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Home My WebLink About314 E 18 St (2)CITY OF SANFORD VED BUILDING & FIRE PREVENTION AUG b 2016 PERMIT APPLICATION D j /- Y. Application No: Documented Construction Value: $ 3. -2 21 storic DiJobAddress: % / S% %,,c S/9iylo,,i? f9G Historic Yes No Parcel ID: 6-/9-30 --Sod- Ufeo—O caS"o Residential R"Commercial Type of Work: New Addition Alteration Repair Demo Change,, of Usse Move Description of Work: (1), Plan Review Contact Person: Phone: y o-7.3 qq , 5 70 Fax: Title: \ Email: Property Owner Information Name // Phone: Street: -3/V- /Y .'7,-e_, "T Resident of property? : /VD City, State Zip: Contractor Information Name < '' 0 C%'rz&L0 w CCS t'C Phone: -40`7 '3419--ti901 Street: i12 1 .2L9 Fax: City, State Zip: 0 V 1 0.0 0 , 'X State License No.: C_ Q 14,S6,Y Arch itect/Engineer Information Name: / 1'n le h Phone: 1:? ' 2 '- — ? 3 Street: 40 9-- Fax: City, St, Zip:t0/,N-.,.- S •- rG Z E-mail: Bonding Company: Address: MortgageLender:- Address: ; . C • l/ 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 BEFORETHE 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 10 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 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51' Edition (2014) Florida Building Code Revised: June 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. Acceptanceof permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. 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 ate and that all work will be done in compliance with all applicable laws regulating constructio a zoni g. 2116///. le_ Signature Owner/Ag Date ature of ntractor/Agent Date Clil/,in/,6,ff l f/19.r//Gff .100 Print /Agent's Name Print Contractor/Agent's Name ign u e o otary-State of Florida Date i ure of Notary -State of Flori a Date a'Sb7a.^s?i&.T'rmvS:"'. vr,rc-^rrs rsS%uxattn M KIMSERLY JONES ;g M'i4c: JOANN M. JOHNSON r`• Biota y Public, State of Florida MY COMMISSION i FF 956284 Commiasionft FF 90065€ EXPIRES: March 23, 2020 R y,r r my ti, rc ar A ?0 9 Ak, Bonded Thru Notary Public Underwriters OwnerfA—&fi ism" "peisonally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID 4' 1 u on,%A.,l. e1 Produced ID 1/ Type of ID F1-bl/- 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 So( APPROVALS: ZONING: 4;&'q - 1(—Z7TILITIES: ENGINEERING: COMMENTS: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 5F 4''"1-16 Revised: June 30, 2015 Permit Application Blanton, Deborah From: GenevaConst@aol.com Sent: Tuesday, September 13, 2016 4:48 PM To: Blanton, Deborah Cc: Cole, Monica Subject: Case # 16-000796 Hi Debbie, Please seethe code enforcement case number referenced above. It all has to do with the same address as permit #16- 2218. The gentlemen hung 12 sheets of drywall in his living room. He removed the old & put up the new, textured it & painted it and did not get a permit for it. Can we add 12 sheets of drywall to that permit? I told him he would have to remove the drywall he just installed & finished, we would have to install new drywall so we could get the proper screw inspection. Please let me know if this will be the remedy to get all his code enforcement issues fixed at one time. (I was unaware of the drywall until today) Stephen P. Smith Geneva Construction, Inc. PO Box 621858; Oviedo, FL 32762 407-349-5904 (office) 407-349-0888 (fax) 407-927-7781 (cell) www.genevaconstruction.com SCPA Parcel View: 36-19-30-509-OF00-0050 Property Record Card C Parcel: 36-19-30-509-OF00-0050 Owner: BHIMSINGH NARINESINGH IDeA St-Mr+47t.,:+Ctxwlw'K Ar'e++ Property Address: 314 E 18TH ST SANFORD, FL 32771 Parcel Information Value Summary Parcel 36-19-30-509-OF00-0050 Owner Property Address BHIMSINGH NARINESINGH 314 E 18TH ST SANFORD, FL 32771 Mailing 314 E 18TH ST SANFORD, FL 32771-3807 Subdivision Name MARKHAM PARK HEIGHTS Tax District S1-SANFORD DOR Use Code 01 -SINGLE FAMILY Exemptions 36,462 Page 1 of 2 Tax Amount without SOH: $929.59 2015 Tax Bill Amount $929.59 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description I LOT 5 BILK F MARKHAM PARK HEIGHTS PB 1 PG 78 Taxes Taxing Authority 2016 Working 2015 Certified Taxable Value Values Values Valuation Method 1 Cost/Market Cost/Market Number of Buildings 1 Depreciated Bldg Value 36,462 32,057 Depreciated EXFT Value 1,200 1,200 Land Value (Market) — 12,420 12,420 Land Value Ag 50,082 _ 50,082 0 0 50,082 50,082 County Bonds I Just/Market Value *" 50,082 45,677 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj 0 0 P&G Adj 0 0 Assessed Value 50,082 45,677 Tax Amount without SOH: $929.59 2015 Tax Bill Amount $929.59 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description I LOT 5 BILK F MARKHAM PARK HEIGHTS PB 1 PG 78 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund Is Bed/Bath count incorrect? Click Here. 50,082 ( 0 i 50,082 Description Year Built Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value I Repl Value Schools 50,082 0 , 50,082 City Sanford SJWM(Saint Johns Water Management) 50,082 _ 50,082 0 0 50,082 50,082 County Bonds I 50,082 0 50,082 Sales Description Date Book Page Amount Qualified VaGlmp WARRANTY DEED 1/1/2006 06079 1325 $110,000 Yes Improved find Gompaial la files Land Method Frontage DepthUnits Units Price Land Value FRONT FOOT &DEPTH i 90.00 87.00 0 $230.00 $12,420 Building Information Is Bed/Bath count incorrect? Click Here. Description Year Built Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value I Repl Value Appendages Actual/Effective 1 SINGLE 1923/1950 31 2 ' 1.0 1,008 1,334 ; 1,008 SIDING $36,462 $72,923 j Description Area FAMILY GRADE 3 SCREEN PORCH 96.00 j 3t FINISHED http://parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=3619305090F000050 8/8/2016 Revision Response to Comments [' City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152AUG'' Email: building@sanfordfl.gov i Permit # _ '407 i Submittal Date Project Address: 3 (4 3 f - Contact: S Ph: Email: e 0c)- e 0 n S 1/20/. COQ Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Fax: General description of revision. ROUTING INFORMATION Approvals t' Q -7 -1 G Department Utilities Waste Water Planning Engineering Fire Prevention Building Fax: General description of revision. ROUTING INFORMATION Approvals t' Q -7 -1 G CITY OF SANFORD gUILDING.AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD,, FLORIDA 32772 PHONE: 407.688.5150 FAx: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 16-2218 Date: August 22, 2016 Contact Person: Contact Fax Number: Contact E-mail Address: Kenevaconst(&aol.com Project Description; Window/Door Job Address: 314 E 18th St The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental information as requested. Provide two copies of affected plan sheets and/or supplemental information as requested Permit submittals will not be accepted without two copies. COMMENTS: 1. Please provide two (2) copies of Florida Product Approval and corresponding installation instructions for the Door that will be installed. FBC 107 2. Please provide two (2) copies of Florida Product Approval and corresponding installation instructions for the Window Mullions. FBC 107 3. Please provide two (2) copies of complete installation instructions for the windows. The installation instructions provided only include the 1St sheet, with manufacturer spec sheets (which are not acceptable). Installation instructions are printed from the applicable Florida Product Approval. FBC 107 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Respectfully, Steve Fiorey Residential Plans Examiner BJ g''(' y ... r Tlorida Building Code Online Page 1 of 1 BCIS Home Log In j