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123 Sophia Marie Cv - BR18-004757 - WINDOWS1W CITY OF SANFORD BUILDING & FIRE PREVENTION DEC 11 t 01 PERMIT APPLICATION Application No: 7 Documented Construction Value: $ 1 (a Job Address: 123 SOPHIA MARIE CV SANFORD, FL 32771 Historic District: Yes No O Parcel ID: 33-19-30-510-0000-0120 Residential EgCommercial Type of Work: New Addition Alteration M Repair Demo Change of Use Move Description of Work: Replace 6 windows size for size Plan Review Contact Person: 1','ke an I'.Clf tC.!M Title: Cn 4 Phone: `2: Fax: Property Owner Information Name BARNA, LEIGH A Phone: Street: 123 SOPHIA MARIE CV City, State Zip: SANFORD, FL 32771 m7m. I_ . KA"AllResident of property? : r Contractor Information Name JACA YM Ot -,40A - .at"6A' I (,K Phone: !-( 0:1 q 7 °2-__-'> Street:'?-'_ s b Cf%1"du Rck Fax: City, State Zip: b f tC Y)C(0' 'j State License No.: Architect/ Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: 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. 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: 5t6 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. Acceptance of 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 ofthe 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. gnature of Owner/Agent Date Si ture of Contractor/Agent Date Print OwneAgent's Name Print Contractor/Agent's Name I SignatureNotary-State of Florida MAR. Da e az Y a s MR. Monday NOTARY PUBLIC r;.. ESTATE OF FLORIDA Comm# GG156222 sf- tg Expires 10/30/2021 Owner/ Agent is Personally Known to Me or Produced ID v Type of ID ytL ELIA Notary - State of FloridaContractor/ Agent is X Pei%6 Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY 0i Megan R. Monday NOTARY PUBLIC STATE OF FLORIDA Comm# GG156222 1WWW1 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: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 5f:: 1.10-N Revised: June 30, 2015 Permit Application ReA,ne Agreement Document and Payment TermspwalbyAdemn' dba: Renewal By Andersen of Central Florida Leigh Ann Barna Legal Name: Universal Roofing Group, Inc. 123 Sophia Marie Cove CGC1524135 Sanford, FL 32771 wtMoow es MC[4NN, 997 West Kennedy Blvd. Suite A18 1 Orlando, FL 32810 H: (321)363-3062 Phone: 407-803-4723 1 Fax: I Customerserviceerbafla.com C: (407)417.4910 Buyer(s) Name: Leigh Ann Barna Contract Date: 09/27/18 Buyer(s) Street Address: 123 Sophia Marie Cove, Sanford, FL 32771 Primary Telephone Number: (321)363-3062 Secondary Telephone Number: (407)417-4910 Primary Email: manatee32771@hotmail.com Secondary Email: Buyer(s) hereby jointly and severally agrees to purchase the products and/or services of Universal Roofing Group, Inc. d/b/a Renewal By Andersen of Central Florida(" Contractor"), in accordance with the terms and conditions described in this Agreement Document and Payment Terms, any documents listed in the Table of Contents, and any other document attached to this Agreement Document, the terms of which are all agreed to by the parties and incorporated herein by reference (collectively, this "Agreement"), Buyer(s) hereby agrees to sign a completion certificate after Contractor has completed all work under this Agreement. Total Job Amount: $12,968 By signing this Agreement, you acknowledge that the Balance Due, and the Amount Financed must be made by personal check, bank check, credit card, or cash. Deposit Received: $12,968 Balance Due: $0 Estimated Start: Estimated Completion: Amount Financed: $0 10-12 weeks 1-2 days Method of Payment: Credit Card We schedule installations based on the date of the signed contract and secondarily on Cash/Check the date in which we complete the technical measurements. The installation date that we are providing at this time is only an estimate. We will communicate an official date and time at a later date. Rain and extreme weather are the most common causes for delay. Notes: Buyer(s) agrees and understands that this Agreement constitutes the entire understandings between the parties and that there are no verbal understandings changing or modifying any of the terms of this Agreement. No alterations to or deviations from this Agreement will be valid without the signed, written consent of both the Buyer(s) and Contractor. Buyer(s) hereby acknowledges that Buyer(s) 1) has read this Agreement, understands the terms of this Agreement, and has received a completed, signed, and dated copy of this Agreement, including the two attached Notices of Cancellation, on the date first written above and 2) was orally unformed of Buyer's right to cancel this Agreement. NOTICE TO BUYER: Do not sign this contract if blank. You are entitled to a copy of the contract at the time you sign. YOU, THE BUYER, MAY CANCEL THIS TRANSACTION AT ANY TIME NOT LATER THAN MIDNIGHT OF 10/01/2018 OR THE THIRD BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION, WHICHEVER DATE IS LATER. SEE THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN EXPLANATION OF THIS RIGHT. Legal Name: Universal Roofing Group, Inc. dba: ! e9cwal-By ndersen of Central Florida Buyer(s) Signature of Sales Person Wayne Tamayo Print Name of Sales Person Signature Leigh Ann Barna Print Name Signature Print Name UPDATED: 09/27/18 Page 2 / 14 0 Grant Maloyy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #20 8129184 Book:9248 Page:668; (1 PAGES) RCD: 11/14/2018 10:41:04 AM REC FEE $10.00 THIS INSTRUMENT PREPARED EkY. Name:U Address: 5655 a er Rd. riando FL. 32810 NOTICE OF COMMENCEMENT Permit Number: Parcel ID Number: 33-19-30-510-0000-0120 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) 2. GENERAL DESCRIPTION OF IMPROVEMENT: Replace 6 windows size for size 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: BARNA LEIGH A 123 SOPHIA MARIE CV SANFORD FL 32771 Interest in property: Owner Fee Simple Title Holder (if other than owner listed above) Name: 4. CONTRACTOR: Name: Jared Melliek/ Renewal by Andersen of CFL Phone Number: 407-803-4723 Address: 5655 Carder Rd., Orlando, FL. 32810 S. SURETY (if applicable, a copy of the payment bond is attached): Name: Address: Amount of Bond: 6. LENDER: Address: _ Phone Number: 7. 