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130 Rockhill Dr - BR18-004420 - WINDOWSNMI 0 1 2018 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 7,713 Job Address: 130 ROCKHILL DR SANFORD, FL 32771 Historic District: Yes No Parcel ID: 33-19-30-516-0000-1250 Residential [X Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Replacing 3 windows size or size Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name BUTERA, ANTHONY FBUTERA, SHARON C Phone: k )2 - Street: 130 ROCKHILL DR Resident of property? City, State Zip: SANFORD, FL 32771 Contractor Information Namej Yed - 41 t Q ? U A n S,) 5olb Phone: 4 o -7— r 3- 4` a Street: 5& ` 5 &A,," y-1 ` Fax: City, State Zip: State License No.: C G C 1 SA 41 3 S Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5' Edition (2014) Florida Building Code 00 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 ofpermit is verification that I will notify the owner of the property ofthe requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy ofthe executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done i , omplianVe with all applicable laws regulating construction and zoning. Date of Flo>i5 Date Samuel E. Hall NOTARY PUBLIC STATE OF FLORIDA Comm# GG264764 Owner/Age E*f0494 WRwn to Me or Produced ID Type of ID I L9 &- Ili gnature Contra /Agent Date Print Contractor/Agent's Name t© 9-0bg Signatml of Notary -State ofFlorida Date MQan R. Mondayysro; NOTARY PUBLIC ai ESTATE OF FLORIDA Comm# GG156222 Contractor/ Agent 11 MP4ft§lFR9/ Ito Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: -S F' tI.19-V$ Revised: June 30, 2015 Permit Application REQUMED !NSPECTION' SEQUENCE Se'thackFooter Remwall Fbundaticn/Form Board. -Survey SlablMatio Sldb-Prepour Lintel / Tie- Beata / Fill Down Cell h bing-L WSheathalrs- Sheathing11 Roof I RoofDry In Frame Insulation Rough In I Firewall S'Crew Pattern JDrywall / Sheetrock Lath Inspect,foh Final Solar I Finar Roof Final Stucco- /,Siding Insulation Rm'K Final Utility; Building - Final Door Final*- Window Final Screen'.Room Final Pool Screen Enclosure. Mobile Home Building -Final Pre: Demo Final Demo - Final Single Resfd`ence 1. B Idin' Fina g (Other) REVISED., Ame 20144 Addirows: MIL" MgLx Hns fl[2flonP-e(zt —ioIi DesE MectAc Underground Footei /* Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final vrajratyo„• Klw!: I rqNIg- M min I ex. IM I I -Plumbing Underground Plumbing Sewer Plumbing Tub, Set Plumbing Final ME•- .. 1% Mn Max Imspechou DrescFjeflon Mecham"cal Rough Mechanical. Final IA I Gas Underground Gas Rough Gas-Fin!al Renewal Agreement Document and Payment Terms byAndersen. dba: Renewal ByAndersen ofCentral Florida Sharon Butera W, Legal Name: Universal Roofing Group, Inc. 130 Rockhill Dr CGC1524135 Sanford, FL 32771 w:Roow RE IACEMEMT 997 West Kennedy Blvd. Suite A18 I Orlando, FL 32810 H: (407)323-6050 Phone: 407-803-4723 1 Fax: I Customerservice®rbafla.com Buyer(s) Name: Sharon Butera Contract Date: 10/16/18 Buyer(s) Street Address: 130 Rockhill Dr, Sanford, FL 32771 Primary Telephone Number: (407)323-6050 Secondary Telephone Number: Primary Email: fuelman8@bellsouth.net Secondary Email: Buyer(s) hereby jointly and severally agrees to purchase the products and/or services of Universal Roofing Group, Inc. d/b/a Renewal By Andersen of Central Florida(" Contractor"), in accordance with the terms and,conditions described in this Agreement Document and Payment Terms, any documents listed in the Table of Contents, and any other document attached to this Agreement Document, the terms of which are all agreed to by the parties and incorporated herein by reference (collectively, this "Agreement"). Buyer(s) hereby agrees to sign a completion certificate after Contractor has completed all work under this Agreement. Total job Amount: $7,713 By signing this Agreement, you acknowledge that the Balance Due, and the Amount Financed must be made by personal check, bank check, credit card, or cash. Deposit Received: $0 Balance Due: $7,713 Estimated Start: Estimated Completion: Amount Financed: $7,713 8-10 weeks 8-10 weeks Method of Payment: Financing We schedule installations based on the date of the signed contract and secondarily on the date in which we complete the technical measurements. The installation date that we are providing at this time is only an estimate. We will communicate an official date and time at a later date. Rain and extreme weather are the most common causes for delay. Notes: GreenSky 2736 Buyer(s) agrees and understands that this Agreement constitutes the entire understandings between the parties and that there are no verbal understandings changing or modifying any of the terms of this Agreement. No alterations to or deviations from this Agreement will be valid without the signed, written consent of both the Buyer(s) and Contractor. Buyer(s) hereby acknowledges that Buyer(s) 1) has read this Agreement, understands the terms of this Agreement, and has received a completed, signed, and dated copy of this Agreement, including the two attached Notices of Cancellation, on the date first written above and 2) was orally informed ofBuyer's right to cancel this Agreement. NOTICE TO BUYER: Do not sign this contract if blank. You are entitled to a copy of the contract at the time you sign. YOU, THE BUYER, MAY CANCEL THIS TRANSACTION AT ANY TIME NOT LATER THAN MIDNIGHT OF 10/19/2018 OR THE THIRD BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION, WHICHEVER DATE IS LATER. SEE THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN EXPLANATION OF THIS RIGHT. Legal Name: Universal Roofing Group, Inc. dba: Renewal Dy Andersen joffCentral Florida Buyer(s) o Signature of Sales Person Signature Signature Guy Berlt Print Name of Sales Person Sharon Butera Print Name Print Name UPDATED: 10/16/18 Page 2 / 15 RECORD COPYRenewalOrderSummarybyAndetsem- dba: RENEWAL BYANDERSEN OF CENTRALFLORIDA SHARON BUTERA Legal Name: Universal Roofing Group, inc. I License # CGC1524135 130 Rockhill DrW, a 997 West Kennedy blvd I Orlando, FL 32810 Sanford, FL 32771 WiNDOIT EE LACEMENT Phone: 407-803-4723 1 Fax: 407-386-8262 1 customerservice@rbafla.com Measure Tech: Guy Berlt, (602)790-6892 H: (407)323-6050 I C: k BACK REVIEWED POR CODE PLANS EXAMINER DATE SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE UNIT NOTES 41 l)3ALDING SANFOFO , 10/16/18 Page 3 / 12 PLORItlA tlDPARTMRNT OPz,, „ di _' Business &$Prya frestonofgtiIf _. Db PR HOttE', ;ADOU1sD8P6/,ODPRIDIVISION5'r CONTACt.Ofl PRFl iitla Product Approval r B ,,,. USER: Public User 8 Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality'Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL19563-R2 Affirmation 2017 Approved 0 Andersen Corporation 100 Fourth Avenue North Bayport, MN 55003 651)264-5308 alan.barstad@AndersenCorp.com Alan Barstad alan. barstad@AndersenCorp.com Windows Horizontal Slider Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C Evaluation Report - Hardcopy Received . Hermes F. Norero, P.E. PE-73778 Window and Door Manufacturers Association 12/31/2019 Locke Bowden P. E. O Validation Checklist - Hardcopy Received FL19563 R2 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 O I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. https://www.floridabuilding. org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs%2fmGFoyT6raZOyLCWc3g2NlznQVtPnXFx4fzKC6848hA%3d%3d 1/2 7/4/2018 Florida Building Code Online Documentation from approved Evaluation or Validation Entity O Yes O No O N/A" s FL19563 R2 COC SA19563 SS 2017-08-15.pdf Product Approval Method Method 1 Option D Date Submitted 08/15/2017 Date Validated 08/15/2017 Date Pending FBC Approval Date Approved 08/16/2017 Summary of Products 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 R2 II AWD095 SS 2016-02-18.pdf 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 R2 AE PER4088 SS 2015-12-18.pdf Report, PER4088, for sizes, design pressures, and installation Created by Independent Third Party: Yes requirements. Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe https://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQv4tDgs%2fmGFoyT6raZOyLCWc3g2NIznQVtPnXFx4fzKC6848hA%3d%3d 2/2 INSTALLATION NOTES: 1. INSTALLATION CLIPS: ONE (I) INSTALLATION ANCHOR CLIP ISREQUIRED.AT EACH ANCHORLOCATIONSHOWN; EACH CUP Is TO USE TWO (2) INSTALLATION ANCHORS. 2., THROUGH FRAME'ANDNAIL'FIN`.'.ONE (1)'INSTALLATIONANCHOR4SREQUIRED 'AT. EACH,ANCHORLOCATION.SHOWN, UNLESS OTHERWISE.NOTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCEOF 3112 INCH OF THE DEPICTED LOCATIONIN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERAANCESJ. TOLERANCES ARE NOTCUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT4. INSTALLATION CUP". FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR, DIRECTLY INTO CONCRETE/MASONRY, USE TWO (2) 31161NdI HWH ITW'TAPCON PER INSTALLATIONCUP OF SUFFICIENTLENGTHTO ACHIEVE 11141NCHMINIMUM EMBEDMENT AND SHALL2 MAINTAIN. MINIMUM"EDGEDISTANCE. ANDERSEN CORPORATION-, INC RENEWAL SERIES GLIDER WINDOW NON -IMPACT 6ENERAL NOTES:- 1. ' THE PRODUCT SHOWN HEREIN:IS DESIGNED ANDi MANUFACTURED'TOCOMPLY WITHTHE 5TH'EDITION (2014) FLORIDA BUILDING CODE, EXCLUDING HVHZ, THE PRODUCT HAS BEEN EVALUATED TOTHE FOLLOWING: AAMA/WDMA/CSA' 101A.Sr2/A440-08%11, S. INSTALLATION CLIP: FOR.INSTALLATION INTO2X BUCK USE TWO Q) ITSPAN HEAD; WOOD SCREWS 2 ADEQUACY OF THE EXISTING STRUCTURALPER INSTALLATION CLIP OF SUFFICIENT LENGTHTO ACHIEVE1 W INCH MINIMUM EMBEDMENT CONCRETE/MASONRV2XANDMETAL STUD FRAMING AS A. INTO:WOOD SUBSTRATE ANDSHALLMAINTAIN MINIMUM 3/4" EDGEDISTANCE., MAIN WINDFORCE:RESISTING SYSTEM CAPABLE OFWITHSTANDING ANDTRANSFERRING APPLIED PRODUCT 6. INSTALLATION.CIJ!: FOR INSTALLATION THROUGH METALSTUD USE TWO (214RHWH. GRADE 5 LOADS TO THE. FOUNDATION ISTHERESPONSIBILITY OF. THE SELF -DRILLINGDRSELF- TAPPINGSCREWS PER INSTALLATION CUROF SUFFICIENT LENGTH TO ENGINEER OR ARCHITECT OF RECORD FORTHE.PROJECT OF ACHIEVE:3 THRF40S MINIMUM PENETRATIONBEYOND METAL FRAME SUBSTRATE :AND SHALL INSTALLATION: MAINTAIN MINIMUM 3/ 4" EDGE DISTANCE: 3. IX AND2X BUCKS (WHEN USED) SHALL BE DESIGNED AND, 7- THROUGH 'FRAME:. F,ORINSTALLATION INTO,2XBUCK. USE RIO,FH WOOD SCREWS OF SUFFICIENT ANCHORED TOPROPERLY TRANSFER ALL LOADS TO THE LENGTH TO ACHIEVE 11/2INCH MINIMUM'EMBEDMENT:INTO WOOD .SUBSTRATE 'AND SHRLL STRUCTURE., BUCKDESIGN AND INSTALLATIONIS OF ENGINEER OR ARCHITECT OF RECORD:. MAINTAINMINIMUM3/4"EDGE -DISTANCE. PK0J cr OF IN FOR THEPROlECTOFINSTALIATION. - FOR B.'THROUGH FRAME: FORINSTALLATION INTOMETAL SUBSTRATES,USE:#10 FH GRADES 4; THE INSTALLATION DETAILS! DESCRIBED. HEREIN ARE GENERIC'; SELF70RILUNG.ORSELF-TAPPING:SCREW56FSUFFICIENTLENGTHTOACHIEVE,1THREADS _ ANDMAY NOTREFLECT ACTUAL .CONDITIONS FOR ASPECIFIC MINIMUM PENETRATION BEYOND METALFRAME`SUBSfRATEANDSHALL MAINTAINMINIMUM SITE. IF SITECONDITIONS CAUSE DEVIATE 3/4"- EDGE -DISTANCE., INSTALIATON.,TO FROM THE REQUIREMENTS DETAILEDHEREIN, A LICENSED ENGINEER SHALL 1 THROUGH: FRAME: FORIINSTALLATIONTHROUGH1XBUCKTOCONCRETE/MASONRY; OR DIRECTLY ESITE.SPECIFIC DOCUMENTS -FOR DOCUMENT. UMENTSfOR,USE WITHTHISDOCUMENL. INTO CONCRETE/MASONRY, USEONE (1).3116jNCH FH fIW TAPCON OFSUFFICIENTLENGTHTO ACHIEVE 1 1/4: INCH MINIMUM. EMBEDMENT AND SHALL MINIMUM '2"EDGE DISTANCE. 