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HomeMy WebLinkAbout132 Pinefield DrCITY OF SANFORD BUILDING & FIRE PREVENTION CEIVED PERMIT APPLICATION M2 6 2016 Application No: $ Construction Value: $ _j 1J dv Job Address: '1 ()j f\ o e -w , c, Historic District: Yes ❑ No n Parcel ID: - i 1`51 31 - ts 15 --mm — ©1 c, O Residential 0 Commercial ❑ Type of Work: New ❑ Addition Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: Property Owner Information " - Name �kMA Phone: S— Street: Qt fVt PIP RI(d Resident of property? : c City, State Zip: �1 - bYGQ p ntrglctor Information qq �ffName 1 �Phone: �— %`10,J Street: �� ���Ca k6U1 I Cr Fax: ` 0 p`7 �- � a f City, State Zip: tl JY CLC, 0, C1 ag State License No.: (1,C -JC_ Name: Street: City, St, Zip: Bonding Company: Address: Arch itect/Eng I neer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 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. 1 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 4 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 of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. SIERature of wner/Agent Date U Date Coral Aceyedb NO 'ThRY PUBLIC STATE OF FLORIDA Comm# FF9D1799 Owner/Agent is `PersoMM r Produced ID Type Date at o Date a Acevedo NO ARY PUBLIC —STATE OF FLORIDA Comm # FF901799 sNCE 19�� xpires 7/21/2019 Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [6 Electrical ❑ Mechanical ❑ Plumbing[] Gas❑ Roof ❑ Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads APPROVALS: ZONING:VUTILITIES: 14 COMMENTS: # of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: ENGINEERING: FIRE: BUILDING: 5 6.3�IL Revised June 30, 2015 Permit Application 5/19/2016 SCPA Parcel View: 32-1331-515-0000-0160 JA t Property Record Card 6 1( 1/- r^ Parcel: 32-19-31-515-0000-0160Sm Owner: KLINK HARRY D & SUSAN J sccoouwry Anna Property Address: 132 PINEFIELD DR SANFORD, FL 32771-6816 Parcel Information Parcel 32-19-31-515-0000-0160 OwnerKL+INK HARRY D & SUSAN J Property Address 132 PINEFIELD DR SANFORD, FL 32771-6816 Mailing 1;32,,PINEFIELD DR SANFORD, FL 32771-6816 Subdivision Name CELERY LAKES PHASE 1 Tax District, LSy1;SANFORD DOR Use Code 01 -SINGLE FAMILY Exemptions 00-HOMESTEAD(2013) C. 1 O ' Seminole County GIS Legal Description • LOT 16 CELERY LAKES PHASE 1 PS 62 PGS 75 & 76 Taxes Value Summary Tax Amount without SOH: $1,417.00 2015 Tax Bill Amount $842.26 Tax Estimator Save Our Homes Savings: $574.74 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority 2016 Working Values 2015 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value $96,304 $86,472 Depreciated EXFT Value $1,470 $1,513 Land Value (Market) $23,100 $22,000 Land Value Ag $32,316 County Bonds Just/Market Value " $120,874 $109,985 Portability Adj $139,700 Yes Save Our Homes Adj $38,558 $28,241 Amendment 1 Adj 1054 $124,500 P&G Adj t $0 $0 Assessed Value 1$82,316 1$81,744 Tax Amount without SOH: $1,417.00 2015 Tax Bill Amount $842.26 Tax Estimator Save Our Homes Savings: $574.74 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value I.ExemptValues Taxable Value Page County General Fund $82,316 $50.000 $32.316 Schools $82,316 $25,000 $57,316 City Sanford $82,316 $50,000 $32,316 SJWM(Saint Johns Water Management) $82,316 $50,000 $32,316 County Bonds $82,316 $50,000 1 $32,316 ' Sales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 11/1/2012 07914 0840 $141,500 Yes Improved CORRECTIVE DEED 7/1/2004 05400 1896 $100 No Improved WARRANTY DEED 4/1/2004 05328 1026 $139,700 Yes Improved SPECIAL WARRANTY DEED 12/1/2003 05159 1054 $124,500 1 Yes Improved Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value LOT 1 $23.100.00 1 $23.100 Building Information Is Bed/Bath count incorrect? Click Here Year Built httpJ/parceldetail.scpafl.org/ParcelDetai I lnfo.aspx?PID=32193151500000160 1/2 THIS INSTR�AR Name: Address:. NOTICE OF COMMENCEMENT MARYANNE MORSE, SEMINOLE COUNTY CLERK 01" CIRCUIT COURT In C.OMPTROLLFP BK 3691 P9 167.9 (iPss) CLERK'S : 201605209 RECORDED 05/20/2016 09:53:1.) AM RECORDING FEES $10.00 RECORDED BY hdewlle Permit Number: i OP Parcel ID Number: -0— 15 "- 6660 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 2. GENERAL DESCRIPTION OF 3. OWNER INFORMA Name and address: Interest in property: of the praDertY and Fee Simple Title Holder (if other thaLn owner listed above) Name- 4. ame 4. CONTRACTOR: Na e: —1 14 UA Address: C5 I / W YrVA U4.21 + S. SURETY (If applicable, a copy of the payment bond1r, attached): Name: IMPROVEMENT: 54-lco- Address: Amount of Bond: 6. LENDER: Name: Phone Number: Address: 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)(a)7., Florida Statutes. Name: Phone Number: Address: 8. In addition, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER' ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 84a,.,, --o 9� lel ! lz 41117e (Sig ature of Owner or Lessee, or Owner's or Lessee's (Print Name and Provide Signatory's Title/Office) L;7 fficer/Drector/Partner/Manager) U State of / County of %" The foregol strument as Mefore me this day of by Who Is personally nown tome O OR Na e o arson making statement who has produced of identification produced: @thy Thalia Coral Acevedo Q NOTARY PUBLIC a 'E STATE OF FLORIDA t o �G Comm# FF901799 ,ryHCE}9�0 Expires ?/21/104SIFIEDCOPY -MARYANNE OR CLE K OF TN ' tCl ? COURT MAY 2 0 2016 AN CONT r ROL . SEMINOLE JN .r< DA ev rrttt« DEPUTY CLERK Renewal Quote Susan Klink and Harry Klink C1 durbin, 4072126992 2016 Central FL 101 Kitchen 35 W Window: Double -Hung , 35w x 62h, Equal, Full -Frame, $1,637 62 H Traditional Checkrail, 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 102 Master bedroom 35 W Window: Double -Hung , 35w x 62h, Equal, Full -Frame, $1,637 62 H Traditional Checkrail, 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 102 Master bath 25W Window: Gliding - Double, Gliding, 25w x 24h, 1:1, $1,053 24 H Stationary / Active, Base Frame, Exterior White, Interior White Glass: All Sash: High Performance SmartSun Glass , Obscure Hardware: White Screen: TruScene with Exterior Color Match , Half Screen Grille Style: No Grilles Misc: None 103 Guest bedroom 35 W Window: Double -Hung , 35w x 62h, Equal, Full -Frame, $1,637 62 H Traditional Checkrail, 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 103 Library 47 W Specialty: Circle Top , Circle Segment, 47w x 27h, None, $1,703 27 H Full -Frame, None, Exterior White, Interior White Glass: All Sash: High Performance SmartSun Glass , No Pattern Grille Style: No Grilles Misc: None 105 Front office 36W Window: Double -Hung , 36w x 62h, Equal, Full -Frame, $1,787 62 H Traditional Checkrail, 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: Have to maul together 2 double hungs 106 Front Office 36 W Window: Double -Hung , 36w x 62h, Equal, Full -Frame, $1,787 62 HEl Traditional Checkrail, Exterior White, Interior White Glass: All Sash: High Performance SmartSun Glass , No Pattern Hardware: White Screen: Tru Scene with Exterior Color Match , Full Screen Grille Style: No Grilles Misc: Have to maul together 2 double hungs WINDOWS: 6 PATIO DOORS: 0 SPECIALTY: 1 MISC: 0 TOTAL $11,241 UPDATED: 04/26/16 RECORD COPY REVIEWED FOR CODE COMPUANCE PLANS EXAMINER _ •Z -I - ' DATE SANFORD BUILDING DIVISION A PERMIT 136UED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE ce=04.' Florida Building Code Online Professional a . 1 r FlO(ida DeparMtof SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FSC Staff I SCIS Site Map I Links I Search Busines Professi I 9Product Approval USER: Public User Regulation Product Approval Menu > Product or Application Search > Application List > Application Detail OFFICE OF THE FL # FL19564-RO SECRETARY Application Type New Code Version 2014 Application Status Approved Comments Archived LJ 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 �VILD�^,G' Address/Phone/Email SANFORD Quality Assurance Representative` Address/Phone/Email OSA ��. ARTta Category Windows Subcategory Double Hung #16 ,6 - 15 8 Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer L; Evaluation Report - Hardcopy Received 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 Hermes F. Norero, P.E. PE -73778 Window and Door Manufacturers Association 12/31/2019 Locke Bowden .O Validation Checklist - Hardcopy Received f1[I-i�>tii Standard AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 Year 2005 2008 file:///C:/UsersAhalialDocuments/Product%a20Approvals/Renewal%20by%20A Klerson%20Doublep/o20Hung%a20Producl%a20Approval.html 1/2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Florida Building Code Online 'Method 1 Option D 12/18/2015 12/18/2015 12/21/2015 02/10/2016 02/19/2016 FL # 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 FL19564 RO II AWD096 SS 2015-12-18.Ddf 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, AWD096, and Evaluation FL19564 RO AE PER4089 SS 2015-12-18.Ddf Report, PER4089, 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 FL19564 RO II AWD097 SS 2015-12-18.Ddf 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, AWD097, and Evaluation FL19564 RO AE PER4090 SS 2015-12-18.0f Report, PER4090, for sizes, design pressures, and installation Created by Independent Third Party: Yes requirements. Back Next 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. It you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ®®®® Credit r-ard SAFE fileJIIC:IUsersAhalia/Documents/Product%2OApprovals/Renewal%20by%2OAnderson%20Double%2OHung%2OProduct%a2OApproval.html 212 I ANDERSEN CORPORATION, INC INSTALLATION NOTES. RENEWAL SERIES DOUBLE HUNG WINDOWS 1. INSTALLATION CLIPS' ONE (I) INSTALLATION ANCHOR CUP IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, EACH CLIP IS TO USE TWO (2) INSTALLATION ANCHORS. 2. THROUGH FRAME AND NAIL FIN: ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF t1/2INCH OF THE DEPICTED LOCATION IN THEANCHOR LAYOUT DETAIL (I.E, WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. INSTALLATION CUP. FOR INSTALLATION THROUGH IX BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE TWO (213/J6 INCH HWM ITW TAPCON PER INSTALLATION CUP OF SUFFICIENT LENGTH TO ACHIEVE 1114 INCH MINIMUM EMBEDMENT AND SHALL MAINTAIN MINIMUM 2" EDGE DISTANCE. S. INSTALLATION CUP. FOR INSTALLATION INTO 2X BUCK USE TWO (2) N8 PAN HEAD WOOD SCREWS PER INSTALLATION CUP OF SUFFICIENT LENGTH TO ACHIEVE 1 0INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE AND SHALL MAINTAIN MINIMUM 3/4' EDGE DISTANCE. 6. INSTALLATION CUP: FOR INSTALLATION THROUGH METAL STUD USE TWO (2) N8 HWH GRADE S SELF -DRILLING OR SELF -TAPPING SCREWS PER INSTALLATION CUP OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM PENETRATION BEYOND METAL FRAME SUBSTRATE AND SHALL MAINTAIN MINIMUM 3/4' EDGE DISTANCE. 