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)la)7., Florida Statutes. Phone Number: 8. In addition, Owner designates to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: S, Expiration Date of Notice of Commencement (the expiration is 1 year from date of recording unless a different date is specified) VVAR&jN_Q_ IQ 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 BEF0RE_TJjE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMPCI G WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Sgnaiura or C]wner w Lessae, oCnrner's nr 1 essee'e (PAnt N»mr. ane Prawoe sig"Inry sTree/CMi ) Auihonzeaoftcerluimoor/Pannerimanagw ) State of 8WAcl Countyof The foregofng Instrument was acknowledged before me this _ _ 1± day of d8pltL 20 fi i by Who Is personally known to me O OR Nawof personkingrtatmneMwhohas produced Identification pe of identification produced: C, Megan R Monday NOTARY PUBLICraSTATE OF FLORIDANaaryS;grwuComm# GG156222 Expires10/ 3012J21 40 POWER OF ATTORNEY I hereby name and appoint Joan Mellick Of Universal Roofing Group, Inc. dba Renewal by Andersen of Central Florida to be my lawful attorney in fact to act on my behalf at the To apply for and obtain a window/door replacement permit for work at: Address: Parcel: Owners: ?xkrno , Le-'YA A And to sign my name and do all things necessary to this appointment. Jare CGC 1524135 Renewal by Andersen of Central Florida The foregoing instrument was acknowledged before me this _ day of , 2018 by Jared Mellick who is personally known to me and who did not take an oath. State of Florida County qf,,0rain mom No `y signature & Date) My Commission expires: it 1151 Zo22 Stephanie, Lamas Commission#: (Se NOTARY PUBLIC STATE OF FLORIDA Comm# GG276411 Expires 11/13/2022 RIVORIP COPY City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # # 1 8 - 4 7 5 7 Project Location Address SAIN!-,- 0 TR,1j As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors SANJLL)IV_ F RE ASwingingEuEuEoacmr- rnmei 1ANC Sliding Sectional P AMINER q OF I Roll Up - Z--]K= - - - - - - - C NOR, SHAI, L UA NC E DF A I 'E- HNA I I i t t v, t 14 Automatic A C I ION C F F iN PLANS Other NSTiLIC777 -A I UN, 75 2. Windows Single Hung Horizontal Slider f1 tct:Ier) Col CWO'k Casement Double Hung p(AtIEZ=L 60re f"C-n CkA C,\-v EL \44 - Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underlayments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied" Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors Anchors Truss Plates Enqineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 Renewal Order SummaryAndersen. dba: RENEWAL BY ANDERSEN OF CENTRAL FLORIDA Legal Name: Universal Roofing Group, inc. I License # CGC1524135 W 997 West Kennedy blvd I Orlando, FL 32810 Phone: 407-803-4723 1 Fax: 407-386-8262 1 customerservice@rbafla.com Measure Tech: Wayne Tamayo, (386)848-0213 LEIGH ANN BARNA 123 Sophia Marie Cove Sanford, FL 32771 H: (321)363-3062 1 C: (407)417-4910 106 Living room 73" 71 " Window: Gliding, Double, 1: 1, Active / Passive, Base Frame, Exterior White, Interior White Glass: All Sash: High Performance SmartSun Glass, No Pattern Hardware: White Screen: TruScene with Exterior Color Match, Full Screen Grille Style: No Grilles Misc: None Construction: None Material: None PRODUCTS: 7 WINDOWS: 6 PATIO DOORS: 0 SPECIALTY: 0 MISC: t updated 9/28118 Estimated Duration: SIDE BACK I FRONT! SIDE t UNIT NOTES 09/28/18 Page 3 / 14 U** ' ^ ^ ^ ^nn menewal u K U `o byAndemn. dba: Renewal orAndersen °aCentral Florida Leigh Ann uarna Legal Name: Universal Roofing Group, Inc. u3Sophia Marie Cove 0GC1524135 Sanford, e32r, 1 W#0400W NKAACauaw yy/West Kennedy Blvd. Suite mu/Orlando, pL yzo/u x.(3u)3os-ama Room Field DVV YNisc rWnc- Permit. disposal, and delivery, 8H 101 Office 51 VV 7 VNnduvv DouWe' Hvny.Eqva|'F|anSiU|nsen.Contempnra9 i 61 H `~' Check, ai|' Exte,io!,VJhi,o. |nte,iciF~Vvh|,e. Glass: All Sash: nigh Performance STT55 UunGlass, No Pattern, Ha,dvvu,e:VvhFf Screen: T,uScene with F r o|o/ Match, Half 7 en. ~/ / \/^/ m 7', Grille Style: Grilles Between Glass (G8G). Grille Pattern: Sash l: Colonial 0w x 0h. Sash 2: [o|nm4l+~W1isc None 102 Nbshs 36VV r] 62H 7-7 103 Master 36VV 62H L` L 104 Back room 8VV 71 H 7l / -/ - y/ r^ L/ " 7\ u~ Window: Do" me- nung' Equal, Flat Sill Insert, Contemporary ChcckmU. Exterior VVhke' Interior White, Glass: All Sash: High Performance Imart6unGlass, NuPattern, Hardware: White, Screen:TrvScene with Extlm r [ o|o, Match, Fv|| Screen,?5'« Grille Style: No Grr<e' s, Misc: None VViodow:Duutne-nung.Equal, Flat Sill Insert, Contemporary heck,ai|. E*o,io.=-= xi/o. mrencn~vvni\e' Glass: All 5ash High pedo,manoeST<r"tSun Glass, No Pattern, Hardware: Screen: T,uSonno*v|h Exterior Color Match, Full Screen,Grille Style: No I es, Misc: None r- Window: Gliding, _buu/c_~'' l: l. Au .~- Active muwe. Base Frame' Exx,no-i»r.