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Home My WebLink About324 Casa Marina Pl (2)CITY OF SANFORD BUILDING & FIRE PREVENTION r LIVED PERMIT APPLICATION ry4;;.; 2016 Application No: BY: d Construction Value: $ Job Address: 3 2-y i A.Sd.. Marina p1 • Historic District: Yes ❑ No ❑ Parcel ID: 2-q- [ q' 31- 501- 0 01d "Q i Go Residential ❑ Commercial ❑ Type of Work: New ❑ Addition ❑ Alteration❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: in ,'}a(( w; ndowsg donr Plan Review Contact Person: 1 Title: II Phone: Il Q I '8 3D'(D 5`S(o Fax: Email: Property Owner Information Name L au► re 11C e E _ -tar�S n n%a w Phone: Street: Resident of property? :W e !S- City, State Zip: San 6 Ed F� 3a�-71 Contractor Information Name liarles 1. Onna.( sn &nbarr ier 40dUciighone: q 07, S 30' Street: 15q 6 o u ujond Ave, Fax: Li0-7 " S 3 0 - g08" 5 City, State Zip: L d FL 3750 State License No.: 30t^_054P7 5� Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet 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. Afi FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'" Edition (2014) Florida Building Code Revised: lune 30, 2015 Permit Application \ NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. V The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. b S-a-�A", ignature of Owner/Agto Signature of Contractor/Agent Date e- 5n, oz -a -u) CY*16- 77 c�Or1Ac�� Print Owner/Agent's Name Print Contractor/Agent's Name 04,1aKa,"�"kA� tAI1341 (0 �'�d4:tll� Signatur of Notary -State of Florida Date Signature of Notary -State of Florida Date rr r ► a.'�..•`� SUSAN M. GOND CYNTHIA DONALDSON * W COAN�IISSION I FF 021729 * * MY COMMISSION I FF 021732 * EXPIRES: May 27-2017 e,EXPIRES: May 27,2017 �.,ydltwaudpttNabty6enke� ' 1.1300 )W!d TAN SUV Nday Smica ?p� Owner/Agent is ✓ Personally Known to Me -or Contractor/Agent is —4 Personally Known to Me or Produced 1D Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas❑ Roof ❑ Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads APPROVALS: ZONING: LIP UTILITIES: ENGINEERING: COMMENTS: FIRE: Flood Zone: # of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: SF Revised: June 30, 2015 Permit Application 5/21/2016 SCPA Parcel View: 29.19.31-501-0000-0160 Property Record Card �^ Parcel: 29-19-31-501-0000-0160 MAY 2 d 2016 Owner: SANTAW MARY A& LAWRENCE E car+stoounv crnaa Property Address: 324 CASA MARINA PL SANFORD, FL 32771 BY: Parcel Information Parcel 29-19-31-501-0000-0160 Owner SANTAW MARY A & LAWRENCE E Property Address 324 CASA MARINA PL SANFORD, FL 32771 Mailing 324 CASA MARINA PL SANFORD, FL 32771 Subdivision Name CELERY KEY Tax District SI-SANFORD DOR Use Code 01 -SINGLE FAMILY Exemptions 00-HOMESTEAD(2015) N, Legal Description LOT 16 CELERY KEY PB 64 PGS 85 - 96 Taxes �hA Seminole County GIS Value Summary Tax Amount without SOH: $1,492.05 2015 Tax Bill Amount $1,492.05 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority 2016 Working Values 2015 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value $101,582 $88,173 Depreciated EXFTValue $4,350 $50,000 Land Value (Market) $28,000 $25,500 Land Value Ag $68,819 County Bonds ,Just/Market Value " $133,932 $113,673 Portability Adj 1,751 CB/STUCCO Save Our Homes Adj $15,113 $0 Amendment 1 Adj P&G Adj $0 $0 Assessed Value 1$118,819 1$113,673 Tax Amount without SOH: $1,492.05 2015 Tax Bill Amount $1,492.05 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value Amount Qualified County General Fund $118,819 $50,000 $68,819 Schools $118,819 $25,000 $93,819 City Sanford $118,819 $50,000 $68,819 SJWM(Saint Johns Water Management) $118,819 $50,000 $68,819 County Bonds $118,819 $50,000 $68,819 Sales Description Date Book Page Amount Qualified VacAmp WARRANTY DEED 9/1/2014 08341 ]; 771 $158,000 Yes I Improved WARRANTY DEED 4/1/2004 05315 1395 $175,300 Yes I Improved Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value LOT 11 Total SF $28,000.00 1 $28,000 Building Information le Ror1/142th rnnnt inrnrrort? Clirk Mom # Description Year Built Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages AcWal/Eftective 1I SINGLE 2004 7 2 3,Q 1,751 I 2,307 1,751 CB/STUCCO I $101,582 I $106,369 Description I Area httpJ/parceldetaiMllnfo.aspx?PID=29193150100000160 1/2 41IJ Twrim fig ht SMOBAM P w o o u c T e. h w C. 159 Baywood Avenue, Longwood, Florida 32750 • www.SunBarrierProducts.com Phone 407-830.6556 • Fax 407-830.9085 - Toll Free 1-800.226-6556 AGREEMENT FOR PURCHASEANSTALLATION THIS AGREEMENT is made this I!- day of 20 iia_ , by and between - Name Lar r.. � Mary c% fate/ located at 324 OA -ca Marine P I City sanferA State EL- Zip 57- 771 Phone 401 - 54r1Z Alt. Phone Email L S an+n W 40 2*. n et (hereinafter'Buyer' and Sun Barrier Products, Inc. (hereinafter "Seller7. Products are to be installed on the premises situated In am nt,kCounty,and CAIerlt V&W Subdivision The address of the above described premises is: Price 12 q 9 I-& Cou 4 90 0 Total Co. pact 9 •� Deposit (W3 Min.) '1500. � C.O.D. - Pay tnsblle► S q . This contract is subject to terms and conditions below. Installation date to be scheduled within of receipt of full deposit and must be approved by Sun Barrier Products, Inc. installation and engineering. Brand TypslSw as No. of Frame Color Glass Type Low E Add-one/Notes size unite Notes TERMS AND CONDITIONS ~. TMS'AaREEMENT is tublect to credit and installation approval from the home ounce and is not valid until signed as'eooepeed by Contractor/administration. FuMnmerd of the Seser>a obligation hereunder Is wtrlerY tD prier cele. govommaht rogutatiom and roqukements, strikes, esvero weather. and other lectors beyond theSeller's aonool which would proem or derby. degvery. Contract is based on the assumption that an building sbucturo is appropriate for ooao-oomplbm festWng. BUYER'S RMW TO CANCEL This is a horse solicitation sale, and N you do not ward the goods or services, you may cancel this Agreement by mailing a notice to the Seller. This notice must Indicate that you do not ware the goods and services and be postmarked before midnight of ere thbd business day after you sign this Agreement. It you cancel thio Agreement wWM three busF ness days tie Seiler may keep an or part of any cash dowwayment not to exceed the baser of 5% of the cash price or 3W.W. SELLER'S REMEDIES Sellar, by execution of thio agreement. grants Buyer a seantty Interest In erg goods sold under tub Agreement as descr0ed above to secure any mordes due hereunder. II Buyer defaulb under tub Agreement Seller may exerc4r any or so of ars fallowbhg remedies In addition$ to any otter remedIN she tont In Chapters 879 or 713. Florlda Statutes S.S 879.313. (a) 8 the goods have been installed. Setter may remove such goods a provided In Fbrlds Statutes S.S 979 313. (b)11 all monies due hereunder or under any pomhsory nos given by Buyer toSeller have not been paid. and ti lire Items have not boon installed. Salter may. without demand or legal process, enter Imth o e premises whom ds re such goo may be found and take pbssesabn Of and ronhtive the, goods wgMu1 liability therefor (c) It any payment due under thio Agreement which is not pad when duo, inlsrest shell ac - crus from the due date M tie rate of 3% per month. or the maximum amount pmmidod by law. whicevor Is Ism (d) It any auh Is bought by Seller ser • result of Buyer's broach at or failure to comply with any portion of this Agreement. Buyer consents to venue In Seminole County. Fl. and expressly valves any right to vena that Buyer may otherwise have under Fbrlds tow. I have read and agree m IhTria, of both sides of V&COIIIraCL annual) / Salesman for SWVSUN BARRIER PRODUCTS, INC. Accepted Buyer M- PAISMERETUMFr-rLNU} MV71 1iif .