7. THROUGH FRAME: FOR INSTALLATION INTO ZX BUCK USE 010 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 12/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 8. THROUGH FRAME: FOR INSTALLATION INTO METAL SUBSTRATES USE N10 HLVH GRADE S 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. 9. THROUGH FRAME: FOR INSTALLATION THROUGH IX BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE MASONRY, USE ONE (1) 3/J6INCH ITW TAPCON OF SUFFICIENT LENGTH TO ACHIEVE 11/4 INCH MINIMUM EMBEDMENT AND SHALL MAINTAIN MINIMUM 2" EDGE DISTANCE. IO.NAIL FIN: FOR INSTALLATION INTO 2X BUCK USE 08 PAN HEAD WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/2INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE AND SHALL MAINTAIN MINIMUM 3/4' EDGE DISTANCE. II.NAIL FIN. FOR INSTALLATION INTO METAL SUBSTRATES USE 08 HWH GRADE S SELF ORILUNG OR El T PPING 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, BRICK VENEER, AND SIDING. 13ANSTALLATION 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 OISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. IS.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER 16.INSTALLATION 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 3000 PSI, C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90 0. STEEL- MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 48 MILS (18 GAUGE) E. ALUMINUM - MINIMUM WALL THICKNESS OF X'.6063 -TS ALLOY OR BETTER, FULL FRAME - NON -IMPACT GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS OES16NIO AND MANUFACTURED TO COMPLY WITH THE STH EDITION (2010 FLORIDA BUILDING CODE, EXCLUDING HVHL THE PRODUCT HAS BEEN EVALUATED TO THE FOLLOWING: • AAMA/WDMA/CSA 101/13.2/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 APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IK AND 2X BUCKS (WHEN USED) SHALL REDESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE RUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS OESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE, IF SITE CONDITIONS CAUSE INSTALLATION TO OEVIATE FROM THE REQUIREMENTS DETAILED HEREIN. A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPAR RESISTANCE. 6. WINDOW FRAME MATERIAL: FIBRV* AND PVC. 7. SEE SHEET 3 FOR GLAZING DETAILS. S. OESIGNATIONS'X'ANO'O'STANO FOR THE FOLLOWING: X. OPERABLE PANEL O: FIXEOPANEL DESIGN PRESSURE RATTNB SIZE DESIGN PRESSURE 74' x 7r •20.0 / -200 PSF 47' X 77' •37.0 / -33.0 PSF 48' X 96' •20.0 / -20.0 PSF Digitally signed by Hermes F Norero, P.E. Reason:) am approving this document Date: 2015.12.18 200009 -05'00' .1.99.4"94404 NAVPMr. WM 5904) -KM/ fM C0026 --SCID FY.(W)2M4W TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 6ENERAL6INSTALLATION NOTES 2 - ELEVATIONS 6 ANCHOR LAYOUTS 3 - THROUGH FRAME INSTALLATION DETAILS 6 GLAZING DETAIL 4 - NAIL FIN U45TALLATICN DETAILS 6 REINFORCEMENT REQ'S S - CLIP INSTALLATION DETAILS DESIGN PRESSURE RATTNB SIZE DESIGN PRESSURE 74' x 7r •20.0 / -200 PSF 47' X 77' •37.0 / -33.0 PSF 48' X 96' •20.0 / -20.0 PSF Digitally signed by Hermes F Norero, P.E. Reason:) am approving this document Date: 2015.12.18 200009 -05'00' .1.99.4"94404 NAVPMr. WM 5904) -KM/ fM C0026 --SCID FY.(W)2M4W �W " Vl aim vT < LL' J N u. T m W < J Lu G Z < jL �U UP Lu mmo L Lu F TI D 0 Z OF op F31 UNIT MAX. HEIGHT 72' L31N D UNIT MAX WIDTH 54' uAv n1 n ELEVATION . 54" x 72" MAX. O.C. SPACING CORNER DIST. SEE SCHEDULE SEE SCHEDULE -1 r - r L MAX O C. SPACING J— SEE SCHEDULE CORNER DIST. r SEE SCHEDULE TYPICAL ANCHOR LAYOUT UNIT MAX. WIDTH 48' MAX D.L.O. 42' A A A 3 4 5 MAX C DL.O. g �� 43-1/4• UNIT 0 D O MAX. 3 4 S HEIGHT 96' MAX D.L.O. 'X' 43-1/4' ELEVATION 48" x 96" NOTE: ORIEL, COTTAGE. AND CUSTOM SASH SIZES ARE AVAILABLE UPON REQUEST SUCH THAT THEY DO NOT EXCEED MAX. SASH D1.O. 51ZES SHOWN HEREIN. RENEWAL SERIES DOUBLE HUNG - FULL FRAME ANCHOR SPACING FROM MAX. O.C. MAX. O.C. MAX. O.C. INSTALLATION ac W N aQ^ L m < is _j < ME1H00 CORNERS HEAD SILL JAMBS (IN) (IN) (IN) (IN) NAIL FIN IS 3.5 3.5 3.5 INSTALLATION S N/A N/A 16 CUP THROUGH S N/A N/A 13.5 FRAME NOTES: 1) HEAD AND SILL ANCHORS ARE NOT REQUIRED FOR INSTALLATION CLIP OR THROUGH FRAME INSTALLATION METHODS 2) ANY TYPICAL SUBSTRATE SHOWN HEREIN MAY BE USED AT THE HEAD, JAMBS, OR SIU.. EDGE DISTANCE AND EMBEDMENT SHALL BE AS SPECIFIED IN TYPICAL DETAILS. SEE INSTALLATION NOTES 4-11 FOR ANCHOR SPECIFICATIONS FOR EACH INSTALLATION METHOD. woof 4•009t4 OAVPMr. MH 0.3000-0% IH (631) 264-5W FX(631)2MS10 3 z$ OWa� O< t 06 g at u, c ac W N aQ^ L m < is _j < o G~ZN cic W J4z S4 O Z F Wy�j y m LLI O �� �1 a� V) Z 11111111 I INI XIN2I 0096 I OF 5 6. CAULK BETWEEN SEE GLAZING DETAIL CONCRETE/ MASONRY A 2X WOOD BUCK BY OTHERS ; ,... CONCRETEA 2X WOOD BUCK BY OTHERS BY OTHERS HEIGHT EXTERIOR FINISH 1/4' MAX. SHIM SPACE BY OTHERS BY OTHERS SHIM SPACE EXTERIOR FINISH PERIMETER SEALANT BY OTHERS BY OTHERS IX WOOD BUCK O.A. WINDOW ` HEIGHT EXTERIOR 1 INTERIOR OR CONCRETE BY OTHERS CONCRETE/MASONRY A IX SEE GLAZING DETAIL VERTICAL SECTION q VERTICAL SECTION SILL - IX WOOD ON CONCRETE/MASONRY 3 HEAD - ZX WOOD BUCK THROUGH FRAME THROUGH FRAME SEE GLAZING DETAIL EXTERIOR /INTERIOR 1 p VERTICAL SECTION 3 CHECK RAIL 11116"0 A, INSULATED GLASS EXTERIOR INTERIOR SILICONE BACK BEDDING GLAZING DETAIL NOTE: GLASS TYPE AND THICKNESS SHALL COMPLY WITH ASTM E130044 GLASS CHART REQUIREMENTS. JAMB ANCHOR REQUIREMENTS ONE ANCHOR IS REQUIRED AT EACH JAMB ANCHOR LOCATION SPECIFIED ON ANCHOR LAYOUT. ONE ANCHOR 15 TO BE INSTALLED THROUGH EITHER OF THE TWO TRACKS AT EACH ANCHOR LOCATION SPECIFIED. INTERIOR 7 SEE GLAZING DETAI . ONE (1) #10 GRADE S SELF -DRILLING - INSTALLATION ANCHOR, SEE NOTES ABOVE 1 METAL SUBSTRATE BY OTHERS EXTERIOR (SEE INSTALLATION NOTE #14, SHEET 1) SWEATING BY OTHERS EXTERIOR FINISH BY OTHERS O.A. WINDOW PERIMETER SEALANT BY WIDTH OTHERS ("ORIZONTAL SECTION 3 IAMB • METAL FRAME SUBSTRATE THROUGH FRAME 3 THREAD PENETRATION BEYOND METAL FRAME 3/4' MIN. EDGE CE DISTANCE .1■09.�1•90e40 11t(w)2M3t10 fx(651)mL7W SEE GLAZING DETAIL x M Z EXTERIOR INTERIOR O.A. WINOOW HEIGHT PERIMETER SEALANT 1/4' MAX. BY OTHERS SHIM SPACE EXTERIOR FINISH 02 BY OTHERS jW IX WOOD BUCK O 2 w ma (OPTIONAL) BY OTHERS ' — : PRECAST SILL CAULK BETWEEN OR CONCRETE BY OTHERS CONCRETE/MASONRY A IX WOOD BUCK BY OTHERS g VERTICAL SECTION 3 SILL - IX WOOD ON CONCRETE/MASONRY THROUGH FRAME 11116"0 A, INSULATED GLASS EXTERIOR INTERIOR SILICONE BACK BEDDING GLAZING DETAIL NOTE: GLASS TYPE AND THICKNESS SHALL COMPLY WITH ASTM E130044 GLASS CHART REQUIREMENTS. JAMB ANCHOR REQUIREMENTS ONE ANCHOR IS REQUIRED AT EACH JAMB ANCHOR LOCATION SPECIFIED ON ANCHOR LAYOUT. ONE ANCHOR 15 TO BE INSTALLED THROUGH EITHER OF THE TWO TRACKS AT EACH ANCHOR LOCATION SPECIFIED. INTERIOR 7 SEE GLAZING DETAI . ONE (1) #10 GRADE S SELF -DRILLING - INSTALLATION ANCHOR, SEE NOTES ABOVE 1 METAL SUBSTRATE BY OTHERS EXTERIOR (SEE INSTALLATION NOTE #14, SHEET 1) SWEATING BY OTHERS EXTERIOR FINISH BY OTHERS O.A. WINDOW PERIMETER SEALANT BY WIDTH OTHERS ("ORIZONTAL SECTION 3 IAMB • METAL FRAME SUBSTRATE THROUGH FRAME 3 THREAD PENETRATION BEYOND METAL FRAME 3/4' MIN. EDGE CE DISTANCE .1■09.�1•90e40 11t(w)2M3t10 fx(651)mL7W ul Z aI 3 OF 5 x M Z WCL! <_= of Nu— 02 �M < M AA_i jW K d O 2 w ma �� a� C ul Z aI 3 OF 5 SHEATHING 6 METAL STUD BY OTHERS CAULK BETWEEN FIN 6 METAL STRUCTURE EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS O.A. WINDOW HEIGHT NAIL FIN/FLAN6E IS REVERSIBLE, SEE ORIENTATION DIFFERENCE IN DETAIL A AND 8 3 THEADS PENETRATION BEYOND METAL FRAME 3/4' MIN. EDGE DISTANCE #8 HWH GRADE 5 SELF-DRILLU46 INSTALLATION ANCHORS 1/4' MAX SHIM SPACE a' 1 REINFORCING REQUIRED SIZE ` SEE GLAZING DETAIL EXTERIOR INTERIOR q VERTICAL SECTION 4 HEAD • METAL FRAME SUBSMTE NAIL FIN . UPPER SASH SEE GLAZING DETAIL EXTERIOR 1 INTERIOR p VERTICAL SECTION 4 CHECK RAIL � E:1 4' 1.062' TALL BOTTOM RAIL WOOD (LVL) REINFORCEMENT DETAIL 0.223' CT 0.793' RAIL AND STILE ALUMINUM REINFORCEMENT DETAIL SASH REINFORCEMENT REQUIREMENTS LOCATION REINFORCING REQUIRED SIZE REINFORCING UPPER SASH SASH HEIGHT. 37.8345' REQUIRES ALUMINUM REINFORCEMENT STILES - INSERTED INTO STILE SASH WIDTH. 43.125' . UPPER SASH OR REQUIRES ALUMINUM REINFORCEMENT RAILS SASH WIDTH 136.125* AND INSERTED INTO RAIL SASH HEIGHT. 37,8345' LOWER SASH SASH HEIGHT > 38.9645' REQUIRES ALUMINUM REINFORCEMENT STMES - INSERTED INTO STILE SASH WIDTH -43.125" LOWER SASH OR REQUIRES ALUMINUM REINFORCEMENT RAILS SASH WIDTH t 36.125' AND INSERTED INTO RAM SASH HEIGHT . 38.9645' SASH WIDTH - 43.125' LOWER SASH OR REQUIRES WOOD (LVL) REINFORCEMENT TALL BOTTOM RAR. SASH WIDTH t 36,125' AND INSERTED INTO RAIL SASH HEIGHT, 38,9645' 3/4' MIN. EDGE SEE GLAZING DETAIL 1/4' MAX, DISTANCE 1 EXTERIOR INTERIOR INTERIOR SHIM SPACE WOOD STRUCTURE BY OTHERS #B PAN HEAD WOOD SCREW INSTALLATION ANCHOR O.A. WINDOW 1/4' MAX. � HEIGHT SHIM SPACE 01 PERIMETER SEALANT 11/2' MIN. BY OTHERS 3/4" MIN. EDGE EMBEDMENT DISTANCE SEE GLAZING /w� EXTERIOR FINISH DETAIL BY OTHERS o CAULK BETWEEN CAULK BETWEEN FTN EXTERIOR FIN 6 2X WOOD BUCK 8 2X WOOD BUCK77 EXTERIOR FINISH BY OTHERS 2X WOOD BUCK BY OTHERS :: ; #8 PAN HEAD WOOD SCREW O.A WINDOW PERIMETER SEALANT BY CAULK BETWEEN INSTALLATION ANCHOR WIDTH OTHERS CONCRETE/MASONRY 6 2X 1 MIN. WO00 BUCK BY OTHERS EMBEDMENT CONCRETE/MASONRY C HORIZONTAL SECTION BY OTHERS g VERTICAL SECTION 4 JAMB - WOOD BUCK 4 SILL - 2K WOOD BUCK "AIL FIN NAIL FIN Lr,use�o•oeoul poFou+M.vE aoeni MN1p�T,rN!l001•tlM !N(W)lbs3W Ac(WI=MINI o .n O«u� Ous r ar` wLL5 0OI VI LL d m 64 u3 w _j m w G vX( • tf title 101% c� Mi c�z DW6 #: A W0096 SHEET: 4 o f 5 CAULK BETWEEN CONCRETE/MASONRY CONCRETE/MASONRY 6 2X WOOD BUCK BY OTHERS BY OTHERS 2X WO00 BUCK BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER SEALANT J 1/4' MAX. BY OTHERS ' SHIM SPACE O.A. WINDOW HEIGHT 1/ 1 EXTERIOR \ INTERIOR SEE GLAZING DETAIL q VERTICAL SECTION 5 HEM .2X WOOD BUCK ... ... INSTALLATION CUP , � ti ilk SEE GLAZING DETAIL EXTERIOR 1 INTERIOR p VERTICAL SECTION \13V CHECK RAIL SEE GLAZIN6 DETAIL EXTERIOR 1 l INTERIOR O.A. WINDOW TWO (2) 3/16' ITW TAPCON HEIGHT _ PERIMETER SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS IX WOOD BUCK (OPTIONAL)BY OTHERS CAULK BETWEEN CONCRETE/MASONRY 6 IX WOOD BUCK BY OTHERS CONCRETE/MASONRY BY OTHERS g VERTICAL SECTION 5 SILL • IX WOOD ON CONCRETE/MASONRY INSTALLATON CUP 1/4' MAX r SHIM SPACE INSTALLATION CLIP ANCHOR REQUIREMENTS: WOOD SUBSTRATE: USE TWO #8 PAN HEAD WOOD SCREWS PER CLIP. IN ROW NUMBER ONE OF PREORILLEO HOLES SHOWN BELOW. METAL SUBSTRATE: USE TWO #8 HWH SMS ANCHORS PER CLIP, IN ROW NUMBER ONE OF PREDRILLED HOLES SHOWN BELOW. CONCRETE/MASONRY: USE TWO %," ITW TAPCON ANCHORS, WITH ONE ANCHOR FUMOT IN ROW NUMBER ONE AND ONE ANCHOR PLACED IN ROW NUMBER TWO OF PREDRILLED HOLES SHOWN BELOW. ANCHORS MUST BE PLACED DIAGONALLY ACROSS THE CLIP. s��s77 6.500' 1.500" 1 2 1 Pn.--o o O0.625' t.zsr 1 2 3 INSTALLATION CLIP DETAIL 1 1/4' MIN. 0 1W FOURW AVE OpM 9AW02r, W !700.)