User Registration ! Hot Topic j Submit Surcharge Stats & Fads Publications j FBC Staff BCIS Site Map ; Links Search j IMa oa ProduSct Approval 7 UER: Public User j- r Product Approval Menu > Product or AopBcation Search > Application List Y Search Criteria Refine Search Code Version 2014 FL# 12769 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL CaarrM RocnlFa _ Annl:rat:n.. FL# Type Manufacturer Yalidated By Status FL12769- Revision IELD-WEN National Accreditation & Management Approved R6 Category: Exterior Doors Institute History Subcategory: Swinging Exterior Door 804) 684-5124 Assemblies rr r .,... —-- _ a ,ou— uy a - I.W., u,e '_'y. Contact lis :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850487-1824 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 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 i, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official "ommunication 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 addresswhich 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: riI wt ON,drax https://floridabuilding.org/pr/P _app_lst.aspx U 16-2218 1, AU,,) : L 8/23/2016 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 Dania Beach, FL 33004 j A Perfect Soluiian in Every Drop 954.399.8478 PEI Certificate of Authorization: 29578 954.744.4738 FX con;t:act:@buildiingdrops.com Product Evaluation Report of JELD-WEN, inc.. Contours Pre 'u.m Steell Wood Edge Full. Lite Inswing Door fo'r Florida. Product Approval Report No. 3791 Current Florida Building Code Method: 1 A (Certification) Category:. Exterior Door Assembly Sub: — Category: Swinging; Exterior Door Assemb lies Product: Contours Premium Steel Wood Edge F, 411, Lite Nott ImpactIns-arrg Door Material: Wood[24 Ga. Steet Product Dimensions: -12'-O"x 6'-&" awimum) Prepared For,: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, 012.97601 Prepared. by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 06/1.00/15 Contents: Evaluation Report Pages i - 5 Digitally signed by Hermes F'No rero, P.E. Reason: I am approving this document Date: 2015.06.12 1 o9:00 -047OW svvstth r li nrFi rf7irEO, oo ifs 7,; _ He:rrrt' . {orero, P.E. Florida No. 73778 QUI DING DROPS A Perfect Solution in Every' Drop J Certificate of Authorization: 29578 Manufacturer,: IELD-WEN, inc., Product Category: Exterior Door Assembly Product Sub -Category. Swinging Exterior Door Assemblies Date: 06/10/15 Report. No: 3791. Compliance Method-, State Product Approval Method (11)(a) Product Mame: Contours Premium Steel Wood Edge Full Lite Non -Impact Inswing Door Non -Impact) 1.2"-0" x 6._$,r Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL. ## 73778) for JELD-WEN inc. based on Method is of the State of Florida Product Approval, Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not: have nor, will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions A008730, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the "Nigh Velocity Hurricane Zone (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing: A0,08730 require further engineering analysis by a licensed engineer or registered architect. 5. See. Installation Instructions A008730 for size and design pressure limitations. Hermes F. Norero, P.E:. Florida No. 73778 Page 2 of 5 BUILDINGDROPSI A Perfect Solution in Every Drop Elate: 06/10/15 Report 379No: o:379 1 Certificate of Authorization: 29578 Certification Agency: The manufacturer has demonstrated compliance of manufacturing products under a quality assurance program audited by an approved quality assurance entity, through National Accreditation & Management lInstitute,, Inc. (FICC Organization #QUA1.789) Performance Standards: The product described herein has been tested per:. a TAS 202-94 a ASTM E: 330-02 i ASTM E 283-04 ASTM E 331-00 Referenced Data: Reports to qualify use of 25 Ga. Steel bottom rail: 1. Product: Testing performed by National Certified Testing Laboratory, Inc. FBC Organization ## TST1589) Report #i: NUL-11.0-11987-1, Report Date: 04/06/2009 2_ Product Testing performed by National Unified Testing Laboratory, Inc.. FBC Organization ## TST1.589) Report #: N;CTL-11.0-11988-1, Report Date: 04/06/2009 Reports to qualify use of 1.6W x 1"' wood bottom rail: 3. Product Testing performed by Certified Testing Laboratories, Inc., FBC Organization # TST1577) Report #: CTLA7'18W', Report Date: 11/1.8/2001. The use of either the 25 Ga.. Steel or wood bottom rai[ is permitted for use with. steel door at the design pressures listed herein. 4.. Certification Agency National Accreditation: & Management Institute, Inc. FBC Organization #QUA1789) 5.. Component Material Testing of Dylite Expandable Polystyrene by Intertek Testing Services NA, Inc. ASTM E84-08 Report#: 31.13726SAT--001 R1. Report Date: 03/13/2009 Hermes F. Torero, P.E.. Florida No. 73778 Page 3 of 5 UIiLDI NiG DRO S Vit. Perfect Solution in Every [Drop Certificate of Authorization: 29578 Equivalence of Test Standards: Date: 06/10/15 Report No: 3791. G. Component Material Testing of ODL HP Polypropylene (Spartech PP5330-C1.3 BASF HP -Pro) by Testing Evaluation Laboratories, tnc.. ASTM D 1929-96, ASTM D 2943-99, ASTM 635-03, ASTM 626-95 ASTM D 638-03 Report##: TEL 013110297-A,B,C,&D Repot, t: Date: 12101/201.0 Retort #. TEL 0131102.99-A,B,.CI&D Report: Date: 1210112010 carious test standard's have been evaluated for differences in test methodology, if any, between tested editions; of the test standards listed below and those editions referencedin the: current Florida Building Code. 1eld-Wen, Inc. has tested their products to the fallowing test standard edition(s): 1) AST, M D635-03 2) ASTM D1929-96 3) AST, M E84-08 4) ASTM 626-95 Chapter 35 of the current: Florida Building Code references the following editions of the above mentioned test standards: 1) ASTM D635-06 2.) ASTM D192.9-96(00)ea1 3) ASTM E84-09 4) ASTM G155 -05a After review of the above mentioned referenced standards and editions, it has been found that no significant technical changes have been made to the test standards that would affect the results. All referenced standards have been foundi to be equivalent. All' materials test results meet minimum requirements of the current FBC including HVHZ provisions.. Hermes F. Norero, P.E.. Florida No. 73778 Page 4 of 5 BUILDING DROPS// A Perfect Solution in Every Drop Date: €}6/`10/15 Report No: 3791 Certificate of Authorization: 24578 Installation: 2. Approved anchor types and substrates areas follows: Through Frame Installation: A. For 2x wood buck. substrate, use #10 41f6'ood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1..50" into the wood substrate_ B. For concrete or masonry substrate where one by (1x), non-structural, wood bucking is employed, use: 3/2.6" diameter, ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry.. G. For, concrete or masonry substrate where wood bucking is NOT employed" use 3,/26"' diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (AGO8730) for anchor spacing and more details of the installation requirements. Design Pressure: Using Surface Bolts: DesignPressure Positive 66 PSF Negative 66 PSF M ithout using Surface Bolts: Design Pressure Positive 55 PSF Negative 55 PSF Installation Methods: Refer to Installation Instructions (A008730) for installation methods, anchor locations, and more details of the installation requirements.. Hermes F. Norero, P.E. Florida No. 73778 Page 5 of 5 JELD-WEN DOOR INSTALL_A.TION DETAILS CONTOURS PREMIUM STEEL WOOD EDGE FULL LITE NONIMPACT INSWING UP TO 12'-O" X 6'-8" GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE (I.B.C.) & INTERNATIONAL RESIDENTIAL CODE (I.R.C.) AND THE CURRENT FLORIDA BUILDING CODES (FBC), INCLUDING HVHZ AND HAS BEEN. EVALUATED IN ACCORDANCE T. 0 TAS 202-94, ASTM E330-02, E283-04, E331-00 AND AAMA 1304-02. NOTE: OOL SMART FRAME IS HVHZ EXEMPT AND ONLY RATED FOR WINDZONE 3. 