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WS-13-2562Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 211730 Scheduled Inspection Date: May 07, 2014 Inspector: Rodriguez, Jorge Owner: HARRIS, BRETT Job Address: 1173 NE 103 Street Miami Shores, FL 33138 -2651 Project: <NONE> Permit Number: WS -11 -13 -2562 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)764 -9401 Parcel Number 1122320310070 Contractor: YAMILL GLASS & WINDOW INC Phone: (305)253 -5211 tsuuatng Department comments 15 WINDOWS AND 3 DOORS REPLACEMENT TO IMPACT INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 202969. NO PERMIT ON SITE Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 06, 2014 For Inspections please call: (305)762 -4949 Page 23 of 34 Miami Shores Village Building Department Miami -Dade County, Florida Job: Impact Window Installation at: 1173 N.E. 103rd Street, Miami Shores, Florida RE: Buck Installation Contractor: Yamill Glass & Windows Owner: Bret Harris Dear Building Official, iV 1- / !r/ 3- Z�� Z. December 23, 2013 Please be advised that all 2x bucks required for the impact window installation in the above referenced job shall be installed as per the requirements of the typical details found attached to this letter. Should you hE Sinc ely��_,,., , W i � _ 9Y� ° °*__ Asoff'" : `P.E., Qtructural Engineer V S� 44 questions regarding this matter, please do not hesitate to contact our office. 12/23/13 CONSULTANTS, INC. ( E.B. #: 007781) "YOUR ON -CALL ENGINEERING COMPANY" 9420 S.W. 1 12Th STREET, MiWi, Florida 33176 TEL (786) 242.1720 - Fax: (786) 242.4399 ti jI� p• . 4- ` 0 Job: Impact Window Installation pt: 1173 N.E. 103RD Street, Miami Shores, Florida RE: Buck Installation Contractor: Yamill Glass & Windows Owner: Bret Harris 114" ELCO Min. 3.5 ksi.. Tapcons • `Concrete 2x Wood Buck 1 1/2" Min. Concrete (1 112" actual} e _ ` : Embedment ,,,raical 2x Wood Buck where required) 1. Anchor spacing for buck attachment to substrate shall be at 6" O.G. (max.) from corners and 10" O.C. (max.) balance. 2. Minimum distance from center of anchors to concrete edge Is 3 ". 0 M TFi1S INDICATED. IS TO CERTIFY THAT THE PULiGtES OF NOTWITHSTANDING ANY REQUIREMENT, INSURANCE LISTED BELOW HAVE BEEN ISSUED TERM OR CONDITION OF ANY CONTRACT TO THE OR INSURED NAMED OTHER DOCUMENT ABOVE FOR THE POuCY WMi RESPECT TO PERIOD WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY 114E POLICIES DESCRIBED HEREIN IS SL%JEGT T ALL THE TEf'W, EXCLUSIONS AND CONDITIONS OF SUCH' POLICIES, LIMITS SHOVM MAY HAVE BEEN REDUCED BY is D CLAIMS. L IYPE DFt t� POLWY NUMISER —r 1 GENERAL LtAaILrrY OENERAL EACH GE TO RENTEf3 +�� g 100 000.00 °_ COMMERCIRL LrA ury D i cLa ODE OCCUR CLM01002383A OW-00 A ._I y 1111 201311111812014 P s n1 snDV g 1,0OO,OQO.tit? GENERALAGiG1 MGATe. S 2, , - -- 1 GEWL AGGREGATE UMITAPPL SPER PRODUCTS -GOLF A(i{3 2,W, -W NED, y G{ E t1RArs $ POLICY El ,:7j LOC v AVIOMOMALIAMU7Y ANY'AUTO : - S4DILY IN.NURy0w ) S 100;�O.OQ _ w_.._ "OD"-°��NIUR" era ae�t S 300f0A0.t�Q $ °" 00. 100,000 B I ? AUTOS SCHEDULED QED AUTOS AUTO& A015525.91 -1 041IW20133W1912014 1.P i Injury Pry i EACH OCCURRE�GE $ 10, . 1 $ Co_rnp 500 Cuh 50f3 LIAR tTCCLiR _ ..__. T[UN -_--:-] EXGEw Lws ❑ aAw- m AGGREGATE M . _ DEO ED I fCI(3ia TE�$ D S " i _... ION AND EMPLOM& UAGILM YIN ... ..._.,.. .... __..Ij ...... ..: - ecUTVr ANY PRDPAV10WART I iiFFlc EXCLUDED? N / A EACH ACCIDENT $ .E.LDSASE , EA EMPLOYS under OF OPERAi70NgMaw 1 E.L. E.L. DISEASE _ P01w, _LfW -T s i D OFDPeRA7iO SILOCATMSI AGCIRD'ifl$ r$!►1p 8 c678 1 Location 2.480 W 84th ST # 107, Miami Lakes, FL 33014 Location 3.488 SW 75th AVI:, Miami, FL 33155 Distributors & Installers Doors and windows MWM Shores Vftp 10060 NE 2nd AVE Miami Shores, FL 33138 V 0/\,�( 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 Permit Type: BUILDING JOB ADDRESS: 1 1` -5 NE 103 51 NGV 13 2013 FBC 20 tp Permit No. c Master Permit No.J ROOFING City: Miami Shores I County: Miami Dade Zip: Folio/Parcel #: i 1 ;ta 3 9- 0':5 1 06-3 0 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): 81- C� 11 (3, rr 5 Phone#: Address: !305 I�,l g �� City: 1nti t L� state. F L . Zip: 331 `f f Tenant/Lessee Name: Email: CONTRACTOR: Company Name: I CLM i 1 e S S �-, V1 1® Uj Phone #: 3 0.5 $ G, a f - Address: `f IS dC, 5 t) 15 A v e City: r l + State: zip. Qualifier Name: U Qx t ex CJ Phone#- 5 06 S -P - .2 State Certification or Registration #: Certificate of Competency #: 9 7 85 06 3 -2, T Contact Phone#: 3C5 $ a % • ,9 191 Email Address: e 0--n i co KI DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 13. 0 a50, Or] Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑Repair/Replace ❑Demolition Tk—wrintinn of Wnrk- Color thru tile: �x��u��x�x��m��x�x�xx��x��x��Feesx�m��x��xx��x��x��m��x��m��x��x��x��x�x��n�x�x�x Submittal Fee $5R� ' Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ TraininglEducation Fee $ Double Fee $ Structural Review $ 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 mspe n hich occ rs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will t be proved ar4 alreinspecsion fee will be charged. — s� Owner or Agent The foregoing i ment was acknowledged before me this day of ! % cV't✓wt�20 1.3, by b rto fl ar r 6 , who i rsonally kno to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: My APPROVED BY P`* Notary Public State of Florida Rosa I Palaoos My Cornmisston DD941804 For trop\ ny;s 12/28/2013 Contractor The foregoing instrument was acknowled / efore me this day of 100Ve)/K� , 20 a by kaJ G y err-v- v-D who is personally known to me or who has produced Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06110/2009)(Revised 3/15/09) identification and who did take an oath. NOTARY PUBLIC: Sign: TOM Expires: e` Notary Public State of Florida ;4 Rosa I watacios My Commission OD941804 Expires 12/28/2013 Zoning Clerk Miami -Dade My Home My Home Page 1 of 2 Text only ='. Report Homestead Fraud Property Appraiser Tax Estimator IM Property Appraiser Tax Comparison Summary 136talk- oliq1101- 2232 - 031 »0070 nd Value: 3 NE 103 ST MailUTSCHE BANK ddTIONAL TR CO TRS assed Value: ONEWEST BANK FSB chool Board: E WALNUT ST SADENA CA Pronarty Infnrmatinnc r100 SGL FAMILY - nd Value: 1 -2500 SQ Buildin Value: 001 RESIDENTIAL - Market Value: INGLE FAMILY assed Value: 11 chool Board: 1 1 ,292 Lot Size: 19,581.25 SQ FT Year Built: 1948 ISCAYNE RIV ER HGTS B 43-73 LOT 3 BLK 2 Legal OT SIZE 100.000 X 105 Description: R 16454 -0477 0794 1 1171312 COC 24319 -3264 02 0061 OR 28747 -1536 Assessment Information: ear: 2013 nd Value: $129,724 Buildin Value: $131,084 Market Value: $260,808 assed Value: $260,808 FYamntinn Infnrmatinn- ear: 2013 Homestead: $25,000 nd Homestead: I YES Taxable Value Information: ear. 2013 axing Authority: Applied Exemption/ Taxable Value: ional: $50,000/$210,808 County: $50,000/$210,808 Deeds to or from financial $50,000/$210,808 chool Board: $25,000/$235,808 Sale Information: Is Date: /2013 Is Amount: 21,100 I O/R: 8747 - 536 lel Qualification Deeds to or from financial Descriotion: institutions View Additional Sales Aerial Photography - 2012 0 111 ft My Home I Property information I Property Taxes I My Neighborhood I Property Appraiser Home I Using Our Site I Phone Directory I Privacy I Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at alsOmiamidade.goy. Web Site ® 2002 Miami -Dade County. All rights reserved. http:// gisims2. miamidade .gov /myhome /propmap.asp Legend Property Boundary H Vf 8 S 11/5/2013 Selected Property Street Highway Miami -Dade County Water H Vf 8 S 11/5/2013 s Prepared by: Albertelli Law CFN: 20130789615 BOOK 28852 PAGE 780 ' DATE: 10/03/2013 03:46:53 PM DEED DOC 2,772.00 HARVEY RUVIN, CLERK OF COURT, MIA -DADE CTY 5404 Cypress Center Drive Suite 300 Tampa, Florida 33609 Our Filer. TPA13 -3732 _ t D&V as a incident to the fulfillment of conditions contained in a title insurance commitment issued by it. Property Appraisers- Parcel I.D. (folio) Number (s): 11- 2232 -031 -0070 SPECIAL WARRANTY DEED This Special Warranty Deed, made thissEp 1212Y of September 2013 by DEUTSCHE BANK NATIONAL TRUST COMPANY, AS TRUSTEE OF THE RESIDENTIAL ASSET SECURITIZATION TRUST 2006 -A29 MORTGAGE PASS - THROUGH CERTIFICATES, SERIES 2006 -B UNDER THE POOLING AND SERVICING AGREEMENT DATED MARCH 1, 2006, having its place of business at: 888 E. Walnut Avenue, Pasadena, CA 91101 here by called the grantor, to Brett Harris, an unmarried man, whose Post Office address is: 805 N. Shore Dr., Miami Beach, FL. 33141 hereinafter called the grantee, W I T N E S S E T H:That grantor, for and in consideration of the sung of $10.00 and other valuable considerations, receipt whereof is hereby acknowledged, by these presents does grant, bargain, sell, aliens, remise, releases, conveys and confirms unto grantee, all that certain land situate in Miami -Dade County, Florida, viz: LOT 3, BLOCK 2, BISCAYNE RIVER HEIGHTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 43, PAGE 73, OF THE PUBLIC RECORDS OF MAW -DADE COUNTY, FLORIDA. See Attached Exhibit TOGETHER, with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining- TO HAVE AND TO HOLD the same in fee simple forever. GRANTOR'S WILL WARRANT and forever defend the right and title to the above - described real property unto the Grantees against the claims of all people, claiming by, through or under Grantor's, but not otherwise. (%herever used herein the terms " grantor" and "grantcx" irs lulled all the pmues to this insttument, and the heirs, legal representatives and assigns of Individuals, and the successors and assigns of corporation) IN WITNESS WHEREOF, the grantor has caused these presents to be executed in the name, and its corporate seal to be hereunto affixed, by its proper officers thereunto duly authorized, the day and year first above written. s SxV4 sealed and delivered in the presence of Print witness name Witness signature Alm Print witness name State of County of CFN: 20130789615 BOOK 28852 PAGE 781 DEUTSCHE BANK NATIONAL TRUST COMPANY, AS TRUSTEE OF THE RESIDENTIAL ASSET SECURITIZATION TRUST 2006 -A2, MORTGAGE PASS - THROUGH CERTIFICATES, SERIES 2006 -B UNDER THE POOLING AND SERVICING AGREEMENT DATED MARCH 1, 2006 by OneWest Bank, FSB as attorney in fact By Pri Tit The foregoing instrument was acknowledged before-me UP I -- f September 2013 by Louise Chavez AVP/REO p for as attorney in fact for DEUTSCHE BANK N—AT-16N—A TRUST COMPANY, AS TRUSTEE OF THE RESIDENTIAL ASSET SECURITIZATION TRUST 2006 -A2, MORTGAGE PASS- THROUGH CERTIFICATES, SERIFS 2006 -8 UNDER THE POOLING AND SERVICING AGREEMENT DATED MARCH 1, 2006 on behalf of the company. He/she is personally known to me or who has produced 4d=-Hsenso(s) as identification. ��Y��rERtDlr Notary Name My Commission Expires: Notary Seal STEPHEN YELLVERTON Notary Pub STATE OF TEXAS �tm My Ca. Exp. August 24,2W 7 CFN: 20130789615 BOOK 28852 PAGE 782 CERTIFICATE OF SECRETARY OF OWB REO LLC 1, Jules Vogel, certify that l am the Secretary of OWB It - O.LLC, a Delawme limited liability company {the "Company's and direct subsidiary of OneW- est Bank, FS13 (the "Bank"), and do hereby certify that the attached schedules (attached as F.xhibit A and labeled Appendices - A -F) reflect authority to act on behalf of the Bank and its direct and indirect subsidiaries, including the Company, to the individuals listed on the schedules with respect to the matters indicated on such schedules in connection with the servicing of mortgages, including servicing, master servicing and mortgage transfer authorities. 2010. IN W1 -1 Ni:,SS WHEREOF, I have hereunto signed my name on the day ol'April 26, OWB REO LLC By: VWW( y� J les Vogel Secretary 1, Susan Vivino, Assistant Secretary or OWB REO LLC, do hereby certify that Jules Vogel is the duly elected, qualified and acting Secretary of OW13 RCO LLC and that the signature appearing above is his genuine signature. 2010. IN WITNESS WHEREOF, I have hereunto signed my name oft the day of April 26, OWB REO LLC B Y: •jName: Susan Vivino f Tittc: Assistant Secretary K %wji:wcs•r rAN41LYUJNL•lutiS1' HANK, 2b OAP tUwH 1tF.o 1.1 o.doe CFN: 20130789615 BOOK 28852 PAGE 783 Document Title: Delegated Authorities Poli classification: Private Delegated Authorities 1 Board of Directors Policies Dvc. No.. 60009 _ 1 Sixtus: New 0 Revised 0 Published: 16/12(2009 Delegated Authorities POUC a DAP Exhibit IV Servicing, Master Servicing and Mortgage Transfer Authorities Appendix B Officers Authorized to Execute Documents and Instruments Relating to 'Foreclosure Actions and Disposition of FIFO NEtVr':. '�• ;•QaaaritLi$ ' . r':s�;! .s b�:: s'Y�t);it8i6nS Steven T. Mnuc iin Chairman of the Board Terry Laughlin David Fawer Chief Executive officer a President EVP, Business. Acquisitions John D. Olirski E1tP, Chief Leading OMcer Scott Van Detlen EVP, Construction Lending Kurt Johnson S'VP, Credit Risk Mftlgatlon William Glasgow, Jr. SVP, Home Loan Servicing Bart Vfnaent sVP, CFO Home Loan Servicing Eric Friedman SVP, Default Management Bill Rothman SVP, Construction Lending John Devereux SVP, Home Builder/ Commercial Real Estate Paul Hoffman FVP, Construction Lending Carol Morton FVP, Servicing, Financial Freedom Financial Freedom Only Karen Mastro FVP, Loss Mitigation Management Mike Stanford FVP Loss Mitigation Management Robert Abramian FVP, dm+estor Reporting and Aomunting (Master Servicing) Roger Stotts FVP, Servicing Operations Pat Monahan VP, Investor Reconciliation & Reporting, FF Financial Freedom only Erica Johnson -Sedc VP, Foreclosure Management Dennis Kirkpatrick VP, Default Vendor Management Kelley Cooper Spencer VP, Loss Mitigations operations Tom Kucera VP, Master Servicing Terri Hunter VP, home Loan Servicing REO V. Lyn Niles VP, Servicing, Financial Freedom Financial Freedom Only Betty Cotton AVP, Loss Mitigations Operations Louise Chavez AVP, Home Loan Servicing REO Jeannie Cisneros AVP, Home Loan Servicing REO Chamagne Williams AVP, Foreclosure Management Brian. Burnett AVP, Foreclosure Management Kristen Kemp. AVP, Foreclosure Management iF E __ P &P Oversight: a Board of Directors E3 Manaclement Document Owner. Terry LauahlintCEO B President _ _Pri�ublkation date. 08/20/2009 Page 45 of 68 08:10:25 INS UMEN ; 20102DS7 C�,ETtKgS8BDSQN• Pat4Frank,Clerk optHe�'t M&MV. 852 PAGE 784 Hillsborough County 'E FW CEF KNOW ALL MEN BY THESE PRESENTS, that Deutsche Bank National Trust Company, a ...... national-banking association osg ized and existing..unc�•t"ws of -the X.ixiited Slates and -._ .. _.... having its principal. place of business at 1761 East St. Andrew Place, Santa Ana, California, 32705, as Trustee (the "Trustee'l pursuant to each of those certain amts referenced on Exhibit A (the `Agreement") hereby constitutes and appoints OneWest Bank, FSl3 as successor Indym�ac Bank, F.S.B. in its rapacity as servicer under each of the Agreements (the . toy .._.........__. "ern'`cei'�' j,.1�y azidtlaugli tTie Servicer s offaceis, the Trustee's true andiav�v ul Attorney -iir Fact, in the Trustee's name, place and stead and for the Trustee's benefit, in connection with all mortgage loans serviced by the SeMcer pursuant to the Agreement solely for the purpose of pelrforming such acts and executing such documents in the name ofihe Trustee necessary and appropriate to effectuate the following enumerated transactions in respect of any of the mortgages or deeds of trust (the "Mortgages" and the "Duds of Trust" respectively) and promissory notes secured, thereby (the "Mortgage Notes") for which the undersigned is acting as Trustee for various certifiicateholders (whether the undersigned is named thcr4u as mortgagee or be4eficiary or has become mortgagee by virtue of endorsement of the Mortgage Note secured by and such Mortgage or Deed of Trust) and for which OneWest Bank, FSB as successor to lndym w Bank, F.S B. is acting as the Servicer. This Appointment. shall apply only to the following enumerated transactions and nothing herein of in the Agreement shall be construed to the contrary: i I. The modification or re- mording of a Mortgage or Deed of Trust, where said modification or re- recording is solely for the purpose of correcting the Mortgage or Deed of Trust to conform same to the original intent of the parties thereto or to correct title errors discovered after such title insurance was issued; � that (i) said modification or re- recording, in either ice, does not adversely affect The lien of the Mortgage or Deed of Trust as insured and (u) otherwise confirms to the provisions of the Agreement. 2. The subordination of the lien of a Mortgage or.Deed of Trust to an easemcut in favor of a public utility company of a govermotent agency or unit with powers of eminent domain, this section shall include, without limitation, the sxeCtrtion of partial satisfwfionsWeases, partial recxrnveyances or the execution or requests to trustees to accomplish same. 3. The conveyance of the properties to the mortgage insurer, or the closing of the title to the property to be acquired as real estate owned, or conveyance of title to real estate owned. 4. The completion of loan assumption agreements. Bk 19980 Pg 105 Ir CFN: 20130789615 BOOK 28852 PAGE 785 E . I] IT ' I sfa 'o ` o. a =-te o} of TraRy S. i yf nt ge i dt�, limitation, cancellation of the related Mortgage Note. 6. ig t.uf.anyMnrtgagoorIke_cl0 Tr" .atad.therelateslM ageNo ,._ ____._... in connection with the repurchase of the mortgage loan secured.:and evidenced . dweby- 7. The m assignment of a Mortgage or Deed of Trust upon payment and discharge _... with thnrehmwingth=K -'. nfaif sums securetYtlteneUy in coorc� mciuding, :........ without limitation, the assignment of the related Mortgage Note. S. With respect to a Mortgage or Deed of Trust, the foreclosure, the taldng of a deed in lieu of foreclosure, or the completion of judicial or non- judicial foreclosure yr . tennination, cancellation or rescission of any such foreclosure, including, without limitation, any and all of the following acts: a. the substitution of trustee(s) serving under a Deed of Trust, in accordance with state law and the Deed of Trust; b. the preparation and issuance of statements of breach or non peifonn8nce; c. the preparation and filing of notices of default and/or notices of sale; d. the cancellationkescission of notices of default and/or notices of sale; e. the t dUt of deed in lieu of foreclosure; and f. the preparation and execution of such others and pe&rmance of such other actions as may be nom+ under the arms of the Mortgage, Deed of Tntst or state law to expeditiously complete said transactions in paragraphs 8a through 8.e. above. 9. With respect to the sale of property acquired through a foreclosure or deed -in lieu of foreclosure, including, without limitation, the execution of the following docuanentation: a. listing agreements; b.. purchase and sale agreements; C. gra Wwartantylquit claim deeds or any other deed causing the transfer of title of the property to a party contracted to purchase same; 2 Bat °19980 Pq 106 CFN: 20130789615 BOOK 28852 PAGE 786 + Y C. any and all documents necessary to effect the transfer of property. 10. The modification or amendment of escrow.Vpements established for reg_a_ir. s_ to - - -- -.. -. ......... ....... _ ... the mortgaged property or reserves for replacement of personal prolerty. The undersigned gives said Attorney -in -Fact fill power and authority to execute such instruments and to do and perform all and every act and thing necessary and proper to carry into effect the power orj)owers-granted by or under this-Limited Power of Attoniey as:iuliy-as-the undersigned might or could do, and hereby does ratify and confirm to all that said Attorney -in- Fact is executed as the date hereof and is effective as of March 8, 2410. This appointment is to be construed and.interpreted as a limited power of attorney. The enumeration of specific items, rights, acts or powers herein is not intended to, nor does it give rise. to, and it is not to be construed as a general power of attorney. Nothing contained herein shall (i) limit in any manner any indemnification provided by the Servicer to the Tnnstee under the Agreement, or (ii) be construed to grant the Servicer the power to; initiate or defend any suit, litigation or proceeding in the name of Deutsche Bank. National Trust Company except as specifically provided for herein. If the Servicer r=ives any notice of suit, litigation or proceeding in the in of Deutsche Bank National Trust Company. or Bankers Trust Company of CalWxnk , N.A., then the Servicer shall pmompdy forward a copy of same to the Trustee. This limited power of attorney is not intended to extend the powers granted to the Servicer endear the Agreement or to allow the Servicer to take any action with respect to Mortgages; Inds of Trust or Mortgage Notes not arnthorized by the Agreement. The Servicer hereby agrees to indemnify and hold the Trustee and its directors, officers, employees and agents harmless firma and against any and all liabilities„ obligations, losses, damages, penalties,. actions, judgments, suits, costs, expenses or-disbmements of any kind or nature whatsoever ft=TW by reason or result of or in connection with the exercise by the Services of the powers ranted to it hereunder. The foregoing indemnity shall survive.tho termination of this Iamited Power of Attorney and the Agreement or the earlier resignation or reI moval of the Trustee or the Servicer under the Agent. This Limitwl Power of Attorney is entered into and shall be governed by the laws of the State of New York, without regard to conflicts of law principles of such state. Uwd parties without actual notice may rely upon the exercise of the power granted under this Limited Power of Attorney; and may be satisfied that this Limited Power of Attorney shall continue in full force and effect and has not been revoked unless an instrument of revocation has been made in writing by the undersigned. Bk •19980 Pg 107 ,Fri n CFN: 20130789615 BOOK 28852 PAGE 787 IN D :fe in i L name and ..beb& id. by a duly elected a mftorizcd sig nawry us 8th ft"y o 2 ©1 U. as Tmsft 1"I&: Vice Aclm*iedged and Agreed OiW BxMr. F§B as successor to LxVmw Bank, F.S.B. Nm= -ntle-, Vice President A* State Of California ss: c6unly of Orange On March k 2010. before =6 Tiffany Ymn. allotay Public in and for said Aft asTrusoofix pmu.ay qneweid Romaldo Roym of Deatscbe Bank MfiOwd TWO Cerny, to be: the person the Trusts on Exbll* A, vibo pmved to me on *c basis of MIACWY GVWvWe koftomat, and wjmowlcdged tome "he be. executed the vdme nme is m&ohw loft within -cmr the, same . in his mWwiwd=pdW, ited that by his sipatm (m the %&=at do person. muty upm behalf of which the person mud, e-xmdcd the mWuMCUL I cm* under PENALTY OF pERjURy under the laws of the State-of California that tbc f6regoing pwAgmph is true and correct. WrIMS my hand and official SML T"WN VAX. (SEAL) 1693 mov ov coi^ Notary Public, StoW of 4 Bk '19980 Pg 108 CFN: 20130789615 BOOK 28852 PAGE 788 Ll L� `(f LZD State of TEXAS ) TPA►VtS ) ss: County of } Ot the of in the year 2010, before me , . undersigned, a Notary �Y isonally , Public m and for said State, personally aWppeared known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within inst rent and acknowledged to me that be executed the same . in `his capacity, and that by his signature on the jnst�t, the individual, or the person upon behalf of which the individual acted, executed the within instrument. IN WITNESS THEREOF, I have pinto set my hand and affixed by official seal the day and year in this certificate fast above written. Notmy lic, State of 5 1 Bk-19980 Pg 111 CFN: 20130789615 BOOK 28852_ PAGE 789 /77 1 647 5-A S . 3*-200j 29- Nov -2005 649 RM i0D 5 -AR3.1 650 INDA 2005 -AR2 29-Nov -2005 651 WAGS 2006 -A 9- Feb -2006 ' 652 • .. _...... RABT 2006 -Ai 27_Feb•2006 , -._. - -- • . _ ...- .... _ 653 A4ABS 2005 -D 300=-M 654 LOT LOANS 2005 -1.3 16- -2 655 INDX2005 -M3 29- Dec -2005 656 RAST 2005 A15 2941=- 2005 657 RAST2005A16 29-1)w2005 - 29- Dw2005 658--- -HrPX2005 -4;&33 _ _ . 659 RMX20D6-AR2 28,-Fea -2006 660 BOX 2W6 -AR3 29-Fe6-2086 661 114ABS 2006 -B 14-MV 2006 662 Lot Loess 2006 -LI . 