— �1L�>• I�tF'�!P!!:!� ■:T.7l�l:lQT] �S CTrt�If ��a'L T�� 1QB'�i: ��lt��R�' �� ■!!� �T�7 �4!�lI1• C1'!i� �.T� OW—EM C-R!FYATNotes Provicte- and' rV rn .. he . _ Brand TypslSw as No. of Frame Color Glass Type Low E Add-one/Notes size unite Notes TERMS AND CONDITIONS ~. TMS'AaREEMENT is tublect to credit and installation approval from the home ounce and is not valid until signed as'eooepeed by Contractor/administration. FuMnmerd of the Seser>a obligation hereunder Is wtrlerY tD prier cele. govommaht rogutatiom and roqukements, strikes, esvero weather. and other lectors beyond theSeller's aonool which would proem or derby. degvery. Contract is based on the assumption that an building sbucturo is appropriate for ooao-oomplbm festWng. BUYER'S RMW TO CANCEL This is a horse solicitation sale, and N you do not ward the goods or services, you may cancel this Agreement by mailing a notice to the Seller. This notice must Indicate that you do not ware the goods and services and be postmarked before midnight of ere thbd business day after you sign this Agreement. It you cancel thio Agreement wWM three busF ness days tie Seiler may keep an or part of any cash dowwayment not to exceed the baser of 5% of the cash price or 3W.W. SELLER'S REMEDIES Sellar, by execution of thio agreement. grants Buyer a seantty Interest In erg goods sold under tub Agreement as descr0ed above to secure any mordes due hereunder. II Buyer defaulb under tub Agreement Seller may exerc4r any or so of ars fallowbhg remedies In addition$ to any otter remedIN she tont In Chapters 879 or 713. Florlda Statutes S.S 879.313. (a) 8 the goods have been installed. Setter may remove such goods a provided In Fbrlds Statutes S.S 979 313. (b)11 all monies due hereunder or under any pomhsory nos given by Buyer toSeller have not been paid. and ti lire Items have not boon installed. Salter may. without demand or legal process, enter Imth o e premises whom ds re such goo may be found and take pbssesabn Of and ronhtive the, goods wgMu1 liability therefor (c) It any payment due under thio Agreement which is not pad when duo, inlsrest shell ac - crus from the due date M tie rate of 3% per month. or the maximum amount pmmidod by law. whicevor Is Ism (d) It any auh Is bought by Seller ser • result of Buyer's broach at or failure to comply with any portion of this Agreement. Buyer consents to venue In Seminole County. Fl. and expressly valves any right to vena that Buyer may otherwise have under Fbrlds tow. I have read and agree m IhTria, of both sides of V&COIIIraCL annual) / Salesman for SWVSUN BARRIER PRODUCTS, INC. Accepted Buyer A THIS INSTRUMENT PREPARED BY: Name: Karla Condron Address NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: Ito— I 1 18 Parcel ID Number: i illlil il!!! 111111111! IIIII IIIII IIII illi MARYANNE MORSEr SEMINOLE COUNTY CLIRK OF CIRCUIT COURT & COMPTROLLER BY. 8685 P9 853 (1P9s) CLERK'S : 2016048521 RECORDED 05/10/2016 02:45:20 PM RI_(:ORDING FEES $10.00 RECORDED BY hdevore 294 9-31-501-0000-0160 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with CChhaptegrp71�3, FFllorida Sgtatuttess, the following information is provided in this Notice of Commencement. LO IitiTt�Ble°F OF F'9(d eAaLd 8tior},gl the property and street address if available) na Gln"s�faYl replacement windows and sliding glass door OWNER INFORMATION: Name: Lawrence E. and Mary A. Santaw Address: 324 Casa Marina Place, Sanford, FL 32771 Fee Simple Title Holder (if other than owner) Name: Address: CONTRACTOR: Name. Charles T. Donaldson/Sun Barrier Products, Inc. Address: 159 Baywood Avenue, Longwood, FI 32750 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to a best of my knowle a and elief. OwnereSbnature L t>Jrey\r e v,+C-LJ Owner's Printed Name Florida Statute 713.13(1)(g): ' The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead.' State of r e County of c>e-M I A0 i4-- /^ The foregoing instrument was acknowledged before me this day of �1�n r rte, 20 by LQc .0 encle � 1ni%LW Who is personally known to me Name of person making statement OR who has produced identification ❑ type of identification produced: CYNTHIA DONALDSON 'F 1Mf c * MY COMMISSION t FF 021732 r . RSEt EXPIRES: May 27, 2017 OFT plus r ��URT AND r J Bonded TAN Budpel Notary SYYW C R MAY 02016 CO JIPTROLLER Orr SEr ".INOLE'_ rTY, FI 1 IDA OY_DEPUTY CLERit Parcel: 29.19-31.501-0000-0160 9s 4 byMw"Sksmi parceldelail.scpafl.orgfFoolpriraspx?PID=29193160100000160&BLDGN0=18PAGENO--1 REQ:FFMOPY Building No.: I REVIEWED POR CODE COMPLIANCE 45r PLANS EXAMINER _ 6 .a -1c0 DATE Pegs No: 1 SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE gv��ING SANFORD #16"1478 -=M.ora/FoatorirdPaoaasi3x?PID=2919315010000016D BLDGNO=1&PAGENO=1 1/1 MIAMI•QADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv PGT Industries, Inc. 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 fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "5400" PVC Single Hung Window — N.I. APPROVAL DOCUMENT: Drawing No. MD-SH5400-01 titled "Single Hung Window Installation - NP', sheets I through 12 of 12, dated 05/15/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Section Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None 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 consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. # 6 - 1 4 % e \,DING CMIASANF0R1DNOA No. 15-0519.06DAD` COU//lp1(� �= Expiration Date: July 30, 2020 Approval Date: July 30, 2015 Page I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-SH5400-01 titled "Single Hung Window Installation - NI", sheets 1 through 12 of 12, dated 05/15/15, 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51" Edition (2014), dated 05/15/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). �6"X Manuel a z, P E. Product Control E m' er NOA No. 15-0519.06 Expiration Date: July 30, 2020 Approval Date: July 30, 201.5 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (coT TwuED) 1. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13, expiring on 02/28/18. 2. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their `Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. 3. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010 and FBC-5t° Edition (2014), dated May 15, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 15, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. G. OTHERS 1. None. E-2 "41 Manuel PerrIE-P11R. Product Control Eamtoe r NOA No. 15- 6 Expiration Date: July 30, 2020 Approval Date: July 30, 2015 4/;5J2016 Florida Building Code Ondine Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Certification Mark or Usting Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By \LDING SANFOR D OFAR�N 16-1 Keystone Certifications, Inc. Steven M. Urich, PE Validation Checklist - Hardcopy Received 418 Standard Year AAMA 506 r rbI b D2()afbfleMof Prot Professi I SCIS Home I Log In I User Registration ®Product Approval I Hot Topics I Submit surcnarge I Stats h Facts Publications FBC Staff I SCIS site Map I Links I Search Regulation USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detaa FtECffMV ASTM E1996 FL # Fi-5012-1117 2004 MAY 2 4 2016 2002 Application Type Code Version Revision 2014 BY: Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived U Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Certification Mark or Usting Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By \LDING SANFOR D OFAR�N 16-1 Keystone Certifications, Inc. Steven M. Urich, PE Validation Checklist - Hardcopy Received 418 Standard Year AAMA 506 2008 AAMA/WDMA/CSA 101/IS2/A440 2011 AAMA/WDMA/CSA 101/IS2/A440 2005 AAMA/WDMA/CSA 101/IS2/A440 2008 ASTM E1886 2005 ASTM E1996 2012 ASTM E283 2004 ASTM E330 2002 htlpsJHloridabuilding.lxglpr/pr appO.aspx?param=wGEVXUwtDgtU0Eac88XL%ZbYy9RiBuGrtzYJujBx7GTgctSwYjHWgDjO%3d%3d 1/4 4/252016 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 11/17/2015 Date Validated 11/23/2015 Date Pending FBC Approval Date Approved 11/23/2015 summary of Products FL * IModel, Number or Name Description 5012.1 PW - 220 Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5012 R17 C CAC F-220 Certification,Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/24/2017 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL5012 R17 II F-220.odf pressure, size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Created by Independent Third Party: No Evaluation Reports FL5012 R17 AE F-520 Evaluation.odf Evaluation Reports FL5012 R17 AE F-220 Evaluation.Ddf Created by Independent Third Party: No Created by Independent Third Party: No 5012.2 PW - 420 Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL5012 R17 C CAC F-420 Certification.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/01/2017 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL5012 R17 II F-420.1)df pressure, size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R17 AE F-420 Evaluation.Ddf Created by Independent Third Party: No 5012.3 PW - 440 Vinyl Fixed Casement Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL5012 R17 C CAC Certification - CA440F.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/28/2018 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL5012 R17 II FCA-440.odf pressure, size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R17 AE FCA -440 Evaluation.odf Created by Independent Third Party: No 5012.4 PW - 520 WinGuard Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5012 R17 C CAC Certifications PW-520.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/15/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL5012 R17 11 F-520.Ddf pressure, size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R17 AE F-520 Evaluation.odf Created by Independent Third Party: No 15012.5 1 PW - 540 1 WinGuard Vinyl Fixed Casement Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see the Installation Instructions for design pressure, size and anchorage information. Certification Agency Certificate FL5012 R17 C CAC Certification - CA540F.Ddf Quality Assurance Contract Expiration Date 10/28/2018 Installation Instructions FL5012 R17 II FCA-540.Ddf Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R17 AE FCA -540 Evaluation.Ddf httpsJMoridabdiding.org/pr/pr_appdtl.aspx?param=wGEVXOwtDgtU0F2c88XL°h2bYygRfBuGnzYJujBx7GTgctSwYHWgDjQ%3d°/63d 2/4 4/.1512016 Florida Building Code Online Created by Independent Third Party: No httpsJ/floridabuilding.orglpr/pr_app O.aspx?param=wGEVXQwtDgtU0FZc88XL%2bYy9RBuGnzYJujBx7GTgcl5wYHWgDjQ%3d%3d 34 5012.6 PW - 640 Aluminum Fixed Casement Llmlts of Use Certification Agency Certificate Approved for use in HVHZ: No FL5012 R17 C CAC CAPW-640 Certifications.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/25/2019 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL5012 R17 11 FCA-640.ndf pressure, size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R17 AE FCA -640 Evaluation.odf Created by Independent Third Party: No 5012.7 PW -2720 PremierVue Vinyl Fixed Window Limits of Use Certiflcation Agency Certificate Approved for use in HVHZ: No FL5012 R17 C CAC Certifications PW-2720.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/30/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL5012 R17 II PW -2720 B.odf pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R17 AE PW -2720 Evaluation 2.odf Created by Independent Third Party: No 5012.8 PW -2820 PremierVue Vinyl Fixed Window Limits of Use Certiflcatlon Agency Certificate Approved for use in HVHZ: No FL5012 R17 C CAC Certifications 2820.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/26/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL5012 R17 II PW-2820.odf pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R17 AE F-2820 Evaluation.odf Created by Independent Third Party: No 5012.9 PW -3020 Architectural Systems Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No 1715012 R17 C CAC Certifications PW-3020.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 09/11/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL5012 R17 11 F-3020.odf pressure, size and anchorage Information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R17 AE F-3020 Evaluation.odf Created by Independent Third Party: No 5012.10 PW -5420 EnergyVue Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5012 R17 C CAC PW -5420 Certification.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/29/2018 Design Pressure: N/A Installation Instructions Other: Please see the Installation instructions for design FL5012 R17 II F-5420.odf pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R17 AE F-5420 Evaluation.odf Created by Independent Third Party: No 5012.11 PW -5440 EnergyVue Vinyl Fixed Casement Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL5012 R17 C CAC PW -5440 Certification.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/29/2018 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL5012 R17 II FCA-5440.odf pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R17 AE FCA -5440 Evaluation.odf httpsJ/floridabuilding.orglpr/pr_app O.aspx?param=wGEVXQwtDgtU0FZc88XL%2bYy9RBuGnzYJujBx7GTgcl5wYHWgDjQ%3d%3d 34 4/.1512016 Florida Building Code Online Created by Independent Third Party: No Back Nett Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850.487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accmlbllity Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: ®®III",® r- diCreditSAFE Mips:t loridabuilding.orglpr/pr_app o.aspx?param=wGEVXQwtDgtU0F2t88XL%2bYy9RfBuGnzYJujBx7GTgctSwYHtAgDjQ%3d%3d 4/4 5012.12 PW -5520 WinGuard Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5012 R17 C CAC PW -5520 Certification.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/12/2018 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL5012 R17 II F-5520.Ddf pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R17 AE F-5520 Evaluation.odf Created by Independent Third Party: No 5012.13 PW -5540 WinGuard Vinyl Fixed Casement Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5012 R17 C CAC PW -5540 Certif0cation. Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/12/2018 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL5012 R17 11 FCA-5540.Ddf pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports X012 R17 AE FCA -5540 Evaluation.Ddf Created by Independent Third Party: No Back Nett Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850.487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accmlbllity Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: ®®III",® r- diCreditSAFE Mips:t loridabuilding.orglpr/pr_app o.aspx?param=wGEVXQwtDgtU0F2t88XL%2bYy9RfBuGnzYJujBx7GTgctSwYHtAgDjQ%3d%3d 4/4 GENERAL NOTES: SERIES $420 NON -IMPACT RESISTANT, VINYL FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED S TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) ALL WOOD BUCKS LESS THAN 1.1? THIO( ARE TO BE CONSIDERED 1X INSTALLATIONS 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE 1.1? THICK OR GREATER. Ix AND 2X BUCKS M EN USED) SHALL L BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER (EOR) OR ARCHITECT OF RECORD. (AOR} 3) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFHCENT EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLISHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 4) MAX. IIP SHIMS ARE REWIRED 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 BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 5) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOADS CORRESPONDING TO THE REWIRED DESIGN PRESSURE. THE 33-14% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.0 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER OISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. S. SEE SHEET 3 A. SEE SHEET 3 L _ TABLE 1: Window 8uek Site Delgn Preemre Cerdfleat)on Width Neipht (+) Pof 4.1 Pd (CAIQ Number 120' 60' 70.0 70.0 190.1017 96' 63- 50.0 50.0 190.1011 MAX SUCK WIDTH SEE TABLE 1 i- —. I 15• MAX. O.C. J r MAX. -yi I — TYP. EQUAL-LEGl60X & FLANGE FRAME (SHAPES SIMILAR) P MAX. 0, SEE SIEET4 I C. SEE ti SHEET4 A MAX. SUCK HEIGHT. SEE TABLE 1 4• MAX O.C. o• MAX SUCK MOTH SEE TABLE 1 r MAx —+i Fes— s• MAX O.C. / C MAX. SUCK HEIGHT. SEE TABLE 1 I r MAX --i i — TYP. INTEGRAL FIN 3 J -CHANNEL FRAME (SHAPES SIMILAR) SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK S12E FROM THE TABLE ON THIS SHEET. Yt�7 CERT. OF RUTH. 1; " g 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 (941)460-1600 VINYL FIXED WINDOW FPA (NON-IMPACT)8 12/13/14 GENERAL NOTES 3 ELEVATIONS J ROSOWSKI PW -5420 1.1 NTS ISI 1 OF 4 la 21 FPA -5420.0 ` �• „ r•5TC5 �' �� II U- •.. �6I101)j Kra: CbbbDUT ?: A LYNN MILLER. P.E. P E,8 SM I Anchor Substrate, Min. Edp• Oldanca Win. I embedment (sled. 188 S.S. or 410 S.S.) Max. 13P o/ 50.0 Southem • OiMnee Embedment Staid, A36 318' 0.057 Steel Stud, ASM Gr. 33 31sT 0.0348' (m Ga.) Aluminum 6083.75 317 0.0713' 14 Ge. N12 SMS (sled. 1S8 S.S. a 41I S.S.) P.T. Southam Pile (SG�.55) 716' 1316' Staid. A30 3/8' 0.050' Steel Stud. A6% Gr. 33 317 0.0348' (20 Ga.) Aluminum 6063.75 316' 0.0713' 14 Ga. 3/18' Ulbaeon ($ted) Max. OP o150.0 P.T. Sou61em Pble (SGr0.55) 7/17 1318• Concrete (mtn. 2.85 kol) 1' 13/9' Ungmted CMU, STM 0.110 2.1/2' 1 -UP 114' Ulbom (steel) P.T. Southem Pile (SG=0.55) 1' 1316' Conemle QWrL 265 kd) r 1314' Unpmuted CMU, (ASTM C80) 2.1/2' 1-V4' Concrete in. 2.85 ksl2.1? 13141 1/4' cmt*-Fbx (410 S.S.) P.T. Soullorll Phe SGwO.5 1' 1317 Concrete Amin. 3.35 kd) r 1314' Un ted CMU, STM C80 2-112' 1-V4' Concrete In. 3.35 ksl 2 r 1314' 1/4'AppnsOata (18.8 S S.) Cenenite WA. 3.275 k$ P.T. Sou61em Pine G-0.55) 1-1R' 1' 13/8' 13� Un ted CMU STM C80) 17-7-1 TEE Mehr Substrate Min. Edge Min. 1/8' ANNEALED OR OiMnee Embedment 2-1/2' x .131' Common NO P.T. Southern Piro (SO -15) 91110' 2.7118' Max. OP of 50.0 2-W a .131' Wro•ehank Nall P T. Southern Piro (SG -.58) 9116' 2-7/16' 2.112' x .145 Rw&V Nd P.T. Southam Pine (SG=.55) 9110' 2-7/17 P.T. Southem Piro (SG -.55) 314' 1316' 010 SMS AkM .8D8.•i-T5 3/S 0Ow (steel. S.S. Steel Stud, Gr. 33 318' 0.0348' (20 Go.) 0 S. a 410 S.S.) Staid. A35 318' 0.050' ANCHOR NOTES 1) NPOGROUTED CMI` VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 2) PANHEAD. FLATHEAD OR NEXHEAD ARE ACCEPTABLE. 3) ANCHOR LENGTH TO BE SO THAT A MIN. OF 3 THREADS EXTEND BEYOND THE METAL SUBSTRATE. 5/16' AIA PVS — 7/16' AIR SPACE 118' ANNEALED OR TEMPERED GLASS DURASEAL, SUPERSPACER OR CARDINAL XL EDGE 7/a' NOM. i 5/16' AIA PVB — 3I8' AIR SPACE 3116' ANNEALED OR TEMPERED GLASS DURASEAL, SUPERSPACER OR CARDINAL XL EDGE { Ila, NOM. ♦•- - TAr NOM. I I 7la• NOM. 1/8' ANNEALED OR 3116' ANNEALED OR 1/4' ANNEALED OR TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS EXTERIOR 1?NOM.GLASS a 5/8' AIR SPACE 1/2' AIR SPACE 1/2' AIR SPACE OW791 SILICONE 118' ANNEALED OR 3/16'ANNEALEDOR 1/4'ANNEALED OR TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS EGE-7700 DURASEAL. SUPERSPACER OURASEAL, SUPERSPACER DURASEAL. SUPERSPACER OR CARDINAL XLEDGE OR CARDINAL XLEDGE OR CARDINAL XLEDGE GLAZING TYPES TYP. GLAZING DETAIL . PVB INTERLAYER MANUFACTURED BY DUPONT INC. (AKA KURARAY AMER" INC.) .` :� : ' �`•�-•'�` •' a VINYL FIXED WINDOW FPA(NON-IMPACT) 8 12/13!14 VISIBLE LIGHT FORMULAS 8 GLASS/ANCHORS OPTIONS JROSOWSKI :• �':�'.'IS .ti;. WIDTH: BUCK WIDTH •45lilr �'• STA.Eo� HEIGHT. BUCK HEIGHT -4.s11r VISIBLE ucMrt w1DTH OR HEIGHT CERT. OF RUTH. $292sB _ tr la A'' 8 �' • C� I �: J•]: r (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM 1070 TECHNOLOGY DRIVE ti a ti { ;� , i L' .; �g �;;,;,• BEADING TO BEADING N. VENICE. FL 34275 i PW -5420 NTS 20F4 £ FPA -5420.0 jg ALYMi (941}480-1600 856705iLPE. EDGE DISTANCE FLANGE FRAME SHOWN BUM HEIGHT EXTERIOR EQUAL- LEGSOX FRAME Il SHOWN SHOWN INSTALLED EMBEDMENT THROUGH IX EMBEDMENT LEMBEDMENT RUCKSTRIP 16A�01 --T SHOWN EDGE ED�E INSTALLED DISTANCE DISTANCE THROUGNIXw fill BUCKSTRIP��n 11 T,,Ll7k,— I' THICK I.G. 7W THICK 10 Vr THICK I G FLANGE EXTERIOR FRAME 'D EOUAL- SHOWN a" WIDTH FRAME SHOWN HORIZONTAL SECTION A -A I' THICK I.G. SHOWN 2—I INSTALLED DIRECTLY TO SUBSTRATE VERTICAL SECTION B -B SHOWN U INSTALLATION NOTES: INSTALLED DIRECTLY TOII SEE SHEET IFOR SPACING REQUIREMENTS. METAL Zl SEE TABLETS) ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REOIAREMENTS. SUBSTRATE 3) MAX SHIM THICKNESS TO BE 114. 4) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. OO 5) FIN AND/OR FLANGE MAY BE REMOVED TO CREATE OTHER FRAME TYPES. FLANGE FRAME EXTERIOR SHOWN 15 EDGE DISTANCE VINYL FIXED WINDOW FPA (NON4MPACT) 8 12/13114 0 FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI tp, T-vff CERT OF AUTHry tf2Y2oS kral 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 (941)-480-18M MUER. P.E. z PW -5420 jj NTS lil 3 OF 4 FPA -5420.0 A LYNN PEASSAIS 1 1 ] 1 j SHOWN INSTALLED THROUGH THE EMBEDMENT SHOWN INSTALLED EDGE DISTANCE I�— INTEGRAL FIN {.� I EMBEDMENT y O INSTALLED THROUGH THROUGH THE THE FRAME INTEGRAL FW J•CHANNEL EDGE DISTANCE FRAME EDGE 13^ i SHOWN I DISTANCE t' THICK I.G I I EMBEDMENT J oI WIWI I a �O I FRAME l�0Ls-W 7 THICK I.O FRAME I I SHOWN EXTERIOR SHOWN TW THICK I.G. Buds WIDTH HORIZONTAL SECTION C -C i INSTALLATIDN NOTES' BUCK HEtGHr 1) SEE SHEET 1 FOR SPACING ^ ^ REQUIREMENTS. C� C� 2) SEE TABLE(S) ON SHEET 2 FOR ANCHORAGEAND SUBSTRATE o o REQUIREMENTS. 9) MAX SHIM THICKNESS TO BE 114', 4) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET I DESIGN REQUIREMENTS. I 1• THICK I.G. �^ S) FIN ANDIOR FLANGE MAY BE REMOVED TO CREATE OTHER FRAME TYPES. ! INTEGRAL FINFRAMEQ INTEGRAL FlN i O Pz 0 SHOWN EXTERIOR EXTERIOR SHOWN EXTERIOR Q ID aSHOWN INSTALLATION THROUGH INSTALLATION THROUGH THE INSTALLED THE FRAME. INTO METAL INTEGRAL FIN. INTO METAL THROUGH THE FRAME INTEGRALFINr VINYL FIXED WINDOW FPA (NON -IMPACT) 12/13I14 :• :I �`•= _= _ SHOWN - p EMBEDMENT _= J -CHANNEL & INTEGRAL FIN FRAMES J ROSOWSKI '? 