2. 1X AND 2X WOOD BUCKS BY OTHERS AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. BUCK MATERIAL MUST HAVE A SPECIFIC GRAVITY OF 0.55 OR GREATER. 3. CONCRETE OR MASONRY MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE, CONCRETE MATERIAL SHALL HAVE A MINIMUM FG OF 3000pgi OR MASONRY/CMU SHALL CONFORM TO ASTM C90. 4. PRODUCT ANCHOR TYPES AND SPACING ARE SHOWN ON SHEETS 0 & 7. DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYS FROM. EDGE OF UNIT FRAME. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 5. THIS DOCUMENT SUPERCEDES OTHER ANCHOR INSTALLATION INSTRUCTIONS FOR NON -IMPACT RATED DOORS. FOR OTHER IMPORTANT INSTALLATION INSTRUCTIONS, REFER TO JELD-WEN DOCUMENT #J11100 (INSTALLATION INSTRUCTIONS FOR PRE -HUNG ENTRY DOORS) FOUND ON THE JELD-WEN WEBSITE. JELD•WEN..COMILEARN/RESOURCES/ INSTALLATION 8,, FINISMINGL — FLORIDA APPROVED SHUTTERS ARE NEEDED a WHEN IMPACT PROTECTION IS REQUIRED. o w g 7j. INTEGRAL MULL POSTS & DOUBLE -BACK JAMBS ARE INTERCHANGEABLE. SEE SHEET 3 FOR MULLING INSTRUCTIONS. 8. ALL FASTENERS IN WOOD SHALL BE COUNTERSUNK 3/16" DEEP. EXAMPLE: 3/16 --^I -- J 37 1/2" MAX. O.A. NONIMPACT LITE FRAME TYP SEE $MT. #3 WUj T 149" MAX.. FRAME ------ 111 1/2" MAX. FRAME 37 112" MAX. ` D.L.O. FRAME TYP. iHT. #3I t! 0 INACTIVE .). ACTIVE 4OUBLEBACKOMULLFASTJAM8 1LIL SURFACE BOLTS NOT -- 7 REQUIRED FOR APPLICATIONS 12 0 X 6-8 ELEVATIONREQUIRINGOP -55 OR LESS DOUBLE DOOR W/ FULL 3-0 SIDELITES (OXXO) L4l DESIGN PRESSURE RATING: SIZE QUALIFIES: FULL LITE NONIMPACT ACTIVE PANELS WITH OR W!0 SICELITES 9 MAX. PANEL WIDTH = 38 3/4" 8 8 TALL SYSTEMS: XX) (XXO) (0XXO) (X) (OX) (XO) (OXO) WITHOUT WITH SURFACE BOLTS: SURFACE BOLTS: SURFACE BOLTS AND OOL SMART FRAME rw NEGATIVE --- -------_-- x ITEM DESCRIPTION MATERIAL QTY. 1 NpN COMPRESSION SHIM 0.25" MAX. THK. WOOD AS REQ. 2 2x WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER) 2 3 0 WOOD AS REQ. 4 Zo STEEL AS REQ. 5 3/16" ITW TAPCON ANCHOR W/ 1 1/4" MIN. EMBEDMENT_ r a 9 X2 1/2" PHILLIPS FLATHEAD WOOD SCREW IA P 7 r STEEL AS REQ. 9 X 3/4" PHILLIPS FLATHEAD WOOD SCREW STE EL 22 OR 44 9 3-0 X 6. Poly propylene 1 OR 4 1 ELEVATION X) 11KWIK$ET SINGLE 0) WUj T 149" MAX.. FRAME ------ 111 1/2" MAX. FRAME 37 112" MAX. ` D.L.O. FRAME TYP. iHT. #3I t! 0 INACTIVE .). ACTIVE 4OUBLEBACKOMULLFASTJAM81LIL SURFACE BOLTS NOT -- 7 REQUIRED FOR APPLICATIONS 12 0 X 6-8 ELEVATIONREQUIRINGOP -55 OR LESS DOUBLE DOOR W/ FULL 3-0 SIDELITES (OXXO) L4l OVERHANGILENGTH NOTE: PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS i THIS REQUIREMENT, PRODUCT SHALL BE USED i WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (OH) RATIO = OH LENGTH + OH HEIGHT IS 1.0 W OVERHANG c0 RATIO 1 ---- 75" MAX. FRAME—^I 1-112112 112" MAX. FRAME -1 I-_ -112 1/2" MAX. FRAME 6-0 X 6-8 (OX) Digitally signed by Hermes F. Norero, P.E Reason: l am approving this document Date.- 2013,09,08 19:56:12 -04'00' 6-0 X 6-8 (XO) i-- DESIGN PRESSURE RATING: SIZE QUALIFIES: FULL LITE NONIMPACT ACTIVE PANELS WITH OR W!0 SICELITES 9 MAX. PANEL WIDTH = 38 3/4" 8 8 TALL SYSTEMS: XX) (XXO) (0XXO) (X) (OX) (XO) (OXO) WITHOUT WITH SURFACE BOLTS: SURFACE BOLTS: SURFACE BOLTS AND OOL SMART FRAME INSWING POSITIVE + 55 +6 6 60' NEGATIVE --- -------_-- COMPONENT LIS_ T ITEM DESCRIPTION MATERIAL QTY. 1 NpN COMPRESSION SHIM 0.25" MAX. THK. WOOD AS REQ. 2 2x WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER) WOOD AS REQ 3 1x WOOD SUB BUCK (S.G, MUST BE 0.55 O.R. GREATER) WOOD AS REQ. 4 10 WOOD INSTALLATION SCREW W/ 1 1/2" MIN. EMBEDMENT STEEL AS REQ. 5 3/16" ITW TAPCON ANCHOR W/ 1 1/4" MIN. EMBEDMENT_ STEEL AS REQ. 6 9 X2 1/2" PHILLIPS FLATHEAD WOOD SCREW STEEL 2 OR 4 7 8 X 2' PHILLIPS FLATHEAD WOOD SCREW STEEL AS REQ. 8 9 X 3/4" PHILLIPS FLATHEAD WOOD SCREW STE EL 22 OR 44 9 T O.A. IG NON IMPACT FRAME BY ODL Poly propylene 1 OR 4 10 KWIKSET LOCK SERIES 400 STEEL 1 11KWIK$ET DEADBOLT $ERIES 780 STEEL 1 12 1' O.A. IG NON -IMP. SMART FRAME BY ODL _ Pol ropylene 1 OR 4 13 3/4" O.A. IG NON -IMPACT VRNT UNIT BY OOL Polypropylene 1 OVERHANGILENGTH NOTE: PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS i THIS REQUIREMENT, PRODUCT SHALL BE USED i WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (OH) RATIO = OH LENGTH + OH HEIGHT IS 1.0 W OVERHANG c0 RATIO 1 ---- 75" MAX. FRAME—^I 1-112112 112" MAX. FRAME -1 I-_ -112 1/2" MAX. FRAME 6-0 X 6-8 (OX) Digitally signed by Hermes F. Norero, P.E Reason: l am approving this document Date.- 2013,09,08 19:56:12 -04'00' 6-0 X 6-8 (XO) i-- 74" MAX. FRAME 40 0 w uJ r9P, a ofMEL o TY a. A NIN80TIVE @.t ACTIVE 9 0 A y FIxEg F!X L+OI.YG. t 9-0 X 6-8 (0_X0_) 9-0 X 6-8 (OOX OR XOO) 1 1 1 111 1/2" MAX. FRAME --I 6-O X -6 -8 -(XX) SURFACENOT QU RED FOR AOPPLICATIONS rFREQUIRINGOP -55 OR LESS 9-0 X 6-8 OXX OR XXO) S F O u~j0 ° o n c O o q Y M r-1 0 ' V R r c X r\ c U- rn0 Ya l a g" O m LLI i1 oz E t 0' Dv — A 12%20/2012 Le. NONE er G.LUBBECKE 4_ 1K er S.SAFFELL A008730 578 she" 1 of 7 Z 195" MAX. FRAME._._. 891/2" MAX. FRAME _---- f -89 1/2" MAX. FRAME -_ 74" MAX. FRAME- D.L.O. FRAME TYP. _ 15 1/2" MAX. SHT. #3 FRAME TYP.~ W q 2 B x 0 Ju. fr sX 1 } FIXED I ACl'IV - B YFa FIXED 6 Lu IN TIVCB TIVE FIXED DOUBLE BACK 7- MULL POST -- ,AMl3 MULL SURFACE BOLTS NOT - REQUIRED FOR APPLICATIONS _ REQUIRING DP-55 OR LESS 8-4 X 6-8 ELEVATION 7-2 X 6-8 ELEVATION DOUBLE DOOR W! 1 2 SIDE ITES (OXXO) DOUBLE DOOR W/ 1-2 SIDELITES (.XXO OR O.XX) a ED0ED Co 0) N N 6 O co El ui rn 53" MAX. FRAME 15 1/2" MAX.. 0 FRAME TYP,Y NON IMPACT KITE 53" MAX. FRAME ---68 1/2" MAX. FRAME- - a nfn SEE SMT. l 3-- 15 1/2" MAX. 15 1l2" MAX. FRAME TYP. FRJAM@ TYP. 37 1/2" MAX. FRAME I m S2 d o N v 19 5/8" J f MAX. D.L.O. p Z O Oa0 J F- w r Q00 pwrw9 - IX D AO9IVB A IV % EDHJ ACTIVE I ED ACTIVq W 4-2_ X 6-8 ELEVATION 4-2 X 6-8 ELEVATION 5-4 X 6-8 ELEVATION 3_0 X 6-8 ELEVATION DOUBLE (OX) DOUBLE (XO) - TRIPLE (OXO) VENT LITE (X) N!_ 1 \'` .•••-•, ri q p 7 DATe; 12/29/2012 NONE -- T T.- DwD By; G.LUBBECKE o W ` CHK BY S,SAFFELL i EifCN a T 338 A008730 FBPE_ A11.29578 Sne®T 2 GP 7 Z 195" MAX. FRAME._._. f -89 1/2" MAX. FRAME -_ 15 1 /2" MAX. D.L.O. FRAME TYP. _ SHT. #3 W q 2 B 0 sX 1 } FIXED I ACl'IV - B YFa FIXED 6- #8 X 2" PFH SCREW AT EACH MULLION TYP. MAX. 4 UNITS EXAMPLE: OXXO, OXO, OX APPLY DAP ALEX PLUS SILICONE OR EQUIV. BETWEEN JAMBS BEFORE MULLING 61. MAX..X- t I— D.L.O. ODL V_O.A - O.A. NON -IMPACT - - I=2 X 6-8 SHOWN ODL 1" O.A. NON -IMPACT 3-0 X 6-8 SHOWN ODL 3/4" O.A. VENT LITE NON -IMPACT INTERIORSIDE 1/8!'TEMPERED INTERlqR GLASS GLASS SIDS INTERIOR /a'! TEMPERED — IDE T 1-1 1/2' GLASS 1" MAX. 4 qij" 1" MAX. SITE A 1 3/AIRSPACE 3/4" AIRSPACE 3/8" MIN. GLASS 3/8" MIN, GLASS 83/, BITE BITE 1 1/2" a DETAIL B3 DETAIL 53 13 ODL NON -IMPACT GLAZING DETAIL ODL SMART FRAME NON -IMPACT GLAZING DETAI.. – I DETAIL A3 FASTEN NER LOCATIONS AT Av p! DOUBLE BACK JAMB ATTACHMENT - t,D Al 3/4" O.A. 1/2" AIRGAP 1/61' TEMPERED EXTERIOR mr SIDE j)lEMlUjq& 1" MIN, 1/2" MIN. EMB. X 114' MAX- SHIM SEE NOTE #7 ON SHEET 1 6 X 3" PFH FOR STRIKE PLATE EXTERIOR INSWING OPERATING UNIT WIOPTIONALSURFACE BOLT VERTICAL CROSS SECTION HEAD JAMB 11/. "MI IM9ER, I- SHIM V MINSEE NOTE #7 ON SHEET 1 EXTERIOR INTERIOR 1" MIN,/'' Q FIXED UNIT 7HORIZONTALCROS SECTION INTERIOR INSWING SHOWN - 1" MIN. ..