•1•% M (W)"Amo Fx (6m)nA.3m Zo �^ � ti f.1 � wiR 2' MIN. EDGE �'•' � H 4g u�o o �nLL< F wad_ 3 YW d m W � atov TWO (2) 3/16' ITW TAPCON 1 1/4' MIN. 0 EMBEDMENT 1/4' MAX. Z SHIM SPACE O o 2' MIN. EDGE �'•' � H 4g DISTANCE • > G (.V INTERIOR TWO (2) 3/16' ITW TAPCON INSTALLATION ANCHORS „• �I 111 . ` 1j� ONE (1) #8 SCREW. PER CLIP. • \ Q ' FROM CLIP TO WINDOW FRAME �J • B n AA CONCRETE/MASONRY \ BY OTHERS • PERIMETER SEALANT EXTERIOR % �Ld ••• BY OTHERS, " • Papp EXTERIOR FINISHL SEE GLAZING DETAIL���1111 �ly IEI111``,`` BY OTHERS O.A. WINDOW WIDTH � m T %m <+ � N co � i o� C ORIZONTAL SECTION DW& #-- JAMB - CONCRETE/MASON" A WD096 INSTALLATION CUP SHEET: 5 OF 5 5(23/2016 , Florida Building Code Online FAR fRJllt� De(1af0712f1td BUS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I SCIS Site Map I Links I Search I 'u' nes Professi ( 9Product Approval USER: Public User Regulation Product Approval Menu > Product or App1lca[Ion Search > Application List > Application Detail OFFICE OF THE FL # FL19563-RO SECRETARY _ Application Type New Code Version 2014 Application Status Approved Comments Archived L 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 # 1 6- 1 5 1 8 Quality Assurance Representative 0Np-MV, Address/Phone/Email SANFORD Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Hermes F. Norero, P.E. the Evaluation Report Florida License PE -73778 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 12/31/2019 Validated By Locke Bowden (+ Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By I Sections from the Code FL19563 RO COI COI Andersen SS 2015-08-31.pdf Standard AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 Year 2008 2011 file:///C:/UsersRhalia/Documents/Product%20Approvals/Renewal%a20by%20Andersona/o20Slider%20Product%20Approval.html 1/2 ,5/23/2016 I , Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised ov rrooucts Florida Building Code Online Method 1 Option D 12/18/2015 12/18/2015 12/21/2015 02/10/2016 02/19/2016 FL # Model, Number or Name Description 19563.1 Renewal Series Renewal Glider Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL19563 RO II AWD095 SS 2015-12-18.odf 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, AWD095, and Evaluation FL19563 RO AE PER4088 SS 2015-12-18.Ddf Report, PER4088, for sizes, design pressures, and installation Created by Independent Third Party: Yes requirements. Back Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Coovnaht 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 mall to this entity. Instead, contact the office by phone or by traditional mall. 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 click hie . Product Approval Accepts: ®®� CreditSi4FE file:///CJUsersAhalia/Documents/Product%2OApprovals/Renewal%20by%a2OAnderstm%a20Slider%2OProduct%2OApproval.html 2/2 INSTALLATION NOTES: 1. INSTALLATION CUPS: ONE (1) INSTALLATION ANCHOR CLIP IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, EACH CUP IS TO USE TWO (2) INSTALLATION ANCHORS, 2. THROUGH FRAME AND NAIL FIN: ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. UNLESS OTHERWISE NOTED 3. INSTALL INDIVIDUAL INSTALLATIONANCHORS WITHIN A TOLERANCE OF 21/21NCHOF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT OETAIL (I E. WITHO(/rCONSIOERA NON OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATIONANCHOR TO THE NEXT. 4. INSTALLATION CUP: FOR INSTALLATION THROUGH IX BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETH/MASONRY, USE TWO (2) 3116 INCH HWM ITW TAPCON PER INSTALLATION CUP OF SUFFICIENT LENGTH TO ACHIEVE 1114 INCH MINIMUM EMBEDMENT AND SHALL MAINTAIN MINIMUM 2' EDGE DISTANCE. S. INSTALLATION CUP-. FOR INSTALLATION INTO 2X BUCK USE TWO (2) N8 PAN HEAD WO00 SCREWS PER INSTALLATION CUP OF SUFFICIENT LENGTH TO ACHIEVE 1 1/2INCH MINIMUM EMBEDMENT INTO WO00 SUBSTRATE AND SHALL MAINTAIN MINIMUM 3/4' EDGE DISTANCE. 6. INSTALLATION CUP: FOR INSTALLATION THROUGH METAL STUD USE TWO (2) 48 HWM GRADE S SELF -DRILLING OR SELF -TAPPING SCREWS PER INSTALLATION CUP OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM PENETRATION BEYOND METAL FRAME SUBSTRATE AND SHALL MAINTAIN MINIMUM 3/1' EDGE DISTANCE. 7. THROUGH FRAME: FOR INSTALLATION INTO 2X BUCK USE RIO WO00 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE I L12 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE AND SHALL MAINTAIN MINIMUM 3/4' EDGE DISTANCE. S. THROUGH FRAME. FOR INSTALLATION INTO METAL SUBSTRATES USE 010 GRADE S SELF-ORILLING - A IN REWS OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM PENETRATION BEYOND METAL FRAME SUBSTRATE AND SWILL MAINTAIN MINIMUM 3H' EDGE DISTANCE. 9. THROUGH FRAME: FOR INSTALLATION THROUGH IX BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY. USE ONE (1) 3116 INCH ITW TAPCON OF SUFFICIENT LENGTH TO ACHIEVE 11/4 INCH MINIMUM EMBEDMENT AND SHALL MAINTAIN MINIMUM 2- EDGE DISTANCE. 10.NAN FIN: FOR INSTALLATION INTO 2X BUCK USE 98 PAN HEAD WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE I In INCH MINIMUM EMBEDMENT INTO WO00 SUBSTRATE AND SHALL MAINTAIN MINIMUM 3N' EDGE DISTANCE. 11.NAIL FIN: FOR INSTALLATION INTO METAL SUBSTRATES USE O8 HWH GRADE S SELF.ORILUNG OR EPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM PENETRATION BEYOND METAL FRAME SUBSTRATE AND SHALL MAINTAIN MINIMUM 314' EDGE DISTANCE. 12.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES. INCLUDING BUT NOT LIMITED TO STUCCO, FOAM• BRICK VENEER. AND SIDING. !),INSTALLATION 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, 00 NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. IS INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 16.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE USED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES. A. W000 - MINIMUM SPECIFIC GRAVITY OF 0 SS. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90 0. STEEL - MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 48 MILS (I8 GAUGE). E. ALUMINUM - MINIMUM WALL THICKNESS OF %-, 6063 -TS ALLOY OR BETTER. ANDERSEN CORPORATION. INC RENEWAL SERIES GLIDER WINDOW NON -IMPACT GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE STH EDITION (2014) FLORIDA BUILDING CODE, EXCLUDING HVHL THE PRODUCT HAS BEEN EVALUATED TO THE FOLLOWING: • AAMA/WOMA/CSA 101/15.2/A44048/11 2. AOEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X AND METAL STUD FRAMING AS A MAIN WINO FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. a, 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 LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL' ROREXO AND PVC 7. SEE SHEET 9 FOR GLAZING DETAILS. S. DESIGNATIONS 'X'ANO'O'STANOFOR THE FOLLOWING: X: OPERABLE PANEL O: FIXED PANEL .4.0ows-01014 N4 (651)2µ5n0 Tk.(651)26-4-0 Digitally signed by Hermes F Norero, P.EV A W DO Reason: l am approving this document SHEET: Date: 2015.12.18195&55-05'00 1 OF TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION I - GENERAL 6 INSTALLATION NOTES 2 - ELEVATIONS 3 - ELEVATIONS (2) 4 XO AND )0( ANCHOR LAYOUTS 5 - XOX ANCHOR LAYOUTS 6 THROUC 4 FRAME INSTALLATION DETAILS 7 - NAIL FTN INSTALLATION DETAILS a CLIP INSTALLATION DETAILS 9 INTERMEDIATE MEMBERS. REINFORCEMENT REQUIREMENTS AND GLAEM DETAIL .4.0ows-01014 N4 (651)2µ5n0 Tk.(651)26-4-0 Digitally signed by Hermes F Norero, P.EV A W DO Reason: l am approving this document SHEET: Date: 2015.12.18195&55-05'00 1 OF DESIGN PRESSURE RATING SME CONFIGURATION DESI6NPRESSURE SASH WIDTH RATIO 72'X80' XO •400 / -40.0 PSF 1.1 96' X 54' XO •40.0 / -40.0 PSF 1:1 96' X 72' XO •400 / -40.0 PSF 1:1 t08'X 54' XO •250/-250 PSF 1:2 108' X 72' XO •20.0 / -20.0 PSF 1:2 56'X80' XO •40.0 / 40.0 PSF 1:2 74'X54' XO •400/-400 PSF 1:2 74'X72• XO •350/-350 PSF 1:2 46' X 48' XX •40.0 / -400 PSF 1:1 72' X 80' XX •30.0 / -30.0 PSF 1:1 96' X 54' XX •35.0 / -35.0 PSF 1:1 96' X 60' XX •35.0 / -35.0 PSF 1:1 96' X 72' XX •20.0 / -200 PSF 1:1 144' X 54' XOX •30.0 / -30.0 PSF 1.1.1 IN' X 72' XOX •250 / -250 PSF 1:1:1 B4' X 60' XOX •40.0 / -400 PSF 1:1.1 84'X80' XOX •35.0 / -35.0 PSF 1:1:1 IM' X 54' XOX •30.0 / -30.0 PSF T 1:2:1 144' X 72' XOX •25.0 / -250 PSF 1:2:1 84' X 60' XOX •40.0 / -40.0 PSF 1:2:1 84' X 80' XOX •35.0 / -350 PSF 1:23 .4.0ows-01014 N4 (651)2µ5n0 Tk.(651)26-4-0 Digitally signed by Hermes F Norero, P.EV A W DO Reason: l am approving this document SHEET: Date: 2015.12.18195&55-05'00 1 OF UNIT A MAX. G HEIGHT HE 72• UNIT MAX. �WIOTH96'� u.v ni n uw ni n UNIT MAX. MAX. O.L.O. HEIGHT HEIGHT 72• 65• ELEVATION 96' X 72" xo UNIT 1:1 SASH RATIO UNIT MAX. WIDTH %" MAX. 0.1-0. MAX. D.L.O. 4315/16' � � 43 15/l6' ELEVATION 96" x 72" XX UNIT 1:1 SASH RATIO UNIT MAX. WIDTH IDB• MAX. D.LO. MAX. O.L.O. 33 5/16' � � 6 6 3/�8' 9 UNIT MAX MAX. 0.1-0. HEIGHT HEIGHT 72• 65' UNIT MAX. WIDTH 72• MAX. D.LO. MAX. DA.O. 31 15/16• 1 r 3115/16' A A A 6 7 tf C A UNIT MAX 6 9 MAX. D.L.O. HEIGHT HEIGHT 80' 73' •X• •x• ELEVATION 72" X BO" XX UNIT 1:1 SASH RATIO WINPOWO.00000 m(63q26&5w FX V) Z 1-4 z W '^ CL o J°neo, l* a��?Nk �,s( O• v' g lL F E con � r 5. ts tllkz DW& #: A WC)095 SHEET: 2 OF 9 a � T Ztt+ i 'J h wiwr % at W Q LL 3 a ZZ, 40 cut fez j Lu i m LLl 0 m ui/y at �^ V) Z 1-4 z W '^ CL o J°neo, l* a��?Nk �,s( O• v' g lL F E con � r 5. ts tllkz DW& #: A WC)095 SHEET: 2 OF 9 UNIT MAX. WIDTH 84- MAX. MAX. MAX. D.L.o. I D.L.O. 0.1.0. 24 5/8• 24 5/8' 24 5/8' A A A 6 7 8 � 9 s 8 9 9 UNIT MAX. MAX. D L.O. NET6HT HEIGHT X. •O• •X• 80' 73' HE ELEVATION 84" X 80" XOX UNIT 1:1:1 SASH RATIO ELEVATION 84" X 80" XOX UNIT 1:2:1 SASH RATIO UNIT MAX. MAX. D.L.O. HEIGHT HEIGHT 72' 65' UNIT A MAX. 0 HEIGHT HE 72' UNIT MAX, WIDTH 144• MAX. D.LO. MAX. D.L.O. MAX. D.t..O. 644 5/6' 44'5/'i* � � 44 5/8' ELEVATION 144• X 72' XOX UNIT 1:1:1 SASH RATIO UNIT MAX, WIDTH 144" ELEVATION 144" X 72" XOX UNIT 1:2:1 SASH RATIO �leee��•OOOe� M)65I)2w550 M(554)26.8409 w .■ O W D \ 'l 01 LLO ^ F `gZ 0 DWG, #: A WD095 SHEET: 3 OF 9 m X n W j Z .r «O< Wul J wO y �v� w .■ O W D \ 'l 01 LLO ^ F `gZ 0 DWG, #: A WD095 SHEET: 3 OF 9 MAX. O.C. SPACING SEE SCHEDULE CORNER DIST. SEE SCHEDULE TI, 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 MEETL46 STILE CORNER DIST. SEE SCHEDULE TYPICAL ANCHOR LAYOUT XO OR OX GLIDER 1:1 SASH RATIO TWO INSTALLATION ANCHORS (SEE MAX. O.C. SPACING INSTALL NOTES 7.9, SHEET 1) AT SEE SCHEDULE MEETING STILE END LOCATIONS THROUGH HEAD, SPACED 2.5' ON CORNER DIST. EACH SIDE OF MEETING STILE SEE SCHEDULE r I MAX. O.C. SPACING SEE SCHEDULE T CORNER DIST, - SEE SCHEDULE TYPICAL ANCHOR LAYOUT XO GLIDER ALL METHODS OF INSTALLATION 1:2 SASH RATIO REQUIRE A CONTINUOUS J4• BEAD OF SILICONE BELOW THE SILL RENEWAL SERIES GLIDER ANCHOR SPACING NI (Hg1M�l00 IlI: (6S1)1••4�tl FROM MAX O.C. MAX O.C. MAX O.C. INSTALLATION V< < < CONFIG. 3 0 t CORNERS HEAD SILL JAMBS a <0 METHOD (IN) (IN) (IN) (IN) 0 Ir - NAILFIN 3.5 3.5 3.5 3.5 INSTALLATION c O =CUP 5.5 15.25 15.25 16 V X !!SEE ^' TMRA�" 5.5 10.125 15.25 NOTES O F NAILFIN 3.5 3.5 3.5 3.5 G o = INSTALLATION 5.5 15 15 16 bCUP OIRAMEH x rJSEE ~ 5.5 11.25 17.25 NOTES W NAILFIN 3.5 3.5 3.5 3.5 0 INSTALLATION = x CUP 5.5 14.5 14.5 16 0 .