61? LCIS ® - -. EDGE DISTANCE �- CERT. OF AUTN. lQp2Y0 h M18 ,.;°i 1070 TECHNOLOGY DRIVE Y Q g- . '�� lJA1- VERTICAL SECTION D -O N. VENICE, FL 3x275s"' (941 }480 1800 PW -5420 ," NTS « 4 OF 4 z fPA-5420.0 : A LYNN.WLLE� P.E. 4/15/2016 Florida Building Code Ordine Business & Professional r ;J- no;d0 DeprMd SCIS Home I Log In 1 User Registration I Hot Topics Submit Surcharge I Stats A Facts Publications I FOC Staff SCIS site Map Links Search Busines Pi ofessi I *USER: Product Approval -- Public user � Regulation MAY 2 4.2016 Product Approval Menu > Product or Aooliotlon Search > Application List > Application Detag OFFICE OF THE FL # FL17519-R1SECRETARY BY: Application Type Affirmation Code Version 2014 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived U Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive BOLD/i►rG, Nokomis, FL 34275 (941) 486-0100 Ext 21140 SANF ORD jrosowski@pgtindustries.com OSA lz. ;4RTM Quality Assurance Representative Address/Phone/Email #16- 1 478 Category Windows Subcategory Mullions Compliance Method Certification Mark or Usting Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Keystone Certifications, Inc. Steven M. Urich, PE U Validation Checklist - Hardcopy Received Standard AAMA 450 Year 2010 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity O Yes `J No 0 N/A FL17519 R1 COC Mulls -5400-5500 Evaluation.odf hapsJ/floridalnrilding.orglpr/pr_eppdtl.aspx?param=wGEVXCIwtDgvYdg2pCt%2fXXJIv984GaIGRKLAZmOd1YCMt7fgwQB6APpA%3d%3d 1/2 4/15/2016 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 06/11/2015 Date Validated 06/11/2015 Date Pending FBC Approval Date Approved 06/16/2015 FL # IModel, Number or Name Description 17519.1 5400/5500 Series Mullions Clipped/Unclipped Mullions Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see installation instructions for additional product, testing, and anchorage information. Certlification Agency CertHicate FL17519 R1 C CAC 190-1075CAR.Ddf FL17519 R1 C CAC 190-1076CAR.Ddf FL17519 RI C CAC 190-1077CAR.Ddf FL17519 Rl C CAC 190-1078CAR - uncliooed.odf Quality Assurance Contract Expiration Date 01/10/2019 Installation Instructions FL17519 RI II 54xx - 55xx Mulls.Ddf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL17519 RI AE 54xx - 55xx Mulls Eval.odf Created by Independent Third Party: No Back Nert Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850.487.1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do rot send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have arta questions, please contact 850.487.1395. 'Pursuant to Section 455.275(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455, F.S., please dick DSM. Product Approval Accepts: ®®SHE® Credit rarrl SAFE MtpslHloridabuilding.orglpr/pr_app ilii.aspx?param=wGEVXQwtDgvYdg2pQ%2D(XJlv984GaIGRKLAZmOd1YCMt7fgwQB6APpA%3d%3d 212 GENERAL NOTES. UNCLIPPED s�oogsooMuuaUSE THIS SHEET FORNs: UNCLIPPED MULLIONS ,aIN I 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 IS 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 OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN LfIW. THE 113 STRESS INCREASE WAS NOT USED W THIS ANGIOR 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, 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION. SEE EXAMPLES ON THIS SHEET FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE OF -SIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 8) ANCHOR 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 ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 7) MULLIONS HAVE BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NONIMPACT APPLICATIONS. IMPACT APPLICATIONS ARE LIMITED TO WINOIONES 1, 2 8 3 AS DEFINED BY ASTM E18g8. MULLIONS ARE ONLY TO BE USED WITH PGT -APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 8) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING MDTWNEIGKT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS APPROVAL_ 0) FOR ADDITIONAL MILLIONS, OPTIONS TWO CONFIGURATIONS NOT SHOWN ON THIS APPROVAL. REFER TO FLORIDA PRODUCT APPROVAL #1281. 1 2S X 325• X .107 MULLIDN GWS•TS ALUMINUM W1Mon Cawly Table TABLE 1 OPMit1g Wfi01A OT Hdgtt 1p b /27.1/4• All LMOV Typal TO" ISM utmoncepomy Arcloap Rm*b§. e 8 .raOIWR' ieD ONM lr OIIIOoR wch" aqo "m hnl/Y of W Ina. mSWA YWF oler w4ow4AIIN bwamy WYY CUeYNtY Cr ipma. 96~ 3.25r L I 107 .100' la- - SEE CAR IOD -1078 FOR CERTIFICATION. 1 2S X 325• X .107 MULLIDN GWS•TS ALUMINUM W1Mon Cawly Table 117. a78. ACCARmt OPMit1g Wfi01A OT Hdgtt 1p b /27.1/4• All LMOV Typal TO" ISM utmoncepomy Arcloap Rm*b§. e 8 .raOIWR' ieD ONM lr OIIIOoR wch" aqo "m hnl/Y of W Ina. mSWA YWF oler w4ow4AIIN bwamy WYY CUeYNtY Cr ipma. 96~ OPENv10 WpTN,1M)L Ir•w• , lr- la•Mw11a� wIMH f 1 NIRLION i � lE/1CN711, � 1 1 W1L 1 1 � I I I I LLA— NOTES FOR UNCLIPPED MULLKNISIFWIME ASSEMBLY TUBE: 1) NOT TO BE USED WITH SINGLE OR DOUBLE HUNG WINDOWS. 2) NOT TO BE USED IN CROSS OR TEE CONFIGURATIONS, SEE NEM SHEET z SEE SLEET 7 FOR MRL TO WnOOW CONNECTION SINGLE VERTICAL MULLION r—OP&fflV WVTN./MR Ir-1a•—yl = OPENNGwIMN,MNL Ir-w•—y AC0"X MLIWIOOWAFCNOR THIMUON TIIE FRAY@ FOR COM4E001109 S I= FRAME$ $EE SHEET 7 Fp1 NAR FtV Y 441AM EL FRAES MRUW tE11GIN, am t7• -'1 I.w• �MRuoN wlonl opeaw NEIfi1T. MAIL lr•1M /` l SINGLE HORIZONTAL MULLION I 1 1 I 1 �OPENNIi vAOTN, YMK t7T•w•—•-� MULTIPLE VERTICAL MULLIONS YUU/ONtEMOK rMAXSr-� I 1 MIJIMON 11 11 II 11 1 1 17YWL -fwIOTN -�;- �. 11 11 127•tM 1 1 Ij 11 1.114• OPEI/uIO 'h _� MALION NHGIIT. Wtml IAA;_______ lr•w• 1 1N' 1r%VM w'bTM T OPEISNO NEK1M, 6" Ir•w• f MULTIPLE HORIZONTAL MULLIONS II `MTH I� WIOTN — 11 "NIM" _oil III 1111 I II 11 I I 1 1 1 Ll I 14 111 1111 11 L I AC0"X MLIWIOOWAFCNOR THIMUON TIIE FRAY@ FOR COM4E001109 S I= FRAME$ $EE SHEET 7 Fp1 NAR FtV Y 441AM EL FRAES MRUW tE11GIN, am t7• -'1 I.w• �MRuoN wlonl opeaw NEIfi1T. MAIL lr•1M /` l SINGLE HORIZONTAL MULLION I 1 1 I 1 �OPENNIi vAOTN, YMK t7T•w•—•-� MULTIPLE VERTICAL MULLIONS YUU/ONtEMOK rMAXSr-� I 1 MIJIMON 11 11 II 11 1 1 17YWL -fwIOTN -�;- �. 11 11 127•tM 1 1 Ij 11 1.114• OPEI/uIO 'h _� MALION NHGIIT. Wtml IAA;_______ lr•w• 1 1N' 1r%VM w'bTM T OPEISNO NEK1M, 6" Ir•w• f MULTIPLE HORIZONTAL MULLIONS GENERAL NOTES, CUPPED 640016600 MULLIONS: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE W ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION, TYPICAL APPUCATIONS ARE SHOWN. EACH SITUATION IS U NIOUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL IX OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS HAVE BEEN TESTED AS *FREE-FLOATING* AND 00 NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN UP FROM THE CUP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE W WOLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U18D. THE 11.3 STRESS INCREASE WAS NOT USED IAN IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. LEI 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. S) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION. SEE EXAMPLES ON THIS SHEET. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 8) WHEN FINDING YOUR SIZE IN THE MULLION TABLES. ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABMS). 7) ANCHOR 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. ANCHORS SWILL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REOUIREO TO PREVENT REACTIONS. 