- --- 1— 1" 1 1/2" MIN, EMB. 1/4" MAX' SHIM SEE NOTE #7 EXTERIOR ON SHEET 1 INSWING OPERATING UNIT, VERTICAL CROSS SECTION HEAD JAMB 11/2 MIN. EMB. INTERIOR T- 1/41' MAX, SHIM SEE NOTE #7 ON SHEET I HINGE DETAIL: TOP = 6 SCREWS (ITEM #8),2 SCREWS (ITEM #6) CENTER = 8 SCREWS (ITEM #8) BOTTOM 8 SCREWS (ITEM #8) 41 C6 c-s INTERIOR OPTIONAL WOOD INSWING FIXED OR BOTTOM OPERATING UNIT RAIL VERTICAL CROSS SECTION ENOURA ZAIL4566 4 x2) EXTERIOR' I INTERIOI 1 1/2" MIN. EMBED. INTERIOR INSWING FIXED UNIT VERTICAL CROSS SECTION HEAD JAMB 8 X 3P'PFH FOR STRIKE PLATE V- MIN V MIN I- - TI' A1" MIN INSWATING UN11DvMIN- C BOIEX -ER ---R NOTES: FOR PLACEMENT OF ITW TAPCON ANCHORS IN NS Enb 2X BUCK OR IX BUCK CONCRETE/MASONRY OPENINGS, SEE SHEET 5 Vt MIN, OPTIONALLY, ANCHOR CAN BE PLACED INVMIN, SEE NOTE #7 NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGES 1/4' ON SHEET 1 1/4" MAX. DISTANCE ARE ACHIEVED. MAX. Z. SHIM -1 ?" SHIM ITEM #6, (09X 21/2") TWO SCREWS TO BE1112"MIN: 1 1/2" MIN, EMBED. E INSTALLED IN TOP HINGE AT JOB SITE, loMBED. CLOSEST TO WEATHERSTRIP. INSWING LATCH JAMB AT FRAME INSWING HINGE JAMB AT FRAME F -IT HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION AT SILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR AXIMUM SUPPORT. FBPE-• 29! EL 1 2 3 4 5_ } 149" MAX. O.A. FRAME 6" TYP. - 6" TYP. Fi T, D 7 D7 I 123\ / i__ I 1 A6 B7 A6 4 s NOTE: W F SHIM FOR SUPPORT AT < 0 xORNEAREACHANCHORLL x x IS REQUIRED X I Q F 2E 1 I 1 1 U f E7 IE7 1 71-17 12-0 X 6-8 INSWING 60) ANCHOR LOCATIONS FROM EDGE OF FRAME) a 105" MAX. O.A. FRAME-- 3" TYP. O3" TYP. I clO i D71 ID7 I f C7 B7 C 0 I I aX 1 0 E!I E7I LL 75" MAX FRAME ~ 112 1/2" MAX FRAME a io I 6" TYP. _ 6" TYP.- a I-.-6" TYP. 6" TYP. ><< I I o _ -'o zI Z Lu LL X 0 _ 9-0 X 6-8 INSWING 46) ANCHOR LOCATIONS FROM EDGE OF FRAME) I A6 1 j X I I I I I I I 0 I I I 32) ANCHOR LOCATIONS FROM EDGE OF FRAME) r - d co 8-4 X 6-8 INSWING 44) ANCHOR LOCATIONS FROM EDGE OF FRAME) 9' TYP.---9" TYP.— 6" TYP. — 6" TYP. W TYP 3" P. 1 X 4 5 ' DETAIL A6 12) ANCHOR LOCATIONS AT MUL POST OR DOUBLE -BACK JAMBS 3-0 SIDELI AS ONLY) ES F. Np F. L.i- 4o $ igul; OL96Z-'oA1A1hV A6`Utnp_d821 oagoov 'RW4", -Vdo, mviracts No eWvr OV -414 -40 NQUAS SS081 (8000 310NIS b0A (13Sn ION) '180ddnS v4niNixvvq 8oA IVIU31W4 98VO TAS NI bOHONV a0vid,11is iV<M o TIVISNI 31_MC)FV507A_9RoGvw DNIMVWQ Oct a . WN01-1-do A18ISHaHlVaM 011S98010 ' 3115 eor im 3ol\!IH dOl NI CYPIVigNi 313 01 SM3808 OMI CZA Z X GWO# W311<11 0-1 0.9 8 Ma L 00 Nlw Z4 1, SU3HIOkG Ab- VIN/51380NOD '03A31HOV BHV 30NVII310 BOGS ONV IWINC1381149MIN v wvmm sv oNoi sv ev4vr w QV2H JO N0110 19 MOiNVN N1 093VId 19 NVO 101-1314V'AIIVNOUdO 98IONxvvy »04 NON alyn A z1odu/n LN NiW »i Notl-:)-!S 990801bIN02180H N011024S 990SO IVINOZ180H gwva=l 1v awwr HxV1 ONIMSM 3wvu-4.L-v iJwvr.99N1H ONIMSM NlW,3 OSBWB Quevys — — NA ,,4 I- 1, 195HS NO V41HO0Xvvv14SION3as- J rn 0 UNA L AS149 NO NIW »6 N011035& -G080 1VIN6218014 0 SAN ga —S, IT! Nlvq, 0 y hi 6 k Co2 xvw V41HS 4 801 1x4 Co , Niviz1, ISHHS NO 'NIVY »1, CaMs NIW r4 AA LO V4211335 zo h UWA WvqhA 4 IT D.NIVY 4 4 N1104,3 NMOHS ONIMSM M VOW NI WMNOG 996W) 1VIN021801491 4 9H6 NO 11Nn agni 1# 310N 336 N0.3000O0 (84 NBI)ISM9808 9 V401-10181 o vqe# 91l) 9 NlVq .J NiW iN30 8 Ca (9# W311) 8M3a0S i '(go W311)sm3ws 9 doi U011 3aa N. 11V190 99NIH 99901IVz- VSnCN-q I 9990!WZ V21nCN9 'Nil 4 N01109S S9080 1V511213A N011339 GS0_ UD W31183A ItNtl vN11Vd3d0 11Nn 9N11WdM3d0ONIMS9WVt QV.9H 083 _01183-A UOMINI8003XWONIMISINTNiNNiN1109TVNojIdo /M31v1daAluis 01010 To—1803 JOA Hdd.0 X 9# 11Nn 9N11VV3d0 VNIMSM V,10 L,O8 COOM 1VNO1Id0 G3WVr 0V314 ewvr Cjv_4H N011.139 SS080 IVNIUMmonexp 'NIVY ,,v4 1, i55HS NO N0110jg S9680 WDUNjA N011 -5.9S 9908:) W511819A 91VId SAMIS 11Nn ON11VU,:dO N1[ LO SION 3 19 11Nn 03KId ONIMSM 80J H1d 11Nn E)N11WN3d0 ONIMSM 1, IE18HS NO 13;11 x 9# = 018BIX3 WIHC11V81189HSNO46'NO LN 310N MG TO 17 F1 N-1 11401108 90-11HINI 8018 1 a L# 310N 336 ILI 0 BION 339XtlWUol 9 9!J _1 A, OOOM WiHS W! H9V4lH9 -IVNOi.LdO XvvqXvvy h 1, Mto 80H10 AG MAOSM J- C3GVU e91980NO0 'NIA7 V, 039W9 r7%> NIVC3 S881-11.0 Af3-/ NIVC3—!'NIWJNlw3 AlJNOSVWG13U0NO3 s82 IOAG683110A9_ 74" MAX. O.AFRAME " 37 11/211 MAX. O.A. FRAME - - - . 6, 111 1/2MAX. O.A. FRAME 6!! TYP- 6"TYR-1 6" TYP. TYP. TYR I lilt Ili D - 7 Q7 D7 D71 L w I I I I I I I L B A.6 n LL x x x NOTE Tj Z'Y) SHIM FOR SUPPORT AT coORNEAREACHANCHORcoI - I i I i I IS REQUIRED cU 0 E7CJ F - SF 1 —7 E7 NtiT 3-0 X 6-8 INSWING 15 ANCHOR LOCATIONS 96-0 X 6-8 INSWING 4 s9-0 X 6-8 INSWING SIDELITE /ACTIVE PANEL -NEL (FROM EDGE OF FRAME) (32) ANCHOR LOCATIONS (FROM EDGE OF FRAME) (46) ANCHOR LOCATIONS (FROM EDGE- OF FRAME) 151/21, EP MAX. O.A.— 1 7 53" MAX. O.A. FRAME FRAME x X 3'TYP.6" TYP. 3" TYP.- - T -_PE7E71 0 7-2 X 6-8 INSWING 38) ANCHOR LOCATIONS FROM EDGE OF FRAME) Lu 7 LL 0 0 4 0 60 1. Slum -LITE 14) ANCHOR LOCATIONS FROM EDGE OF FRAME) 9„ TYP. —O"Typ,— 6' TYP. — 6" TYP TYP- 6$ 1/2" MAX, O.A. FRAME l -+-3" TYP. i 4=2 X &B INSWING 54 X 6-8 INSWING 24) ANCHOR LOCATIONS, (30) ANCHOR LOCATIONS FROM EDGE OF FRAME):: TYP. 6"(FROM EDGE OF FRAME) 3" TYP. 3"Typ.—1 T a. 0 89 1/2" MAX. O.A. FRAME 3" TYP- 6—T I I Fl. SCREW In # 8 X 3" PFI -1 0 T T BOTTOM SHOOT— rl C -r A I 11-j1 00 INSERT PLUG 12) ANCHOR LOCATIONS DETAIL C7 ( DO 1- TOP ASTRAGAL AT ASTRAGAL ( 6) ANCHOR LOCATIONS AT MULL DOUBLE- BACKIETAII - L - D7 STRIKE PLATE POST OR QOUBLBACK JAWS HEADER STRIKE PLATE 1.-2 SIDEUTES ONLY) AT ASTRAGAL DETAIL E7 SILL PLUG INSERT AT ASTRAGAL EP 1 7 B7 0 x X T T -_PE7 E71 0 7-2 X 6-8 INSWING 38) ANCHOR LOCATIONS FROM EDGE OF FRAME) SCREW In # 8 X 3" PFI -1 0 T T BOTTOM SHOOT— rl C -r A I 11-j1 00 INSERT PLUG 12) ANCHOR LOCATIONS DETAIL C7 ( DO 1- TOP ASTRAGAL AT ASTRAGAL ( 6) ANCHOR LOCATIONS AT MULL DOUBLE- BACKIETAII - L - D7 STRIKE PLATE POST OR QOUBLBACK JAWS HEADER STRIKE PLATE 1.-2 SIDEUTES ONLY) AT ASTRAGAL DETAIL E7 SILL PLUG INSERT AT ASTRAGAL IA A s NOTICE OF PRODUCT LINE CERTIFICATIONO Certification No.: Date: Revision Date: Certification Program: Company: Code: NI009887-R4 Page 1 05/17/2009 05/19/2015 Structural Jeld-Wen J-104-3 The "Notice of Product Line Certification" is valid only when Administrator's Seal is applied to the upper left hand portion of this form and a certification label is applied to the product. This certification seal represents product conformity to the applicable specification and that all certification criteria have been satisfied. The products and systems listed below are approved for listing in the Directory of Certified Products at www.NAMICertification.com. Please review, and advise NAMI immediately, if data, as shown requires corrections. Company: Jeld-Wen Doors 3737 Lakesport Boulevard Klamath Falls, OR 97601 Product Line: Jeld-Wen's Contours/Energy Saver Glazed Wood Edge Steel Entry Doors w/Glazed Sidelites Test Report: NCTL-110-11987-1, NCTL-110-11988-1 & SJW2009-200 Section I: General Description of the Products and Systems under this Certification 1.1 Frame: The frame jambs consist of wood with all corners coped and butted. The head/jamb corners were fastened with three (4) 16 ga 7/16" crown x 2" long staples per corner. The threshold was attached to the side J ambs with three.(3) 16 ga 7/16" x 2" long wire staples and (2) #8 2-1/2" long screws at each end. 1.2 Door Panel/Sidelite Construction: Each door panel was constructed from two (2) face sheets of 24 gauge (0.021" minimum) galvanized steel and an internal expanded polystyrene foam core. 1.3 Sidelite Glazing: The overall insulated glass unit was comprised of two 2)1/8" sheets of clear tempered glass. National Accreditation & Management Institute, Inc. 4794 George Washington Memorial Highway, Hayes, VA 23072 TEL(804) 684-5124 FAX(804) 684-5122 Certification No.: NI009887-R4 Page 2 Section 2: Registered Suppliers 2.1 Door Lites: ODL 2.2 Astragal: Endura Ultimate Hurricane 2.3 Sills Endura ZOBL4566/Endura FOB4566A Section 3: Additional Supportive Test or Acceptance Data provided with Certification Documentation included: 3.1 Surface Burning Characteristics of Building Materials, ASTM E84-08, Dylite Expandable Polystyrene; Intertek Report Number 3113726SAT-001 Rev.1. 