• SEE x~: TM" 5RAME.5 10.375 21.5 NOTES c 0 NAILFIN 3.5 3.5 3.5 3.5 O INSTALLATION 5.5 12.125 12.125 16 x CUP O w THROUGH SEE FRAME 5 5 10.5 NOTES 22 INSTALLATION NOTES: • FOR THROUGH FRAME INSTALLATIONS. PRODUCT COMES WITH PRE -DRILLED INSTALLATION ANCHOR HOLES. USE ALL PRE -DRILLED HOLES WHEN INSTALLING. IF AFTER PUCING ANCHORS THROUGH ALL PRE -DRILLED HOLES THE MAXIMUM SPACING REQUIREMENTS IN THE ABOVE TABLE ARE NOT MET, ADD ADDITIONAL ANCHORS INSTALLED THROUGH THE FRAME TO MEET SPACING REQUIREMENTS. • FOR THROV614 FRAME INSTALLATIONS, INSTALLATION CLIPS MUST BE USED AT THE SILL IN LIEU OF FASTENERS THROUGH FRAME, SPACED IN ACCORDANCE WITH THE INSTALLATION CLIP SPACING REQUIREMENTS L 15TED IN 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-I1 FOR ANCHOR TYPE DEPENDENT ON INSTALLATION METHOD AND SUBSTRATE. w•..ew...00.. 4T•p.Ta Kmw .wft NI (Hg1M�l00 IlI: (6S1)1••4�tl � R N V � T V< < < �m� m z<m ; Hm 3 0 t 0 w0< j x xR < ui O L a a <0 z 0 OF 9 CORNER DIST. r SEE SCHEDULE MAX. O.C. SPACING SEE SCHEDULE I J-. CORNER DIST. SEE SCHEDULE TWO INSTALLATION ANCHORS (SEE INSTALL NOTES 7-9, SHEET 1) AT MEETING STILE END LOCATIONS THROUGH HEAD. SPACED 2.5" ON MAX O.C. SPACINGEACH SIDE OF MEETING STILE SEE SCHEDULE TYPICAL ANCHOR LAYOUT XOX GLIDER 1:1:1 SASH RATIO MAX. O.C. SPACING SEE SCHEDULE CORNER DIST. [- SEE SCHEDULE I MAX. O.C. SPACING SEE SCHEDULE TWO INSTALLATION ANCHORS (SEE INSTALL NOTES 7.9, SHEET 1) Al MEETING STILE END LOCATIONS THROUGH HEAD, SPACED 2.5" ON EACH SIDE OF MEETING STILE TYPICAL ANCHOR LAYOUT XOX GLIDER 1:2:1 SASH RATIO RENEWAL SERIES GLIDER ANCHOR SPACING CORNER DIST, FROM SEE SCHEDULE MAX O.C. ALL METHODS OF INSTALLATION REQUIRE A CONTINUOUS )4" BEAD OF N SILICONE BELOW THE SILL < omup <mz<m; TWO INSTALLATION ANCHORS (SEE INSTALL NOTES 7.9, SHEET 1) Al MEETING STILE END LOCATIONS THROUGH HEAD, SPACED 2.5" ON EACH SIDE OF MEETING STILE TYPICAL ANCHOR LAYOUT XOX GLIDER 1:2:1 SASH RATIO RENEWAL SERIES GLIDER ANCHOR SPACING m R FROM MAX O.C. MAX O.C. MAX O.C. INSTALLATION N o < omup <mz<m; CONFIG. CORNERS HEAD SILL IAMBS O N METHOD V N up m (IN) (IN) (IN) (IN) O NAILFIN 3.5 3.5 3.5 3.5 F INSTALLATION 5.5 15.25 15.25 16 0 0 = CUP THROUGH xSEE ~ 5.5 1Q 125 15.25 NOTES F NAIL FIN 3.5 3.S 3.5 3.5 INSTALLATION O 5.5 15 15 16 L7 X CUP TFRAMEH SEE !! •+ 5.5 11.25 17.25 NOTES a F NAILFIN 3.5 3.5 3.5 3.5 o Ll INSTALLATION = is CUP 5.5 14.5 14.5 16 O .. THROUGH SEE '` ~, 5.5 IM375 NOTES 21.5 0 NAILFIN 3.5 3.5 3.5 3.5 = INSTALLATION 5.5 12.125 12.125 16 s CUP O .■ THROUGH SEE x r FRAME 5.5 1Q5 NOTES 22 INSTALLATION NOTES: • FOR THROUGH FRAME INSTALLATIONS, PRODUCT COMES WITH PRE -DRILLED INSTALLATION ANCHOR HOLES, USE ALL PRE-ORMLED HOLES WHEN INSTALLING. IF AFTER PLACING ANCHORS THROUGH ALL PRE -DRILLED HOLES THE MAXIMUM SPACING REQUIREMENTS IN THE ABOVE TABLE ARE NOT MET, ADD ADDITIONAL ANCHORS INSTALLED THROUGH THE FRAME TO MEET SPACING REQUIREMENTS. • FOR THROUGH FRAME INSTALLATIONS, INSTALLATION CLIPS MUST BE USED AT THE SILL IN LIEU OF FASTENERS THROUGH FRAME, SPACED IN ACCORDANCE WITH THE INSTALLATION CLIP SPACING REQUIREMENTS LISTED IN THE ABOVE TABLE. • FOR CUSTOM SASH RATIOS, USE WORST CASE ANCHOR SPACING BETWEEN EQUAL SASH AND l: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. .1.00.6.00060 IODFOURWAYE" H1'P02T. AW=W.WU wi '63026•.513* rx 16w>i6&3w O .■ m R N n T V 7* Y n LL N o < omup <mz<m; w w o x w 405 -ic at u i o[ O N �o< a< m ui D V N up m O .■ )W6 #: AWD095 SHEET: 5 OF A LL F .���,,�y•* PRS```` f Z O N V N )W6 #: AWD095 SHEET: 5 OF A CONCRETE/MASONRY BY OTHERS CAVLK BETWEEN CONCRETE/ MASONRY 6 2X 3/4• MIN. EDGE WOOD BUCK BY OTHERS r DISTANCE 2X WOOD BUCK BY OTHERS 1 1/2• MIN. EMBEDMENT #l0 WOOD SCREW INSTALLATION ANCHOR EXTERIOR FINISH 1/4• MAX, BY OTHERS SHIM SPACE PERIMETER SEALANT TWO INSTALLATION ANCHORS (SEE BY OTHERS INSTALL NOTES 7-9. SHEET 1) REQUIRED O.A, WINDOW THROUGH FRAME AT HEAD ADJACENT TO HEIGHT MEETING STILES, TYPICAL EDGE DISTANCE AND EMBEDMENT REQUIRED EXTERIOR l INTERIOR SEE GLAZING DETAIL IM MAX. - .. INTERIOR SHIM SPACE q VERTICAL SECTION SEE GLAZING DETAIL a 6 HEAD - 2x WOOD SUCK THROUGH FRAME EXTERIOR O.A. WINDOW HEIGHT PERIMETER SEALANT BY OTHERS ONE (1) #8 SCREW, PER CLIP,. FROM CLIP TO WINDOW FRAME EXTERIOR FINISH BY OTHERS 1X WOOD BUCK (OPTIONAL)BY OTHERS CAULK BETWEEN / CONCRETE/MASONRY 6 IX J WOOD BUCK BY OTHERS CONCRETE/MASONRY BY OTHERS SEE GLAZING DETAIL 1/ INTERIOR CONTINUOUS W BEAD OF SILICONE ALONG ENTIRE SILL 1/4' MAX. I r SHIM SPACE 1 11/4" MIN. TI EMBEDMENT 2• MIN EDGE DISTANCE g - VERTICAL SECTION 6 SILL - Ix WOOD ON CONCRETE/MASONRY INSTALLATION QIP \ J C21 EXTERIOR O.A. WINDOW WIDTH TWO (2) 3/16• ITW TAPCON INSTALLATION ANCHORS SEE SHEET 8 FOR INSTALLATION CLIP DETAILS AND ANCHORING REQUIREMENTS. 3 THREAD PENETRATION BEYOND METAL FRAME _ 3/4• MIN. EDGE DISTANCE woo♦owl•♦ooaa =F"TNAVENMTH 4YFplT••Nmmt. FN (6302* 7Uw Fx.(651)26.*m C ORIZONTAL SECTION 6 IAMB - METAL FRAME SUBSTRATE THROUGH FRAME LL DN R IA x I�Z I DWG #: A W0095 SHEET., 6 OF M R o V Z Z Q co m ; u,c Z v~� G Gil e �5, & Z � �i c i a y co 40 u C ORIZONTAL SECTION 6 IAMB - METAL FRAME SUBSTRATE THROUGH FRAME LL DN R IA x I�Z I DWG #: A W0095 SHEET., 6 OF #10 SELF -DRILLING SCREW INSTALLATION ANCHOR N Z METAL SUBSTRATE BY OTHERS Q (SEE INSTALLATION NOTE #14, SHEET 1) 1-4O SHEATING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY W W OTHERS ot G C ORIZONTAL SECTION 6 IAMB - METAL FRAME SUBSTRATE THROUGH FRAME LL DN R IA x I�Z I DWG #: A W0095 SHEET., 6 OF 3 THEADS PENETRATION BEYOND METAL FRAME SHEATHING 6 METAL STUD BY OTHERS CAULK BETWEEN FIN 6 METAL STRUCTURE EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS O.A. WINDOW HEI6HT 1 EXTERIOR \ 3/4• MIN. EDGE DISTANCE 08 HWH GRADE 5 SELF -DRILLING INSTALLATION ANCHORS 1/4' Li SHIM MSP SHIM SPACE TWO INSTALLATION ANCHORS (SEE INSTALL NOTES 7-9, SHEET 1) REQUIRED THROUGH FRAME AT HEAD ADJACENT TO MEETING STALES, TYPICAL EDGE DISTANCE AND EMBEDMENT REQUIRED SEE GLAZING DETAIL INTERIOR q VERTICAL SECTION' 7 HEAD • METAL FRAME SUBSTRATE NAR. FIN NAA. FIN/FLANGE IS REVERSIBLE, SEE ORIENTATION DIFFERENCE IN DETAIL A AND B SEE GLAZING DETAIL INTERIOR v4• MAx. SHIM SPACE 3/4• MIN. EDGE DISTANCE WOOD STRUCTURE BY OTHERS #8 PAN HEAD WOOD SCREW INSTALLATION ANCHOR 0 1 V2• MIN. EMBEDMENT SEE GLAZING DETAIL T CAULK BETWEEN EXTERIOR FIN 6 2X WOOD BUCK EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS O.A. WINDOW WIDTH C HORIZONTAL SECTION 7 IAMB - WOOD BUCK NAIL FIN .1.0...•..•u M (63u 26&dg0 FX (651) Z644443 w O LL F R Pao `"o; I EXTERIOR otv F INTERIOR 1 1� \ CONTINUOUS )f• BEAD OF O.A. WINDOW SILICONE ALONG ENTIRE SILL HEIGHT • • 1/4• MAX PERIMETER SEALANT SHIM SPACE BY OTHERS 1 EXTERIOR FINISH 3/4• MAV. EDGE BY OTHERS DISTANCE CAULK BETWEEN FIN 6 2X WO00 BUCK ;' •` #8 PAN HEAD WOOD SCREW 2X WOOD BUCK INSTALLATION ANCHOR BY OTHERS CAULK BETWEEN 11/2, MIN CONCRETE/MASONRY 6 2X EMBEDMENT WOOD BUCK BY OTHERS CONCRETE/MASONRY BY OTHERS 179 VERTICAL SECTION SILL - 2K WOOD BUCK NAIL FIN INTERIOR v4• MAx. SHIM SPACE 3/4• MIN. EDGE DISTANCE WOOD STRUCTURE BY OTHERS #8 PAN HEAD WOOD SCREW INSTALLATION ANCHOR 0 1 V2• MIN. EMBEDMENT SEE GLAZING DETAIL T CAULK BETWEEN EXTERIOR FIN 6 2X WOOD BUCK EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS O.A. WINDOW WIDTH C HORIZONTAL SECTION 7 IAMB - WOOD BUCK NAIL FIN .1.0...•..•u M (63u 26&dg0 FX (651) Z644443 w O LL F R Pao `"o; I W m i - F otv F DW6 #: A W0095 OF ONE (1) 08 SCREW, PER CLIP, INSTALLATION CLIP ANCHOR REQUIREMENTS: maerw FROM CLIP TO WINDOW FRAME WOOD SUBSTRATE: USE TWO #8 PAN HEAD WOOD SCREWS PER CLIP. CAULK BETWEEN 3/4' MIN. EDGE IN ROW NUMBER ONE OF PREDRILLED HOLES SHOWN BELOW. CONCRETE/MASONRY 6 2X DISTANCE 7m WOOD BUCK BY OTHERS METAL SUBSTRATE: USE TWO #8 HWH SMS ANCHORS PER CLIP, IN CONCRETE/MASONRY TWO (2) #8 WOOD SCREW ROW NUMBER ONE OF PREORILLEO HOLES SHOWN BELOW. .0.00.6-0000 e 8Y OTHERS INSTALLATION ANCHORS PER CLIP W FOUM AVENMM eAVPMT.11N "=•tele 2X WOOD BUCK' • CONCRETE/MASONRY: USE TWO i(e' trw TAPCON ANCHORS, WITH "1 lal)leL7170 FX•INI)2e••elQ BY OTHERS ANCHOR PLAMY IN ROW NUMBER ONE AND ONE ANCHOR PLACED EXTERIOR FINISH 1112' MIN. IN ROW NUMBER TWO OF PREDRILLED HOLES SHOWN BELOW. EMBEDMENT ANCHORS MUST BE PLACED DIAGONALLY ACROSS THE CLIP. a BY OTHERS $ PERIMETER SEALANT J 00 NOT INSTALL ANCHORS THROUGH ROW NUMBER THREE. 3 �j a 1/4' MAX. el d O.A. WINDOW BY OTHERS SHIM SPACE d � HEIGHT TWO INSTALLATION ANCHORS (SEE 6.500' ' f± T to m INSTALL NOTES 7-9, SHEET 1) REQUIRED 1 mmr— THROUGH FRAME AT HEAD ADJACENT TO tu EXTERIOR ` INTERIOR MEETING STILES, TYPICAL EDGE 1.500' offl=0.6�25' W w H , 7 < DISTANCE AND EMBEDMENT REQUIRED O oV m w o SEE GLAZING DETAILui 1.287' 1 2 3 q VERTICAL SECTION INSTALLATION CLIP DETAIL k.�- HEAD - 2X WOOD BUCK INSTALLATION CLP EXTERIOR O.A. WINDOW HEI614T 1 PERIMETER SEALANT BY OTHERS ONE (1) #8 SCREW. PER CLIP, FROM CLIP TO WINDOW FRAME EXTERIOR FINISH BY OTHERS IX WOOD BUCK (OPTIONAL) BY OTHERS CAULK BETWEEN SEE GLAZING DETAIL / INTERIOR CONTINUOUS )f' BEAD OF SILICONE ALONG ENTIRE SILL 1/4' MAX. I r SHIM SPACE • 1 11/4' MIN. TF EMBEDMENT CONCRETE/MASONRY 6 IX 2' MIN. EDGE I - WOOD BUCK BY OTHERS:/ DISTANCE CONCRETE/MASONRY BY OTHERS VERTICAL SECTION 8 SILL - IX WOOD ON CONCRETE/MASONRY INSTALLATION CUP 1 U4' MIN. EMBEDMENT 1/4" SHIM SPACE 2' MIN EDGE DISTANCE TWO (2) 3/16' I'TW 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 ". m BY OTHERS EXTERIOR PERIMETER SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS O.A. WINDOW WIDTH (T)HORIZONTAL SECTION JAMS -OONCRETE/MASONRY INSTALLATION CUP z 41 DWG #: AW0095 SHEET, 8 of 9 SEE GLAZING INTERIOR EXTERIOR GLAZING DETAIL A ORIZONTAL SECTION 9 ACTIVE/PASSIVE MEETING STILE INTERIOR SEE GLAZING DETAIL SEE GLAZING DETAIL EXTERIOR g ORIZONTAL SECTION 9 ACTIVE/STATIONARY MEETING STILE 3/4.O.A. INSULATED �►o ^rw •wE HoaTM GLASS 4nrro.r, rN mw•ION PH (651) 26 . w FX (491i:4..Ya EXTERIOR INTERIOR � O Z4§ ^ SILICONE BACK BEDDING --k�' 3 a 1/2' GLASS < uj J T 7 < m { azz F � � �wQ W maDO C GLAZING DETAIL d a^ NOTE. GLASS TYPE AND THICKNESS SHAH < COMPLY WITH ASTM E1300-04 O GLASS CHART REQUIREMENTS. T m Z -+ 0.462' O 0 91.330' 1.175 �j 1.294• --�W gx O ACTIVE SASH MEETING STILE PASSIVE/STATIONARY SASH MEETING REINFORCEMENT DETAIL STILE REINFORCEMENT DETAIL SASH REINFORCEMENT REQUIREMENTS SIZE REINFORCING REQUIRES STEEL REINFORCEMENT IN UNIT HEIGHT > 54' ACTIVE AND PASSIVE OR STATIONARY SASH MEETING STILES UNIT HEIGHT, 54' NOT REQUIRED in NlZ I WG #: A WD095 4EET: 9 OF 9 Page 1 of 2 Comments ArchivedEl Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 02/19/2016v. date. set to reapply per A. Barstad. zb.02/23/16 Andersen Corporation 100 Fourth Avenue North Bayport, MN 