5... APPROVED. IMPACT PROTECTIVE SYSTEM IS, REQUIREDTOPROTECT THISPRODUCT I N AREAS REQUIRING IMPACT I0.NAIL FIN: FORINSTALLATION INTO 2X BUCK USE #8 PAN HEAD,WOODSCREWS OF SUFFICIENT RESISTANCE., LENGTH TO ACHIEVE 111211NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE AND SHALL MAINTAII4MINIMUM 3/4" EDGE -DISTANCE.: 6. WINDOW FRAME MATERIAL: FIBREXV AND PVC- II.NAIL FIN: FOR, INSTALLATION. INTO, METAL SUBSTRATESIUSE,#8 HWH GRADE 5 SELF -DRILLING OR SELF-TAPPS ING SCREWS SUFFICIENT LENGTH TO ACHIEVE 3THREADSMINIMUM PENETRATION SEYONDfMETALFRAMESUBSTRATE AND514ALLMAINTAIN. MINIMUMS/4 EDGE DISTANCE. 12.MINIMUM EMBEDMENT AND EDGE DISTANCE,EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO', FOAM;: BRICK VENEER, AND SIDING,. 13 INSTALLATION ANCHORS AND ;ASSOCIATED 'HARDWARE MUST BE MADE OF CORROSION - RESISTANT MATERIAL OR HAVE:ACORROSION RESISTANT COATING. 14.FOR HOLLOW BLOCK ANDGROUTFILLED BLOCK: DO:N0T-1NSTALLINSTALLATIONANCHORS INTOMORTAR JOINTS: -EDGE DISTANCE15 MEASURED FROMFREE.EDGEOF BLOCK OR EDGE OF MORTARJOINT INTO: FACE-SHELLOF BLOCK. 15.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITHANCHOR'MANUFAIfTURER'S INSTALLATIONINSTRUCTIONS, AND ANCHORS; SHALL NOT BE USED IN SUBSTRATES WITH ` STRENGTHS.LESS.THAN THE MINIMUM: STRENGTH SPECIFIEDBYTHE :ANCHOR MANUFACTURER. 16.INSTAILATIONANCHOR CAPACITIES FOR .PRODUCTS -HEREIN ARE BASED ON SUBSTRATE; MATERIALS' WITH THE FOLLOWING PROPERTIES:, A. WOOD w MINIMUM SPECIFIC.GRAVITY.OF'0. 55.. B.-'CONCRETE:-MINIMUM COMPRESSIVE STRENGTH OF 3OWPSI. r_-MASONRY -.STRENGTH CONFORMANCE TO ASTM C-90 - D.;STEEL-MINIMUM YIELD.STRENGTHOF 33 KSI. MINIMUM WALL THICKNESS OF. 48MILS (18 GAUGE).. E.. ALUMINUM:, -.MINIMUMWALLTHICKNESS OF}{ %'6063-TS ALLOY OR BETTER. 7. SEESHEET9.F0RGLAZING DETAILS. 8. DESIGNATIONS"X" AND"O"STAN_D FOR THE FOLLOWING: X: OPERABLE PANEL 0: FIXED PANEL TABLE OF CONTENTS SHEETREVISION' SHEET6E5CRIPTION 1 A GEN,Ek AL A INSTALLATION: NOTES ELEVATIONS e3 ELEVATIONS (2) 4. XO AND XX. ANCHOR LAYOUTS, 5 XOX ANC110R LAYOUTS 6- ATHROUGH FRAME INSTALLATION DETAILS 7 A NAIL FIN INSTALLATION DETAILS' 18 CLIPINSTALLATION DETAILS 9' A INTERMEDIATE MEMBERS;REINFORCEMENT REQUIREMENTS, EJ FRAME DETA, m5'AND'GLAZIN6•DETArL. DESIGN PRESSURE RATING' SIZE] CONFI611RATION DESIGN FRE55URE 5ASH WIDTHAATIO- 72" X- 8Q • XO 140DI 40.0PSF 1: 1 96"X:54"- XO 40.0/:40.O PSF lil. 96"X72, XO 40.0 /,40.0: PSF la 168".X'5e XO' 425.6 /--25:O PSF 1l2, lOB" X:72" XO i-20.0 /=20. 0'PSF L. 56IXe0f4 XO 46.0/46.0' P, SF 1l2I 74" X.54"" XOI40.0 /,-40.0PSF 1:2: 74" X72" XO- 35.0 % -35.O PSF Ilz 48"X, 48" XX 40.0 /.-40:0 PSF 1:1- 72"X'80'= XX36.0/-30.OPSF: 1;1. 96" X.547' XX 4:35.0 / -35: 0 PSF Iil. 96"' X60"°- XX 35.6 /-35.0PSF] Ill 96'X 72"' XX 20.0/,720:0 PSF lil. 144'X54" XOX-30.0/-30:O.PSP 144'X72" XOX 25.0/-25.6PSF ' fail 84" X'60" XOX 40.0 / -40.0 PSF 1 1i1 84" k80' XOX 35.0 / -35.0_PSF Ul l 144" X 54" XOX 30.0 / -.30.0 PSF 1:2.1 144" X;72' Nox 25.0 C-25',DPSF V21 .. , 84"X'60"' XOX 40.0/:40:0 PSF' 1:2:1 84"X80"` XOX 35:0/%:-35f0;PSF lit-.1 Digitally' signed by,Hermes'F Norero .P:E. Reason: I at approving"this d6cum_ erst_ Date: r2016. 02'.18 19.1811=05100' M,I sew.ar se e:s IM FMCIH K I.YCTII m mj oLW N N' co TLu 1jam. m Wc 17a u p ul M HE UNIT MAX. WIDTH 06" MAX.'MAX. 1).LO, 43 15/16" 4315/16- 11T MAX. qX: 6;L.O. GHT HEIGHT 2" 65" X. 0. ELEVATION 11X 72TI X0 UNIT 1:1 SASH RATIO Al. VVIDTH 96" MAX. ., 0:'MAX. t.LO. 43.15/16" 4315/16" AWAA6 78 F 7Y NIT MAX. IAXD. L.O: LGAT HEIGHT X. r2" 65!' ef iL- 4L4 ELEVATION96" X 72" XX UNIT 1:1 SASH RATIO u A HE WIDTH 106. MAX. 1) * LO MAX, 0.1-0; 33 5/ 16" W3/8" A A, A 7 8 41T MAX AX. D. L.C. IGHT HEIGHT X. V 12" 6 u. NOTIF ALTERNATE MEETING STILE LOCATION&MAY 8E.USED SUCH ELEVATION MAX. DLO tiTMENsioNs sHomNTHAT 108'. X72" X0 UNIT HEREIN ARE NOT EXCEEDED.I UNEQUAL SASKRATIO NOTAVAILABLE FOR 1:2.SASfi'RATlO UNITS: ELEVATION 72",X80") 10(. UNIT 1:1 SASH RATIO 100 FOLQTH AVE N= M; (6 1) 264-515o Fx: (651) 264-w5 U) n uj m u< P LLJ z UJ W -JDZ. ce 93 ZAWD095 SHEET. 2 6r 9 UNIT MAX, WIDTH 84" Andem- MAX. MAX. MAX. UNIT MAX. D.L.O. D.L.O. _ .LO. ' 24 518" '24 5/8" A 5/g A. A A" 6: 7 r8 r.7Msew.c.eroo-ns' 100 FOUI AVE NMR BAY"T MN,S7W3-10A1 PN::@SI)l645150 'F% (651)_iA45183. m tT 8 Bk 8 - Z yp40. U > m b HEI UNIT MAX: 9 MAX. D,LO. HEIGHT HEIGHT tnmc72" 65 3 w- uiWix J 6 .7"8 NOTE: .QAL'TERNATE.MEETTTJG. STILE ELEVATION ELEVATION LOCATIONS MAY BE USED 84" X 80" XOX.UNIT 144" -X172" XOX.UNIT SUCH THAT MAX. DLO 1:2:1SASH RATIO ' 1'.I;ISASHRATIODIMENSIONS. SHOWN HEREIN AWNOT EXCEEDED. Z UNIT MAX. WIDTH 84" H; MAX. MAX. MAX: UNITMAX.. D. L.O. D.L.O. D.L.O.: WIDTH 144" 18 7/16" 36 7/8" 18 7/16' > FMAX. Lb. L.O.- MAX. D.L'O:. MAX D.L.O. A A ` A 33 7/16. 