or Prepared By Print Name Bruce Ed - rods Authorized Officer /Director/Partner/Manager gY�s Prepared By t.(/! e. • Print Name 4-t3 `Ag },,,c t J�r�' Title/Office ' —L Y3 %3, • Tlele/Office Vice President for Business & -Finance STATE OF FLORIDA COUNTY OF MIAMI DADE t r e° C • The foregoing instrument 9 1 owledged •� ore me this c d of ),(111Y I l ndividuaiy, or as Vice President Personally known, or ❑ produced the following type of id Signature of Notary Public: for Barry University Under penalties of perjury, I declare that l have r that the facts stated in it are true, to the best of m f rsc pe'' ∎4.: _•9e Signature(s) of Owner(s) By 123.01'.$ PAGE 3 alto ef. s)'s Authorized Officer/ Director /Partner/Manager who signed above: : Rr ■.. i g COX L 4P- ;∎whi.Y \.. 1 HEREBY CERTIFY Bttaf thiS IS IRA Permit No: 11 -/S57 Job Name / , 2011 Miami Shores Viiiage Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 PERMIT Itk,. A n 011 g09 Miami Shores Viiiage Building Department RECEIPT Contractor o Owner ❑ Architect Picked up 2 sets of plans and ether) )10 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Ago From the building department on this dat in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to contin permitting process. Acknowledged by: c, PERMIT CLERK INITIAL RESUBMITTED DATE: 2 PERMIT CLERK INITIAL: i MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90th Street Medley, FL 33166 SCOPE: MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375 -2908 www. miamidade.gov/buildingcode.com, This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW 4200/ 6200" Aluminum Fixed Window - L.M.L APPROVAL DOCUMENT: Drawing No. W02 -55, titled "PW- 4200/6200 Alum. Fixed Window (Impact) ", sheets 1 through 6 of 6, dated June 06, 2002 with revision "C" dated June 20, 2007, prepared by Al Farooq Corporation and dated June 27, 2007, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Proditet 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, adverting 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 � enews and revises NOA # 06-0117.02 and, consists:of this page 1 and . evidence pages E-1, E -2, E-3 and E-4 as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaon, P.E. NOA No 07- 0516.02 Expiration Date: August 22, 2012 Approval Date: August 02, 2007 Page 1 ND EXCEPTIONS TAKEN ❑ REVISE AND RESUBMIT Review is only for general c concept of the project and information given in the contra: shown is subject to thv rer? a#rr specifications. Contractor is rests: which shall be confirmed and c °.: • fabrication process and oor, in- ion of wor with tha' atii.r. =ry perfo #(10/ Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS 1. Manufacturer's die drawings and sections. • 2. Drawing No. W02 -55, titled "PW- 4200 /6200 Alum. Fixed Window (Impact) ", sheets 1 through '6 of 6, dated June 06, 2002 with revision "C" dated June 20, 2007, prepared by Al Farooq Corporation and dated June 27, 2007, signed and sealed by Humayoun Farooq, F.E. B. TESTS 1. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 03- 1774A, dated 1/30/03, signed and sealed by Raphael Droz -Seda, P.E. "Submitted under NOA# 06- 0117.02" 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a faced window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -03 -1778, dated 1/30/03, signed and sealed by Raphael Droz-Seda, P.E. "Submitted under NOA# 06-011Z02" 3. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI 03 -1777, dated 1/30/03, signed and sealed by Raphael Droz -Seda, P.E. "Submitted under NOA# 06-0117.02" 4. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked-up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -03 -1778, dated 1/30/03, signed and sealed by Raphael Droz -Seda, P.E. "Submitted under NOA# 06-0117.02" 5. Test reports on 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -01 -1098, dated 2/11/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06-0117.02" E -1 Jaime D. Gascon, P Chief, Product Control Division NOA No 07- 0516.02 Expiration Date: August 22, 2012 . Approval Date: August 02, 2007 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. Test reports on 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along with marked-up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -01 -1103, dated 2/12/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06- 0117.02" 7. Test reports on 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile impact Test per FBC, TAS 201 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -01 -1102, dated 11/16/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06-011Z02" 8. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1215, dated 4/8/02, signed and sealed by Hector Medina, P:E. "Submitted under NOA# 06- 0117.02" 9. Test reports on 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Lxnpact Test per FBC, TAS 201 -94 along with marked-up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1158, dated 4/8/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06-011Z02" 10. Test reports on 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -01 -1099, dated 2/14/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06- 011202" 11. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -01 -1193, dated 4/8/02, signed and sealed by Hector Medina, P.E "Submitted under NOA# 06-0117.02" E -2 Jaime D. Gaston, P.E. Chief, Product Control Division NOA No 07- 0516.02 Expiration Date: August 22, 2012 Approval Date: August 02, 2007 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 12. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1216, dated 4/9/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06- 0117.02" 13. Test reports on 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 01- 1103B, dated 2/18/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06- 0117.02" 14. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -01 -1195, dated 11/15/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06- 0117.02" 15. Test reports on 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along with marked-up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No HETI -01 -1104, dated 2/14/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06-0117.02" 16. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -01 -1196, dated 11/16/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06- 0117.02" 17. Test reports on 1) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1136, dated 2/12/02, signed and sealed by Hector Medina, P.E. "Submitted under NOA# 06- 0117.02" C. CALCULATIONS 1. Revised Anchor Verification :Calculations complying w/ FBC 2004, prepared by AL- Farooq Corporation, dated 11/11/05, signed and sealed by Humayoun Farooq, P.E Complies with ASTM E 1300 -98 and 02 2. Anchor Calculations and structural analysis, prepared by Al Farooq Corporation, dated 6/17/02, signed and sealed by Humayoun Farooq, P.E. "Submitted under NOA# 06- 017.02" Jaime D. Gascon, '.E. Chief, Product Control Division NOA No 07 -0516.02 Expiration Date: August 22, 2012 Approval Date: August 02, 2007 E -3 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 1205.01 issued to E1. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Plus" dated 02/15/07, expiring on 01/14/08. 2. Notice of Acceptance No. 06-0216.06 issued to Saluda Inc. for their "Saflex HIG Clear or colored interlayer" dated May 04, 2006, expiring on May 21, 2011. 3. Notice of Acceptance No. 02- 1205.03 issued to Security Impact Glass Holdings L.L.C. for "SAF -GLAS" dated 01/02/03, expiring on 12/16/07. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated May 14, 2007, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of compliance, dated May 11, 2007, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. None E -4 Jaime D. Gascon, P. Chief, Product Control Division NOA No 07 -0516.02 Expiration Date: August 22, 2012 Approval Date: August 02, 2007 6' MAX. • FROM ENDS it MAX. HEAD/M. FALSE FRINTID S /—SIWFACE APPLIED OPTIONAL 70 W16* DL CPO. 74` wow NW1H I l9 ATION TESTED UNIT 1 1 O{0 7 GLAZING STOP (3/6' GLASS) GLAZING STOP (7/16` GLASS) ASO GLAZING STOP (CIRCULAR WOW., FRAME HEAD FRAME JAMB THIS PRODUCT WAS BEEN DESIGNED AND TESTED TO IDLY WITH THE REQUIREMENTS OF THE FLORIDA BUS CODE 2004 EDITION INOUJDIKR HIGH VELOCITY HURRICANE ZONE. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANA SIAU. BE AS LISTED, SPACED AS SHOWN ON DUALS, ANCHORS ESN[ TO BASE MATERIAL SHALL BE WORD WAIL DRESSING C R STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THE APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF 11000 ANCHORS ONLY. ALL SIEEL BN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. W. MmIH I I sl I I STINCRORIES CLE ALLOWABLE LOADS FOR ALTERIWOE SHAPES AS SHOWN ABOVE 0 R SLUR UAR CAN BE VERIFIED BY INSCRIBING PIC URE WINDOW SHAPE WIDEN SQUARE OR RECTNNGLE AS SHOWN IN DOTTED LAVES AID OBTABBN0 ALLOWABLE LORDS FIJI THOSE SHAPES. PRODUCT . :ED MOM% CoAe' �IBorLh Acceptance No OZ c A r. 31 1 1 I I u 11 II 11 I n II 1I 11 ii u II II II // n 11 1 II , I n U II 11 II n I II II -- II II II II II H If II - q 0 11 LL ____ II II It . 70 W16* DL CPO. 74` wow NW1H I l9 ATION TESTED UNIT 1 1 O{0 7 GLAZING STOP (3/6' GLASS) GLAZING STOP (7/16` GLASS) ASO GLAZING STOP (CIRCULAR WOW., FRAME HEAD FRAME JAMB THIS PRODUCT WAS BEEN DESIGNED AND TESTED TO IDLY WITH THE REQUIREMENTS OF THE FLORIDA BUS CODE 2004 EDITION INOUJDIKR HIGH VELOCITY HURRICANE ZONE. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANA SIAU. BE AS LISTED, SPACED AS SHOWN ON DUALS, ANCHORS ESN[ TO BASE MATERIAL SHALL BE WORD WAIL DRESSING C R STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THE APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF 11000 ANCHORS ONLY. ALL SIEEL BN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. W. MmIH I I sl I I STINCRORIES CLE ALLOWABLE LOADS FOR ALTERIWOE SHAPES AS SHOWN ABOVE 0 R SLUR UAR CAN BE VERIFIED BY INSCRIBING PIC URE WINDOW SHAPE WIDEN SQUARE OR RECTNNGLE AS SHOWN IN DOTTED LAVES AID OBTABBN0 ALLOWABLE LORDS FIJI THOSE SHAPES. PRODUCT . :ED MOM% CoAe' �IBorLh Acceptance No OZ c A r. 31 1 1 1/8• ANNEALED CLASS .01S• ADHESIVE Wf SIG. .D70' PGL.YCARBONATE SA —GLA5 .018' ADHESIVE 8Y SIG. 1/8• ANNEALED GLASS SILK SCISCEE— YOREFEAD Sit 5731 DOW COSMIC 899 • TREMCO SPECTRUM 2 SIUCONE SCHNEE—MOREHOW 5731 DOW CORHNM 899 SOSO SPECTRUM 2 3/18' NN57LED GLASS .090 PVB INTERAYER SOLUOA SAREWI EPSIVfE 3/18• ANNEALED GLASS GLASS TYPE 'A' 8/18° OVERALL SILICONE S SM 5731 DM COMING 899 TREMCO SPECTRUM 2 1/6• HEAT sTR. CLASS .015" ADHESIVE 81' SIG. .070' EOLYCARBONATE SAE —GLASS .015' ADHESIVE BY SIG. 1/8• HEAT SIR. (LASS 1/8" HET SIR. GLASS .090 RIB MIERLAYER SOWS', SAE7.EUC /HEEPSAEE 3/18' HEAT STR CLASS SUCONE SCHNEE —MORE EAD S1 5731 SLNONE DOW CORNING 899 SCHNEE—MOREHEAD 3M 3731 TMILO SPECTRUM 2 DOW COMM 899 NEMO SPECTRUM 2 SILRONE SCHNEE—MOREHEAD SM 5731 00W COMM 899 1REMCO SPECTRUM 2 a GLASS TYPE 7/18° OVERALL GLASS TYPE 'C' 5/18° OVERALL GLASS TYPE 'D' 1813r OVERAALL SIMONE 5731 PAW CORNING 899 SIUCONE SILICONE SILICONE MI= SPECTRUM 2 SCHNEE—NIOREHEA0 5731 MOREHEAD 5731 MOREHEAD 5731 3/1G• HEAT 50i CUSS DOW CORMS 899 DOW CORNING 899 DOW CORNING 899 TREMCO SPECTRUM 2 9REMCO SPECTRUM 2 TRIGS° SPECTRUM 2 .018• MESAS BY 3.1.13. .070" POLTORSONATE 89F—Ws .013' ASHES BY sic. 3/18' HEAT STR. CLASS SILICONE SIUGONE SILICONE SOME— MORE}ffAD 3M 5731 S — MO29HE8O SM 5731 S H EE— MOREHEAD'3M 5731 MOOSE DOW CORNING 899 00W CORNING 899 50W CORNING 899 1 AS D SM 5731 TREMC0 SPECTRUM 2 1110100 SPECTRUM 2 1 UM SPECTR 2 DOW COMM TREMO S'ECIRIRA 2 3/18' HEAT SIR. GLASS 3/15' ANN. GUM MO FIATS INTERLAYER IMPOST SENTRYPLUS 3/18' HEAT SIR. CLASS GLAZING STOP 0 CIRCULAR wows, 3/18' HEAT STR. GLASS DUPONT .090' INTERIATER BUUCI1E PM DUPONT .090" INIERLAYER BUTACITE PVB fo et RI 111!! 3/10' ANN. GLASS 3/18' HEAT STR. GLASS CLASS TYPE 'El' 2}8° OVEEATL GLASS TYPE E2' 7/15° OVERATT. GLAZING OPTI023 LARGE MISSILE IMPACT RERANT LASS. SHUTTERS ARE NOT REQUIRED SEE SHEETS 3 & 4 MR CAPACITIES GLASS TYPE '7' 2/188° OVERALL GLASS TYPE 3'/18° OVERALL • PRODUCTROMIED• wk;ai dos FlarNa Aamisma rsNo Deg (shoot 2of B DESIGN LOAD CAPACITY - PSI" •IMON DINS. ' CRASS TYPE 7 Cass 1273 '8' LASS TM !" CASS TIPS 'C' SIAM TYPE 707./21.08 TYPE 'Et'td88' 01001 1ENOIR ,EKE ( +) 16T. ( -) E0: ( +) 1M: ( -) Exr ( +) INT ( -) . EX ( +) 101. (j Ex ( +) TNT. () EKE ( +) IRE ( ) 18 -1/8' 28-1/2' 37' 48' 53.1/5 20 85.0 83.0 69.0 88.0 ` 88.0 88.0 75.0 75.0 NE0 65.0 18.0 78.0 65.0 55.0 68.0 88.0 138.0 58.0 7SA 75.0 65.0 65.0 78.0 78.0 65.0 55.0 68.0 68.0 68.0 89.0 75.0 75.0 55.0 ' 65.0 78.0 78.0 BSA 65.0 88.0 58.0 68.0 68.0 75.0 75.0 65.0 83.0 78.0 783 85.0 85.0 683 88.0 88.0 88.0 18.0 75.0 65.0 65.0 78.0 78.0 18 -I/8' 28 -1/2• 37' 40 53-1/8 35-3/0 85.0 65.0 68.0 BBA 68.0 98.0 75.0 13.0 65.0 63.0 760 78.0 65.0 55.0 88.0 68.0 68.0 88.0 75.0 75.0 85.0 55.0 78.0 78.0 . 819 61.9 68.0 88.0 86.2 88.2 75.0 75.0 85.0 83.0 78.0 78.0 58.7 58.7 88.0 88.0 419 539 75.0 7SA 65.0 65.0 78.0 78.0 X X X X 879 8'3.8 75.0 , 75.0 85.0 85.0 789 76.0 ' 18 -1/8' 28-1/2' 37' 40 53-1/8 50-5/0 BSA 65.0 68.0 138.0 88.0 68.0 75.0 75.0 85.0 65.0 75.0 78.0 85.0 85.0 68.0 88.0 68.0 58.0 75.0 75.0 63.0 85.0 78.0 78.0 48.1 48.1 883 68.0 58.2 56.2 , 75.0 , 73.0 55.0 28.0 78.0 78.0 X X . X X 51.0 51.0 68.0 659 85.0 85.0 78.0 78.0 X X X X X X 64.4 64.4 85.0 85.0 783 78.0 18-4/8'1 28-1/2 37' 40 53-1/8 50 65.0 65.0 88.0 840 88.0 138.0 73.0 753 65.0 85.0 78.0 78.0 51.3 61.3 88.0 88.0 58.0 86.0 75.0 75.0 65.0 65.0 78.0 78.0 X X X X 88.2 6.2 75.0 75.0 65.0 630 78.0 783 X x X X X X X X 65.0 65.0 78.0 78.0 X X X X X X X x 55.0 135.0 78.0 783 19 -1/0 26 -1/2' 37' 40 53-1/8 83" 85.0 65.0 58.0 68.0 68.0 68.0 75.0 75.0 55.0 65.0 78.0 78.0 80.3 80.3 68.0 68.0 88.0 88.0 75.0 75.0 65.0 65.0 78.0 78.0 X x X X 88.2 662 75.0 15.0 85.0 85.0 76.0 ' 78.0 x x x x X x X - X 55.0 85.0 78.0 78.0 X X X x• X X X X 65.0 65.0 78.0 78.0 18 -1/8' 26-1/f 37' 48" 53-1/8 74' 833 85.0 68.0 88.0 68.0 68.0 75.0 75.0 65.0 BSA 78.0 78.0 x X x X 58.0 68.0 753 75.0 85.0 BSA 78.0 78.0 X X x X X X 82.8 62.8 453 8SA 78 0 18.0 X X X X X X X X 85.0 55.0 75.6 759 X X X X X X X X 55.0 65.0 72.0 72.0 16 -1/8' 28-1/2' 37' 48' 53-1/8 74 -1/4', - 85.0 659 68.0 68.0 883 MA 75.0 75.0 85.0 65.0 78.0 78.0 X x X X 86.0 88.0 75.0 78.0 65.0 65.0 783 78.0 X X X X X X X X 65.0 65.0 78.0 78.0 X X X X X X X- X 65.0 65.0 75.2 75.2 X - X X X X X X X 85.0 85.0 71.6 719 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON A: AStM E1300 -98 (60 SEC. WIND) B: ASTM E1300 -02 (3 SEC. GUSTS) • J SRC NOIN MO 1 *ITH VON/MOOS CAN 8E ORIENTED REROGtLY OR 1 1081Y AS 51X1xN MOVE. Ergo 0 FNt000 MOMS Ft& PE 1057 PRODUCT MEWED > 6a Nadia N i ".r-t Cwgw1 ig silo 1 1 sK1 ono. W02 -55 sheet 30 6 ) 111350IT DINS. mom team 24' 30' 36• 4Y • 48' 54' 60• 24? • 30• 36• 42• 48• 49' 54" 60' 24• 30' 36' 4Y 60- 48' 84• 60' 24' 30• 36? s2• 72 46° 54• or 24• 30• 3r 4r • 74• 48• . 54• 60' 24• 30• 36• 84• • 42' 48' 24' 30' 36' sr DESIGN LOAD CAPACITY - ASP MASS TYPE •• mass TYPE 'e' ow. ( +) 65.0 65.0 65.0 879 51.4 1M• (-) EXT. (+) 830 88.0 85.0 850 579 51.4 X X Ca4SS TYPE 'P 1NT. ( -) 630 65.0 Da. ( +), 09.0 55.0 INL. ( -) 68.0 680 GLASS TYPE '0' EXT. ( +) 78.0 INi.