55003 (651) 264-5308 alan.barstad@AndersenCorp.com Alan Barstad alan. barstad*AndersenCorp.com Windows Fixed Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Hermes F. Norero, P.E. the Evaluation Report Florida License PE -73778 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 12/31/2019 Validated By Locke Bowden 2 Validation Checklist - Hardcopy Received Certificate of Independence FL19562 R1 COI COI Andersen SS 2015-08-31.Ddf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2005 Equivalence of Product Standards Certified By Sections from the Code 6/2/2016 POW3 Nva*mntd SCIS Home I Lop In I User Registration Hot Topics I Submit Surcharge ! Stats S Facts publications I FOC Stall I SCIS Site Map I Links I search I Busines Professi � n -al ®USER PuubbliApproval Regulation mutt Apprpval Menu > produtt or Appllutbn Search > Application List > Application Detail FL # FL19562-R1 Application Type Revision Code Version 2014 Application Status Approved Comments ArchivedEl Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 02/19/2016v. date. set to reapply per A. Barstad. zb.02/23/16 Andersen Corporation 100 Fourth Avenue North Bayport, MN 55003 (651) 264-5308 alan.barstad@AndersenCorp.com Alan Barstad alan. barstad*AndersenCorp.com Windows Fixed Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Hermes F. Norero, P.E. the Evaluation Report Florida License PE -73778 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 12/31/2019 Validated By Locke Bowden 2 Validation Checklist - Hardcopy Received Certificate of Independence FL19562 R1 COI COI Andersen SS 2015-08-31.Ddf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2005 Equivalence of Product Standards Certified By Sections from the Code 6/2/2016 Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 02/19/2016 Date Validated 02/23/2016 Date Pending FBC Approval 02/23/2016 Date Approved 04/12/2016 Summary of Products FL # Model, Number or Name Description 19562.1 Renewal Series Picture Windows Picture Window - Full Frame Limits of Use Installation Instructions Approved for use in HVHZ: No FL19562 R1 II AWD092 55 2016 02-18.Ddf 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, AWD092, and FL19562 RI AE PER4163 SS 2016-02-18.Ddf Evaluation Report, PER4163, for sizes, design pressures, and Created by Independent Third Party: Yes installation requirements. 19562.2 Renewal Series Picture Windows Picture Window - Universal Frame Limits of Use Installation Instructions Approved for use in HVHZ: No FL19562 R3 II AWD093 SS 2016-02-18.Ddf 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, AWD093, and FL19562 R1 AE PER4086 SS 2015-12-18,Ddf Evaluation Report, PER4086, for sizes, design pressures, and Created by Independent Third Party: Yes installation requirements. 19562.3 Renewal Series Picture Windows Picture Window - Fixed Casement Limps of Use Installation Instructions Approved for use in HVHZ: No FL19562 RI II AWD094 SS 2016-02 16.Ddf 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, AWD094, and FL19562 R1 AE PER4087 SS 2015-12-18.odf Evaluation Report, PER4087, for sizes, design pressures, and Created by Independent Third Party: Yes Installation requirements. 19562.4 Renewal Series Picture Windows Picture Window - Insert Frame Limps of Use Installation Instructions Approved for use In HVHZ: No FL19562 R3 II AWD091 SS 2016-02-18,Ddf 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, AWD091, and FL19562 R1 AE PER4084 SS 2016-02-18.Ddf Evaluation Report, PER4084, for sizes, design pressures, and Created by Independent Third Party: Yes installation requirements, Back Noat Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487.1824 The Stale of Florida is an AA/EEO employer. Coovrioht 2007-2013 State or 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 pudic -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. 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 of they have one. The ernalls 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 emall address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click b=. Product Approval Accepts: ®® r' CreditSAarA 6/2/2016 INSTALLATION NOTES: ANDERSEN CORPORATION, ■■ I N C 1. INSTALLATION CUPS: ONE (1) INSTALLATION ANCHOR CUP IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, EACH CUP IS TO USE TWO (2) INSTALLATION ANCHORS, 2. THROUGH FRAME AND NAIL FIN: ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH RENEWAL SERIES PICTURE WINDOWS ANCHOR LOCATION SHOWN. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITNINATOLERANCE OF1 /2 INCH OF THE FULL FRAME NON IMPACT DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERA770N OF TOLERANCES) TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO GENERAL NOTES. THE NEXT. 4. INSTALLATION CUP: FOR INSTALLATION THROUGH IX BUCK TO CONCRETEIMASONRY, OR 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND DIRECTLY INTO CONCRETE/MASONRY, USE TWO (2) 3116 INCH HWH liW TAPCON PER MANUFACTURED TO COMPLY WITH THE STM EDITION (2014) INSTALLATION CUP OF SUFFICIENT LENGTH TO ACHIEVE 1114 INCH MINIMUM FLORIDA BUILDING CODE, THE PRODUCT EMBEDMENT AND SHALL MAINTAIN MINIMUM 2 EDGE DISTANCE. THE FOLLOWING: ING: HAS BEEN EVALUATED TO THE FOLLOWING: 11.NAIL FIN: FOR INSTALLATION INTO METAL SUBSTRATES USE 08 HWH GRADE 5 AAMA/WDMA/CSA 101ns.2/Asao-0s/02 S. INSTALLATION CUP. FOR INSTALLATION INTO 2X BUCK USE TWO (2) 08 PAN HEAD WOOD 2. ADEQUACY OF THE EXISTING STRUCTURAL SCREWS PER INSTALLATION CUP OF SUFFICIENT LENGTH TO ACHIEVE 1 1/2 INCH CONCRETE/MASONRY, 2X AND METAL STUD FRAMING AS A MINIMUM EMBEDMENT INTO WOOD SUBSTRATE AND SHALL MAINTAIN MINIMUM 3/4' MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF EDGE DISTANCE. WITHSTANDING AND TRANSFERRING APPLIED PRODUCT A LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE 6. INSTALLATION CLIP: FOR INSTALLATION THROUGH METAL STUD USE TWO (2) 08 HWH ENGINEERO ARCHITECT OF RECORD FOR THE PROJECT OF GRADE S SELF•DRILUNG OR SELF -TAPPING SCREWS PER INSTALLATION CUP OF SUFFICIENT TI INSTALLAON. LENGTH TO ACHIEVE 3 THREADS MINIMUM PENETRATION BEYOND METAL FRAME Installation Chp Wood, Concrete/Mosonry, Metal Stud SUBSTRATE AND SHALL MAINTAIN MINIMUM 3/4' EDGE DISTANCE. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO ER TRANSFER ALL LOADS TO THE 7. THROUGH FRAME: FOR INSTALLATION INTO 2X BUCK USE 010 WOOD SCREWS OF STRUCTURE. BUCCKK DDESIGG N AND INSTALLATION IS THE SUFFICIENT LENGTH TO ACHIEVE 12/2 INCH MINIMUM EMBEDMENT INTO WOOD RESPONSIBILITY THE ENGINEER OR ARCHITECT OF RECORD SUBSTRATE AND SHALL MAINTAIN MINIMUM 3/4' EDGE DISTANCE. T FOR THE PROJECT OF INSTALLATION. B. THROUGH FRAME: FOR INSTALLATION INTO METAL SUBSTRATES USE 410 HWH GRADE S 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC SELF-DRILLINGMIELF-TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC MINIMUM PENETRATION BEYOND METAL FRAME SUBSTRATE AND SHALL MAINTAIN SITE IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE MINIMUM 3/4' EDGE DISTANCE. FROM THE REQUIREMENTS DETAILED HEREIN, A UCENSED 11.NAIL FIN: FOR INSTALLATION INTO METAL SUBSTRATES USE 08 HWH GRADE 5 ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC 9. THROUGH FRAME: FOR INSTALLATION THROUGH IX BUCK TO CONCRETE/MASONRY, OR DOCUMENTS FOR USE WITH THIS DOCUMENT DIRECTLY INTO CONCRETEIMASONRY, USE ONE (1) 3/J6 INCH nW TAFCON OF SUFFICIENT X. OPERABLE PANEL LENGTH TO ACHIEVE 11/4 INCH MINIMUM EMBEDMENT AND SHALL MAINTAIN MINIMUM S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO 2' EDGE DISTANCE. PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT A RESISTANCE. 10.NAIL FIN: FOR INSTALLATION INTO 2X BUCK USE 98 PAN HEAD WOOD SCREWS OF SIZE SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH MINIMUM EMBEDMENT INTO WOOD 6. WINDOW FRAME MATERIAL FIBRECO AND PVC. SUBSTRATE AND SHALL MAINTAIN MINIMUM 3/4' EDGE DISTANCE. 1 A 7. SEE SHEET 3 FOR GLAZING DETAILS. 11.NAIL FIN: FOR INSTALLATION INTO METAL SUBSTRATES USE 08 HWH GRADE 5 A SE • WILLING OR SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 3THREADS Q DESIGNATIONS 1l'AND'D'STAND FOR THE FOLLOWING: MINIMUM PENETRATION BEYOND METAL FRAME SUBSTRATE AND SHALL MAINTAIN X. OPERABLE PANEL MINIMUM 3/4' EDGE DISTANCE D. FOXED PANEL 12.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 131NSTALLATION 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 IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FAIT SHELL OF BLOCK. IS.INSTALIATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 16ANSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF O.SS. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90 D. STEEL - MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 48 MILS (18 GAUGE). -E. ALUMINUM - MINIMUM WALL THICKNESS OF W, 6063 -TS ALLOY OR BETTER. DESIGN PRESSURE RATING SIZE TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A GENERAL 6 INSTALLATION NOTES 2 A ELEVATIONS 6 ANCHOR LAYOUTS 3 A THROUGH FRAME 6 NAIL FIN INSTALLATION DETAILS 6 GLAZING DETAIL 4 A NAIL FIN INSTALLATION DETAILS 5 A CLIP INSTALLATION DETAILS 6 A QUALIFIED SHAPES DESIGN PRESSURE RATING SIZE DESIGN PRESSURE (DP/PG) INSTALLATION OPTIONS INSTALLATION SUBSTRATES 48x48 /• 50 PSF Through Frame 6 Optional Nail Fin Wood, Conavle/M0so". Metal Stud Irlstolbtion Qip Wood, CorlaetrJMnsonry, Metal Stud 8084 •/- 35 PSF Through Fromm 6 Optional Nail Fin Wood, Concrete/Masonry. Metal Stud A stollotion Qrp Wood, Concrete/MOsonry, Metal Stud Nail Fin Only Wood or Metol Stud Only 8084 •/- 50 PSF Fromm Fro8 Nail Fin Required Wood or Metal Stud Only Installation Clip Wood, Concrete/Mosor ry, Metal Stud 106x62 •/• 35 PSF Through From 6 Optional Nml Fin Wood, Concrett/Masonry, Metal Stud ' Installation Clip Wood, Contrete/MOsomy. Metal Stud Nail Fm Only Wood Or Metal Stud Only 106x62 •/• 30 PSF Through From 6 Noil Fin Required Wood or Metal Stud Only Installation Chp Wood, Concrete/Mosonry, Metal Stud WINDOWS -00006 BOD FO AT" AVE NMTH eA"MT. AN 7800%109► 1"(661)26A.7'70 Fx.(631)2"8! 