|nteri~'"^ ire'G|ayo:A]|Sah m" High ~ /6r'^ Performar77'esmartSun Glass,NoPattern, Hardware: Whito. Screen: l,uScene with Exterior Color Mauh' FuU3inon. 6d||e Style: No'7mek K8isc None upo*TEo nuon/o Page s/ 14 Ren eWal Itemized Order Receipt bY tl(CSE:II' dhaz Renewal By Andersen of Central Florida Legal Name: Universal Roofing Group, Inc. CGC1524135 w 000w as lAC..... 997 West Kennedy Blvd. Suite A18 I Orlando, FL 32810 Phone: 407-803-4723 1 Fax: I Customerservice*rbafla.com 105 Back room 72 W .( 4 71 H fZCS Leigh Ann Barna 123 Sophia Marie Cove Sanford, FL 32771 H: (321)363-3062 C (407)417-4910 Window: Gliding, Double, 1: 1, Active /oive, Base Frame, 70ExteriorV75ite, Interior`-VV ite, Glass: All Sash: High Performance Sr1TTSun Glass, No Pattern, Hardware: White, Screen: TruScene wrtr Exterior Color Match, Ful creep, Grille Style: No GftTCes, Misc: None 106 Living room 73 W ! Window,,: Gliding, uble, Ii1, Activeoassive, Base Frame,' 71 H Exterior White, Intert hite, Glass: All Sash: High /Q a t Performance SmartSun Glass, No Pattern, Hardware:. White, f Screen: TruScerM"With Exterior Color Match, Full`Sereen, Grille Style: No GfiTles, Misc: None WINDOWS: 6 PATIO DOORS: 0 SPECIALTY: 0 MISC: 1 TOTAL $12,968 Renewal by Andersen is committed to our custorners'safety by complying with the rules and lead -safe work practices specified by the EI'A. UPDATED: 09/27/18 Page 4 / 14 7/4/2018 • Florida Building Code Online BCIS Home . Log In User Registration Hot Topics Submit Surcharge I Stats & Facts '.. Publications Contact Us BCIS Site Map Links Search L. Id Product Approvalr10USER: Public User E gagct l;iQ oval Menu > Product or ARolication Search > goolication List > Application Detail FL # FL19564-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Andersen Corporation Address/Phone/Email 100 Fourth Avenue North Bayport, MN 55003 651) 264-5308 alan.barstad@AndersenCorp.com Authorized Signature Alan Barstad alan.barstad@AndersenCorp.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Double Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity Window and Door Manufacturers Association-QA Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden P.E. e, Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code SSa.DglaLd AAMA/WDMA/CSA 101/1.5.2/A440 AAMA/WDMA/CSA 101/I.5.2/A440 Year 2005 2008 Product Approval Method Method 1 Option D https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQvADgs%2fmGFoyT6raf%2fleZfPcYXzzZili2lp9FSHi2Jp7OKN3w%3d%3d 1/2 7/4/2018 Florida Building Code Online Date Submitted 10/20/2017 Date Validated 10/21/2017 Date Pending FBC Approval 10/25/2017 Date Approved 12/12/2017 Summateof Products FL # mm Model, Number or Name Description 19564.1 Renewal Series Double Hung Double Hung - Full Frame Windows Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. FL PE No. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installation Instructions, AWD143, and Evaluation F 4 f Report, PER5014, for sizes, design pressures, and installation Created by Independent Third Party: Yes requirements. 19564.2 Renewal Series Double Hung Double Hung - Insert Frame Windows Limits of Use Installation Instructions Approved for use in HVHZ: No F 4 ids Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. FL PE No. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installation Instructions, AWD144, and Evaluation FL19564 R2 AE PER5015 SS 2017 10-20.PjUf Report PER5015 for sizes, design pressures, and installation I Created by Independent Third Party: Yes requirements EE iv i Conts3.c& Us :: 2601 Blair Stone Road, The State of Florida is an AA/EEO employer. QQyri9ht 2007-201,3 State of Florida.:: Privacy Statement :: Accessibility 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(I), 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 click bWg-. Product Approval Accepts: c..` in Rt"i;3 Credit Card Safi https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgs%2fmGFoyT6raf%2fleZfPcYXzzZili2lp9FSHi2Jp7OKN3w%3d%3d 2/2 lilil 0 s :4 i, b 1 0 RENEWAL BY ANDERSEN DOUBLE HUNG WINDOWS INSERT FRAME - NON -IMPACT INSTALLATION NOTES: 1. ONE )1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. ANCHOR MAY BE PLACED THROUGH INTERIOR OR EXTERIOR JAMS SASH TRACK AT EACH ANCHOR LOCATION SHOWN. SEE SHEET 4 FOR ANCHOR REQUIREMENT NOTES. 1, INSTALL INDIVIDUAL INSTALLATIONANCHORS WITHIN A TOLERANCE OF31/2 INCH OF THE DEPICTEDLOCATION IN THEANCHOR LAYOUTDETAIL (I.E., WITHOUTCONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 3. THROUGH FRAME: FOR INSTALLATION INTO ZX BUCK USE 410 FM WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/21NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE ANDSHALL MAINTAIN MINIMUM 1/2 INCH EDGE DISTANCE. 4. THROUGH FRAME: FOR INSTALLATION INTO METAL SUBSTRATES USE 410 FH GRADE S SELF-DRILLI OR SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TOACHIEVE 3 THREADS MINIMUM PENETRATION BEYOND METAL FRAME SUBSTRATE AND SHALL MAINTAIN MINIMUM 1/2 INCH EDGE DISTANCE, GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE, INTERNATIONAL BUILDING CODE & INTERNATIONAL RESIDENTIAL CODE EXCLUDING HVHZ. THE PRODUCT HAS BEEN EVALUATED TO THE FOLLOWING: AAMA/WDMA/CSA 101/I.51/A440-0S/08 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, ZX AND METAL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPUED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OFTHE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. S. THROUGH FRAME: FOR INSTALLATION THROUGH IX BUCK TO CONCRETE/MASONRY, OR DIRECTLY 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND INTO CONCRETE/MASONRY, USE ONE (1) 3116INCH FM iTWTAPCON OF SUFFICIENT LENGTH TO ANCHORED TO PROPERLYTRANSFER ALLLOADS TOTHE ACHIEVE 1 1/4 INCH MINIMUM EMBEDMENT AND SHALL MAINTAIN MINIMUM 2INCH EDGE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE DISTANCE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT Of INSTALLATION. 6, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT q THE INSTALLATION DETAILS DESCRIBED HEREINARE GENERICLIMITEDTOSTUCCO, FOAM, BRICK VENEER, AND SIDING. AND MAY NOT REFLECT ACTUAL CONDITIONS FOR ASPECIFIC 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUSTBE MADE OF CORROSION SITE. IF SITECONDITIONS CAUSE INSTALLATION TO DEVIATE RESISTANT MATERIAL ORHAVE ACORROSION RESISTANT COATING. FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC 8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO DOCUMENTS FOR USEWITH THIS DOCUMENT. MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR S. APPROVED IMPACT PROTECTIVE SYSTEM 15 REQUIRED TOJOINTINTOFACESHELLOFBLOCKPROTECTTHISPRODUCTINAREASREQUIRINGIMPACT 9. INSTALLATION ANCHORS SHALL BE INSTALLED INACCORDANCE WITH ANCHOR MANUFACTURER'S RESISTANCE. INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED INSUBSTRATES WITH WINDOW FRAME MATERIAL: F18REX AND PVC. STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BYTHE ANCHOR MANUFACTURER. 10JUSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE 7. SEE SHEET 3 FOR GLAZING DETAILS. MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55, 8. DESIGNATIONS `X` AND "O"STAND FOR THEFOLLOWING: 8. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. X: OPERABLE PANEL C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90 O: FLXED PANEL D. STEEL - MINIMUM YIELD STRENGTH OF 33 KSI, MINIMUM WALL THICKNESS OF 48MILS )18 GAUGE). E. ALUMINUM -MINIMUM WALL THICKNESS Of i41NCH, 6063-TS ALLOY OR BETTER. TABLE Of CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A GENERAL & INSTALLATION NOTES 2 ELEVATIONS & ANCHOR LAYOUTS 3 VERTICAL SECTIONS, REINFORCEMENT REQ'S & GLAZING DETAIL 4 HORIZONTAL SECTIONS DESIGN PRESSURE RATING SIZE SILL TYPE DESIGN PRESSURE 54' X 72' FLAT 20.0 / -20.0 PSF SLOPED 45" % 77" FLAT 3SD / -35.0 PST SLOPED 25.Lt• / -35A PSF 48" X 96" FLAT 20.01-20.0 PSF SLOPED NOTE: 45" X 77" UNIT WITH SLOPEDSILL MEETS STRUCTURAL DESIGN PRESSURE OF+/-35 PSF W C, z a R t• Q R W W Z 'I < rQi 3 E 3 ca zZ,, com Q3 W m W a U f c[= o REMARKS BY DATE 3TH FBC CODE CHANIGEI HR 18.15.1 Ogrtaiy sgrxb 0Nqqorero. P pate 3QP!'4'6lTimem o F " t ONAL e,0' SLR= ti== t 411T. 6 WnfpSIADON a M]! FL II: FL19564 DATE: 08.15.17 SCALE: NTS DWG -III: AWD14A I UNIT MAX. HEIGHT 72" UNIT MAX. WIDTH 54" MAX. D.L.O. 48" 3 ELEVATION 54" x 72" 16" MAX. O.C. m 5" FROM CORNERS J N D. 43 UNIT MAX. HEIGHT 96" N D, 43 TYPICAL ANCHOR LAYOUT UNIT MAX, WIDTH 48" ELEVATION 48" x 95" NOT£: ORIEL, COTTAGE, AND CUSTOM SASH SIZES ARE AVAILABLE UPON REQUEST SUCH THAT THEY DO NOT EXCEED MAX. SASH D.L.O. SIZES SHOWN HEREIN. WPM, MN 55003-I 96 ul r 2 q O Nlif-. wW yy s s. Do cc0 fl m 332 Q w= s FCc = o REMARKS BY I DATE THFBC CODE CHANG HA OL rsc awi. a waawnai FLN: FL19564 DATE: 08.15.17 DWG. BY: CHK. BY; HR HfN SCALE: NTS . DWG. It: MAIM 4a I CAULK BETWEEN CONCRETE/ MASONRY & 2X WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS O.A. WINDOW HEIGHT CONCRETE/MASONRY W4 BY OTHERS 11/16" O.A. INSULATED 1/4" MAX. GLASS SHIM SPACE EXTERIOR INTERIOR / I-,O.A. WINDOW t HEIGHT EXTERIOR INTERIOREXTERIOR SEEGLAZING DETAIL A VERTICAL SECTION HEAD - ZX WOOD BUCK SILICONEBACKBEDDING s rt la';1 GLAZING DETAIL ISEE GLAZING DETAIL EXTERIOR /-INTERIOR g VERTICAL SECTION CHECK RAIL jI SEE GLAZING DETAIL lu I EXTERIOR INTERIOR O.A. WINDOW I1 HEIGHT o U PERIMETER SEALANT yIN BY OTHERS U SHIM SPACE EXTERIOR FINISH BY OTHERS 1X WOOD BUICK o PRECAST SILL. OPTIONAL) BY OTHERS OR CONCRETE CAULK BETWEEN BY OTHERS CONCRETE/MASONRY & 1X WOOD BUCK BY OTHERS C VERTICAL SECTION 3 SILL -1X WOOD ON CDNCRETE/MASONRY FLAT SILL NOTE: GLASS TYPE AND THICKNESS SHALL COMPLY WITH ASTM E1300.04 GLASS CHART REQUIREMENTS. fSEE GLAZING DETAIL 1 INTERIOR p: 1/4" MAX. SHIM SPACE EXTERIOR FINISH BY OTHERS 2X WOOD BUCK BY OTHERS ....... VERTICAL SECTION 3 Slu -- ALTERNATE'SLOPED SILL' 1.062" SEALANT TALL BOTTOM RAIL WOOD (LVL) REINFORCEMENT DETAIL 0.223" 1IO 0.793 RAIL AND STILE ALUMINUM REINFORCEMENT DETAIL SASH REINFORCEMENT REQUIREMENTS LOCATION REINFORCING REQUIRED REINFORCINGSIZE UPPER SASH STILES SASH HEIGHT> 37.8345" REQUIRES ALUMINUM REINFORCEMENT INSERTED INTO STILE SASH WIDTH > 43.125" UPPER SASH OR REQUIRES ALUMINUM REINFORCEMENT RAILS SASH WIDTH z 36.125" AND INSERTED INTO RAIL SASH HEIGHT> 37,8345" LOWER SASH STILES SASH HEIGHT> 38.9645" REQUIRES ALUMINUM REINFORCEMENT INSERTED INTO STILE SASH WIDTH > 43.125" LOWER SASH OR REQUIRES ALUMINUM REINFORCEMENT RAILS SASH WIDTH 236.125" AND SASH INSERTED INTO RAIL HEIGHT> 38.9645" SASH WIDTH > 43.225" LOWER SASH OR REQUIRES WOOD {LVQREINFORCEMENT TALL BOTTOM RAIL SASH WIDTH 2 36A25" AND SASH INSERTED INTO RAIL HEIGHT> 38.9645" Lu W a R EE 2~! E og K tWiIZU Qa pE W C We L7 %a:2 math mx m323o REMARKS BY DATE 5TH FBC CODE CHANGEI Hot 0.15.1 umsra rar a xFnxucsow w„mt ai wm+an wwnu+ cnatxr aF wanew mas. x arcwacre.00imw. ne,a rnxia, w mrzr wvamlcsro nnocwxMr ewr unrrEo iS1LLiuJ))2T' 1S70NA1- M` AWA 10 fiI17000F 3` Fare CE" a AUMMATM ft Wn FL It: FL19564 DATE: 08.15.17 DWGHR HFN SCALE: NTS DWG.tt: AWD144 SHEET: OF 4 . 