17-MV-2006 663 RAST 2006 -A2 3044K-2006 664 RAST 2006-A4 30-MU-2006 665 RM 2006-AR4 31-Mar 2006 '656 DOX M-ARS, 30-Mar 2DD6 667 R14DX 2006 -AR7 30-Mm• -2005 668 RAST 2006 -A3C8 30.Mw 2 669 INDX 2006AR9 27 Apr ZW6 670 RAST2006AS 27-Apt-2W6 671 2"2006 -1 27-Apr-2M 672 MX 2006AR6 28- Apr-2006 673 MX2006-ARII 27-Apr-2006 674 WX 2066-ARI3- 30'May°'ZA06 675 BAST 2006 -A6 30'b"2006 676 D=200&AR8 311Nay -2006 677 RMM2006 -C I3-hm -2006 678 U"2006-12' 15- )mr2006 679 D4DS2006 -A 22-MW -2006 680 INDX 2006 -AR15 30-1w`2M6 681 RAS'C 2006A7 CB 3"UY-2M6 6ffi INAB32006-D 13; 2006 684 RAST 2006-A8 28 -bo-M 685 INDX 2006-AR21 28-lon -206 686 MA 2006-ARI 60 BOX 2006AR19 29.1 -2 690 8002006.1 29-Jms -2006 693 RAST 2006 -A9CB 27 -)Ulm 6 494 RAST2006 -AID 27301 -2006 695 INDX 2d0 4im 28-1x1 -2006 696 INDX 2006 -ARIZ 27-1ul -2006 697 DiDX 2006.4825 2&M -2006 698 RAS172006 -AII 29- A3g2006 699 RMA 2006 -AR2 3M&-2006 6001 R4DX 2006ARZ7 30'4xW2006 6002 LOT LOAN 200613 25-Up-2 6003 RAST2006Al2 27- SW2006 6004 INDX 2006 -AR31 27- Sep -2006 6006 RAST 200&A13 27-(kt-2M6 6007 JIMA 2406 -M 304M-M6 6008 RAST 2806 -Al4 CB 3-Now-2006 6009 MX 2M&AR14 31.Od -OW p J WIND CALCULATIONS INSTALLER: YAMILL GLASS & WINDOWS 4806 S.W. 75TH AVENUE MIAMI, FLORIDA 33155 PHONE: (305) 826 -2121 PROJECT: IMPACT WINDOW/ DOOR INSTALLATION AT: 1173 N.E. 103RD STREET MIAMI SHORES, FLORIDA MIAMI -DADE COUNTY QT yBP 24,013 'CA bS M. PER ;,P. E'. STR CTl° 1 E dWE0 "YOUR ON- C%1��'*.,i `�� ;,1i .. -'E..RING COMPANY" 26�d'aao+ ' 9420 S.W. I I2TN STREET, MiAMi, NOR& 33176 TEL (786) 242 -1720 - FAX: (786) 242.4399 -;F, Village of Miami Shores Building Department Miami -Dade County, Florida Contractor: Yamill Glass & Windows Job: .Impact Window / Door Installation at: 1173 N.E. 103rd Street, Miami Shores, Florida RE: Window / Door Units Design Wind Pressures Dear Sirs: October 24, 2013 We hereby attest to the best of our knowledge, belief, and professional judgment that according to the above referenced building's configuration, height, and category that the maximum design pressures for exterior openings are: WINDOWS: Positive Design Pressure (Zone 4): 47.1 psf Negative Design Pressure (Zone 4): 51.1 psf Positive Design Pressure (Zone 5): 47.1 psf Negative Design Pressure (Zone 5): 63.1 psf DOORS: Positive Design Pressure (Zone 4): 45.0 psf Negative Design Pressure (Zone 4): 49.Opsf Positive Design Pressure (Zone 5): 45.0 psf Negative Design Pressure (Zone 5): 59.0 psf NOTE: "Zone S "pressures are applicable to openings that are within 5'- 6" of building corners - Refer to calculations. The above stated design pressures have been determined in accordance with ASCE 7 -10 based on the following criteria: • Risk Category: II • Exposure Category: C • Building Mean Roof Height: 14' -6" • Basic Wind Speed: 175 mph Anchor spacings and installation of glazing / window and mullion systems to main structure must be in strict accordance with the Product Control N.O.A. and have not been independently verified by Structural Engineering Consultants, Inc If you sho d happ to have any questions or concerns regarding this or any other matter, please do not hesitate to contact yq�nao r STS 'O&E k d CONSULTANTS, INC. ( E.B. #: 007781) �0 44 10/•24/13 g CaR oA : Pere; Str '40ral Engineer FL. • -'646444)R .•s,- B0a'a419C v "YOUR ON -CALL ENGINEERING COMPANY" 9420 S.W. 1 12Th STREET, MiAMi, FloRidA 33176 TE1: (786) 242.1720 - FAx: (786) 242.4399 • 4 f + STRUCTURAL ENGINEERING CONSULTANTS, INC PROJECT 9420 S.W. 1 12TH STREET SHEET NO MIAMI, FLORIDA 3 3.1 7 b DATE TEL (786) 242.1 720 • FAX :,786! 242.4399 DESIGN CALCULATIONS Coos', A5CE :?-10 "I ND vELoc 7= 1-'�5 M P H �xPOS�AE CR�EyoRy = C I<a = 1 00 C Haan - sig8t>>r X0.3-1). ' �t.1�, "w� ►a� NA�Ao+aFS� Dlrn �= 55� -5 �� nW-q'J AMF NE IC4 Wr 141 �, N 0 (CoA4A DIS'1 I = fU bqa 5� A =0,4 Xtgl�'I= S1--Io 0,z O-1 X55t'z 51 -4 06 103 -- - OF; ° 'voe s TAic OF a g • _ p . 00 Z 5 (o (O,��d�� L oe � , a �r� 51ox!5 • �h = PSI;: L tNDCW :CRtT 10EA< �G LbORS Cast Awl= Z.D sp 20/V C { Q S Q 5 GeCp <r� t� DD l� Da 01 949 0,549 GA�_� —l.�a —�.o�a —),Z59 PS'F ALL s�cTlo ALL � .. 51# 1: -- X 3,1 —49. D p5 F Miami Shores Village Building Department Miami -Dade County, Florida Job: Impact Window Installation at: 1173 N.E. 103rd Street, Miami Shores, Florida RE: Buck Installation Contractor: Yamill Glass & Windows Owner: Bret Harris Dear Building Official, December 23, 2013 Please be advised that all 2x bucks required for the impact window installation in the above referenced job shall be installed as per the requirements of the typical details found attached to this letter. Should you h any questions regarding this matter, please do not hesitate to contact our office. S, ely�,., S ENGINEERING CONSULTANTS, INC. ( E.B. #: 007781) 12/23/13 arlos M:'Per I.E., Structural Engineer P:E. #.; 54 44 "YOUR ON -CALL ENGINEERING COMPANY" 9420 S.W. 1 12Th STREET, MiWi, F(oRidA 3317b TEL (786) 242 -1 720 - FAx: (786) 242.4399 Job: Impact Window Installation at: 1173 N.E. 103RD Street, Miami Shores, Florida RE: Buck Installation Contractor: Yamill Glass & Windows Owner: Bret Harris Min. 3.5 ksi. `Concrete o o.� . 2x Wood Buck 4 { 1 1/2" actual), ° , 1/4- ELCO Tapcons 1 TTdii D& P Fm Not- 1 1/2" Min. Concrete Embedment motes: 1. Anchor spacing for buck attachment to substrate shall be at 5' O.C. (max.) from corners and 10' O.C. (max.) balance. 2. Minimum distance from center of anchors to concrete edge is 3 ". M ®�� MIAMI -DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.mlomidade.gov/Dera/ Lawson Industries Inc -850t-NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 14S11 -7700 (Flstuge Frhme)" Alumi" - Single gg- iridow - -M.L-' APPROVAL DOCUMENT: Drawing No. L7700 -0901, titled "Series -7700 Single Hung Flange Frame Impact Window", sheets I through 5 of 5, dated 05/27/09 with revision A dated 01/20/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, p. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. NIISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. .ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 11- 0705.09 and consists of this page I and evidence pages E -I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-4127.16 Expiration Date: December 27, 2016 F31011 Approval Date: March 29, 2012 2 Page 1 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No L7700-0901, titled "Series -7700 Single Hung Flange Frame Impact Window", sheets 1 through 5 of 5, dated 05/27 /09 with revision A dated 01/20/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20194 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 BETI -09 2530B, dated 03/02/09, all signed and sealed by Candido F. Font, P. E. (SubmNed under previous )VOA No. 09- 0706.09) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Uniform Static Air Pressure 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 RETI -08 -2003 C, HETI -08 -2004 A, HETI -08 2060 A, HET148- -2060 B, HETI - 08 -2061 A, HETI- 08-2061 B, HETI -08 2062 A, BETI -08 -2062 B, HETI- 08- 2063A, HETI -082063B, HETI -08 -2064A and HETI -08- 2064B, dated 03/15/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08- 0825.17) 3. Test reports on: l) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of aluminum 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) Manuel Perer4px. Product Control%xa�161uer NOA No. l 127.16 Expiration Date: December 27, 2016 Approval Date: March 29, 2012 E -1 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Lawson Industries, Inc., dated 05/28 /09, revised on 01/18/10, signed and sealed by Thomas J. Sotos, P. E. 2. Glazing complies with ASTM E1300- 02/04. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11 4624.02 issued to EX DuPont DeNemours & Co., Inc. for their "DuPont SentryGlasO Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice -of Acceptance No. 114624.01. issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaciteg PVB Interlayer" dated 09 /08/11, expiring on 12/11/16. 3. Notice of Acceptance No. 114325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05105111, expiring on 05/21/16 F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, dated January 25, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated May 28, 2009, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No.11- 0705.09) 3. Laboratory compliance letter for Test Reports No. HETI - 09 --2530 A and HETI -09 - 253011, issued by Hurricane Engineering & Testing, Inc., dated 03/02/09, all signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 09-0706.09) 4. Laboratory compliance letter for Test Reports No. HETI- 08 -2003 C, HETI -08 - 2004 A, HETI -08 -2060 At HETI -08 2060 B, HETI -08 -2061 At ETI -08-2061 B, HETI -08 -2062 A, HETI -08 --2062 B, HETI— M- 2063A, HETI- 08-2063B, HETI- 08 -2064A and HETI -08- 2064B, issued by Hurricane Engineering & 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. 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) G. OTHERS 1. Notice of Acceptance No. 11-0705.09, issued to Lawson Industries, Inc. for their . Series "SH -7700 Flange" Aluminum Single Hung Window — LM.I., approved on 08/18/11 and expiring on 12/27/16. Man el Pprgu;,11. E. Product Control %xan Oner NOA No. 12-0127.16 Expiration Date: December 27, 2016 Approval Date: March 29, 2012 E -2 DWALLATION ANCHMM- (A) 4 MAN. AT FRAME READ Ob (ONE PER FRANC SILL to raw mm am SHEET 6•MAX WINDOW rLANQ FRAME WIDTH A Jl MA74 O.E. e• EXT. t MT. FALSE COLONIAL ♦ 47A -� NWITMS ARE APPLIED W W z BDCN WIDTH AVAILABLEE AS OPTIONAL. 48" s 78• EQUAL CITE ELEVATION • INCLUDES UN —EQUAL LITE AND RADIUS HEAD (LIMITED TO LOADS ON SHEET 4 OF 6) WIDTH D.LO. YAd e "H43 9/16- 11 W SILICONE AND AN E AVAILABLE AS OPTIONAL. ID 3/II 6• .LO. w�etli v 11 18 �L B e u ti i y g a W 6' NG71 1/�• RA1L8 e9 ' R IAX. BELOW NEETDf6 BADS g }x� '� O A H n �� _ "___:,{r� EXT. t MT. FALSE COLONIAL ♦ 47A -� NWITMS ARE APPLIED W W z BDCN WIDTH AVAILABLEE AS OPTIONAL. 48" s 78• EQUAL CITE ELEVATION • INCLUDES UN —EQUAL LITE AND RADIUS HEAD (LIMITED TO LOADS ON SHEET 4 OF 6) WIDTH v(MUwv Wi= WIDTH AVAILABLE AS OPIUM -. VMDOV DWI( WIDTH UN- -EQUAL LITE RADIUS ELEVATION UN -EQUAL CITE ELEVATION (LIMITED TO 'LOADS ON SHEET 4 OF s) (UNITED TO LOADS ON SHEET 4 OF s) General Notes: SERIES -7700 SINGLE HUNG IMPACT %YINDOVV -- FLANGE FRAME 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2010 FLORIDA BURRING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300 -02. THIS PRODUCT 13 IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED 90 THAT THE BUILDING IiE9I3B THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQLHREKKNTS OF 2010 F.B.C. & TO BE REVIEWED BY BURRING OFFICIAL.. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EMCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) AND AS TABULATED ON SHEET 4. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE 70 BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL 8.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN ( SEE SKEET @3)F AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET 03). 9.) SEE SHEET 3 FOR LACK DETAILS & OPTIONS. 7.) SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. S.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 3. 9J W. & INT. FALSE COLONIAL. MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 10.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET 02 FOR DETAIL & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2010 PBC CHAPTER 24. SECTION 11.3.3.3. 11.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED MM. 12.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI —DADE COUNTY APPROVED WINDOWS USING A MIAEO —DADS COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 13. SEE SHEET $ 3 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. 14. ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DLSSIMUAR MATER[ALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.5.4 OF THE 2010 FLORIDA BLDG. CODE. D)STALLATM11 ( PER aD FRAME JAM � �PEEIS MMTIW ALL APLIED M W SILICONE AND AN E AVAILABLE AS OPTIONAL. ID 3/II 6• .LO. w�etli v 11 18 �L B e u ti i y g a W 6' NG71 1/�• RA1L8 e9 ' R IAX. BELOW NEETDf6 BADS H n �� _ "___:,{r� /u� ♦ 11 v(MUwv Wi= WIDTH AVAILABLE AS OPIUM -. VMDOV DWI( WIDTH UN- -EQUAL LITE RADIUS ELEVATION UN -EQUAL CITE ELEVATION (LIMITED TO 'LOADS ON SHEET 4 OF s) (UNITED TO LOADS ON SHEET 4 OF s) General Notes: SERIES -7700 SINGLE HUNG IMPACT %YINDOVV -- FLANGE FRAME 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2010 FLORIDA BURRING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300 -02. THIS PRODUCT 13 IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED 90 THAT THE BUILDING IiE9I3B THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQLHREKKNTS OF 2010 F.B.C. & TO BE REVIEWED BY BURRING OFFICIAL.. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EMCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) AND AS TABULATED ON SHEET 4. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE 70 BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL 8.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN ( SEE SKEET @3)F AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET 03). 9.) SEE SHEET 3 FOR LACK DETAILS & OPTIONS. 7.) SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. S.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 3. 9J W. & INT. FALSE COLONIAL. MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 10.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET 02 FOR DETAIL & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2010 PBC CHAPTER 24. SECTION 11.3.3.3. 11.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED MM. 12.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI —DADE COUNTY APPROVED WINDOWS USING A MIAEO —DADS COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 13. SEE SHEET $ 3 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. 14. ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DLSSIMUAR MATER[ALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.5.4 OF THE 2010 FLORIDA BLDG. CODE. D)STALLATM11 ( PER aD FRAME JAM � �PEEIS MMTIW APLIED M W SILICONE AND AN E AVAILABLE AS OPTIONAL. VMDOW D= WIDTH EQUAL LITE ELEVATION (LIMNED TO LOADS ON SHCET 4 OF $) 1 G' to s 00 �r V 1> O N O zl I1/4• TAPCON V/ 1 1 MIN. EMBEDMENT INT (SEE ELEVATION AT FOR MAX. FASTENER ALL WOOD BUCKS ENGINEERED SEPARATELY- 0. TO BE REVIEWED BY BLDG. OFFICIAL CTYP.) P.T VDGD BUCK NOT BY LAWSON INM MUST SUSTAIN IMPOSED LOADS M�AN,�,, •' a, d.a a�BEb1UIENToa .4 d ;' 1 d: - SILICONE ADHESIVE BEDDING COMPOUND AMINATED GLASS 14 INTERIOR EXT. GRADE CAULK - • � 0 6 A + EXT. 814 S.M.S. V/ 1 1/4• MIN. EMBEDMENT INTO WDDD. (SEE ELEVATION AT SKEET 61 FOR MAX FASTENER SPACING) 914 SMS. V/ 1 1414• MD(. EMBEOKENT INTO WOOD. CSEE ELEVATION AT SHEET 81 FOR MAX FASTENER SPACM EXT. GRADE CAULK -- --. -% f OR2BY BUCK I' MAX. SHIM TYP L HATED (BASS PT. VODD BUCKS :SIV LIVE 4•`•v ;`'�I ' •~ Lem y `Y • IQ INTERIOR T 4 • 114• TAPCON V/ 1 1/4• aD 19 MIN EMBEDMENT INTO COm (SEE ELEVATION AT SHEET 81 tl im F MAX FASTENER SPACING) • •• OR O 0 Q q 12 1 I /4• MDJ. 1 • �i, � • - .• 11/8• MIN EDGE DISTANCE y� Z a0 S 6 � ! 01 p oM $ EXTERIOR EXTERIOR PERIMETER CAULKING � o -VDIMW FRAME VIDTH K SFINDOYI' INSTALIAT►ON NOTES: W O L THE WINDOW FRAME FLANGE TO BE HACK - BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE ►I 94 BY WINDOW THROUGHOUT CTYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO HE SEALED V/ AN APPROVED EXTERIOR GRACE CAULK \\ BY OTHERS tTYPa � _ � � IN • WHEM THE GAP BETWEEN THE WINDOW FRAME AND THE SAGO( OR MASONRY IS LESS THAN 118'. SHIMS ARE NOT REQUIRED. �+ fI,- ANCHORS NOTE: \ ANCHORS TO BE 912 SMS OR WD. SCREWS INTO WOOD, OR / 1/4• TAPCONS or APPROVED CONC. FASTENERS INTO COIF., WITH A MINIMUM OF 1 1/4• PENETRATION INTO WOOD OR CONC. CREFER TO LOAD TABLES AT SHEET 4 OF 5 FOR QUANTITIES REQUIRED) O 11 Lam e 4 11 'SICICGE OPTN M % DOW CaRMING 699 SCHM- MOSCHEAD 37M TREDS SPECTRUM e SAW GLAa06 DEPTH LAMINATED GLASS COMPOSMON - TYPE 2 I12M mass amamMN 1 01 BUM D87A6 Id10NAT8 I . V& AMiA.ED a 0.w SAFLLY/UIEEPSAFf �A 'SOLUTOV e a09D' PLASTIC DrtE14.ATER 3 — AMEA.ED GLASS LAMMATO - E9 1T®I am 1 01 BUM LAImRATs 1 w ANNEALED mi fZ11 Alm` SENTRTGLAS PLUS Sr .SSG. 8 a w PLASTIC Dm 3 VS' AMEA.ED LASS 11 'SD.ICGE aPTIG6'. DOW 699 SCREE -MORD EAD 3731 4 TRENDS SPECTRUM e UW' GLAZING DEPTH INSUIATO LIIM MATED GLASS COMPOSMON MW I GA9 D19CROTWIi DEAR I.MDaaATS9 DSSCG 1 116' MEAT- SINEUGHTENED OLA68 IM MEAT- STROOMNED MAU OUT- Br 'DUpjDw aurAaTE Pve Sr •0180NI• 8 0-090' RAST[C INTEA.ATER ] Va• 19AT- STREKMNTENE0 GLASR p7�0' 11 'SD.ICGE aPTIG6'. DOW 699 SCREE -MORD EAD 3731 4 TRENDS SPECTRUM e UW' GLAZING DEPTH INSUIATO LIIM MATED GLASS COMPOSMON TYPE 6 8611 GLASS asSCRnn N D1171R _ 1 Jill 1 ® .v.• TAruuTe 9 1 IM MEAT- STROOMNED MAU OUT- Br 'DUpjDw e Dow PLASTIC OITERLAYER 3 VV MEAT- 3fMOTTENED GLASS Va• ANNEALED GLASS 4 VP SISULATED AR SPACE S V& ANNEALED GLASS DMOLUATMED CLAW CO 0 7 mm "m mum= Dena. _ __- fill O .vr -Fr — - .1 -J1�- r 4nm• u mmm SALLY PWB Or 'SMU"A• I VS• NWALED GLASS D saw PLASTIC IN 3 4 Ve ANNEALED GLASS V4• D&UTED AM SPACE 3 Va• ANNEALED GLASS GLAZING DETAILS AND OPTIONS 414 SX.S. W 1 1/4' NUN. C.., INTO VOW. (SEE ELEVATION AT SHEET 91 26 FOR NAx FASTENER SPACING) INTERIOR 6 S o NOT By LAV3M1 INNSTRD$ m q q CD EST. GRADE RACK SCODW 25 21 SCHIND VDMW MME 7L 87 O q GI i3t INSTALLER CTYP.) .5 .22 4 h TIERPR� DOCK (LATCH AND SWEEP) OPTIONS $ VZOTTIM By OTHERS 0".1 m i V4' NIN I. BOTH EXTRUDED ALUMINUM AND PLASTIC Un HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED 1MH�lY�H FOR USE ON ALL WINDOWS. EXTERIOR 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. �1+ To Be APPLIMf OTHERS C 1 JIM) m EXTERO OVER METAL LATH NAILED TS E1ITERMR CIrM PLTVDDD TECT ORi6 qi TO E SPEC ?09 RP ARCHITECT INt (LD. XOT B MR SQN RT ORES. a NDT DT U1V80N INDUSTRIES, mD. W WOOD FRAME INSTALLATION DETAIL - ati 1D," AL LION a SEE MIRLION APPROVALS FOR 912 X3/4• S.D.S. SEE ION TYPE. APPROVALS FOR DESWN TYPE. SIZE AND MAx •FLAT HEAD. PHILLIPS. OESMV TYPE. SIZE AND MAS. �SmN PRESSURE LWRATIONS. (SEE ELEVATION) AND DES16N PRE3Sl1RE LWITATIONS. (ALUM. 0.078' MDL THR]t) �UP TABLES FOR QUANTITY INTERIOR NOTE. THE LOWER PRESSURES OF SOME AND FASTENER SPACMW NOTE: THE LOWER PRESSURLS OF SINGLE I/4' MAX HUNG WLVDWT OR MULL SHALL GOVERN HUNG WINDOW OR MULL SHALL GOVERN SHIM INTERIOR �SEE3ESFOR'ACI4ISL wSth atria Duild9RgC � Dori, 16 Z � o� •ti O A milli 1<I SO `1 0 >ESIGN LOAD CAPACITY (PSF ) -VIEW WINDOWS W/ 3H VENTS WINDOW 0 Jamb Anchm 0 + / - Pressures (PsO W INDOW Jamb Glass Type Glass Type Glass Type G18ssType 6 )TH HEIGHT Anchors 4 8 8` . 126 50.625 o 60.0 80.0 80.0 1.5 60.626 28.5 80.0 80.0 80.0 60.0 7 50.825 6 60.0 80.0 80.0 80.0 80.0 80.0 2 50.626 42 60.0 80.0 80.0 8 50.825 60.0 80.0 80.0 80.0 50 I 80.0 126 50.826 80.0 80.0 80.0 80.0 80.0 =:80. , 125 69 80.0 60.0 80.0 80.0 4 80.0 .5 59 80.0 80.0 80.0 80.0 35.375 ti 7 59 8 80.0 80.0 80.0 38.375 80.0 2 s9 80.0 60.0 80.0 80.0 38.375 80.0 B 59 80.0 60.0 80.0 80.0 38.375-1 80.0 125 59 80.0 80.0 80.0 80.0 38.375 80.0 125 83 840 60.0 80.0 80.0 .5 83 80.0 60.0 80.0 60.0 80.0 80.0 7 83 8 60.0 80.0 80.0 80.0 80.0 2 8 83 83 80.0 60.0 60.0 80.0 80.0 80.0 80.0 80.0 / , 125 83 840 60.0 80.0 80.0 80.0 80.0 125 74.25 80.0 80.0 80.0 80.0 80.0 80.0 .5 74.25 8 60.0 80.0 80.0 84.0 80.0 7 74.25 6 60.0 80.0 80.0 640 80.0 2 74.25 59 60.0 80.0 80.0 840 80.0 125 78 Be 60.0 80.0 80.0 .5 78 8 60.0 80.0 80.0 80.0 60.0 7 78 80.0 60.0 80.0 80.0 80.0 z 78 Mo 69.0 79.0 7990 S0.0 - ESIGN LOAD CAPACITY (PSn - VIEW WINDOWS W/ 4H VENTS 19.125 : i �� 8 13 t / - Pressures (pst} WINDOW Jamb Glass Type Glass Type Glass Type 80.0 28.5 1TH HEIGHT Anchors 4 5 6 60.0 80.0 125 59 37 60.0 80.0 80.0 5 59 solo 60.0 80.0 80.0 80.0 80.0. 7 59 8 60.0 80.0 80.0°; 80.0 80.0 z 59 - 60.0 80.0 80.0 80.0 80.0 3 59 60.0 80.0 80.0 8 80.0 25 59 80.0 60.0 80.0 80.0 74.25 ; 25 63 80.0 60.0 80.0 80.0 .5 63 840 60.0 80.0 80.0 80.0 i� 7 63 8 60.0 80.0 60.0 80,0 48 63 80.0 60.0 80.0 80.0 - 3 63 74.25 60.0 80.0 80.0 APPROVED 25 63 60.0 1 80.0 80.0 MMUGUnT)ONS 25 74.25 80.0 60.0 80.0 80.0 UN -EQUAL LITE .5 74.25 Sao 60.0 80.0 80.0 78 7 1 74.25 1 8 60.0 1 80.0 1 80.0 8 DESIGNLOAD CAPACIIY(PSFJ - EQUAL LITE WWOWS WINDOW 0 Jamb Anchm +/- P Glass Type 2 G1asaType 3 Glass7yps 4 Glass Type 5 G18ssType 6 Glass Type 7 WIDTH HEIGHT 19.125 28 4 o Q 80.0 80.0 80.0 80.0 28.5 28 -80.0 80.0 60.0 840 80.0 60.0 37' 28 80.0 80.0 80.0 80.0 80.0 80.0 42 28 60.0 80.0 50.0 80.0 60.0 48 28 50 I 80.0 1 80.0 80.0 80.0 80.0 53.125 28 80.0 =:80. , 840 80.0 80.0 80.0 38.37 - 4 80.0 80.0 80.0 80.0 80.0 35.375 60.0 80.0 80.0 80.0 37 38.375 80.0 80.0 .80.0 80.0 80.0 80.0 42 38.375 80.0 80.0 80.0 80.0 80.0 80.0 48 38.375-1 80.0 80.0 60.0 80.0 80.0 80.0 63.125 38.375 80.0 So.0 60.0 840 80.0 60.0 14125 50.825 6 80.0 80.0 Mo 80.0 80.0 80.0 25.6 54825 80.0 80.0 1 60.0 80.0 80.0 80.0 37 50.625 80.0 80.0 (340 80.0 80.0 80.0 42 50.625 840 80.0 80.0 80.0 80.0 80.0 48 60.625 80.0 80.0 640 80.0 80.0 80.0 53.125 S).625 80.0 80.0 60.0 80.0 84.0 80.0 18.125 59 6 80.0 80.0 80.0 640 80.0 80.0 :9.6.' 59 80.0 80.0 60.0 840 80.0 840 37 Be sod 60.0 60.0 80.0 80.0 80.0 42 59 80.0 80.0 60.0 840 8D.0 80.0 48 59 80.0 80.0 Mo 53.125 59 80.0 S0.0 - - - 0,0 19.125 63 8 80.0 80.0 80.0 80.0 840 80.0 28.5 50.0 .80.Q 60.0 80.0 80.0 80.0 37 80.0 80.0 00.0 S0.0 solo 80.0 42 163 80.0 80.0. 840. 80.0 811.0 80.0 48 80.0 80.0 - - 80.0 63.125 83 80.0 80.0 80.0 19.125 74.25 8 80.0 80.0 80.0 80.0 80.0 80.0 28.5 74.25 80:0 840 840 80.0 80.0 80.0 37 74.25 60.0 840 - 80.0 42 74.25 80.0 80.0 80,0 48 74.25 80.0 60.0 - 80.0 9125 74.25 74.0 77.0 60•o 8 840 80.0 840 s.0 80.0 60.0 78 80.0 8D.0 80.0 Sao Sao 80.0 t4878 78 80.0 80.0 - - 80.0 78 78.0 79.0 - - 79.0 78 71.0 71.0 71.0 MoDucrREVISED 89= wigh do Florift Mww proaraol e A s m h o Q v i6Y6 � r � gg A o S a a A. A FRAME HEAD L -�Ml (D sm .obe L su east -� t mes-rn aeu�eu ) FRAME SILL L -7702 FIXED MEETING RAIL L -7704 FRAME JAMB L -77P° C VENT INTERLOCK RAIL VENT BOTTOM RAIL VENT JAMB RAM L-7705 sees rn ew�uta) L© t ems-Te Aagmtm l L -7707 Ot esm-�s euwtxua ) OR ease t �7s F7.. ase I .ose tabs VENT SPRING LATCH GLAZING READ L-7708 GLAZING BEAD GLAZING BEAD L -7$38 L -'i711 L -4204 O © 16 17 oee (aoea -m Rwm em I t eves ra �wwnsu)1 t ems m mn sum a L013 391 T JIS .773 .773 A68 t sm9 -rn tlNNMiRI 1 r (,) �E��OMCORNERCORNER VENT TOP CORNER BILL OF MATERIALS ITBM $ PART $ REQD. DESCRIPTION BEMARKB 1 L -7801 1 FIN FRAME READ 6063 -T6 ALUMINUM 2 L -7802 1 FIN FRAME SILL 6063 -T6 ALUMINUM 3 L -7803 2 FIN FRAME JAMB 6063 -T6 ALUMINUM 4 L -7704 1 FRAME FIXED MEETING RAIL 6063 -T6 ALUMINUM 5 L -7705 1 VENT METING (TOP) RAIL 6063 -T6 ALUMINUM 6 L -7706 I VENT MTTIIM (LATCH) RAIL 6063 -T6 ALUMINUM 7 L -7707 2 VENT JAMB (SIDE) RAIL 6063 -T6 ALUMINUM 8 L -7708 AS REQ% GLAZING BEAD ( 3/8' ) 6063 -TS ALUMINUM 9 FS -006 AS REWL FRAME ASSEMBLY SCREWS #8 X 3/4' P.H. PHILLIPS 10 FS -040 AS READ, INSTALLATION SCREWS 014 X 1 1/4' FJi✓PHIL. 11 L -7531 AS RE(rL BULB VINYL WTS P 1/4' DI& BULB ®3033 12 PVS-003 AS REWD. FIN SEAL VEATHERSTRIP 187•)L230' 13 PWS -005 AS REWL FIN SEAL WEATHERSTRIP .187').350' 14 PWS -009 AS REQ'L FIN SEAL WEATHERSTRIP .187'3010' 15 HC -024 -1 2 SELF ADHESIVE PILE PAD 1/4' X 1 1/2' 16 L -7711 AS REG'L GLAZING BEAD/ INSULATED 6063 -T5 ALUMINUM 17 L -4204 AS REWD GLAZING BEAD - RADIUS 6063 -TS ALUMINUM 18 L -7723 I 1 ISASH BALANCE CAM/GUIDE (2 X VENT) 19 L -7725 2 RIGID VINYL SASH STOP (2 X FRAME) 20 L -7727 2 BLOCK 8 TACKLE BALANCE BSI Wwme Systems 21 L -7539 2 VENT LIFT LATCH 6063 -TS ALUMINUM 22 L -7523 1X LATCH VENT LATCH SPRING STAINLESS STEEL 23 a AS REtYL GLAZING SILICONE SEE GLAZING a SHT. 3 24 a 2 LarArmted Glues SEE GLAZING DETAILS 25 NC- 057 -1 2 VENT LIFT LATCH MOLDED NYLON 26 HC -058 -1 2 IVENT SWEEP LATCH MOLDED NYLON 27 ■ 2 FRAME SILL FOAM GASKET SELF ADHESIVE 28 HC -026-1 1 SCREEN FRAME S MESH 29 1 L -7730 1 PRODUCT LABEL 30 a A a a 31 SM -3504 AS REWD. JOINT SEALANT 1SM-3504 32 a JAS REWD, PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL l%0zx Cy1T�gRB"M But moCod vmOmwmft Z,gmT1A�16 O e©■ m m y m Lea z0 o rha z c QQ ed�d � 4 A t G ra C W t3 o 0 I to to 04 gg 8 O e©■ M1AWL�ADE MIAMI -DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Stmt, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) mmmiumiaade. o�v/pera/ Lawson Industries, Ine - — `$501 NW 98- Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HS -8700 (Flange Framey' Aluminum Horizontal Sliding Winslow – L.1VLL APPROVAL DOCUMENT: Drawing No. L8700 -0901, titled "HS -8700 Horizontal Rolling Flange Impact Window ", sheets I through 10 of 10, dated 05/30 /09 with revision A dated 01/25/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami–Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami –Dade County Product Control Section. AUSSILE IMPACT RATING: Large and Small Missile Impact Resistant -- -- LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. - TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an Qndorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising Iiterature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 11- 0705.10 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. uuMt�aoe rrn 1` NOA No. 32-0127:08 .. Expiration Date: April 11, 2017 9, 2012 Approval Date: March 2 flgJlz Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No L8700-0901, titled "HS -8700 Horizontal Rolling Flange Impact Window ", sheets 1 through 10 of 10, dated 05/30 /09 with revision A dated 01/25/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per. FBC 24113.2. 1, TAS 202 -94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3,1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s: HETI -10 -3047, HETI -10- 3048, HETI -10 -30491 HETI- 10- 3049I, HETI -10- 3050, HETI -].0 -30519 HETI- 10- 3052B, HETI -10 -3053, HETI -10 -3056, HETI -10- 3057, HETI -10 -3130, HETI -10 3131, HETI -10 -3223, HETI -10 -3224, HET -10= 3225, HETI -10 -3226 and HETI- 10- -3251, dated 11/09/10,03123/11 and 04/25/11, signed and sealed by Candido F. Font, P.E. and Rafael E. Droz-Seda, P.E. (Submitted under previous NOA No. 11-0705.10) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 --94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202 -94 along with marked-up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI -08 -2033, HETI -08 -2034, HETI - 08 - 20359 HETI -- 08 - 20361, HETI - 08 - 2037, HETI - 08 - 20389 HETI-08-2116A and HETI -08- 2116B, dated 02/28/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 09- 0706.05) Ma nue .Pe Product Control' E m • r NOA No. 12-0 .08. Expiration Date: April 11, 2017 Approval Date: March 29, 2012 E -1 Lawson Industries; Inc; NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (cowiNUED) 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 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL- 3097, FTL -3098 and FTL -3364, dated 12/06/01, 12/11/01 and 01/28/002, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under NOA No. 02-02. 