66 7/6' 33 7/16` a. Lu i 8 g.. 9. HEIGHTUNIT MAX: X'' •O •X" •^ 8 MAX. D.LO: HEIGHT HEIGHT 72- 65 In T; 6, 7 8 6 7 8,. N - Z.i U Z.. ELEVATION ELEVATION. Dw6;#: _ 84" X 80" XOX UNIT 144".:_X 72" XOX UNIT A W,009 5 1: 2':1 SASH RATIO 1:2i1SASH RATIO SHEET: ,- dF A'. NIT MAX. AX: D.L.O. GHT HEIGHT W. 0" 73" NIT MAX. MAX. D:L.O. HEIGHT 0" 73" WIDTH 144" MAX. D.L.O;, MAX D.L.Or. MAX, D:L:O.. 4415Z8" ' 44,5LB` 94 5Y8" 7 8 NIT MAX. MAX. D:L.O. HEIGHT 0" 73" WIDTH 144" MAX. D.L.O;, MAX D.L.Or. MAX, D:L:O.. 4415Z8" ' 44,5LB` 94 5Y8" 7 8 WIDTH 144" MAX. D.L.O;, MAX D.L.Or. MAX, D:L:O.. 4415Z8" ' 44,5LB` 94 5Y8" 7 8 MAX. O.C. SPACING SEE SCHEDULE CORNER DIST. SEE SCHEDULE ' MAX.O.G..SPAICING.: SEESCHEDULE TWOINSTALLATION ANCHORS (SEE INSTALL NOTES 7-9, SHEET 1) AT MEETING STILE END LOCATIONS' THROUGH HEAD, SPACED 2.5' ON EACH 5IDE OF MEETING STILE. - EXCLUDES.UNITS'5 36" X48• T CORNER DIST. SEESCHEDULE TYPICAL ANCHOR LAYOUT MAX. O.C. SPACING SEE SCHEDULE CORNER DIST. - 1 —] SEE SCHEDULE SEE SCHEDULE T CORNER.DIST. SEE SCHEDULE: ALL METHODS OF INSTALLATION REQUIRE:A.CONTINUOUS Yz" BEAD OF SILICONE BELOW THE SILL XO OR"OX GLIDER 1:1 SASH. RATIO TWO INSTALLATION ANCHORS (SEE INSTALL NOTES 7-9,SHEET 1) AT MEETING STILE END LOCATIONS THROUGH HEAD, SPACED 2.5" ON EACH SIDE OF MEETING STILE. EXCLUDES UNTT5a 36' X`48" TYPICAL ANCHOR LAYOUT XO GLIDER 1:2.SASH RATIO REN EWAL SERI ES GLI CIER.ANCHOR.SPACI NG FROM MAX'O.C. MAXO.C. MAXO.C. INSTALLATIONCONFIG CORNERS HEAq. SILL JAMBS' METHOD IN) IN), IN); IN) F NAILFIN 3.5 3.5 3.5 3.5 o, = ce INSTALLATION CLIP 5.5 15i25 15.25 1& O, , THROUGH SEEx 5:5 10125 15.25FRAMENOTES O NAILFIN 3.5 3:5 3.5. 3.5 s c = INSTALLATION 5:5 15 15 16' CLIP' THROUGH SEEx '`! SS 11.25 17i25FRAMENOTESW F' NAILFIN 3.5 3:5 3.5 3.5 INSTALLATION 5.5 14.5 14.5 16" x CLIP: O .+ x' :: i' THROUGH SEE FRAME 5.5 10.375< NOTES 21. 5 W F: NAILFIN 3:5 3.5 3.5 3.5 c s INSTALLATION 5: 5' 12.M 11125 16 X• CUP x N THZ FRAMEH5:5 10:5 NOTES 22 INSTALLATION NOTES: FOR THROUGH FRAME INSTALLATIONS',INSTALLATIONCLIPS 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;:U5E WORST CASE, -ANCHOR SPACING BETWEEN EQUAL SASH AND 1:2:OR 1:2:1 SASH RATIOS FROMTABLE' ABOVE. REFER TOSHEET 1, INSTALLATION NOTES.4-11 FOP. ANCHOR TYPE : DEPENDENTON:INSTALLATION .METHOD "AND SUBSTRATE: Sriosow. o. soon s F" V AYE NORTHIAYFORT MN 55 931 96 PH:,( 6502645I50 iX: (65p:E6•i185 c => JN p d. W 7;5. <. v, m• w x: m a o a Z•,, Z ' t Lu M Q..<... J. 0 X.. Y O w dO J V) v Z CORNER DIST SEE' SCHEDULE MAX. D.C. SPACING' SEE SCHEDULE, O.C. SPACING SCHEDULE.. TYPICAL ANCHOR LAYOUT XOXIGUDER 1:1:1 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 OFMEETING STILE. SEE SCHEDULE ( EXCLUDES UNITS i-36" X 48" CORNER 6I5T:',.. SEE SCHEDULE TYPICAL ANCHOR; -LAYOUT ALL ME *[)S OF INSTALLATION XOX GLIDER REQUIRE'A CONTINUOUS'Y,'' SEAD OF 1:2:1.SASH=RATIO 5ILIC64E BELO W THE SILL RENEWAL,SERI ES GLIDER, ANCHOR SPACING FROM, MAXO.C.' MAXO.C:. MAX-O.0INSTALLATION CONFIG. CORNERS HEAD SILL IAMBSMETHOD IN) IN); IN) IN) F' NAILFIN 3.5. 3.5 3:5 3;5 oc 'o. INSTALLATION 5:5' 15:25 1515 161oNCUP x r , THROUGH SEE SS 10.125: 15.25 FRAME: NOTES O NAILFIN 3.5' 3.5; 3.5 3.5 r cr" INSTALLATION S:SI 15 is 16CCLIPxTHROUGHSEE, 5 5 T115 17 25 FRAME. NOTES W' 0 NAILFIN 3:5 3.54 3.5 3.5 c INSTALLATION, 5 5 14 5 14 5 16 THROUGH SEED5e510.375 21:5 FRAME' NOTES 3.5 3.5 3.5 3i5 INSTALLATION 5. 5 12.125' 12.125 16, X`+ CLIP' X N THROUGH SEE: FRAME: 5. 5L 10:5 I NOTES22, IN5TALLi1TI6N NOTE5`.. FOR.THROUGH FRAME INSTALLATIONS;;INSTALLATIONCLIPS MUST -REUSED AT THE SILL IN;LIEU OF FASTENERS THROUGH FIR AME; 5PACERINI ACCORDANCEWITH THE INSTALLATION CLIP SPACING;REQUIREMENTS LISTED IN THE: ABOVE TABLE.: FOR CUSTOM SA' SH'RATIOS, USE WORST CASE ANCHOR'51?ACIN6 BETWEEN'EQUAL,Sa3H AND i2 OR Ia15ASH RATIOS FROM TABLEJABOVE. REFER TO SHEET I,:_INSTALLATION NOTES"441 FORANCHOR: TYPE DEPENDENT ON IN5TA LATION METHODAND SUBSTRATE. t 1. 100 P" W AVE NM , BAYPORT, MN 57003•M96 651)2b45150F%•(651) EM3185 W V) yL # "•,x7 J 0 V LL pHc 331 Z ca f W < m W X C '. N Oq; m a O P i w O CONCRETE/MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY A 2X WOOD BUCK.BY OTHERS 3/4 MIN. EDGE DISTANCE 2X"WOOD BUCK BY OTHERS 10 FH WOOD SCREW P1/2' MIN: EMBEbMENT INSTALLATION ANCHOR ,::. EXTERIOR FINISH 1/4" MAX SHIM SPACEBYOTHERS TWO INSTALLATION ANCHORS (SEE PERIMETER SEALANT, INSTALL NOTES'.7.9,SHEET 1).REQUIRED - BY OTHERS THROUGH FRAME:'AT HEAD ADJACENT TO o A. WINDOW MEETINGSTILES, TYPICAL EbGE HEIGHT DISTANCE AND EMBEDMENTREQUIRED_: EXCLUDES UNITS 1.36" X 48" 3 THREAD;PENETRATIONEXTERIOR l' INTERIOR fBEYOND METAL FRAME MAX. 3/4" MIN. E66:E SEE GLAZINGDETAIL. SHIM, INTERIORSHIMSPACE DISTANCE VERTICAL SECTION SEE GLAZING DETAIL `. HEAD '.- 2X WOOD BUCK THROUGH FRAME METAL 5UBSTRATE BY OTHERS: EXTERIOR SHEATING BY OTHERS SEEGLAZINGDETAILEXTERIOR / INTERIOR 1' O. A- WINDOW CONTINUOUS Y" BEAD OF HEIGHT SILICONE.ALONG ENTIRE SILL u a PERIMETER - SEALANT SHI MAX. 1 BY OTHERS SHIM SPACE. L) # B+SCREW, PER CLIP; EMBEDMENT T TO WINDOW FRAME EXTERIOP• FINISH' BY OTHERS` 1X WOOD BUCK f PTIONAL) BY OTHERS TWO (2) 3/16"ITW TAPCON. CAULK BETWEEN INSTALLATION ANCHORS ICRETE/ MASONRY 61X - 2' MIN. EDGE OOD BUCK BY OTHERS' DISTANCE MASONRY BY OTHERS; SEE SHEET 8 FOR INSTALLATION' VERTICAL SECTION CLIP DETAILS,AND ANCHORING 6 SILL -1X WOOD ON CONCRETE/MASONRY'' REQUIREMENTS:. INSTALLATION CUP EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS OA. WINDOW' WIDTH HORIZONTAL SECTION V, ' . JAMB- METAL FRAME :SUBSTRATE THROUGH FRAME 7_ w 0 em3THEADSPENETRATIONdem BEYOND METAL FRAME-'' SHEATHING 6 METAL 3/4 `MIN. EDGE STUD: BY OTHERS DISTANCE' 