1 1/4" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE INTERIOR 2" MIN. EDGE DISTANCE orONE1113/16" FH ITW TAPCON . INSTALLATION ANCHOR, SEE J JAMB ANCHOR NOTES CONCRETE/MASONRY BY OTHERS EXTERIOR PERIMETER SEALANT BY OTHERS SEE GLAZING DETAIL EXTERIOR FINISH BY OTHERS O,A. WINDOW WIDTH A ORIZONTAL SECTION q JAMB. THROUGH FRAME MINIMUM 1 1/2" EMBEDMENT 3/4" MIN. EDGE DISTANCE ONE 11) #10 FH WOOD SCREW INSTALLATION ANCHOR, SEE NOTES ABOVE WOOD FRAMING BY OTHERS PERIMETER SEALANT BY OTHERS EXTERIOR FINISH 1 1/4" MIN. 1J4" MAX. EMBEDMENT SHIM SPACE 2" MIN. EDGE r DISTANCE INTERIOR ONE )1) 3/16" FH ITW TAPCON INSTALLATION ANCHOR, SEE JAMB ANCHOR NOTES CAULK BETWEEN T CONCRETE/MASONRY & 2X WOOD BUCK BY OTHERS EXTERIOR ' CONCRETE/MASONRY BY OTHERS SEE GLAZING DETAIL IX WOOD BUCK O.A. WINDOW (OPTIONAL) BY OTHERS WIDTH PERIMETER SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS ORIZONTAL SECTION q JAMB - ix wim ONTHROUGH FRAME JAMBANCHOR REQUIREMENTS: ONEANCHOR IS REQUIRED AT EACH JAMB ANCHOR LOCATION SPECIFIED ON ANCHOR LAYOUT. ONE ANCHOR IS TO BE INSTALLED THROUGH EITHER Of THE TWO TRACKS AT EACHANCHOR LOCATION SPECIFIED. 1/4" MAX. SHIM SPACE I INTERIOR SEE GLAZING DETAIL J IEXTERIOR BY OTHERS I O.A. WINDOW ytom— WIDTH C HORIZONTAL SECTION q JAMB - WOOD BULK SUBSTRATE THiROUGH FRAME INTERIOR SEE GLAZING DETAIL EXTERIOR 3THREAD PENETRATION BEYOND METAL FRAME 114" MAX. 1/2" MIN. EDGE SHIM SPACE DISTANCE ONE )1) B10 FH GRADE 5 SELF-DRILUNG OR SELF -TAPPING INSTALLATION ANCHOR, SEE JAMB ANCHOR NOTES METAL SUBSTRATE BY OTHERS SHEATING BY OTHERS EXTERIOR FINISH BY OTHERS O.A. WINDOW WIDTH PERIMETER SEALANT BY OTHERS HORIZONTAL SECTION q JAMB . METAL FRAME SUBSTRATE THROUGH FRAME WTH FBC CODE CHANGEI HR 111.15.171 NO c mwu aua eua xa FL1J: FL19564 DATE: 08.15.17 HR I NFN SCALE: NTS . owG.x: AWD1AA SHEET: 4 l "j? a ' r '" x r " e C" , hs r rah t , ^t •., 7/4/2018 Florida Building Code Online l 1 c MW8CISHomeLogInUserRegistrationHotTopicsSubmitSurchargeStats & Facts Publications Contact Us i SCIS Site Map Links Search 11, Product Approval USER: Public User a s n tt t xes Proa LGl..8r2QEQX4Ln= > eI;;iaU t qr AQQlication Sgarch > 8gglicatWA-.List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL19563-R2 Affirmation 2017 Approved Andersen Corporation 100 Fourth Avenue North Bayport, MN 55003 651)264-5308 alan.barstad@AndersenCorp.com Alan Barstad alan.barstad@AndersenCorp.com Windows Horizontal Slider Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Hermes F. Norero, P.E. PE-73778 Window and Door Manufacturers Association 12/31/2019 Locke Bowden P.E. a Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 Year 2008 2011 e 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. https://www.floridabuilding.org/pr/pr_app_dtl,aspx?param=wGEVXQwtDgs°/a2fmGFoyT6raZOyLCWc3g2NIznQVtPnXFx4fzKC6848hA%a3d%3d 1/2 I 7/4/2018 Florida Building Code Online Documentation from approved Evaluation or Validation Entity ( Yes tF No '-> N/A Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # Model, Number or Name 19563.1 Renewal Series F W Method i Option D 08/15/2017 08/15/2017 08/16/2017 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installation Instructions, AWD095, and Evaluation Report, PER4088, for sizes, design pressures, and installation requirements. Description Renewal Glider Window Installation Instructions EL19563 R2 11 AWD095 SS 2016-02-IQi120 Verified By: Hermes F. Norero, P.E. FL PE No, 73778 Created by Independent Third Party: Yes Evaluation Reports F1,19563 R2 6E PER QQ@ SS 2Q15-12-18,.12d Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 The State of Flonda is an AA/EEO employer. goyright 2007-2Q13 State of Florida. ;: Privacy Statement :: &Qcessi=y 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 $50.487.1395, `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 smalls provided may be used for official communication with the licensee. However email addresses are public record. Ifyou 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 click hem, Product Approval Accepts: Credit Gard SO* https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQvADgs%2fmGFoyT6raZOyLCWc3g2NIznQVtPnXFx4fZKC6848hAe/a3d%3d 2/2 INSTALLATION )DOTES: 1, INSTALLATION CLIPS: ONE (1) INSTALLATION ANC14OR CLIP IS REQUIRED AT EACHANCHOR LOCATION SHOWN, EACHCLIP Is TO USE TWO (2) INSTALLATION ANCHORS. 2. THROUGH FRAME AND NAIL FIN: ONE 11) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE NOTED. i - le] -.A • RENEWAL SERIES GLIDER WINDOW NON -IMPACT 3. INSTALL INDIVIDUAL RYSTALLA PON ANCHORS WffHIN A TOLERANCE OF ±112 INCH OF THE DEPICTEDLOCA TJON IN THE ANCHOR LAYOUT DETAIL ItE., WITHOUT CONSIDERATION OF 6ENERAL NOTES: TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE STH EDITION (2014) 4. N4STALLATIONaW: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR FLORIDA BUILDING CODE, EXCLUDING HVHZ THE PRODUCT DIRECTLY INTO CONCRETE/MASONRY, USE TWO i2) 3116 INCH HWH ITW TAPCON PER HAS BEEN EVALUATED TOTHE FOLLOWING: INSTALLATION CLIP OF SUFFICIENT LENGTH TO ACHIEVE 1 1/41NCH MINIMUM EMBEDMENT AND AAMA/WDMA/CS1101A S.2/A444.08/11 SHALL MAINTAIN MINIMUM 2' EDGE DISTANCE. S. INSTALLATION CUP: FOR INSTALLATION INTO 2X BUCK USE TWO (2) 48 PAN HEAD WOOD SCREWS 2. AOFLSUACY OF THE fXISPNG STRUCTURAL. PER INSTALLATION CLIP O SUFFICIENT LENGTHTO ACHIEVE 1 1/7INCH MINIMUM EMBEDMENT CONCRETE/MASONRY, 2X AND METAL STUD FRAMING AS A INTO WOOD SUBSTRATE AND SHALL MAIN IMN MINIMUM 3/4" EDGE DISTANCE. MAIN WINDFORCE RESISTINGSYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIEDPRODUCT 6. INSTALLATION CUP: FOR INSTALLATION THROUGH MEAL STUD USE TWO (2) 48 HWH GRADE 5 LOADS TO THE FOUNDATION 15 THE RESPONSIBILITY OF THE SELF-DRI100 ORSELF -TAPPING SCREWS PER INSTALLATION CUP Of SUFFICIENT LENGTH TO ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF ACHIEVE 3THREADS MINIMUM PENETRATION BEYOND METAL FRAME SUBSTRATE AND SHALL INSTALLATION. MAINTAIN MINIMUM 3/4' EDGE DISTANCE, 3. 