05) C. CALCULATIONS: 1. Anchor verification calculations and, structural analysis, complying with FBC-201 0, prepared by manufacturer, dated 05/28/09, revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos, P. E. 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09 /08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dazed 05/05/11, expiring on 05/21/16. F. STATEMENTS L Statement letter of conformance, complying with FBC -2010, dated January 25, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated May 20, 2010, signed and sealed by Thomas J. Sotos, P.E. G. OTHERS 1. Notice of Acceptance No. 11-0705.10, issued. to Lawson Industries, Inc. for their Series "HS -8700 Flange" Aluminum Horizontal Sliding Window - L.M.I., approved on 09/08/11 and expiring on 04/11/12. Mauue Pe Product Control Exa in r NOA No. 12-01 .OS Expiration Date: April 11, 2017 Approval Date: March 29, 2012 E -2 LD I4- \err' A Al NOTE. m I I I REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL. CROSS — SECTION DETAILS 'A. At. B. & B1' REFER 70 SHEET B3 3 FOR HORIZONTAL CROSS— SECTION DETAILS -C. D. & E' REFER TO SHEET g4 4) REFER TO SHEEP a OF 10 FOR DESIGN LOAD CHARTS AND NOTES. 00 N\` 4o� o B 67 A BB9 NOTE. m I I I REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL. CROSS — SECTION DETAILS 'A. At. B. & B1' REFER 70 SHEET B3 3 FOR HORIZONTAL CROSS— SECTION DETAILS -C. D. & E' REFER TO SHEET g4 4) REFER TO SHEEP a OF 10 FOR DESIGN LOAD CHARTS AND NOTES. 00 Q lJ XOX _Equal ),(te_(1/3- 1/3 -1J3) NOTES: IiREFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES FOR VERTICAL CRS— SECTION DETAILS 'A. Al. B. & B1' 1tEFER TO SHEET 93 3) FOR HORIZONTAL CROSS— SECTION DETAILS $..& E' RIFER TO SHEET #8 4) REFER TO SHEET B OF 10 FOR DESIGN LOAD CHARTS AND NOTES. 08 General Notes: 4o� o 1.) THIS WINDOW SYSTEM .IS DESIGNED AND TESTED TO COMPLY WITH THE A BB9 o $ x VELOCITY HURRICANE ZONE (HVHZ) AND ASTM IBOO -02. THIS PRODUCT m y Q lJ XOX _Equal ),(te_(1/3- 1/3 -1J3) NOTES: IiREFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES FOR VERTICAL CRS— SECTION DETAILS 'A. Al. B. & B1' 1tEFER TO SHEET 93 3) FOR HORIZONTAL CROSS— SECTION DETAILS $..& E' RIFER TO SHEET #8 4) REFER TO SHEET B OF 10 FOR DESIGN LOAD CHARTS AND NOTES. 08 General Notes: 4o� o 1.) THIS WINDOW SYSTEM .IS DESIGNED AND TESTED TO COMPLY WITH THE A REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH o $ x VELOCITY HURRICANE ZONE (HVHZ) AND ASTM IBOO -02. THIS PRODUCT m y IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) �+ 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH iii F V THE REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL ga Se.. 4 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS, ANCHORS ON $ ALL WINDOW SIZES ARE NOT TO EXCEED THM MAXIMUM SPACINGS ON CENTER >s z (O.C.), AND AS TABULATED ON SHEETS S. 7, or S. u 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE $ _ ENGINEERED ON A SITE SPECIFIC BASIS. UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. = o. S.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETO 00, 7, or 81, AND FOR USE WITH DOUBLE GLAZE i Z LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEM #8, 7 or B). 8.) WINDOWS WITH GLASS TYPES -A, C, OR G' INSTALLED ABOVE SOFT. B 81 IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. p 0G 0 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. .4 B.) SEE SHEET 9 FOR GLASS TYPES. B.) SEE SHEET 8 FOR DESIGN PRESSURES ON 110 or OX' WINDOWS. ® tr 0 q 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL -LLTE `X0X" WINDOWS. 11.) SEE SHEET B FOR DESIGN PRESSURES ON UN -EQUAL I= -XOX- WINDOWS. o XOX Un -Equal Lite (114_112 -1/4} I2.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. p 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE Aceapimoa NO r� Bxylo n DaEO � 1 p 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATF,D AND ANCHORED 3) FOR HORIZONTAL CROSS— SECTION DETAILS -D, & B' REM TO SHEEP 05 4) REM 70 SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. CD (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET g3, 4 & S FOR DETAILS ••'•y••••' .0 SERIES -8700 HORIZONTAL SLIDING IMPACT WINDOW & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2007 FBC CHAPTER 24 SECTION 11.3.3.3, CD IB.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 16.) SEE SHEET B 8 FOR MULLION /METAL ATTACHMENT DETAILS. NOTES & OPTIONS. 17.) MULLING HORIZONTAL SLIDING WINDOWS WPTH OTHER TYPES OF MIAMI -DARE COUNTY APPROVED $ WINDOWS USING A MIAMI -DADS COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSI= FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED 10 ALL METAL/STERL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATMALS TO BE 6NC PAINTED OR PLATED AND SHALL NEEf SECTION 20038.4 OF THE 2010 FLORIDA BLOO. CODE i B 81 �o'0eE ••4c a p•• IL XOX Un -Equal Lite (114_112 -1/4} PRODUCTROVISED NCI 1) REFER TO SHEET 2 OF 10 FOR INSTALIATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL CROSS—SECTION DETAILS 'A. Al. B. & 81' RIN[FEH TO SHEET 03 Aceapimoa NO r� Bxylo n DaEO � 1 1. 3) FOR HORIZONTAL CROSS— SECTION DETAILS -D, & B' REM TO SHEEP 05 4) REM 70 SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. B ••'•y••••' .0 SERIES -8700 HORIZONTAL SLIDING IMPACT WINDOW APPROVED ELEVATIONS TEST UNIT SIZE: 111" X 03" * 85 31B' OVERALL FRAME WIDTH J1.3 TEST UNIT SD/S: 74' X OS' 74. OVERALL FRAME WIDTH INSTALLATION FASTENERS 84 3/0• INTERIOR FRAME WIDTH DWALIATION FASTENERS• 731 INTER D7R FRAME WIDTH a (A) 10 AT FRAME BEAD IT Aug (A) O AT FRAME HEAD A IT1 (14 AT FRAME HEAD IF DP ABOVE To.03 A TD�O Rau.S (O AT FRAME BEAD IF DP ABOVE 70A A C) O TH (B) 10 AT EL FRAME SILL A Al ./- 7DPSF 0 TOTAL) (9) (B) O AT EA. FRAME SUL TS t�DP�S p Ll (14 AT FRAME SILL IF DP ABOVE 70A) (8 AT FRAME ML IF DP ABOVE 70.0) A Al (C) B AT EA FRAME JAMB p t (C) O AT EA. POW JAMB t♦" ♦ 4• t ♦" y �"' (RAR Q.C} .SEE GENERAL NOTE g3 J: 94. (uAx. 0.y ftCNt. Ot. y -SEE OENERAL NOTE 88 & /4. 1D o is O 11C. 13 V4• GC. 2 R 7. adlEr C 4 Ad OC I3u,•� a° 13 V4. OC. t3 V4. OC a o ANCHOR MOTES T NT. ANCHOR Num � O L y ANCHOR SPACING AT HEAD 6 SIL1� / L SAME ANCHOR SPACING AT HEAD A SO., / T d E TVO ADDR[ONN. AMCHpRS REOIAISD qNp B. T1f0 ADOifItQiAI. AMO�S INQUIRED —� / � AT MEETING RAILS FOR LINTS WITH V AS OPT �Egfft /p�} ppp OP ABOVE e70PSF / - 7SPi C♦ TgTAU DP ABOVE ./�- 70PSF C TOTAU a� OPT JAL �' w 'XOX" WIN D0@Y EQUAL LITE "X0° IPINDOW EQUAL Tom' B SEE FiORIZONT TAL CRDSS SECTDDIEDETAILSA•C,OR.O6 E At SHEET 93A3 �, ( °OX" REVERED I TEST UNTI SIZE: 111" X 63' ) RCSTALLATION FASTENERS 111. OVERALL FRAME WIDTH L SEE VERTICAL CROSS- SECTION DETAIL •A, AL B. 6 81• AT SHEET 13 (A) 10 AT FRAME HEAD Z SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, 6 E• AT SHEET 14 (14 AT FRAME HEAD IF DP ABOVE 70.0 (B) 10 AT EA. FRAME BILL At (14 AT FRAME BILL IF DP ABOVE 70.0) SERIES -8700 HORIZONTAL SLIDING WINDOW � (C) 6 AT EA. FRAME JAMS *sEe GENERAL NOTE 03 & aa. FLANGE FRAME ELEVATIONS — L M is �s - N, __ _14- 1[ 13 114' UZ 3 V,• D.C. 13 V4. U& s �q C btu. 13 ua• O.C. • 44 .. PRODUCrRBVfM 8�ewitLWlPlo1(8e G 4 a° Do 7 �v ANCMOR M1TE�• p�c7ry'L , ...• L SAME ANCHOR SPACDRi AT HEAD 6 SILL E ppT10 N% H B. 7V0 AOD1T AIRS V TH �D T " e ME .�oR 7W3PIT�3 c4 TDIAU "XOX" WINDOW — UN —EQUAL LITE b SIM L SEE VERTICAL 13DD,S- sECT�I DETAO.S •A, AL R, L Dr AT smm 13 . P_ SEE 1WRIa0NTAL CROSS-SECTDDC DETAILS 'C, D, s E• AT 8HEFT BS Ci 110• INTERIOR FRAME WIDTH ADDITt�IAy_A A A 1 F i9�F.EETppX,�p � A(41 TOTAL) �1 a4 (� m 1� (, 4e E , 0 = as s/6" aD� ;i 110• INTERIOR FRAME WIDTH ADDITt�IAy_A A A 1 F i9�F.EETppX,�p � A(41 TOTAL) � h O. ih 1� (, 4e E , 0 = as s/6" aD� �i %• - _��r =__ -� � h O. ih 1� (, 4e E , 0 1/4' TAPCON W/ 1 I/4•_ -. MIN. EMBEDMENT INTO CON(. (SEE ELEVATION AT SHEET 92 FOR MAX. FASTENER SPACING) � s 1. ALL WOOD BUCKS ENGINEERED SEPARATELY 5 TO BE REVIEWED BY BLDG. OFFICIAL (TYPJ 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM IIN• :.o .ad: CLEAR SILICONE ADHESIVE BEDDING COMPOUND STUCCO OVER METAL LATH HAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT $Y Ly}!SON_INDUSTRIES, INC. 2x EXT. GRADE PERIMETER CAULKING NOT BY 'LAWSON UVOI3TRIES', TO ) APPLIED BY OTHERS (TYPJ EXTERIOR Al ALTERNATE DETAIL I 014 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD ME ELEVATION AT SHEET 42 FOR MAX FASTENER SPACING) 1/4• MAX HM SPACE (TYPJ IMRIOR WINDOW DOW INSTALLATION NOTES L THE WINDOW FRAME FLANGE TO BE BACK - BEDDED W/ AN EXT. 20 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE SILL RISER - OPTIONAL BY WINDOW INSTALLER (TYPJ APPLIED WITH SILICONE 2• THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO SEE DP CHARTS ON BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK SHEETS #4.415, 6 96. BY OTHERS (TYPJ • WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY M LESS THAN 1/8'. SIDMS ARE NOT REQUDiED. ANCHORS NOTE: ..... ANCHORS TO BE 912 SMS OR WD. SCREWS INTO WAD OR ;y 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CON(. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) -1/.. 9 =. SHM SPACE (TYPJ SIN. • •' �am(Levwdit .NT . +� HuRding :: G :' d• Aae No e G DXto "! B AT 'VA __ nv" gC � z�� 2d x z a � o �✓✓ �' per. _ al O C O A I � x 2X BY 114 S.M.S. W/ 1 1/4• MIN. EMBEDMENT INTO WOOD. CSEE ELEVATION AT SHEET 82 FOR MAX. FASTENER SPACING) LEDGE EXTERIOR WALL FINISH BY OTHERS CTYP.) STUCCO OVER METAL LATH NAILED TO - EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR C.C. EEXTERUR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES. INC. 1. ALL WOOD BUCKS ENGINEERED SEPARATELY 8 TO BE REVIEWED BY BLDS OFFICIAL CTYPJ 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM O EXT. GRADE PERIMETER CAULKING NOT BY LAWSON INDUSTRIES -, TO BE APPLIED BY OTHERS (TYP.) LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCXS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM IOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. :D GLASS SILICONE ADHESIVE BEDDING COMPOUND INTERIOR 191 D1• � ' O 73' MAX. — WINDOW FRAME BUCK WIDTH - 74' MAX. — WINDOW FRAME FLANGE WIDTH - "XO" WINDOW EQUAL LITE ( -OX- REVERSED ) WINDOW INSTALLATION NOTES 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER CTYPJ 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS CTYPJ • WHEN THE OAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MA80NRY 18 LESS THAN 1/8', SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE 112 SMS OR YD. SCREWS INTO WOOD, OR 1/4' TAPCUNS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CON(. (REFER TO LOAD TABLES FUR QUANTITIES REQUIRED) a O A a PT. VOOD BUCKS �• f0 P 2 1/4• MAX. Y•'�''.w.� 4' 3 :7 ge SHIM SPACE Z r y W R3 (TYP.) bso e 1/4• TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC :11 LT I .(SEE ELEVATION AT SHEET 12 FOR MAX. FASTENER SPACING 0 d 4' IN EMBEDMENT D p a ° a E� AISTANNCE ' � ti• � t � � � C C y . ..dr. D EXT. GRADE „,;;v •'e. CAULK O PRODUCT REVISED, .complgiowatheptod D Buldrn � 7 a■■■®E 4 12 X 1 3/4' S.M.S. PT. WOOD BUCKS 1 1/4' MIN. WIDID EMBED (SEE ELEVATION AT SHEET 42 FOR MAX FASTENER SPACING) CLEAR SILICONE ADHESIVE u4. pipX 21 2 23 8H8M SPACE ttYP.) ® BEDDING COMPOUND MINATED GLASS V4' MAX SHIN SPAC F/_6 EXTERIOR /'\ /-. FOR MAX. FASTENER SPACIN n (TYP.) I o v o o�` FRAME DUCK WINDOW FRAME FLANGE WIDTH "XOX" WINDOW EQUAL AND UN —EQUAL LITE WINDOW INSTALLATION NOTES: I. THE WINDOW FRAME FLANGE TO BE BACK- BEDDED V/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) P. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED V/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE OAP BETWEEN THE WINDOW FRAME AND THE RUCK OR MASONRY 11 INS THAN 1/8 , SHTMS ARE NOT REQUIRED. ANCHORS NOTE ANCHORS TO BE 412 SMS OR WD. SCREWS INTO WOOD. OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO VOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) ,/ t �X r , >TJ?i�llAfr /. ddaIL a 4 w � xQ � z g� t41 t� O PT. WOOD BUCKS 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET FOR MAX. FASTENER SPACIN Ix ,G 1 1/4' MIN BED M N •o a 1 1/8' MIN. EDGE DISTANCE ,/ t �X r , >TJ?i�llAfr /. ddaIL a 4 w � xQ � z g� t41 t� O DESIGNLOAD CAPAMY(PSF7 or XO IMAIDOIMS $ °A WINDOW # Jamb Anchors # H & 3 Anchors + _ Pressures Glass T "A" Glass T "B" 2 Glass T "C" * 2 Glass "D" 2 Glass T "E" 3 Glass "F"(* WIDTH HEIGHT + f + _ + _ + _ + _ + 24 24 3 3 65.0 85.0 65.0 65.0 70.0 70.0 70.0 • 70.0 80.0 80.0 80.0 80.0 36 24 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 0 C c a o e b 48 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 800 80.0 60 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 700 70.0 80.0 800 80.0 80.0 72 24 3 6 65.0 65.0 65.0 85.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 24 36 3 4 65.0 65.0 65.0 65.0 700 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 36 3 4 65.0 65.0 65.0 85.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 g 48 36 3 6 65.0 65.0 65.0 85.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 35 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 800 80.0 24 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 700 80.0 80.0 80.0 800 36 48 4 4 65.0 85.0 6;s Q 85.0 70.0 70.0 70.0 70.0 80.0 80.0 800 80.0 48 48 4 6 65.0 66.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 w 6 0 o 9 x z. - 4 6 0 , - =$5, 65.0 85.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 6 85.0 85.0 65.0 85.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 800 4 4 85. 0 85. 0 .0 --73-0 80.0 80.0 80.0 5 4 66.0 65.0 65.0 66.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 BD 5 8 6<i.0 6'i.0 85.0 65.0 70.0 700 70.0 0.0 80.0 80.0 80.0 80.0 60 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 60 5 6 65.0 .0 .0 65.0 70.0 700 70.0 70.0 - - 000 26.5 26 3 4 65.0 65.0 65.0 65.0 70.0 700 70.0 70.0 80.0 80.0 80.0 80.0 37 28 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 A 53.125 25 3 6 65.0 65.0 65:0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 4 28 3 6 65.0 65.0 65.0 85.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 ° � 4 4 0 65.0 65.0 700 7.0 0` 0 80.0 80.0 375 4 4 z = 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 125 36.3 4 6 650 65.0 65.0 85.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 -" 4 8 fi5.0 65:0 •65.0 70.0 70.0 ° 70.0 70.0 80.0 80.0 80.0 80.0ffi$ 50.825 5 4 A ° 65.0 65.0 700 70.0 70.0 700 80.0 800 80.0 80.0 5 4 65: ; > as-5.0-L-7- 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 . 5 5 6 .0 55. 65.0 65.0 70.0 70.0 70.0 700 80.0 80.0 80.0 80.0 4 , 5Q.- 5 8 "!a 0 65.0 65.0 700 70.0 70. 70.0 .0 80. 800 $ z 58 1 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 800 37 68 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 1 80.0 e gg d 53.125 58 5 6 65.0 65.0 65.0 85.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 1 80.0 74 M 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 800 80.0 26.5 63 8 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 0.0 37 6 4 65.0 65.0 65.0 85.0 70.0 70.0 70.0 70.0 80.0 800 .0 80.0 80.0 ��tnlnq kl��eeee 63 6 6 r= 0 . 66 85 0 85.0 70.0 70.0 70.0 70 0 80.0 80.0 80.0 80.0 ♦�o,�� 0..••"•'•••••.NiO0000 4 6 8 65 Q N j fL 66.0 65.0 65.0 700 - - - _ - -g•, '• Notes s . I.> SEE sHEisc s FOR cLaz<NC TYPES. DETAILS & 3I.ICONE OPTIONS. ��lyhg�unan E.) STANDARD ML USED ON WINDOWS WITH +90.0 DP AND BEIaW cam • `•� ,. (C• (WINDOWS WTPR GLASS TYPES A B. C. & D7 ACOWIM °MO 20 ILL RISER - OPTMNAL g O 3.) SILL WITH RISER ADAPTER ARE, FOR WINDOWS ABOVE +90.0 DP /.� �\ OAO a APPLIED WITH SILICONE (WINDOWS WITH GLASS TYPES 'E. & F') AND +80.0 DP MAXj�; FOR >� AHiIVE +700 PSF \\ '• ADDITIONAL ANCHOR REQUIRED AT FRAME HEAD & SIM ON v/ \v DSO � (+SU DP MAX.) • ••• WINDOWS WITH DP ABOVE 90.0. (SEE ELEVATION AT SHEET 2 OF 10) Q� .� 4.) WINDOWS WITH A. ��` �� OSeje {I GLASS TYPES C. OR 0' INSTALLED ADM SOFT. IN THE HVH& THE I.G. EXTERIOR LTTE SHALL BE TEMPERED. p`f,"♦ c IDt DESIGN LOAD CAPA SP - XOX WINDOWS with Un-E uaI to (114-112-114) xB�vtslm +/-P 8 FRAME SIZE a� Jamb 8 H & S Glaes T "B" 2 G lase T "C° (*2) Its T s D" (*2) Qlasa T e "E" (*31 lass T e °F" ' 3 Qlass T °G" • 2 WIDTH HEIGHT Anchors Anchors + f - sf + t + o° lii2 - f + of - f + st - f + f f 4 y $0 24 3 7 $0.0 80.4 80.0 80.0 65.0 7fi.0 85.0 75.0 52.0 b2.0 85.0 75.0 72 84 24 24 3 7 80.0 80.0 80.0 80.0 85.0 75.0 85.0 75.0 52.0 52.0 65.0 75.0 y 3 8 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ism o -c o 9B 24 3 1d 80.0 B0.0 80.0 80.0 85.0 75.0 85.0 75.0 b2.0 52.0 65.0 75.0 108 4 11 80.0 .d �.0 65.0 75.0 65.0 75. 52.0 65.d 75.0 .. �, a d w x 60 72 38 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 � 38 3 3 7 8 $0.0 70.0 80.0 75.0 80.0 70.0 80.0 65.0 75.0 6b.d 75.0 52.0 52.0 65.0 75.0 z Sx 75.0 85.0 75.0 65.0 75.0 fi2.0 52.0 65.0 75.0 Bd o 96 36 3 10 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 g 108 36 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 fi2.0 65.0 75.0 o ? 60 72 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 7b.0 52.0 52.0 65.0 75.0 84 98 48 46 4 4 8 10 b2.0 52.0 52.0 52.0 65.0 85.0 75.0 75.0 85.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 60 48 0 4 S 11 7 - 52.0 52.0 52.0 52.0 85.0 75.0 75.0 65.d 75.0 52.0 52.0 65.0 75.0 .0 65.0 75. 52.0 52.0 8 .0 75.0 72 84 60 60 5 5 7 62.0 52.0 65.0 75.0 85.0 75.0 52.0 52.0 65.0 75.0 o 8 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 66.0 75.0 '4 °x 96 108 BQ 6 10 52.0 52.0 85.0 75.0 65.0 75.0 52.0 52.d 85.0 75.0 M 80 5 11 - - 52.0 52.0 65.0 75.d 65.0 7fi.0 52.0 52.0 65.0 75.0 o° 74 28 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 q n c 74 38.375 3 7 80.0 80.0 80.0 80.0 8fi.0 75.d 65.0 75.0 52.0 52.0 85.0 75.0 74 50.825 4 7 70.0 75.d 70.0 75.0 85.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 58 5 7 - 52.0 52.0 65.0 75.0 85.0 75.0 52.0 52.0 65.0 75.0 74 83 fi 7 52.0 52.0 6b.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 26 3 9 52.0 85.0 7b.d 65.d 5.0 52.0 52.0 65.0 75.0 78.5 78.5 38.375 50.825 4 4 9 9 52.0 52.0 52.0 52.0 85.0 65.0 75.0 65.0 75.0 52.0 52.d 65.0 75.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 78.5 58 5 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a s 79.5 83 5 9 52.0 52.0 85.0 ' 75.0 65.0 75.0 52.0 52.0 85.0 75:0 10625 28 3 11 52.0 5 .0 65.0 75.0 .0 75.0 52.0 S2. 65.0 75. 65.0 106.25 38.375 4 11 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 75.0 10625 50.825 4 11 52.0 52.0 65.0 75.0 85.0 75.0 52.0 52.0 85.0 75.0 111 108.25 fib 5 11 52.0 52.0 52.0 65.0 75.0 65.d 75.0 52.0 52.0 85.0 75.0 10825 63 5 11 5 . 52.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 26 3 1 - 52.0 =0-670- �?••• '••�0��i e Notes * BEE tBeploft d.. 1.) SIIEET 9 FOR Oumo TYPES, DETAILS & SILICONE OPTIONS. R- 8.) STANDARD SUL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH OLASS TYPES -A. B. C. & D' Ode C B) BILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP 20 SIL! RISER - �7I�IAL 1 (WINDOWS WITH CLASS TYPES -E. & F'1 AND +80.0 DP MAX APPLIED ABOVE +70.0 P I FOR >� ABOVE *70A PSF • ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 2 j C+80A DP MAX) �.• > •* .•.• ,s 4.) WINDOWS WITH GLASS TYPES -A. C. OR G" INSTALLED ABOVE SOFT. ��\` ®s8 �TOf�� IN THE HVHL THE LO. EXTERIOR LITE SHALL BE TEMPERED. �i� XOX - I7° -Faunl Llte d. A xB�vtslm No I 75.0 65.0 75.0 52.0 52.0 65.0 75.0 119 38.375 4 11 52.0 52.0 6fi.0 75.0 65.0 75.0 fi2.d 52.0 8b.0 75.0 111 50.625 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 85.0 75.0 111 58 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 5 11 5 . 52.0 65. 75.0 85.0 75.0 5 . 52.4 66. 75.0 xB�vtslm No I >FJ - XOX W6VAOWS with Equal L/te (1/3.1/3 -1/3) DESIGN LOAj +/- Pressrtres (061 FRAME SUE # Jamb Anchors # H S S Anchors Glass T 'B" (* 2 ) Glass T pe "C" (" WIDTH HEIGHT . + psf I - psf + pd pst 60 24 3 7 80.0 80.0 80.0 80.0 72 24 3 9 80.0 80.0 80.0 80.0 84 24 3 9 80.0 80.0 80.0 80.0 60 38 3 7 70.0 75.0 70.0 75.0 72 36 3 9 70.0 75.0 70.0 75.0 84 38 3 9 - 52.0 52.0 60 48 4 7 - - 52.0 520 72 48 4 9 - - 520 520 84 48 4 9 - - 520 520 6o 60 5 7 - 52.0 520 72 60 5 9 - - 520 52.0 84 60 5 9 - - 520 520 53.125 26 3 6 80.0 80.0 80.0 80.0 53.125. 38.375 4 6 80.0 80.0 80.0 80,0 53.125 50.625 4 6 70.0 75.0 70.0 75.0 53.125 58 5 6 - 520 520 53.125 63 5 6 - - 520 520 74 26 3 9 80.0 80.0 60.0 80.0 74 38.375 4 9 - - 520 52.0 74 50.625 4 9 - - 520 520 74 58 5 9 - - 520 5200 74 83 5 9 - - 520 520 79.5 26 3 9 80.0 80.0 80.0 80.0 79.5 38.375 4 9 70.0 75.0 52.0 520 79.5 50.625 4 9 - - 52.0 52.0 79.5 58 5 9 - - 520 520 79.5 63 5 9 - - 520 520 84 26 3 9 70.0 75.0 70.0 75.0 84 38.375 4 9 70.0 75.0 520 52.0 84 50.625 4 9 - - 52.0 52.0 84 58 5 9 - - 520 520 84 63 5 9 - - 520 520 Notes • ' 1.) SEE SHEET 8 FOR GLAZING TYPES, DETAILS & SILCONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES A. B. C. & D') 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES 'E. & F') AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SUL ON WIDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH CIA= TYPES "A. C. OR 0" INSTALLED ABOVE 3OFT. IN THE HVHZ. THE IA. EXTERIOR LITE SHALL BE TEMPERED. >FJ - XOX W6VAOWS with Equal L/te (1/3.1/3 -1/3) m +/- Pressrtres (061 "D" (* 2 G Glass T "E" (* 3 ) G Glass Type "F" (* 3) G Glass T "G" (* -psf + +psf + + + + psf . .psf m 75.0 6 65.0 7 75.0 5 52-0 5 510 6 65.0 7 75.0'^ i i 75.0 6 65.0 7 75.0 5 520 5 52.0 6 65.0 7 75.0 3 75.0 6 65.0 7 75.0 5 52.0 5 52.0 6 65.0. 7 75.0 75.0 6 65.0 7 75.0 5 520 5 52.0 6 65.0 7 75.0 Z 75.0 6 65.0 7 75.0 5 520 5 520 6 65.0 7 75.0 65.0 75.0 65.0 1 75.0 520 520 65.0 75.0 85.0 75.0 65.0 75.0 52.0 520 65.0 75.0 65.0 75.0 65.0 75.0 520 52.0 65.0 75.0 65.0 .75.0 65.0 75.0 520 520 65.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 65.0 1 75.0 65.0 75.0 52.0 520 65.0 75.0 65.0 1 75.0 65.0 i 75.0 520 520 65.0 750 $9 s a � o �w I N 00 I'll 75.0 65.0 75.0 520 9E-0- 65.0 75.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 75.0 65.0 75.0 520 520 65.0 75.0 75.0 65.0 75.0 52.0 52.0 65:0 75.0 „ 75.0 65.0 75.0 520 520 65.0 75.0 1 75.0 65.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 520 520 65.0 75.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 75.0 65.0 75.0 520 520 65.0 75.0 Q,f?.•aN,4,� PRODUCTRRVL4$D O•.••'• •'••�� w C=Oft VAM *A ndit • O BY --i-,@SILL RISER - 13PTMNAL Q 0' APPLIED VITH SILICONE t FOR DP ABOVE +70.0 PSF 080.0 DP MAX.) •�•' ..• f0 0 $9 s a � o �w I N 00 I'll 75.0 65.0 75.0 520 9E-0- 65.0 75.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 75.0 65.0 75.0 520 520 65.0 75.0 75.0 65.0 75.0 52.0 52.0 65:0 75.0 „ 75.0 65.0 75.0 520 520 65.0 75.0 1 75.0 65.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 520 520 65.0 75.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 75.0 65.0 75.0 520 520 65.0 75.0 Q,f?.•aN,4,� PRODUCTRRVL4$D O•.••'• •'••�� w C=Oft VAM *A ndit • O BY --i-,@SILL RISER - 13PTMNAL Q 0' APPLIED VITH SILICONE t FOR DP ABOVE +70.0 PSF 080.0 DP MAX.) •�•' ..• f0 0 PRODUCTRRVL4$D O•.••'• •'••�� w C=Oft VAM *A ndit • O BY --i-,@SILL RISER - 13PTMNAL Q 0' APPLIED VITH SILICONE t FOR DP ABOVE +70.0 PSF 080.0 DP MAX.) •�•' ..• f0 0 HS -6700 FLANCS W WINDOW BHd. O OF mATERL►LS PTBI/ P PART' / R R1dQD. D D8T3CRIP7'ION l lt61lARitB &1FLE%/XtEPSgPE Bp •sGLGTIa• a mom• nAtrrc NTERLArEa 3 Va• ANNEAED GLASS &1TACITE WB ey+ •OYPmTT 9 I/8' 16AT- STREN[AITEAD:D ON19S s VB• A/01EALED 61A45 04 Aa.a � X V0' ANNEALED GLASS m 33 19 ALUMINUM MULLION FLIS X 3014* SIM AT HEAD. PHILLIPS FRAM SEE MULLION APPROVNS FOR (SEE ELEWTION AT SHEET 12 i Wll10Ai TYPE, SU'E ANO MAX. FOR VAX. FASTENER SPACING AN q •SD.ICaff GPTIOIDi•. DF31AL PRESSURE IN. THICK) DP TABLES FOR MAANTITY) -IPJ�D 9731 (ALUM. 0.070' MIN. THICK) TREICD 9'ECI41Ot 8 N� 0 h a600• DEPTH NOTE THE LOWER PRESSURES OF M T i w THE WINDOW OR MULL SHALL GOVERN D(TBRIO �m O o m o pOOZtt `pC m IO i d QQ S EXTERIOR GRADE WO•IOOW FRAME PERIMETER CAULKING q EXTERIOR z FRAME MULLING DETAIL 0 0, 7raaT SEE MUUM APPROVAL$ FOR EF.. WILLION TYPE. DESIGN P LmaTATATIOIIS 04 � W NOTE THE LOWER PRESSURES. OF A THE WINDOW OR MULL SHALL /XWET01 114' MAX / 12 SA.S X 1. 1/4- L INTERIOR is ETLJASlAT I ,9 T FOR rA%. FASTENER t7 'StLMGK GPTIDNri DOH CORNND a" TT SCM.EE- NORENEAD 474, CAW TRIDCD SPECTRUM 8 sINISCRIPIrm PERDU WINDOW FRAME NOTE: sFaIroIT EXTERIOR T' MAL TO BE P�aNMrm ORPLATED. —000 2 METAL STRUCTURES; t� A) STEEL : Fy - 36 KSI MN. n®! (STEEL IS GA UK THICK - 0.Oa-) MASS INSULATRIT II) ALUMINUM : 0063 -TS MN. $ $ (ALM 0.070' MN. rMICit) � QMETAL STRUCTURE ATTACHMENT DETAIL L� 1X1 LLd�y�: y O V• PROMfOr ' a as xa / • tN) vDIDOVS WITH CLASS TTPES •a C. DR 0• INSTALLED ABOVE 30FT. "...N. IN THE HVN2. Tiff M EXTERIOR LITE SHALL BE TENPERM B'11 P !7!!11!1! GLAZING DETAILS AND OPTIONS Al A77A G - Itall GL68 D�pi4M1 DIITIA. uTmuYa BBesmPTDOX 1 VB• aNNEgcD tX.ASS OTT &1FLE%/XtEPSgPE Bp •sGLGTIa• a mom• nAtrrc NTERLArEa 3 Va• ANNEAED GLASS 7BA GLASS CO ON - 11'AI oI118817'DD1, DBL6 08.e STAB. 64NDRU46 I 1/B• IffAT- STRE.XWIENED GLA83 @ OA90- PLASTIC DITERI.ATE4 7 4a�P &1TACITE WB ey+ •OYPmTT 9 I/8' 16AT- STREN[AITEAD:D ON19S 9BD G - TI'MI aTABe DBL6 08.e IAIINAYB 1 t/B• NEAT- STREDWA'EtIED 6L0.44 gpFLE%/IIEEPSIITE � 8 0090' PLASTIC NTERLAW7t 7 1/B• IffAr- 8T�iNTEA£D G. IN 9'HD CO N A R®I 9LLBB tXBC@MU4011 -i�i'� � I 1/B• AWffALED 61.0.45 ■T - — B 08�• Poetic NIERLA4ER ;;ate 118• ANNEILLEO 1iA88 . VY INSULATED AIR SPACE s IN 9'HD CO N A R®I 9LLBB tXBC@MU4011 DSTAO. ® .Ta• � �AYg I 1/B• AWffALED 61.0.45 sAF1.Elt PVB BP •SOLIITM• B 08�• Poetic NIERLA4ER 9 118• ANNEILLEO 1iA88 . VY INSULATED AIR SPACE s VB• A/01EALED 61A45 04 LAMINATED CO N TR TI&T G{ABB DSBC@WTIOX OBIAB. � 4M LANOGtT6 OWN I ve• AiRBALED MASS PV8 8r 'OVPQIT• 8 0040• PLA4Trc INTEg1.AYER 9 1/B•1000:aatED DLASS 7T• {- . uM INSULATES AIR SPACE Aa.a � X V0' ANNEALED GLASS m 6 lT@w NA68 D1i1�B DHLO. � a5o GWOrA7R 1 nvs Dr •DUP@/T• @ OD90' PLASTrc 3 1/8• NEAT- STRE2D MASS VY ,NSIX.ATEO PACE 8 ue• aIDIEALED ou FRAME HEAD L -7703 FRAME FD(ED JAMB L -7901 SDL TRACK L -8702 FRAME O i FRAME TOP CORN � A HA63 E44 0 09 � SDL RETAINING CLIP L -8708 Asa � 4439 I0 1A66 462 VEW TAR RAn FRUM JAUR - - _a 8 c9 0 yp FRAME SILL L -8701 O FRAME VENT JAMB L -5703 O 24ao O FRAME BOTTOM CORNER s�uv u6rnRe a � S VENT 39 RING LATCH 468 ° VENT TOP CORNER R!