8 N OS in Z O� day � � � A W W m W ,Wil •e O 0 � � 5 uu{{ < �w day Z O 0 u LU W I FFFFJIIIfltlllNAA``` 1 Tml S f V) DWG #: Digitally signed by Hermes F Norero, P.E. A \ A / DOA 2 Reason: I am approving this document �1 YV 7 Date: 2016.02.1819:21:37 -05'00' SHEET: 1 OF 6 L A HE B B B 3 4 S ELEVATION RENEWAL SERIES PICTURE WINDOW -FULL FRAME WIDTH 84* MAX. D.L.O. 77 7/B' A A A 3 4 S g FROM NIT MAX. MAX. O.C. SAX. DI.O. .O. [6HT HEI6HT A A i4' 77-7/8' MAX. O.C. 3 CORNERS B B B 3 4 S ELEVATION RENEWAL SERIES PICTURE WINDOW -FULL FRAME ANCHOR SPACI NG g FROM MAX. O.C. MAX. O.C. 99 7/8' INSTALLATION OOj A A A MAX. O.C. 3 CORNERS HEAD SIU. of LL C METHOD < :j G< % d AX. D.L.O. JAMBS (IN) W (IN) (IN) (IN) S2' 55-7/8' NAIL FIN 3.5 3.5 3.5 3.5 INSTALLATION 10 12 12 12 CUP THROUGH 10 12.875 12.875 12.875 FRAME NOTES: ALL TYPICAL SUBSTRATES 6 INSTALLATION METHODS SHOWN HEREIN MAY BE USED AT THE HEAD, JAMBS, OR SILL ANCHOR EDGE DISTANCE AND EMBEDMENT SHALL BE AS SPECIFIED IN TYPICAL DETAILS. SEE INSTALLATION NOTES 4-11, SHEET 1, FOR ANCHOR SPECIFICATIONS FOR EACH INSTALLATION METHOD. vvv L 1 HE MAX. O.C. SPACING CORNER DIST. SEE SCHEDULE SEE SCHEDULE'I L MAX. O.C. SPACING SEE SCHEDULE L CORNER DIST. J - SEE SCHEDULE ANCHOR LAYOUT B B B 3 4 S Cl C%IATIAILI r 14quu .0600.8-00006 &AWMT. W45W02.10➢► WIDTH ID6* g MAX. D.L.O. Oz it v e 99 7/8' 'Z'1>A OOj A A A 3 5 i Z < m of LL C NIT MAX. < :j G< % d AX. D.L.O. 00m� W [6HT HEIGHT 'O' S2' 55-7/8' MAX. O.C. SPACING CORNER DIST. SEE SCHEDULE SEE SCHEDULE'I L MAX. O.C. SPACING SEE SCHEDULE L CORNER DIST. J - SEE SCHEDULE ANCHOR LAYOUT B B B 3 4 S Cl C%IATIAILI r 14quu .0600.8-00006 &AWMT. W45W02.10➢► 2M(6w)2"im Ix,(a0p2M-'HC g n Oz it v e W 'Z'1>A OOj NddJ < i Z < m of LL C G80i < :j G< % d 00m� W d a� 2 FRAME WIDTH r H N I FRAME HEIGHT x I I i U. dy LL NOTE: WINDOW WIDTH AND HEIGHT ARE t INTERCHANGEABLE FOR ALL SIZES i SHOWN HEREIN NOT TO EXCEED E MAXIMUM QUALIFIED SQUARE FOOT AREA. V) Z 0 ZUJO AL c h y Nk f 2 lt�)� Z >092 OF 6 3 TREADS PENETRATION _ BEYOND METAL FRAME SHEATHING 6 METAL STUD BY OTHERS CAULK BETWEEN FIN 8 METAL STRUCTURE EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS O.A. WINDOW / HEIGHT 1 EXTERIOR 3/4' MIN. EDGE DISTANCE #8 GRADE 5 HWH SELF -DRILLING INSTALLATION ANCHORS r MAX. SHIM SPACE #10 GRADE 5 HWH SELF -DRILLING INSTALLATION ANCHORS SEE GLAZING DETAIL INTERIOR q VERTICAL SECTION 3 HEAD- METAL FRAME SUBSTRATE NAIL FIN NAIL FIN/FLANGE I5 REVERSIBLE. SEE ORIENTATION DIFFERENCE IN DETAIL A AND B SEE GLAZING DETAIL 1 EXTERIOR INTERIOR O.A. WINDOW 1/ HEIGHT \ 1/4' MAX. SHIM SPACE 13/16' O.A. INSULATED GLASS EXTERIOR IT INTERIOR SILICONE BACK BEDDING NOTE: NAIL FIN Is OPTIONAL FOR ALL UNITS AT DP (PG) 35 OR LESS AND 48' X 48' UNITS AT DP (PG) 50. ALL OTHER UNITS REQUIRE BOTH THROUGH FRAME AND NAIL FIN ANCHORAGE. 1 1/2' MIN. EMBEDMENT 1/4' MAX. SHIM SPACE INTERIOR SEE GLAZING DETAIL EXTERIOR O.A. WINDOW WIDTH GLAZING DETAIL NOTE: GLASS TYPE AND THICKNESS SHALL COMPLY WITH ASTM E13OD-04 GLASS CHART REQUIREMENTS. �— WOOD STRUCTURE BY OTHERS #10 PAN HEAD WOOD SCREW IN TALLATION ANCHOR 3/4' MIN. 11/2' MIN. EMBEDMENT #8 PAN HEAD WOOD SCREW INSTALLATION ANCHOR CAULK BETWEEN FIN A 2X WOOD BLOCK EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS C ORIZONTAL SECTION 3 JAMB - WOOD BUCK NAIL FIN .IND*.6•0e000 IW F"TH AVE NMTH BA"MT. AW'W W-70 6 PK(651)264-5150 FX: (651) 26404* PERIMETER SEALANT n BY OTHERS a 2 W 1112* MIN' N m wf �x� t Wm I N EMBEDMENT EXTERIOR FINISH . c I By OTHERS W d -j G m IL 40 i CAULK BETWEEN day m FIN A 2X WOOD BUCK #10 PAN HEAD WOOD SCREW 2X WOOD BUCK INSTALLATION ANCHOR BY OTHERS #8 PAN HEAD WOOD SCREW CAULK BETWEEN 3/4' MIN. INSTALLATION ANCHOR CONCRETE/MASONRY A 2X EDGE DISTANCE WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS B VERTICAL SECTION 3 SILL - 2X WOOD BUCK NAIL FIN 1 1/2' MIN. EMBEDMENT 1/4' MAX. SHIM SPACE INTERIOR SEE GLAZING DETAIL EXTERIOR O.A. WINDOW WIDTH GLAZING DETAIL NOTE: GLASS TYPE AND THICKNESS SHALL COMPLY WITH ASTM E13OD-04 GLASS CHART REQUIREMENTS. �— WOOD STRUCTURE BY OTHERS #10 PAN HEAD WOOD SCREW IN TALLATION ANCHOR 3/4' MIN. 11/2' MIN. EMBEDMENT #8 PAN HEAD WOOD SCREW INSTALLATION ANCHOR CAULK BETWEEN FIN A 2X WOOD BLOCK EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS C ORIZONTAL SECTION 3 JAMB - WOOD BUCK NAIL FIN .IND*.6•0e000 IW F"TH AVE NMTH BA"MT. AW'W W-70 6 PK(651)264-5150 FX: (651) 26404* V) Z y� LLA i Fh_ �� mN JIA y`"1)Z .. o DWG #: AWD092 SHEET: 3 OF 6 n n a 2 W N m wf �x� t Wm I N Zo W WIN o c I u� i2i W d -j G m IL 40 i F d �W z day m V) Z y� LLA i Fh_ �� mN JIA y`"1)Z .. o DWG #: AWD092 SHEET: 3 OF 6 3 TREADS PENETRATION BEYOND METAL FRAME SHEATHING d METAL STUD BY OTHERS CAULK BETWEEN FIN 6 METAL STRUCTURE EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS O.A. WINDOW / HEIIGHT 1 EXTERIOR ` i 3/4' MIN. EDGE DISTANCE #8 GRADE 5 HWH SELF -DRILLING INSTALLATION ANCHORS 1/4'r SHI MAX SHIM SPACE SEE GLAZING DETAIL INTERIOR Al VERTICAL SECTION a / HEAD - METAL FRAME SUBSTRATE NAIL FIN NAIL FIN/FLANGE IS REVERSIBLE. SEE ORIENTATION DIFFERENCE IN DETAIL A AND B SEE GLAZING DETAIL EXTERIOR INTERIOR O.A. WINDOW / 'HEIGHT 1/4' MAX. SHIM SPACE PERIMETER SEALANT 3/4' MIN. EDGE BY OTHERS DISTANCE EXTERIOR FINISH BY OTHERS CAULK BETWEEN FIN 6 2X WOOD BUCK 2X WOOD BUCK BY OTHERS #8 PAN HEAD WOOD SCREW CAULK BETWEEN 1112* MIN. INSTALLATION ANCHOR CONCRETE/MASONRY Q 2X EMBEDMENT WOOD BUCK BY OTHERS CONCRETE/MASONRY BY OTHERS B VERTICAL SECTION 4 Stu - 2X WOOD BUCK NAIL FIN Anderse WIN DOws•DOOR a NO F"M AVE NORM &AMORT, M 5Wft-mri M(bw)26 3sw Fx•(6w ""NR co 3 M h � L W ~ 1 r W Q NDo r �d guLL i rld oW 3/4' MIN. EDGE J W^ < W� DISTANCE 'll WOOD STRUCTURE BY OTHERS N � c < 1/4' MAX. F Lu . /ca co SHIM SPACE gem 3 :R Lei INTERIOR N O SEE GLAZING m i DETAIL 11/2* MIN. (f) EMBEDMENT Z vt EXTERIOR#8 PAN HEAD WOOD SCREW H O INSTALLATION ANCHOR u) CAULK BETWEEN ; FIN 8 2X WOOD BUCK W w EXTERIOR FINISH BY OTHERS p f O.A. WIDTH W PERIMETER SEALANT BY Lu OTHERS 'CHORIZONTAL SECTION 4 IAMB -WOOD BUCK NAIL FIN O- i m zA 3: 6� �z c VG #: AW0092 IEET: 4 OF 6 CAULK BETWEEN CONCRETE/MASONRY 8 2X WOOD BUCK BY OTHERS CONCRETE/MASONRY ONE (1) #8 SCREW, PER CLIP, FROM CLIP TO WINDOW FRAME 3/4• MIN. EDGE DISTANCE TWO (2) #8 PH WOOD SCREW BY OTHERS INSTALLATION ANCHORS PER CLIP 2X WOOD BUCK •I- , . •' ! BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS O.A. WINDOW HEIGHT 1� EXTERIOR \ 1 MIN EMBEDMENT 1/4• MAX. SHIM SPACE INTERIOR SEE GLAZING DETAIL A VERTICAL SECTION 5 HEAD • 2X WOOD BUCK INSTALLATION CUP EXTERIOR O.A. WINDOW HEIGHT PERIMETER SEALANT BY OTHERS SEE GLAZING DETAIL EXTERIOR FINISH INTERIOR 1.500'0 1 [�� O TWO (2) 3/16• HWH ITW 1X WOOD SUCK,--" rTAPCON INSTALLATION ANCHORS (OPTIONAL) BY OTHERS ONE (1) #8 SCREW. PER CLIP• / 1/4' MAX. FROM CLIP TO WINDOW FRAME DISTANCE r SHIM SPACE EXTERIOR FINISH 6.500' 1.500'0 BY OTHERS [�� O ' r '• .- '. 1X WOOD SUCK,--" 1.287' 1 (OPTIONAL) BY OTHERS ONE (1) #8 SCREW. PER CLIP• 3 ' ' - • 2' MIN. EDGE FROM CLIP TO WINDOW FRAME DISTANCE CAULK BETWEEN 3 CONCRETE/MASONRY 6 1X „gym sod WOOD BUCK BY OTHERS d CONCRETE/MASONRY BY OTHERS g VERTICAL SECTION d 5 SILL • IX WOOD ON CONCRETE/MASONRY { X* i INSTALLATION CUP INSTALLATION CLIP ANCHOR REQUIREMENTS: WOOD SUBSTRATE: USE TWO #8 PAN HEAD WOOD SCREWS PER CLIP, IN ROW NUMBER ONE OF PREDRILLED HOLES SHOWN BELOW. METAL SUBSTRATE: USE TWO #8 HWH SMS ANCHORS PER CLIP, IN ROW NUMBER ONE of PREDRILLED HOLES SHOWN BELOW. CONCRETE/MASONRY: USE TWO )(,"ITW TAPCON ANCHORS, WITH ONE ANC OR POWDT IN ROW NUMBER ONE AND ONE ANCHOR PLACED IN ROW NUMBER TWO OF PREDRILLED HOLES SHOWN BELOW. ANCHORS MUST BE PLACED DIAGONALLY ACROSS THE CLIP. DO NOT INSTALL ANCHORS THROUGH ROW NUMBER THREE. INSTALLATION CLIP DETAIL 11/4* MIN. EMBEDMENT 1/4' MAX SHIM SPACE 2' MIN. EDGE DISTANCE TWO (2) 3/16• HWH ITW TAPCON INSTALLATION ANCHORS ' ' INTERIOR ONE (1) #8 SCREW. PER CLIP. FROM CLIP TO WINDOW FRAME CONCRETE/MASONRY 11/4* MIN. BY OTHERS EMBEDMENT EXTERIOR PERIMETER SEALANT BY OTHERS EXTERIOR FINISH SEE GLAZING DETAIL BY OTHERS O.A. WINDOW WIDTH C HORIZONTAL SECTION 5 JAMB • CONCRETEIMASONRY INSTALLATION CUP ./1oows-Doof o rM (651) 26 35= FX. (W) 26"49 6.500' 1.500'0 [�� O O O 0.625• 1.287' 1 2 3 INSTALLATION CLIP DETAIL 11/4* MIN. EMBEDMENT 1/4' MAX SHIM SPACE 2' MIN. EDGE DISTANCE TWO (2) 3/16• HWH ITW TAPCON INSTALLATION ANCHORS ' ' INTERIOR ONE (1) #8 SCREW. PER CLIP. FROM CLIP TO WINDOW FRAME CONCRETE/MASONRY 11/4* MIN. BY OTHERS EMBEDMENT EXTERIOR PERIMETER SEALANT BY OTHERS EXTERIOR FINISH SEE GLAZING DETAIL BY OTHERS O.A. WINDOW WIDTH C HORIZONTAL SECTION 5 JAMB • CONCRETEIMASONRY INSTALLATION CUP ./1oows-Doof o rM (651) 26 35= FX. (W) 26"49 0 Z 0 H O oD HV) lil rdi a LL) of � c O ef � J• C i JK t m �:E luZ o A/G #: A W0092 4EET: 5 OF 6 co g y��J In N � f h� Z0 u u - I� m ca < W 3 „gym sod d . main CWs) W d a { X* i 0 Z 0 H O oD HV) lil rdi a LL) of � c O ef � J• C i JK t m �:E luZ o A/G #: A W0092 4EET: 5 OF 6 WINDOWN-00029 M (6!1)!640190 ix (0!q 26"dw. Op m Z � in QUALIFIED SHAPESo T o i `< Z aWD 'W"LLO w wo<�' d mmo I W �el day 0 ao CIRCLE TOP CHORD 0 o OCTAGON TRAPEZOID QUARTER CIRCLE - R HALF SPRINGLIKE CIRCLE UNEQAUL LEG ARCH O a WUS -c � c o > Lu v A `' ►t, ��, EQUAL LEG ARCH SPRINGLINE HEXAGON PENTAGON PEAK PENTAGON RIGHT TRIANGLE TRIANGLE `�Q �,�n•�e i i uiyVj2 DWG M AW0092 SHEET: 6 OF 6 Page 1 of 2 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 Fbidi DeparMtd SCIS Home I Log In I User Registration Hot Topics I Submit Surcharge i Slats S Facts Publications I FBC Stair I SCIS Site Map I links I search Busines # 16 5 e Professi V nal uct al ®useoa Public User Regulation Quality Assurance Representative Product Approval Menu > Product or Application Scarth > Application List > Application Detail Address/Phone/EmailCategory FL # FL19971 Application Type New Subcategory Code Version 2014 Compliance Method 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 # 16 5 e Address/Phone/Email Quality Assurance Representative Address/Phone/EmailCategory a Windows Subcategory Mullions 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 Hermes F. Norero, P.E. the Evaluation Report Florida License PE -73778 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 12/31/2018 Validated By Locke Bowden 10 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL19971 RO COI COI Andersen SS 2015-08-31.odf Standard Year AAMA 450 2010 Method 1 Option D 6/2/2016 Page 2 of 2 Date Submitted 02/18/2016 Date Validated 02/19/2016 Date Pending FBC Approval 02/23/2016 Date Approved 04/12/2016 Summary of Products FL # Model, Number or Name Description 19971.1 Renewal Series Mullion Fiberglass Mullion Limits of Use Installation Instructions Approved for use In HVNZ: No FL19971 RO II AWD087 SS 2016-02-18.Ddf Approved for use outside NVNZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See installation instructions, AWD087, and product FL19971 RO AE PER4022 SS 2016-02-18.Ddf evaluation report, PER4022, for design pressures, sizes, and Created by Independent Third Party: Yes installation requirements. Bock Nest Contact Us :: 1940 North Monroe Stmt. 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 low, 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 mall to this entity. Instead, contact the office by phone or by traditional mall. 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 click b=. Product Approval Accepts: fel ROM a Credlt�ArlfE 6/2/2016 INSTALLATION NOTES 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3 INSTALLINDMDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 11/2 NCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (LE., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. ANDERSEN CORPORATION GENERAL NOTES. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE STH EDITION (2014) FLORIDA BUILDING CODE (FBC) EXCLUDING HVH2, 2012 INTERNATIONAL BUILDING CODE & 2012 INTERNATIONAL RESIDENTIAL CODE. All PRODUCTS UNDER THE SCOPE OF THIS DOCUMENT HAVE BEEN EVALUATED ACCORDING TO THE 2014 FBC AND THE FOLLOWING: • AAMA 450.10 • ASTM E330-02 • ASTME331-00(09) B. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.S5. B CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 FSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. E. STEEL - MINIMUM WALL THICKNESS OF 54 MILS (16 GA.) WHEN THROUGH GUSSET INSTALLATION. F. ALUMINUM- 1/B' MINIMUM THICKNESS (6063-75) 6. MULLION MATERIAL FIBERGLASS 7. IN ACCORDANCE WITH THE 2014 FBC, DISSIMILAR METALS INCLUDING FASTENERS SHALL BE PROTECTED FROM GALVANIC CORROSION. I I.CUSTOM SIZES AVAILABLE UPON REQUEST. CUSTOM DESIGN PRESSURE WILL BE ASSIGNED EQUAL TO NEXT LARGER STANDARD SIZE. 12.INTERIOR TRIM OPTIONS MAY VARY IN ACCORDANCE WITH ANDERSEN'S RECOMMENDATIONS. 13.MULL ASSEMBLIES ARE QUALIFIED FOR TWO OR MORE UNITS PER OPENING IN THE FOLLOWING CONFIGURATION: • 'ONE WAY'. RIBBON OR STACKED MULLIONS RENEWAL SERIES MULLION TABLE OF CONTENTS SHEET REVISION SHEET DESCRIMON 1 GENERAL AND INSTALLATION NOTES 2 MULL ASSEMBLY SECTIONS (1) 3 MULL ASSEMBLY SECTIONS (2) 4 INSTALLATION DETAILS 5 ONE-WAY LOAD TABLE: WOOD. METAL STUD. OR CONOAETE INSTALL 6 M4 - WAY LOAD TABLE: HOLLOW BLOCK OR GROUT FILLED CMU INSTALL 7 BOM 4 COMPONENTS PRODUCT ABBREVIATION KEY ABBREVIATION MWOUCT NAME CS -EJ a Cofanmt Wlndm - EJ Fan• DB -FULL a Fdl Oadf Hwq PW -FULL- Full Pvfa W+da• PWU-EJ a Um P nre WAdw • EJ Fn 6L•EJ a 6Idmq Wrdw- EJ Fsue CS -BASE a Caux-d Wlndm - Bmf Faaf DbINSEAT a Iroen Dade Fog FWU-BASE a LM6. N%M Wm Ww - Ben Fnane ►WINSERT a Inxn PKM WdF� GL -RASE .161d" WMe. - Bast Femf MULLING INSTRUCTIONS: .MDOW*•DOORS 100 F"TH AVE WarmRAYFORT, MN SSOOi•1014 (651)264-S1SD fx.(431)26.5 10 n Z 0 I" ►+ n Z LAm� <� D%j a = Lum Lu VI uj% to Z <m V) d mLuo w M q n d M • STEP 1: ESTABLISH MULL ASSEMBLY FRAME TYPES AND 2. ADEQUACY OF THE EXISTING STRUCTURAL 4. FOR INSTALLATION THROUGH 2X BUCK USE RIO FH WOOD SCREWS. CONCRETE/MASONRY, 2X AND METAL STUD FRAMING AS A INSTALLATION SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF 4.1 MINIMUM EMBEDMENT OF 1.1/2' INTO WOOD WITHSTANDING AND TRANSFERRING APPLIED PRODUCT 4.2. MINIMUM EDGE DISTANCE OF 3/4' LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE 4.3. MINIMUM O.C. DISTANCE OF 3/4' ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF • STEP 3: DETERMINE ALLOWABLE LOAD OF MULL ASSEMBLY INSTALLATION S. FOR INSTALLATION THROUGH METAL FRAME USE #10 FH FROM APPLICABLE LOAD TABLE, REFER TO SHEET S. SELF -DRILLING OR SELF -TAPPING, SAE GR. S, TYPE SCREWS. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND INSTALLATION SHALL CONFORM TO THE FOLLOWING REQUIREMENTS. ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 5.1. THREE (3) THREADS MINIMUM PENETRATION BEYOND METAL STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE FRAME WALL RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD 5.2. MINIMUM EDGE DISTANCE OF In- FOR THE PROJECT OF INSTALLATION. 5.3. MINIMUM O.C. DISTANCE OF 3/4' 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC 6. FOR INSTALLATION INTO CONCRETE/MASONRY SUBSTRATES USE 1/4' AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC FH ITW TAPCON TYP ANCHORS INSTALLATION SHALL CONFORM TO SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE . THE FOLLOWING REQUIREMENTS. FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED 6.1. MINIMUM EMBEDMENT OF 1.3/4' INTO SUBSTRATE ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC 6.2. MINIMUM EDGE DISTANCE OF 2' DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ 6 3 MINIMUM O.C. DISTANCE OF 3' AREAS. IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE PERA OR AHI. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE IX BUCKING, _ SHEATHING, B WALL FINISHES, INCLUDING BUT NOT LIMITED. M17ED TO SAPPROVED IMPAR PROTECTIVE SYSTEM IS REQUIRED TO STUCCO. FOAM, BRICK VENEER, AND SIDING. PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. B. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.S5. B CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 FSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. E. STEEL - MINIMUM WALL THICKNESS OF 54 MILS (16 GA.) WHEN THROUGH GUSSET INSTALLATION. F. ALUMINUM- 1/B' MINIMUM THICKNESS (6063-75) 6. MULLION MATERIAL FIBERGLASS 7. IN ACCORDANCE WITH THE 2014 FBC, DISSIMILAR METALS INCLUDING FASTENERS SHALL BE PROTECTED FROM GALVANIC CORROSION. I I.CUSTOM SIZES AVAILABLE UPON REQUEST. CUSTOM DESIGN PRESSURE WILL BE ASSIGNED EQUAL TO NEXT LARGER STANDARD SIZE. 12.INTERIOR TRIM OPTIONS MAY VARY IN ACCORDANCE WITH ANDERSEN'S RECOMMENDATIONS. 13.MULL ASSEMBLIES ARE QUALIFIED FOR TWO OR MORE UNITS PER OPENING IN THE FOLLOWING CONFIGURATION: • 'ONE WAY'. RIBBON OR STACKED MULLIONS RENEWAL SERIES MULLION TABLE OF CONTENTS SHEET REVISION SHEET DESCRIMON 1 GENERAL AND INSTALLATION NOTES 2 MULL ASSEMBLY SECTIONS (1) 3 MULL ASSEMBLY SECTIONS (2) 4 INSTALLATION DETAILS 5 ONE-WAY LOAD TABLE: WOOD. METAL STUD. OR CONOAETE INSTALL 6 M4 - WAY LOAD TABLE: HOLLOW BLOCK OR GROUT FILLED CMU INSTALL 7 BOM 4 COMPONENTS PRODUCT ABBREVIATION KEY ABBREVIATION MWOUCT NAME CS -EJ a Cofanmt Wlndm - EJ Fan• DB -FULL a Fdl Oadf Hwq PW -FULL- Full Pvfa W+da• PWU-EJ a Um P nre WAdw • EJ Fn 6L•EJ a 6Idmq Wrdw- EJ Fsue CS -BASE a Caux-d Wlndm - Bmf Faaf DbINSEAT a Iroen Dade Fog FWU-BASE a LM6. N%M Wm Ww - Ben Fnane ►WINSERT a Inxn PKM WdF� GL -RASE .161d" WMe. - Bast Femf MULLING INSTRUCTIONS: .MDOW*•DOORS 100 F"TH AVE WarmRAYFORT, MN SSOOi•1014 (651)264-S1SD fx.(431)26.5 10 n Z 0 I" ►+ n Z LAm� <� D%j a = Lum Lu VI uj% to Z <m V) d mLuo w M q n d M • STEP 1: ESTABLISH MULL ASSEMBLY FRAME TYPES AND L MULL CONFIGURATION. O • STEP 2: VERIFY MULL ASSEMBLY CONSTRUCTION FROM SHEETS 2.3(REFER TO ABBREVIATION TABLE ABOVE) �H • STEP 3: DETERMINE ALLOWABLE LOAD OF MULL ASSEMBLY / N - FROM APPLICABLE LOAD TABLE, REFER TO SHEET S. H N • STEP 4: INSTALL MULLION BASED ON APPLICABLE > pF SPECIFICATIONS & DETAILS SHOWN ON SHEET 4. ELL x MISSA.E IMPAR RAT" NON-TJNPACT � T Ci 3 11, N Z Digitally signed by Hermes F Norero, P.E. DW6 #: A Reason: I am approving this document A W DOS 7. Date: 2016.02.18 23:46:35 -05'00' SHEET: 1 OF 7 X 1-1/4' PH SCREWS, 'ROM END 8 20' O.C. MAX. EA. SIDE q CS -EJ TO CS -El 2 VEMTCAL OR NORaOMAL MULL #8 X 1.1/2" PH SCREWS, 6' FROM END 8 20' MAX. O.C. AT EA. SIDE D PWU-EJ TO PWU-EJ 2 VERnM OR NOAQOMMAL MULL #8 X 1-1/4' PH SCREWS, 6' FROM END 6 20' O.C. MAX. AT EA. SIDE Airvr#10 X 1.3/4' AT GLIDER UNIT IN HORIZONTAL MULLS ONLY. USE EA. PRE -DRILLED HOLE. G GL -EJ TO CS -EJ 'j VEROCAL 00 NORMOMIM MULL '•9 X 1-1/4' PH SCREWS, FROM END 3 20' O.C. MAX. r EA. SIDE iE EITHER ROW FOR EACH STENER LOCATION DB -FULL TO MFULL 2 VERICM MULL #8 X 2' PH SCREWS, 6' FROM END d 20' MAX. O.C. #8 X 1-1/4' PH SCREWS, 6' FROM END 8 20' MAX. O.C. USE EITHER ROW FOR EACH FASTENERLOCATION E PW -FULL TO DB -FULL 2 VERTICAL OR MMMOMAL MULL #8 X 1-1/2' PH SCREWS, 6' FROM END 8 MAX. 20' O.C. 2 #10 X 1-3/4' AT 6LIDER UNIT IN HORIZONTAL MULLS ONLY. USE EA. P o PRE -DRILLED HOLE. 15 #8 X 1-1/4' PH SCREWS, 24 6' FROM END 6 MAX. 20' O.C. H GL -EJ TO PWU-El 2 VERIIGL OR MORM14AL MW "O K 1-1/2' PH SCREWS, ROM END A 20' O.C. MAX. :A. SIDE #8 X 1-1/4' PH SCREWS, 6' FROM END 6 20' MAX O.C. %C1 PWU-EJ TO CS -El �2 VERTICAL OR NOMSWRAL MULL 2' PH SCREWS, tOM END 6 &AX. O.C. AT EA. SIDE F PW -FULL TO PW -FULL 2 VEImaLL OR HORaoMM MULL GL -E) TO GL -El •j VERnm MIRL K 1-1/4' PH SCREWS, ROM END 6 C 20' O.C. AT EA. SIDE wuooas•0000s NO FOIATM AVE NORTH MOON AI455=4096 1M(6502M5150 FX (6502b�545 49 F Z Y LL < f DO =2 NZ V DWG # OF 7 Z O ny Z#25 ? p,I n age wi < 3 W _3 Z p( MGA W C r d V . } VOI i 49 F Z Y LL < f DO =2 NZ V DWG # OF 7 X 1-1/4' PH SCREWS, 'ROM END A MAX. 20' O.C. EA. SIDE CS -BASE TO CS -BASE 3 VIFMCAL OR MOMEOMAL MULL X 1-1/4' PH SCREWS, 'ROM END 6 MAX. 20' O.C. EA. SIDE E EITHER ROW FOR EACH STENER LOCATION DB -INSERT TO DB -INSERT 3 VU"YAL MUu 1 X 1-1/2' PH SCREWS. FROM END 6 MAX. 20' O.C. D X 1-3/4' AT GLIDER IIT IN HORIZONTAL ILLS ONLY. USE EA. F -DRILLED HOLE. X 1-1/4- PH SCREWS. FROM END A MAX. 20' O.C. p GL -BASE TO PWU-BASE 3 VunEAL Ow MOMMInAI MUu X 1-1/4- PH SCREWS, FROM END 6 MAX. 20' O.C. EA. X 1.1/2- PH SCREWS, FROM END 6 MAX. 20' O.C. K PWU-BASE TO CS -BASE 3 vlomm OR Momomm Muu X 1-1/4- PH SCREWS, FROM END 6 MAX. 20' O.C. EA. SIDE X 1-1/4' PH SCREWS, rROM END 6 MAX. 20' O.C. E EITHER ROW FOR EACH STENER LOCATION N W -INSERT TO DB -INSERT 3 Vance OA MORROMAL Muu (1-1/4* PH SCREWS, ROM END 6 MAX. 20' O.C. :A. SIDE W -INSERT TO PW -INSERT 3 VMTIGL ON MOMEOMAL MUu #10 X 1-3/4' AT GLIDER UNIT IN HORIZONTAL MULLS ONLY. USE EA. PRE -DRILLED HOLE Y �#9 X 1-1/4' PH SCREWS, 6' FROM END A MAX. 20' O.C. AT EA. SIDE L GL -BASE TO CS -BASE 3 VEXTIM OR MORRONFAl MUu 8 X 1-1/2' PH SCREWS, 'FROM END 6 MAX. 20' O.C. T EA. SIDE p PWU-BASE TO PWU-BASE 3 Mr" ON MOMEOMAL Muu 1.1/4' PH SCREWS, DM END A MAX. 20' O.C. I. SIDE R GL -BASE TO GL -BASE 3 vcmul Muu WINDO S-oo06s NO FOLOTM AVE MOATM &AVPOAT, MM --- 211(671)261-0150 FX. (01) 264.91/3 m N_ 1-1 a 2 O = G C Lo m j WX N O v LL LUW 9L Ot Tm W �y c m Lu Almyy z �' � OC H D Z Sx�•' W E' Of wql c D V) Z 0 ZO V H > Or LL W cx Ln T Z YU. F to < 0 3 == NZ o v WG #: AWD087 HEET: 3 OF 7 O O (4) INSTALLATION ANCHORS PER BRACKET (SEE INSTALL. O O NOTE 4, SHEET 1) (4) #8 X 1/2' FH SCREWS n PER BRACKET 11 MINIMUM WOOD BY OTHERS EMBEDMENT (SEE SEE INSTALL. NOTE 10, SHEET 1. INSTALL. NOTE 4, SHEET 1.) (4) INSTALLATION ANCHORS PER BRACKET (SEE INSTALL. NOTE 4, SHEET 1) 3/4' MIN. EDGE DISTANCE p VERTICAL SECTION 4 GUSSET INSTALLATION - WOOD 3.1/4' MULLION O 0 1 19 0 Qe (4) #8 X 1/2' FH SCREWS PER BRACKET J GUSSET INSTALLATION - CONC./MASONRY 3-1/4' MULLION (4) #8 X 1/ METAL STUD BY SEE INSTALL. NOTE 10, FOUR (4) INSTAL ANCHORS PER BRACH INSTALL NOTE 5, 1/2' MII EDGE DlZP...r C R VERTICAL SECTION 4 GUSSET INSTALLATION - METAL STUD 3.1/4' MULLION wlsoows•000ss 100 FOMTN AYE NORTH OAV"T•-0700 -- M Ql1)2M3U'0 FX -(651)264, m R n IT, o � �►� 2 Nmr�i Zf �3:'�` L u) JJc M J m _ Lu W m Z m IZ• �►"'1+ C 2 ui d m ui n F) /� m d �I � c D 0 Z 0 O `H � N/ N Lu 0 r' •'' i< 0 ti' MINIMUM LL EMBEDMENT (SEE _ ~ INSTALL NOTE 5, N SHEET 1.) PR�`�O� y1 ^ TIiJ Iz a i t f N C O = S Z v DWG #: AWD087 SHEET: A OF 7 MINIMUM CONCRETE/MASONRY BY OTHERS EMBEDMENT (SEE SEE INSTALL. NOTE 10, SHEET 1. INSTALL NOTE 6, SHEET 1.) TWO (2) INSTALLATION • ANCHORS PER BRACKET (SEE a INSTALL NOTE 6, SHEET 1) a 2 1/2' MIN. �• A EDGE DISTANCE NOTE: 1X WOOD BUCK MAY BE VTILIZED BETWEEN GUSSET n VERTICAL SECTION CIIP6CONCRETE/MASONRY. J GUSSET INSTALLATION - CONC./MASONRY 3-1/4' MULLION (4) #8 X 1/ METAL STUD BY SEE INSTALL. NOTE 10, FOUR (4) INSTAL ANCHORS PER BRACH INSTALL NOTE 5, 1/2' MII EDGE DlZP...r C R VERTICAL SECTION 4 GUSSET INSTALLATION - METAL STUD 3.1/4' MULLION wlsoows•000ss 100 FOMTN AYE NORTH OAV"T•-0700 -- M Ql1)2M3U'0 FX -(651)264, m R n IT, o � �►� 2 Nmr�i Zf �3:'�` L u) JJc M J m _ Lu W m Z m IZ• �►"'1+ C 2 ui d m ui n F) /� m d �I � c D 0 Z 0 O `H � N/ N Lu 0 r' •'' i< 0 ti' MINIMUM LL EMBEDMENT (SEE _ ~ INSTALL NOTE 5, N SHEET 1.) PR�`�O� y1 ^ TIiJ Iz a i t f N C O = S Z v DWG #: AWD087 SHEET: A OF 7 RENEWAL MULLION DESI6N PRESSURE CAPACITIES: FOR INSTALLATION INTO WOOD, METAL STUD, OR CONCRETE SUBSTRATES NOTE: 1) MULLION CHART APPLIES TO RENEWAL MULLION ASSEMBLIES, WHEN MULLED IN ONE-WAY, STACK OR RIBBON, CONFIGURATIONS. 