1X AND 2X BUCKS )WHEN USED) SHALL BE DESIGNEDAND 7. THROUGH FRAME: FOR INSTALLATION INTO 2X BUCK USE 410 FH WOOD SCREWS Of SUFf I.TENT ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE LENGTH TO ACHIEVE 1 112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE AND SHALL STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE MAINTAIN MINIMUM 3/4- EDGE DISTANCE, RESPONSIBILITY Of THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION, 6 THROUGH FRAME: FOR INSTALLATION INTO METAL SUBSTRATES USE KID FH GRADE 5 LSILUSELF-TAPPING SCREWS OF SUFFICIENT LENGTH TOACHIEVE 3 THREADS MINIMUM PENETRATION BEYOND METAL FRAME SUBSTRATE AND SHALL MAINTAIN MINIMUM 3/4' EDGE DISTANCE 4. THROUGH FRAME: FORINSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DRL£CTLY INTO CONCRETE/MASONRY, USE ONE (1 ) 3/16 INCH FH JTW TAPCON OF SUFFICIENT LENGTH TO ACHIEVE 1 1/4 INCH MINIMUM EMBEDMENT AND SHALL MAINTAIN MINIMUM 2' EDGE DISTANCE.. 10.NN1 nN: FOR INSTALLATION INTO ZX BUCK USE 48 PAN HEAD WOOD SCREWS Of SUFFICIENT LENGTHTO ACHIEVE 1 1/2INCH MINIMUM EMBEDMENT INTOWOODSUBSTRATE AND SHALL MAINTAIN MINIMUM 3/4' EDGE DISTANCE- E1.NAI1 FIN: FOR INSTALLATION INTO METAL SUBSTRATES USE C8 HWH GRADE 5 SELF -DRILLING OR SELF -TAPPING SCREWS Of SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM PENETRATION BEYOND METAL FRAME SUBSTRATE AND SHALL MAINTAIN MINIMUM 3/4- EDGE DISTANCE.. 12.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BR" VENEER, ANDSIDING, 13JNSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE Of CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 14.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE 15 MEASURED FROM FREE EDGE OF BLOCKOR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK, 151OR NSTALLATJONANCHORSSHALLBEINSTALLEDINACCORDANCEWITHANCHORMANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SP£COIED BY THE ANCHORMANUFACTURER, 161NSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A- WOOD - MINIMUM SPECIFIC GRAVITY Of 0.55. B- CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 30M PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90 O. STEEL - MINIMUM YIELD STRENGTH OF 33 KSI, MINIMUM WALL THICKNESS Of 48 MILS JIB GAUGE), E. ALUMINUM - MINIMUM WALL THICKNESS O %', 6063-TS ALLOY OR BETTER, 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE, IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A UCENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 5, APPROVED IMPACT PROTECTIVE SYSTEM IS REQWRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: FIBREXV AND PVC 7, SEE SHEET 9 FOR GLAZING DETAILS. 8. DESIGNATIONS W" AND "O' STAND FOR THE FOLLOWING: X: OPFRABL£ PANEL O, FLXFO PANEL TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION I A GENERAL B INSTALLATION NOTES 2 ELEVATIONS 3 ELEVATIONS(2) 4 XO AND XX ANCHOR LAYOUTS 5 XOX ANCHM LAYOUTS 6 A Tf410U6f1 FRAME INSTALLATION DETAILS 7 A NAIL FIN INSTALLATION DETAILS 8 A CLIP U45TALLATION DETAILS 9 A INTERMEDIATE MENHIRS, REINFORCEMENT REQUIREMENTS, EJ FRAME DETAILS AND GLAZING DETAIL DESIGN PRESSURE RATING 5IZE CONF26vRATION DESIGN PRE55LQE SASH WIDTHRATIO 72- X 80' XO 41I,0 / -40.0 PSF 1:1 96" X 54- 3 XO 40.0 / -40D PSF IA 96" X Tr XO 40D / -40.0PSF 1:1 1118' X 54' XO 25.0 / -25D PSF 1:2 SOB' X 7r XO 20.0 / -20D PSF 1:2 56- X W XO 40.0 / -40D F5F 1:2 74" X 54' XO 40.0 / 400 PSF 1:2 74" X 7r XO 35.0 / -35.0 PSF 1:2 48" X 48' XX 40D / -40.0PSF V I72" X 8fl- XX 30.0 / -30D PSF 1ST W X 54" a XX 35D / -35.0 PSF 1:1 96" X 60' XX 35D / -35.0 PSF 1:1 w X 7r XX 20D / -20.0 PSF 1:1 144' X 54" XOX 30.0 / -30D PSF 141 14C X 72" XOX 250 / -25.0 PSF 1:11 84' X 60' XOX 40D / 40D PSF VLI 84" X 80" XOX 35,0 / -35D PSF III 144' X 54' JIM 30.0 / -30D PSF 12:1 144' X Tr XOX 25.0 / -25D PSF 1:2.1 84' X 60' XOX 40.0 / -40.0 PSF 1-2:1 84" X 80' XOX 35.0 / -35 0P5F 12:1 Digitally signed by Hermes F NoFero, P.E. Reason: I am approving this document Date: 2016.02-1819.18:11-05'00' w Il.A•w•lA9 s III) " YH AVE NCATH Nt L65112 PJD hX:(451}454= Q Uw5 f<• 't < K m M S 34L3az.I. oc Iu j'.' {/ a.} Dui o F- . t 4 =° o WIS. #: A WD095 NET: 1 OF 9 Andersen UNIT MAX. UNIT MAX. ft WIDTH 96' yi '—--- WIDTH 1o`VuMAX. D.LO. MAX. DL.O. I MAX. D.LO. k MAX. D.L.O. 43 15/16' 43 15/16' 33 5/t6' 66 3/8' A ,{ ,{ A A A r.ssrs••soss y 6 7 8 t 6 7 B tatF°war'Frior`ru I t rwae<. wv ssaas.wva FH:(65t)2M3{•si F7C (65tl Ff-X5K5 c g 4 r 6 T 8 i 6 T irir ti it f f f z o UNIT MAX. UNIT MAX. MAX. 0.LO. MAX. OL O. o HEIGHT HEIGHT X. 'O` HEIGHT HEIGHT 'X` "O" c r < MAY BE USED SUCH 72' 65° 72" 65" vs `> R. m < daz 8 B B B 6 B NOTE 6 7 B 6 7 8 ALTERNATE MEETING STILELOC< ELEVATION ELEVATION MAX. DLODIMENSIONS SHOWNAT } 96" X 72" XO UNIT lOr X 72" XO UNIT HEREIN ARE NOT EXCEEDED. UNEQUAL C° 1:1 SASH RATIO1:2 SASH RATIO SASH RATIO NOT AVAILABLE FOR ACTIVE/ACTIWE(XX) UNITS. Z UNIT MAX. Z WIDTH 72` UNIT MAX. ~ (f O WIDTH96' MAX. MAX.OL.O. 3t t5/16` 3T MAX. DL.O. MAX. DL.O. Lu yr 4315/16, 43W16' A A A a A A A 6 7 8 O C A 8 9 8 f V tt Qtf3UNITMAX. H ;. MAX. D.LO. O HEIGHT HEIGHT X. `X` T2" 65" foffild w^ mNvr Z a DWG #: ELEVATION ELEVATION A W009596" X 72" Xx UNfr 7r xW" xx UNIT 1:1 SASH RATIO 1:1 SASH RATIO SHEET: 2 OF 9 C A UNIT MAX. WIDTH 84" MAX. MAX. MAX. j— D.L.O. DL.O. DL.O. j 24 5/8" rj 24 5/8' 24 5/8' A A A 6 7 8 J r C 11 9 9 UNIT MAX. i i MAX. D.L.O. HEIGHT HEIGHT 'X' 'O' 'x' wr 73 FLEVATION 1:1:1SASH RATIO UNIT MAX. WIDTH 84' MAX, MAX. MAX. D.L.O. i # -- D.L.O. D.L.O. 18 7/16" s 36 7/8" i8 L.O. i i 8 8 8 9 9 UNIT MAX. i i MAX. D1.O. HEIGHT HEIGHT •x" •CN 'X• w 73" ELEVATION 84" X W" XOx UMR 1:2:1 SASH RATIO UNIT MAX. i WIDTH 144" MAX. D.L.O. MAX. D.L.O. FMAX. D L 44 518" 44 5l8' 44 5/8• A A A b 7 8 B a i UNIT MAX. MAX. DL.O. HEIGHT HEIGHT 72" 65" u A HE NOTE: ELEVATION ALTERNATEERNATE MEETING STILE LOCATIONS MAY BE USED 144" X72" XOxUNIT SUCH THAT MAX. DLO 1:1:1SASH RATIO DIMENSIONS SHOWN HEREIN ARE NOT EXCEEDED., UNIT MAX. WIDTH 144" C 66 7rW A A A b 7 8 33 7/16' 8 B 8 9 9 VIi' MAX X. O' XAX. DLA. IGHT HEIGHT r2' 65" Q /J ELEVATION 144" X 72" xOX UNIT 12:1 SASH RATIO 1.00.0•espRs t"rroa1, x 55V340% PH. (653)Z# -5159 fx "I)7"-54" m Te tO 3 z i Z<m Pco o A3 a of .