• \.` � �\ t A 462 A62 u23s \, Ym LOCK RA^_ r}�•p�j O O m 2ASS co x .7so A98 i j i 1.1 j 5 VENT INPERIACK RAIL L -7708 L-77 MEETING RAIL L -77� VENT TOP /BOTTOM RAIL L -7707 Ra $a Abe 304T gontsm RAn ! FRAME SILL MEETING caeur Rn� O 9gg i8C ffi 4 i d6 468 84g 62 E48 1.378 462 uss F" VENT BO OM CORNER - 6 FRAME &SASH CORNER ASSEMBLY DETAILS VENT JAMB RAIL L -7708 SELL ANCHOR CLIP L -8830 GLAZING BEAD L -7711 ADDAAPTEER R L -8708 0p04yU011tf1ff1,, 000 •4.wS*111jg♦♦ 32 GLAZING BEAD 71 78 20 .soo a�i ♦ ♦ii 2.000 4430 462 .ms 494 � 279+ 450 '� PRODUCT RBVISBO �cmrtplykgwlthWOlM1mIdB � BO8db *codb o gCCefteA00i10 • � °• 0 17 'y�S�G Q Q • % • O4 •. f.a3s .773 -� .773 -.i 450 BY BBBpB ° ®a ood ° °° (A a MIAMFD W MIAMI —DADE COUNTY, FLORIDA PRODUCT CONTROL, SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 331752474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA} www.miamidade.8ov /pare/ Labrador* Fundom Corpdba V-& V Windows '2355 W 4" Avenue 11lileah, :FL 33010 -1454 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County PERA- Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIIPTION:_Serles "300'11 Outswing 81011 Glazed Aluminum Entrance ReQr = :.M. L APPROVAL DOCUMENT: Drawing No. W10-08, titled "Series Aluminum Out —Swing Entrance Door sheets 1 through 12 of 12, dated 02/24 /10 with revision "C" dated 11/22/11, prepared'by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami Dade County Product Control Section. MISSILE IMPACT RATTING: Large and Small Missile Impact Resistant. LIlVIITATIONS: 1. The maximum positive exterior design pressure shall be + 6630 psf where water infiltration requirement is needed. .2. Glass lite wider than 36" shall be supported with approved setting blocks or clamps per FBC requirements. 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 No. 104406.04 and consists of this page 1, evidence pages E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 12---0113.02 Expiration Date: September 01, 2013 Approval Date: April 19, 2012 Page 1 Labrador & Flmdora Cora dba V &_V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1.' Manufacturer's-die drawings and sections. ( Submiaed under previous NOA No. 10-0406.04) 2. Drawing No. W1048, titled "Series Aluminum Out -Swing Enhance Door (LL.M.L) ", sheets 1 through 12 of 12, dated 02/24 /10 with revision "C" dated 11/22/11, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 --94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, Type "C" swing door, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM F 842-04 along with marked up drawings and installation diagram of an Aluminum outswing French door, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF -0403.0248, dated 01/18/10, signed and sealed by William R Mehner, P. E., Henry Hattem, P. E: and- Vniundo J.-Largaespada; P. E. (Submitted under previous NOA No. 10-0406.04) C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC -2007, dated March 18, 2010, prepared by Al- Farooq Corporation, dated 08/10/10, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 10-0406.04) 2. Statement letter of conformance and compliance with the FBC -2010, prepared by Al Farooq Corporation, dated 11/21/11, signed and sealed by Javad Ahmad, P. E. 3. Glazing complies with ASTM E1300 -04 �. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/2011, expiring on 12/11/2015. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-V13.02 Expiration Date: September 01, 2015 Approval Date: April 19, 2012 E -1 Labrador & Fundora Corn dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS ........:...... 1. Statement letter of conformance, no financial interest and compliance with the FBC 2010, prepared by Al- Farooq Corporation, dated 11/21/11, signed and sealed ' by Javad Ahmad, P. E. 2. Statement letter of no financial interest, conformance and compliance with the FBC 2007, prepared by Al Farooq Corporation, dated 04130/10, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 10-0406.04) 3. Asset purchase agreement dated July 28, 2009, signed by Mr. David Labrador and Mr. Candido D. Vega. (Submitted under previous NOA No. 10-0406.04) 4. Laboratory compliance letter for Test Report No. ATLSF- 0403.02 -08, issued by American Test Lab of South Florida, dated 01A8 /10, signed and sealed by William R. Mehner, P. E.? Henry Hattem, P. E. and Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. Y0- 0406.04) G. OTHERS 2. Notice of Acceptance No. 10- 0406.04, issued to Labrador & Fundora Corp dba V & V Window for their Series "300" 810" outswing Glazed Aluminum Entrance Door - L.M.I. ", approved on 09/01/10 and expiring on 09/01/15. r• a Jaime D. G a si?bp, P. L Product Control Section Supervisor NOA No. 12 -0113.02 Expiration Date: September 01, 2015 E -2 Approval Date: April 19, 20012 HEAT STREWD CLASS -.OW KMLAYER BUTACTIE PVB BY 'WPONT' r•1 1e HEAT STREWD PASS W � 20 \ � 28 GLASS TYPE 'A' 8/18' GVTRNLL LAM. CLASS GLAZING OPTIONS HEAT STREN'D CLASS 090' INTERIAYER BUTACRE PVB BY 'DUPONT' r3 118' HEAT STREWD GLA45 PECARA 898 2D 1 \ 28 1 GLASS TYPE 'B' 711V OVERALL LAM. GLASS 4 a z gsI THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRIM. ,ALUMINUM OUTSWING ENTRANCE DOO SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOM SEE SHEET 2. IRS ppii h° _ SINGLE (01X) AND DOUBLE (O/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 4. SINGLE AND DOUBLE LEAF DOORS WITH SIDELTTES AND TRANSOMS SEE SHEET 5. Ai> It LOWER VALUES FROM SIDELTTE CAPACITY CHART OR DOOR CAPACITY WILL ? J APPLY TO ENTIRE SYSTEM. $ �"�i a DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING I-W VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISPED, SPACED AS MOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A I= DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS NCLUDNG BUT NOT L WTED TO ETAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2010 FLORIDA BLDG. CODE SECTION 2003.8.4. 9r. MAD WAG E1A CIVIL 2 P.Rom (:P RIIAM '36ie' esoomplytngwpHOieP1 A No v. H 2j -V � I drawing n0. W10 -08 39 5 1a' M L 78° MAX. FRAME WID7H FRAME WDTR 12' 12° Z 3 5° MAX. 5° MAX MAX. A eEAD /say a a p / a CORNERS cxiRNERS ; - - -•� READ ANCHORS a n AT STU ENDS It // I (b) AT 3° O.C. II // I X77 Qy C = '=-J'i _- 0.Q AlI \ N O mil I m M it p, ,t 11 \ 1 f3 e� SURFACE �213/1 SURFACE APPLIED 1283�1e� FALSE MUNi1NS OR FALSE MUNTINS OR ge 3 r DECORATIVE GRID ° WAX. /O DECORATIVE ORIW. MAX. 28 3/4' MAY MAX. 10 FFSS p> D.L OPa IdAY EIE USED D.L. OPO. D.L. 38 3/4° WAX. 38 3/4' MAX, O LEAF WDfR LEAF WDTH (X) (XX) DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY - PSF SINGLE DOORS NITHODT TRANSOM M DOURLE DOORS WrMOUT T86N90M (%1tj DOOR DIMS. GLASS TYPE GLASS TYPE DOOR DIMS. GLWS TYPE GLASS TYPE NOTE: A' �' GLASS CAPACITIES ON THIS SHEET ARE WIDTH t FRAME EXL(+) 8H1 ( —) EXT.( +) mrL( —) WmTH F HI FXL(+) eHC( —) EXi( +y WT.( —) BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION io e 72' ee• 7o•D eao Tao eo.o DECLARATORY STATEMENT DCA05— DEC -219 $ a �•3 7 78' 883 75.9 88.3 75.5 nx PE g<m� o b Engr• V D a �� + i O CM8 UwwNU ide R — >s A No 11 �so 2 o �Q \1 drawing no. W10 -08 I sheet 2 of 12 II F \ C E II 1 y� �d \ 11 / / a I / ACTNE 9HACTroE S /8° MAX. 78° MA%. M u FRAME WIDTH FRAME WIDTH 3 Z 35" 71 S/16° Q D.L OPG. 12° D.L. OPG. }y a 12• 1GG S• MAX. I MAX ° MAX FREW S MAX. N ALUM F ENF. CORNERS st HCO Su q g v d' o g h (2) ANCHORS ANWORS c AT TRANSOM ENDS /-AT TRANSOM ENDS �S Q H — •� j� G sDIGLE DOORS / DOUBLE DOORS Q ice .'- LL yasa it n / 1 II - 1 II I \ii t � ��'lz. II \ I 1 ACTWE ' �Q ' SURFACE APPLtfD B �" SURFACE APPLIED - FALSE MIHJTWS OR Za�,j FALSE MUNTINS OR c DECORATNE GRILL 28 3/4° MAX. tO DECORATNE GRILL 28 3/4• MAX. 28 3/4" MAX. 10 g MAY BE USED D.L. OPG. MAY BE USED 1 S D.L. OPO. D.L. OPG. 38 3/4° MAX. 38 3 /q• bfAX. $ NOTE: tF LEA F w�7H GLASS CAPACITIES ON THIS SHEET ARE (O/X) (O/XX) 13ASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION IN DECLARATORY STATEMENT DCA05- DEC -219 m DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY - PSF SINGLE DOORS WITS TRAN80M (0/>h DOUBLE DOORS WITD TRANSOM (O/%1L) § GLASS TYPE GLASS TYPE GLA88 TYPE GLASS TYPE Elwrl AO AHMAD n .o DOOR DW& 'A' 'B' DOOR DIMS 'A' .B• , Flq: pE 7892 HEIGHT OR( +) W.( -) EXT.( +) W-( -) EXT.( +) INL( -) O(C( +) UIL( -) CAPU3838. PRODUCPR,BVLSRD '7 -S /8- 120 70.0 80.0 70.0 au 72• 1zo' 70.0 80.0 3a -s /g 88.3 75.8 88 3 7s9 78• 88.3 73.8 88 3 78 9 �Q1� 5 drawing no. . N�vRAmLD JaPro act Control '1 W10 —OB sheet 3 of 12 �o 1 1 � 0 0� O N I \ \ii I ACTP/E BJACTIVE DEBIGN LOAD CAPACITY - PBF SWWrES WITH SINGLE OR DOUBLE LEAF W= WITHOUT TRANSOM SMEUTE WIOTH MOM FRAME HEIGHT GILASS TYPE 'A' GLASS TYPE 'B' SmELTTE W/O RMF. I 13TOITLYCE H/ ALUM EEDw SmRLLTR W/O REDW 6TDELITE B/ ALUM MW 00*U EXf.( +) I W.( -) IXC( +) I W.( -) EXT( +) OR.( -) Off.( +) -( -) 24 28 32 38 40 80 7011 8011 70.0 1 80.0 70.0 80.0 70.0 804 704 80.0 7011 80.0 70A 80.0 7011 80A 70.0 804 70.0 80.0 7" 80.0 70.0 80.0 70.0 8011 7011 80.0 70A 8011 70.0 80.0 1 704 80.0 70.0 80.0 7011 8fl o 70.0 60.0 24 28 32 38 40 84 7011 80.0 7110 80.0 7011 80.0 70.0 8011 70.0 8011 70.0 8011 7011 80.0 70.0 804 70A 8011 7011 80.0 MA 80.0 70.0 804 70.0 80.0 7" 80.0 70A 80.0 70.0 80.0 704 Boa 70.0 80.0 M.0 80.0 70.0 8" 24 28 32 38 40 90 7110 8011 70.0 80.0 70.0 80.0 70.0 80.0 704 874 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 7011 80.0 704 8011 7011 804 70A 80.0 7011 80.0 70.0 80.0 70.0 80.0 7011 80.0 70.0 80.0 70.0 80.0 24 28 32 38 96 704 78.8 70.0 80.0 70.0 78.8 704 80.0 7011 71.2 70.0 80.0 70.0 71.2 7011 MD 87.4 87.4 70.0 80.0 87.4 87.4 70.0 80A 84.1 "A 70.0 78.0 84.1 84.1 70A 804 NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELJTE CHART WILL APPLY TO ENTIRE SYSTEM. 148' FRAME WIDTH CLUSTER OF 31 3/8' 12" (4) ANCHORS MAX D.L. OPG. 0 3' AT HUM/SILL 0 I I I•l 1 1I i I till �I I I I I ' FASURFACE AP PS L OER D DEORALIVE O 2B 8 � 3/4" MAX. 28 3/4` MAX MAY BE USED D.L. OPG. D.L OPG. SNFI.ITE WOO 38 3/4' MAX. MAX. Af.UN REWF. SEE CHART AT LEFT LEAF WITH USE AS PER CHART (OXXO) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION Q DECLARATORY STATEMENT DCA05- DEC -219 �Otv 00 K 8� n 0 ca 4� 01120 v°P��4om o Y amtving no. W10 -08 11 Al (D- \\ -1 u n I 11 1 I 1 ft ACM IN am ' FASURFACE AP PS L OER D DEORALIVE O 2B 8 � 3/4" MAX. 28 3/4` MAX MAY BE USED D.L. OPG. D.L OPG. SNFI.ITE WOO 38 3/4' MAX. MAX. Af.UN REWF. SEE CHART AT LEFT LEAF WITH USE AS PER CHART (OXXO) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION Q DECLARATORY STATEMENT DCA05- DEC -219 �Otv 00 K 8� n 0 ca 4� 01120 v°P��4om o Y amtving no. W10 -08 DF.9I6Pt LOAD CAPACITY - PBF ,as° NaM W/ Spr01.E OR DOUBLE LEAF DOORS W/ TRAti30 FRAME tYIDT11 4% GLASS TYPE 'A' TYPE °B' MASS (()) FOR IDSIAUA710IJ�s1N10 W000 31 3/8' 71 B /18° 31 3/8' SMEUTE YADIFI FRAME SID,3L1T$ 81DIiLTPB HEIOI,f / B'17,. 1DSD�II+'. /57.7. RBIIVF. AND THRU WOOD BUCKS ONLY-,, CLUSTER OF (8) FOR FOR ALL OTC INSTAI�A7M D.L. OPO. D.L. OPO. D.L. OPO. Z � g INCHES za INgi6S p(T,( +) yam,( -) ' EXr.(+) M!L( -) roo eo.o 70.0 eao 2 ALUM REPlF. 3° Al2' 12• ze 70.o Boo roA Bao U - rm F sari 32 u 70.0 BOA roA 80.0 - - 3s 7oA BoA roA eao ao 70.0 80A 7aa eoA '- - - n as 70.0 BOA 70.0 �.0 24 ze 32 38 t� 70A 7J.8 70A ze roo BOA roo BOA Tat roA ro.t 86.H 88.8 88.8 s&B 32 toe 7oA BOA ro.o BO.o 83.9 38 70.0 B0.0 70.0 80.0 s SS 40 70.0 BDA 7OA 80.0 24 70A BOA 70.0 BOA 2B roA 8Q0 70.0 BOA 32 toB 7oA Boo Tao Boo 38 7oA eoA 70.0 �.o u 40 76A BOA 70A BDA 24 70.0 80A 7a0 80.0 1 E 28 tta roA ao.0 Tao eoa / \ 3z 7QA Boa 7oA so.o �g ss 7oA n.a 70.0--77.4 tb; II 1 L111, STEEL � y u l I I - _ - •� ACM OJACTIVE MDEUTE WI TH DOOR WIDTH FALSE SURFACE AM OR -- _ B / .1 ° OEC071� U GRILL 26 3/4' MIAK. 28 3/4° MNL ANCHORB $ Ed �ii D.L. OPS. D.L. OPa AY SILL NOTE: STEM REINF. USE AS PER CHART 38 3/4• MAX. FOR DOORS CAPACITIES SEE SHEET 3. LEAF WIDTH o 0 FOR SIDELITE CAPACITIES SEE CHART ABOVE. j LOWER VALUES FROM DOOR OR SIDE M CHART T3 WILL APPLY TO ENTIRE SYSTEM. < m v o tt �:� Ao i sss� NOTE- Wall &A Fludda IVo 2-01 �J.O GLASS CAPACITIES ON THIS SHEET ARE /5 BASED ON ASTM E1300 -04 (3 SEC. GUSTS) drawing no. AND FLORIDA BUILDING COMMISSION W10 -08 DECLARATORY STATEMENT DCA05 -DEC -218 ontroT • 1 sheet of 12 24 ze 32 38 t� 70A 7J.8 70A 73.8 7oA Tat roA ro.t 86.H 88.8 88.8 s&B 83.9 83.9 I WOOD BUCK .�:.. gib•. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL .ANCHORS: sm a". FOR SPRIG 1/4" DUL TAPCON BY 'I'iW OR (Fu =120 KSL FY-92 KSO 1/4" DIA ULTRACON BY ,ELCO, (F..m K51, Fy—m KS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -318" MIN. PENETRATION INTO WOOD THRU Iffy BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONIC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY ,#14 SMS OR SELF DRILLING IN SCREWS (GRADE 2 CRS) INTO MIAMI —DADS COUNTY APPROVED MULLIONS (MIN. THK. _ .090') INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOW STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS Po — 3000 PSI MW. C -90 HOLLOW/RULED RWK AT JAMBS Pm - 2000 PSI MN. SEALANTS: GVIL' • , FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL FiA,!PE 9 7nssa.. METAL PARTS CONNECTIONS SEALED WITH PTI SILICONE. WEEPS; all. 3/16" X 3/4" WEEP SLOTS AT 3" FROM EACH END V.` $� n o11 0 U�g U ob o '3e. .55allo DOOR DETAH.S 0 N , 9 amwing no. W10 -08 "Elf TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL .ANCHORS: sm a". FOR SPRIG 1/4" DUL TAPCON BY 'I'iW OR (Fu =120 KSL FY-92 KSO 1/4" DIA ULTRACON BY ,ELCO, (F..m K51, Fy—m KS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -318" MIN. PENETRATION INTO WOOD THRU Iffy BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONIC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY ,#14 SMS OR SELF DRILLING IN SCREWS (GRADE 2 CRS) INTO MIAMI —DADS COUNTY APPROVED MULLIONS (MIN. THK. _ .090') INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOW STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS Po — 3000 PSI MW. C -90 HOLLOW/RULED RWK AT JAMBS Pm - 2000 PSI MN. SEALANTS: GVIL' • , FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL FiA,!PE 9 7nssa.. METAL PARTS CONNECTIONS SEALED WITH PTI SILICONE. WEEPS; all. 3/16" X 3/4" WEEP SLOTS AT 3" FROM EACH END V.` $� n o11 0 U�g U ob o '3e. .55allo DOOR DETAH.S 0 N , 9 amwing no. W10 -08 ro4% „4• MAX SHIM © O "SH� ,BY Z METAI. SMLICT RE .. W000 BUCK 1B 20 LL ry h irPIDA,. ANCHORS SEE SPACING vP RS 333 g & • G� o ��g O EXTERIOR 1 8 17 17A D.L.O. 7 LEAF WOM FRAME WIDTH a 1/4° MAX SHIM •$ o ;� ri 2BY WOOD OR 1 a: 20 O TYPICAL. ANCHORS +•.• •. ' SEE ELEV. . - FOR SPACING - ' ;•.7 o • • 1 18 6 O.LO. TYPIM ANCHORS g g s '•'' ”` 17 17 7 B SEE ELEV. FOR SPACING LEW WUT11 EXTERIOR FRAME WIDTH s '1 EW JAVpAVO MAO'. i 70692 A N O � VA • �, i b �,,.'�� &Oz a8� Y •13 v , �d Of7 drawing no. DOOR DETAILS W10 —OS sheet 7 of �Q rAWA ANCHORS SEE ELEVATIONS FOR SPACING o 2, Sm °n to °ficg g4� > „e• MR ,o PENETR413IXT 21 1/4' IAAX.• . g DOUBLET(p SHM(. H tp3 DOORS ONLr� Tj 20 y� 10 z >1 !i I I 18 1YPICAI. ANCHORS i� SEE a&. FOR SPACING - all, FRAME WIDTH CM f�ny1 0 FM� JDJ6 %�� ,M aewmpl9i�tv(B�Orol+lmil� it yg Of$ drawing no. Dy W1 � —O8 TRANSOM DETAILS"��101 sheet 8 of 12 TYPICAL ANCHORS SEE ELEVATIONS FOR SP`GllG 01 Z L Ilk #1a 0 X I 3 e FH TEKS A T FROM ENDS AND 24" D.C. MAX 0 OL D.L. OPQ, DOORS W/b TRANSOM CAN BE LL RCING 8 I/V- MAX* WITH ORVITHOUT #10 x 3V4" FH MCS DOORS STEEL RERT. ONLY SHIM AT 10 FROM ENDS SEE SK D 5 FOR CAPACITY AND 2e D.C. MAX fif > /lD 4� FOR SPACING D.L. GPO. D.L.O. 4 LEAF Wum 4121 11 FRAME vim 10 a 47 J 1 1( 21 FLA. PE ra92 CTREVISED 6 1 • CA& with OD& I Nio drawing n rIPICAL ANCHO FSEE ELO Wl O—Oo EVATI NS RS SIDELITE D 8 FOR SPACING E=TAHS it I shoot 9 =0fl 2 LOCKS: rer. OPTION Bt• 3 POINT LOCK ASSEMBLY BY 'SULLIVAN AND ASSOC.' 7/18° X S" THROW BOLTS AT TOP AND 807110M ENGAGING FRAME AT HEAD AND SILL THROW SOLIS ATTACHED TO LOCK BY CONNECTING RODS LOOK LOCATED AT 52 -3/4' FROM BOTTOM LOCK HANDLE AT 49 -1/2' FROM BOTTOM OPTION 42• CONVENTIONAL DOOR LOCKSET WITH HANDLE BY 'SULLIVAN AND ASSOC.' LOCATED AT 39" FROM BOTTOM KEY OPERATED ON DOETBOR AND THUMB TURN ON INTERIOR THROW SOLT LOCK BY 'SULLIVAN AND ASSOC' LOCATED AT 48" FROM BOTTOM INACTIVE LEAF CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2' X 2" THROW STS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10 -3/4' FROM TOP AND BOTTOM LOCK FASTENED TO STELE WITH (2) 38-32 X 1/2' FH MS NOTE: LOCKS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. HINDai �N AtAt: 4-3/4' BALL BEARING HINGES 3 PER LEAF BOTTOM HINGE AT 8 -3/8' FROM BOTTOM RAG. TOP HINGE AT 11' FROM TOP RAIL CENTER HONE AT MNDSPAN HINGES FASTENED WITH #12 -24 X 1/2' FH MS 7- 13/18' THREE PIECE HINGES 3 PER LEAF BOTTOM HINGE AT 8-3/8' FROM BOTTOM RAIL TOP HINGE AT 11" FROM TAX' RAIL CENTER HINGE AT MIDSPAN HINGES FASTENED WITH #10 -24 X 1/2' FH MS TITAM ! PART ! RBOD. DISCRITMOR ffiATBRTAT. XANF. /BUMP m/mAm 1 V501 3/ DOOR FRAME HEAD /JAMB 9083 -To - 2 V502 1 FRAME SILL 9093 -T9 3 V803 1 SILL COVER 6063 -TB - 4 V804 AS READ. SIDEUTE STILE 8083 -TB 8 V505 2/ LEAF TOP AND BOTTOM RAIL 6063 -TS - 6 V500 1/ LEAF HINGE STILE 8083 -T9 - 7 V507 1/ LEAF LOCK AND ASTRAGAL STILE 6063 -T8 - 8 V513 AS REOD. woo ASTRA AL STILE 8093 -78 9 VIM 2/ LEW SWEEP ADAPTER 8083 -T8 - 10 V509 AS REOD. SIDELITE ADAPTER 8083 -716 11 V511 AS REOD. GLAZING BEAD - 5/10' GLASS 8083 -TB - 11A V517 AS READ. GLAZING BEAD - 7118' GLASS 6083 -TB - 12 V512 AS REDD. REINFORCING STIFFENER SOW-To - 12A AS Imo. REINFOR72NG CHANNEL STEEL l3s I6i 13 2/ LEAF 31ir THREADED, ROD STEEL 14 - - - - - 15 V514 2/ LEAF FLUSH BOLT SUPPORT ANGLE 8083 -T5 1 -1/2° X 1 -1/2° X 3/18' 17 - 3/ LEAF BALI. SEARING HINGE ASSEMBLY - 17A - 3/ LEAF 3 PIECE HINGE, ASSEMBLY - - 18 - - - - 19 AS READ. FN SEAL PILE WEATHERSIWPPINO 20 V516 AS REND. BULB WEATHERSTRIPPING SANTOPRENE DUROMETER 60f8 21 ga X 112' AS REOD. GLAZING ADAPTER SCREWS ST. STEEL PH TEm AT 2" FROM ENDS & a' o.G. MAX. 22 f10 X 2" AS READ. FRAME ASSEMBLY SCREWS ST. STEEL. PH SMS 23 AS RI= SIDE LDE ADAPTER SCREWS ST. STEEL - 24 #8-32 X 1/2' 2/ ANGLE SUPPORT ANGLE SCREWS Sr. STEEP. FN MS 29 - AS REOD. RUMMER SPACER SILICONE - 28 SEA: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH PTI SILICONE. ITV g0 Qi O� Q' n p$r n $ a� U 3 q�$t� 0 sgn JAVAD AHIM. N 1 c .GALA.. 3638 PAM= RBV1313D 4beCO& !2• ol/ ,02 �. NO /$ I drawing no. W10 -08 . sheet 1 O of 4.000 1 F.078 TYP. 1 2.125 .094 2. o o ° o F s2s ,.760 � ILA gs L= .071; lYP vi 1113-1/2' ' ° ° 4-3/4' 4.000 �I� ° ° ° ° n a 5VC t FRAME HEAD /JAMB 9 HINGE STILE 2' ° J12 -24 X 1/2' FM MS CRS TYPE 23 $c�S 2i 4 i3 20 FM � o 4 Q G a 88+ j 1.760 F 6.313 .07E TYP. . .828 17 17 4.000 1.750 3 . PIECE HINGE BALL BEARING HINGE 3.800 078 4.858 IYP. 1.210 4.000 126 IYP. g aX 8A3t .�� 8 INACTIVE ASTRAGAL STILE 3.632 3.782 s TOP & BOTTOM RAIL 12 1.000 S Q 41 v > 3 .9 .626 1.750 .078 1.984 1.800 .o8o .388 .084 5313 t.BOa T LOCK /ASTRAGAL STILE o -2.200-1 9 SWEEP ADAPTER 3.720 1.134 2.251 082 .486 M'' 912121 1.oto 4.176 t STIFFENERS ° d 1.184 .078 .560 3 SILL COVER .7,9 �6 s� g<m° .1.BT6 11 .840 •501 4fo2'1j11p3- .s53 4 SIDELITE STILE GLAZING BEAD - 7/16" GLASS w aw. ' a GA 711892 sdns tlwlm Mm188 d u g 1.f33 I 4.000 -+I .06 2 �4 1.313 .709 .� N. 12-1011a4 - l6 11 .809 dl'°wing no. W10 -08 z FRAME SILL w SIDELITE ADAPTER By GLAZING BEAD - 5/16" GLASS NnmutlYUla cheat 11 of 12 �o g� :o> Oaf z� film 13 fi 4> $>J_a a 1s � s O Q$$ • f1�1. PE 7�sZ tODUCCRBYI9IID "� CART. Qumplyingahh the Florkia ,� � 2fl11 „napes lZ -O lto drawing no. adorn uaaom�o VV10 -08 . 8r,eet 12 of 12 to MT >3ld #e AAA 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material falls to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami --Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DEsc- RIPTio : series'1-PW 701/'720/ 820" Aluminum Fixed Window - L.M.I. APPROVAL-DOCUMENT: Drawing No. MD- 720 -520, titled "Series Fixed Window Installation Guidelines ", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami --Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami - Dade County Product Control Section. itIMSIR-A�M -- AST - RATING :urge -and Small Missile impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it 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 No. 11- 1110.15 and consists of this page 1 and evidence pages E-1 and 5-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 13- 0502.03 Expiration Date: February 19,201-9- Approval Date: July18, 2013 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-720-820, titled "Series Fixed Window Installation Guidelines', sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01113, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 --94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P. E. 2. Test reports on. 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 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 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -3835 and FTL -3850, dated' 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Subr»itted under previous NIIA No. 03-1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, prepared by manufacture, dated 04/29/13, signed and sealed by Anthony L. Miller, P. E. 2. Glazing complies with ASTM E1300 -09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). Jaime D. Gascoh, P. E. Product Control Section Supervisor NOA No. 13-0502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 E -1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., .Inc. for their "DuPont SentryGlas@ Interlayer" dated 08/25/11, expiring on 01/14/17. 3. TREMCO Part No. TR 14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option H exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property — Compression Set for 22 HRS 158 °F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Report No. FT1-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P. E. 4. Proposal issued by Product Control, dated 07/26/12, signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Reports No.'s FTL -3835 and FTL- -3850, dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105. 01) G. OTHERS 1. Notice of Acceptance No. 11-1110.15, issued to PGT Industries for their Series "PW 701 Aluminum Fixed Window -- L.M.I." approved on 02/02/12 and expiring on. 02/19/1.4. Jaime D. Gascon, Product Control Section Supervisor NOA No. 13-0502.03 Expiration Date: February 19, 2019 Approval Date: JulylS, 2013 E --- 2 GENERAL NOTES: SERIES 720/820 IMPACT - RESISTANT FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING COLE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE PHVH 4 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND -BORNE DEBRIS REGIONS, FOR INSULATED GLASS INSTALLATIONS ABOVE W IN THE MRR, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI -DARE (AUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE. ASTM 090 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1 -1/2' THICK ARE TO BE IMPACT RATING CONSIDERED IX INSTALLATIONS. IXWOOD BUMARE RATED FOR LARGE & SMALL - MISSILE IMPACT RESISTANCE OPTIONAL IF UNIT 13 INSTALLED DIRECTLY TO SUBSTRATE. 83-1 vLSn u. HHC WOW BUCKS DEPICTED AS 2XARE I -I)r THICKOR IL" MAX GREATER. IX AND 2X SUCKS MIEN USED) SHALL BE O.C. DESIGNED TOPROPEMY TRANSFER LOAD$To7 INSTALLATION, INT. FIN A.........8 STRUCTURE• WOOD BUCK DESIGN AND INSTALL ATION IS �- THE RESPONSIBILITY OF THE ENGINEER. (EOR) OR _ ARCHITECT OF RECORD, (AOR} I / 8) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE ' BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF I SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED 1 ON ALL FOUR CORNETS OF THE FRAME. INSTALLATION - ANCHORS SHOULD BE SEALED. OVERALL HEK SEALINKNFLASIING STRATEGY FOR WATER RESISTANCE OF g- INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX THE SCOPE OF THESE INSTRUCTIONS. Q � 8) MAX 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST DE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOWW, 7) DESIGN PRESSURES; A NEGATIVE DESIGN LOADS BASED ON STRUCTURA (CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300-09. S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL) CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E13W0 W 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE 1MNDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 33-IM STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SMALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FT 41M 3680 & 7212: ELCO ULTRACON NOA: ELOO CEIEFLEX NOA; ANSIAFSPA NOS FOR WOODCONSTRL=ON - (2W5)ANDADM ALUMINUM DESIGN MANUAL- (2008), 10) THE 710 SERIES USES A PVS INTERLAYER, THE 820 SERIES USES AN SO INTERLAYER. THE 720 AND 810 SERIES MAY ALSO BE REFERRED AS THE 701 SERIES. 