() 75.0 MSS TYPE 0'8;•0' otr. ( +) 650 -- 1NT. ( -) 650 01488 Mt 'ECt'68' EXG (+) 78.0 1NT ( -) 780 680 680 750 75.0 65.0 115.0 780 780 88.0 68.0 68.0 780 75.0 85.0 65.0 78.0 780 680 660 68.0 75.0 75.0 68.0 780 78.0 880 660 73.0 65.0 75.0 78.0 68.6 68.0 68.0 76.0 73.0 630 65.0 78A 78.0 65.0 61A 51.4 85.0 61A 51.4 X 680 68.0 68.0 680 *D 75.0 58.0 680 68.0 580 68A 73A 65.0 65.0 65.0 650 63.0 55.0 78.0 780 78.0 64.7 64.7 56.6 68.0 08.3 88.0 58.3 51.0 73.0 75.0 65.0 63.0 780 780 X X X X X 55.6 56.5 81A 51.0 510 75.0 680 73.0 680 65.0 65.0 85.0 50.0 780 78.0 78A 76.0 X X X X 680 65.0 630 760 65.0 49.9 X X X X 65.0 88A 68.0 880 X X 63.0 60.0 78.0 78.0 489 X 680 88.0 680 660 70A 75.0 50.0 830 78.0 780 68.0 750 75.0 65.0 X X 880 68.0 88.0 73.0 64.7 X 64.7 X 58.5 X 58.3 X 75.0 63.0 65.0 78.0 78.0 760 78A X. 65.0 X X X X X X X X 68.0 85.0 MO 78.0 X X X X X 65.0 65.0 78.0 78.0 680 88.0 680 X X X 60.0 65.0 78.0 78.0 X X X 680 68.0 68.0 630 75.0 75.0 65.0 65.0 780 78.0 8E5 63.5 880 780 65.0 78.0 78A X X X X 569 88.9 65.0 65.0 78.0 X X X X X 650 85.0 760 78.0.0 X X X X X X X 650 75.0 78.0 X 85.0 X X X 830 X X X X 08.0 6&0 64.9 X 680 630 84.9 X 880 88.0 68.0 X 73.0 X 70.0 730 630 83.0 65.0 66.0 60.0 65.0 74.7 720 78.0 780 74.7 720 78.0 78.0 X X X 65.1 65.1 600 65A 78A 78.0 X X X X X X 600 X X X X X X X 580 X X X X 630 63.0 , 650 55A 78.0 75.6 71.5 780 75A 71.5 X x X X X X X 680 680 59.0 X 75.0 X 75.0 600 65.0 649 630 837 78.0 68.7 780 X X X x X X X X X X X 73.0 X 66.0 65.0 75.0 78A MO X X X X X 65.0 78.0 J 780 X 580 880 X 65.0 65.0 73.5 73.5 96• 24' 30' 108' 36' 24' 30' 120' 38• X X X X X X 73.0 65.0 85.0 78.0 x X X X X X 650 800 78.0 78A X X X X X X X 66.0 X 680 X X 630 65.0 630 78.0 75.0 76.8 76.8 X X X X X X 780 630 X 'X X X X X X X X X X X X X X X X X x X X 630 630 780 78.0 74.7 78.0 780 78.0 74.7 *0 X X X X x X 65.0 630 780 74.1 78.0 74.1 NOTE GLASS CAPACITIES ON THIS SHEET ARE BASED ON k ASLM E1300 -98 80 SEC. WIND). B: ASTM E1300 -02 (3 SEC. GUSTS) 1. w .4 ij lane MMDTH AND MEN =mows CAN 8E ORIENTED rERTroW.Y OR 103I3ZONTALLY AS SHOWN ABEV6 Ow OR. *000 RA PE .i6ss7 (sheet 4of 8.) 1 -1 /r MIL TYPICAL ANCHORS SEE ELEV. FOR SPACX40 PETAL STRUCTURES (STEEL OR ALUM. 1/8" WN. THAI STEEL : q - 38 XS MIN. ALIBMAIM : 6083-T5 M8L WOOD BUCKS NOT BY LAWSON. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE TYPICAL ANCHORS; SEE ELEV. FOR SPAfHNG TAFCONS IRO 28Y WOOD Bums OR W000 STRUCTURE 1 -3/8' MN. PENETRATION INTO WOOD THRU 18Y Woo BUCKS INTO MASONRY OR DRECRY INTO MASONRY 1 -1/4" MIN. EMBED INTO MASONRY OR CONC. jounnuazdaLumanutialcmys INTO METAL STRUCTURES We MIN. THICKNESS) 110 x J4" Iwo APPROVED MULLIONS (NO SHIM SPACE) ANGUTELEGGLINSTMCES INTO CONt BETE AND MASONRY - 1 -1/4" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE - 1/2" MIN. SEALANTS• FRAME AND VENT CORNERS AND I44Ti U.ATION scREws AT SI1 SEALED WITH WHITE/ALUMINUM COLORED SEALANT. /10 X 3/4" SMS USE WITH CHART FOR 1/4" ANCHORS Enyn D STRUCTURES 0O RA. FE 3 PRODUCTREIYEWED AAOgbnoe NoO"i7 JE+sCz 1 1 drawing no. W02-55 (._:+ Lim B ) flint PAIR 8 QDA1mTr BESCSIPICR • MINE . 11A6F./80PP1 tA603 1 L-4201 2 PRIME iiF/10/51U. 6063 -75 - 2 1-4201 2 ME OM 8063-25 - 3 L -7708 4 01A266 Ma we QASS) 8063-75 - 4 1 -7708 TRIMMED 4 611 CEO (7/18' BUSS) 5063-15 - 8 18 X 3/4` 2/ OOISffR ASSEMBLY Sp8955 - P11 PN11WS 8 1-4204 AS RRW. RA2210 BED 81 aRCU AR MOBS. 6063-78 - 7 VMS -004 AS MD. SLUM 075XE1 80F7 PVC - OR SQUARE WINDOM C1RCUtAR WINDOWS OR MITER CORNERS ICEICALSDENBLIZINSIMMON EARUCRIRCI tapr 0 RA. PE ,� 16557 fi1R0O@ CAN. W.% PRODUCMENEWED as comid) Hulking C�odew8�eF7aiQe Ateeptance No. Du '� Rub f/.lf G1 a of Doi Pio 1 08? fig (sheet 6 o sj MIAMFQADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: MIAMI- -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372.6339 www.miamidade.00vabuiidinacode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH -7700 Flange" Aluminum Single Hung Window - L.M.L APPROVAL DOCUMENT: Drawing No. W01 -66, titled "SH -7700 Single Hung Flange Impact Window", sheets 1 through 5 of 5, dated 05/27/09 with the latest revision dated 01/19/10, prepared by Lawson Industries, Inc., signed and sealed by Thomas J. Sotos, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date: by the Miami- Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state 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 ;hall 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. 08- 0825.17 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. 09-0706.09 Expiration Date: December 27, 2011 Approval Date: February 10, 2010 Page 1 NO EXCEPTIONS TAKEN ❑ MAKE CORRECTIONS NOTED 0 REVISE AND RESUBMIT ❑ REJECTED Review is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirements of the plans and specifications. Contractor is responsible for: Dimensions which shall be confirmed and correlated at the job site; fabrication proce es and techniques of construction; ordination of wo with that of all other trades and the isfactory rfo Dance t r +>>rk. lik D.. ,,LLC L vh Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W01 -66, Sheets 1 through 6 of 6, titled "SH -7700 Single Hung Flange Impact Window", sheets 1 through 5 of 5, dated 05/27/09 with the latest revision dated 01/19/10, prepared by Lawson Industries, Inc., signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI -09 -2530A and HETI -09- 2530B, dated 03/02/09, all signed and sealed by Candido F. Font, P. E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI -08 -2003 C, JIETI -08 -2004 A, HETI -08 -2060 A, HETI -08 -2060 B, HE11-08 -2061 A, HETI -08 -2061 B, HETI -08 -2062 A; HETI -08 -2062 B, HETI -08- 2063A, HETI -08- 2063B, HETI -08 -2064A and HETI- 08- 2064B, dated 03/15/08, all signed and sealed by Candido F. Font, P. E. (Submitted tinder previous NOA No. 08-0825.17) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -2987 and FTL- 2986, dated 04/03/01 and 03/27/01, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under previous NOA No. 06-0406.08) E -1 Jaime D. Gascon,1'. E. Chief, Product Control Division NOA No. 09-0706.09 Expiration Date: December 27, 2011 Approval Date: February 10, 2010 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Lawson Industries, Inc., dated 05/28 /09 with the latest revision dated 01/18/10, signed and sealed by Thomas J. Sotos, P. E. Complies with ASTM E1300 -02/ 04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. 2. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. 3. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc, for their "Saflex IIIG Clear or colored interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated June 19, 2009, signed and sealed by Thomas J. Sotos, P. E. 2. Statement letter of no financial interest, dated May 28, 2009, signed and sealed by Thomas J. Sotos, P. E. 3. Laboratory compliance letter for Test Reports No.'s HETI - 09 - 2530 A and HETI -09- 2530B, issued by Hurricane Engineering & Testing, Inc., dated 03/02/09, all signed and sealed by Candido F. Font, P. E. 4. Laboratory compliance letter for Test Reports No.'s HETI - 08 - 2003 C, HETI -08 -2004 A, RETI -08 -2060 A, HETI -08 -2060 B, HETI -08 -2061 A, HETI -08 -2061 B, HETI -08 -2062 A, HETI -08 -2062 B, HETI -08- 2063A, HETI -08- 2063B, HETI -08 -2064A and HETI -08- 2064B, issued by Hurricane Rngineering & Testing, Inc., dated 03/15/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08-0825.17) 5. Laboratory compliance letter for Test Reports No.'s FTL -2987 and FTL -2986, issued by Fenestration Testing Laboratory, Inc., dated April 03 and March 27, 2001, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under previous NOA No. 06-0406.08) Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09-0706.09 Expiration Date: December 27, 2011 Approval Date: February 10, 2010 E -2 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Testing Proposal No. 07 -3077 for this product, dated August 9, 2007 issued by this office and signed by Manuel Perez, P.E. (Submitted under previous NOA No. 08-0825.1V G. OTHERS 1. Notice of Acceptance No. 08- 0825.17, issued to Lawson Industries, Inc. for their Series "SH- 7700" Aluminum Single Hung Window— L.M.I., approved on 1.2/18/08 and expiring on 12/27/11. E -3 Jaime D. Gaston, P. E. Chief Product Control Division NOA No. 09-0706.09 Expiration Date: December 27, 2011 