+oZ a ratioi m F 4 ri) T Z Y < D O V * v'i Z DwG # 1:' jAYYD095 SHEET: 3 OF 9 MAX. O.C. SPACING SEE SCHEDULE i CORNER DIST. - ISEESCHEDULE MAX O.C. SPACING SEE SCHEDULE f TWO INSTALLATION ANCHORS (SEE INSTALL NOTES 7-4, SHEET 1) AT MEETING STILE END LOCATIONS THROUGH HEAD. SPACED 2.5' ON EACH SIDE OF MEETING STILE. EXCLUDES UNITS 5 36' X 48` III CORNER DIST. J SEE SCHEDULE TYPICAL ANCHOR LAYOUT XO OR OX GLIDER 1:1 SASH RATIO TWO INSTALLATION ANCHORS (SEE MAX. O.C. SPACING INSTALL NOTES 7-4, SHEET 1) AT SEE SCHEDULE MEETING STILE ENb LOCATIONS TI-ROUGH HEAD, SPACED 2.5' ON CORNER DIST. EACH SIDE OF MEETINGSTILE. SEE SCHEDULE -1 } -T EXCLUDES UNITS s 36" X 48" it I MAX. O.C. SPACING SEE SCHEDULE CORNER DIST. SEE SCHEDULE ALL METHODS OF INSTALLATION REQUIRE A CONTrWOUSt¢" BEAD OF SILICONE BELOW THE SILL RENEWAL SERIES GLIDER ANCHOR SPACING I FROM MAX O-C. MAX O.C. MAX O.C. INSTALLATIONCONING. METHOD CORNERS HEAD SILL JAN18S IN) IN) INI IN) j t NAILFIN 3.5 3.5 3.5 3.5 INSTALLATION 5.5 15.25 15.25 16OCUP x .± T 5.5 10125 15.25 FAME NOTES OG NAIL FIN 3.5 15 3.5 3.5 INSTALLATION 5.5 15 IS 16 CUP x rTHROUGH SEE 5.5 I1.25 17.25FRAMEjNOTES p5 0 NAILFIN 3.5 3.5 3.5 3.5 INSTALLATION0 5.5 14.5 14.5 16 j CUP x THRRAOFWH SEE 5.5 10.375 2L5 NOTES NAILFIN 3.5 3.5 3.5 3.S INSTALLATION 5.5 22.125 22125 16 CUP x THROUGH r 5.5 1L15FRAMEOTFS 22 INSTALLATION NOTES FOR THROUGH FRAME INSTALLATIONS, INSTALLATION CLIPS MUST BE USED AT THE SILL IN LIEU OF FASTENERS THROLI&H FRAME, SPACED IN ACCORDANCE WITH THE INSTALLATION CLIP SPAM-* REQUIREMENTS LISTED IN THE ABOVE TABLE. FOR CUSTOM SASH RATIOS, USE WORST CASE ANCHOR SPACING BETWEEN EQUAL SASH AND I:2 OR I:Zo1 SASH RATIOS FROM TABLE ABOVE. REFER TO SHEET 1, INSTALLATION NOTES 4-11 FOR ANCHOR TYPE DEPENDENT ON MSTALLATION METHOD AND SUBSTRATE. wtoe•ws•eooeef k%YFOWM ACE NORM e,aV/ORT, aW 55RO)-wW FH-(650 ffi•-595R Fx:(66026-5+l5 M hh c 5 Z ow J x j rpm-a x Z m b c3uZ < tLua oa n £ I a Z a ter.. ii TYPICAL ANCHOR LAYOUT m Za3u1 i5g NZ110 XO GLIDER DW6#% 1:2 SASH RATIO A T Y I) V/(Q5 SHEET: 4 OF 9 CORNER DIST, SEE SCHEDULE i MAX. O.C. SPACING SEE SC"jHEEDDULLEE i CORNER DIST. SEE SCHEDULE MAX. O.C. SPACING SEE SCHEDULE TWO INSTALLATION ANCHORS (SEE INSTALL NOTES 7-9, SHEET 1) AT MEETING STILE END LOCATIONS THROUGH HEAD, SPACED 2.5" ON EACH SIDE OF MEETING STILE. EXCLUDES UNITS < 36' X 48' TYPICAL ANCHOR LAYOUT XOX GLIDER 1:1:1 SASH RATIO MAX.. O.C. SPACING SEE SCHEDULE CORNER DIST. SE£ SCHEDULE i i MAX. O.C. SPACING SEE SCHEDULE CORNER DIST, SEE SCHEDULE ALL METHODS OF INSTALLATION ( REQUIRE A CONTINUOUS Yz- BEAD OF SILICONE BELOW THE STU II TWO INSTALLATION ANCHORS (SEE INSTALL NOTES 7-9, SHEET 1) AT MEETING STILE END LOCATIONS THROUGH HEAD, SPACED 2.5" ON EACH SIDE OF MEETING STILE. EXCLUDES UNITS 1 36" X 48" TYPICAL ANCHOR- LAYOUT XOX GLIDER 1:2:1 SASH RATIO I RENEWAL SERIES GLIDER ANCHOR SPACING FROM MAX O.C. MAX O.C. MAXO.C. INSTALLATION CONfIG. CORNERS HEAD SILL JAMBS METHOD IN) IN) IN) IN) 0 NAILFIN 3.5 15 3,5 3.5 o iC tr G . INSTALLATION 0 = 5.5 15.25 15.25 16 O CUP x '+ T lElF5,5 10.125 15.25 FRAME NOTES O NAIL FIN 3.5 3.5 15 3.5 OINSTALLATION 5.5 15 15 16 t7 CUP x +!THROUGH 5.5 11.25 17.25FRAMENOTES 0jccr- NAILFIN 3.5 3.5 15 3.5 INSTALLATION 5.5 14-5 14.5 16 X CUP SEETHROUGH 5.5 10,375 21,5 RAM r- NAIL FIN 3.5 3,5 3.5 3.5 I INSTALLATIONx 5.5 12.125 12,125 16 x + CUP x THROUGH SEE 5.5 1Q5 22 FRAME NOTES INSTALLATION NOTES: FOR THROUGH FRAME INSTALLATIONS, INSTALLATION CLIPS MUST BE USED AT THE SILL IN LIEU OF FASTENERS THROUGH FRAME, SPACEDIN ACCORDANCE WITH THE INSTALLATIONCUP SPACING REQUIREMENTS LISTED rN THE ABOVE TABLE, FOR CUSTOM SASH RATIOS, USE WORST CASE ANCHOR SPACING BETWEEN EQUAL SASH AND 1:2 OR 1;2:1 SASH RATIOS FROM TABLE ABOVE. REFER TO SHEET 1, INSTALLATION NOTES 4-11 FOR ANCHOR TYPE DEPENDENT ON INSTALLATION METHOD AND SUBSTRATE. I— 0o ...".sI 1DO F{,g/}1 AVE "MY AY"O , MM 55M-W% Fl1: fvA)za nw F%: ifiii}2bA-N45 m_ $ o Vm w i 03: Cc, izi bZ uim a w O w <2 a OD m i 4e - C 2 O Z 0 O LIJ c O L CZ x < off+ 3 Z110 DWG #: A WD095 SHEET: 5 OF 9 CONCRETE/MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY & ZX 3 4 13/4' MIN, EDGEWOODSUCKBYOTHERSSTDISTANCE ZX WOOD BUCK By OTHERS 1112' MIN, EMBEDMENT 10 FH WOOD SCREW INSTALLATION ANCHOR MAX EXTERIOR FINISH 5HIM SPACEByOTHERS TWO INSTALLATION ANCHORS (SEE PERIMETER SEALANTSEALANT INSTALL NOTES 7-9, SHEET 1) REQUIRED BY OTHERS THROUGH FRAME AT HEAD ADJACENT TO O.A. WINDOW MEETING STILES, TYPICAL EDGE HEIGHT DISTANCE AND EMBEDMENT REQUIRED. EXCLUDES UNITS 1 36" X 48' INTERIOR 1/4* MAX. I C 'LSEEGLAZING DETAIL INTERIOR SHIM SPACE rA-I\ VERTICAL SECTION HEAD - ZX WOOD SUCK THROUGH FRAME IEXTERIOR OA WINDOW HEIGHT PERIMETER SEALANT BY OTHERS ONE (1) #8 SCREW. PER CLIP,__,,,__ FROMCLIP TO WINDOW FRAME EXTERIOR FINISH—/ BY