3.2 Standard Test Methods for Tension Testing of Metallic Materials, ASTM E8-08, Steel Door Skins, ETC Laboratories, Report.No. ETC -08-056-21686.0. 3.3 Product Evaluation Report #2948 prepared by Alexis Spyrou, P.E., Texas Professional Engineer # 102957, Dated 07/14/2014. See additional Pages of Certification for Certified Product Line Matrix(s) and Installation Details. If you have any questions regarding this certification, please contact NAMI at (804) 684-5124. National Accreditation & Management Institute, Inc. 4794 George Washington MemorialHighrvay, Hayes, VA 23072 TEL (804) 684-5324 FAX (804) 684-5122 a Sp'CER71F/Cq Q`' j N cc 1 FlED NOTICE OF PRODUCT CERTIFICATION Company: JELD-WEN Doors Certification No.: NI009887-114 Page 3 3737 Lakesport Boulevard Certification Date: 05/17/2009 Klamath Falls, OR 97601 Expiration Date: 03/31/2020 Revision Date: 05/19/2015 Product: Jeld-Wen's Contour/Energy Saver Glazed Wood Edge Steel Door w/ or w/o Glazed Side- Lites (w/Wood Frame unless noted) Specification: ASTM E283 -04/E330 -02/E331-00 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification, label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www. Namicertification.com. NAMI's Certification Pro ram is accredited by The American National Standards Institute (ANSI). National Accreditation & Management Institute, inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: Inswing Glazed Design Missile Test Report Number Configuration or or. Maximum Pressure Impact Drawing Number & Outswing Opaque Size Pos/Neg Rated Comments X I/S or O/S Glazed 3'2" x 6'10" 55/-55 No NCTL-110-11987-1/110-11988-1/SJW2009-200/PER2948/W-1694 Single Max Panel Size: 3'0" x 677Daylight Opening: 1'9" x 5'3" w/o Surface Bolts Installation Details: A008730/A008731/AO11294 X I/S or O/S Glazed 3'2" x 6'10" 66/-66 No NCTL-I 10-11987-1/110-11988-1/SJW2009-200/PER2948/W-1694 Single Max Panel Size: 3'0" x 67'/Daylight Opening: 1'9•' x 5'3" w/Surface Bolts Installation Details: A008730/A00873I/AO 11294 OX/XO I/S or O/S Glazed 6'3" x 6'10" 55/-55 NO NCTL-110-11987-1/110-11988-1/SJW2009-200/PER2948/W-1694 Single w/Sidelite Max Panel Size: 3'0" x 67"/Daylight Opening: 1'9" x 5'3" w/o Surface Bolts Installation Details: A008730/A008731/AOl 1294 OX/XO I/S or O/S Glazed 6'3" x 6'10" 66/-66 No NCTL-110-11987-1/110-11988-1/SJW2009-200/PER2948/W-1694 Single w/Sidelite Max Panel Size: 3'0" x 67"/Daylight Opening: 1'9" x 5'3" w/Surface Bolts Installation Details: A008730/A008731/AO11294 OXO I/S or O/S Glazed 9'4" x 6'10" 55/-55 No NCTL-I10-11987-1/110-11988-1/SJW2009-200/PER2948/W-1694 Single w/Sidelite Max Panel Size: 3'0" x 67"/Daylight Opening: 1'9" x 5'3" w/o Surface Bolts Installation Details: A008730/A008731/AO11294 OXO I/S or O/S Glazed 9'4" x 6'10" 66/-66 NO NCTL-110-11987-1/110-11988-1/SJW2009-200/PER2948/W-1694 Single w/Sidelite Max Panel Size: 3'0"x 6'7 "/Daylight Opening: 1'9" x 5'3" w/Surface Bolts Installation Details: A008730/A008731/AOI 1294 National Accreditation & Management Institute, inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: CERI'IF/ ` Act: qE•, Q't' A yT x ED PRS NOTICE OF PRODUCT CERTIFICATION Company: JELD-WEN Doors Certification No.: N1009887-114 Page 4 3737 Lakesport Boulevard Certification Date: 05/17/2009 Klamath Falls, OR 97601 Expiration Date: 03/31/2020 Revision Date: 05/19/2015 Product: Jeld-Wen's Contour/Energy Saver Glazed Wood Edge Steel Door w/ or w/o Glazed Side- Lites (w/Wood Frame unless noted) Specification: ASTM E283 -04/E330 -02/E331-00 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www. Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: Inswing Glazed . Design Missile Test Report Number Configuration or or Maximum Pressure Impactp Drawing Number Outswin2 Opaque Size Pos/Neg Rated Comments XX I/S or O/S Glazed 6'2" x 6'10" 55/-55 No NCTL-I10-11987-t/110-11988-1/SJW2009-200/PER2948/W-1694 Double Max Panel Size: 3'0" x 6'T'/Daylight Opening: l'9" x 5'3" w/o Surface Bolts Installation Details: A008730/A008731/AO11294 XX I/S or O/S Glazed 6'2" x 6'10" 66/-66 No NCTL-110-11987-1/I 10-11988-1/SJW2009-200/PFR2948/W-1694 Double Max Panel Size: 3'0" x 6'7"/Daylight Opening: I'9" x 5'3" w/Surface Bolts Installation Details: A008730/A008731/AOI 1294 XXO/OXX I/S or O/S Glazed 9'4" x 6'10" 55/-55 No NCTL-110-11987-t/110-11988-t%SJW20o9-200/PER2948/W-1694 Double w/Sidelite Max Panel Size: 3'0" x 6'7"/Daylight Opening: 1'9" x 5'3" w/o Surface Bolts Installation Details: A008730/A008731/AO11294 XXO/OXX I/S or O/S Glazed 9'4" x 6'10" 66/-66 No NCTL-110-11987-1/110-11988-1/SJW2009-200/PER2948/W-1694 Double w/Sidelite Max Panel Size: 3'0" x 67"/Daylight Opening: 1'9" x 5'3" w/Surface Bolts Installation Details: A008730/A008731/AO11294 OXXO I/S or O/S Glazed 12'5" x 6'10" 55/-55 No NCTL-110-11987-1/110-11988-IiSJW2009-200/PER2948/W-1694 Double w/Sidelites Max Panel Sizc: 3'0" x 6'T'/Daylight Opening: 1'9" x 5'3" w/o Surface Bolts Installation Details: A008730/A008731/AO11294 OXXO I/S or O/S Glazed 12'5" x 6'10" 66/-66 No NCTL-110-1 1987-t/110-11988-1/SJW2009-200/PER2948/W-1694 Double w/Sidelites Max Panel Size: 3'0" x 6'T'/Daylight Opening: I'9" x 5'3" w/Surface Bolts Installation Details: A008730/A008731/AO11294 National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: ORD COPY t pFPAR 90' fT 5 t 3 f+ pFPAR 5 t 3 f+ Florida Building Code Online Page 1 of 1 BCIS Home Log In ; User Registration Hot Topic j Submit Surcharge ! Stats & Facts Publications t FBC Staff ; BCIS Site Map y Links F Search j ProductApprovalh.USER: Public UserOr Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2014 FL# 14911 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL FL# Tvoe Manufacturer Validated By Status 1114911-R7 Revision Silverline Building Products Corp. Category: Windows Subcategory: Single Hung Ryan 1. King, P.E. 1 (813) 767-6555 Approved History Approvep Dy UCrK. Approvals Dy UnrK snau oe revieweu ano rauneouy uie r ang or me ..prmm-wn n necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Plane: 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 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 emails 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: IlRt"5J. WN 'idher4 m.®,..0 ecuril• J tET.IttC https://floridabuilding.org/pr/pr_app_lst.aspx 8/23/2016 Florida Building Code Online Page 1 of 1 BCIS Home (Log In I User Registration ! Hot Topics j. Submit Surcharge Stats & Facts i Publications I FBC Staff ,l BCIS Site Map 1 Links I 'Search j Product Approval n USER: Public User 1,?C':KYlIIFH'3'RS Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2014 FL# ALL Application Type ALL Product Manufacturer Andersen Corporation Category Windows Subcategory Mullions Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Annlicatinns FL# Tvoe Manufacturer Validated By Status FL15119-R3 Affirmation I Andersen Corporation Miami -Dade BCCO - VAL Approved History Category: Windows 786) 315-2590. Subcategory: Mullions FL15922-R3 Revision Andersen Corporation . Locke Bowden Approved History Category: Windows 334) 300-1800 Subcategory: Mullions FL17720 New Andersen Corporation Jesus Gonzalez, P.E. Approved Category: Windows 704) 827-1769 Subcategory: Mullions FL19971 New Andersen Corporation Locke Bowden Approved Category: Windows 334) 300-1800 Subcategory: Mullions Approvep Dy unra. Approvals oy uprre snap oe reviewea am rapnea Dy one nn. am/or me uommi ion n necessary. Contact Us :: 2601 Blair Stone Road. 