Approval Date: February 10, 2010 D6tN1ATON MIENOM OD tet PER PRIME C 8� NS TRADE .ANDS (SEE MET 047 VuiWV FLANGE FLAME %MTN 1113 UC. 1 4 O m yr NEE ABOVE 9TZ M BELOW MEETING RAILS aL0. WN 43 9/16". / n s EXT. INT. FALSE CELONIAL MANTIS ARE APPLIED W V/ SILICONE AND ARE AVAILABLE AS OPTIONAL. General Notes: 47 E 48" x 78" [ ALp1 UT HELEVATION • INCLUDES UN -EQUAL RITE AND RADIUS HEAD (LOOTED TO LOADS ON SHEET 4 OF 5) INSTALLATION MOORS. W 4 NIX AT AT now FFAII OD NINE PER FRARE 401 CO eat .PUUS SEE MET 04) avow FLMGE new VIDTN TO 44911- 6 • 11/16.11 ON 4 NA te NW PERK td FRAME .0104 NSiE DENT MD D• VNCO/ SUCK VOTN UN -EQUAL RITE RADIUS ELEVATION (UMI1ED TO WADS ON SHEET 4 OF 5) VOODU TLAIR0 INANE WIDTH Na . pG 6• 6 ALL Y LAWN. 8.L A o b ik, AuT — . /11 A q . . II u O 4 TO 3/4. VwRt — EXT. 1 INT. FALSE EQ.DNON. MATINS ARE APPLIED W V/ SA10000 AND ARE AVAILABLE AS OPTIONAL. wow VITON N9a Wee UN -EQUAL LITE ELEVATION (LIMITED TO LOADS ON SHEET 4 OP 5) SERIES -7700 SINGLE HUNG IMPACT WINDOW — FLANGE FRAME 1.) THIS WINDOW SYSTEM( IS DESIGNED AND TESTED TO COMPLY WITH THE NFQUI2EHENTs OF THE 2007 FLORIDA BUDGING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300 -98. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD !TUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2007 P.B.C. & TO BE RE9122ED BY BUILDING OFFICIAL 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCITED THESE MAXIMUM SPACINGS ON CENTER (O.C.) AND AS TABULATED ON SHEET 4. 4.) ANCHOR CONDITIONS NOT DEED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS. UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL 5.) WINDOWS ARE QUAIJFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE suer /3). AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED CLASS TYPES TABULATED HEREIN (SEE SHEET 03). 6.) SEE SHEEN 9 FOR WO( DEMOS & OPTIONS. 7.) SEE SILENT 4 FOR DESIGN PRESSURES AND MASS TYPES. 8.) FOR OPTIONAL FRAME INBTAI].ATION DETAILS SEE SHEET 3. 9.) ricr. & INT. FALSE COLONIAL um= ARE OPTIONAL & AND ARE APPLIED W/ sIUCONE 10.) WOOD 00023 IN CONTACT WITH CONCRETE OUST 132 PRESSURE TREATED AND ANCHORED (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEET 92 FOR DETAIL & NOTES) HOOD BUCKS TO BE ANCHORED IN COMPLIANCE WTTH THE 2007 PBC CHAPTER 24. SECTION 11.3.32. PPKOMCFMTIMITM 11.) APPROVAL APPLES TO SINGLE 11NIIS OR SIDE BY SIDE MULLED UNITS. Neooligsr& Soda 12.) KUU.ING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MLAYI -DADS COUNTY APPROVED AssoomonooNo O . WINDOWS USING A MAIMI -DADS COUNTY APPROVED MUU10N IN BETWEEN ARE ACCEPTABLE ' 14? 41 BUT THE 1OWER DESIGN PRESSURE FRO11 THE WINDOWS OR MUM/ APPROVAL WILL APPLY r 70 THE ENTINE MULLED SYSTEM. 13 SEE EET / 3 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. 14.)weer ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE Division PAINTED OR PLATED AND SHALL 1I SECTION 2003.8.4 OF THE 2007 FLORIDA BLDG. CODE. tDID TALLO RN 4OE PE ;log S D to TRINE JAMBS ac0 SLEET 114) $3125• nanny 11.122 FRAME Nee 4 5 6. AL AT LAWN. 8.L A P PI 48 148 1 to; • /Ir 11 A AuT / _r T ArtivraB- J Laz /11 A q I s I rim EXT. 1 INT. FALSE COLONIAL MXNTOS NE APPLIED V/ 11/ SILICONE AND ARE AVAILABLE as OPTIWAL. 0 Y. MRS' 06009906 SUCK WOW EQUAL LICE ELEVATION (LOOTED TO LOADS IN MEET 4 OF 6) 4 1 a 1 1 gS 1 1 1 1 1 1 1 1 1 1 1 bur TAPCUN V/ 1 1/4' MDR EMBEDMENT INTO CSEE ELEVATION AT SHEET RI FOR MAX FASTENER SPACING) I Ur MIL ALL HOOD BUCKS DOWERED SEPARATELY TO BE REVIEWED BY BLDG. IWFICIAL (TYP.) P.T Van BUCK NOT BY LAVSDN IND. MUST SUSTAIN wino LOADS ;.• 4.. 4:114=1, SILICONE ADHESIVE BEDDING COMPOUND LAMINATED GLASS rNllt 114 SAS. V/ 1 1/4' KIM EMBEDMENT INTO WOO CSEE ELEVATION AT SHEET RI FOR MAX FASTENER SPACHAD 11) \MIN NH,1 :41 at :-. 1-k SILICONE AD1ESIVE BEDDING aMPOUND ,-/15NATED GLASS INTERIOR PT. WOOD RUCKS • .. 4. • pe TAMMY WI 1 1/4' EDI EMBEDMENT INTO CDC. GEE ELEVATION AT MEET SI FOR MN. FASTENER SPACING) .4 • 111 317 FL_ 1/8* (DDE DISTORICE EXL GRADE CAUUC EXTERIOR EXTERMR GRADE PERINETER CAULKING VINNIV FRANC 140TH INTERIOR 414 SMS. V/ 1 1.44' MIN. EMBEDNENT 11912 LAMB. CSEE ELEVATION AT SHEET 11 F n MAX. FASTENER SPACING) EXT. GRADE EXT. GRADE CAUUC 1/ 4' MAX. SHIM TYP • ft. • : . 4.• . • 4/4 . • 44: 1 .•4.. 4 EXT. GRADE CAULK 1 WI OR 2 BY WOOD BMX WINDOW INSTALLATION NOTES. I. THE VINDOV FRAME FLANGE TO BE BACK-BEDDED V/ AN EXT. GRADE CAULK THROUGHOUT THE WIRE PERIMETER 2! FLANGE BY WHOM, INSTALLER (TYP.) E. INC EXPOSED EXT. PERIMETER OF INC VINDITV FRAME TO BE SEALED V/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WIEN THE OAP BETWEEN THE WINDOM FRAME AND THE BUCK OR MASONRY IS MSS THAN 1/8 . SHIMS ARE NOT REQUIRED. ANCHORS NIITE; ANCHORS TO BE 412 8195 OR VD. SCREWS INTO WOOD. OR 1/4' TOWNS or APPROVED CONC. FASTENERS INTO CONC.. WITH A MUG/GM OF 1 1/4' PENETRATION INTO win (81 CONC. CREFER TO LOAD TABLES AT SHEET 4 OF 5 FUR QUANTITIES REQUIRED) intawarmavireD easigretrobiliaortietradm Aoxisios. -;miry 06.09 ton a 1 4 1 1 1 4 1 e 1 1 1 1 1, 1 1 1 i I 4 0 SUSS DEMPRIITIN BrBrsausistosart ri" ^;/i T:'T%FCziTF7 i'{ {711r'+B iti7 En alas mammon En cuss seastnieu io- _.:: —._.. '"' - -_- OItlfsaseasEMl 0 v..+ s., I,...= 83 15 t 1 O SY OIIT1pT• 01, +. a:r.ytia ❑rlM •''' --` 0- SENTOMS PLUS ©Ir,•ff ...s,...MIE ri" ^;/i T:'T%FCziTF7 i'{ {711r'+B iti7 En alas mammon -E:•YU •':1UTG:2Lti17 ;'� io- _.:: —._.. '"' - -_- OItlfsaseasEMl 0 v..+ s., I,...= 83 15 t 1 O SY OIIT1pT• 0 0090' PLATTE DITEILLATLF ' - ii4- 0 © 0 REM 1 "--iiriir= 7J II T 1.Zn►c', -E:•YU •':1UTG:2Lti17 ;'� 0 O1r OItlfsaseasEMl ., , JA xut,_-"'_ -_-_ �.. {S. .... AI ,,. Gtr, ,' , .1 irr,1 IMPUTE PVI ST 'APOIF 0 © L•l; •+r.t{�.R� �{, -.r, .� -'. +�5 Ur NEAT- SIRONOTEICS GLASS l 0 REM 1 "--iiriir= 7J II T 1.Zn►c', -E:•YU •':1UTG:2Lti17 ;'� alms IUeclmta Serra Vr AMI%N,ED O.A11: ...� r•; I: itdo., ,. ,.. rl,rta BUIfACii PYS SIN 'DUPONT ', eit W © 13.' I€A1- Sf0EIOOEN;s 0.165 zlA� _.{.,,,, e.:� I!. so .� ':Ta_ - -- Q1 OM 1B' AOENES moss o ., us- ANEQEI GLASS GLAZING DETAILS AND OPTIONS 114 SAS. V/ 1 1/4 52. EMBEDMENT am HOOA LSEE ELEVAUD S AT SHEET 11 FOR 1663. FASTENER SPACING) MOT M *SUS1RE5.. 'Ay ANA I C INTERIOR IT 011ENt LTTP EXTERIOR ESL MX MONTER ORLON NOT ST m swum sr dams JAMS STUCCO OVER METAL LATH MALES TO EXTERIOR GRATE ALMOND BUCAINDO TO IX SPECIFIED ST ARCHITECT 0R DL Oaf ST LARSON INDUSTRIES. DC WOOD FRAME INSTALLATION DETAIL ILUMEN I MULLION SEE 685.1.12 APPROIOCS FOR MULUON ME. SIZE AND MAX DESIGN PRESSURE LmmaioN . (ALUM. 0018' MIS. THICK) NOTE THE LOWER PRESSURES OF SINGLE HUNG WIDOW OR MUU. SHAH. QOYEMI INTERIOR IB X 3/4• S.DS. FLAT HEAD, PHILLIPS. TSEE ELEVATION AN0 DP TABLES FOR QUANTITY AND FASTENER SPACIMO EXTERIOR EXTERIOR GRADE PERIMETER CAULKING ® sLa1ANr EXTERIOR LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH ERTRUDED ALUMINUM AND PLASTIC LIFT HARDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. SEE MULUON APPROOLS FOR DESIGN PRESSURE IAMRATWNS. INTERIOR NOTE; THE LOWER PRESSURES 03 5110.E 1/4• MAX. HUG WINDOW OR MIRL SMALL GOVERN Dam / 12 SA.S. x 1 T/4' L. SEE ELLY. FOR SPAS FRAME MULLING DET I. 515006 FRAME NOTE: 1. ALL STEEL IN CONTACT HRH ALUM. TO BE MIMEO OR PLATED. 2. METAL STRUCTURES: A) STEEL: Fy. 38 K51 MN. (STEEL 1B GA. MN. THICK - 0.048 B ) AURSIUUI : 5003 -35 MN. (ALUM. 0.078' MN. THICK) METAL STRUCTURE ATTACHMENT DETALI, 1 1 a 1 1 f 1 1 1 1 4 1 1 1 11 Vr AMI%N,ED O.A11: Q U 51 PIII NOURTIP ll 0 us- ANEQEI GLASS GLAZING DETAILS AND OPTIONS 114 SAS. V/ 1 1/4 52. EMBEDMENT am HOOA LSEE ELEVAUD S AT SHEET 11 FOR 1663. FASTENER SPACING) MOT M *SUS1RE5.. 