OTHERS IX WOOD BUCK OPTIONAL) BY OTHERS CAULK BETWEEN/ CONCPJETE/MASONRY & IX _ WOOD SUCK BY OTHERS CONCRETE/MASONRY BY OTHERS SEE GLAZING DETAIL INTERIM Will! i CONTINUOUS Yz- BEAD OF SILICONE ALONG ENTIRE SILL 1/4* MAX, SHIM SPACE 1 1/4' MIN, EMSEDMEW Z' MIN. EDGE DISTANCE VERTICAL SECTION SUL - IX WOOD ON CONCREWMASOMY 101STA"TiON CUP rm- SEE GLAZING DETAIL 3 THREAD PENETRATION BEYOND METAL FRAME 314"MrN. EDGE DISTANCE 10 FH SELF-TAPPI1116 SCREW INSTALLATION ANCHOR METAL SUBSTRATE BY OTHERS EXTERIOR SHEATrN& BY OTHERS EXTOZ104 FINISH BY OTHERS PERIMETER SEALANT BY OTHERS O.A. WINDOW WIDTH HORIZONTAL SECTION 6 JAMB - METAL FRAME SUBSTRATE THROUGH FRAME TWO (2) 3/16- ITW TAPCON INSTALLATION ANCHORS ISEC SHEETS FOR INSTALLATION CUP DETAILS AND ANCHORING REQUIREMENTS. WD FOk^a AIEr W z 3 uj -jczZa3 Z LL ta co i r ;kv- N* 1c'i V, [ Q Z OF 3 THEADS PEI ETRATION BEYOND METAL FRAME SHEATHING METAL STUD BY OTHERS CAULK BETWEEN FIN A METAL STRUCTURE jj EXTERIORFINISH BY OTHERS PERIMETER SEALANT BY OTHERS O.A. WINDOW HEIGHT EXTERIOR 3/4' MIN. EDGE DISTANCE # 8 HWH GRADE 5 SELF-DRILLIN6 INSTALLATION ANCHORS MAX SHIMh SHIM SPACE TWO INSTALLATION ANCHORS {SEE INSTALL NOTES 7-9, SHEET 1) REQUIRED THROUGH FRAME AT V-CAD ADJACENT TO MEETING STILES, TYPICAL EDGE DISTANCE AND EMBEDMENT REQUIRED, EXCLUDES UNITS 1 36' X 48" SEE 6LAZIN6 DETAIL INTERIOR A VERTICAL SECTION HEAD - METAL FRAME 'SUBSTRATE MAIL Fay NAIL FIN/FLANGE IS REVERSIBLE, SEE ORIENTATION DIFFERENCE IN DETAIL A AND B GLAZING DETAIL EXTERIOR INTERIOR CONTINUOUS Y,' BEAD OF O.A. WINDOW SILICONE ALONG ENTIRE SILL HEIGHT IM' MAX. J PERIMETER SEALANT SHIM SPACE 11 BY OTHERS EXTERIOR FINISH 3/4" MIN. EDGE BY OTHERS DISTANCE CAULK BETWEEN FIN A 2X WOOD BUCK 8 PAN HEAD WOOD SCREW 2X WOOD BUCK INSTALLATION ANCHOR BY OTHERS CAULK BETWEEN 1112' MIN. CONCRETE/MASONRY A 2X EMBEDMENT WOOD SUCK BY OTHERS CONCRETE/MASONRY BY OTHERS VERTICAL SECTION 7 SR.L - 2X WOOD SUCK MAIL FIN 3/4' MIN. EDGE DISTANCE 1/4" MAX. SHIM SPACE E WOOD STRUCTURE BY OTHERS PAN HEAD WOOD SCREW INSTALLATION ANCHOR INTERIOR I I/Z" MIN, EMBEDMENT SEE GLAZ" DETAIL J CAULK BETWEEN EXTERIOR FIN A 2X WOOD BUCK EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS f O.A. WINDOW WIDTH ORIZONTAL SECTION lAM$ - WOOD BULK MAX FM s1.sa.s.sep s 10J-WI AYENORT, RAY"T,1 15J ,W% 2E4L155 fXI451)IM-54M m- $ C w H t,ili opHs u' 0 0m E z mom® o 3 yy` o A3 g ZZujHOZa cc o 0 0 NV- # 2! ' i Q , dt •• •- ci . ti r T 3 _:: E vZ 0 Dw& #: AW© 095 SHEET: 7 OF 9 CAULK BETWEEN CONCRETE/MASONRY & ZX WOOD RUCK BY OTHERS CONCRETE/MASONRY ONE (1) #8 SCREW, PER CLIP, FROM CLIP TO WINDOWFRAME 3/4'MIN. EDGE DISTANCE TWO (2) #8 WOOD SCREW BY OTHERS // INSTALLATION ANCHORS PER CLIP 2x WOOD BUCK ---_ BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER SEALANT By OTHERS r(E OA. WINDOW HEIGHT q IEXTERIOR IEXTERIOR O.A WINDOW HEIGHT PERIMETER SEALANTIBYOTHERS ONE (1) #8 SCREW, PER CLIP, FROM CLIP TO WINDOW FRAME EXTERIOR FINISH By OTHERS Ix WOOD BUCK OPTIONAL) BY OTHERS CAULK BETWEEN CONCRETE/MASONRY 6 IX WOOD BUCK BY OTHERS CONCRETE/MASONRY BY OTHERS 11/2"MIN. EMBEDMENT 4'MAX. SHIM SPACE TWO INSTALLATION ANCHORS ESEE NOTES _9 THROUGH ME AT HEAD ADJACENT TO INTERIOR MEETING STILES, TYPICAL EWE DISTANCE AND EMBEDMENT REQUIRED. 5EE GLAZING DETAIL EXCLUDES UNITS i 36- X 48' VERTICAL SECTION HEAD- zX wow UKK INSTA"TWN CUP SEE GLAZING DETAIL CONTrNUOUS,14' BEAD OF SILICONE ALONG ENTIRESILL 1/4'MAX. SHIM SPACE 11/4' MIN. EMBEDMENT Z* MIN EDGE DISTANCE VERTICAL SECTION SIU - 1X WOOD ON CONCRETE/MASONRY IWAUAT10ft CUP INSTALLATION CLIP ANCHOR REQUIREMENTS: WOOD SUBSTRATE: USE TWO #8 PAN HEAD WOOD SCREWS PER CLIP, IN POW NUMBER ONE OF PREDRILLED HOLES SHOWN BELOW METAL SUBSTRATE: USE TWO #6 HWH SMS At4CHOR5 PER CLIP, IN ROW NUMBER ONE OF PREDRrLLED HOLES SHOWN BELOW. CONCRETE/MASONRY: USE TWO Y,6' ITW TAPCON ANCHORS, WITH Ott ----0C EANCHORAZED- IN ROW NUMBER ON AND ONE ANCHOR PLACED INROW NUMBER TWO OF PkEDRILLED HOLES SHOWN BELOW. ANCHORS MUST BE PLACED DIAGONALLY ACROSS THE CLIP. DO NOT INSTALL ANCHORS THROUC44 ROW NUMBER THREE, r- 0. 0.6251,500K 01 0 0 0- 2j 3 INSTALLATION CLIP DETAIL 1 1/4" MIN, EMBEDMENT 1/4* MAX, SHIM SPACE A 2" MIN. EDGE DISTANCE t TWO (2) 3/16' ITW TAPCON INTERIOR INSTALLATION ANCHORS ONE (1) #8 SCREW, PER CLIP FROM CLIP TO WINDOW FRAME TWO (2) 3/16- ITW TAPCON INSTALLATION ANCHORS SEE GLAZING DETAIL CONCRETE/MASONRY By OTHERS EXTERIOR PERIMETER SEALANT BY OTHERS IjjEXTERIORFINISH BY OTHERS O,k WINDOW WIDTH HORIZONTALAUAU I 1411 6. 6-6 ... a I' mT, " — — Z' 6 Lu mcoz " I Z wcLZ c t,;,z Lu 0 U-. P Lo% Lli ! E! V) z DWG AWD095 SHEET: 8 OF INTERIOR SEE 6iAZIW DETAIL SEE GLAZING DETAIL EXTERIOR q ORIZONTAL SECTION fj AC17Yf/PASSIYE MEETING "ILE INTERIOR SEE 6LAZING DETAIL SEE GLAZING DETAIL g ORIZONTAL SECTION AaMISTATiONARY MEETING STILE INTERIOR INTERIORWOODTRIMWOODTRIM EJ SILL FRAME EJ HEAD/JAMB FRAME ALTERNATE EJ FRAME MAY BE USED AS EQUAL ALTERNATE FRAME TYPE 3/4' O.A. INSULATED 6LASS EXTERIOR INTERIOR SILICONE i BACK BEDDING I/Z' SLASS BITE GLAZING DETAIL NOTE GLASS TYPE AND THICKNESS SHALL COMPLY WITH ASTM E13OG 04 GLASS CHART REQUIREMENTS. 1.350' 04b2' 1.175' 1.294' ACTIVE SASH MEETING STILE PASSIVE/STATIONARY SASH MEETING REINFORCEMENT DETAIL STILE REINFORCEMENT DETAIL SASH REINFORCEMENT REQUIREMENTS SIZE REINFORCING REQUIRES STEEL REINFORCEMENT IN UNIT HEI6HT> 54" ACTIVE AND PASSIVE OR STATIONARY SASH MEETING STILES UNIT HEI6HT<54" NOT REQUIRED rlesere•se Aes 100 FOt*fl AW NM11T PMt(07)V4-IIIA FX+4461)tM-.XdS w aom wbe 3 0 o DZ< a _j 3 m 2 o TMo pU95 9 OF 9