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 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 emaits 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 theDepartment 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: Ciredit Card CllriT '1l E"S')2I C " https://floridabuilding.org/pr/pr_app_lst.aspx 8/23/2016 SilverLine" byAndersen WINDOWS•DOORB SERIES 2300 - MODEL 2301-2601 EXTRUDED VINYL SINGLE HUNG WINDOW w/ NAILING FIN NON -IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 2010 Horido Building Code FBC) structural requirements excluding the "High Velocity Hurricane Zone" IHVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. 4. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 55.25" MAX. OVERALL FIN WIDTH TABLE OF CONTENTS SHEET • DESCRIPTION 1 Typical elevations, desl n pressures d general notes 2 Horizontal 6 vertical cross sections 3 Horizontal b vertical cross sections 4 Buck & frame anchoring 5 Bill of materials, glazing detall d components 55.25" MAX. OVERALL FIN WIDTH 52.00" MAX. OVERALL FRAME WIDTH* GLASS pESIGN PRESSURE pSF); Priv PRAMS a.L.C? o PI/Yli:'NS ON., nrMEN310N DIMEN510N QSIiIIIB,; NBGAirVr`"'; 39.25" x 65.25" 36.00" x 62.00" 31.69" x 28.00" X 50.0 50.0 i 36.00" x 72.00" 31.69" x 33.00" 45,0 50.0 55.25" x 76.25" 52.W'x 73.00" 51.25' MAX. OVERALL FIN WIDTH 48.00" MAX. OVERALL FFRAME WIDTH o o ORIEL) OVERALL OVERALL MAI,, GLASS pESIGN PRESSURE pSF); Priv PRAMS a.L.C? NPEPI/Yli:'NS ON., nrMEN310N DIMEN510N QSIiIIIB,; NBGAirVr`"'; 39.25" x 65.25" 36.00" x 62.00" 31.69" x 28.00" GI 50.0 50.0 39.25"x 75.25' 36.00" x 72.00" 31.69" x 33.00" 45,0 50.0 55.25" x 76.25" 52.W'x 73.00" 47.69" x 33.50" 25.0 25.0 51.25" x 99.25 48.00" x 96.00" 43.69" x 28.00" (X) 20.0 20.0ORIEL) 43.69" X 62.00" (0) 51.25" x 87.25" 48.00" x 84.00" 43.69" x 39.00" 20.0 20.0 NOTE: MAX. OVERALL FRAME HEIGHT AND WIDTH OCCUR ON SEPARATE UNITS scxc N.T.S. DWO. er: KV c"K. 9Y: LF S FL -14911.14 EET _L DF 5 IF, G244 h 27 A n 23 25. 2 26 yypypy 1 a 22 9 EXTERIOR G1 INTERIOR NOTE: 1. LOCATE OPERATING SASH LOCKS 7.5" FROM EACH END OF THE ACTIVE SEE MEETING RAIL, FASTEN WITH (2) 48 x 3/4' t 1 NOTE 2 10 SEE z SELF TAPPING SCREWS. NOTE 1F 2. LOCATE SASH KEEPER 6.5' FROM EACH 17 END OF THE MEETING RAIL, FASTEN N WITH (2) N6 x3/4"SCREWS. 9 14 x 3. REINFORCEMENT IN LOWER SASH REQUIRED t4 ONLY FOR BOTH HEIGHT > 62" AND 2i 2D. P. > 25 PSF. 12 O „I 0. ? 3 g 4 27 18 0Z ib 24 25 15 SEE o NOTE 3 & Ln 26 17G1 20 19 7 INTERIOR 2 26 M W 25 o Z 23 9 < e + a<+ GATE: 1 0124 1 1 1-11CMIN'EXTERIOR o a + 27 SCALE: N, T. S. EMB. NP. 1 22 ° + <. M. BY; KV m CHH. BY: LFS 3 421 HORIZONTAL CROSS SECTION VERTICAL CROSS SECTION GNAWING NG.. FL— 1491 1.14 0 N SHEEP OF v i i X i I JI: I v 31 a 3 26 NOTE: EXTERIOR G1 INTERIOR 1. LOCATE OPERATING SASH LOCKS 7.5' FROM EACH END OF THE ACTIVE SEE MEETING RAIL FASTEN WITH (2) N8 x 3/4' 11 NOTE 2 SEE SELF TAPPING SCREWS. 17 10 NOTE 1 2. LOCATE SASH KEEPER 6.5" FROM EACHAd END OF THE MEETING RAIL, FASTEN ' WITH (2) H6 x 3/4" SCREWS. 14 3. REINFORCEMENT IN LOWER SASH REQUIRED 8 0 ONLY FOR BOTH HEIGHT> 6T AND D.P. > 25 PSF. _n 3 12 J 3 32 4 18 g 16 6 z t5 SEE o 26 17 NOTE 3 G1 20 19 7 INTERIOR O 26 y 32 ° a doz 31 9 DATE: 10 2a 11 EXTERIOR s.LE: N. S. 3 1 22 DWO. BY: KV m CNK. BY: 1.F9 ;• HORIZONTAL CROSS SECTION_ % 21 VERTICAL CROSS SECTION DRAWWO NO.: m 3 3 FL -14911.14 0 n SHEET -3 DF J 2X BUCK MASONRI OPENINC d" MAX. 41 ---.— j 2X BUC BUCK ANCHORING MASONRY FRAC MASONRY OPENING 2X FRAMING TO BE DESIGNED BY THE ENGINEER OR ARCHITECT n OF RECORD BASED ON WIND LOADS J2 0 AND THE CLADDING BEING USED, A 4" MAX. a $ N g O.C. (TYP.) 0 d TYP.) f CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the corners may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min, edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimensions are not exceeded. 3: Concrete anchor table: AN.0109 NCHOR MIN. ?: MIN• CREARANCE MIN. CVARANCE. TYPE SIZE EMBEDMENT TO MASONRY:.: TO ADJACENT EDGEt: ANCHOR ITW TAPCON® 2-1/2" R. ELCO ULTRACON® 1 /a" a" FRAME ANCHORING 2X BUCK FRAME ANCHORING 2X STUD c. BY: KV m K. BY: LFS ; AWING NO.: FL -14811.14 0 N eEr 4 or 5 THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". r -- 2.69" 0.055' 2.69" t— O 4 PV ILL 2.69" — L16 11r 111 o PVC IL w/ Flange (optional) 1/7 mm GI LAZIN Derau 5/8" OVERALL GLASS 1.16" 4 EXTRUDED PVC FETINGRAIL L r--"--— I.16" I 7 _ 0.0650.065" 5 i S EXTRUDED PVC TOP RAIL 3/37' ANNEALED AIR SPACE 3/37' ANNEALED 0. 6Ll n o.04' 0 12 K RAIL RelnforcemeN T il 0.046 1 LOCK MEETING RAIL U Re n orcement 0.065' 1 EXTRUDED PVC BOTTOM LIFT RAIL 0 0.82" 17T S EXTRUDED PVC OLAZING BEAD 60 L 0.79° 0 B FXTR p D PVC GLAZING BEADKeeper 0.79" —}- XTRUDE0 PVC GLAZING BEAD 36" —{ 74 0.067 n 15 LOWED SASN Ren Drcementt LD 7.0 65,0.065' DATE: 10/24/1 scx[: N.T.S. Dwo. BY: KV EXTRUDED PVC STILE 1cm. er: LF'S DRAWING NO.: FL -14911.14 M7 5 OF 5 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL 1 EXTRUDED PVC MAIN FRAME #52-2601 PVC 2 EXTRUDED PVC SILL #52-2603" PVC 3 EXTRUDED PVC GLAZING BEAD INTERLOCK #52-3557' PVC 4 EXTRUDED PVC MEETING RAIL #52-2907' PVC 5 EXTRUDED PVC TOP RAIL #52-2908' PVC 6 EXTRUDED PVC BOTTOM LIFT RAIL #52.2949' PVC 7 EXTRUDED PVC STILE" PVC 8 EXTRUDED PVC GLAZING BEAD KEEPER #52.2317" PVC 9 EXTRUDED PVC GLAZING BEAD VERT. & HORT. #52-2217" PVC 10 OPERABLE SASH LOCK it SASH KEEPER STEEL 12 FIXED MEETING RAIL REINFORCEMENT #51-2919 STEEL 14 LOCK RAIL REINFORCEMENT #51-2821 STEEL 15 LOWER SASH REINFORCEMENT #50-2938 6061-T6 ALUM. 16 WINDOW SCREEN 17 WEATHERSTRIP PILE W/FIN .187 x.270, LOCK RAIL & SASH ULTRAFAB 18 WEATHERSTRIP PILE W/FIN .187 x.230, FIXED MEETING RAIL ULTRAFAB 19 WEATHERSTRIP PILE W/FIN .187 x.150, SILL ULTRAFAB 20 WEATHERSTRIP VINYL BULB .187'x.375'0 AMESBURY 22 GLAZING COMPOUND DOW #1199 SILICONE 23 8 X 7' PPH SMS STEEL 24 1/4" X 2-3/4" ELCO OR ITW CONCRETE SCREW STEEL 25 2X BUCK SG - 0.55 WOOD 26 1/4" MAX, SHIM SPACE 27 MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 30 INTERCEPT SPACER STEEL 31 8 X 2.1/7' PPH SMS STEEL 32 12X FRAMING WOOD THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". r -- 2.69" 0.055' 2.69" t— O 4 PV ILL 2.69" — L16 11r 111 o PVC IL w/ Flange (optional) 1/7 mm GI LAZIN Derau 5/8" OVERALL GLASS 1.16" 4 EXTRUDED PVC FETINGRAIL L r--"--— I.16" I 7 _ 0.0650.065" 5 i S EXTRUDED PVC TOP RAIL 3/37' ANNEALED AIR SPACE 3/37' ANNEALED 0. 6Ll n o.04' 0 12 K RAIL RelnforcemeN T il 0.046 1 LOCK MEETING RAIL U Re n orcement 0.065' 1 EXTRUDED PVC BOTTOM LIFT RAIL 0 0.82" 17T S EXTRUDED PVC OLAZING BEAD 60 L 0.79° 0 B FXTR p D PVC GLAZING BEADKeeper 0.79" —}- XTRUDE0 PVC GLAZING BEAD 36" —{ 74 0.067 n 15 LOWED SASN Ren Drcementt LD 7.0 65,0.065' DATE: 10/24/1 scx[: N.T.S. Dwo. BY: KV EXTRUDED PVC STILE 1cm. er: LF'S DRAWING NO.: FL -14911.14 M7 5 OF 5 H R W -R W Building Consultants, Inc. B C'onsutting and. Engineering Services for the Building Industry C P_0. Box 230 Vainw, FL 33595 Phone 913.659.9197 Fronda Board ofRrofessionat Engineers Certificate of&ahorization No_ 9813 Product Fest Standard Testing Laboratory Signed TEL 05-1104-1 TAS 201-94, 202-94 & TAS 203-94 Testing Evaluation Lab., Inc. Wendell W_ Haney, P. E. Category Sub Category Manufacturer Product Name 3. Calculations Prepared by eb/ aSigned &Sealed by Silvert.ine Buildings Products Structural Seam Mullion Window Mullions 1 Silvert-ine Drive Serres 2724 Certificate of Participation issued by Window &floor Manufacturers ;A. d m Association certifying that: SilverLine, Building Products is manufacturing' m North Brunswick, NJ 08902 Impact F - Schmidt P.E. FL PIE - 43409 Phone 732.435.1000 Scope-- This is a Product Evaluation report issued by R W Building Consultants: Inc_ and Lyndon F. Schmidt, P.E (System ID 9 1998) for Silverline Building Products based on Rule Chapter No. 61G20-3, Method ID of the State of Florida Product Approval, Department of of Business &. Professional Regulation.. RW Building Consultants and Lyndon'. F'_ Schmidt P -E. do not have nor will acquire financial interest in the: company manufacturing or distributing the product or: in any other entity involved in the approval process of the product named hp_rpin Lim'itatidrrs. 