'Ay ANA I C INTERIOR IT 011ENt LTTP EXTERIOR ESL MX MONTER ORLON NOT ST m swum sr dams JAMS STUCCO OVER METAL LATH MALES TO EXTERIOR GRATE ALMOND BUCAINDO TO IX SPECIFIED ST ARCHITECT 0R DL Oaf ST LARSON INDUSTRIES. DC WOOD FRAME INSTALLATION DETAIL ILUMEN I MULLION SEE 685.1.12 APPROIOCS FOR MULUON ME. SIZE AND MAX DESIGN PRESSURE LmmaioN . (ALUM. 0018' MIS. THICK) NOTE THE LOWER PRESSURES OF SINGLE HUNG WIDOW OR MUU. SHAH. QOYEMI INTERIOR IB X 3/4• S.DS. FLAT HEAD, PHILLIPS. TSEE ELEVATION AN0 DP TABLES FOR QUANTITY AND FASTENER SPACIMO EXTERIOR EXTERIOR GRADE PERIMETER CAULKING ® sLa1ANr EXTERIOR LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH ERTRUDED ALUMINUM AND PLASTIC LIFT HARDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. SEE MULUON APPROOLS FOR DESIGN PRESSURE IAMRATWNS. INTERIOR NOTE; THE LOWER PRESSURES 03 5110.E 1/4• MAX. HUG WINDOW OR MIRL SMALL GOVERN Dam / 12 SA.S. x 1 T/4' L. SEE ELLY. FOR SPAS FRAME MULLING DET I. 515006 FRAME NOTE: 1. ALL STEEL IN CONTACT HRH ALUM. TO BE MIMEO OR PLATED. 2. METAL STRUCTURES: A) STEEL: Fy. 38 K51 MN. (STEEL 1B GA. MN. THICK - 0.048 B ) AURSIUUI : 5003 -35 MN. (ALUM. 0.078' MN. THICK) METAL STRUCTURE ATTACHMENT DETALI, 1 1 a 1 1 f 1 1 1 1 4 1 1 1 11 DESIGN LOAD CAPACITY (PSF) - VIEW WINDOWS WISH VENTS W INDOW WIDTH HEIGHT • Jamb Anchors + I - Pressures (psi) Glass Type 4 Glans Type 6 Glass Type 6 19.125 26.5 37 42 48 53.125 50.825 50.825 50.825 80.825 50.625 50.825 6 60.0 80.0 80.0 60.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 19.126 26.5 37 42 48 53.125 59 59 59 59 68 59 8 60.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 19.125 28.5 37 42 48 53.125 83 83 83 83 83 83 • 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 19.125 28.5 37 42 74.28 74.28 74.28 74.28 8 60.0 60.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 19.128 28.5 37 42 78 78 78 78 8 80.0 80.0 80.0 60.0 80.0 80.0 60.0 80.0 80.0 69.0 79.0 78.0 DESIGN LOAD CAPACITY (PSF) - VIEW WINDOWS WI 4N VENTS WINDOW WIDTH HEIGHT 4 Jamb Anchors + 1- Pressures (psI) Glass Typo 4 Glass Type 5 Glass Typo 6 19.125 26.5 37 42 48 53.125 19.125 26.5 37 42 48 53.125 59 59 59 59 59 59 63 63 63 63 63 63 6 60.0 80.0 80.0 60.0 80.0 80.0 60.0 80.0 80.0 60.0 80.0 80.0 60.0 80.0 80.0 60.0 80.0 80.0 6 60.0 80.0 80.0 60.0 80.0 80.0 60.0 80.0 80.0 60.0 80.0 80.0 60.0 80.0 80.0 60.0 80.0 80.0 19.125 26.5 37 42 53.125 19.125 26.6 37 42 74.25 74.25 74.25 74.25 74.25 78 78 78 78 8 8 60.0 80.0 60.0 80.0 60.0 60.0 80.0 60.0 59.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 79.0 80.0 80.0 800 80.0 80.0 80.0 80.0 80.0 79.0 APPROVER CONFIGURATIONS UN -EQUAL LITE D N LOADCAPAaTY(PSh7- EQUALLIEWIDOWS WINDOW 0 Jamb +I- Ressums(pa0 Glass Type 2 Gass Type 3 Glamaype 4 Gins Type 1 Glass Type 6 G1assType 7 WIDTH IEGHT Mehms 19.126 28 80.0 80.0 60.0 80.0 80.0 80.0 IEEE Will 80.0 80.0 60.0 80.0 80.0 80.0 ©Q Q 28 4 80.0 80.0 60.0 80.0 80.0 810 00 80.0 80.0 60.0 80.0 80.0 80.0 Q 80.0 840 60.0 80.0 80.0 80.0 63.125 80.0 80.0 60.0 80.0 80.0 80.0 19.125 38.375 4 80.0 800 60.0 80.0 80.0 80.0 28.5 38.375 80.0 80.0 80.0 80.0 80.0 80.0 0 E3ail 38.375 80.0 80.0 60.0 80.0 80.0 80.0 pm 80.0 6ao 60.0 89.0 ' 80.0 80.0 0BZUI 80.0 80.0 60.0 80.0 80.0 80.0 53.125 80.0 80.0 80.0 80.0 80.0 80.0 19.125 50.626 6 80.0 89.0 60.0 80.0 80.0 80.0 WIN 80.625 80.0 80.0 60.0 80.0 80.0 80.0 © 50.825 80.0 80.0 60.0 80.0 80.0 80.0 Q 50•6 89.0 80.0 60.0 80.0 80.0 80.0 Q 50-825 80.0 80.0 60.0 80.0 80.0 80.0 53.125 50.625 80.0 840 60.0 80.0 80.0 80.0 19.125 59 6 80.0 80.0 60.0 80.0 80.0 80.0 Man Q 59 80.0 80.0 640 80.0 80.0 80.0 ©Q 80.0 80.0 60.0 80.0 810 80.0 00 80.0 80.0 60.0 80.0 80.0 80.0 00 80.0 80.0 - - - 80.0 5.125 80.0 80.0 - - - 80.0 19.125 83 80.0 80.0 60.0 80.0 800 80.0 28.5 Q 80.0 80.0 60.0 80.0 80.0 80.0 ®Q 6 80.0 80.0 60.0 89.0 80.0 80.0 OQ 80.0 80.0 60.0 80.0 80.0 80.0 0 80.0 60.0 - - - 80.0 53.125 83 80.0 80.0 - - - 60.0 19.126 74.25 80.0 80.0 60.0 80.0 80.0 80.0 KM WEI 80.0 80.0 60.0 80.0 80.0 6.0 ©IIEDI 8 80.0 80.0 - - - 80.0 0WEI 80.0 89.0 - - - 80.0 0NA 80.0 80.0 - - - 80.0 53.125 74.25 74.0 77.0 - - - 80.0 19.125 78 80.0 80.0 60.0 80.0 80.0 80.0 MUM Q 80.0 80.0 60.0 80.0 80.0 80.0 00 8 80.0 80.0 - - - 80.0 00 79.0 78.0 - - - 79.0 48 78 71.0 71.0 - - - 71.0 4 Ras- i_€ 1 1 ei AWNED Fi•d Cade vSO+ f4• APPROVED CONFIGURATIONS - EQUAL LITE FRAME HEAD L-7701 0 FIXED MEETING RAIL L -7704 (AIAI -mu w) ( 0039 -111 WntlNwt ) VENT INTERLOCK RAIL L -7705 0 t 13-To W !J'J t ) VENT 80TTOM RAIL (°0°13 ummm L -7708 0 HILL OF MATERIALS ITEM � PART / READ. DESCRIPTION REMAKES 1 L -7801 1 FIN FRAME HEAD 6063 -T6 ALUMINUM 2 L -7802 1 FIN FRAME SILL 6063 -76 AUMINIM 3 L -7803 2 - FIN FRAME JAMB 6063 -76 AUMINU 4 L -7704 1 FRAME FIXED MEETING RAIL 6063 -T6 ALUMINUM 5 L -7705 1 VENT MEETING (TOP) RAIL 6063 -76 ALUMINUM 6 I.-7706 1 VENT BUTTON (LATCH) RAIL 6263 -76 ALUMIMM 7 L -7707 2 VENT JAMS (SIDE) RAIL 6063 -76 ALUMINUM 8 L -7708 AS REVD. GLAZING BEAD C 3/8' ) 6063 -75 ALUMINUM 9 FS-006 AS REVD. FRAME ASSEMBLY SCREVS 118 X 3/4' Pit PHILLIPS 10 FS -040 AS RECD. INSTALLATION SCREWS 414 X 1 1/4' F.H/PHIL. 11 L -7531 AS REVD. BULB VINYL VTS'P 1/4' DIA. BULB 43033 12 PVS -003 AS REVD. FIN SEAL WEATHERSTRIP 187'xE30* 13 PVS -005 AS REVD. FIN SEAL WEATHERSTRIP 187•x.3$0' 14 PVS -009 AS REVD. FIN SEAL WEATHERSTRIP .187'x310' 15 HC-024-1 2 SELF ADHESIVE PILE PAD 1/4. 5 1 1/2' 16 L -7711 AS REO'D. GLAZING BEAD/ INSULATED 6063 -T5 ALUMINUM 17 L -4204 AS REVD. GLAZING BEAD - RADIUS 6063 -75 ALUMINUM 18 L -7723 1 SASH BALANCE CAM/GUIDE (2 X VENT) 19 L -7725 2 RIGID VINYL SASH STOP (2 X FRAME) 20 L -7727 2 BLOCK 0 TACKLE BALANCE BSI Balance System 21 L -7539 2 VENT LIFT LATCH 6063 -75 ALLMORJM 22 L -7523 IX LATCH VENT LATCH SPRING STAIM.ESS STEEL 23 x AS REVD. GLAZD4G SILICONE SEE GLAZING 8 SHT. 3 24 x 2 Lan6mted Wass SEE GLAZING DETAILS 25 HC -057 -1 2 VENT LIFT LATCH MOLDED NYLON 26 HC-058 -1 2 VENT SWEEP LATCH MOLDED NYLON 27 x 2 FRAME SILL FOAM GASKET SELF ADHESIVE 28 I4C -026 -1 1 SCREEN FRAME L MESH 29 L -7730 1 PRODUCT LABEL 30 • • * x 31 SM -5504 AS REVD. JOINT SEALANT ' SM -5504 32 x AS REVD. PERIMETER ACRYLIC CAULK OSI PILYSEAMSEAL VENT SSPRING LATCH 0 ( 0003 -90 015x015 ) VENT JAMB RAIL 7 O 11009 -9s YAM* ) GL ING BEAD 0 1 6002-15 Amor ) GLAZ7IING B 16 ( 0083-15 AXIOM GLAZING 1-4204 BEAD 17 ( 0008-13 Ywmaw —IF --.1511 aNM zg 21 g gat 4 i ") g f0 1 i 1 1 FRAME & SASH CORNER DETAILS BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI DADE COUNTY, FLORIDA METRO -DADE NLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/buildinecode Lawson Industries, Inc. 8501 NW 90`h Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I. APPROVAL DOCUMENT: Drawing No. LAW -ML -1001, titled "Aluminum Tube Mullions" Sheets 1 through 10 of 10, dated 04 /27/10, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 # 06- 0620.17 and NOA # 06- 0620.18 and consists of this page 1 and Evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 10-0610.02 Expiration Date: May 30, 2012 Approval Date: October 06, 2010 Page 1 NO EXCEPTIONS TAKEN 0 MAKE CORRECTIONS NOTED ❑ REVISE AND RESUBMIT ❑ REJECTED Review is only for general conformance with the design concept of the project and general compliance with ih information given in the contract documems :;. , shown is subject to the requirements of _ .::; specifications. Contractor is responsible for !_ which shall be confirmed and correlated at i fabrication processes and techniques of c ? oordinatio of work with t of all other traUtr�. • fact • ry perfo man - of : ork. SO':IATES, LLC Lawson Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. LAW ML -1001, titled "Aluminum Tube Mullions" Sheets 1 through 10 of 10, dated 04 /27/10, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI 02- 1714, dated 8/27/02, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under NOA# 03- 0225.07) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1716, dated 8/27/02, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under NOA# 03- 0225.07) 3. Tensile Test reports 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. (Submitted under NOA# 03- 0225.07) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of 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 NOA# 02- 0501.05) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI 02 -1718, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA# 03- 0225.06) 6. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of an door, prepared by Hurricane Engineering & Testing, Inc. Test Report N sliding glass HETI 02 -1717, dated 8/27/02, signed and sealed b Rafael E. Droz- No. P.E. (Submitted under NOA# 03- 0225.06) E -1 Manuel ' „al,. P.E. Product Contr er NOA No. 10-0610.02 Expiration Date: May 30, 2012 Approval Date: October 06, 2010 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 7. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1376, dated 1/31/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA# 03- 0225.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, dated 05/17/10, prepared, signed and sealed by Thomas J. Sotos, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated May 20, 2010, 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. 06- 0620.17, issued to Lawson Industries, Inc. for their Clipped Aluminum Tube Mullions w /Steel Reinforcement, approved on 10/05/06 and expiring on 05/30/12. 2. Notice of Acceptance No. 06- 0620.18, issued to Lawson Industries, Inc. for their Aluminum Tube Mullion — L.M.I., approved on 11/16/06 and expiring on 05/30/12. Manuel Pe a .E. Product Control ., ! er NOA No. 10-0610.02 Expiration Date: May 30, 2012 Approval Date: September 01, 2010 E -2 ANCHOR /CUP GLAZING PRODUCT ANCHOR /CUP HORIZONTAL MUWON --liI if IV GLAZING PRODUCT JL *Jr 1 VERTICAL MUUJON GLAZING PRODUCT CHOR /CU 4 lir I VERTICAL MULLION GLAZING PRODUCT •+ upsupau W3 MUWON SPAN WIDTH (W) - W1 + W2 + W3 2 ANCHOR /CUP WIDTH (W) = WI + W2 2 ANCHOR/CUP HORIZONTAL MUUJON GLAZING , ..• PRODUCT --liI s GLAZING PRODUCT VERTICAL MUWON GLAZING PRODUCT ANCHOR /CLIP VERTICAL MUL.UON GAMING GLAZING PRODUCT PRODUCT HOR /CU WIDTH (W) = WI + W2 2 ANCHOR/CUP HORIZONTAL MUUJON GLAZING , ..• PRODUCT s GLAZING PRODUCT VERTICAL MUWON GLAZING PRODUCT ANCHOR /CLIP s *WIDTH (W) = WT + W2 2 TYPICAL MULLION ARRANGEMENTS N 0 N 0 THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE COUNTY APPROVED IMPACT AND NON - IMPACT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE REOUWEMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVH2). 2. AU. CAAZ1NG PRODUCTS USED WITH THESE LIALONS MUST MEET THE APPLICABLE FLORIDA BLDG. COTE RENTS LE WINO LOAD. WATER INFILTRATION. FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 3, MULLOIiS ARE APPROVED FOR IMPACT AND NON - IMPACT APPUCATIONS, INCLUDING WINDOWS. DOORS OR COMBINATIONS MAY BE MULLED. 4. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 5. ANCHORS SHALL 80 AS LISTED. SPACED AS SHOWN MY DEEMS. AtCHORS EM ENT 10 BASE MATERIAL SHALL 80 BEYOND TALL DR SSSO OK STUCCO. 8. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 7. A LOAD DURATION INCREASE IN AILOIMW,E STRESS IS USED 84 DESIGN OF WOOD ANCHORS ONLY. 8. MATERIALS INCLUDING BUT NOT LOANED TO STEEL OR METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DEAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2007 HA MA BURG. CODE - SECTION 2003.8.4. MULLION & CUP NOTES; 1. FOR MUWONS 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. MUU. DESIGN PRESSURE CHARTS 3. FOR CUP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. • REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS a 1 14 1 1 1 1 1 1 1 1 1 1 obi V 419+ 3000 2X MULLION CLIP 6063 -T5 r1000�1 x1.186+ 1 X 3 CUSTOM MULLION 6063 -16 WC 1.000 int Sxx: 0.667 .in! (nN FRAMq 1_LS. MULLION CUP 6063 -78 2.000 .•429 MIN. ANGLE CUP 6063 -T6 2sro MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL. SEE warm 05 00011 APPROVAL FOR F1LSTRS SIZES AND SPACING CLIP LENGTH MULL wLw 1 X 2 1X3 1X4 2 X 4 1.688' 2.688' 3.688' 2 X 6 5.68E' 1. ALL. CLIPS AND ANGLES ARE TO FIT SNUG INTO TUBE MUUJONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS. SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. 2 X 6 STD. TUBE MULLION 6063 -T6 bac 8.280 int Sxx: 2.760 O. x-423 2 X 4 STD. TUBE MULLION 6063 -76 bac 2.980 Ice. Sxx: 1.490 in! INSTRUCTIONS; USE CHARTS AND GRAPHS IN rooms. STEP 1 OETER1NDE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING me2 aulizAPPREans.VED OWING PRODUCTS NEEffi7Q ABINE LOAD STEP 3 USE CONNECTION TO NIR1NDi IS PER PRODUCT APPROVAL. STEP 4 SPECIFY MAXIMO SIM SPACING. USN0 CHARTS ON SHEET 3 or 10 SELECT MULLION 92E WDH 023610 RATN0 MORE VAN DESIGN WPC SPECIFIED N STEP 1 ABOVE. MC ANCHOR TYPES ON SHEEP 6 THRU 9 AND ANCHOR CHARTS STEP 6 06 StW 9. SELECT Nom TYPE WITH DESI 1 RAMC MORE THAN THE OENWO LOADS SPECIFIED N STEP 1 ABOVE. 1.062 1 X 3 CUSTOM MULLION 6063 -T6 lac: 0.950 bu Sxx: 0.633 Ina (RANGE FRS 4AD0 •- 1.000 - ' { f X 4 STD. TUBE MULLION 6063 -T6 bac 2.070 M Sxx: 1.035 Ina 1 X 2 1 X 2 CUSTOM MULLION CUSTOM MULLION * 63 -i6 6063 -TO bar 0.370 in! Ixa 0.330 in! Sxx: 0.370 ire SW. 0.330 Ina (AN MANE) PR E3 aseattscomitAkitrellotio X+a 3000 1 X 3 STD. TUBE MULLION 6363 -76 bac 0.950 b4 5051 0.633 in3 1 X 2 STD_ TUBE MULLION 6063 -16 lac 0.330 in Slat: 0.330 in! RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH AU. LAWSON'S MIAMI -DADE COUNTY APPROVED IMPACT AND NON - IMPACT PRODUCTS. MIES 1. REFER TO THE GENERAL NOTES ON SHEET 1 OF 10 FOR BUILDING CODE COMPLIANCE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. 1 1 a a a 0 3 1 0 s a 1 i 1 1 1 1 1 Width(w) MULL SPAN 1X2 1X3 1X4 2X4 2X6 ' Wdth(w) 150.0 150.0 mom! MEEM 0 NEM 0 0 0 0 78 38 -318' KEEN IIMENI 11[17111 IMRE m SEIM WIZ Man MEM 150.0 150.0 ri METE mm o oirrimmmNMI NallIMMEMINM11 MEM ■'R BEM 11=11 IIMT,. WIN NMI mmours otml mmmm 24 WEI MEM 64 0 8 0 0 0 0 0 o■ 72 38 0 0 0 0 e 67.0 95.3 150.0 ll15Q0 150.0 150A 150.0 15(1.0 1502 Kam 150.0 s 150.0 METINEM:i MEM Manll WTI 150.0 REIM 1111=111 0 IIEXE if25111 150.0 m_ Q so'6/8- 150.0 MEM ®- 150.0 MTN 111 WEE NUM MIME EZIN WEIN 0 Win 11E111 MEM METE NEM MUM 20.854.7 89.5 128.8 150.0 o 24 28.8 78.1 1282 150.0 150.0 mmmmm m Ran ■IME•mmm o ■# [ X 7 o 150.0 Kai MEDI Q MOM ®® 150.0 Innirii ECM sr mcyNMI o mmmmm o E ! o ®mmmm WIN NUM 110.1 IIISMI - o Mail EMI 150.0 Orli II= 0 WEN 100.0 EIDEMZEII WIN IEEE METE Will 150.0 m 86.7 1252 m m mm o 63 r 50.0 NCERHEMI 150.0 0 Rail mmmMEIN o■ a 111EINMEXII mmi o ammmMEMO o am 82.8 mm o 30.8 57.8 Wan 78 15.6 KILL SPAN 74414.. TU � 11ri 1 X 2 1 1 X 3 11X4 I 2X4 12X6 Width .. MULL SPAN 1X2 1X3 1X4 2x4 2X6 MIKEIM:inIINUEEN METZ mlMEM mtriammmmmum 19.3 IM.1 602 2 - _ --.T __ 7.. !o 109.5 15110 42 tFao I 136 m m m m m m 69 7 0 m m 84- m 422 02.0 132.4 150.0 m m 58.8 1252 --®IEi� aam Mani m!© 28.3 40.7 I64 or 78 m m 25 9 02 15 1 132' 19 0 m 17 1 42 30 8 m 35 5 108" 0 26.6 27.3 ■ 682 WM am�m 1/Eri IMAM 19.9 41E13 62.3 1110111.0 r 24 MIESI 113.6 aammm'ECM aa��■�!o .o ttlotttttttl,® 62.0 i0 aaamm I© 192 52.4 78 Io 8 72 28.8 144- m m m 32 m m 24.3 -- aaam■ e .� ■��6�ttl.� 150* aaaa0 aaaam ooam 8 m m WRTIOIL CRAZING 0C PRRODUCT 3 W1 W2 INALION 2Qec - `z.� TYPICAL MUL�N ARRANGEMEN S Y 3 ARCHES , ` `HSIOE TORECG a VO SHAPE MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED g VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MuLUON SPAN WIDTH (w) WI + W2 2 19.9 4 2X n ON CLIP 6063-76 1 X 4 STD. TL E MLO LION 6063 -76 bac: 4.709 in! Sxx: 2.355 Ins 1X MULLION CUP 6063-16 ANGLE CLIP r- 2.066 6063 -16 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE NWOO* OR.0008 APPREN9L FOR FASTENERS MURANO SPA06C CLIP LENGTH NULL "L" 1X2 1.688' 1 X 3 2.688' 1 X 4 3.689' 2 X 4 3.688' 2 X 6 1. ALL CUPS AND ANGLES ME TO FIT SNUG INTO TUBE MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS, SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. 