8) MULLIONS AND CUPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REOUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. IMPACT APPLICATIONS ARE LIMITED TO WINOZONES 1, 2 d 3 AS DEFINED BY ASTM E1998. MULLIONS ARE ONLY TO BE USED WITH PGT.APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 9) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPIN AND OPENING WIOTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REOUIREMENTS OF THIS APPROVAL 10) FOR ADDITIONAL MULLIONS. OPTIONS AND CONFIGURATIONS NOT SHOWN ON THIS APPROVAL REFER TO FLORIDA PRODUCT APPROVAL sm. 11 I� I SHAPESTO OPENM WIDTH FOR Iw9CRADo VERTIM/IUu1DN I{iA00LAR S IWE v1ATIGLL OPENING wuloH NEIWGN RFLOOM H� R HOtIMM& HORIZONTAL IIuu" Ll — L 1-114 fAJ11101 L�� WIOTM UENGT N MORQOITAL f LElgT1H LAALIOH J LENGTH CROSS MULLION CONFIGURATION I- HORIZONTAL NALOW IENOTN--y r r ,A-1-I"'LIDN �„1•Iq'YIA►Id1 wlmN WIDTH oFF,.NG w1orN FOR vHmrrll OPENM WIDTH NLAUGH FOR VERTICAL IAALON- CA TEE MULLION CONFIGURATION OPENwG WIDTH F_ �r�� I 1 LION "LH I am ,A-1-I"'LIDN �„1•Iq'YIA►Id1 wlmN WIDTH oFF,.NG w1orN FOR vHmrrll OPENM WIDTH NLAUGH FOR VERTICAL IAALON- CA TEE MULLION CONFIGURATION OPENwG WIDTH F_ �r�� LSEE SHEET 7 FOIA WLL TowwomGommEcTIDN SINGLE VERTICAL MULLION 1) FOR MAXIMUM SIZES. SEE TABLES 2AdA 2) SEE SHEET 9 FOR INSTRUCTIONS ON USING TABLES 2A -40k 3) CLIPPED MULLIONS MAY BE USED FOR ALL WINDOW TYPES. FOR CUP ANCHORAGE. USE THE SAME ANCHOR AS WINDOW ANCHOR USE THIS SHEET FOR CLIPPED MULLIONS oPHaIq -�r I 1 LION I I am 1---_-_ 11 1111 11 11 1111 11 1 1 1 Ll 1 A 1 LSEE SHEET 7 FOIA WLL TowwomGommEcTIDN SINGLE VERTICAL MULLION 1) FOR MAXIMUM SIZES. SEE TABLES 2AdA 2) SEE SHEET 9 FOR INSTRUCTIONS ON USING TABLES 2A -40k 3) CLIPPED MULLIONS MAY BE USED FOR ALL WINDOW TYPES. FOR CUP ANCHORAGE. USE THE SAME ANCHOR AS WINDOW ANCHOR USE THIS SHEET FOR CLIPPED MULLIONS oPHaIq -�r WIDTH 011MMr.WIDTH 1FH..ALX1H�r,HH NAupN -1 -----_— Vr 1---_-_ 11 1111 11 11 1111 11 11 1111 11 1 11 1111 It 1 I 1 1 11 1111 11 II 1111 11 II 1111 1 r%IIAumu3'AITH_y t•1K _fWLL101 WIDTH T ovaaNG HEIGHT r SINGLE HORIZONTAL MULLION F -_.NG WIDTI� MULTIPLE VERTICAL MULLIONS Mir �UALM WIDIH HEIGHT r 11 �� MULTIPLE HORIZONTAL MULLIONS CROSS-SECTION MULLION EXAMPLES USE THIS SHEET FOR CLIPPED & UNCLIPPED] MULLIONS llll U 11a FLANGE FROM SHOWN. WY ALST AS AN V FRAM SHALLOW FLUSH —MARL FACE CAP aouT EXTERIOR b FIG. 1: 1.25"X 3.25' X.100' MULLION & FACE CAPS MAY ALSO SE INSTALLED DEEP EXTENDED I TOWARDS EXTEFUM MRL FACE CA` MM EGUK1EGGM FRAME SHOWN. MAY ALSO E INSTALLED AS A FLANGE FILE (SEE Fro. 1) O®FWSM MAY ALSO 06 WALLED MILL FACE CAP TOWARDS I TERPCR MIN FIG. 3:1.25'X 3.94'X.624" MULLION & FACE CAPS NOTES FOR MULLION TO WINDOW ATTACHMENT: 1) RECOMMENDED ANCHOR LENGTH " MIN. Y4' 2) USE ANCHOR TYPE AND SPACING AS PER THE WINDOWS APPROVAL. 3) PICTURE WINDOW WITH VERTICAL MULLION SHOWN, ALL WINDOW TYPES AND MULLION ORIENTATIONS APPLICABLE. 4) IF APPLICABLE, NAIL FM ANGOR FLANGE MAY BE REMOVED FROM THE WINDOW FRAME MEMBER BEING MULLED. SHALLOW FLUSM MARL 14" CAS Irmn� EGUAL4AGISOX FRAE I SIro1M INSTALL FRAN GEED FLUSH I EXTERIOR NULL FACE CAP ^ "IS 15 FIG. 2:1.25"X 3.25"X.624" MULLION & FACE CAPS r--------------------------- FIG. 4: MULLION END CAP EXAMPLE H INSTALL t ADDITIONAL MAN$CREW ILIRLON END OAP TO SPAN SOTH THRpIGM THE IWL RN ON EACH SDE M WIDOWS. ADMERE WITH SUOOW- I----\ OF TME WLLIONKNtALE ASSE►�Y 1 TUSE CFMERUNE 1 M------------ 1 0 0 I NOTES FOR MULLION END CAP. M 1) APPLIES TO FW OR H J -CHANNEL FRAMES. M - - _ - _ _ _ _ _ _ 2) REQUIRED AT HEADER AND JAMBS. I I EXTERIOR 3) PICTURE WINDOW WITH j VERTICAL MULLION SHOWN. SIDE VIEW MUWONORIENTATIONTYPES S APPLICABLE I SEE CR0445ECIION LNRLION I r WSaiYIELG TaI NG E%AIPLF&FIG$ 1.3 � XIII � IS wnoow TO FRAE ATTACHMENT ` �� 1 LYNN A,/ viii H t4AS'•�o��' 1GENSg l��A L VERTICAL MULL TO STRUCTURE _ *: ND. sans I "tow VIEW MULLION END CAP 10 y TE FR410 pvc S •. •� M I 2X SINE view '�i.s�` �... X CYNN•MB.4R. P.E. USE THIS SHEET FOR CLIPPED MULLIONS DETAIL A: DETAIL s: r<lL,o11 MULLION TO ZX WOOD SUCK "°u10N MULLION ATTACHED TO 1X 9LICKSTNP TMA. ANpm OR WOOD FRAMING W000 BUCK ANO MASONRY AID PEA SMTRATLTABLES Elf ce (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) AT OTHMENT SEE SEE TABLES �'° d 9Y NOTE 1 sEE NOTE 1. m 1 i SNEET 1. e I 1 I N MIH ti 1i9 EIINB! THE 1 1 1 O 1• 1 1 CONCRETE OR pill I1 E06�TANCE, O TA2pMp 011 • 1 • 1 1 SEE SEE TABLES J GI Wr EE • EV DISTANCE • • 1 • EDGE DISTANCE 2649 � IL HMTALLEO sr C • II FOR WOOD 1 AANCHORS r Q Q THISHE1Naa SCREWS . •a 1 H I SIDE VIEW W TA e§ C • • • ERNER TIE f. • . STA/OMD • a • •e • • A• ET MULL G EXTERIOR �� Z ' CIL L • d DISTAD 4 J ? UT • • FOR • Q Z t�S MASONRY •0 In O gg THE OFFSET CLP 13 ANCHOR; W RECOMMENOIED MR a: ■■L� EXTER OR • ° J Ff4fl8 i1DOWAOR BLIT MAY AM BE o Y USED FOR OT ER o h N FRAME TYPES. W) Z ANCHOR c Tw.ANpR a $ TVP ANCHOR SU T� 2549 to � a TW.ANCIOR HNRauesrRATe � . PIR SUBSTRATE. EEE rANu ee 29 4s BLIURS EEE TABLES 2{49 EOGHEw ANO ACNLEITT �OgATT DISTANCE .1 .. Br OTHERS. T- SEE TABLES EMBEDMENT SEE NOTE t. EM9EDLMM BUCKSTRP / 79.49 I ,. .. SLEET AND .. .. ATTACHMENT IAN 2 T K9ODNpRETE OR CMU • • • SEE NOTE ITYOTNEE11•. • • • . SHEET 1. MALION FRONT VIEW SIDE VIEW SEESHEE SMOt FRONT VIEW HOLE LOCATIONS MAY ALSO BENsrALL1R TYv.AN04CR DIRECTLY TO MASONRY: PER e e SEE TABLES M 49 INSTALLATION NOTES' r -23P MAX FOR EMBFOIEM. ALL WLLONC j .. 111111 I ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO YBi 2.7 KSI CONCRETE CRCMU 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 FRONT VIEW ` '�,MG •'•. * �: CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE ? FOLLOWING SHEETS. FOR DETAILS A.C. EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. _ * : t2O 58705 3) ANCHOR WAD TYPE MAY BE PANHEAD, HUMEAD OR FLATHEAD. '. .S O\�j • : W SATE 4) WOOD BUCKS ARE OPTIONAL. SEE DETAIL B. THIS SHEET. :q�^ •. `�� USE THIS SHEET FOR DETAIL C: DETAIL D: DETAIL E: CLIPPED MULLIONS_ FIELD -MODIFIED MULLION CLIP ANGLE MULLION CLIP MULLION TO MULLION C t (F -CLIP) (ANGLE CLIP) T INTERSECTION �q (U -CLIP) 4�@ SEE OUT Ai0. ° NOTES FOR INSTALLATION OPTION E: QE Q SHEET ECWC SUBSTRATES.Vi1q JES 1) MULLIONS MAY BE INSTALLED IN p I 'ME*OR'CROSVCONFIGURATIONS. ap MULLION L 2) UCLIP MAY BE INSTALLED a ' HORIZONTALLY (SHOWN) OR < IF VERTICALLY. 2 z- 1) USE 2 ANGLE CUPS PER MULLION END. CUPS MUST BE INSERTED INSIDE OF MULLION. TOP VIEW ruwaN VARIES-r—y #n STEEL SCREWS. /-SFLF411PALM OR PNEdRI L ``✓MULLION AND USE SAO MULLION LCTION EXTERIOR FRONT VIEW -t I FOR STEEL STUDS THINNER TK4N FRONT VIEW 1S A Arm COLOVANT WTI THE R BUILOM CODE. A 2X WOOD SACJER MUM USE. ATTACHMENT BY OTHERS. EXTERIOR USE WOW ANCPW SPECS NOTES FOR INSTALLATION OPTION F: 1) FOR ZX WOOD -BACKED STEEL STUDS. WOOD ANCHOR VALUES MAY BE USED. DETAIL F: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) rYv. ANCHOR Dw ow Dw Dw ow 1Dw 1141w 140w low 1J'Sa32S ati°rvr T1141/T-ry AIYAaprr »>O�O 01�pr 11WIaU110 �M �. 01t61nPrl TnMTs014 1►a■Wa t1�6bo pla�vr >tdilrtla Roaa�r Tomrro. >hYnry x.100 Imy IsbV Imo 1m1p Ie41p Im'o Isb{i Im7 ImV Imi IA001i ImV I000tY �0 Imo IsOYV �$V 1 11 dm1 $$g $$SIf � IJ if !$! g atifa �111 if gg $ !Jg d ImSo $� I SEE CAR 190.1075 FOR CERTIFICATION. 