48' TIP-TO-TIP WIDTH 4r BUCK WIDTH 48' BUCK WIDTH 44-tW VISIBLE 48.1/4' VISIBLE - LIGHTVNDTH LIGHT WIDTH F �B. SHEET6 j 8' MAX. S � ►{� B" MAX. re w c SUCK SHEEL HEIGHT 92 -11C -+- VISIBLE 1r MAX LIGHT O.C. HEIGHT I 98' - TIP-TO TIP I_ I IMPACT RATING C SHEET r RATED FOR LARGE & SMALL - MISSILE IMPACT RESISTANCE / f 83-1 vLSn u. HHC DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 2.5 RATED FOR LARGE & SMALL - MISSILE IMPACT RESISTANCE E. SHEET 8 a SHEET 8 BI1CIK HEIGHT j r4' L ILE W MAX IT o l WTI Ll 48' BUCK YOM 48N4' VISIBLE LIGHT WIDTH F. SHEET 8 -1 � r MAX I F, SHEET 8 �-r-B 8 1 12' MAX.0.0. �p SHEET j-+— 12' MAX O.C. p H. SHEET 9 I S" MAX O.C. mA)L TYP. FLANGED FRAME TYP. EQUAL-LEG FRAME TYP. FIN FRAME ELEVATION ELEVATION (TESTED UNMUNM ELEVATION RESTED UNI) CTESTED UNIT GUIDE TO SHEETS: GENERAL NOTES— 1 E SHEET 1 i 28 a 9 - 2-8 �- -- -- ml 93414' INSTALLATION, INT. FIN A.........8 INSTALLATION. INT. FIN B........,, 8 I VISIBLE LIGHT HEIGHT EXTRUSION PROF LES 10 I / -10 I 4 7 4- VlrLamI.IG 18'T -71t6 'Alt- &IVAn- .1N0'SG- 3118'An SIX ' I I 8 HEK I F, SHEET 8 �-r-B 8 1 12' MAX.0.0. �p SHEET j-+— 12' MAX O.C. p H. SHEET 9 I S" MAX O.C. mA)L TYP. FLANGED FRAME TYP. EQUAL-LEG FRAME TYP. FIN FRAME ELEVATION ELEVATION (TESTED UNMUNM ELEVATION RESTED UNI) CTESTED UNIT GUIDE TO SHEETS: GENERAL NOTES— 1 EI.EVATtONS 1 GLAZING DETAILS.„.„...«.- ...... 28 DESIGN PRESSURES - 2-8 INSTALLATION, FLANKE-- ._..,. 8 INSTALLATION, EQUA 4Z<L -.... 7 INSTALLATION, INT. FIN A.........8 INSTALLATION. INT. FIN B........,, 8 CORNER ASSEMBLY. 10 EXTRUSION PROF LES 10 PARTS LIST...............- ......... -10 TABLE 1: FIGURE 1: 1A 12.O.C. MAX Ir D.C. MAX 8" MAX T '30' a'Dl P=10 SENTRYGLAS INTERLAYER' BY E1 DUPONT DENEMOURS & CO„ INC. SC IHT SHAPES AS SHOWN BELOW OR SIMILAR, MAYBE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-& ANCHOR SPACING TO BE 0' MAX. FROM CORNERS AND 12* O.C. MAX FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SKEET. I+-- -- WIDTH --'-I i"" WIDTH --H I+— WIDTH —"I I"-' WIDTH -"I Tr- -- — Tr' --JT W7TH —�H-"I WIDTH -mil WDH —i I io 1f_ {� WIDTH )+- wum --i I"'" WIDTH -rl {"'- WIDTH -H T; - -- Tr — i �F - -- i � - Dewdp0on ShBee! 1 7116' Lsml 8' An • .4190' PVS - 3118' HS) 2 2 711WLarM S'HS- .09T PVS - 3FIV11 2 3 1 -U18' Laml. IO 18' T- 7 /t8' Alf -3118' An -.099 PVS -3148' HIS 3 4 14116'LaML10 18'T- 7118'AIr- 3FIVHS- .097 PVS - 3118.118 3 5 7118'Lmnl 18`An- .�0"SO- 3/18'An 4 8 7116'W, 6"HB•.090'8G•3/18'FB 4 7 4- VlrLamI.IG 18'T -71t6 'Alt- &IVAn- .1N0'SG- 3118'An 8 8 4- V16- UunL10 1S'T- 7118 'Aft- 3118'FHS- .090'80- 3/18' HS) 8 '30' a'Dl P=10 SENTRYGLAS INTERLAYER' BY E1 DUPONT DENEMOURS & CO„ INC. SC IHT SHAPES AS SHOWN BELOW OR SIMILAR, MAYBE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-& ANCHOR SPACING TO BE 0' MAX. FROM CORNERS AND 12* O.C. MAX FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SKEET. I+-- -- WIDTH --'-I i"" WIDTH --H I+— WIDTH —"I I"-' WIDTH -"I Tr- -- — Tr' --JT W7TH —�H-"I WIDTH -mil WDH —i I io 1f_ {� WIDTH )+- wum --i I"'" WIDTH -rl {"'- WIDTH -H T; - -- Tr — i �F - -- i � cn a Q � o� }U' v emo p fi < 2�1 &f O9 -� pp z W z_ to 10 UwwU_ X� tJ 0 Y p Z o ~� 06 - °O O g <z taz .. p Q � o r � 08 Oer»i5 g o z z z zL 3 a 0 aU1L �� Mill, * . No. 58705. .'6C lu- A LYHBN IALI.ER. P.E. TABLE 2: 7/18' LAAARJATED Lam. OLAS8STACK � I 311WANNE \.:/ USED AT CURVED FRAME MEMBERS ONLY o 11 71W O.C. MAX - 13 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT 1- FROM THE TIP-TO-TIP DIMENSIONTO DETERMINE THE BUCI( DIMENSION. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TABLE 3: Window Design Pressure ( +F, pall) for Glass type 1 Ode Side WO o ci N Ta 87.7/6 07 -718 80 84 1 Be 92 98 10D 104 109 -'02 47.80 +1.80 430 +1.80 040 +1.80 +1.80 +140 04D ;40 32 +130 +140 +1.80 .411 0� 47-� + /-W 440 440 +.8 34 Hog + /30 +/80 +1-80 ;7MM +130 +130 +/40 +/40 +179.8 1-8D 4730 +130 41.80 +130 4130 +140 +I-8D +179.7 4772 +-J X1- +•73.4 Z+0-72.2 38 ;-W +130 - 4.80 H 7130 +f -78.1 +1752 H -725 +170.3 +1.88.5 40 +f40 e140 ;30 +f -79.8 +t 772 4779 4 478 4 H -74.3 40 +140 42 +1.80 4.80 47.80 4(•714 N74 +1.713 H$B2 •84.7 0818 HS88 44 +130 +1-0 +678.8 +1-75.4 +1 -72. +188.9 +!8 &8 +1412 H�.7 47.57.5 +1-M2 48 030 +130 +1.772 1 +1•73.8 +1 -70.1 0886 +! +1483 +157.7 087. 48 030 41 -79.3 0 -75.8 +1-71.9 088.3 -+I W9- + 18. +/-%2 1 -75.4 +/ -71.7 414&1 5D +130 +1•77.5 +1.741 ; -70.3 +138.7 4.831 H -59.7 +1.80 + /40 -733 52 +1-79.1 +1.75.6 +1424 088.8 + /•85.1 +l$t8 4740 Hap + +1-79.4 +675.3 - H -77.4 . 9 H 0.5 + - + m50 52 4730 I 4740 58 ;-75.8 +1.72 47-88.6 4745.3 58 4740 1 +140 58 H -742 +1.70.3 +/.88.8 s0 +140 -727 41.88.7 4785 80 H -7t2 +1 +1- -73.5 tiN 4789.7 = -r H 75.8 47$33 84 H -78.8 4.74 4787 88 H -77.2 7/18' LAAARJATED Lam. OLAS8STACK � I 311WANNE \.:/ USED AT CURVED FRAME MEMBERS ONLY o 11 71W O.C. MAX - 13 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT 1- FROM THE TIP-TO-TIP DIMENSIONTO DETERMINE THE BUCI( DIMENSION. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TABLE 3: W I'll -Ili I I =Fz1. i 818' GLASS SITE GLASS TYPE 1 �- -_ LONG SIDE T- SHORT SIDE Pf �- LONG SIDE -� SHORT SIDE TABLE DIMENSIONS MAY � ORIENTED CALLY OR H10R20NTALLY AS SHOWN. 1- 1J18"NOM. 7 /18'LAMWATED GLASS STACK � !S3 iUGTT H EDOLASS -" SHORT 3/1(' TEMPERED ( _ SIDE UC 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT r FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVMABLE SHORT OR LONG DIMENSON. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHKCi THE OVERALL DIMENSIONS COMPLETELY FIT WITHN. O i - 3118' ANNEALED GLASS 080' PVB ` INTERLAYER LONG 6. SIDE GLASS BITE I SHORT d a n a Window Design Pressure (4, psf) bralass Type 3 �N Side WO o ci N Ta a aaa 07 -718 72 78 80 86 1 92 90 VN 194 109 -'02 z 30 H� 0-60 +/40 4780 o N f� +130 47$0 4730 H� 4730 z 4730 4748 Hap +13D a z 130 4730 .80 713(1 4730 4.80 34 4730 +140 4740 ;80 1-8D 4730 -8 + +/40 +/.80 36 +/� 71.80 +/40 +/49 40 4740 4740 +140 4740 38 +130 +/ 80 7 /8g *84 !$0 +1 4740 4779 4 478 4 H -74.3 40 +140 +1.811 H4D +1 140 +140 +178.7 H 5 N 709 89 42 130 4730 +f40 +140 130 +1.77 H -731 4�.a 474&9 +1-M2 44 Hap 7130 430 +/� 1 -77.8 H -741 +140.3 087. 4 .9 48 +1.80 040 4740 4/30 1 -75.4 +/ -71.7 414&1 +145.1 0 48 +f-80 41.80 +1.80 + /40 -733 +189.b +/85.e 4740 Hap + +1-79.4 +675.3 - 47.71.3 047.5 m50 52 4730 I 4740 +/30 +177.7 71 -73.8 4.%5 58 4740 1 +140 +140 ♦ 40 +1.79.8 +677.5 7376 4 -738 +1 -71.8 s0 +140 +1.79.4 + •75.4 80 4740 +177.8 +1- -73.5 82 4740 H 75.8 84 H -78.8 4.74 88 H -77.2 87.718 +1.74.9 W I'll -Ili I I =Fz1. i 818' GLASS SITE GLASS TYPE 1 �- -_ LONG SIDE T- SHORT SIDE Pf �- LONG SIDE -� SHORT SIDE TABLE DIMENSIONS MAY � ORIENTED CALLY OR H10R20NTALLY AS SHOWN. 1- 1J18"NOM. 7 /18'LAMWATED GLASS STACK � !S3 iUGTT H EDOLASS -" SHORT 3/1(' TEMPERED ( _ SIDE UC 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT r FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVMABLE SHORT OR LONG DIMENSON. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHKCi THE OVERALL DIMENSIONS COMPLETELY FIT WITHN. O i - 3118' ANNEALED GLASS 080' PVB ` INTERLAYER LONG 6. SIDE GLASS BITE I SHORT d a n a {LYNN ' N0.68705 ab STA E W A LYNN MILLER, P.E. RE.@58705 �N < o ci N Ta a aaa zU) UV Xy o! f] p VN 1Z1Uu °n> Op ° z ln z .. z < 1n o o N F- N F W KWtu 7ee+Is z "Y a z gnu {LYNN ' N0.68705 ab STA E W A LYNN MILLER, P.E. RE.@58705 TABLE 4: MOTES _ 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT 1• FROM THE TW- TO•TIP DWEMSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SOLES NOT SHOVWJ. ROUND ME TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE W THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 711S' LAMINATED GLASS STACK 3116' HEAT STRENGTHENED GLASS a 11 USED AT CURVED FRAME MEMBER30TI.Y 29 @ 11 -78' O.C. MAX 1-3 EXTEPoOR a 20 PVBINTERLAYER 3116' HEAT STRENGTHENED GLASS 1 -1118' NOM. GLASS STACK 7118' LAMINATED GLASS STACK 3018* TEMPERED GLASS• 7118• AIR SPACE a' Nndow Design Pressure (41., pal) for Glass GLASS SITE 13 Q 11 -718' O.C. MAX. 1 -3 0i0iimi MOTES _ 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT 1• FROM THE TW- TO•TIP DWEMSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SOLES NOT SHOVWJ. ROUND ME TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE W THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 711S' LAMINATED GLASS STACK 3116' HEAT STRENGTHENED GLASS a 11 USED AT CURVED FRAME MEMBER30TI.Y 29 @ 11 -78' O.C. MAX 1-3 EXTEPoOR a 20 PVBINTERLAYER 3116' HEAT STRENGTHENED GLASS 1 -1118' NOM. GLASS STACK 7118' LAMINATED GLASS STACK 3018* TEMPERED GLASS• 7118• AIR SPACE a' C6 USED AT CURVED FRAME MEMBERS ONLY C GLASS SITE 13 Q 11 -718' O.C. MAX. 1 -3 GLASS TYPE 2 f�i��C•,cl =3116' HEAT STRENGTHENED GLASS —3H8' HEAT STRENGTHENED GLASS —ASS'PVBINTERLAYER fir GLASS BITE GLASS TYPE 4 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �-+— LONGSWE SHORT SIDE r:1 � SHOW SIDE �-- �-- LONG WE —►� SHORT SIDE j LONG SiDE LLJJ 1 SHORT I.— SIDE bi h K da $ n eroS ° yZy �� W y � Z d!O v � SW ° ° N O �Z O.Z rn Pm M F 3 � � z Gs Z ° z o a� eAfl '�0 seNaS ILYNItlrM /(�ec�'�'i • N0.58705 LU i�T •. Pf.OR10�'. •� SSIONAL o�" rli rrr A. LYNN Pr P.E.rIum TABLES: 711WLAid114ATED Imo. GLASS STACK I .086 3' H6• ANNEALED GLASS SG INTERLAYER 3118' ANNEALED GLASS USED AT CURVED FRAME MEMBERS ONLY 011 -718' O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT I- FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE SUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE OHM OR LONG DIMENSION. 3) FOR ARCHITECTURAL. WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DUMSJONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLES ONLY TO FLANGE AND EQUA44-EG WINDOWS. DO NOT USE WITH FIN-FRAMED WINDOWS. TABLE 8: Window Design Pressure ( +F, pal) for Class Type 5 (in ) 81.718 72 1 76 89 84 Be 92 98 101) 104 109.112 Z 30 +8.•125.4 +991 -120 1 +901.118.5 +.'•111.5 +961 -108.6 -106 -W-100 +901.103.5 +9y_1025 +101 -10D.7 +9W -97.9 32 -0-11" ♦ -110.8 1 3 +0.101.8 49.9&7 79-9&7 +9.92.3 +9.1024 +9.•90.8 +901 -90.3 +14-N N-� 34 34 +901- WF +901- +901.9&8 . + 918 44&2 +84.4 +90190.8 481.5 44.1 +179.8 H -79.4 + •118 38 +9-1028 49W.97.1 -+W-927 +9.928 +14" +/ -85.6 +14MS +/70.7 442.3 +/ -77 -+74-5.1 +1 -73.4 4-722 +8W104.2 38 W-984 .l +1432 440.7 N -781 +-76.2 +1 -74.3 +1 -725 +/ -70,3 44 &5 +/ -88.3 +90.934 40 + 95.6 H8&2 -:FM- B -1•70.8 +1-77.2 +/ -74.3 4.71.3 + -87.9 *+1 +/ -83:4 +w.6 4/47.4 42 +9W -91.3 +184.7 4.80.7 H -71.4 M- 74.3 +1-71.3 + -85.2 +1 T H81.6 +/�.8 +1 2 91.4 44 3 4.824 +1-78.9 4 -AL4 +172.1 44&9 +145.8 +9W98.5 4422 459. +1.57.5 +/•792 4 -7 &4 46 448 &4 4-80.8 477.2 .8 4 -7&1 448.8 +M5 +14&8 + +1.9.7 +.77.2 473:3 4149.5 48 t/ -827 • .3 +146.0 +171.9 +/•88.3 +144.9 +/41.5 +i -83.7 +1-58,2 +1.7 -71.3 +147.5 50 -V-K-9 4-77-5 +- 4.1 7+W3-- 44&7 443.1 +l-4R +1.77.7 +1.736 4-80.5 52 +1.791 4.7&8 4.724 4408 4.86.1 4.815 71.76 +1.71.8 54 71•774 -1•73.6 4.70.5 +/47.3 +143.6 4.73.8 s8 +- &8 +1.72 4 +141&3 4-7&4 58 +1.74.2 4 -70.3 +148.8 -1- 77.8 473.5 60 4 -727 .446.7 445 +/•75.8 62 1 4.71.2 4 ♦1.7&8 +1.74 4.N.7 448.5 772 88 4-88.3 67-718 1 +1-74.9 87 -718 4.87 711WLAid114ATED Imo. GLASS STACK I .086 3' H6• ANNEALED GLASS SG INTERLAYER 3118' ANNEALED GLASS USED AT CURVED FRAME MEMBERS ONLY 011 -718' O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT I- FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE SUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE OHM OR LONG DIMENSION. 3) FOR ARCHITECTURAL. WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DUMSJONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLES ONLY TO FLANGE AND EQUA44-EG WINDOWS. DO NOT USE WITH FIN-FRAMED WINDOWS. TABLE 8: off GLASS BITE GLASS TYPE 5 -- LONG SIDE T- SHORT SIDE t �- LONGSIDE --►^� T- SHORT S 1 E .l_ _ TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. GLASS STACK ] , GLASS LAMINATED (� GLASS 3TlOIC 3/18' TEMPERED 6L.A9S 3 311 ANNEALED GLASS 3118' ANNEALED GLASS 7718" AIRSPACE AW SO INTERLAYER USED AT CURVED FRAME MEMBERS ONLY (111 -YIW O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT I- FROM THE TIP•TO-T(P DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVAMABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOW$ FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL. DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH RN4°RAMED WINDOWS. EXTERIOR a GLASS TYPE 7 GLASS SITE P SIDE r� LONG SIDE -4 SHORT SIDE Window Design Pressure (+F, psf)torGlass Type 7 07-718 72 76 80 84 88 92 98 10D 104 109.112 Z 30 +9W -030 +9M -13D +901 -130 +901 -128 +9..1228 t0 + -118.1 +8W117 +9.11 &8 +9W -1127 +fit -109.9 32 ♦ -130 +-W-T.2-&i+ +SW -118.9 +9W7ff4.8 ♦ - 11.5 +9.108.1 +9._104.3 +9.1024 +97 -101 +8.101.4 + .99.7 34 +901-123.1 *9W -118.4 +901 -1117 +901 -107.5 +9.03.8 +9W997 +9X95.3 +9.921 +90190.8 +190 449.6 38 + •118 +93.100.8 +901.101.8 +901 -100.6 +9W -99.8 +9W9&3 +190 4.87.3 444.9 442.3 +1-81.2 38 +901. 1.2 +8W104.2 +9.97.9 +001-94-70-91.1 .l 4.84.9 + -81.9 4.7&4 4 -78.4 +1 -74.3 40 +�1 -1069 • 98.8 +90.934 +gW_gp,1 ♦-872 4144 4$0.5 +l- 7 HT3b 4 -T0. +189 42 +9W -103.2 +9019 &7 +901912 4/47.4 N84 4.888 4.77 4731 4/88.8 44 &9 4.85.2 44 +90199.7 +9W93.1 4.89.1 4 91.4 4 -77.8 +174.1 +/7X3 +/ .b 4.83.9 40 +9W98.5 +08' -91.3 4.872 4432 +/•792 4 -7 &4 4 -71.7 +I-S&I 48 &1 48 +90198.5 +14&8 +1.85.4 491.2 +.77.2 473:3 4149.5 +/-8&8 50 ♦9.91.4 -1$7. +i -83.7 H- 79.4 +1.7 -71.3 +147.5 S2 4.89:4 +18 &5 4.8.8 +1.77.7 +1.736 4-80.5 G S4 4.9%5 4434 479. 71.76 +1.71.8 58 44 &e +14M.4 4 -71.5 4.73.8 58 -1-83.8 +1- 79.4 4-7&4 08 +1921 -1- 77.8 473.5 � + -80.4 +/•75.8 84 ♦1.7&8 +1.74 772 67-718 1 +1-74.9 off GLASS BITE GLASS TYPE 5 -- LONG SIDE T- SHORT SIDE t �- LONGSIDE --►^� T- SHORT S 1 E .l_ _ TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. GLASS STACK ] , GLASS LAMINATED (� GLASS 3TlOIC 3/18' TEMPERED 6L.A9S 3 311 ANNEALED GLASS 3118' ANNEALED GLASS 7718" AIRSPACE AW SO INTERLAYER USED AT CURVED FRAME MEMBERS ONLY (111 -YIW O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT I- FROM THE TIP•TO-T(P DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVAMABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOW$ FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL. DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH RN4°RAMED WINDOWS. EXTERIOR a GLASS TYPE 7 GLASS SITE P SIDE r� LONG SIDE -4 SHORT SIDE LYNN.. No.58705 0 TA�rl rl's ,S /6( At- A. LYNN MILLER• RE PXA 58706 0 v�j o O� o � Z � Z <N n t0 rZW ro0 =O < °O< z 0. z rn O V' f- ® O r� � IF- Z z LU 81 8 O Z O 0q a� n etlt 'oBeO LYNN.. No.58705 0 TA�rl rl's ,S /6( At- A. LYNN MILLER• RE PXA 58706 TABLE 7• 1) SUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT 1' FROM THE TIP- TO-TIP COMMON TO DETERMINE THE SUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMEMM 3) FOR ARCHITECTURAL WINDOWS. I-= THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WrIm. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN-FRAMED WINDOWS. 7110' LAMINATED t� GLASS STACK 1 - 3n8' HEAT STRENGTHENED GLASS USED AT CURVED FRAME MEMBERS ONLY @ 11 -7AP O.C. MAX. OR 1 -1n6' NoM. GLASS STACK � 7n8' LAMINATED GLASS STACK 09' SGI4TERLAYER Window Design Pressure (4h psQ for Glass Types 6 & 6 3nS' HEAT Skle on) - STRENGTHENED GLASS 67718 1 72 78 80 84 88 92 96 100 104 1 U2 112 116 120 124 128 132 198 40 144 30 +906130 +0-130 + + _ +901.1 +9061311 +901.130 +9N -13D i�l•13D +!0!.130 +0.130 +9W -13D + 130 t .13D +101 -130 +901-1 !101.130 +9111.130 +9QF.130 .13D 32 +9W13D +9N -130 +901 -130 +901 -130 +90/ -13D +W-13D +9Q61 + -1 +W.1 +9W.1 +901. +U.130. +901.1 +W.3D 49Y-130 .9061 +901 -130 + 1•'130 34 +906 30 +9-136 - 9W-I3D +80!•130 +906130 +906130 +901 -13D +106130 W -130 PO 30 t9W -13D *�. 3D +90U•130 t90 mo +901.1 +906130 +W4 36 +9W130 +901 -130 -1311 +901.130 + +fit -130 +1.130 +W- +W.130 +901 -130 +1 -.130 -M. 30 +906130 +901. 130 +801 -13D +x-130 38 +911/.130 +801 -130 +906130 +906130 +W -130 +90130 +� -130 +901 -13D +M.13D +801.130 *0.13D' +90.1 +906129.2 +10427.3 40 +901-130 +90%130 +90613D +704130 +901.1311 +906130 +906130 +9x.130 +90- -130 + .12&8 +90V -123.2 +W -122 42 +901.130 • -130 +90V -190 +901 -130 +9N -130 + .130 t _ + -129.3 +9G•123.2 +911..19.7 +90V -118.4 44 +80 -•130 +901 -130 +90- -130 +M-13D +906130 +906130 +904130 +911.124.5 +911.119.4 +904115 +90!.130 +906130 +80V -130 i901-130 +9W -130 .911 +906128.9 +911.120.5 +9ry -115.3 48 +906130 +lot -130 +90V -130 -+W.1-30 -;W.1-3D - .7 +6123 +911.11Q5 50 +906130 +801 -13D +9N -130 +W -130 +906130 +9d- 1282 89.41 -119. 52 +90!-130 - 3D +901.130 +90!•130 +80 -.130 +88.81 -123 54 +90 -430 +911 -130 + •130 +88.81 -127.1 56 +901.130 +91130 +g0 - -130 +x.41.128 +� -130 +901.13D +901.130 80 !901 -13D +901 -130 +89,81.129. 62 *901 -13D 490 -•130 84 +9Q6 330 +9111- 68 -130 W -718 +=•130 1) SUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT 1' FROM THE TIP- TO-TIP COMMON TO DETERMINE THE SUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMEMM 3) FOR ARCHITECTURAL WINDOWS. I-= THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WrIm. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN-FRAMED WINDOWS. 7110' LAMINATED t� GLASS STACK 1 - 3n8' HEAT STRENGTHENED GLASS USED AT CURVED FRAME MEMBERS ONLY @ 11 -7AP O.C. MAX. OR 1 -1n6' NoM. GLASS STACK � 7n8' LAMINATED GLASS STACK 09' SGI4TERLAYER 3116' TEMPERED GLASS 3nS' HEAT - STRENGTHENED GLASS 711 W AIR SPAC � 11 6 USED AT CURVED FRAMEMEMBERSONLY 20 GLASS SITE 1 -718' O.C. MAX MAX. 1.3 I3 W 22 GLASS TYPE 6 =3n6' HEAT STRENGTHENED GLASS - 3n6' HEAT STRENGTHENED GLASS - -AW SG tNTERLAYER 60' GLASS BITE GLASS TYPE 8 TABLE DIMENSIONS MAY BE T ORIENTED VERTICALLY OR 1 HORIZONTALLY AS SHOWN. LONG SIDE I+- LONG SIDE SHORT SATE L� SHORT L SINE LONG SIDE -�••{ T- SHORT SIDE I LONG SIDE -� Sion �,-- SIDE � Qa . typENS�c '•.F.Q is ' No. 68705 7 I /3 ru STr: A. LYNN MILLER P.E. o � W Z 0 o Za!� > n° .0 o Z 0 a °z IL .. g m o 0 zQ laeys Z_ Z �V Q9R '�0 � Qa . typENS�c '•.F.Q is ' No. 68705 7 I /3 ru STr: A. LYNN MILLER P.E. t EDGE A DISTANCE INSTALLATION TYPE A 4 WINDOW EMRIOR RUCK a HEIGHT np- To-TIP WINDOW HEIGHT VISIBLE LIGHT HEIGHT WINDOW BUCK HEIGHT- 2-3W �S TS O pp INSTALLATION INSTALLATION BW� NOTE 2. THIS SHEET TYPE C TYPE B EMBEDMENT 1X WOODBUCKSIRIP, IM MAX SEE NOTE 2. THIS SHEET EMBEDMENT SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EDGE DISTANCE PER SUBSTRATE DISTANCE FADE SEE TABLE 8, THIS SHEET '. DISTANCE, •J 8 �s .• 1 1 )�BHSA - 1 - TYP. ANCHOR TYPE, ! EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE S. THIS SHEET USED AT CURVED FRAME MEMBERS ONLY a 11 -718' O.C. MAX. CoNCRE7EJCMU PERANCHOR REQUIREMENT lie MAX. SHIM r #12 STEEL SELF-DRILLING SMS (GSA SEE TABLE S. THIS SHEET INSTALLATION METHOD D INSTALLATION ANCHOR UNDERNEATHTHE BEADING EXTERIOR i MIAMI -DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM. STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8 THIS SHEET �IM MAX SHIM 1X WOOD SUCKSTRIP, SEE NOTE 2. THIS SHEET EMBEDMENT . •a+ r :! • CONCRETE PER .. ° + •' ^. ANCHOR .•q• '• q'! .. �. i ..: ' REQUIREMENT INSTALLATION 4 r— EDGE TYP. ANCHOR TYPE.EMBEDMENT TYPE B DISTANCE AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8. THIS SHEET VERTICAL SECTION B -B EXT�En7RIOR \ VISIBLE LIGHT WIDTH = ' WINDOW BUCK WIDTH .2-3/4• WUtDOWSUCK WIDTH TIP- TO-TIP WINDOW WMTH HORIZONTAL SECTION A A TART F A- •T- a:. CONCRETEICMU PERANCHOR REQUIREMENT Anchor Substrate Min. Edge Distance Min. Embedment Mwt O.C. 8pao 612 or 61441088Sorew P.T. Soul =0.88) 1 ��'��' 0' A38 Steel 318• 0.083' • tr Steel skid Or. 33 min. Sw awwrulwj IF 612 cr 614 Steel Somw (GB) P.T. Southern Pine (SG -0.88) tut3' 1318• 12' Alurdb'M 30834e mtn A36 Sted 3W 3w 0.083' • oA83' • 12* 12, Steel stud, Or. 33 min. 318' 0.048. 18 L3a • 12, 114.410 86 CMWFleX ulmmutod CMu. "TM cso 2 -72• 1 -1/4• 12' Cow Wm 348 lost) r 1414' 12' tlr Steel Ultmoon oollcrete(min.2.88 r 1.3/4' 1r OOL 2.88 ke0 2 -Ur 1.318' 1r UrWouted . (ASTM C9D) 2-Vr 1 -11r 9r Greeted TM 090 2-tlr 131r it S/18' S_1 UNtmeon Concrete "IlL 3b WI) I 1 -ur 1.w4l 1r Grouted CMU TM C-M 2.1/r 1 1.3/41 1 1r 'MIN. OF 3 THREADS BETUNU THE METALSUMTNATt. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMSEDMENTAND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS -1X'. ARE BUCKS WHOSE TOTAL THICKNESS LS LESS THAN 1 -Vr.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLD CONCRETE. WOOD SUCKS DEPICTED AS'W ARE: 1 -Vr THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD 13UCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BYAUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. z N r•! a x o� R� '` z =ui c� Z o °zOaz v t9 O g Z Oran o ® z Z ? �" ♦ ♦�`�NV IYNN �1C •. • t 58705 "O•'* o tv �� `� '•. FLORIOA••C1.i A LYNN MILLER, P.E. P" mm EDGE DISTANCE INSTALLATION TYPE E 4 WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT_ WINDOW BUCK HEIGHT - 2-3W 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION TYPE G INSTALLATION TYPE F HORIZONTAL SECTION C-C 114• MAX. SHIM 812 STEEL SELF - DRILLING SMS (G5j SEE TABLE a THIS SHEET TABLE s: INSTALLATION TYPE H 17(TERiOR MIAMI•DADE APPROVED MULLION (SEE SEPERATE N04 ALUMINUM. STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE s,THIS SHEET EMBEDMENT EDGE DISTANCE �• CONCREIElOMU PERANCHOR REQUIREMENT arastror substrate MhL Edge olswmo 1X WOODSUCKSTRiP, Max O.C. SD-Ng 012 or 0%410 SS Strew .T.8oulhem 0. EMBEDMENT SEE NOTE 2 THIS SHEET d EMBEDMENT AWmNum To nft yl S SHIM TYP. ANCHOR TYPE, EMBEDMENTAND r JtLt EDGE 31S y'. EDGE DISTANCE PER SUBSTRATE S SEE TABLE B. THIS SHEET DISTANCE 3w . 1r 012 at 014 Steel Somw (06) P.T. souu m Phe Ise-cm 8118' 1318' 12• AmaNura• 8083•Ta 8t�I L114'MAX 2 SHIM r 1r 1r c7 ANCHOR TYPE, .f tr U4' 410 88 CmteFlex Uugmuled CMU, (ASTM rsw) •... "y • �TYP. EMBEDMENT AND EDGE ..� Canasta (min• 3.38 kes ••,' %• a'~ ..1 DISTANCE PER SUBSTRATE. 1r 114' Steel Ultmoon Conomte min. 2.88 ke 11 SEE TABLE 8, THIS SHEET ••. •. �• OmWde (Mtn. 2.86 R EXTERIOR USED AT CURVED I FRAME MEMBERS ONLY : . •.• ,. '•e :. 4 ,� 11 (�117ArOC.MAX COriCRETEACIVHI �„�� VISISLELIGHTWIDTH= Ground CMU, TM C.90 PEiANCHOR WINDOW BUCK WIDTH - 2.314' I * ' No. 58705 REQUIREMENT � WINDOW SUCK WIDTH HORIZONTAL SECTION C-C 114• MAX. SHIM 812 STEEL SELF - DRILLING SMS (G5j SEE TABLE a THIS SHEET TABLE s: INSTALLATION TYPE H 17(TERiOR MIAMI•DADE APPROVED MULLION (SEE SEPERATE N04 ALUMINUM. STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE s,THIS SHEET EMBEDMENT EDGE DISTANCE �• CONCREIElOMU PERANCHOR REQUIREMENT arastror substrate MhL Edge olswmo MbL Embedment Max O.C. SD-Ng 012 or 0%410 SS Strew .T.8oulhem 0. 1 1318' IF AWmNum To nft r A35 Mal 31S O.W. tr a" stud, W. min. 3w 0.04 (18 O • 1r 012 at 014 Steel Somw (06) P.T. souu m Phe Ise-cm 8118' 1318' 12• AmaNura• 8083•Ta 8t�I 31S' 3W 0.083• • 0.083• • 1r 1r Stud. Or. 33 min. ; •� 0.048. 1800 • tr U4' 410 88 CmteFlex Uugmuled CMU, (ASTM rsw) •... "y • 1 -114' 12' Canasta (min• 3.38 kes ••,' %• a'~ ..1 1314' 1r 114' Steel Ultmoon Conomte min. 2.88 ke • ` 13x4' 1r OmWde (Mtn. 2.86 R 02-Ur 1-w 1r UngreutedCMU, ) 2. WOOD SUCKS DEPICTED ON THIS SHEET AS -IX'. ARE SUCKS WHOSE TOTAL T HICIONESS IS LESS THAN 1 -Ur. 1X WOOD BUCKS ARE 1 -1/.P 1r Ground CMU, TM C.90 TYP. ANCHOR TYPE. EMBEDMENT 1314• * ' No. 58705 8718' Steal UOraeon Concrete (mtn. 38 k� OAF •'•.FUORIOP: �C", 13/4' 1Y Grouted CM A87M c80 1314' 12' I co R N --114' MAX SHIM Q zLL �_ii ffi UU_ ppX� � roN 00 p p MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. oam o °z aO `- z 1X WOOD SUCKSTRIP, SEE NOTE $ THIS SHEET ® • •aJ •' P • ; •� CONCRETE PER Z EMBEDMENT .:, ' • 4•'• •... "y • INSTALLATION NOTES: w ••,' %• a'~ ..1 �. :" : ..ti• REQUIREMENT • ` .. 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMIT'S. INSTALLATION • • • •. • • �• • 2. WOOD SUCKS DEPICTED ON THIS SHEET AS -IX'. ARE SUCKS WHOSE TOTAL T HICIONESS IS LESS THAN 1 -Ur. 1X WOOD BUCKS ARE EDGE --a TYPE F •�� TYP. ANCHOR TYPE. EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD SICK$ DEPICTED AS'27PARE 1 -IX THICK OR GREATER. * ' No. 58705 AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD SUCK TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING OAF •'•.FUORIOP: �C", SUBSTRATE• SEE TABLE 8. THIS SHEET JURISDICTION. VERTICAL SECTION D -D 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SITE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE. LOWER DESIGN PRESSURE FROM EITHER WINDOW OR NNUJON NOAAPPUES TO WHOLE SYSTEM. M a co R N Q zLL �_ii ffi UU_ ppX� � roN 00 p p oam o °z aO `- z O W O ® N � r. lam Z Z p y z zz w " LL all --a sauag ON( LYNN .�� ••��oENSF' •�Fp I -, * ' No. 58705 CA- STAT '• OAF •'•.FUORIOP: �C", A. LYNN MILLER, RE PJ3.468T66 TYP. ANCHOR TYPE, 2X WOOD SUCKSTRIP EMBEDMENT AND EDGE � EMBEDMENT OR FRAMING. SEE INSTALLATION INSTALLATION DISTANCE PER SUBSTRATE, NOTE 2, THIS SHEET SEE TABLE 10, THIS SHEET TYPE J TYPE K INSTALLATION TYPE WNDOW Bm HEIGHT VISIBLE LIGHT HEIGHT - WINDOW SUCK HElGK- 24W INSTALLATION TYPE INSTALLATION TYPE L 910 STEEL SELF - DRILLING SMS (GO, SEE TABLE 1% THIS SHEET 2X WOOD BUCKSTRIP �lq �� EXTERIOR !L EDGE EDGE DISTANCE NOTE 2. THIS SHEET ID SRI? MIAMI.DADE APPROVED, MULLION STANCE (SEE SEPERATE N04 ALUMNUK 318 SHIM 241r x .14@' Roo NaI k 318' TABLE 10,THIS SHEET a 2X WOOD SUCKSTRIP 1t2" S 0.083" Alamhwm. 