2) DESIGN PRESSURE VALUES ARE POSITIVE AND NEGATIVE IN PSF. 3) MAXIMUM DEFLECTION HAS BEEN LIMITED TO L/17S. 4) DESIGN PRESSURE OF ASSEMBLY IS LIMITED TO THE LESSER DESIGN PRESSURE OF THE MULLION ASSEMBLY OR THE INDIVIDUAL UNIT OF INSTALLATION. ADJACENT WINDOWS SHALL BE UNDER SEPARATE FL APPROVAL. S) MULLION CHART APPLIES TO THE FOLLOWING INSTALLATION CONDITIONS: GUSSET INSTALLATION TO WOOD, METAL STUD, OR CONCRETE 6) TRIBUTARY WIDTH = W = (A♦B)/2 7) REFER TO SHEET 4 FOR INSTALLATION DETAILS. 8) WHEN WINDOWS ARE STACKED VERTICALLY, THE MANUFACTURER/INSTALLER SHALL ENSURE THAT THE WEIGHT OF UNITS ABOVE WILL NOT CAUSE DEFLECTIONS OR STRESSES WHICH WILL AFFECT OPERATION OR STRUCTURAL ADEQUACY OF UNITS BELOW. WINDOWS - @-Does IMF"ArE NORTH 41vFORr. -- R4(01)264 -515D rx.(650m.5485 MAXIMUM DESIGN PRESSURE CAPAMY CHART IPSFI: WOOD/METAL STUD/CONCRETE OF,LL L` INUALLAILM ��1W1 oor W � p m Z -c m v) < lo 3a L - MIR as ►"hoz_ map $ O f W day W • TIibLdary Width (n) Length (in) 1&0 21.0 24.0 27.0 30.0 33.0 34.0 36.0 420 48.0 34.0 60.0 68.0 72.0 24.0 45.0 45.0 450 45.0 450 45.0 45.0 45.0 45.0 45.0 45.0 450 45.0 45.0 30.0 450 45.0 45.0 45.0 450 45.0 45.0 450 450 45.0 45.0 45.0 45.0 450 3&0 45.0 45.0 450 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 420 45.0 45.0 45.0 45.0 450 45.0 45.0 45.0 450 45.0 45.0 45.0 45.0 45.0 4&0 45.0 45.0 450 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 S4.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 1 45.0 45.0 45.0 45.0 45.0 45.0 60.0 45.0 45.0 45.0 45.0 45.0 450 45.0 45.0 43.6 41.3 40.1 39.7 39.7 39.7 6&0 45.0 45.0 45.0 45.0 45.0 43.7 42.9 41.3 37.8 35.4 33.9 33.1 32.8 32.8 72.0 45.0 45.0 450 450 41.8 39.0 38.2 36.7 333 31.0 29.0 27.6 268 26.5 77.0 45.0 45.0 45.0 41.6 38.4 35.8 35.0 33.3 29.4 26.6 24.6 23.2 22.3 21.8 7&0 45.0 45.0 45.0 41.0 37.8 34.9 34.0 32.4 286 258 23.9 22.5 21.6 210 84.0 1 45.0 45.0 40.1 35.9 32.6 29.9 29.1 27.7 24.3 21.8 20.1 18.8 17.8 17.2 90.0 45.0 39.5 34.8 311 28.2 25.8 25.2 23.9 20.9 18.7 17.1 159 15.0 - 9&0 40.3 34.7 30.5 27.2 24.7 22.6 22.0 20.9 18.2 163 102.0 35.6 30.6 269 24.1 21.8 19.9 19.4 18.4 16.0 10&0 31.7 27.3 24.0 214 1964 17.7 17.2 16.3 114.0 28.4 24.5 21.5 19.2 17.3 15.8 15.4 120.0 25.7 22.0 194 17.3 15.6 NOTE: 1) MULLION CHART APPLIES TO RENEWAL MULLION ASSEMBLIES, WHEN MULLED IN ONE-WAY, STACK OR RIBBON, CONFIGURATIONS. 2) DESIGN PRESSURE VALUES ARE POSITIVE AND NEGATIVE IN PSF. 3) MAXIMUM DEFLECTION HAS BEEN LIMITED TO L/17S. 4) DESIGN PRESSURE OF ASSEMBLY IS LIMITED TO THE LESSER DESIGN PRESSURE OF THE MULLION ASSEMBLY OR THE INDIVIDUAL UNIT OF INSTALLATION. ADJACENT WINDOWS SHALL BE UNDER SEPARATE FL APPROVAL. S) MULLION CHART APPLIES TO THE FOLLOWING INSTALLATION CONDITIONS: GUSSET INSTALLATION TO WOOD, METAL STUD, OR CONCRETE 6) TRIBUTARY WIDTH = W = (A♦B)/2 7) REFER TO SHEET 4 FOR INSTALLATION DETAILS. 8) WHEN WINDOWS ARE STACKED VERTICALLY, THE MANUFACTURER/INSTALLER SHALL ENSURE THAT THE WEIGHT OF UNITS ABOVE WILL NOT CAUSE DEFLECTIONS OR STRESSES WHICH WILL AFFECT OPERATION OR STRUCTURAL ADEQUACY OF UNITS BELOW. WINDOWS - @-Does IMF"ArE NORTH 41vFORr. -- R4(01)264 -515D rx.(650m.5485 ti F- z82 m n t v>tz s 0 Q m w� OF,LL L` Lu v ��1W1 oor W � p m Z -c m v) < lo 3a p < as ►"hoz_ map $ O f W day In Z ZO H � > aj W N o 0 * ag4­% - f� • F s stn: r F 6 i r mN ca u�� Y = U Z p O p DWG 1t: A W 0087 SHEET: 5 OF 7 RENEWAL MULLION DESI6N PRESSURE CAPACITIES: FOR INSTALLATION INTO HOLLOW BLOCK OR GROUT FILLED CMU j MAXIMUM DESIGN PRESSURE CAPACITY CHART IPSFL• HOLLOW BLOCK OR GROUT FILLED CMU INSTALLATIONS L . Wil W - Tnbutary Width (in) Length (in) 1&0 21.0 24.0 27.0 30.0 33.0 34.0 36.0 410 18.0 $4.0 72.0 j 24.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 450 45.0 45.0 45.0 j 30.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 j 3&0 45.0 450 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 M45.O45.0 45.0 110 45.0 45.0 45.0 45.0 450 45.0 450 45.0 45.0 45.0 45.0 45.018.0 45.0 45.0 45.0 45.0 45.0 42.9 42.4 41.3 39.4 38.8 38.8 38.8 j 54.0 45.0 45.0 44.3 40.8 382 36.1 35.5 34.4 32.2 310 30.6 30.6 30.6 30.6 j 60.0 45.0 42.9 38.8 35.6 33.1 31.1 30.5 29.5 27.3 25.8 25.1 24.8 24.8 24.8 j 6&0 43.5 38.3 34.4 31.5 29.2 27.3 26.8 25.8 23.6 22.1 21.2 20.7 20.5 20.5 j 710 39.4 34.6 31.0 28.3 26.1 24.4 23.9 23.0 20.8 19.4 18.4 17.7 17.3 17.2 j 77.0 36.5 32.0 28.6 26.0 24.0 22.4 21.9 21.0 19.0 175 16.5 15.8 15.4 15.1 j 7&0 35.9 31.5 28.2 25.6 23.6 22.0 21.5 20.7 18.6 17.2 16.2 155 15.0 j 81.0 33.1 289 25.8 23.5 21.6 20.0 19.6 18.8 169 15 5 j 90.0 30.6 26.7 23.8 21.6 19.8 18.4 18.0 17.2 15.4 j 9&0 28.5 24.9 22.1 20.0 18.4 17.0 16.6 15.9 j 102.0 267 23.2 207 187 17.1 ISO 15.4 108.0 25.1 21.8 19.4 17.5 16.0 j 114.0 23.6 20.5 182 165 15.0 120.0 22.3 19.4 17.2 15.5 - NOTE: 1) MULLION CHART APPLIES TO RENEWAL MULLION ASSEMBLIES, WHEN MULLED IN ONE-WAY, STACK OR RIBBON, CONFIGURATIONS. 2) DESIGN PRESSURE VALUES ARE POSITIVE AND NEGATIVE IN PSF. 3) MAXIMUM DEFLECTION HAS BEEN LIMITED TO L/175. 4) DESIGN PRESSURE OF ASSEMBLY IS LIMITED TO THE LESSER DESIGN PRESSURE OF THE MULLION ASSEMBLY OR THE INDIVIDUAL UNIT OF INSTALLATION. ADJACENT WINDOWS SHALL BE UNDER SEPARATE FL APPROVAL. 5) MULLION CHART APPLIES TO THE FOLLOWING INSTALLATION CONDITIONS: GUSSET INSTALLATION TO HOLLOW BLOCK OR GROUT FILLED CMU 6) TRIBUTARY WIDTH = W = (A+B)/2 7) REFER TO SHEET 4 FOR INSTALLATION DETAILS. 8) WHEN WINDOWS ARE STACKED VERTICALLY, THE MANUFACTURER/INSTALLER SHALL ENSURE THAT THE WEIGHT OF UNITS ABOVE WILL NOT CAUSE DEFLECTIONS OR STRESSES WHICH WILL AFFECT OPERATION OR STRUCTURAL ADEQUACY OF UNITS BELOW. WORDOWS-000118 IW F"TH AVE NOIIM urFar..w 090WIOf� p+1) iM•SPJO Flt. (Y!q tb •l, 0D n YZ.1>ZT M m� v) log o< gs > �mW w>� m Z<m M In 3 ui o`z c� d mu;c it 0 V) Z �Ic F M Z YLL < F D SID_ t8z1 DW6 #: OF 7 OCS -EJ FRAME % FIBREX C;ki 732' r4.000* OPWU-BASE FRAME 12 FISREX 6 3.000' Pp o 1 4.000' ,1 22 CS -BASE FRAME 8 FIBREX 0 o° D ]2.732* r°C�oQ 4 000' 3-1/411 RENEWAL MULLIONEXT TRIM (FULL FRAME) 1 FIBERGLAss 2 FIBREx 3.250' +{ -4 4- 0.419' I E 1.9 42* O PN`T. TRIM (INSERT) O ILNT. OOD TRIM (VENEER/FULL) O EXTETRIM (INSERT) FIBRX 0.285' r 0.356' 1.231' 1 J 2.200• 1.946• 0.42T �{ ODB -FULL FRAME 9 FISREX 1.586' 000 4.641' O10 DB -INSERT FRAME FIBREX i DOQ9 4.000' 13 PW -FULL FRAME 14 PW EzSERT FRAME 15 GL-EJ FISRFRAME FIBREXlul 2.998' �� 2.500' ..,.. Fes- 4.000' -moi ADAPTIVE GUSSET, HEAD 23 ADAPTIVE GUSSET, SILL 304 55 (12 GA.) 304 55 (12 GA ) ' 4 312' -H f 3.795' 2.090' 2.090' • 3.795' 4.312' _r 5A 1.993' 4.320• 24 ADAPTIVE SPACER, UNIVERSAL INJECTION MOLDED PLASTIC 1.683• I I--1- 0.231' T OPWU-EJ FRAME FISREX 3.000' Ppao 1 4.00(r ----{ 16 &L -BE SE FRAME FIBO O� �� 1.993• 4.320' l� wlsoors•0000� 100 F01111TM AVE N0111M IlA"MT, 4N 5300)-096 M 4631) 264.5L' 0 FX- (ESI)20.343 o Z F uTly I O 2 wj$� at = 4[Wj A �go ` v1 S Lu -4 La a F dL cc x 43 si Z it 41 1n 1„1 BILL OF MATERIALS m Z REM DESCRIPTION MATERIAL MANUFACTURER 1 3-1/4- REINFORCED MULLION FIBERGLASS ANDERSEN CORPORATION 2 EXTERIOR TRIM FULL FRAME FIBREXO ANDERSEN CORPORATION 3 INTERIOR TRIM (INSERT FRAME) PVC ANDERSEN CORPORATION 4 INTERIOR TRIM (VENEER & FULL FRAME) W000 ANDERSEN CORPORATION S EXTERIOR TRIM (INSERT FRAME) FIBREXO ANDERSEN CORPORATION 6 NOT USED 7 CS -E) FRAME FIBREXO ANDERSEN CORPORATION 8 CS -BASE FRAME FIBREXO ANDERSEN CORPORATION 9 DB -FULL FRAME FISREX0 ANDERSEN CORPORATION 10 DB -INSERT FRAME FIBRD(O ANDERSEN CORPORATION 11 PWU-EJ FRAME FIBREXO ANDERSEN CORPORATION 12 PWU-BASE FRAME FIBREXO ANDERSEN CORPORATION 13 PW -FULL FRAME FIBREXO ANDERSEN CORPORATION 14 PW-INSERTFRAME FIBREXO ANDERSEN CORPORATION 15 GL -EJ FRAME FIBREXO ANDERSEN CORPORATION 16 GL -BASE FRAME FIBREXO ANDERSEN CORPORATION 17 PWU GLASS STOP FIBREXO ANDERSEN CORPORATION IB PWU-EI TRIM STOP FIBREXO ANDERSEN CORPORATION 19 PWU-BASE TRIM STOP FIBREXO ANDERSEN CORPORATION 20 PW GLASS STOP PVC ANDERSEN CORPORATION 21 PW STOP COVER FIBREXO ANDERSEN CORPORATION 22 ADAPTIVE GUSSET, HEAD 3045TAINLESSSTffI ANDERSEN CORPORATION 23 ADAPTIVE GUSSET, SILL 304 STAINLESS STEEL ANDERSEN CORPORATION 24 ADAPTIVE SPACER, UNIVERSAL I INJECTION MOLDED PLASTIC ANDERSEN CORPORATION OCS -EJ FRAME % FIBREX C;ki 732' r4.000* OPWU-BASE FRAME 12 FISREX 6 3.000' Pp o 1 4.000' ,1 22 CS -BASE FRAME 8 FIBREX 0 o° D ]2.732* r°C�oQ 4 000' 3-1/411 RENEWAL MULLIONEXT TRIM (FULL FRAME) 1 FIBERGLAss 2 FIBREx 3.250' +{ -4 4- 0.419' I E 1.9 42* O PN`T. TRIM (INSERT) O ILNT. OOD TRIM (VENEER/FULL) O EXTETRIM (INSERT) FIBRX 0.285' r 0.356' 1.231' 1 J 2.200• 1.946• 0.42T �{ ODB -FULL FRAME 9 FISREX 1.586' 000 4.641' O10 DB -INSERT FRAME FIBREX i DOQ9 4.000' 13 PW -FULL FRAME 14 PW EzSERT FRAME 15 GL-EJ FISRFRAME FIBREXlul 2.998' �� 2.500' ..,.. Fes- 4.000' -moi ADAPTIVE GUSSET, HEAD 23 ADAPTIVE GUSSET, SILL 304 55 (12 GA.) 304 55 (12 GA ) ' 4 312' -H f 3.795' 2.090' 2.090' • 3.795' 4.312' _r 5A 1.993' 4.320• 24 ADAPTIVE SPACER, UNIVERSAL INJECTION MOLDED PLASTIC 1.683• I I--1- 0.231' T OPWU-EJ FRAME FISREX 3.000' Ppao 1 4.00(r ----{ 16 &L -BE SE FRAME FIBO O� �� 1.993• 4.320' l� wlsoors•0000� 100 F01111TM AVE N0111M IlA"MT, 4N 5300)-096 M 4631) 264.5L' 0 FX- (ESI)20.343 o Z F uTly I O 2 wj$� at = 4[Wj A �go ` v1 S Lu -4 La a F dL cc x 43 si Z it 41 1n 1„1 r m N m Z y co 3� ?= v2 c u DWG #: A W b087 7 OF REQUIRED INSPECTION SEQUENCE BP#. IL - %s lib address: l32 Pe wtA*.,-b Br�ri.DLP[C PorlaMIz min Mal Inspection Description tion Footer / Setback StemwalI Foundation / Form Board Survey Slab / Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing— Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Q Final Window Final Screen Room Final Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final Building Other REVISED: June 2014 ELECTRICAL PERMIT la9[an Mal Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final MECH•AKfCAL PERKtT mn Max Inspection Description min Max Inspection Description Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final MECH•AKfCAL PERKtT mn Max Inspection Description Mechanical Rou h Mechanical Final 1V1[un 1VlCax Inspection Description Gas Underground Gas Rough Gas Final