1 -.1 C •10 FIGURE 1 STANDARD CLP SHOWNI: FIGURE 2 STANDARD CLIP SHOWN • FIGURE 3: ANGLE CUP T BE USED IN PAIRS. FIGURE 4. FIGURE S• FIGURE 9: • • TABLE NOTES: USE THIS SHEET FOR CLIPPED MULLIONS USE RECTANGULAR LOADING FOR ALL TEE OR CROSS CONFIGURATKXIS• AND ALL ASSEMBLIES CONTAINING A SL46LEIDOUBLE HUNG WINDOW. USE TRAPEZOIDAL TRIANGULAR LOADING FOR ALL OTHERS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (D -) X MLLOOC!= \ .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 ,MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 9 FOR INSTRUCTIONS ON USING THE TABLES, SEE SHEETS 35 FOR GENERAL INSTALLATION METHODS 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEET 9. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEET 9. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS s) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 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 0.55. ALUMINUM SHALL BE W63•T5 AND BEA MINIMUM OF .100' THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND 045• THIO((18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125 THM AND A30. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 010 8 02 ANCHORS INTO WOOD MAY BE STEEL. I" S S OR 410 S S 1.250' 3.250' L 7 x.100' 1 25• X 325• X 107 MULLION Mellor Capow Tab AnMarCEp ►amNlro 61ftU0M 2.76 CMOs 3514Caa N7a110MU Fow cmu FT abO M1Y Ylf Eb 1M• 4141 Eb 6/1f Eb EW—as Em 010 sw M26 012 atM 'wOf T1'A' YY•Eb1a111— Vr Eb Y1110T U— Ylf Eb laOlaetw W'Eb V00ten Aw.OMs 11 .— Aff 0 61✓ 40s) 0a—m 8—m E1q Mt—Ont r 1• 2.17 3-Uf P 2 -Ur 11 2.14 r 3-llf r 0.Y• Oft• 0321• 1101411-0 Ids• Iys• Isr r 1-Iw• 1.W laly 1-w 1-w aw r lyf hVf LnW 2AC-10 s.7716n OC I Stud" m OaM 010610. It 30D to 43001 41040 is" 21000 nO 35140 NOR 3M Me Wft 9040 31140 44240 00040 0 Ann= o1.17 Mw. O C I41Wdvtl I11~C00" 7k Y0ft WA WA WA WA 3000 WA Km WA WA WA an F. soft 111040 I A1C -1 o r Mw. O.0 I M h3 Atm OWI 3) loft rWA soft SHOW left 64040 6040 WA 70014 74940 soft Ii7ft 41040 soft 111040 3 Mch= Q o sr Mw O C / OOp wb .107 A00n. (FW 4k WA WA WA WA WA WA WA WA WA WA WA WA WA o0ftIAC-/F-0b610.3k loft 22340 Wft 41040 13640 14040 1T7ft 37040 U/b 33240 N3ft 17040 22140 2.040 2 AtC-101.17 Yh OCJ FQr .Q S40b WA WA WA WA lob WA WA WA WA WA 31140 x7101 1 0040 FIGURE 1 STANDARD CLP SHOWNI: FIGURE 2 STANDARD CLIP SHOWN • FIGURE 3: ANGLE CUP T BE USED IN PAIRS. FIGURE 4. FIGURE S• FIGURE 9: • • TABLE NOTES: USE THIS SHEET FOR CLIPPED MULLIONS USE RECTANGULAR LOADING FOR ALL TEE OR CROSS CONFIGURATKXIS• AND ALL ASSEMBLIES CONTAINING A SL46LEIDOUBLE HUNG WINDOW. USE TRAPEZOIDAL TRIANGULAR LOADING FOR ALL OTHERS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (D -) X MLLOOC!= \ .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 ,MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 9 FOR INSTRUCTIONS ON USING THE TABLES, SEE SHEETS 35 FOR GENERAL INSTALLATION METHODS 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEET 9. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEET 9. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS s) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 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 0.55. ALUMINUM SHALL BE W63•T5 AND BEA MINIMUM OF .100' THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND 045• THIO((18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125 THM AND A30. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 010 8 02 ANCHORS INTO WOOD MAY BE STEEL. I" S S OR 410 S S 1.250' 3.250' L 7 x.100' 1 25• X 325• X 107 MULLION USE THIS SHEET FOR CLIPPED MULLIONS 601. 1mH 1AM CUP MUST I ti 1 4. 1 M FIGURE 6: I110a, I NOH tOb 1.23a3M �vr Tlaprtpnv UWMWa law". AnchwCapr TNWTfty.Ib+wr T�dlA.s �Rr T.sRd.a �mPr 3ayNrp I�aa >Id7ba � 3apR4ry Yr Eb �mn 1• 2 -VT hLC IA•r USE RECTANGULAR a .621 �" In.ar� 1.01" te.� laa6 te.�lp Ff.aCMU Wow liar 5nV 1}o yr 53 Bm gloated N23a/ F125" MuddAGP.O90 $_,a,)11 a !W ft -M 11R r 041• OSP 032r 1.IAr 7 4Sr 1 TT wY. Imo �� 1� L_" 301. IAaa 0 L-09 Man tsmro IA�Ip Imnp 1t1.m0 740O. IeOq lutlip Wb 3.14. LOADING FOR ALL TEE OR mum" UUML TubeL AMClosel U'Yh OC/SmImItl la Oi1.0430042) 404. mum NA NA WA WA 301. WA NA WA 6 NA 024. Mft 112Db 4 Ando. 0 TYM. O C.7 T62A1 AF408Mae - a Y ^4i 1504. t - tt -tS WA ^4} 7161. SS CONFIGURATIONS.NTAININGA CRO00 AND ALL ASSEMBLOS tma. CCSS E}} CCSg yy eR yyee WA NA Y33 NA Y}} e6 tS qp a5 ap p} e6 CS e6 sS a6 CSrS NA NA a6CS l Anttv7FQp A16 $ IOb aGCS aGtS a.3O. aG�CS 1351. QfY CS 1774. SC 1511. 33120 A3b /O OUBIE FLING WINDOW. WOOW. TABLE 38 ANGLE CUP MUST • • BE USED IN PAIRS. FIGURE 6: AnchwCapr Tsma TOa AllelmiCHy ►a1b1M IVIdv foe UP ass 6q FinmmWa )135.CM YtP Bm �m t• 2-trr "uq 14r Yr Eb �mn 1• 2 -VT hLC IA•r $11c bop Ub- 31Ar r 3nr Elm lfaean 1• 2•vr 4W tour Itma Yl BeelMmn 1• 2-ur mu- I.Vr W53 �-0m r MY• Ff.aCMU Wow liar 5nV 1}o yr 53 Bm gloated N23a/ F125" MuddAGP.O90 $_,a,)11 a !W ft -M 11R r 041• OSP 032r 1.IAr 7 4Sr 1 TT wY. 2Atldla.•47TYn OC 13b110aaat Ob pipl 301. 301. 4561. Man 14" In SAO. 2020 i.0. 740O. 374 t Wb Wb 3.14. 402M 5020 AMClosel U'Yh OC/SmImItl la Oi1.0430042) 404. mum NA NA WA WA 301. WA NA WA NA NA 024. Mft 112Db 4 Ando. 0 TYM. O C.7 T62A1 AF408Mae ®1. 1504. I.O. SHOO. 5401. WA 7010. 7161. 401. tma. Y24. soft I17DO. 3At1hMO05/•Yn O.0 lu4wblla.wm-'EPO Q WA NA WA NA NA WA NA WA WA 1OA NA NA NA NA l Anttv7FQp A16 $ IOb It5b 22520 a.3O. 021. 1351. N01. 1774. Y01p. 1511. 33120 A3b 17020 2211. 210 S 2 And1a. IIS Yn OC7F 3t0O. 397, NA NA N71 WA mad OYA WA WA WA I NA 1 3410. 1 447b I =ft FIGURE 1 STANDARD CLIP SHOWN • FIGURE 2 STANDARD CLIP SHOWN FIGURE 3• 0 FIGURE 4: FIGURES • • TABLE NOTES: 1) SEE SHEET 9 FOR INSTRUCTIONS ON USING THE TABLES. SEE SHEETS 3.5 FOR GENERAL INSTALLATION METHODS. USE TRAPEZOIDAL TTRUINGULAR LOADING FOR ALL OTHERS, 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 ANGOR CAPACITY TABLE 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTH$ IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEET 9. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEET 9. FIGURES SHOW SUGGESTED. APPROMMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SWILL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SWILL CONFORM TO ASTM C -W. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -TS AND BE A MINIMUM OF .100• THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST, 12T THICK AND AX ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 810 8 812 ANCHORS INTO WOOD MAY BE STEEL 18.8 S S. OR 410 S.S 1.25• X 3 25' X 624• MULLION Mau= ANGLE CUP MUST • • BE USED IN PAIRS. FIGURE 6: TABLE NOTES: 1) SEE SHEET 9 FOR INSTRUCTIONS ON USING THE TABLES. SEE SHEETS 3.5 FOR GENERAL INSTALLATION METHODS. USE TRAPEZOIDAL TTRUINGULAR LOADING FOR ALL OTHERS, 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 ANGOR CAPACITY TABLE 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTH$ IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEET 9. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEET 9. FIGURES SHOW SUGGESTED. APPROMMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SWILL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SWILL CONFORM TO ASTM C -W. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -TS AND BE A MINIMUM OF .100• THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST, 12T THICK AND AX ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 810 8 812 ANCHORS INTO WOOD MAY BE STEEL 18.8 S S. OR 410 S.S 1.25• X 3 25' X 624• MULLION Mau= 900 1 1, 1 le 1pl, 1 1. 