1_ This: product has been evaluated and. is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structuralrequirements excluding the "H'igh Velocity Hurricane Zone". 2.. When used in' areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level "U' and incudes Wind Zone 4 as defined in ASTM E1996 and FBC Section 1609..1.2.2- 3. 609..122 3. Wood bucks by others„ must be anchored properly to, transfer loads to the structure and be reviewed by tate Building Official. 4_ Mullion anchor embedment. to base: material shaft be beyond wall dressing or stucco. 5_ Separate product approvals for each glazing product used with these mullions must be; submitted along with this mullion product approval_ INC 6. Anchoring of each glazing product to the mullion shalt be as shown in each individual glazing product approvaL SA pFtD 7. Any conditions not covered in this evaluation aree subject: to separate engineering evaluation, 8. Mullion design pressure rating, see load rating table sheets 2 and 3 of drawing FL -6067.4. PAP, 9- 9_ The design pressure rating of the assembly shalt be the lesser of the toad capacity of the mullion as determined using this approval or the design pressure rating of the individual glazing products used_ 10. Bounding box dimensions for geometric transom shapes must be equal to or less than the rectangular transom dimensions shown herein_ 11.. See drawing FL -6067.4 for size and design pressure limitations. # 6 2 Supporting Documents. 1. Test: Report No. Fest Standard Testing Laboratory Signed TEL 05-1104-1 TAS 201-94, 202-94 & TAS 203-94 Testing Evaluation Lab., Inc. Wendell W_ Haney, P. E. 2. Drawing No. Prepared by Signed & Seated by No. FL 6067.4 RW' Building Consultants, fnc. (CA #9813), nt stt$tn Lyndon F. Schmidt P.E. 3. Calculations Prepared by eb/ aSigned &Sealed by Anchoring RW Building Consultants, Inc, (GA#9813) ;4°r i!•, a, aLyndon F. Schmidt, P.E Mullions (per FBC 1710'.5.3) RW Building Consultants,. fnc. (CA # 9813) ®° 0 4` Lyndon F. Schmidt, P.E- 4., Quality Assurance r :# o `• Certificate of Participation issued by Window &floor Manufacturers ;A. d m Association certifying that: SilverLine, Building Products is manufacturing' m products within a' quality assurance program that complies with ISfi/IEC " = r • j 17020' and Guide 53.• Lyndon F - Schmidt P.E. FL PIE - 43409 3/2012015 Street 1 of 1 ` , `+ r,ti e' y 2 3 f(}yp'^ 4.rw i 20ltNNrsary A til. 2724 STRUCTURAL BEAM MULLION impACT' GENERAL NOTES: 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone". 2. When used in areas requiring wind borne debris protection, this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM El 996 and FBC Section 1609.1.2.2. 3. Wood bucks by others, must be anchored property to transfer loads to the structure and be reviewed by the Building Official. 4. Mullion anchor embedment to base material shall be beyond wall dressing or stucco. 5. Separate product approvals for each glazing product used with these mullions must be submitted along with this mullion product approval. 6. Anchoring of each glazing product to the mullion shall be as shown In each Individual glazing product approval. 7. Any conditions not covered in this evaluation are subject to separate engineering evaluation. 8. Mullion design pressure rating, see bad rating table sheets 2 and 3 of this drawing. 9. The design pressure rating of the assembly shack be the lesser of the bad capacity of the mullion as determined using this approval or the design pressure rating of the individual glazing products used. 10. Bounding box dimensions for geometric hansom shapes must be equal to or less than the rectangular hansom dimensions shown herein. MAX. COMBINED DIMENSION IS 104" W1—1 W2 TABLE OF CONTENTS SHEET 0 DESCRIPTION 1 Typical elevations & general notes 2 2724 mullion load table for concrete screw anchors 3 2724 mullion load table for wood screw anchors 4 2724 muNion section dimensions & anchorin MAX. COMBINED DIMENSION IS 104" W1—1 W2 GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT MAX. COMBINED DIMENSION IS 104" W1 W2 GLAZING GLAZING PRODUCT i N'. PRODUCT GLAZING MAX. COMBINED DIMENSION IS 104" GLAZING PRODUCT GLAZING PRODUCT PRODUCT TYPICAL MULLION CONFIGURATIONS DAM 2110109 SCALE: N. T. S. NOTE: DWG. Br: DWS Horizontal mullions depicted herein can be combination mullions CHK. BY LFS or separate structural mullions. Separate structural mullions are DRAWNG NO.: covered under separate approval, FL -6067.4 SHEET 1 OF 4 i N'. oma ri MAX. COMBINED DIMENSION IS 104" dali IW2 a zd GLAZING GLAZING 5 i o Z PRODUCT PRODUCT 6o Z CCiyj X tCMAX. COMBINED DIMENSION IS 104" W1——W2 gym GLAZING GLAZING N PRODUCT PRODUCT 80 oo v GLAZING LPRODUCTPRODUCT 012 a TYPICAL MULLION CONFIGURATIONS DAM 2110109 SCALE: N. T. S. NOTE: DWG. Br: DWS Horizontal mullions depicted herein can be combination mullions CHK. BY LFS or separate structural mullions. Separate structural mullions are DRAWNG NO.: covered under separate approval, FL -6067.4 SHEET 1 OF 4 INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE, I. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED BY THE BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). 2, FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN, IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP i ABOVE. o FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR GLAZING SILVERLBdE 2724 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) TROUTARY WDTH SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE PRODUCT T74" 28" 30" 3r 34" 38" 38" 40" 4r 44" 48" 48" or 8r 88.2 83.0 78.4 74.4 70.9 87.7 64.8 62.2 59.8 7.S OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS 53.4 91.8 96.0 90.4 85.5 81.1 77.3 73.9 70.7 67.8 85.1 82.8 WA 58.2 58.2 1.098.i 93.4 B8. 84.8 80. 2 741 71.1 88. 899 8.8 81.4 1 .0 100.0 100.0 2 92.8 4 8 81.1 71.9 4.9 2.1 89.8 67.2 88" 100.0 100.0 100.0 IDD.0 100.0 97. 5 2 79.2 7.4 73.7 84" 100.0 100,0 100.0 100.0 1 .0 l .0 08.5 93. 1 R.0 a17 -- I 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.1 91.0 88.2 95.6 W., 100.D 100.0 100.0 100.0 100.0 OD.0 I 100.0 100.0 100.0 97.8 94.7 91.8 89.1 100.0 100. 100.0 100.0 100.D 100.0 10D.0 100.0 100.0 ioo.0 100. 98.8 98.7 92.8 1 100. 1 .0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.9 96.9 Wo 100.0 100.0 100.0 100.0 100.0 oo0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 9r 100.0 100.0 100.0100.00- 100.0 i0o.0 100.0 1 oo.o 1oo.0,00.o too. 80•' 100.0 100.0 t00.o t00.o 100.0 ioo.o i .0 100.0 100.0 100. 100.0 100.0 100. 48" i .0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 lw.o 100.0JOWD. 100.0 100.0 48" 100.0 100.0 00.0 100.0 o 100.0 100.0 100.0 100.0 100.0 100.0 100.0 31 4" 1 100.0 100.0 ioo.0 100.0 0 10.0.0 100.0 100.0 100.9 0 100.0 Ar 1 .0 100. 1 .0 100.0 00.0 1 .0 1 ,0 0 0-7W-6-1 0 100.0 40" 100.0 1000 100.0 100.0 1000 100.0 100. 0 100.0 100.0 0 100.0 1 .0 100,0 loo.o 100.0 1oo.o 000 000 tooa loo. 10oo,00.0 100.0 3s" 00.0 100.0 100.0 100.0 100.0 100.0 1 . t000 loo.o 190.0 100.0 100.0 100. 