4.060 2 X 6 STD. TUBE MULLION 6063 -76 066.19.646 in! Sxx: 6.549 ins 2 X 4 STD. TUBE MULLION 6603-76 bac: 7.649 bit Sxx: 3.825 bi INSTRUCTIONS: USE CHARTS AND ORAPI6 AS FOUORS. STEP 1 DETER/491E OE506 WAD 66066ED FOR PAROCOIAR 09130ON6. STEP 9 CRAZING PRODUCTS 6EC7661 A80YE 6050 STEP 316E C018RC16✓N 70 MIEN AS PER PRODUCT APPRCMIL STEP 4 SPE06Y 1141154111 51mI SMUTS. USING 6164175 ON SHEET 0 or 10 SELECT NIAXO N NEE . 5 NMI DE I RUNG MORE THAN OES06N LOAD SPEC6i0 IN STEP 1 ABOVE. (6O6N ANCHOR TYPES ON SHEET 6 116E0 9 AND ANCHOR CHARTS .STEP-6 ON SHEET 9. SELECT AM74t TYPE 70TH OE51611 NOM MORE THAN THE DESIGN 40AOS SPEORED N STEP 1 A60VE. 1 X 3 43)57 Id MLn LN 6063 —T8 bah 2.168 in'. Smc 1.445 In! (MANGE FRAME) 1 X 3 STD. TLS MU i u N 6063-76 bac 2.168 b1 5u 1.445 bi! FAWN= 119V9910 K f RECTANGULAR ALUMINUM TUBE MULLION$ USING MULLION PROPERTIES ONL THESE MUWONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH AU. LAWSON'S MIAMI —DADE COUNTY APPROVED IMPACT AND NON— IMPACT PRODUCTS. .1L47Ei 1. REFER TO THE GENERAL NOTES ON SHEET 1 OF 10 FOR BUILDING CODE COMPLIANCE. 2. MUWONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 3. REFER 70 SHEET 1 OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. 1 1 tl 1 1 1 I 1 11 1 ►�,:4 t1. b:tQ Width(w)l MULL SPAN 18 24 30 STEEL REINFORCED TUBE MULUONS 42 54 80 66 72 78 18 38- 3/8" 1X3 1X4 2X4 1 2X8 150.0 150.0 150.0 I 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 160.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 24 30 38 42 48 64 60 68 72 78 18 24 30 38 42 504/8" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 147.7 150.0 135.3 150.0 48 64 60 66 72 78 18 24 30 38 42 48 54 60 86 72 78 57" 124.9 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 137.0 150.0 123.3 150.0 112.1 150.0 102.8 150.0 63" 94.8 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 130.5 150.0 1142 150.0 101.5 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 STEEL REINFORCED TUBE MULLIONS Width 1 X 3 1 X 4 2X4 2X6 150.0 150.0 150.0 150.0 24 139.5 150.0 150.0 150.0 30 111.6 150.0 150.0 150.0 38 93.0 150.0 150.0 150.0 42 79.7 150.0 150.0 150.0 48 74-114" 69.7 150.0 150.0 150.0 64 82.0 134.6 150.0 150 0 60 55.8 1212 150.0 150.0 66 50.7 110.1 150.0 150.0 72 48.6 101.0 150.0 150.0 78 42.9 83.2 150.0 150.0l 18 24 30 38 42 48 64 80 88 72 78 18 24 30 38 42 48 84 60 88 72 78 1 STEEL REINFORCED TUBE MULLIONS Width 18 24 30 36 42 48 54 60 66 72 78 (w) MULLBPAN 1X3 .1X4 2X4 2X6 44.0 95.7 150.0 150.0 33.0 71.8 118.8 150.0 28.4 57.4 93.2 150.0 22.0 47.8 77.7 150.0 18.9 41.0 68.6 150.0 120" 18.5 35.9 58.3 148.7 31.9 51.8 133.1 28.7 46.8 119.8 28.1 42.4 108.9 23.9 38.9 99.8 22.1 35.9 92.1 33.1 71.9 118.8 150.0 24.8 53.9 87.8 150.0 19.9 43.1 70.1 150.0 18.5 35.9 58.4 150.0 30.8 50.0 128.5 132" - 27.0 43.8 112.5 24.0 38.9 100.0 21.8 35.0 90.0 19.8 31.8 81.8 84" 128.4 96.3 77.1 642 55.0 48.2 42.8 38.5 35.0 32.1 29.6 150.0 150.0 150.0 139.5 119.5 104.6 93.0 83.7 78.1 69.7 64.4 150.0 150.0 150.0 150.0 150.0 150.0 150.0 135.9 123.6 113.3 104.8 15® 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 18 24 30 38 42 48 54 60 85 72 78 18 24 30 38 42 48 54 60 96" 86.0 64.5 51.6 43.0 36.9 32.3 28.7 25.8 23.5 21.5 19.9 150.0 140.1 112.1 93.4 80.1 70.1 62.3 56.1 51.0 46.7 43.1 150.0 150.0 150.0 150.0 130.1 113.8 101.2 91.1 82.8 75.9 70.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 18 24 30 38 42 48 54 60 86 72 78 144" 25.5 19.1 15.3 150.0 150.0 91.3 150.0 150.0 150.0 83.0 150.0 150.0 150.0 76.1 142.4 150.0 150.0 702 131.4 150.0 150.0 68 72 78 108" 60.4 45.3 38.3 30.2 25.9 22.7 20.1 18.1 16.5 15.1 131.2 98.4 78.7 65.6 56.2 49.2 43.7 39.4 35.8 32.8 30.3 150.0 150.0 127.9 108.8 91.4 79.9 71.1 64.0 58.1 53.3 49.2 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 147.0 134.8 124.4 18 24 30 36 42 48 54 60 66 72 78 150" 6IABND PRODUCT W1 L, MULLION GLAZING PRODUCT W2 HORIZONTAL MUWON WONG PRODUCT GLAZING PRODUCT MUWON SPAN 1 TYPICAL MUWON ARRANGEMENTS 18.0 16.8 55.4 41.5 332 27.7 23.7 20.8 18.5 16.6 15.1 29.2 28.9 89.9 67.5 54.0 45.0 38.5 33.7 30.0 27.0 24.5 22.5 75.0 69.2 150.0 150.0 138.8 115.5 99.0 88.8 77.0 69.3 83.0 57.8 20.8 53.3 22.6 49.0 79.8 150.0 18.9 36.7 59.7 150.0 28.4 47.7 122.6 24.5 39.8 102.2 21.0 34.1 87.8 18.4 29.8 78.8 18.3 26.5 68.1 23.9 61.3 21.7 55.7 19.9 51.1 18.4 47.2 1; 1 s 1 1 1 1 i ARCHES TO BE INSCRIBED MME RECWRRAAR SHAPE NOTE; MUWONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) WIDTH (W) - Wt 2 + W2 , %%tII Itt /y, Ogf�, ....w,,,�N'O �i Slia i 1 1 1 1/4" MIN. E DIST 5/15" TAPCONS 1-1,/2" MN. WOOD PEIE6WA1IW1 2 PER CLP (1 ON EACH WIND 3/4' MW. EDGE DIST. •-mist_gal i i PLIERTATE ANCHOR LCCATON " -AO -i■r WOOD WOK Z 5/16" WPM 1 -1/2" AWN. WOOD PEIk7RATCN 1 PER ANGLE tx :PAA1®xt CI.P TAPCONS 1 -1/2" 101. WOOD 1PENETWOIOM 1 PER IFWP 60000 BUCK 1 -1/2" 100. Auw 2 12 x 1 ANCHORS TYPE 'A' 2 ANCHORS INTO WOOD f ALUM212x1 AN6L MW. EDGE DIST. 2 -3/ 6" CONCRETE OR 4' • 8L ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS WY BE HEX OR FIAT HEAD. 1 /4" MW. 5/16" PEA 4 PER CLP (2 ON POI W144 111 Nr BY WOOD 2NICK 1 I 1 1 111 L -J r'i ANCHORS TYPE 'B' 4 ANCHORS INTO WOOD 1 -1/2' MN. WOOD P04184506 PER ANGLE List 2 2AGyir 3/4 MW 5/16' LWOONS 1 -2/4' YOi. EMBED !00 YASMNE 4 PER CLP (2 ON PING) '•1 1 BY WOOD BUM ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FIAT HEAD. MW. EDGE DIST. 2 -3/16' CONCRETE 4' HOLLOW :I •rt • 5/15' 7APCONS 1 -3/4" 1At1. EMBED INTO MASOMtr 2 PER ANNE 15 FLOATING CUP ANCH RS TYPE 'D' (INTO BLOCK) ANCHORS TYPE 'G' (INTO CONCRETE) 4 ANCHORS THRU IX BUCK INTO CONCRETE OR BLOCK 1'x4' & 2x4' MULL 2x2 ALUM 2 1 5/16' PAWNS 1 -3/4" MN. EARED NM M OWRY 2 PER CUP (1 ON EACH 10Nt) • 1 •; ISY WOOD BUCK ALTERNATE ANCHNi LOGO= 8. UPOONS 1 -3/4' INN. MUD M00 MASONRY t PER ANGLE 11 F1.OA1G CLP 212x1 AUIM ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'F' (INTO CONCRETE) 2 ANCHORS THRU IX BUCK INTO CONCRETE OR BLOCK Pomicragyayse coe*VitrAittis NNW* lF.x Amin. ». - -" - — 111 .A of F Uzi 4 1 i 1 1 1 1 1 i 1 i 1 1 1 1A Alt _40011/184%,_ ki _•yam•• 1y! r. 11t— 'Co IRS oh 4 4. MIN. EDGE OE. 2-3/1e CONCRETE OR e HOLLOW 5/16 cos 1-3/4- lot. veto Pao MASONIC( 2 PER SUP (1 ON GUN IVO 5/16 TAPCONS i-ve TOL OWED INTO MASONRY PER NW MIN. EDGE DIST. 2-3/16- CONCRETE OR e 4OLLOW BL spe toms 1-3/e sac EMBED IGO MASONRY • PER CLP 42 CM MN KING) 5/11C TAPCONS 1-3/e 1/1N. E INTO MONK/ 2 PER NiCLE E 8 a 1 2 1. 1 CONCRETE OR CEMENT BLOCK FLOATING CLIP CONCRETE at CEMENT BLOCK ANCHORS TYPE 'C' (INTO LOCK) ANCHORS TYPE 'F' (INTO CON_C ETE) 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK ANCHORS TYPE 'D' (INTO BLOCK) ANCHORS TYPE 'G (INTO ONCRETE) 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK 1nx4 & rxe mum FLOATING CLIP 1 CONCIME OR CEMENT BLOCK t 1 spr TOMS 1-3/4- tut/. *MO *TO MISONRY 2 PER CLIPIT ON EACH 21253) 5/ • TAPCONS 1-3/4 MIN. MHO) INTO MARY 1 PER ANGLE ALL CUPS AND ANGLES TO FIT SNUG WO TUBE MULUONS. TAPCONS MAY BE HEX OR FLAT HEAD. 5/1$ ' IAMBS 1-3/4" MIN. gawp M20.11ASOKRT • PER CUP (2 ON EACH KENO CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO OE PROTECTED WITH ALKAU-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WMER-VAITE METK6CRYLATE MOLTER. MIN. EDGE DIST s/16' TOWNS 2 -3/16' CONCRETE OR 1 -3/4' MBl EMBED NW MASONRY 3 -3/4' 4 HOLLOW . 4 TOW. (2 ON OAH MIN CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI - RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER -WHITE II: INCRWATE LACE. LOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS. 5/16' TAPC@S 1 -3/4' MIN. DIRER PITO WISONR! 