1 ICN 1 ICH I 1 1 "am 12503.64 Tu1/ob M1ebvOr T4pAlo6 waYWY 10pi11^ nY+Yor I1gT1OiO awp1Y T,Y,IT4rp ReYWOY udtMO• A11COrpAlr TvdOOO nYro/lorr 114y0Yp OYi4g4/ *nernYiO ■j21 {{Isfo Isco 1etlN jLos" {1e46O 16611 5lr{0 ls6O lmv $IAOp lsi{a lsOAS ls/q 1446 1sV lyd$i Irl? ts6p WMT1OA dg££ l$f$ag � �g �Cg yp�� des• �� !!ti gp�3g �c5 yp�p$g s`5 Jp$i �Cy ye�4$g �Cg �� dCS �ggj �fg dg �fy �� g�g �fS $�g �CS peg �`s !!$g � �g$g � �p$� fl idd t8fl 7tdfl Ill �fldfl Itd86dflB !B FB !t�fld�d �d SEE CAR 190.1077 FOR CERTIFICATION. TAal C Aa FIGURE 1 STANDARD CUP SHOWNk FIGURE 2 STANDARD CLIP SHOWN : FIGURE 3: ANGLE • • • • CUP MUST BE USED IN PAIRS. FIGURE 4' FIGURE 5: FIGURE 6• • [LEI USE THIS SHEET FOR CLIPPED MULLIONS USE RECTANGULAR LOADING FOR ALL TEE OR AND ALL ASSEMBUES CONTAINING A SINGLEIOOUBLE HUNG WINDOW. USE TRAPEZOIDAL /TRIANGULAR LOADING FOR ALL OTHERS. ANCHOR CAPACITY ADAISTMENT FORINW (DP_) % ( ANCHOR Ci1P.�.., ) . ANCHOR CAP., `MULLION 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 MULLON 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. 1.257 -{ TABLE NOTES: And1o7CSP@Cb TOEY 06) 2) UNEAR INTERPOLATION BETWEEN MULL LENGTHS ANDAOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE Ise SHEET 9. HOLES TO BE ORLLEO IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEET 9. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. i1b0o0c And1o7C�POm1Wu 't's1Y0� E4a 0.w -P,) Emoft–V oy 7.lY /bo101 YlrEdlmleY, IArEbl4lOe/1 1• 2.14• 1• 2-vr 1.Y4•1yv lyr Sinn I FW Ed LALs 3 -Ur r YIII!b1104m, 1• J-1? 1.w 1.w Hb OIU IN•Eixllnr/1 r 2.14• ,.w 1.,w• FOW OYY /1 W40 IIr/ IMixEb YM Eb w'pEb M00W a26W 41211/ A06101r UII� A�OIAf Otwr113A 111—M) 8or(C:S) r 344 r 0.4r 001• 0121• ,.w• ,.vim r "vr JAn64,101.A'Yh 0.0 /51/Il/ys03141GO F41 won =01 4301, wft /W01 JAO4 MM, MId turd 3141, Mod 111"I" 3111, 44201 MOB 4 Ango401.Ir Ilh QG/ibli�l Hs(IMgq ik J) 4801, 7801, WA WA WA WA Sod WA WA WA WA WA quail 0801, ItJOd 4Al.h-0r9m*Ql(3117d AlgbQlxlft3) 2801, /p1, Mom 1340111. 1111111111A "oftSpix WA Mon 241, 080101 IY2b 012d Otld la0b. ,o 4Ao400.51' Iain 0.G I UQµ 60.107 Ami, ff44) WA WA WA WA WA WA WA WA WA WA WA WA WA WA ti/b IAA6d/F� S) 1801, in Ol JJ5d 4454 ana, 1334 1404 1"" 310 11/ix SS2a4 4734 IA1, >Zlix Jpb J Moor llS'Yln 0.CJf 4 3Wd 3704 WA WA WA WA 1806 WA WA WA WA WA 1 341 ft i41Jd MOb FIGURE 1 STANDARD CUP SHOWNk FIGURE 2 STANDARD CLIP SHOWN : FIGURE 3: ANGLE • • • • CUP MUST BE USED IN PAIRS. FIGURE 4' FIGURE 5: FIGURE 6• • [LEI USE THIS SHEET FOR CLIPPED MULLIONS USE RECTANGULAR LOADING FOR ALL TEE OR AND ALL ASSEMBUES CONTAINING A SINGLEIOOUBLE HUNG WINDOW. USE TRAPEZOIDAL /TRIANGULAR LOADING FOR ALL OTHERS. ANCHOR CAPACITY ADAISTMENT FORINW (DP_) % ( ANCHOR Ci1P.�.., ) . ANCHOR CAP., `MULLION 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 MULLON 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. I® 1.257 -{ TABLE NOTES: 1) SEE SHEET 9 FOR INSTRUCTIONS ON USING THE TABLES. SEE SHEETS 3.5 FOR GENERAL INSTALLATION METHODS. 2) UNEAR INTERPOLATION BETWEEN MULL LENGTHS ANDAOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE Ise SHEET 9. HOLES TO BE ORLLEO IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEET 9. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 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 0.55, ALUMINUM SHALL BE 9063-T5 AND BE A MINIMUM OF .10r THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .824• .045' THICK (16 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125 THIO( AND A36. ALL _` ANCHORS INTO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 610 3 012 ANCHORS INTO WOOD MAY BE STEEL. I" S.S. OR 410 S.S. 1.25• X 3.W' %.ON• WLLION I® t25V -1.250' 12573.3250 3 257.100' 100'.100' Az.�• ri .627 Ht� --I Am 1.- ri .827 1-- 125X32SX107 126'x325'%.621' 124x3.91'X 621' MULLION MULUON MULLION .375 6005 -TS ALUM. 600STS ALUM 6005 -TS ALUM MIN. - XSECTION x4ECTION %SECTION INSTRUCTIONS, 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBSIFT'1 FOR THE OPENING USING THE ASCE-7 STANDARD 2) CHOOSE A MILLION TYPE THAT WILL FR THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEETS 68 TO DETERMINE IF THE WIND LOADING IS 'RECTANGULAR' OR'TR4WGULARRRAPEZOIDAL'. I) FWD THE CHOSEN MULLION'S MULLION CAPACITY (LBSI M FROM TABLES ZA THROUGH 4A, ON SHEETS 8 THROUGH 6 RESPECTIVELY, USING THE MULLION TYPE. LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING F THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY. THE MULLION CAPACITY (I.BSdfM OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REOUIREMENT (LBS+" FOR THE OPENING OBTAINED W STEP 1). S) FROM THE SAME TABLE USED W STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBSL THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHORISUBSTRATEMNCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. 7) IF THE MULLION CAPACITY (LBSIFT9 OBTAINED W THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBSIFT'1 FOR THE OPENING, YOU MAY USE THE 'ANCHOR CAPACITY ADJUSTMENT FORMULA' TO OBTAIN THE LOWER ANCHOR CAPACITY REOUIREO. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE B) VERIFY THE DESIGN PRESSURE RATING (LSSIFT') FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LSSFM OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED W A SPECIFIC APPUCATION WHEN USING THIS APPROVAL TO APPLY FOR A PERMIT. F- 5 507 CUT HERE TO 3.125'-�j - CREATE FLIP. SEE I DETAIL F. SWET t '3 .125• STANDARD CLIP 2000' 6053-76 ALUM. LT X4ECTION JIS t 125' 5 507 CUT HERE TO 3.125'-�j - CREATE FLIP. SEE I DETAIL F. SWET t '3 I 1 2.250 1 I �--- MIN. I 1 JIS t 1 I 126' X 335' x 6H' AtusrA m 1TIM Mason I 1 H 1.435 1 1 2.625 1 1 CENTEROF--'------ 1 I 1 1 I 1 1 1 1 ANCHOR HOLE I 1 1 I MO I I I 1 1 I 1 I 1 I F I 1 1 I I 1 BOUNDARY SEE 1 I I 1 I I 1 1 I ------J 1 1 I L -------J 1 1 F STANDARD WP CENTER OF ANCHOR HOLE MUST LIE M63 -T6 ALUM WITHIN THE DASHED WUNDARY. SEE TOPVIEW TABLES 2848 FOR THE ANG40R 0 C DISTANCE MAXIMUM ANCHOR HOLE OIWETER = ANCHOR DIAMETER • 1/17. 7r0' }y .125• �I 2.125 UCLID I 6063-76 ALUM. T- %SECTION 125 J 375 J7S MIN. 1 1 1 I 1 I I 1 I 1 I 1 1 I I 1 1 1 I I 1 3.25• I I I 1 I I I 1 1 I I I I I 1 1 I 1 1 1 1 --------� I 1- H 1 ---- OFFSET CLIP .125 L G 6053-T6 ALUM. TOPVIEW USE THIS SHEET FOR CLIPPED MULLIONS 2.000' 2X5 ANGLE CLIP 6063-76 ALUM xsEc7ION .I25' CENTER OF ANCHOR HOLE MUST LIE VMIN THE DASHED BOUNDARY. SEE TABLES 2848 FOR THE ANCHOR O.0 DISTANCE. UQUIUM ANGOR ROLE DIAMETER • ANCHOR DIAMETER • I116'. TABLE C Dimension Volvo (in) -1 F 2.250 1 - �--- MIN. H 1.600 JIS t 1938 126' X 335' x 6H' AtusrA m 1TIM Mason 0 0.600 H 1.435 f 2.625 125' X x 621' AWmlwn TIDI MId3N1 CENTEROF--'------ H 1.500 -----------i .371 ANCHOR HOLE 1 I MO I MUST UE WITHIN1 THE DASHED 1 1 I BOUNDARY SEE F TABLES 2" 1 I F FOR THE F ------ ANCHOR OC 1 1 DISTANCE. 1 1 MAX0AUM 1 I 1 ANCHOR LADLE 1 I DLAMETER • 1 I AHGNOR`---------------------' OUAMETER • 1116'. 2x5 ANGLE WP U•CUP 6063 -TO ALUM. 6063-T6 ALUM. TOFVIEW TOPVtEW TABLE C Dimension Volvo (in) Fm Mulmon: F 2.250 1.251 X 3.25' x .107 A1unkun TIM Utmon 0 0.750 H 1.600 F 1938 126' X 335' x 6H' AtusrA m 1TIM Mason 0 0.600 H 1.435 f 2.625 125' X x 621' AWmlwn TIDI MId3N1 O 1.123 H 1.500 TABLE D Mull Dllmmbn (d—I 6) Mullion POT ►N I 61d. Clip OIMt Gl IIGIp AnpN CUp 1.25 X325' x.107 (S) 201M 8661127Y ON1126M SIM !2! 666511SM 1.25' X325 X.024'(0) 20161 6661126M 66M1125M 666Z111M 666S1t6M 1.25' X3.91' X CC (7) 20162 6661117M 666117x11 666211Y 1 6M517Y