100.0 100.0 100.0 100.0 00.o 100.0 100.0 100.0 o loo.o 100,0 100.0 r lool oo. i-W.-0 0o.0 0 W-o 100.0 00.0 100.0 100.0 100.0 100.0 100.0 30" 100.0 10o. 00.0 00.0 100.0 00.0 00.0 00.0 100.0 100.0 00.0 w.o 100.0 2e" too. 100,0 100.0 100.0 100.0 100.0 o tao.o i .0 00.0 100.0 100.0 100.0 28" 1 100.0 100.0 1 100.0 100.0 100.0 1 100.0 100,0 100.0 100.0 1 lou.0 1 100.0 1 1 1 .o loo.0 100.0 1 100.0 100.0 100.0 1 100.0 100.0 100.0 100.0 1 100.0 1 100.0 1 100.0 100.0 INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE, I. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED BY THE BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). 2, FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN, IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP i ABOVE. o FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR GLAZING PRODUCT SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE PRODUCT FOLLOWING; 1. SUBSTITUTE (i FOR 1) 1/4"-14 SELF -DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. 2. SUBSTITUTE #8-18 PANHEAD SELF-RILLING SCREWS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUM FASTENER SPACING ALLOWED IS 6" FROM EACH END AT SECTION THRU MULLION AND FRAME 15" O.C. MAX SPACING. THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES; NOTE: A MINIMUM OF 3 THREADS OF THE SELF -DRILLING OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION. BY SILVERLINE CAN BE USED IN THIS FASHION. W1W2 III 77 GLAZING GLAZING PRODUCT PRODUCT O II J TRIBUTARY WIDTH = W1 + W2 2 W1 -1 W2 GLAZING GLAZING PRODUCT PRODUCT GLAZING PRODUCT X: N.T.S. BY: DWS BY. LFS MG NO.: FL -6067.4 2 of 4 INSTRUCTIONS FOR USE OF THE MULLION LOAQ TABLE: I. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED BY THE BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). 2, FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. 3• IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP i ABOVE, Fc FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE FOLLOWING; un I sow 1. SUBSTITUTE (1 FOR 1) 1/4"-14 SELF -DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. 2. SUBSTITUTE #8-18 PANHEAD SELF-RILLING SCREWS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUM FASTENER SPACING ALLOWED IS 6" FROM EACH END AT SECTION THRU MULLION AND FRAME 15" O.C. MAX SPACING. THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES; NOTE: A MINIMUM OF 3 THREADS OF THE SELF -DRILLING OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION. BY SILVERLINE CAN BE USED IN THIS FASHION. WI--I - W2--{ GLAZING GLAZING y PRODUCT PRODUCT ou J 41 TRIBUTARY WIDTH = W1 + W2 2 W1 _ 1 W2 2724 STRUCTRUAL BEAN MULLION LOAD TABLE PSFrMUTARY GLAZING GLAZING PRODUCT WOTH PRODUCT y 28" 30" 3r 34" 3a" 38" W.4r 44" 4a" 49" a0" ar ITSLVERLINE 88.2 83.0 78.4 4.4 70.9 87,7 8 82.2 8 D7.8 aS.4 4 31.898.0 4 1.1 3 73.9 70.7 87. 1 828 a0.4 2 100.0 98.7 93.! 88.7 84.6 7I.2 71.1 71.1 88.4 8a.9 83.8 814 100.0 100.0 100.0 Too 2 700 -0 l-oro- 4 8 81.1 77.9 4.9 72.1 88.8 87.2 a6" 100.0 100. 0 89-F----85-9-82.2 4 13.1 64" 100.0 100. 100.0 100.0 100.0 100.0 100.0 98.0 94.1 90.6 all 84.0 1.1 ar 100.0 100.0 100.0 100.0 00.0 100.0 00. 00.0 100.0 2 1 60" 100.0 100.0 100.0 100.0 100.0 100.0 loo. 100.0 1 .0 100.0 100.0 06.4 02.7 ar 100.0 00.0- 1 .0 100.0 100.0 100.0 1 foo.0 100.0 100.0 00.0 100.0 89.2 or 100.0 100.0 00.0 100.0 100.0 100.0 1 .0 1 .0 100.0 100.0 100.0 1 .0 100.0 a4" 100.0 100.0 100.0 foo 100.0 100.0 ioo.o 100. 00.0 100.0 100.0 100.0 100.0 100.0 ar 100.0 100.0 o 7000 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 00" 1 too1- too.o too:o oo.0 100.0 ioo.o 100.0 100.0 100.0 100.0 100.0 48" 100.0 100. 100. 100.0 100.0 100.0 100.0 1W.0 00.0 100.0 100.0 100.0 100.0 4a" 100.0 1 100.0 1 1 .0 100.0 100.0 100. 1 .0 0 1 .0 100,0 1 .0 100.0 44" 100.0 100.0 100.0 100.0 00.0 1 .0 100. 0 1 .0 1 0 10D.0 4r 100.0 100.0 100.0 100.0 100.0 100.0 100. 100.0 100.0 1 .0 100.0 1 .0 00.0 40" 1000 100.0 100.0 100.0 100.0 100.0 100.0 1 .0 foo.0 Too0 100.0 100.0 100.0 36" 100.0 100.0 100.0 100.0 100.0 00.0 1 100.0 100. 100.0 100.0 100.0 1 .0 36" 100.0 1 00.0 1 .0 100.0 100.0 100.0 00.0 100.0 100.0 100.0 100.0 100. 1 .0 106.0 Too0 00. 100. i .5 100.0 100,0 100.0 100.0 100.0 100.0 100.0 10D.0 it 100.0 1 100.0 100.0 100. 7 -on 100.0 Too -0 J 100.0 100.0 I 100.0 100.0 30" 1 100.0 100.0 100.0 112 0.0 1 Too 0 100.0 0-0. 100.0 100.0 00.0 100.0 28"100.0 100. 100.0 100.0 100.0 100.0 100. 100.0 100. 100. 100.0 1 100.0 100. 26" 1 .0 1 100.0 100.0 100.0 100.0 1 100.0 lw.o 100.0 100.0 100.0 100.0 1 . 1 24" 100.0 100. 100.0 00.0 100.0 1 100.0 100.0 '-Too.0 1 .0 100.0 00.0 1 lw.o 100.0 INSTRUCTIONS FOR USE OF THE MULLION LOAQ TABLE: I. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED BY THE BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). 2, FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. 3• IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP i ABOVE, Fc FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE FOLLOWING; un I sow 1. SUBSTITUTE (1 FOR 1) 1/4"-14 SELF -DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. 2. SUBSTITUTE #8-18 PANHEAD SELF-RILLING SCREWS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUM FASTENER SPACING ALLOWED IS 6" FROM EACH END AT SECTION THRU MULLION AND FRAME 15" O.C. MAX SPACING. THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES; NOTE: A MINIMUM OF 3 THREADS OF THE SELF -DRILLING OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION. BY SILVERLINE CAN BE USED IN THIS FASHION. WI--I - W2--{ GLAZING GLAZING y PRODUCT PRODUCT ou J 41 TRIBUTARY WIDTH = W1 + W2 2 W1 _ 1 W2 GLAZING GLAZING PRODUCT PRODUCT y GLAZING Z p PRODUCT j IL 11 N ro Q F 2110109 N.T.S. er: DWS er: LFS ; AtlN6 W. FL -6067.4 0 7 3 of 4 8)#10x1-1/7'WOODSCREWS 2X FRAMING ANCHOR TO 2X STUD OR TO 2X BUCK 0.375" 1.14" O v4i MULLION ANCHOR BRACKET 2722 6063-T6 ALUM) FOR WOOD SCREW OR MULLION TO MULLION ANCHORING 0.1" rn fl T— lr 2724 MULLION 6063-T6 ALUM) CONCRETE ( 4) 3116'0 CONCRETE ANCHORS SEE ANCHOR SCHEDULE) 4) 3/16" 0 CONCRETE ANCHORS CONCRETE SEE ANCHOR SCHEDULE) e: a v v ANCHOR TO MASONRY II II Z: 1111 1XBUCK QQ II I W U U W ANCHOR TO MASONRY THROUGH 1 X BUCK 7.68" 2.25" ---t 2.25" —— 2.25 T f l J o L MULLION ANCHOR BRACKET 22722 6063-T6 ALUM) FOR CONCRETE ANCHORING MULLION BRACKET ANCHORING 2722 BRACKET SHOWN WOOD SCREW ANCHORING SHOWN) 49 HORIZONTAL TRANSOM MULLION 2724, 2724 OR 2728 UNDER SEPARATE APPROVAL) 8) # 10 x 3/4"- f SELF -DRILLING SMS I I 8 X 3/4" u u SELFDRILUNG SMS VERTICAL MULLION ANCHOR MULLION TO MULLION t A iCcf d 4 IOPFHWOODSCREW WOOD is/B" 1" Y I•I/B" 10.16 SELFDRIL ING A WK SHEET METAL SCREW STEEL 1^ 1-1/8" rermsusmATE 3/16"0PFH HOLLOW BLOCK I -1/M 1.1/7 2, NO KWIK-CON H+ CONCRETE 1-1/4' 1.1/2, 2, p S7EEL CONFORMING TO ASTM A6S3, 16 GA., OWMN. T1RC171ESS (Fy. a 33,000 PSI, FU -45= P51) SHEET METAL SCREWS (SAE GRADE S MIN.): HILTI KWIK-FLEX a ELCO DRIL-FLEX CONCRETE CONFORMING TO ACI 301 (3A00 PSI MIN.) OR HOLLOW BLOCK CONFORMING TO ASTM C90 BY: DWS BY: LFS MING W.: FL -6067.4 rT 4 of 4 REQUIRED INSPECTION SEQUENCE BP# 1 G - 2 Z , SC Address: ' %-4 i4T- c, BUILDING PERMIT Min Max Ins ection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Q 60D Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) REVISED: June 2014 ELECTRICAL PERM+IT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Max Inspection Description Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final M.°ECHA'N+ICA+L P+.E+RM4T Min Max Inspection Description Mechanical Rough Mechanical Final 261 B- NC Min Max Ins ection Description Gas Underground Gas Rough Gas Final