2 PER ANGLE MIN. EDGE DIST. 2 -3/16' CONCRETE OR 4' HOLLOW 81. /14 SUS 4 PER ANGLE z il 3 -3/4' MIN. OPTIONAL ANCHOR DETAIL ANCHORS INTO CONCRETE OR CEMENT BLOCK CLIP LENGTH MILL 1 X 2 L688' 1X3 2.688' 1 X 4 2 X 4 2 X 6 1. ALL CLPS AND ANGLES ARE TO FIT SNUG INTO TUBE MUWONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE ANCHOR DETAIL SHEET 90 TUBES MAY BE NOTOIEO AS CUP AN110 ALLOW BSLULATON CA= JOINT AFTER ASSEMBLY ACCESS HOLE ,2 PER /2' O.C. NIN. TIPS SCAM CAN BE O TIONMIt 12PN913 2 PER CUP t• O.0 16N. 1 -3/4' 2 Y 2 1/6' (FOR (2�96Yy 3/4' 2 2' 2 1/6•. FORA(1BY CUT 70 to 9100 LI24 TUBE ANCHORS TYPE 'I' METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE Y TO YEW( CAPACITY OF CONNECTION amxklykINTN6NAPINUY Noma ON! AND AN 1a ALL CUES ANGLES TO FIT SNUG INTO TUBE MULI ONS. TAPCONS MAY BE HEX OR FIAT HEAD. 11.711 .1L 1 n 21 3 1 1 1 f 1 1 • 1 1 !1 1 i it 1 1 WM 15231 52 Seen 18 24 30 36 4z 48 54 so es 72 78 18 24 38 38 4a as e4 60 72 78 18 24 30 0 42 48 84 so 86 72 78 18 24 3o 38 42 54 so es 72 3830 60&8 57 83 ANCHOR YVES 8910 SUra1RA1E A B C D E F O R 1 VOL VW. 6k Bk Bk Can 0m Cara ML 150 132 108 88 15 ea 9s 63 48 44 41 133 w 07 67 w 44 40 3e 33 31 118 89 71 51 44. 39 35 3Q 30 27 107 80 84 53 46 40 38 32 29 27 3E 18] 150 150 150 193 150 150 150 197 150 150 1E3 153 150 160 150 19) 450 150 150 132 150 160 150 117 135 180 150 10 121 180 150 88 110 150 150 88 101 150 1E0 81 93 140 110 197 150 150 150 183 150 1E0 150 150 150 150 150 133 150 150 150 114 131 150 150 100 115 150 150 89 102 AO 150 80 92 138 150 73 83 128 150 67 76 115,124 61 71 108 141 150 150 150 150 193 150 160.124 142 150 150 , 150 118 136 1E0 150 101 118 150 150 89 102 150 150 78 91 138 150 71 82 123 160 64 74 111 148 59 88 103.135 85 83 84 12E VD 180 150 120 150 150 150 150 121 148 150 150 107 123 150 153 92 108 150 153 80 92 139 150 71 92 123 150 89 74 111 147 68 67 91 134 53 61 82 123 49 85 113 150 193 150 150 150 180 150 115 123 113 104 160 190 150 158 147 128 114 173 93 es 160 160 150 160 130 114 101 91 83 78 70 160 110 100 AT 118 A3 92 e2 75 93 83 N 150 150 150 150 150 150 150, 150 150 150 150 150 160 150 150 150 150 150 193 140 128 119 150 150 150 193 150 150, 137 129 114 105 193 150 193 AO 150 150 138 124 113 113 95 150 120 150 150 150 150 150 150 153 150 1E0 193 150 150 190 150 150 160 150 150 150 150 150 150 150. 150 150 150 150 150 120 190 140 150 150 150 190 151 150 151 150 137 rn 193 190 150 150 150 150 145 132 121 111 150 150 150 124 150 137 122 110 100 91 84 150 190 190 150 139 122 108 97 89 81 75 150 150 150 147 131 110 98 88 80 73 es Vidh mon (8 ! 18 24 30 36 a 48 54 so ee 72 78 18 741/4 24 3o as 42 4e 54 80 88 72 78 18 24 3o 36 43 45 54 so ea 72 78 18 24 371 38 42 48 54 80 sa 72 18 84 86 108 51 947. 11012017 HORIZONTAL MULLON SPAN TYPICAL MULLION CLIP A7 RANGEMENTS ANA A 8 C Vltl Vtfl Etc 91 191 68 135 54 103 45 81 , 39 78 34 88 33 CO 27 54 25 49 23 45 21 42 80 193 CO 127 48 98 40 34 63 30 60 27 63 24 48 22 44 20 40 19 37 70 147 53 105 42 84 35 70 .10 80 A 23 E3 23 47 21 42 19 38 18 35 18 32 82 12 47 84 37 75 31 62 27 53 23 47 21 42 19 37 17 34 18 31 14 23 150 150 125 104 89 78 70 63 57 52 48 150 130 111 92 79 . 89 61 55 83 49 43 193, 121 87 81 89 64 48 44 48 37 143 108 8s 72 51 54 48 43 39 35 33 Ma aid. 81.13811a1E E F O H 1 Bk Bk Can Can 07rc ML 150 150 150 150 150 150 180 150 140 150 150 117 134 180 100 118 150 87 106 139 , 78 to 114 64 78 104 88 72 86 51 150 150 150 150 150 150 150 150 124 139 AO 103 119 150 83 104 138 77 92 123 03 83 111 62 78 101 , 58 69 92 M 64 95 48 54 72 40 60 53 37 150 150 150 150 132 117 96 es 81 150 151 150 150 133 118 tat 93 81 78 72 150 150 150 138 118 102 90 81 74 e8 63 150 150 145 121 103 90 80 72 E6 a 58 150 19) 193 153 150 153 1E0 140 127 117 101 150 190 190 160 150 133 1:a 124 112 103 96 190 150 150 190 135 133 98 90 83 150 150 150 190 137 120 107 se er so 74 150 150 150 107 e3 e3 75 es 82 56 150 180 132 110 94 83 73 68 63 55 51 124 145 118 99 ea 72 84 58 53 48 45 150 123 104 98 73 84 57 51 47 43 40 tl11dh MOM 69 *Pm 18 24 b 36 42 48 54 8o se 72 78 18 mot3R A B C E F O H WC WC ' Bk Ok Bk Can O77a Sera Mt 128 24 30 as 4z a 54 60 68 72 78 132 24 30 38 43 48 54 60 68 72 78 18 24 30 a8 a 48 54 so es 144 160 72 78 e3 42 34 28 24 21 19 17 15 14 13 51 38 31 28 22 19 17 15 14 13 12 47 36 3B 2a 20 18 18 14 13 12 11 45 34 27 22 19 17 15 13 12 11 10 84 67 5e 48 42 37 34 31 33 29 129 97 77 86 as 48 43 se 35 32 30 IMPES ad SUESTRUE D 150 148 116 .0 71 731 51 44 38 34 31 28 28 24 94 70 tie 47 40 35 31 28 29 23 22 90 57 64 45 as 34 30 27 24 22 21 117 es 7o sa 53 97 e3 es 24 53 49 45 150 144 108 119 111 150 132 108 3E 32 23 27 101 81 e5 54 4s 40 98 32 38 27 25 es 78 33 68 53 48 44 41 or es 77 70 es s0 91 72 e: 54 4a 41 39 3a 33 150 150 130 103 ea 81 72 es 50 54 so 160 150 150 144 124 103 se a 79 72 ea 77 es 51 48 42 ss se 1E0 150 141 117 101 153 121 97 81 es 78 70 84 89 54 153 150 98 79 88 83 43 41 39 33 33 33 150 148 118 120 so et 108 82 81 72 48 44 40 71 sz 62 44 30 34 31 28 23 116 113 78 87 58 ss 54 8) 150 150 124 103 ea es W 72 W 62 4E 43 38 33 a0 23 115 47 42 52 36 as 52 48 m aB 93 43 43 33 3s 31 23 27 es es 74 se ss 64 49 48 131 112 70 eo or 42 72 180 136 104 W 78 es eo 54 49 45 42 144 120 64 150 130 104 87 74 es se 52 47 43 40 so so 72 eo 48 se 35 Eh 123 138 115 77 es es se 93 74 48 41 1 1 1 37 34 31 ANCHOR CLIP NOTES: 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 6, 7. 8, & 9 FOR DETAILS AND NOTES. 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. 13: OA • A \ III CA. MUW SPAN 04A2840 HORIZONTAL MULLON SPAN TYPICAL MULLION CLIP A7 RANGEMENTS ANA A 8 C Vltl Vtfl Etc 91 191 68 135 54 103 45 81 , 39 78 34 88 33 CO 27 54 25 49 23 45 21 42 80 193 CO 127 48 98 40 34 63 30 60 27 63 24 48 22 44 20 40 19 37 70 147 53 105 42 84 35 70 .10 80 A 23 E3 23 47 21 42 19 38 18 35 18 32 82 12 47 84 37 75 31 62 27 53 23 47 21 42 19 37 17 34 18 31 14 23 150 150 125 104 89 78 70 63 57 52 48 150 130 111 92 79 . 89 61 55 83 49 43 193, 121 87 81 89 64 48 44 48 37 143 108 8s 72 51 54 48 43 39 35 33 Ma aid. 81.13811a1E E F O H 1 Bk Bk Can Can 07rc ML 150 150 150 150 150 150 180 150 140 150 150 117 134 180 100 118 150 87 106 139 , 78 to 114 64 78 104 88 72 86 51 150 150 150 150 150 150 150 150 124 139 AO 103 119 150 83 104 138 77 92 123 03 83 111 62 78 101 , 58 69 92 M 64 95 48 54 72 40 60 53 37 150 150 150 150 132 117 96 es 81 150 151 150 150 133 118 tat 93 81 78 72 150 150 150 138 118 102 90 81 74 e8 63 150 150 145 121 103 90 80 72 E6 a 58 150 19) 193 153 150 153 1E0 140 127 117 101 150 190 190 160 150 133 1:a 124 112 103 96 190 150 150 190 135 133 98 90 83 150 150 150 190 137 120 107 se er so 74 150 150 150 107 e3 e3 75 es 82 56 150 180 132 110 94 83 73 68 63 55 51 124 145 118 99 ea 72 84 58 53 48 45 150 123 104 98 73 84 57 51 47 43 40 tl11dh MOM 69 *Pm 18 24 b 36 42 48 54 8o se 72 78 18 mot3R A B C E F O H WC WC ' Bk Ok Bk Can O77a Sera Mt 128 24 30 as 4z a 54 60 68 72 78 132 24 30 38 43 48 54 60 68 72 78 18 24 30 a8 a 48 54 so es 144 160 72 78 e3 42 34 28 24 21 19 17 15 14 13 51 38 31 28 22 19 17 15 14 13 12 47 36 3B 2a 20 18 18 14 13 12 11 45 34 27 22 19 17 15 13 12 11 10 84 67 5e 48 42 37 34 31 33 29 129 97 77 86 as 48 43 se 35 32 30 IMPES ad SUESTRUE D 150 148 116 .0 71 731 51 44 38 34 31 28 28 24 94 70 tie 47 40 35 31 28 29 23 22 90 57 64 45 as 34 30 27 24 22 21 117 es 7o sa 53 97 e3 es 24 53 49 45 150 144 108 119 111 150 132 108 3E 32 23 27 101 81 e5 54 4s 40 98 32 38 27 25 es 78 33 68 53 48 44 41 or es 77 70 es s0 91 72 e: 54 4a 41 39 3a 33 150 150 130 103 ea 81 72 es 50 54 so 160 150 150 144 124 103 se a 79 72 ea 77 es 51 48 42 ss se 1E0 150 141 117 101 153 121 97 81 es 78 70 84 89 54 153 150 98 79 88 83 43 41 39 33 33 33 150 148 118 120 so et 108 82 81 72 48 44 40 71 sz 62 44 30 34 31 28 23 116 113 78 87 58 ss 54 8) 150 150 124 103 ea es W 72 W 62 4E 43 38 33 a0 23 115 47 42 52 36 as 52 48 m aB 93 43 43 33 3s 31 23 27 es es 74 se ss 64 49 48 131 112 70 eo or 42 72 180 136 104 W 78 es eo 54 49 45 42 144 120 64 150 130 104 87 74 es se 52 47 43 40 so so 72 eo 48 se 35 Eh 123 138 115 77 es es se 93 74 48 41 1 1 1 37 34 31 ANCHOR CLIP NOTES: 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 6, 7. 8, & 9 FOR DETAILS AND NOTES. 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. 13: OA •