8HWHfRADE5SELF-DRILLING` wlNeews• *eNa CAULK BETWEEN INSTALLATION ANCHORS NuFOVRTN AYE NORTHFIN4METAL. STRUCTURE BAYPdtT; MN5500] XMl6. EXTERIOR FINISH 1/4"'MAX'. PH (b5g2645150-F;% (651)281=5°85 BY OTHERS SHIM'SPACE m TWO INSTALLATION ANCHORS (SEE w ru .. PERIMETER SEALANT INSTALL NOTES Z-9;"SHEET 1) REQUIRED ' Z o ' HBYOTHERSTHROUGHFRAME'AT HEAD ADJACENT`TO O.A. WINDOW MEETING STILES; TYPICALEDGE A m m HEIGHT DISTANCEAND;EMBEDMENTREQUIRED: w 0 = EXCLUDES UNITS St 36" X:'48" 3/4"MIN.TWE V SEE GLAZING DETAIL DISTANCE „ m 2 114" MAX. 3 I. p p Z N '.. EXTERIOR' INTERIOR z w - ZSHIMSPACE `Z a + oWOOtrSTRUCTUREBYOTHERS (y :wcc oa. m w o8PANHEAD.WOODSCREW12 VERTICAL SECTION AA_ INSTALLATION ANCHOR: A INTERIOR a HEAD• METAL FRAMESUBSTRATE NAIL FIN - r. 11/2':MIN: o; EMBEDMENT SEE'&LAZING m ! NAIL FIN/FLANGE IS REVERSIBLE DETAIL SEE ORIENTATION DIFFERENCE ~ EN IN DETAIL A AND B EXTERIOR PIN 6 2X ULK OOD BUCK O p. EXTERIOR FINISH BY OTHERS PERIMETER. SEALANT BY L,/ OTHERS F.{ S 0 SEE GfAZING DETAIL f O.A. WINDOW WIDTH (L- Lu EXTERIOR .J INTERIOR t• C ORIZONTALD SECTION: CONTINUOUS,Iz BEAD-0F CK O.A. WINDOW SILICONE ALONG ENTIRE SILL NAIL FIN HEIGHT o o O .. PERIMETER SEALANT 1/4' MAX: 1 SHIM SPACE is ,a Oi g BY OTHERS 0' o ' y ,2 oFYTCDTLIDFTAITGN: 3/4" J.' 1 .MIN.. EDGE FIN d 2X WOOD BUCK 8 PAN HEADWOODSCREW r 2X WOODIUCK INS••.(FRQ`:". BYOTHERSCAULK BETWEEN 11/2",MIN. O vi J IA; BETE/MASONRYA2X' OOD BUCK:BY OTHERS EMBEDMENT cri a a Y v] t k uZ' CONCRETE/ MASONRY. o DWG # - AWO95 BY OTHERS B VERTICAL SECTION 7 SILL-2XWOOD BUCK SHEET: 7 :Do A, NAILFIN ONE (1) #8 SCREW PER CLIP,, FROM CLIP TO WINDOW FRAME CAULK BETWEEN 3/4" MIN. EDGECRETE/MASONRY &, 2X DISTANCE1001) BUCK BY OTHERS CONCRETE/MASONRY TWO (2) #8 WOOb, 5CREW By OTHERS INSTALLATION ANCHORS. PER CLIP 2X,W000 BUCK: ... By OTHERS EXTERrOR'FINISH ILI/2" MIN. EMBEDMENTBYOTHERS PERIMETER SEALANT 114" MAX. BY OTHERS SHIM SPACEO.A. WINDOW HEIGHT TWO INSTALLATION.ANCHORS (SEE INSTALL NOTES, 7-9i:SHEET I) REQUIRED THROUGH FRAME ATHEAD ADJACENT TO EXTERIOR INTERIOR MEETING STlL_ES,.,TYPICAL EDGE DISTANCE AND EMBEDMENT REQUIRED: SEE GLAZING DETAIL EXCLUDES UNITS,!, 316'XAB" EXTERIOR O.A. WINDOW HEIGHT ONE (1) #8 SCREW; PER CLIP. FROM CLIP TO WINDOW FRAME VERTICAL SECTION HEAD -.2XWOOD BUCK INSTALLATION CUP INSTALLATION CLIP ANCHOR REQUIREMENTS: WOOD SUBSTRATE'USETWO#B PAN,HEAO-WOOD SCREWS PER CLIP, INROW NUMBER ONE Of"PREDRILLED HOLES SHOWN) BELOW METAL5U*8STRA7t USE TWO #8 HWH SMS ANCHORS PER,CLIPJN 51-116 BELOW. ROW NUMBER ONE OF PREDRILLE6 HOLES' 6.500' F7 1;1 F_ 0- 1.500 0' M:: 04615. 0 0 0- i.28-r- 1Ld _d INSTALLATION CLIPDETAIL 11/ 4" MIN. EMBEDMENT A/41 MAX. SHIM . SPAC E GLAZING DETAIL 2" MIN. "ED6 ;EDISTANCE INTERIOR CONTINUOUS Y" BEAD OF 0 (2) 3/161 IT TAPC 26N. rwtRioR SILICONE ALONG ENTIErSILL INSTALLATION ANCHORS 1/ 4" MAX: SHIM, SPACE ONE (1) J*g SCREW, PER CLIP, 1/ 4" MIN. FROM CLIP TO WINDOW FRAME EMBEDMENT -, SEE GLAZIl" CONCRETE/ MASONRY-*: A BY OTHERS EXTERIOR V, PERIMETER SEALANT BY OTHERS TWO ( 2) 3/16"17W TAiPCON L INSTALLATIONANCHORSEXTERIORFINISH2' MIN. EDGE BY OTHERS O:A.WlNDOW DISTANCE WIDTH VERTICAL SECTION (-"OR I IZONTALS I ECTION SILL - IX WOOD. ON CONCRETE/MASONRY IAMB' CONCRET ASONRY- INSTALLATIONCUP lj -1, , , EIM , INSTALLATION CUP ux Z' 0C is uj IZz I z zixHyam I OF INTERIOR EXTERIOR A . HORIZONTAL SECTION 9 .ACTIVE/PASSIVE MEETING STILE INTERIOR EXTERIOR g . HORIZONTAL SECTION C, ACTIVE/STATIONARY MEETING STILE INTERIORINTERIOR. WOODTRIMWOODTRIMQaoa EJ SILLFRAME EJ HEAD/JAMB FRAME ALTERNATE E1 FRAME MAY BE,USED AS EQUAL ALTERNATE FRAME.TYPE 3/ 4" O.A. INSULATED 1 GLA35 _ .... olsseM.s.:vooes'. 100. FMAi wVE'.mmR EXTERIOR . INTERIOR- SAYPMT, MN;xo3-logq:. fll:,(fi51)264-5150 F%i(651)261 It W m N m WSILICONE BACK REDOING ;2z ~ ^ 1/2" GLASS m N oWv LL BITE. GLAZINGDETAIL NOTE: GLASS TYPE AND THICKNESS SHALL COMPLY WITH: ASTWE1300-04 GLASS CHART'. REQUIREMENTS. 0.462" I 1: 350" .. 1.175" I 1.294- ACTIVE SASH MEETING`STILE PASSIVE/STATIONARY' SASH MEETING REINFORCEMENT DETAIL STILE REINFORCEMENT DETAIL SASH REINFORCEMENT' REQUIREMENTS SIZE' REINFORCING REQVIRES STEEL REINFORCEMENT IN, UNITHEIGHT z 54" ACTIVEAND P.ASSI,VE OR STATIONARY SASHMEETING STILES UNIT HEIGHT <; 54" NOTREQUIRED R 7/4/2018 Florida Building Code Online e_ a. BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS Site Map I Links I Search I FI lida Product Approval USER: Public User b Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity r 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 FL19562-R2 Affirmation 2017 Approved L 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 RegisteredArchitector a Licensed Florida Professional Engineer u Evaluation Report - Hardcopy Received Hermes F. Norero, P.E. PE- 73778 Window and Door Manufacturers Association 12/ 31/2019 Locke Bowden P.E. C Validation Checklist - Hardcopy Received FL19562 R2 COI COI Andersen SS 2015-08-31.pdf 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 66I affirm that there are no changes in the. new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. https:// www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs%2fmGFoyT6raUonPmV%2fPDOkcD6QF9°/a2f%2fw5u3Yfiyxwg69w%3d%3d 1/3 7/4/2018 Florida Building Code Online Documentation from approved Evaluation or Validation Entity (2) Yes O No O N/A FL19562 R2 COC SA19562 5S 2017-08-15.pdf Product Approval Method Method 1 Option D Date Submitted 08/15/2017 Date Validated, 08/15/2017 Date Pending FBC Approval Date Approved 08/16/2017 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 R2 II AWD092 SS 2016-02-18.pdf 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 Evaluation FL19562 R2 AE PER4163 SS 2016-02-18.pdf Report, PER4163, for sizes, design pressures, and installation Created by Independent Third Party: Yes requirements. 