6013348 mim em8" w OR FRAMING, SEE emit s 0.045 1S Ga SteN St Gr. 33 h 1 eJ16t NOTE 2. THIS SHEET 1W MAX TYP. ANCHOR TYPE, EMBEDMENT AND 3 SHIM EDGE DISTANCE PER SUBSTRATE, S SEE TABLE 10, TMS SHEET EMBEDMENT USED AT CURVED 1 I FRAME MEMBERS ONLY L 11 -718' O.C. MAX INSTALLATION TYPE L 910 STEEL SELF - DRILLING SMS (GO, SEE TABLE 1% THIS SHEET 2X WOOD BUCKSTRIP �lq �� EXTERIOR !L OR FRAMING, SEE =j n NOTE 2. THIS SHEET ID SRI? MIAMI.DADE APPROVED, MULLION �u4'MAXSIIM (SEE SEPERATE N04 ALUMNUK 318 STEEL FRAMING OR STEEL STUD. 241r x .14@' Roo NaI SEE SUBSTRATE PROPERTIES. 318' TABLE 10,THIS SHEET EDGE DISTANCE �— EMBEDMENT TYP.ANCHORYPE, TEMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 10. THIS SHEET VERTICAL SECTION F -F EDGE DISTANCE —i{ 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2. THIS SHEET EMBEDMENT . a M �J 11 VIS63LELIGHTWIDTH= 6 WINDOWSUCK WIDTH- 2.9/4' WINDOW BUCK WIDTH HORIZONTAL SECTION E -E TART F 1n- Arlcha gubsNate Mim Edp Distance Mm O.C. Spacing 244 x . 13' Box Nail P.T. SWOtern Pine O=0 l SRI? 0" 24R' x .131' Common NeI P.. Southern Pore 0=O.ISe 318 et 241r x .14@' Roo NaI P.T. SouOrem Pine 318' et 910 x 1' Steel Serve P.T. SoAhem Pine 0=0 1t2" S 0.083" Alamhwm. 6013348 mim em8" w 1lIVA36Steel emit s 0.045 1S Ga SteN St Gr. 33 h 1 eJ16t 1 V INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LWTS. 2. WOOD SUCKS DEPICTED ON THIS SHEET AS -Or. ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1- 11r. 1X WOOD SUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD SUM DEPICTED AS'W ARE 1 -1? THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SUCKS TO BE ENGINEERED BY OTHERS INCAS APPROVED BY AUTHORITY HAVING 3, FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Y a c0) w o J �L! = 6 D3 X 2 roy 01 Oo ti� Op � g0 0 QZ O Z LL o co aim 2 � O m O Z_V O z Q T LL LL eltt �a LYNN ` k No. 58705 �� • STA E DI' • �U� A. LYNN MILLER. P.E. P.E.#wns INSTALLATION TYPE M� 'FOR THIS INSTALLATION METHOD ONLY. ANCHORS MAY 13E NO • MORE THAN 8' OZ. 4 EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT BUCK "EIGHT - 2-31M INSTALLATION TYPE N IENI• .a�•. EDGE DISTANCE EDGE 2X WOOD OR FRAMING• SEE DISTANCE— NOTE 2, THIS SHEET EMBEDMENT —ttW MAX SHIM \T'YP. ANCHOR TYPE, i EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11. THIS SHEET USED AT CURVED EDGE I FRAME MEMBERS ONLY DISTANCE @ 11 -718' O.C. MAX CONCRETEMMU PERANCHOR REQUIREMENT IW MAX. BlIIM INSTALLATION TYPE O 'FOR THIS INSTALLATION METHOD ONLY. ANCHORS MAY W NO • MORE THAN 8.O C. 0'12 STEEL SELF- DRILLINO SMS (GS), SEE TABLE 10, THIS SHEET INSTALLATION TYPE M INSTALLATION FOR THIS INSTALLATION TYPE N - EMBEDMENT METHOD ONLY, : • ` 114- MAX ANCHORS MAY BE NO ' SHIM • MORE THAN O.O.C. • r .i 1X WOOD BUCKSTRIP. SEE 2X VOW SUCKSTRIP NOTE 2, THIS SHEET OR FRAMING, SEE •a: NOTE 2. THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. B SEE TABLE 11. THIS SHEET •t ,:'...'r : ; • �� TYP. ANCHOR TYPE, EXTERIOR EMBEDMENTANDEDGE OISTANCE PER SUBSTRATE. n �7 sEE TABLE 11, THIS SHEET 012 w014 410 SS Scw 1/4• MAX SHBA MIAMI -DADE APPROVED MULLION � (SEE SEPERATE NOA). ALLMbINUM, umUmm TS min STEEL FRAMING OR STEEL STUD. 0.0or SEE SUBSTRATE PROPERTIES, A38 Sqa aw TABLE 11.THfS SHEET 1 1X SNOOD BUCf03TRIP, SEE NOTE 2, THIS SHEET 378' VERTICAL SECTION H -H v VISIBLE LIGHT WIDTH LY WINDOW BUCK WIDTH -240r WINDOW 11UCK g1ryDT}I HORIZONTAL SECTION G -G TABLE 11: EMBEDMENT f� �• T u EDGE DISTANCE CONCRETEXM PER ANCHOR REQUIREMENT EXTERIOR 0 Andw &Jbstwte Nft Edge 171sbm Min. Embedment Max. O.C. d 012 w014 410 SS Scw P.T. BSMhmn ot'i8' 1.378• 8' umUmm TS min 3f8' 0.0or — .vz A38 Sqa aw 0.083' • 8' stew WA or. 33 min 378' 0.045' 8 GO) r #12w014SW Sum (L10y P.T. Scuftm Fgfm 8118' 1.818' 8' 6063•75 mtn 318' 0.00;1" r A308W 818' oXer* B' Stec Sbtd Or. 33 min. Sr oo4S' 18 Ga • 8' 114.410 SS CwteFI= mute ASTM C•o0 UUMMmm 2.112' 1 -114' 12 Conwate 390 1' 1314' 1r U4'steaUflmaw1 fbnwae 288 1' 1 4• it CmrowEe 2AS 2 -U2' 1378' 1r aced CMU, TM C•SO 2 -11 ' 1-1141. 1r Gmutd CMU TM C•80 2 -llr 14W 17 14 r st.4 uu m Cwpteta S.S kel I -L4' 1374' it Grouted CMU 1M 2 -V2' 13/4" tr 'MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. INSTALLATION NOTES 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD SUCKS DEPICTED ON THIS MEET AS -1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 142'. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD SUCKS DEPICTED AS'2)PARE 142' THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE RILL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. b N K LYNN ' No -58705 Q •'• S O •• �!/� A LiNN "maLeR P.E. PJ9.tia m a 3 wa 0 N eT� lid O� S� w — .vz 2 916 m0 � O mot+ °zn0z 0 LL O ° ie�fS Z OZ 2 Z mw w z Z "1 as >L LL eAli '�00 �S LYNN ' No -58705 Q •'• S O •• �!/� A LiNN "maLeR P.E. PJ9.tia m ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES ASSEMBLY DETAILS FOR FIN FRAMES ANGLEDAN)RVED FRAME ASSEMBLY WCORNER I FRAME ASSEMBLY I � I I I I m I I I / ALL CRS O roRT SELA A4RSEALANT / / EQUAL•LEG FRAME FLANGE FRAME MITERED FRAME WITH NQTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES, SEALANT AT ALL CORNERS #m POT Pa1t0 Desolpdon Material ST CORNER 42630 A Aktm. 8083376 2 FRAME ASSEMBLY 10 I ALL (HERS To AkmL 808376 USE GASKET I ANMR SEALANT 4258 Integral Fin Frame Alum. 808376 4 4265 7118" Lemi, Glass Beaft Alum. 608376 t / LQ Glass Beadng / / EQUAL -LEG FRAME FJ 30 FLANGE FRAME TABLE 12: 4224 ASSEMBLY DETAILS FOR FIN FRAMES ANGLEDAN)RVED FRAME ASSEMBLY WCORNER I FRAME ASSEMBLY I � I I I I m I I I / ALL CRS O roRT SELA A4RSEALANT / / EQUAL•LEG FRAME FLANGE FRAME MITERED FRAME WITH NQTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES, SEALANT AT ALL CORNERS #m POT Pa1t0 Desolpdon Material 1 42630 Flanged Frame Aktm. 8083376 2 4286 Equal -leg Flame AkmL 808376 3 4258 Integral Fin Frame Alum. 808376 4 4265 7118" Lemi, Glass Beaft Alum. 608376 6 4284 LQ Glass Beadng Alum. 808376 Oa 4270 Instapaticn Fastener Coley Alum. 608376 8b 4224 I Instatistion Fastener Cow Rigid PVC 10_1 706880 Gasket (at 00" eam joints) Polyethylene, 11 1 TP24718 lVinyl Bulb Weathemttip Flex PVC, Dora 66 4•I.1 13 1 10ow Egg, GE 77W 801cons or Equiv. 20 718M Setting Slack, Mann 3118° x 711W x V Neoprene, Mm 86 +1.1 21 7004AK Salting Block, LG. 3118° x 13132" x 4" Neoprene, Duna 86 +1 -1 22 WRAK716 7116" DwaSsal Spacer 20 #S x 144 FH SMS StaWess Steil 30 781PQX 118 x 1" Quad PH SMS Stawass Steel .878• ��••� -- .080' 7196° WNI 4 GLASS BEADING #4256,6083-T6 MIERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS -- 2.784 4.w 07r 062" 13771" .082' 1 A la .438yI �E80 ,I FLANGE FRAME yI . #4263C, 6063 -T6 .878• ��••� -- .080' 7196° WNI 4 GLASS BEADING #4256,6083-T6 MIERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS i .878LLF-- 348' L �--+— .060' I.G. GLASS 5 BEADING #4264,6083 -T6 .0 2 84 '':.'i L..-- y1 074 681' 1376.1 xw 438' T-_r.{� •m0as 1.128' t— o7r 3 FIN FRAME #4256,6003-T5 • � . INSTALL ATION 6a FASTENER COVER #4270, 6063 -T6 r N k M O e1o0 Oj W QQ Z 18 z �+ IILL. g U V_ oXo S2 ? d3 ox z dt O �_ c9 zW en+o °z (L F K o $ o p O ® Z N 788 � O O j p �y qoa$ 3 O LL m 8113! 'wee oN`( LYNN dpi! 1O�i i -7 S12AN i ,: ,;,S%NAL� A. LYNN M0AER, F'E. F.&9 "m Am y .082' 1 A yI . I ,� .080"i0A0x EQUAL -LEG FRAME #4285, 6053 -T5 .878LLF-- 348' L �--+— .060' I.G. GLASS 5 BEADING #4264,6083 -T6 .0 2 84 '':.'i L..-- y1 074 681' 1376.1 xw 438' T-_r.{� •m0as 1.128' t— o7r 3 FIN FRAME #4256,6003-T5 • � . INSTALL ATION 6a FASTENER COVER #4270, 6063 -T6 r N k M O e1o0 Oj W QQ Z 18 z �+ IILL. g U V_ oXo S2 ? d3 ox z dt O �_ c9 zW en+o °z (L F K o $ o p O ® Z N 788 � O O j p �y qoa$ 3 O LL m 8113! 'wee oN`( LYNN dpi! 1O�i i -7 S12AN i ,: ,;,S%NAL� A. LYNN M0AER, F'E. F.&9 "m / a M IAM M MIAMI -DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOAH tivww.miamiaade.gaviueral PGT In$ttatr-ies 1-070 Technology Drive, North Venice, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the-expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DIEWRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion - L.MJ. APPROVAL- DOCUMENT: Drawing No. 6300JR, titled "Impact - Resistant Aluminum Tube Mullions", sheets 1 through 22 of 22, prepared by manufacturer, dated 08/29/11, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. - -NUSSILE IMPACT -RA ING; Large and Small Missile hnpatt Resistant LABE)GligG: 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 # 10- 0819.05 and consists of this page I and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. wrt WADE Courrnr NOA Nak 1 '- 11922.01 Expiration Date: May 26, 2016 Approval Date: December 08, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 6300JR, titled "Impact- Resistant Aluminum Tube Mullions ", sheets 1 through 22 of 22, prepared by manufacturer, dated 08/20/11, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 S) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202 -94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A -1 thru E -1), dated 02/28 -11, and addendum letter dated 05/05/11, all signed and sealed'by Marlin D. Brinson, P. E. (Submitted under previous N OA #10- 0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007 and FBC -2010, prepared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller, P.E. 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 with the FBC -2007 and FBC -2010, and no financial interest, dated June 06, 2011, signed and sealed by Anthony Lynn Miller, P.E. 2. Proposal # 10- 1070 -R issued by BNC to PGT Industries, dated 01 /07 /11, signed by Ishaq I. Chanda, Product Control Examiner. G. OTHER 1. Notice of Acceptance No. 10-0819.05, issued to PGT Industries, for their PGT Series Aluminum Clipped Mullion — L.M.I., approved on 05/26111 and Ap *ing on 05/26/16. 4 ue Perez, P.E. Product n 1 Examiner NOA No. 11-0922.01 Expiration Date: May 26, 2016 E -1 Approval Date: December 08, 2011 SUITABLE FOR ALL LOCATIONS REQUIRING NON - IMPACT OR LARGE AND SMALL MISSILE IMPACT - RESISTANT PRODUCTS FIGURE URE 11 MULTIPLE ENUIO WIDTH FOR V8MCAL MULL MULLIONS __- SEE 0TAMS 29� i I� SEEDSTAW MULL Le PH / lil IAm DETA&8 HOAIZOWAL "AIR MULL 8 mm" LEtmm HCRRORrAL MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGUURyATKM; mum Lmam I" WIDTH I iT 'Elf N � LENGTH P T_ SINGLE MULLION SINGLE MULLION SEE coRRESPN mwo DETAILS FROM PWRE 1 ABOVE: GENERA!. NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION 18 UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHER. ARCHOS TORE 2) THE TYPE AND NUMBER OF ANCHOR IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS %NAPE HAVE BEEN TESTED AS' FREE -FLOATW AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN U4• FROM THE CLIP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WIdDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L180. THE 113 STREW INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 60 1 A % 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND l *MM:: ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEETAND SHEET 21. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN 61EIGM PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. POR NORMONTAL S) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 3NEET3 7) MOM EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHOR SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. FOGISTRATON �P CFMY� S) REFERENCE TEST REPORTS: FIL -8443; ELCO ULTRACOWAGGRE-0ATOR NONS; ANSUAF&PA NDS FOR WOOD CONSTRUCTION: NW BE ADM - ALUMINUM DESIGN MANUAL MANUFA0TURED BYPGT. 8) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPUCATIONB. MULLIONS ARE ONLY TO BE USED WITH PGT- APPROVED FENESTRATION PRODUCTS HAVING CUR RENTAPPROVALS. 10) MULLONS ARE IN COMPLIANCE FOR USE N THE H%M INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBSIM FOR THE OPENING USING THE ASCE.T STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS - RECTANOULAW OR?RI NGUAARRRAPEZOIDW. GENERAL NOTES 1 U68TRUCRO= I ELEVATK)NB I MULL TO 2X 4V000.. 2 MULL TO 1X & MASONRY ,......- 2 MSTALLATION NOTES -- 2 MULLTO MASONRY 3 MULL TO STEEL STUD- ._....... -.. 3 MULLTO MILL_..- .......- ... -..._ 3 ANCHOR SPECS 3 ALTERNATATECLIPS 4 SAY MULL INSTALLATION_4 1 X 2 X.128 MULL SPECS —e 1 X2X.378 MULLSPECS..--_.._6 1 X 2.78 X.378 MULL SPECS - -7 1 X 2.78 X.88 MULLSPECS- .... -,.-8 1 X 3.124 X AM MULL SPECB_S 1 X4X.128 MILL SPECS......... - -10 1 X4X.378 MILL. SPECS.. - -,x_11 128X 3.188 X.286 MULL SPECS -12 2X4X26 MULL SPWS 13 2 X 8 X28 MILL SPECK 14 I28X2.11 X.128 MULL SPECS. -18 30° X 326 BAY MULL SPECS.- ..-.10 4V X &W SAY MULE. SPECS...... 17 MULLION &CUP DUMIOAS.....18 70 EXAMPLES I & 21 LOADING EXAMPLES —22 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY IL8SFM FROM TABLES 1A THROUGH 13A, ON SHEETS 8 THROUGH 17 PRODUCT RBVISBD I- —HORIZ pall LEHOiN —i RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLRN118 SPANNING dw Ls VERTICALLY OR HORIZONTALLY}. THE MULLION CAPACITY U SSIM OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE B��> Oxis A REQUIREMENT aSSIF M FOR THE OPENING OBTAINED IN STEP 1). mmira..dwommm 0I(o 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE N THE NEXT COLUMN ANCHOR CAPACITY REQUIRED ILSS L THIS By VALUE REPRESENTS THE WNDLOAO TRANSFERRED TO THE SUBSTRATE BY THE ANCmR AND MUST BE MET TO ATTAIN THE FULL MULL MULLION CAPACITY. 1616! 0) FROM THE ANCHOR CAPACI T Y tLBSi TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE AICHOR�I�STRATE/ ANCHOR- CLIPPATTEtRN MAY APPLY) SELECT ANANCHORp. IP PATTERN ANDVi _li1FY THAT THE itEQNREO \\\ VINN M psi u , O�y,...•..••,•(F�P ANCHOR CAPACITY IS MET. OPSMND WOTH `� �•' • FCR vERnca pall 7) IF THE MULLION CAPACITY (LBS/FTai OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (U33JFT°i ,� = .>k No. SS706 oPEwNO w1u. FOR VEFMCAN h 1LL FOR THE OPENING, YOU MAY USE THE ANCHOR CAPACITY ADJUSTMENT FORMULA' TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE t��. a gyp q� MULTIPLE MULLIONS S) VERIFY THE DESIGN PRESSURE RATING (LBSifM FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL .O . 11�3E�fl : 2W �i��O�. MULLION CAPACITY (LGS/F1'1 OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE .. F6.ORIOP�� MULLED FENESTRATION PRODUCT ASSEMBLY. , ` 8) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A LYAW91IIIWP.E FL P.E.# 58708 of DETAIL A. DETAIL B: 46 MULLION TO 2X WOOD SUCK MULLION ATTACHED TO IX M=KnW TYP. ANCHOR OR WOOD FRAMING WOOD BUCK AND MASONRY AM PER SUBSTRAM ACHMENT (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) SY ATT BEE SMURIM111-105 OTHM SHEET I. BMSHEETS MN m THE IM FOR HOLE .4 CONCRETE ON EDGE ;E , CMU' DISTANCE. STANDARD LOCATION I OFFSE, MULLI SMSEETABLES I CLIP MAYBE I SOME EDGE DISTANCE 18408 THIS METE 1 MT I FOR MASONRY dmay ANON= FORWOOO w ArMAXFOR 4. SIDE VIEW CO Z ALL MULUONS 4. 0 4 THE 4. 4 MAYBE EXTERIOR THIS VJ LLL EDGE A OWANCE 4 z FOR a e. z Q 4-7 0 MASONRY ANCHO EXTERIOR. RS •fog SEBTABLES 1840B INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SMALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY- BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR To ANC DISTANCE, , THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A•D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD 4) WOOD KOM ARE OPTIONAL, SEE DETAIL C. SHEET & 5) FOR MASONRY APPLICATIONS IN mwo-DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO ULTRACON OR ELCO, 1W S.S. AGGREGATOR MASONRY ANCHORS. BEE Kai SHERT1.1. TYKANCHOR PERSUBSTRATE. SIDE VIEW FRONT VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SMALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY- BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR To ANC DISTANCE, , THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A•D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD 4) WOOD KOM ARE OPTIONAL, SEE DETAIL C. SHEET & 5) FOR MASONRY APPLICATIONS IN mwo-DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO ULTRACON OR ELCO, 1W S.S. AGGREGATOR MASONRY ANCHORS. %ttima'-, 40 t4o.58705 z OF 0 o .......... I e SIONA1, A. &WWd&9� P.E. FL P.E.0 60M TYKANCHOR PERSUBSTRATE. SNYADMIS-10B SUCKST" AND ATTACHbOff BY OTHERS. SEE NOTE 1, SHEET I. M1N2.?= CONCRETE ORCMU FRONT VIEW PRODUCT RBV=D %ttima'-, 40 t4o.58705 z OF 0 o .......... I e SIONA1, A. &WWd&9� P.E. FL P.E.0 60M DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) M@12 KWCONCRETEORCMU FRONT VIEW PER SUt1BTRATE, SP.E TAMM 93-109 . SEETAMM MIN 2.T Rf CONCRETE GR CM7 18.108 SIDE VIEW sTALLA ON NOTES- 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED. REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CUP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEMEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHIFT 3. 5) FOR MASONRY APPLICATIONS IN MIAMI -DARE COUNTY, USE ONLY MIAMI-OADE COUNTY APPROVED ELCO ULTRACON OR ELCO IM S.S. AGGREGATOR MASONRY ANCHORS. C FRONT VIEW EXTERIOR DETAIL E: 12e wN MULLION TO MULLION INTERSECTION (U -CLIP) VAS L TOP VIEW � SS=T NOTES: 1) MAY BE INSTALLED IN -WE' OR'f2t W 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE U4XV DRAWINGS, SHEETS 180 FOR CORRESPONDING MULLION. -AEXTERIOR '-J-' '-J-' SEE &DEMwm FOR IDLE LOCATIONS am' OIBTAMMi SE8TAMES 1 &108 SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SH TTP. 1) FOR 2X WOOD- BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 6-17, FOR QUANTITY OF SCREWS. SIDE VIEW PRODUCT RBVISBD %�� • , ATE F .' .�_�� A P.E. FL P.E.# 58705 DETAIL F: FIELD - MODIFIED MULLION CLIP (F-CLIP) see DeTA2s A•S. SHEETS 2 A 3 FOR INSTA"T= TO spmm SUBSTRATES. SIDE VIEW SHOWN VOTH rXCX.12r muum NOTES FOR NSTALLATION OPTIONS P 1) DETAIL IS NOT APPLICABLE FOR THE SAY OR 128° X 2.11' X.125' MULLION. 2) SEE TABLES 1B-10B FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR HOLE LOCATIONS. 3) THE 2X8 CLIP IS NOT SUITABLE FOR THIS APPLICATION. DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) i t EXTERIOR DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) rMANA I .y NOTES FOR INSTALLATION OPTION G 8 H: 1) USE 2 ANGLE CLIPS PER MULLION END. CUPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES 18.118 FOR ANCHOR QUANTITIES AND SHEETS 18.28 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 128 OR 13B FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR HOLE LOCATIONS. 001IRMIUMMA p6NSQ it • 140. 58705 is jr 1 sim ,`NpA(�L�` A LYNU MiUk P.E. FL P.E.# 58705 NOTES FOR INSTALLATION OPTION G 8 H: 1) USE 2 ANGLE CLIPS PER MULLION END. CUPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES 18.118 FOR ANCHOR QUANTITIES AND SHEETS 18.28 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 128 OR 13B FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR HOLE LOCATIONS. 001IRMIUMMA p6NSQ it • 140. 58705 is jr 1 sim ,`NpA(�L�` A LYNU MiUk P.E. FL P.E.# 58705 1A iwln I 126(n I - thin I twin NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: win FIGURE': wln Min --j 1.000" r-- Amp Coda Aoo I I!i wtn ' r w(n 9) MULLION MID MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DOfIENSKHdS, SEE SHEETS 18-20. ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRUM IN 1x2 x.128 aB Tmp ittep L-ft ftampw waft nepi Redmoaff uaft L—g, I Ti WTftX uVem Lwft 3: wRmnp. Lwft AN SG OF 0.58. ALUMINUM SHALL BE 6W345 AND BE A MINIMUM OF.12G THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND THICK GAUGE). Reotmgder uaft lr nwrm is 1' X r X .126' MULLION ? No. y — ANGLE CLIP MUST BE USED IN PAM. FIGURE 4: FIGURE 8 FIGURES: 1mv ��.t` •'••. O • FL P.E.# 68706 iwln I 126(n I - thin I twin NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: FIGURE': PRODUCT RBY648D as w YfaB �►l� SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. --j 1.000" r-- Amp Coda Aoo I I!i 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS L4 ALLOWABLE r 9) MULLION MID MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DOfIENSKHdS, SEE SHEETS 18-20. ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRUM IN By THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS W20. zc Nr 111 f t 1 I t t 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT- F[.LED .1 CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH 3: AN SG OF 0.58. ALUMINUM SHALL BE 6W345 AND BE A MINIMUM OF.12G THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND THICK GAUGE). [,URE �C 58705 .046' (18 STRUCTURAL STEEL TO BE AT LEAST. I28' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERI/LL. 1' X r X .126' MULLION ? No. y — ANGLE CLIP MUST BE USED IN PAM. FIGURE 4: FIGURE 8 FIGURES: 1mv ��.t` •'••. O • �Ilill� ii 1� (UP—) X tMULI =ANCHOR CAP. — USE THIS FORMULA TO OBTAIN THE `ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT I8 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TOOUALIFY ADDITIONAL ANCHOR OPTK= FROM THE ANCHOR CAPACTTYTABLE. 6%! TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. PRODUCT RBY648D as w YfaB �►l� SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. --j 1.000" r-- Amp Coda Aoo I I!i 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS L4 ALLOWABLE r 9) MULLION MID MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DOfIENSKHdS, SEE SHEETS 18-20. ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRUM IN By THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS W20. zc Nr 111 f t 1 I t t 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT- F[.LED .1 CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.58. ALUMINUM SHALL BE 6W345 AND BE A MINIMUM OF.12G THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND THICK GAUGE). 1 �C 58705 .046' (18 STRUCTURAL STEEL TO BE AT LEAST. I28' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERI/LL. 1' X r X .126' MULLION ? No. y — or 1mv ��.t` •'••. FCORIOP' ' C9 A. LY I WLIR, P. E. FL P.E.# 68706 TABLE 2A A dwCapPacm. Amimn 3Me- MmUftm I 114•waoUmm= lw= WWMWUftm I ,rya I Ilf I'A I [I#. ,I �,] NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. VWAUFTT =ANCHOR CAP._ l USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACfTYTABLE. FIGURE 1. FIGURE 2 TABLE NOTES gwftbdwFhslda • O • • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. B4ig 1Nm SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. y tow j► FIGURE 3: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ALL MULLION CLIPS MAYBE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN 2.0�" THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18 `�� O�V LYNN ......... M /(( '•. �i ANGLE CLIP MUST BE USED IN PAIRS 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED .3T8' r'�}CENS FIGURE 4: FIGURE 8: FIGURE CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C40. WOOD SHALL BE PRESSURE - TREATED _ 7k : No. gBT05 • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.08. ALUMINUM SHALL BE 800; -78 AND BE A MINIMUM OF.126• LEAESTT - 1TIICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST SCREW THREADS BEYOND t• X z x MULLION -_ •O '. Q , �e T1�: MATERIAL 1 ��O •. ST. OP . ' C� ''•. i'� FLOR10. S�OMA� �? A. L`%I IVMIL R, P.E. FL P.E.S SSM TABLE 3A Amh*rCUp PabmG Atclm7y( 918'Ebol n v4•Ebo UNmon °°--^° ffit8'81ao UBtBOw + ••� u3"81oo lAtraoan ur sa euo _V8100 I FGBaemu IW 88 Mw I PTINOOe NO MW 012 SUei I Yatat HZ SW ed�oieOmeeO�k .%\ �N� ......... Z7 Xr * *LLYLLY ' No. 50705 AIRMOdw UIUM n Armor Goft(ft 1 ft w(GM 1 aw wpM r attr r avr 3-v9• r 2•va r &Ur r &vr r I 0.4r aer I o.ur Embeamme 1.?Ir 4�f4' 1344' t yr r ... — I 1.ur vur I 1 -vr I 1-vr I r 1 a!B' Iale (Lae nme q aw wo NOTE: FOR THE OFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRq ED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. URE 1 FICOURE . 17 o 11 0 flW 'E 3: wdhtho FIaHAa A-0— No IJMM swwns"wdM BY ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE & FIGURE 8: .%\ �N� ......... Z7 Xr * *LLYLLY ' No. 50705 rT 0 1'X2.7VX.37HPMULLI IMYIIYR Y/,f•Il{41� i a ANCHOR CAP.,® USE THIS FORMULA TO OBTAIN THE •ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT* LOWER THAN THE MIRA" CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R WILL YIELD A MOW" ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 13 ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 1B-= ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN (MUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS IS-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC 301 SPECIFICATIONS HOLLOW AND GROUT FULLED CONCRETE BLOCK UNIT (CMIU) SHALL CONFORM TO ASTM C•80. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.58. ALUMINUM SHALL BE GO T8 AND BE A MINWUM OF .128' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048' THICK (13 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .12V THICK AND AML ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.. wdhtho FIaHAa A-0— No IJMM swwns"wdM BY L 1111111!/ .%\ �N� ......... Z7 Xr * *LLYLLY ' No. 50705 1'X2.7VX.37HPMULLI STA O1 ..4/1 '.'��t`''••FCOR\oA.' ? ON A. L1IIV M(L'L`ER. P E FL P.E.# 58705 TABLE 4A Andlof CUP PaRerre anolmf Sfirftoll0mw t2hmmm w.o -raw tl0eaao 8M8'mw uut vcmwt:hmm uroomD Aggnftm 911r Elm LQ wa wsaeuo AggMOMW 810Btm Smas(" 8125lw z (KiG 0128tW sow(" Edge Obtain r 244 • 34W 1. 