19562.2 Renewal Series Picture Windows Picture Window - Universal Frame Limits of Use Installation Instructions Approved for use in HVHZ: No FL19562 R2 II AWD093 SS 2016-02-18.pdf 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 Evaluation FL19562 R2 AE PER4086 SS 2015-12-18.pdf Report, PER4086, for sizes, design pressures, and installation Created by Independent Third Party: Yes requirements. 19562.3 Renewal Series Picture Windows Picture Window - Fixed Casement Limits of Use Installation Instructions Approved for use in HVHZ: No FL19562 R2 II AWD094 SS 2016-02-18.pdf 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 Evaluation FL19562 R2 AE PER4087 SS 2015-12-18.pdf Report, PER4087, for sizes, design pressures, and installation Created by Independent Third Party: Yes requirements. 19562.4 Renewal Series Picture Windows Picture Window - Insert Frame Limits of Use Installation Instructions Approved for use in HVHZ: No FL19562 R2 II AWD091 SS 2016-02-18.pdf 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 Evaluation FL19562 R2 AE PER4084 SS 2016-02-18.pdf Report, PER4084, for sizes, design pressures, and installation Created by Independent Third Party: Yes requirements. Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The 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 here . Product Approval Accepts: 97010 .. https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQvADgs%2fmGFoyT6raUonPmV%2fPDOkcD6QF9°/a2f%2fw5u3Yfiyxwg69w°/a3d%3d 2/3 L 7/4/2018 Florida Building Code Online https://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgs%2fmGFoyT6raUonPmV%2fPDOkcD6QF9%2f%2fw5u3Yfiyxwg69w°/a3d%3d 3/3 ANDERSEN CORPORATION INSTALLATION NOTES: 1 LOCATION SHOWN, EACH CLIP ISTOUETITWO(2) NSTALLATONANCHo ST.EACHANCH°R RENEWAL: BY ANDERSEN DOUBLE HUNG 2. THROUGH FRAME AND NAIL FIN: ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. WINDOWS FULL FRAME NON IMPACT 3. INSTALL INDIVIDUAL INSTALLATIONANCHORS WITHINA TOLERANCE OF±1/2INCH OFTHE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL(I.E., WITHOUT CONSIDERATION OF GENERAL NOTES: TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE 1. THE PRODUCT SHOWN HEREIN I5-0ESIGNED ANDNEXT. MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA 4. INSTALLATION CUP: FOR INSTALLATION THROUGH 1X BUCK TOCONCRETE/MASONRY, OR BUILDING CODE, INTERNATIONAL BUILDING CODE & DIRECTLY INTO CONCRETE/MASONRY, USE TWO (2) 3116 INCH HWHITW TAPCON PER INTERNATIONAL RESIDENTIAL CODE, EXCLUDING HVHZ. THE INSTALLATION CLIP OF SUFFICIENT LENGTH TOACHIEVE 1114 INCH MINIMUM EMBEDMENTAND PRODUCT HAS BEEN EVALUATED TO THE FOLLOWING: SHALL MAINTAIN MINIMUM 2 INCHEDGE DISTANCE. AAMA/WDMA/CSA 101/I.S.2/A440-05/08 S. INSTALLATION CLIP: FOR INSTALLATION- INTO 2X BUCK USE TWO (2) #8 PAN HEAD WOOD SCREWS 2 ADEQUACY OF THE EXISTING STRUCTURAL PER INSTALLATION CLIP OF SUFFICIENT LENGTH TO ACHIEVE 11121 NCH MINIMUM EMBEDMENT CONCRETE/MASONRY, 2X AND METAL STUD FRAMING AS INTO WOOD SUBSTRATE AND SHALL MAINTAIN MINIMUM 3/41NCH EDGE DISTANCE. MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT 6. INSTALLATION CLIP: FOR INSTALLATION THROUGH METAL STUD USE TWO (2) #8 HWH GRADE 5 LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE SELF -DRILLING OR SELF -TAPPING SCREWS PER INSTALLATION CLIP OF SUFFICIENT LENGTH TO ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF ACHIEVE 3THREADS MINIMUM PENETRATION BEYOND METAL FRAME SUBSTRATE AND SHALL INSTALLATION. MAINTAIN MINIMUM 1/21NCH EDGE DISTANCE. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND 7. THROUGH FRAME: FOR INSTALLATION INTO 2X BUCK USE #10 FH WOOD SCREWS OF SUFFICIENT ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD S. THROUGH FRAME: FOR INSTALLATION INTO METAL SUBSTRATES USE #10 FH GRADE 5 FOR THE PROJECT OF INSTALLATION. SELF -DRILLING OR SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM PENETRATION BEYOND METAL FRAME SUBSTRATE AND SHALL MAINTAIN MINIMUM } 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC INCH EDGE DISTANCE.. AND MAY NOT REFLECT ACTUAL CONDITIONS FOR ASPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE 9. THROUGH FRAME: FOR INSTALLATION THROUGH SX BUCK TO CONCRETE/MASONRY, OR DIRECTLY, FROM THE REQUIREMENTSDETAILEDHEREIN, A LICENSED INTO CONCRETE/MASONRY, USE ONE (1) 3116 INCH FH ITW TAPCON OF SUFFICIENT LENGTH TO ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC ACHIEVE 11/41NCH MINIMUM EMBEDMENT AND SHALL MAINTAIN MINIMUM 21NCH EDGE DOCUMENTS FOR USE WITH THIS DOCUMENT. , DISTANCE. 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO 10. NAIL FIN: FOR INSTALLATION INTO 2X BUCK USE #8 PAN HEAD WOOD SCREWS OF SUFFICIENT PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE AND SHALL RESISTANCE. MAINTAIN MINIMUM } INCH EDGE DISTANCE. 6. WINDOW FRAME MATERIAL: FIBREX® AND PVC. 11. NAIL FIN: FOR INSTALLATION INTO METAL SUBSTRATES USE #8 HWH GRADE 5 SELF -DRILLING OR 7. SEE SHEET 3 FOR GLAZING DETAILS. SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM PENETRATION BEYOND METAL FRAME SUBSTRATE AND SHALL MAINTAIN MINIMUM 3/41NCH EDGE DISTANCE. 