2•tta r 2.112' a &1l8' a n48` 0.64' oazr Embo an d 00 I-We 1.914' a 1 -w 1 -w 1 -v4' t w 1 -w 1 -w a Tap 13�° 2 ®ass Wn.O. 4 Ads ®1.15 Wq, O.C. 1Sfmt0algw tk t Staela8 (a O6te2) a K OSO00 48009 08 70008 i.A 184408 WA 27000 WA 2ao tbs 8800e S64 ms WA 74olhs WA 48608 R8A W4lbs WA 118208 NA S28 1M 882 8s 4� mta 68006 1120 os 4Amros ®S RII6 O.C.I 288 Angle / (FlB. SI 78008 78880 NNA 1888 0e 64000 BBO 0x1 WA 78D 99808 86005 2584 08 Bm 08 1120 be 2AWAM ® OAV RO L O.C. t tK4. WD IWAhw. ft WA WA WA WA WA WA WA RSA WA WA WA 71800 tAmhotf F•plp(Fq.6k 488Ibs 18608 82200 7M8e 140 OS 17!08 87O0s 294W 9820>e 68186 18SR6s 210 SS 290 Rbs 2Andma�1.18'Wn.OAl F421p (Fg. Bk 24008 98008 WA WA ISO 0.s WA WA WA WA WA 52808 42008 88000 NOTE: FOR THE OFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. FIGURE 1: FIGURE 2: FIGURE 3- • • • • ANNE CUP MUST BE USED IN PAIRS. FIGURE 4: FIGURES: FIGURE 8: • • • • UW ) X MULLION CAP.,, --) `ANCHOR CAP. — USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED• CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED W MUON. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TOOUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTH$ IS ALLOWAME. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS. SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SO OF O.M. ALUMINUM SHALL BE 8083 -76 AND BE A MINIMUM OF.128' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND AW THICK (18 GAUGE} STRUCTURAL STEEL TO BE AT LEAST . 128• THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL i r 1' X 2.75' X Aw MULLION PRODUCT IIII 1pi �n ............... *' No. 58705 ':• T 3 °OF O ST 'I,. 91ONA% -'Fo %% a LYMJMa6k,P.E. FL P.E.# 58705 TABLE 5A Ilolion Capaft Table WWA LA Caar6te OPenhoYWdth&rvar m*spwwdngmMon)orOpan(n Tom Mm HeIBM (for horiaonta*sp- ftmtoon) Hoftwcmu V' eom sour Loom loin 140 to I$* to 1'x3.1211": 'Lwft THOT&W Ise®re RadmoW Ld-ft TMprrdmm, Lmaig Loaft Tmwyd o Lamiq Loaft Loalmg Lnoft TM#Tdag. Loadmp RMWaLOW Loft I TAWMW4 L� RBdmp106t Looft Tsp2Tdalg Load Lmanp T0Bp116aY, LoaWp Reamaw Loa680 Tmwdap. Loaft Ttd79Mn5 If 11, 11 r 1a r 1 !1 1 if 1 1 1 1a I 1464' 890 ma I 1 111 I I I In Ia 1 Ia 1 a 4Andme W1.15r693O.C.28twwa8tffip(Fle.2k 4AndiaeW550n.QQ r(99296AnPC1p6(h10 * 3And= W 146. Nh O.Q r tMMA ed01W'AOm pip, 4j I TOOWe 7M We WA WA mtba WA WA 1MOpls WA Ia 11 98008 MOWS WA 1 h WA 938 On t0A 1 NM 298005 wA 4281 1780 = 170.0 cm 170.0 744 170.0 4771 170.0 898 1740 800 1700 M 170.0 810 1780 1118 170.0 621 170.0 1240 9740 621 170.0 1488 170.0 821 170.5 1796 1740 681 1614 I= 170.0 621 49In '170.0 709 170.0 524 170.0 860 170.0 684 1740 M8 170.0 890 170.0 1193 1740 S 1278 170.0 877 1740 1417 1740 6M 192 1W7 1740 880 13&1 1W7 170.0 880 1142 15 8M M.M81n 1740 747 1740 409 1740 886 1740 801 1740 1608 170.0 ON 1740 - 1906 1740 729 170.0 1946 1740 747 1740 1494 17'40 760 141.7 1486 1740 788 121.5 1M6 1740 788 1049 1498 170.0 788 54m 170.0 M 1740 012 1740 eae 1700 891 1740 1118 1740 784 MO 1278 1740 = ISM 14M 170.0 OV 149.0 1401 1700 = 121.8 1401 1740 881 1000 1401 1740 881 034 1401 1740 881 bom ` itN 7740 170 8M '890 170.0 7740 701 748 17a0 18a8 toss 1600 170.0 170.5 70r 86O 18&6 15A 1168 1010 TMO 18&0 676 800 1847 110.8 11W 1009 SO.0 141.7 629 848 12LO 108.0 1168 1008 1S8.5 1220 017 098 111A Ke 1168 1009 t49.? 1240 010 824 926 700 11M 10411 144.8 118.3 008 070 749 8&6 1188 7040 1444 1109 9w 81S 88.4 89.8 1188 1049 144.8 1148 903 019 s8m 16&8 668 170.0 780 19a0 = 181.9 800 119.1 00 139.7 780 IOU 921.4 776 928 � 1128 760 8 &4 086 108.4 740 80.0 868 919 740 Me M 9&7 745 821 888 88,7 748 Mm 12" a M7 140.5 847 114.9 607 91.8 803 101.1 070 3 912 BM 71.4 869 83.5 040 842 B03 78.8 6rd 6 &B 80s >22 B92 48.0 8Q4 840 828 441 409 09.7 78m 1082 WA 818 790 721 6 &1 MB 1 78A MB S0.7 721 Tat 6M SU ' 781 86.4 SM 400 721 � M.4 BM 39A 721 B&e M4 sal rn 641 883 76m 101.0 881 10&4 MB Bat 884 8 &4 65 722 8B4 78,4 678 4 744 SW M9 884 8aq 688 80.6 M4 �8 M1 427 684 Qa1 047 x81 M6 01.8 8911 91A 884 80.0 M4 90 m B&B 014 W.5 4M 04.8 014 40.3 448 470 614 60.0 440 KWS 44.5 433 90.8 814 4a.5 417 SL9 614 40.8 421 274 614 3 &0 412 23.5 014 844 408 248 614 240 403 so m Sat 462 86.7 404 4L2 482 47.0 898 9&7 462 400 MO 804 884 90.1 4M 929 870 ?2.1 462 90.8 978 2" 462 248 9B8 19.4 482 212 3M 16A 452 228 8M 108m 98.9 840 8&B 511 81.7 940 827 877 272 840 1&4 812 282 808 21.1 85 127 909 1a0. 95 20.8 299 I&S 840 18.0 103 19.8 940 102 240 11A 1 &o 209 111 m 38.1 988 96.8 808 2a2 938 30.7 901 210 S98 16.1 208 711 222 14.6 996 20.8 17.5 S9B 14.0 284 14.0 9x8 106 278 120 938 tab ?r9 77A .838 118 200 120In 27.7 269 292 183 211 2M 23.7 2M 14.8 2M 2D.5 269 17,9 2M 1&1 761 1 &4 269 18.8 248 18A 2M 14.9 218 t1.8 2M 728 240 &9 2M 11.4 78B B7 7M 10.4 232 AnohorCapa ft Table (8m) LA Caar6te 3.61 Cam, I Hoftwcmu F'Bied Cdpl mew AnWW Type: 335 La0otp0eom tM' 8IM UMM0mt ffils, Ewo Lamm 8510 Lmmon V Lm Oe tW 88 Om A99MGa19r 618° Elo tM=w 1M a8 aw Appwaa0r MO ame saw(" #120M 60w(G18) 4.12 64 sw"(4.8) Alldar C11 Faftm 2Arohae�478.1Am. Edpostmm" r &1rr r 2•t/r aVr r 241r r 1 &Vr r 3-11W r 4..46' 004' 4.324' tim6eQnlad /81&Mlad (Fop. 7.414' MOWe 1.9114' x90404. I saw 490408 I 1464' 890 ma r 9 406 t-4pP 4.706s 1-424' 290 Os 1 -vt 740 Ms 1-424• 4881. 1-174• 88488 r 716230 I-sr =55 1.9IS• (eeenam 4Andme W1.15r693O.C.28twwa8tffip(Fle.2k 4AndiaeW550n.QQ r(99296AnPC1p6(h10 * 3And= W 146. Nh O.Q r tMMA ed01W'AOm pip, 4j 4OWe M4.e K% TOOWe 7M We WA WA mtba WA WA 1MOpls WA WA Imes 1'8A 79A Boom -NA 98008 MOWS WA 5WA WA mis wA WA 938 On t0A NA 4.M Ss RSA NM 298005 wA 85238 mms WA 846 60 On WA 1170 We 1121406 1404 W4. 1At19at 1�OBp(Flp. � 2Anahua ®L18' 663. QQ rF.t�r (F�.Ok NOTE; FOR THE AFF3ET CLIP_ I ICI: 185@a 2"Ms Res WO MOOD 276404 WA 4466x, WA 87209 . w4. t96W6 WA 14026 1M be Wo 34. WA 28408 WA es2 W4. 90A Mt ms W4. 1ss 406 308 W4. 210 m6 4.M ss 2M me 8M8s WT-{iAl•AUII T a ANCHOR CAP- USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUITEMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTASLE, FIGURE 1: FIGURE $ h1'000' -G No , TABLE NOTES: • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. O O • • SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. pwdtws L711HI1U 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENNG WIDTHS IS ALLOWABLE FIGURE 3: 3.126° %\ 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. � � 'VGEN8$ • • • • ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRUM IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. k : N0.58705 ANGLE C1tP MlA4 f BE USED IN PAID. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED bw _ a FIGURE 4: FIGURE 8: FIGURE 6: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-9D. WOOD SHALL BE PRESSURE TREATED = O (i 3O If . ' � YELLOW SOUTHERN PINE WITH AN SG OF 0.55, ALUMINUM SHALL BE 6083 -T5 AND BE A MINIMUM OF .128' � ��3 -� 1' X 3.128' X .8' B/MILLION • �(� I I I�IjI� �• THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGEL STRUCTURAL STEEL TO BE AT O STA `C • • J I I I I • I LEA MA1� THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND i �`S LLLL ((LL_= JJ (1'VFMUL.ION) �i'� •• :FLOR%1DI`- A LYNN �I 4.I h. P.E. FL P.E.# 55705 TABLE 6A MuMan CapacWj Table Im a 27k omete OpenNg width (forverttcagepemg Tom sold - Wore)orOpenNgHetgbt(fort r43*spanrlry� mu®ons) 8041 so In 8041 too In 19041 140 In tsom 124X.128 1d0dty 7i9pla'leny. R L489n7 T90/IBmp, Loe802 Ir4.98 Elm Ttapltlmp. tm&pDg9 loa•,q 072841• m Ttaplil�p. Lm4Vm tBeUa1610ier Twp/rdeng. to•Bng taa4agre[ Trap /ftier�. Lmft9 7Y0ARiianA Lm66q Tout.•. semw(m) aedee((4t� 8orerm y0.§ r 2-1/2• z -tl2` 9�t/8' r 2412 r &111' ? 3.1/8• r Ur o.64• g(0. 2m / EO- saAelB I-w I-wr 1.�4' 1314' $p410 1.114• 7-1M• I -I/4' 1-tfb' 41A6' y@L1=ft r 1.�0' 1.978' (swacte4) (FIp.1 or $8008 4so-s 8M-e 1800 -e 1241 170.0 820 170.0 06 1170.0 744 170A 476 1ra0 sob 1709 608 Inc m 170.0 818 Inc 1118 170.0 sot 1m0 12M 1708 821 MOWS 1488 170.0 621 1488 1480 170.0 871 1279 1195 1709 621 WA 4841 1m0 708 Inc 524 170.0 880 170.0 681 Ira0 � 170,0 830 1m0 1783 1709 881 Inc 12M I= 871 168.9 1805 Inc No 13" 1308 1m0 M 111.7 1909 Imo 890 87.7 ISIS 170.0 MM WA 5"win 6441 17U 170.0 747 797 Inc 170.0 669 Sit 170-0 Imo 808 966 170.0 170,0 891 88'1 Inc Arad tog 1118 Inc 17010 864 788 17&0 1M.4 lift 1188 170.0 1708 723 909 18&1 IV.2 1298 1188 100 im0 747 ft7 1408 128.6 9296 1168 Inc Inc 780 M 117.1 1028 1236 1189 Inc Inc 788 881 100.4 882 1238 1188 1m0 Inc Tso 881 87.8 77.2 1296 1188 170,0 /70.0 788 981 WO ft I som 170.0 8ft 1708 701 188.7 1012 Inc 787 1&0 1042 tSL1 02 190.1 1062 146.7 816 111.2 ion 13&S S 1042 1902 791 0&4 1092 12x1 782 718 1042 12&1 782 80..6 1042 12&1 782 89 m 170.0 930 Imo 748 161.2 982 IOU 818 12&8 988 140.4 799 11&4 992 191.0 782 IOU 002 MA 799 80.7 802 1149 758 78.8 882 IOU 748 84.8 982 10 &0 744 6&7 082 10&0 744 W m 188.4 947 17x0 7so 1- 847 14&0 780 11 &1 807 130.8 788 10 &4 897 117.7 761 91.8 947 109.7 788 92.7 947 1022 727 _Inc . w 88.7 713 89.1 947 84.0 711 ' BL7 eg 940 711 7241 =9 Og 1427 797 119.2 8g 1219 722 979 so 1088 708 S49 W 894 M 7&6 M 8&7 m 87.9 640 67.7 976 so.S 848 X3 668 408 848 72.5 652 428 Sg 714 ftt 7841 1168 762 720.7 886 8&S 782 1029 02 026 762 00.0 800 727 782 80.9 829 64.2 782 741 820 878 782 89.2 813 49.1 782 82.0 802 41.9 782 90.0 66! 9&t 782 8&4 686 7841 1068 720 1114 884 8&0 794 049 821 788 724 80.,8 800 68.0 714 74A SW 6 &4 720 88.1 681 8 &4 724 83A US 44.6 724 879 679 S&2 724 618 687 S&4 724 83.6 W5 som 8&8 60 719 469 90.0 60 802 474 49.7 648 628 468 46.8 618 47.1 458 3&8 643 426 452 34,8 503 988 446 2&0 60 340 438 249 60 821 480 21.7 60 30.7 420 9841 Q.9 478 688 427 47.8 478 48J 416 40.9 478 491 412 ft8 476 3U 408 81.8 478 84.8 400 247 478 920 398 2&9 476 28.7 8B8 209 478 90.6 3so 178 178 -241 178 10841 40.3 877 41.1 301 338 977 848 aft 2&8 37/ 308 390 782 377 2&B 926 224 377 24.0 321 20.1 377 210 317 1 &0 377 19.0 310 14.4 977 17.1 304 11141 97'.1 9W 97,8 343 0&0 987 318 318 2 &6 967 279 313 712 W 20.4 909 '41.8 887 72,0 909 184 Sol 20.1 801 18,4 S6T 17.4 284 19041 90.3 908 90.8 0.70 248 308 2&1 270. 219 308 21.7 270 18.8 906 191 2W 18.3 SW 17.3 263 a'A911 14441 c Ae 17.0 2fa 17.2 198 Ancpor Capaolty Table (168) Im a 27k omete 0.09 Cone. I Haman 7066 CMU PT Wood Mewl AndrorCip Pabn Mafff pe 9178' Bm Wbam 114.8418 Mtremn 3M8' Elm Wbacm 114• Boo U6omm1 1A4. $8 Emo 1 U16" Elm Ir4.98 Elm #106W 01281801 072841• P-0--o • Apprafleml IAma:al AppOeC�or semw(m) aedee((4t� 8orerm up �tmmlmfi r 2-1/2• z -tl2` 9�t/8' r 2412 r &111' ? 3.1/8• r Ur o.64• o.37A° 2m / EO- saAelB I-w I-wr 1.�4' 1314' r 1.114• 7-1M• I -I/4' 1-tfb' 41A6' 1.114' r 1.�0' 1.978' (swacte4) (FIp.1 or $8008 4so-s 8M-e 1800 -e 270 280 360 -e 740-9 488 -E pot 119 MUM 420 889 4!Q- .o226'Mm.ocl mneer6(�p(Flp,3): 700168 70009 600166 1410MS 962109 WA waft WA eft 419 W 010 Op WA N2@9 840418 MOWS SAmbma 0 L1B'Mf4 Qr. /almam,Cuo F4 980 son ig0pre NIA WA W4 WA 780-8 NIA WA WA WA WA 4AlrobasMrM7n .0.Q 102c8 Angie lops (Ftp, of 7S0 pq I 780-8 BOp-g 17BDIbe 3288 -8 640018 Bso -s 708-5 14q -8 8380N Imm 2354 -S 1804 -s SMlbs 1880ibs "Oft 22g-S 1190-e eA1a6�s^Mm o.QA(�a6A9�ec3P9(Pm ok trro-9 trro-6 18x8 -s xuom3 �aao• 818-6 o4otba WA Ilaopa 140-4 to t=o>s 96487-9 878416 1�om9 188-418 4Anobme ®0.48 Mbt 0.Q / ILCHp, km 1/8•Atudt (PIg, 7k WA WA NIA WA WA WA NIA NW NIA N00 WA 2Arm6ma ®21S Wn. O.C. I F4Sp Vq. 21 560-5 83006 290-5 708 on 478-9 WA 26D ft WA 91095 0-e 440 -9 WA 0-e N01 3ft 1h1 WA 4201141 1452 -3 860-9 4AnoboaE 1.16'Mm. QC. /F47IP(Rp. qj 4MMS 700 [be WA N7A WA I WA WO ft I N00 I NIA WA WA WA 862-9 8401b8 112016E NOT& FOR THE O FFRFTr1mIfeCrue ..... ..... Y._ FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 8: Im o • • • P-0--o • • • • • FIGURE 6: FIGURE 8 FIGURE 7. Ld [�] • ANGLE CLIP (FIGURES 8&8) MUST BE USED IN PARS. - ANCHOR CAP._ USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT iS LOWER THAN THE MULLIOP CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES- 1) SEE SHEET 1 FOR INMUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BEiWEEN MULL LENGTHS ANDAOR OPENING WIDTHS 15 ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHE ET$18 -20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEET'S 15-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT*Um CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE 8083.78 AND BE A MINIMUM OF.12S THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 ANO.oW THICK (18 GAUGE}. STRUCTURAL STEEL TO BE AT LEAST.126' THICK AND AX ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL i �Y 9s oomplyft 14'pptp0 Fp2t®a Amply m No By P4od96t NttUUrr1/ i `�� •��• �,tCEN3S'• :�'Q 'ii * No.58705 TE OF OF ONAL % `1, A LYNN MILLER P.E FL P.E.# 68708 TABLE 7A Muffin Caaaaft Table OpenIng WId01 r" VmBcag mperoHng 70 in sO la mN1lona)- cp0aing Howm(for Ayspamdng aa10oa0) as In Gob 9010 Isola 10 la 14010 18010 1646378 ter 10 1iay/rdm1Q. ►ommre 1Smiegmm Lo•9n9 TBp/r5mp. Lmmro la�ro Two - uem�m q W. Ism Tmp/Idenp. to p �oamro ►mmw a-npde0 7a'*4Tdmtp. uemn9 ReetanpWW u TmpTdum. LOU" Raafa0lpleat Lamwm flt®IrOm®. wm I_- I ll I- I_- I, fil-1, I I If 11 42la •170.0 5d0 IMO 432 170.0 744 170-0 478 170.9 011 179-0 608 170.0 = 1760 ate MO 1178 170.0 611 17110 1240 MO 621 170.0 1408 170-0 871 1769 1796 170.0 621 170.0 1885 170.0 321 4011 170.0 706 170.0 614 170-0 M 170.0 5114 170.0 992 170.0 890 170-0 I= 170.0 801 170-0 1278 170.0 877 In* 1417 MO M 170.0 1700 170.0 880 MO IBBS MO = 4619 2024 1760 880 5a5B 10 MO 747 170.0 0&9 TPoA 808 970.0 091 170.0 100 Wall 0a4 170-0 1188 a" 729 Me 1845 170.0 741 17110 1494 17&0 756 77110 1795 170-0 768 1860 11118 1".0 750 1�9 tots 170.0 70 6601 1760 7W Eta 170.0 M 170.0 001 -I 1700 ilia 170.0 764 170-0 1275 IMO 803 170.0 1484 179-0 807 170.0 104 me 868 "me 17W 170.0 881 107.1 17W 1760 set 120.0 1700 170.0 681 001 970.6 886 F&0 0 701 170.9 1083 170.0 707 170.0 1440 170-0 078 170.0 1417 17&0 1 904 =.a ISM 1709 088 168.6 1079 t7a0 1035 1289 lots 170A 1005 111.0 1878 170.0 1085 87.2 tole 170.0 1088 8301 170.0 990 0 746 190.0 1118 770.0 80 170-0 1802 170.0 040 INA 1408 170-0 1016 10.7 150 TPo.O 1W8 141.0 1842 1760 H22 117.6 1842 186.6 110 1067 1842 1079 1167 11&7 1042 167.9 1157 OsIn 97x0 974 1760 708 170.0 1180 1760 808 170.0 'Is" 1984 Ime . 1002 180.6 1472 170.0 1085 1428 7472 18&8 1148 1260 1472 188,8 1180 107.1 1472 1479 NO8 01.8 14M 10.0 1104 809 1412 148-0 1900 7210 1760 toes 170-0 670 170.0 1611 1 00 100 1520 1882 list lama 1320 1499 1082 1179 190 17/9 1085 106.6 1320 128.8 1049 860 1920 , 117.0 1024 75A 1820 1128 I013 660 1320 1126 1012 p 7810 17xO IM 170.0 097 14BS 1184 10.4 1015 12&2 1189 189.0 00 9125 1184 128.7 078 M.7 1184 115.9 984 80.8 1184 107.8 082 74.0 1184 117.8 (10 84.! 110W 00.1 327 8&1 1104 029 828 i9l! 78 to 1so. 1124 170.0 967 1564 1120 147.0 988 918.0 1124 1200 947 100.6 1124 148.$ 031 S2.S 1124 IOU 918 03.0 1124 Sao 900 0,2 1124 OU M 03 1124 80.5 081 81A 7121 85.2 878 80la 10&1 640 11.8 780 869 644 809 738 779 044 821 720 879 844 75.8 772 861 844 WA 702 60.0 904 81.4 898 460 844 54.2 678 50.8 844 860 M MA 844 47.7 60 mm 861 732 819 605 74.2 742 77.2 860 _I_ 868 _ 7B _ 872 _-- 841 66.7 742 0.71 851 49.5 742 60.1 622 "A 747 418 614 V.1 742 43..11 800 519 732 90.8 690 27A 742 079 604 10 [8 " 028 50 e9.9 am 521 See 689 am 44.7 655 48A 019 511 08 41.4 06 s49 888 379 40B 519 660 50.2 492 28.1 00 20A 461 =3 889 260 472 10.8 08 20.7 40 111la 5.8 US 5&B 500 490 50 465 485 41.2 506 429 7 467 3&0 00 3&0 480 32.0 686 942 479 28.8 05 81.8 467 24.0 aft 27.1 187 10.8 80 24.5 448 111-0 60 224 442 taola 468 476 4&4 489 880 478 32A 428 320 476 397 420 2&0. 476 11I 2&8 - 414 269 475 2 &8 408 228 475 246 404 160 478 21.1 896 789 sib 1 &7 $97 14.5 475 17.2 981 73 32.4 990 20,7 90 72.0 90 32.4 801 1 &0 930 1 9.8 1 287 IGAI 0.w 1 17.01 209 TABLE 78 ANCHOR CAPACITY ADJUSTMENT FORMULA: MohorCgmfty Table (166) Aftw COD Pallms Amha"lypm Eaga bodm ae (la 6016ad11mnt gnj zA role�a 0.G 1W# 4M t6�225 Ilia. aG1 Cop (t�. CIP ft 4): 8j VA 0.G / U•CBa k" 115•ANm. ft 4 a 2.2r Nat. 0.G a 1.18WA 0.44/F420p LFY•ek 2' Concmffi 6811 C4a0. Nallowcmu Fraed CIKU PT Wood b1elal (DR-) X ( ANCHOR CAP. ,m ` a ANCHOR CAP._ , MULLION CAP..,.,,,/ USE THIS FORMULA TO OBTAIN THE HOR CA CAPACITY REOUIREW CORRESPONDING TO AN ACTUAL PRESSURE REOU62EMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE NOILLIWd CAPACITY (FROMTHETABLE)OF THESELECTED MUWON. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 3n8• Eton 71 wea r 2-1IT tw 106190aomt r 24W lYt utmm 31A° 9115 Bw 11bwm r a lw Bon 1 mwm r 2-12• H4 SS Ego r gtw Eton 61/11• 1/498 Bob r 610 Steel Sp y 645 61281061 084 6112 Stem 801.3w 6824 1.1/4° .009s 70099 00610 76099 tfl099 WA 48098 1311° 88o9S mios taco as 7a00m 197096 WA TOO 144 1304 48090 5199 WA 800810 15A 90. WA N/A 1314• 8001 141099 WA 17Wam 274090 WA WA r 184499 95299 WA salts Om 284499 W WA I -I/4 270810 WA WA 8p 90. B106ro W 1 -114• 10Um 0096 76090 tIW99 64099 W 1174' 354 Um W0. WA Toe 90. WA WA 4774' .1904=66 1.114 99 m 96 6 1 -124' r 9 w 8 I-W MMHM- 32099 032510 1304 tag 85dOm o781hv NN1 SW 90. 862610 1,818• 46090 &10169 7880 em 84099 t�08m WA 41099 8'4096 (Smaftod) 9089 11�9U 2zw 90. 9120010 %6099 14d29s 0095 7120Om � 1.000' f••-- . ••.•� ...r .,...•.� ....w.vn - 1 G M PoVl4AUR VALL=Zf Ab I tit 11TMLXARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE S: FIGURE 8: TABLE NOTES: • o o ° • o o • • o o • • • • • o • M-0 1) SEE SHEEI 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ° o o • ° ° • • • • • • ° • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOIOR OPENING WIDTHS IS ALLOWABLE FIGURE 8 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18-20. ALL FIGURE 6: FIGURE 7: MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD • • • • FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACd 301 SPEOFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM Cam. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN POW ANGLE CIO' (FIGURES 1188) MUST BE USED IN PAIRS. WITH AN 80 OF 0.88. ALUMINUM SHALL BE 0005 -TS AND BE A MINIMUM OF.128' THICK. STEEL 8TUDS TO BE A MW01A1M GRADE 33 AND .040' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.I2G THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL i i i i Niel � ��0.......... ' • VCENS,F• '�: * • 80,58705 D x A V E •, OF zz: A. LYNN P.E. FL P.E.# 66706 TABLE 8A muQWa Comb Table MWA ANGLE Opening WItl81mtver9 mddion9) or OpenUB H91gm (ror to wUay+ nNng ma®ona . Ott 00 b 70M 8010 Gott twin 120M min ISM 1.28° k 3.188°x ttBr 1° Tag• wadog R Loaft 7laprtemlp. LoeVirm Reoteoft lassos I ThoUeag. Looft Reot -ardat L�+9 Tmp/78eng Laedttg Its L40dag 7rap/M."ll LmArro Remtmq Qar t Tm7rR10g. t4aA9B RemmagWar LoBdtO LaodiO Loed00 7mpRrffi08 LmemnG Raotmp &W Laad9t3 74ap "Ix LmAGG f 2-Ve r I 2.1? h I I i 1, 111 OAV 1, 0.324' 11 1 I-wr 00 W0. 70016e 7001 WA 186011 0001 - wr•,ze......... 1a I Ia 111 270 ft WA 840 Gs WA 198611 WA _ �..._. Ia 1.114' 7-A Im"s WA li � i I Ia I-w 42001 890 em S400a WA 210 GN 40IW (aea nmta 000s 1106 - 1120 me 1472 gn 200s sons 11 I.I ilI 1, I 11 , � 11 11 h a In 170.0 820 170.0 m 1700 144 170.0 170 1700 es Mm 1710 06 170.0 982 170.0 me flan Im v 621 170.0 1240 170.0 @1 170.0 14se 17x0 W. iM 1736 M.0 GM 181A 170 170.0 an 4eM 1710 709 1710 621 1710 80 1710 684 1710 170.0 = 170.0 1133 170.0 01 mo 1270 170.0 e77 170.0 1417 1780 60 184.8 1648 Inc 60 Im? 1808 MA 80 ttal 1618 170.6 No . 60.80 tt 2.0 747 . 17x0 03 t710 086 170.0 ON Ma 1008 170.0 894 1710 1186 1710 723 1710 13x8 170.0 74r t87,0 140 170.0 766 10.2 t40 170.0 70 119.3 1468 170.0 70 IOC4 1498 17MO 766 Ntt 170.0 787 1710 812 mo 80 Ina 691 1710 1118 me 784 1700 we 1710 603 183.1 1x78 17ao 897 146.8 1378 1710 am 171.3 1978 170.0 861 100.6 1978 9710 881 91,7 1978 170.0 881 0M 1710 886 -_ 1710 -I 701 - 1700 1089 170.0 787 1818 110 170.0 876 199,0 110 /W-4 80 128,8 110 18ae 818 1111 110 10.0 912 927 110 1448 906 7a1 1 0 144.0 906 88.6 110 144.0 906 b0.tt 170.0 G0 170.0 746 160.1 101 170.0 80 1871 1061 186.9 en 120.1 101 142.0 848 10.7 1061 1323 07 gat 1061 118.7 00 80.1 1061 It" an _-1 a" 101 119.1 m 840 1061 119.1 am { Mn 197.1 98T 170.0 70 188.3 9e7 181.0 08 11a4 887 1340 780 104-4 987 121.0 m �e 967 112b 787 Bas 987 109.6 769 884 867 100.0 70 _ 617 ON 9a9 745 821 867 Sae 749 72M 121T 800 1912 NS 107.3 801 1181 664 91A 809 101.0 871 0.0. 804 s-4 60 71A 04 84.1 60 fi44 04 788 848 68.8 801 729 80 48A 600 69.0 e18 412 804 88.8 618 78 M 76tt 108.0 1011 722 668 1144 _- 10.8 s0 em - 811 Sk4 722 N6 G71 89,8 616 as 781 723 772 686 03 7" 08 877 sa4 0" 722 m 7a7 70.8 06 m 08 662 722 m TOA 81.6 0e 60 64.7 0.8 722 08 88.6 at 860 ON 46,8 422 722 688 686 84.9 670 613 8 &1 881 722 85 6A7 81.1 886 697 941 31.9 M2 80 681 817 664 898 0M ea9 618 0.0 467 819 818 $7.5 4111 47,1 816 0.1 441 411 816 4.7 434 36.8 618 416 428 39A 816 VA 422 2rb 818 gat 413 .- 27.8 818 0.8 407 2D.0 818 211 404 N M Ski 40 618 04 413 469 47.1 397 3a8 463 41.0 991 39.9 463 3a4 30 SU 40 S20 370 27.2 483 3M 374 228 40 29.8 06 1a4 40 - 249 30 V.8 40 229 90 10M 8a1 30 910 eY.t 91.8 30 52.8 316 271 30 28A 318 228 S0 262 SM 211 30 227 304 1 11 30 248 30 119 30 18.0 =3 III(* S11 388 18.8 306 9a8 ON 0.1 301 211 9N 26.1 2W 220 998 23.2 293 19.6 SN 219 09 17.6 09 191 2N 10 M 21.5 20 2a8 184 231 00 29A 280 189 280 20.8 266 VA 20 182 20 IM 200 1a4 •240 •rover 144M � -o 16.1 791 113 1N An Cap--ft Table (Os) ANGLE 9omta0x 27aConmmM . a."G*r% I Kau= emu FIGURE 8: FBedCMu vr%b O motet �MdV= 9H8' 11ao u6maoa 1!4` Reno ul9eaon one, RBO Mom 1118' Ebp u2reaal 1!4• R7oo uNeaan Iw ss mm A®allaar 5116'13m Wtr W 99 Boo A 9110 SW Gam -(ci81 02 OW Some #12 Mod eomm po ArdorCQpPe@om6 Em6e6aren 0*1 2 Apmhms ®a7c lea o.0. C8F (Fy. 4 Arotm Q 1.18INA O.C. r standw Cop HFt9. 2 4A1n1Om(@rmMaaf(�2a8AnpteC9l -(Fig, 4 Amimre ®148" 1a0.O.a r u4 % kft 1I8'Ahaa p1g. tAO IF -MEF&O 2 A0ohas L1S 6m.aa rF421p tFp. sk NOTE: FOR THE OFFSrT CLIP. t OF 11a� 1ie12c earwn- r I 2IW r 1 2-trr 3.9R r 2-Ve r I 2.1? r 3.18' r OAV 0.a• 0.324' 14Wr 99D 401hs 70 ma WA 79601 24001 1 I-wr 00 W0. 70016e 7001 WA 186011 0001 - wr•,ze......... 1;tr4- d.A I asa' 0.N M 180 e- WA 44601 WA . , ..... 7 104401 WA tse0a WA laa0e WA 111 270 ft WA 840 Gs WA 198611 WA _ �..._. 1•tr4' 2001 90 0a 8001 WA 1006 1006 1.114' 7-A Im"s WA I I-1w TWA 0. s WA I-W 4N LOS WA 838 oar WA 20 ma W0. 1.1r4' 66410.1 WA 80 me WA 9Sg 00. WA r 1t820a WA 238404 WA 010- Wn 1.3ra' NO RA 8622u 8820s WP. 189141 s2sme I-w 42001 890 em S400a WA 210 GN 40IW (aea nmta 000s 1106 - 1120 me 1472 gn 200s sons FIGURE 1: 0 VO FIGURE 3: FIGURE 4: FIGURE B: • O • • FIGURE 2: UWA6RTT -ANCHOR CAP.® USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE Wux* CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD MINIMUM ANCHOR CAPACITY WHICH MAY 13E USED TO QUALIFY ADDITIONAL. ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TAKE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL 04STALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS. SEE SHEETS 18.20. ALL MULLION GIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC 301 SPECIFICATIONS. HOLLOW AND GROUT FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66• ALUMINUM SHALL BE 8083 -76 AND BE A MINIMUM OF . 128' THICK STEEL STUDS TO BE A MINBAWM GRADE 33 AND .046' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .12r THICK AND A3& ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL i j. i bat 11.1,% 11 t I I I 111, Ae iT No, 68706 CF10, a its o o r ,S/ON''A1��- A. LYNN gil L 4, P.E. FL P.E.# WM ANGLE . CLIP MUST . BE USED IN PAIRS. FIGURE 8: UWA6RTT -ANCHOR CAP.® USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE Wux* CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD MINIMUM ANCHOR CAPACITY WHICH MAY 13E USED TO QUALIFY ADDITIONAL. ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TAKE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL 04STALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS. SEE SHEETS 18.20. ALL MULLION GIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC 301 SPECIFICATIONS. HOLLOW AND GROUT FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66• ALUMINUM SHALL BE 8083 -76 AND BE A MINIMUM OF . 128' THICK STEEL STUDS TO BE A MINBAWM GRADE 33 AND .046' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .12r THICK AND A3& ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL i j. i bat 11.1,% 11 t I I I 111, Ae iT No, 68706 CF10, a its o o r ,S/ON''A1��- A. LYNN gil L 4, P.E. FL P.E.# WM LL.:J9;I in eom Tom 80 N whi too in I ,gym I „eW ,gym 2x4 x.26 �8 T � TLo-ft Ahm Tube lae�g L TLOadY® Immro Tloamap L TLm�O� LooAag Loner laemro e Mu, fill, Awh"CMPPeOemg I Aibhorllyp•I 8N•motxrawn I u4'motAtreoon Imp I al,e'molmom I V4'mouwam nmeoalar dM Urawm w UIWn {oftrPA H IT AWIYi1TMM f FORMULA: (DP_) X / MUANCHOR CAP. -ANCHOR CAP._ \LLION CAP.,® USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQAREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 2' X 4' X 26' MULLION Q4 v 51lIIIlY lY...... �'Z`.•'�ENSF'� i is No.55705 +I': 306 It : j •,�' •..zoRIOP. A LYNRY MILLER P E FL P.E.# 58705 CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. FIGURE • 1: o e o• FIGURE 2: FIGURE g: FIGURE 4: o o • • o o •• e e • TABLE NOTES: 0 0 0 0 o e o • FIGURE B: • • o e o 0 o o e O FIGURE • • o e o • o o It o •• • o o e o • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN WILL LENGTHS ANDOt OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLM CLJPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-IM FIGURE o • E0.1 7: FIGURE • • 8.' • FIGURE 8: FIGURE 10: e o • o o • e e o 0 0 • o o • o e • ANGLE CLIP (FIGURES 5&8) MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FIUM CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN FINE WITH AN SG OF 0.56. ALUMINUM SHALL BE 8063 -T1 AND BE A MINIMUM OF . 125• THICK. STEEL STUDS TO BE A MINIMUM (MADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .1217 THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 2' X 4' X 26' MULLION Q4 v 51lIIIlY lY...... �'Z`.•'�ENSF'� i is No.55705 +I': 306 It : j •,�' •..zoRIOP. A LYNRY MILLER P E FL P.E.# 58705 0 fW4RVR YP11•A{ ill T AW UL I@ICRI 1'{iMUlA (DP®) X {ANCHOR CAP.,,,,,,,, -ANCHOR CAP., MULLION CAP.- „,t,.. USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINBA N ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE 10 F�2.006” -+I .280° TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 8,O. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 1801. ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.2(. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -Fit I CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHAD. BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.88. ALUMINUM SHALL BE 8083.78 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO SEA MINIMUM GRADE 33 AND . 048` THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST . 128• THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. T X 8' X 2v MULLION v _ `t\111t1111" � .... � 'l�:'JCENSF' •,'P i N.. 58705 *y' �''%SS�ONA� � •. A. LYNN NULL P.E. FL P.El 58705 11A from I so in 1 70 fn I so In 10o to I into ISO m .28°x211" taeAro tmeToO toedtig Lmfip ..�� ,�. � =MUM TreprramB. RooWgft 'f�filan&- Ti�dfl toe�hp L toaehp LOGOS � Lmft fine fmxre fnemro Lmmry f,nm„a Tulm Man 141 all FIGURE 1• li:� L ANGLE CLIP MUST BE USED IN PAIRS. TABLE NOVA: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANCOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ALL MULLION CLIPS MAY BE FACT0RY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.2(. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC 301 SPECIFICATIONS. HOLLOW AND GROUT.FLLLED CONCRETE BLOCK UNIT (CMU) SIiALL CONFORM TO ASTM C-f. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SO OF O.W. ALUMINUM SHALL BE 6083 -T8 AND BE A MINIMUM OF .126' THHIC(. STEEL STUDS TO BE A MINIMUM GRADE 33 AND . 046' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST A28" THICK AND A36 ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL (DY_)X(MUUtoNCAP �1oANCHORCAP.- USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT ENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO OUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. i ¢ i j i gY � 1NIIItIII p.......... M :CENSF �i No. 68705 -O ' 11 0 ll tu^ BY L�, .. A. Lrni3 M " R, P.E. FL P." 68706 TABLE 12A AmWClp Pattartm I Amdw TYD•' 8718' EMoo tat wm I v4' Eao Lm— FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CUP (FIGURES 13) MUST BE USED IN PAIRS. 8Ha' Em Uftl=m V4' E4o IlBreom Air TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSCONS, SEE SHEETS 1610. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 1610. 4) SUBSTRATES: CONCRETE SHALT. CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT- FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-W WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF O•S& ALUMINUM SHALL BE 8083 -TS AND BE A MINIMUM OF .125' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048` THKI((18 GAUGES STRUCTURAL. STEEL TO BEAT LEAST . 128• THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL =ANCHOR CAP.,, USE THIS FORMULA TO OBTAIN THE %ANCHOR CAPACITY REQUIRED* CORRESPONDING TO AN ACTUAL PRESSURE REQUITEMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULUm CAPACITY (PROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY CAPACITYTABLE. Ial (/ `111t11t11 /�� * NO.S8705 lt(�• (� 41 STATE 0 •' �� ot SIONAG %'�� A. LYNN MVLLER, P.E. FL P.E.# WM oum Tan eo • 8D61 tOUb Mtn 140 In ISO In Ractmgaler T�aptfdanp. RaWgWar Tteytfdmtg. R T®PR� Ram TRTY to Ram _ Tmwdm R Tmffdmp. lieol••uiel Tagtlfdm®. ftft w Tm ReC•ggWat Tom. 3.28°48 LmdYq taamny Laa� Laam�q LmdNy Lmfg � � Loa" � U" Lwft L-ft Laad6p � �w Y fill, s a 1, 1 � 1. �h 1 11 If 111111 1 1 !1 I :>a AnMuCQP Pebm Anaborllwgl 3HrEjwWbwm I tw8couamm I � I SMB' Elw umnam I va^ Elm I vat I Ilmnooa I Aaaadletor Ism fQ81l8er�r a I . tti6f FIGURE 1: FIGURE 2: FIGURE & ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS, TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ALL MULLION CLIPS MAY 13E FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACT 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE IB.00K UNIT (CMU) SHALL CONFORM TO ASTM C•80. WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.68. ALUMINUM SHALL BE 6083 -T6 AND BE A MINIMUM OF.12r THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046` THICK (1S GALIe4 STRUCTURAL STEEL TO BE AT LEAST . 126• THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. - nVR�mlli 7 fummiamV 1 rLMMULA: (DP_) X ( ANCF�R CAP., �,,, ,) a ACHOR CAP.®, MULLION CAP. v� USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED- CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MUU-KK IT WILL YIELD A MINIMUM MOM CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCTREVTSAD as mmplyhgg wdb Oro Flmldi BaildPogCode .. ...nn �.,68705 �* �� • STA E O (I A. MIMT`t, P.E. 68705 .375° MIN.- i / i / j I i 4 / i :. 1 °X2.*MXM MULLION 8083.76 ALUM X•SECTION •-.125 }y r- .126° -y 1-.12° t STANDARD CLIP t SECT ONE 2000' I •3 8 ALUM ' + 21 8083 -TO ALUU f zc )lr X.BECTION 125 I I 125 ¢ .125�� .740' F•- .IL 2zzm o.ouo- 5.125 -� CUTHERETO .34 r- CREATEF- G.IP.MM MI DETAIL F. SHEET 4 U-Clip 1.tb° MIN. t MM 6MI13M O.C. 866243M 688511M 1"X2"X.375(6) £ L '- -0.312' STANDARD CLIP 089.78 ALUM TOPVIEW .375 I MIN. MIN. I 1.15 MIN. O.C. I 0.312 B I D C OFFSET CLIP •125 0063-TO ALUK TOPVIEW 740•- I► --�-�1 ¢ .958'MIN. F- 8.000' U." .976° MIN. 6063.78 ALUM. I E USEDF(XtALLt'XZAND 1•xa76° Ns. 0220 TYP. TOPVIEW 5.000• MIN.. 388° MIN U-" 6083•7 X 1•X3.12V X.S � MULL U E OPO.Y, SHEET 9 TOPVIEW 93B' MIN. U-CLP 8083 -T9 ALUM 1.28• X 9.1W X ,28F A MULL ONLY SHEET 12 TOPVIEW E 2X8 ANGLE C UP 80836TBALUM TOPVIEW TABLE B r- 1.288° j j 000001 LIN 111 Muu Dimension (sheets POT Part# mumon Std Clip OtCeet cup U-Clip Angle Cu 1 "X2"X.125(5) MM 6MI13M 688111SM 866243M 688511M 1"X2"X.375(6) 686008 OM14M effil i TOW 61=44M SM12M 1" X2.76° X.376° (7) 6M 686115M 6SO1120M 668246M SWUM 1 "X2.7WX.650"(8) 66808 868118M ONI121M 688246M SM14M 1" X 3.125 X .50W (9) 66837M 8881116M I 8661114M 888242M 68861SM 126°X3.1S8"X.2S5(12) 6M1M 6681117M 8661113M 888241M W5518M 128° X2.11° X.125 (16) 68370 WA NZA NIA SM17M NOTES, 1) ALL MULLION CLIPS MAY BE FACTOR\' MACHINED AND CONTAIN LINLISED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. TABLE A Dimendon Value On) For NuDloru A 1,626 1" XY X.126' Alumiman Tube MutUM B 2854 C OMS D 0.740 E .450 Mim A 1.126 1" X2 X.376° Ahannhntm Tube Mullion B 2.404 c 0.635 D 0.490 E 0.460 A 1.878 1" X2.75° X .375 Alumiman Tube MuMm B 3.000 C 0.757 D 1.118 E .450 Min. A 1.312 1" X z76 X •66w Ahura wm Tube Mullion B 3.000 C 0.476 D 0.838 E .450 Min. A 2000 1" X 3.125 X .6W Alum Ttdm Mug B 2.837 C 0.883 D 1.137 E .460 Min. A 2.825 1.25 X 3.188• X.286°Alum Tuba Mug B 3.= C 0.882 D 1.762 E 450 Mln. A 1.813 1.28° X2.11° .121° Alum Tube Mud III P, MMUM .10EN3F ., �P * No. 58705 [ -'o ` tt 3 )S A. LYNN ililjl P.E. FL P.E.# SS708 r i r / i / / j j 45" BAY MULLIO 8o83d8ALUM. XSECTION .z� ---� F- .tom,• -I F--- 3.126° -� CREATE Fes. 8� .376° i &087 1 °XCX.126° AlumUW Tube Mullion _ DETALL F. BERET 4 1.000 H 276—W F 3.187 1 °X4,X.378° Adunlnum Tube MU11ion Q 0.757 H 2.430 F I Q 0.312' F 2.875 O.C. WA II 46 Degree (17) 88650 WA WA WA Swim o o I Q `- STANDARD CLIP 80(13-78 ALUM. TOPYIEW/ 8.!X10' I '3m O.0 .378' MIN. I 1.98' MIN. 0,312" 2.1 �• L 0 3,000- H O I O I O NOTES: 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED. HOLES MAY BE DRUM IN THE FIELD FOLLOWING DIMENSIONS EVEN ON THIS SHEET. 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. OFFSET CUP 8853 -T8 ALWA TOPVRW r 0 gill U-CLIP 8883.78AWM. USED FOR ALL T X 4" W&L10N8, BHEET81ea11 70PVIEW TARLE n 1 .338' TORI F f: --I F- -.126" zOW 12r L ZMANOLECUP 0*03•TB ALUM. XSEC M �5.000" .376" MIN. O 379 81.317 A9N -- 0- ---0 -- q 0 2X5 ANGLE CLIP 8083.78 ALUM. TOPVISN Dimension Value On) For Mullion: F &087 1 °XCX.126° AlumUW Tube Mullion G 1.000 H 276—W F 3.187 1 °X4,X.378° Adunlnum Tube MU11ion Q 0.757 H 2.430 F 2.813 13W Bay Mu5 F 2.875 45° Bay Mu0 Mull Dimension ( 0) PGT Part# Mullion Sid. Clip Offset Clip U•01p Angle CUP 1°X4 °X.125°(10) 08384 666111M SM122M 6=41M 888518M 1 °X4 °X.375°(1,) 66810 688112M 6M 123M 66 M42M 88851SM 30 Degree (18) 66S49 WA WA WA emillom 46 Degree (17) 88650 WA WA WA Swim O J2.71' MIN. O.0 (BAY MULLS) 3.00• MIN. O.C. ( "X 4• MULLS) 1Y I II I I tI,y LYNN dgl4��iii `� •t , •'�CEN3F '••,�,'p * No. 58705 �"16 IONAV- o" A. L"4681.UtF P.E. FL P.E.# 68705 TABLE E Mull mmandon (dal M PGT Pak# MuWon m Clip U43[p I Angle Clip 2 °X4 °X.2W(13) GM 8if8281M 86271M ]_6865112M 2°X8"X.28 °(14) SSW 6862M SWMM eW113M MAY HE DRUM fM FIELD FOLLDMG DIMENSIONS GIVEN ON THS SHEET. 2) SEE SHEETS 2-4 FOR GENERAL METHODS. .26V rxlrx2r MULLION XSECTION o2w — j-2.0CV—"j 2"X 8'X 2F MULLION 60113- 76AWM. XSECTION i i i i i 4 i i i i i i i ................................................. CUTHM70 .37,0' CREATEA CAIP, 6.000' MIN. � �4AILf. MM 0220' 37b' 3.000°MIPI.O.C. 376' MIN. O 1.716' I 1.344 ! 0.312' M3v.O.Q z D.C. - - -- -- 3436' ^E i SAW -- - - - - -- 0.31Y 3.438' MIN. � � 0 Q--, MIN. - W- L- .837' MIN. O.Q STANDARD CUP 8063 -T6 ALUM TOPVIEW 3., CUT HERE TO MK CREATEAIL F, MM r- SEE O 4 f. SHEET4 MM.O_C. I \Y ^J `0.312' C L- STANDARD CUP 8083.76 ALUM. TOP VIEW U4MV 6083 -TO ALUM. USED F0RYX4' MULLION. SHEET 13 TOPVO tlV U-CLIP 8083-78 ALUM. USED FOR.- X I .376' MUU.ION. SHEET 14 TOPVIEW 2X6 ANGLE CUP 6083.78 ALUM. TOPVIEW 1 - 8.007 —y 2X8 ANGLE CLIP 8061 -76 ALUM. TOPVIEW 12! pN;..........F 7744� •� `.`��: • ��cENS ., � * No. 58705 a g1A OF A. LYNN MILLER, P.E. FL P.E.# 68705 EXAMPLE 1: SINGLE VERTICAL MULLION MIAL10H LENH3THI -I I••- MULLWmTH €%AMPLE 2• MULTIPLE MULLIONS SM NIAUIN LENGTH a 6 SHr'E1623 J BEE MTAILE. SHEETS OH>tt4N0 HEIGHT FOR MIAI K1N am DETAIIA a THE BUIMINO SUBSTRATE IS KNOWN M BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2 -1/4`. THE OPENING OF 4MOM.0 PSF. 1) INITIALLY ASSUMING THAT A 1• WIDE MULLION B SUITABLE THE MULLION LENGTH IS 72' AND THE OPENING WIDTH IS 32'+32+1' -W. REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING MUST BE USED SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2 -1/4° AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +SOA H O.O PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SM AVAI MLE FROM TABLE 3& SHEET 7, THE 1• X 2.70' X.378• MULLION ( LENGTH - 72', OPENING WIDTH - 707 MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE 8 +MU PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8, THE 1"X 2.70" X .8Ti0" MULL. ION (LENGTH - 72°, OPENING WIDTH a M HAS A DESIGN PRESSURE OF +1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED N THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 098 LES. 2) USE TABLE 4B TO FIND THE ANCHOR TYPE. ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE WOOD SUBSTRATE BOTH THE STANDARD CLIP WITH (4)#12 ANCHORS AND THE 2X0 MOLE CAPS WITH (4) #12 ANCHOR HAVE A CAPACITY OF 840 LB& THOUGH EITHER ONE GOULD BE USED, THE STANDARD CUP IS EASIER TO INSTALL 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WALL APPLY TO THE OVERALL ASSEMBLY, FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED N ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MUL.Um IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +1-80.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF WS LSS. ALTERNATIVELY. THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: (IO PSF)X 7 SS PSF / 624.0 LBS (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SL-THE WINDOW FRAME DEPTH 182-W. THE OPENING REQUIRES A DESIGN PRESSURE OF 460.0%66.0 PSF. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT 1' WIDE MULLION IS SUITABLE. THE MULLION LENGTH IS 3Y +7Y+1- 108'AND THE OPENING WIDTH IS W430•+1 ° =77. REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2 -33' AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+5O.OA &0 PSF. IF THE TABLE DOES NOT SHOW THE EX ACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE FROM TABLE 3A, SHEET 7, THE 1' X 2.70• X .370° MULLION ( LENGTH - IOr, OPENING WIDTH - On MEETS THE DEPTH REQUIRED. HOWEVER THE DESIGN PRESSURE 18+1-10.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE Sk SHEET 13, THE 2"X 4' X 200' MULLION (LENGTH -108•, OPENING WIDTH - 80`� HAS A DESIGN PRESSURE OF 4f.64.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPUCATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 071 LEE. BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2• TO THE WIDTH OF THE MULLED UNIT. THE ADJUSTED OPENING WIDTH IS 30+30' +2'•=74°. NOT 73'AS PREVIOUSLY ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPUCABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 77 DIM048KM CJ5- 12' +30- 12'+2•=73'. 2) USE TABLE OB TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE IN THIS EXAMPLE, ASSUME THE POURED CONCRETE HEADER AND SILL ARE W WIDE IF THE MULUON CLIP WERE TO BE CENTERED WITHIN THE 8 , CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE USING THE STANDARD CAP WITH (6) 3H8' ULTRACON ANCHOR AT AN EDGE DISTANCE OF 2 -12' GIVES AN ANCHOR CAPACITY OF 1O0 LOS WHICH IS GREATER. AND THEREFORE SUITABLE. FOR THE REQUIRED ANCHOR CAPACITY OF 071 LBS. FOR THE HORIZONTAL MULLIONS: BECAUSE THE VERTICAL MULL WALL BE A 2° X 4' X 2IN' MULLION. IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY. ANOTHER MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH I8 30' AND THE OPENING HEIGHT B 32 ° +72'+Y -1 W. REFERENCING SHEET 22, THE COLUMN USING TRAPFZOIDAVTRIANGU AR LOADING MAY BE USED. FROM TABLE 0A, SHEET 13. THE 7 X 4' X 260' MULLION (® LENGTH - 42', OPENING HEIGHT -120') HAS A DESIGN PRESSURE OF +1-170.0PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 421 L38. 2) USE TABLE 0B TO FIND THE ANCHOR TYPE. ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CMU SUBSTR ATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8° oa WADE. IF THE MUWON CUP WERE TO BE CENTERED WITHIN THE S'. CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTAL USING THE 2X8 ANGLE CLIPS WITH o IHO (4) 9M8• ULTRACON ANCHOR AT AN EDGE DISTANCE OF 1' GIVES AN ANCHOR CAPACITY OF 640 LES WHICH IS GREATER, AND THEREFORE SUTASLE, FOR THE REQUIRED \\ 1 111 I I 1 U ANCHOR CAPACITY OF 621 LES. lyNly A,,,, 3r,HOx¢ �',HOmz 1 .• �� LtPENING , � I•--p� LENOItI 4) FOR THE U•CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION. USE THE SAME ANCHOR CAPACITY OF l2'1 LSS. TABLE 118 FOR THE UcLiP SHOWS THE ANCHOR `� '� ; \, \OF.NSF '•.•'P CAPACITY B 1074 LBS WHEN USING 3 ANCHOR, WHICH B GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 821 LOS. THE �•' ';1k wwTH FoR A4rRnca MULL ANCHOR TYPE i8 1-#12 STEEL SCREW. N0.88708 FROM THE ABOVE STEPS. OUR NRIWON DESIGN PRESSURE UL - ~ +1.84.7 PSF FROM THE VERTICAL MULLION; rll o` +14170.0 PSF FROM THE 38' HORIZONTAL MULLION ATTACHING TO CMU; H -170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (NTERECTTON). THE LOWEST DESIGN PRESSURE IS +Y•84.7 PSF AND WOULD APPLY TO ALL OF THE MULLION& '�Oit`CC •..,PtORxVP.•�CO� VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION sS1VAL N`� PRODUCTS. WALL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE SM THE MULLION AND THE FENESTRATION PRODUCT BE @6TAUM IN A LYNNIIiAtiLI �R P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULON. FL P.E.# MM iN/I��/ = Il t E IN �I t LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED R OD LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: 003,10 OF HORIZONTAL MU LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION �wwnvc� Ur VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HIHOED ODOR t9 NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF (2) HORIZONTAL MULLIONS I I i campbft vA6dwFlo" RERESENTATIONS OF TYPICAL No PW CONFIGURATIONS. >� CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. ! /II R OD LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: 003,10 OF HORIZONTAL MU LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION �wwnvc� Ur VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HIHOED ODOR t9 NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF (2) HORIZONTAL MULLIONS LOADING OF VERTICAL MULLION I I 6 �lil/ i campbft vA6dwFlo" RERESENTATIONS OF TYPICAL No PW CONFIGURATIONS. Defy CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. ! /II 2) IF THE LOADING TYPE CANNOT PW BE DETERMINED. USE `� �O? •;G$P1SE�� RECTANGULAR LOADING. ' SgZ05 * 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. 140• A�0 „01 Z` S LOADING OF HORIZONTAL A LYroN MILL�Eec, P.E. MULLION FL P.E.# WM LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION viv loll Itki i 14 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES; I I 6 �lil/ i campbft vA6dwFlo" RERESENTATIONS OF TYPICAL LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION viv loll Itki i 14 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES; ODUCrREVISED, ,)DRAWING ARE campbft vA6dwFlo" RERESENTATIONS OF TYPICAL No PW CONFIGURATIONS. Defy CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT PW BE DETERMINED. USE `� �O? •;G$P1SE�� RECTANGULAR LOADING. ' SgZ05 * 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. 140• A�0 „01 Z` S LOADING OF HORIZONTAL A LYroN MILL�Eec, P.E. MULLION FL P.E.# WM RESIDENCE 1173 NE 103 RD ST MIAMI SHORES . FL 0 Miami Shores Village APPROVED BY DAT- 7 On NN!', I r I DEPT 31-01(1 T'FPT ,IA 3,11, CT 10 COMPHAWT, Wl TI I Al LF1 WHAL 54'0 A . s Ocwnss) RIGHT O s Q0-° 'i � , ... , • �i . -�, Q 'hoc a %wdddti' +6 " " +3l' DATE: 14/25/13 SCALE: 3/16"= 1' DWG. BY: M.R.Z. JOB /1: 10-2013 1 of 5 �1 y n a H � a w � DATE: 14/25/13 SCALE: 3/16"= 1' DWG. BY: M.R.Z. JOB /1: 10-2013 1 of 5 NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICTAC CORDANCE WITH THE UNITS NOTICE OF ACCEP'TANCIMFER 70 PRODUCTS CONTROLS. NOTE 2: ONLY THE OPM41NOS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROLNOA DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARENOr PARTOFTHLS PERMIT. NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCIURF.(1S: BEAMS CCS,UMN5l FRAMING.ETC.) SHALL BE DESIONEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY . NOTE 4: ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44• ABOVE TIM FINISHED FLOOR NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL ELEVATI 33' X43°(XO) SERIES °HS -9700° HORIZONTAL SLIIHING WINOOW-LM.L N.OA: 12 -0127.08 ZONE 4: +47.1 -31.1 GLAZING: 5116• LAMINATED IMPACT RE9ISTANTGLASS EXTERIOR LITE: 118' ANN. GLASS .090 BUTACITEPVBBYDUPONTOR .090 SAFLEXIKEEPSAFE BY SOLU71AINTERLAYEP INTERIOR LIT& US" ANN GLASS 0.168° X63' 48' X63'(XO /O)W ATEEALS) SERIES "HS- 8700• HORIZONTAL SLIDING WIDIDOW -L.M.L N.OA: 12 -0127.08 ZONES: +47.1 -63.1 GLAZING: 5116° LAMI NATEDIdPACTRESISTANTGLASS EXTERIOR LITE: IV ANN. GLASS .i'` .090 BUTAaTu PVB BY DUPONT OR .090 BY SOLU71AIN77MLAYER INTIMOR LIM 7/S' ANN GLASS 72" X 63' (FDCEDXICENIER) ES PW- 701° ALUMINUM FIXED WINDOW -LAG . . 13-0502.03 TONE S: +47.1 -63.1 GLAZING: 7116' LAMINATEDnoAGTRPSISTANTGLASS EXTERN LRTE: 3/16" ANNGLASS .090 PVB U47ERIAYBEL INTERIOR LITE 3116' H.SGLASS NOTE: WINDOW UNITS SHALL BE MULLBDTOGETHER USING: 1' X 4'X US•X63" ALUMINUM TUBE MULLIONS BY PGT N.OA: 11-0922.01 74' X30.519°(X0) yam' SERIES'HS -9700° HORIZONTAL SLIDING WAIDOW-LAU N.OA: 12 -0127.08 ZONE S: +47.1 -63.1 G 0:5116• LAMINATEDIMPACTRESWANT GLASS EXTERIOR LIM IMAM GLASS .090 BUTACITE PVB BY DUPONT OR .090 SAFLEX40REPSAFE BY SOLU71AINIBBLAYER INTERIOR IXM' IV ANN. GLASS 38' X91' (NOMINAL) SERA 300 OUTSAIN i ALUMINUM ENTRANCE DOOR - LAROE ML�II.E IMPACT. N.OA 12 -0113.02 ZONE 4: +43.0 -49.0 GLAZING: 5116" LAMTNATEDIMPACTRHSISTANTOLASS EXTERIOR LITE IV K&GLASS .090 EUTACITE PVB BY DUPONT ENTERLAYER INTERIOR LITE: VW H.&GLASS c @2na69 PCJ�aa, ^,, ,BEN ` s3 Ihi�L r ° DATE: 10!25113 SCALE: 3/16"= 11 DWG. BY: M.R.Z. JOB f1: 10 -2013 2 of 5 W G7 f�•I O � rA'r .~r U O 1:4 F Q 0 a DATE: 10!25113 SCALE: 3/16"= 11 DWG. BY: M.R.Z. JOB f1: 10 -2013 2 of 5 NOTE 1: WINDOW FRAMESWULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN ffMCTACCORDANC6 WITH THE UNITS NOTICE OF ACCEPTANCE --REM 70 PRODUCTS CONTROLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL NAA DESIGN PRESSURES. AND SUE ARE PART OF THIS PERMIT. ALLOTHIiROPENINGSARENOTPARTOFTHIS PERMIT. NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE= BRAMS,COLUMNS,FRAA�) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY TEE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED 70 VERIFY IBM ADEQUACY. NOTE4: ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44• ABOVETHE FINISHED FLOOR NOTE 3: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIEI .DDIMENSIONS PRIOR 70FABRICA71ON � n RIGHT ELEVATION °F" I4' x33° '8H- 77116 FLANGE- ALUMINUM SINGES HUNG WINDOW- 1..MI. �` 37° X50-SW(M) .OA.: / SERIES °HS• 3700° HORIZONTAL SLIDING WINDOW4JAL ZONE :+47.1.16 ZONE 4: +47.1 -31.1 N.OA.: 12 -0127.08 GLAZING: 3116° LAMINATED IMPACTRESISTANT GLASS ZONES: +47.1 -63.1 EXTERIOR LrM 118' ANN. GLASS GLAZING: 31161 LAMINATEDIMPACTREMRrANTOLASS .090 SAFLEXTIMPSAFE BY SOLUTIA OR EXTERIOR LITE: VW ANN. GLASS .090 SENTRYGLAS PLUS BY DUPONT WTERLAYER .090 BUTACTTE PVB BY DUPONTOR INTERIOR LIT@ 113° ANN. GLASS .090 SAFLEX/ICfflWSAFE BY SOLUTIA INIERLAYER INTERIOR LITE: IV ANN. GLASS 14 VAN OF DATE: 10/25/13 SCALE: 3/16" =1' DWO. BY M.RZ. JOB #: 10 -2013 of W W �• zUz � tr� x o � U�T-t V O a �a DATE: 10/25/13 SCALE: 3/16" =1' DWO. BY M.RZ. JOB #: 10 -2013 of NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICTACCORDANCE WITH THE UNITS NOTICE OF ACCEPTAMB-RET -M TO PRODUCTS CONTROLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL NOA DESIGN PRESSURES, AND SIZE ARE PART OFTHM PERMIT. ALLan -M20PENlNGSARENOrPARTOFTHIS PERMIT. NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: BEAMS,COLUMNS,FRAMING,E ) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BMW PERFORMED TO VERIFY THMADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO MOCEED44, ABOVE THE FINISIMDFLOOR NOTE 5: WINDOW COMPANY SHALL FII;F.D VERIFY ALL ACTUAL FI BLDDIM ENSIONSPRIORTOFABRICATION. 74° x33.3/8 °(XO) SERIES .HS-97W HORIZONTAL ffi.mING WINDOW-L.M.I. N.OA: 12 -0127.08 ZONE4: +47.1 -51.1 GLAZING: 51161 LAMINATEDIMPACTRESISTANTOLA98 EXTERIOR Lri. IB° ANN. GLASS .090 WJTACTTEPY13SYiUPCNTOR .090 SAFLE )UKEEPSAFBBYSOLUTIADnIMLAYER INTERIOR LIT& IV ANN GLASS - 97° X 38- 3/8°(X0) SERIES °HS -8700° HORIZONTAL SLIDING WINDOW- L.M.I. N.OA.: 12 -0127.08 ZONE 4: +47.1 -51.1 GLAZING: 5116° LAMINATEDIMPACTRESISTANT GLASS EXTERIOR IXM 1/8'ANN. GLASS AW BUTACIIR PVB BY DUPONT OR 0 REAR ELEVATION 74° X50 - 5/8'(X0) SERIES °HS8700' HORIZONTAL SIADWO WU MOW- L.M.T. 74° X63 °(XO) N.OA: 12 -0127.08 ZONE 5: +47.1 -63.1 SERIES °HS8700° HORIZONTAL SLIDING WAID0W4 -M.i. GLAZING: 5116° LAMINATEDIMPACTRESISTANI'GLAS9 N.OA: 12 -0127.06 EXTERIOR LITE 1/8• ANN. GLASS ZONE 5:+ 47.1-63.1 .090 BUTACITB PVB BY DUPONTOR GLAZING: 5/16' LAMINATEDIMPACT RmwANTGLASS 090 SAFLEX/KSEPSAFE BY SOLU71A INIERLAYER EXTERIOR LITE: IV ANN. GLASS INTESIOR LITE. IV ANN GLASS .090 SAFLET / KERPSAFE BY SOUITTIA INTFRLAYER INTERIOR IXrE. IV ANN. GLASS 74' X63 °(XO)� BERMS °HS -3700' HORIZONTAL SLIDING WINDOW4AU N.OA: 12 -0127.08 ZONE 4,.+ 47.1 - 51.1 GLAZING: 5/16° LAMWATEDIMPACTRESISTANTGLASS EXTERIOR LITE, 118' ANN GLASS .090 SAFLEX/ K.EEPSAFE BY SOLUTIAENTIM AYER INTERIOR LIT. VW ANN. GLASS 37- XS2° (NOMIKn) SERIES 300 OUTSWING ALUMINUM ENTRANCE DOOR - LARGE MISSILE IMPACT. N.OA 12 -0113.02 ZONE 4:+ 45.0 -49.0 GLAZING: $ 1161 LAMINATE)IMPACTRESISTANTOLASS EXTERIORLIM IV HSGLASS .090BUTACrMPVSBYDUPONT WTERLAYER. INTERIOR LrM* VW H.SGLASS 1� F y 0 DATE: 10/25/13 rjt SCALE: 3/160 = 1' DWG. BY: M.R.Z. JOB #• 10 -2013 " ti�•yiso�a�aa'la1 U �y as 0 DATE: 10/25/13 rjt SCALE: 3/160 = 1' DWG. BY: M.R.Z. JOB #• 10 -2013 " ti�•yiso�a�aa'la1 NOTE 1: V WDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICTACCORDANCB WITH THE UNITS NOTICE OF ACCEPTANC&RER R 70PRODUCTS COINIROLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.OA DM04 PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL CffHEROPENINGSARE NOT PART OF THIS PERMIT. NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(fE: ,ETC.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSEDBYTHE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED70 VERIFY TFEIIRADEQUACY. NOTE4: ALL EGRESS V=WWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED441 ABOVE THE FINISHED FLOOR NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DA4EN31 M PRIOR TO FABRICATION. 0v 33'XB2'(NOMINAL) V SERIES 3000UTSWING ALUMINUM ENTRANCE DOOR - LARGEMISSILERIPACT. N.0-A. 12 -0113.02 ZONE 4:+45.0 -49.0 GLAZING: 3116' LAMINATEDI PACTRESISTANTGLASS EXTERIORLITE IV H.S.GLASS .090 BUTACTTEPVB BY DUPONT INTEBLAYER, INTERIOR LTTE: IV H.S.GLASS 74' X50.5W(ND) SERIES "HS -8700" HORIZONTAL MXDI i WAIDOW-L.M.L N.OA: 12-0127.08 ZONE 3: +47.1 -63.1 GLAZING: 3/16" LAMINATED IMPACTRESISTANT GLASS EXTERIOR LITE: IW ANN. GLASS .090 BUTACITEPYBBYDUPONTCR .M SAFLIDGREEPSAFE BY SOLUTIAIInWI AYER INTERIOR LTTE: IV ANN. GLASS LEFT ELEVATION 37• X50- 5/S°()O) ^^^111 SERIES 'HS-8700' HORIZONTAL SLIDING WAIDOW- L.M.I. N.OA: 12-0127.06 ZONES. +47.1 -63.1 GLAZING: 5/16' LAMINATEDIMPACTRESISTANTGLASS EXTElIORLTTE: IV ANN. GLASS .090 BUTACTIEPVBBYDUPONTOR .0906AFLExim sm BY SOLUTIAINTERLAYER INTERIOR LITE: IV ANN. GLASS - X11 °.• S !' , � � ; � DATE: 10/25/13 SCALE: 3/16"= 11 DWG. BY: KRZ. JOB #: 10 -2013 5 Gf 5 W " 0 M�1 O h+Ni I,,r v O U a < �a DATE: 10/25/13 SCALE: 3/16"= 11 DWG. BY: KRZ. JOB #: 10 -2013 5 Gf 5