8. DESIGNATIONS "X"AND "O"STAND FOR THE FOLLOWING: 12. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT X: OPERABLE PANEL LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. O: FIXED PANEL 13. 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, DO 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. ` 15. 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 D. STEEL - MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 48 MILS (18 GAUGE).. E. ALUMINUM- MINIMUM WALL THICKNESSOF YR INCH, 6063-T5 ALLOY OR BETTER. TABLE OF CONTENTS REVISION SHEET DESCRIPTION 1 A GENERAL & INSTALLATION NOTES ESHEET2ELEVATIONS & ANCHOR LAYOUTS 3 THROUGH FRAME INSTALLATION DETAILS & GLAZING DETAIL 4 NAIL FIN INSTALLATION DETAILS & REINFORCEMENT REQ'S 5 CLIP INSTALLATION DETAILS DESIGN PRESSURE RATING SIZE DESIGN PRESSURE 54" X 72" 20.0 /-20.0 PSF 45" X 77" 35.0 /-35.0 PSF 48" X 96" 20.0 /-20.0 PSF Renewal MAndeFsem 100 FOURTHAVE NORTH RAYPORT, MN 55003-1096 PH: ( 651) 264-5150 FX:(651)26 5485 cc clZ m o ha, 3 m m m j W W ul 3 Lu w o / sOjwu ] y a P: a CODE Digitally signed tlyt YfylyNorero, P. ReasonI1.roving }ment Date: ? Q(Q2rr12. oll" 7 a• TT H MO F II{N. 73 MFBUIWIPENor7rlaBNLADROP& INC W. J98EDASM. BLw. / 3N DANIAIiFTHRONNFHPLcmr. aP wRHaaz naN Na. xasTe FL #: FL19564 DATE: 08.15.17 DWG. BY: CHK. BY: SCALE: N ). -1) DWG.#: AWD143 SHEET: a 5 UNIT MAX. WIDTH 54" MAX. D.L.O. 48" A A A 3 4 5 MAX. C D.L.O. 5 X, 31-1/4" D D D UNIT 3 a 5 MAX. HEIGHT 72 MAX. D. L.O. . 31-1/4" ELEVATION 54" x 72" MAX .O.CfaEPACING CORNER DIST. SEES SEESCHEDULi r J_ MAX. O.C. SPACING SEE SCHEDULE CORNER DIST. SEE SCHEDULE TYPICAL ANCHOR LAYOUT UNIT MAX. WIDTH 48" MAX. D.L.O. 42" A A A 3 4 5 MAX. C D.L.O. g "X., 43-1/4" UNIT D D D MAX. 3 a 5 HEIGHT 96" MAX. D. L.O. 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 D.L.O. SIZES SHOWN HEREIN. RENEWAL SERIES DOUBLE HUNG -FULL FRAME ANCHOR SPACI NG FROM MAX. O.C. MAX. O.C. MAX. O.C. INSTALLATION CORNERS HEAD SILL JAMBS METHOD IN) IN) IN) IN) NAILFIN 3.5 3.5 3.5 3.5 INSTALLATION 5 N/A N/A 16 CUP- THROUGH 5 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 ATTHE HEAD, JAMBS, OR SILL. EDGE DISTANCE AND EMBEDMENT SHALL BE AS SPECIFIED IN TYPICAL DETAILS. SEE INSTALLATION NOTES 4-11 FOR ANCHOR SPECIFICATIONS FOR EACH INSTALLATION METHOD. R. 100 FOURTH AVE NORTH BAYPORT, MN 55003-1096 PH: 1651)264-5150 FX: (651) 264-5485 um 3a o a mm mLLM g2il7zzZ`=-ski m 2 W o 3wC, mmm L;; O L=i > i <a r a FREMARKS BY DATE 6TH FBC CODE CHANGO HR 0.15.1 AND SHALL BE REPRODUCED IN WHOLE OR PART NO' BE CONSENTOFBUILDINGDROPS. INC. ALTENATIOIS' A0011.11, —HUD-1 OROTHER MARKINGSE NOT PERMITTED AND A" DOCUMENTITION. FO,,,,,, b TT 7 11: C P.;• 4i SS/ IIOINAL ENGS% NEAREDFJIl` PE. FLORIDA FE. FHPEJDB EDROPS. BI ELDANIA gEI OABNAB . 3 cmr. aAUTHGRIuJJeNo. zDSTe FL #: FL19564 DATE: 08. 15.17 DWG. BY: CHK. BY: HR I HFN SCALE: NTS DWG.#: AWD143 L_ t) I' CAULK BETWEEN e R CONCRETE/ MASONRY & 2X WOOD BUCK BY OTHERS CONCRETE/MASONRY 2X WOOD BUCK BY OTHERS 11/11" O.A. INSULATEDBYOTHERS EXTERIOR FINISH BY OTHERS 1/4" MAX. SPACE GLASSIF Anle i.. G••pry F1DDOURTH AVE NORTHSHIMBAYPORT, RAN 55003-1086 EXTERIOR INTERIOR PH; (651)264-5150 FX: (651) 2M-548S ZPERIMETERSEALANT BY OTHERS m SILICONE \ vWi p a a a'i m O.A. WINDOW HEIGHT EXTERIOR INTERIOR BACK BEDDING 0 Z o 0 $ ` gp " Z J3z 1/2" GLASS FW m Z ? z-szz SEE GLAZING DETAIL W TwBITEQLu 3 co A VERTICAL SECTION GLAZING DETAIL W cc 3 HEAD - 2X WOOD BUCK NOTE: W '- a THROUGH FRAME GLASS TYPE AND THICKNESS SHALL r d COMPLY WITH ASTM E1300-04 REMARKS BY DATEGLASSCHARTREQUIREMENTS. 6TH FBC CODE CHANG HR 1S.1 SEE GLAZING DETAIL f JAMB ANCHOR REQUIREMENTS: EXTERIOR NTERIOR evxoouceoinwxo onPARONEANCHORISREQUIREDATEACHJAMBANCHORLOCATION11 1 SPECIFIED ON ANCHOR LAYOUT. B—INGDROPS. ixcoaoTxBa ONE ANCHOR ISTO BE INSTALLED THROUGH EITHER OF THE AaXw Onxi TWO TRACKS AT EACH ANCHOR LOCATION SPECIFIED. 0 ss F. 0'i VERTICAL SECTION O, s3CHECKRAIL3THREADPENETRATION7 BEYOND METAL FRAME 7t t SEE GLAZING DETAIL INTERIOR 1/4" MAX. 3/4" MIN. EDGE DISTANCE p0 •.,.• P;'• 40 tCSHIMSPACE G=`` i 1 EXTERIOR INTERIOR SEE GLAZING DETAIL o FLDRmA PC NR nm BU NO DROPS. nx MIN. EDGE DIST. aee DMA BEACH aw. 0 we O.A. WINDOW DANIA BUN, FL J 40F)3PE CUT.. OF Mn ZADON Na 29e2e HEIGHT ONE (1) H10 GRADE 5 SELF -DRILLING FL JJ: c / FL19564 INSTALLATION ANCHOR, SEE NOTES PERIMETER SEALANT - ABOVE - BY OTHERSI 1/4" MAX. SHIM SPACE METAL SUBSTRATE BY OTHERS DATE: 08.15.17 EXTERIOR FINISH BY OTHERS T EXTERIOR SHEATING BY OTHERS DWG. BY: HR CHK. BY: H FN 1X WOOD BUCK s• _• ... '• _ EXTERIOR FINISH BY OTHERS SCALE: NITSOPTIONAL) BY OTHERS' PRECAST SILL O.A. WINDOW PERIMETER SEALANT BY OTHERS DWG. JJ: AWD143CAULKBETWEEN ........ - .. OR CONCRETE BYOTHERS WIDTHCONCRETE/MASONRY & 1X SHEET. - WOOD BUCK BYOTHERS VERTICAL SECTION HORIZONTAL SECTION 3 SILL -.1X WOOD ON CONCRETE/MASONRY 3 JAMB - METAL FRAME SUBSTRATE THROUGH FRAME THROUGH FRAME OFS SHEATHING & METAL 3 THEADS PENETRATION BEYOND METAL FRAME STUD BY OTHERS 1/2" MIN. EDGE CAULK BETWEEN DISTANCE #8 HWH GRADE 5 SELF -DRILLING FIN & METAL STRUCTURE INSTALLATION ANCHORS 1/4" MAX. EXTERIOR FINISH r SHIM SPACEBYOTHERS PERIMETER SEALANT BY OTHERS o O.A. WINDOW HEIGHT SEE GLAZING DETAIL EXTERIOR INTERIOR A) VERTICAL SECTION 4 HEAD - METAL FRAME SUBSTRATE NAIL FIN NAIL FIN/FLANGE IS REVERSIBLE, SEE ORIENTATION DIFFERENCE IN DETAIL A AND SEE GLAZING DETAIL EXTERIOR INTERIOR VERTICAL SECTION 4 CHECK RAIL SEE GLAZING DETAIL fEXTERIOR INTERIOR O.A. WINDOW 1/4" MAX. HEIGHT SHIM SPACE PERIMETER SEALANT 3/4" MIN. EDGEBYOTHERSDISTANCE EXTERIOR FINISH BY OTHERS CAULK BETWEEN FIN & 2X WOOD BUCK 2X WOOD BUCK BY OTHERS 8 PAN HEAD WOOD SCREW CAULK BETWEEN INSTALLATION ANCHOR CONCRETE/MASONRY & 1 MIN. WOOD BUCK BY OTHERSRS EMBEDMENT CONCRETE/MASONRY BYOTHERS g VERTICAL SECTION 4 SILL-2XWOOD BUCK NAIL FIN 0.223" 0.844" = 1.062" TALL BOTTOM RAIL WOOD (LVL) RAIL AND STILE ALUMINUM REINFORCEMENT DETAIL REINFORCEMENT DETAIL SASH REINFORCEMENT REQUIREMENTS LOCATION REINFORCING REQUIRED REINFORCINGSIZE UPPER SASH STILES SASH HEIGHT, 37.8345" REQUIRES ALUMINUM REINFORCEMENT INSERTED INTO STILE SASH WIDTH > 43.125" UPPER SASH OR REQUIRES ALUMINUM REINFORCEMENT RAILS SASH WIDTH >-36.125"AND INSERTED INTO RAIL SASH HEIGHT> 37.8345" LOWER SASH STILES SASH HEIGHT> 38.9645" REQUIRES ALUMINUM REINFORCEMENT INSERTED INTO STILE SASH WIDTH > 43.125" LOWER SASH OR REQUIRES ALUMINUM REINFORCEMENT RAILS SASH WIDTH >-36.125"AND SASH INSERTED INTO RAIL HEIGHT > 38.9645" SASH WIDTH > 43.125" LOWER SASH OR REQUIRES WOOD (LVL) REINFORCEMENT TALL BOTTOM RAIL SASH WIDTH 2 36.125" AND SASH INSERTED INTO RAIL HEIGHT > 38.9645" 3/4" MIN. EDGE 1/4" MAX. DISTANCE INTERIOR SHIM SPACE WOOD STRUCTURE BY OTHERS 8 PAN HEAD WOOD SCREW INSTALLATION ANCHOR 11/2" MIN. SEE GLAZING /IVEMBEDMENT DETAIL CAULK BETWEEN EXTERIOR FIN & 2X WOOD BUCK EXTERIOR FINISH BY OTHERS f O.A. WINDOW PERIMETER SEALANT BY OTHERSWIDTH C HORIZONTAL SECTION 4 JAMB - WOOD BUCK NAIL FIN wpooersem i•4rm GnMm 100 FOURTH AVE NORTH BAYPORT, MN 51003-3096 PH:16511 W515D FX:16511264-5485 umzm ov Q Z a= P g m iCDZoz zz smZW5woo m W z z m m muLzWQLLz ui 0LL z ar F- a REMARKS BY DATE iTH FBCCODE CHANGO HR 0.15.1 ES F , J JO'i 7 5 i3 T T U Z., / NAL HEFMES V IlldEh' P. iLORIDA P.N. 1]T)8BUIUXNCpi0INC we L DANA e . Bow. i — DANIA BEA . M ] F9PE MT. M AUTHDWZAMIN N. 29578 FL #: FL19564 DATE: 08.15.17 DWG. BY: CHK. BY: HR HFN SCALE: NTS DWG.#: AWD143 SHEET: s OF 5 I 4 7 CAULK BETWEEN CONCRETE/MASONRY .. a:... CONCRETE/MASONRY & 2XBYOTHERSWOODBUCKBYOTHERS 2X WOOD BUCK BY OTHERS - EXTERIOR FINISH BY OTHERS PERIMETER SEALANT J 1/4" MAX. BY OTHERS ° SHIM SPACE O.A. WINDOW HEIGHT I/ 1 EXTERIOR INTERIOR SEE GLAZING DETAIL q VERTICAL SECTION 5 HEAD-2X WOOD BUCK INSTALLATION CLIP SEE GLAZING DETAIL EXTERIOR 1 INTERIOR p VERTICAL SECTION 5 CHECK RAIL SEE GLAZING DETAIL EXTERIOR ` INTERIOR O.A. WINDOW HEIGHT 1/4" MAX. PERIMETER SEALANT SHIM SPACE BY OTHERS EXTERIOR FINISH BY OTHERS 1X WOOD BUCK* OPTIONAL) BY OTHERS P. y CAULK BETWEENs CONCRETE/MASONRY & 1X WOOD BUCK BY OTHERS CONCRETE/MASONRY BY OTHERS B VERTICAL SECTION 5 SILL - 1X WOOD ON CONCRETE/MASONRY INSTALLATION CLIP 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 #8HWH SMS ANCHORS PER CLIP, IN ROW NUMBER.ONE OF PREDRILLED HOLES SHOWN BELOW. CONCRETE/MASONRY: USE TWO 316" ITW TAPCON ANCHORS, WITH ONE ANCHOR PLACED 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 NUMBERTHREE. 6.500" k51, 1.5001, I t I p 0 1.zsr' 11 2 3 INSTALLATION CLIP DETAIL 11/4" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE 2" MIN. EDGE DISTANCE TWO (2) 3/16" ITWTAPCON INSTALLATION ANCHORS ONE (1) #8 SCREW, PER CLIP, FROM • CLIP TO WINDOW FRAME y a CONCRETE/MASONRY? BY OTHERS PERIMETER SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS O.A. WINDOW y WIDTH C HORIZONTAL SECTION 5 IAMB - CONCRETE/MASONRY INSTALLATION CLIP INTERIOR EXTERIOR SEE GLAZING DETAIL Renewal byen 300 FOURTH AVE NORTH BAYPORT, MN 55003-3096 PH: ( 651) 264-5150 FX: (651) 264-5485 h U, dorm s OaaOc a= ZZZ a m qs O — Z g l7ZV `--`-dL mjw o 00 3=¢ 5 mm 3 2 DDT a a wpwaREMARKS BY DATE STH FBC CODE CHANG HR .15.1 ESF. u O O o issANAL NG`W JBB E DANIA BEACH BLW. 0 J OANIABEACH. FL 3] FBPE WRT. OF MTHORIZANON Na 1951E FL #: FL19564 DATE: 08.15.17 DWG. BY: CHK. BY: HR I HFN SCALE: NTS oWG.#: AWD143 SHEET: 5 City of Sanford Building and Fire Prevention Product Approval Specification Form Permit Project Location Address 42) Ortkk' 0 k As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on ;the construction project for which you are applying fora building permit. We recommend that you contact ybur local product supplier should you not know the, product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doort must be tested in accordance With the -Florida Building Code, Section 1114.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's -installation details and requirements for each product. Category Subcategory Manufacturer Product Description Florida Approval # include decirnal), 1. Exterior Doors Swinging Sliding , Sectional Roll Up Automatic Other 2. Windows Single Hung. Horizontal Slider kaefs:en core en.PA&w Casement Double Hung ro(-,? ew I Fixed Uq56 Z-, 4. Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural. Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 2 Category /Subcategory Manufacturer Product Description Florida Approval # include decimal S. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 Renevial Itemized'Order Receipt by,Andersen. dba: Renewal By Andersen of Central Florida ee% Legal Name: Universal Roofing Group, Inc. es. CGC152413511MT. WINDOW RE IACEMENT 997 West Kennedy Blvd. Suite Al81 Orlando, FL 32810 Phone: 407-803-4723 1 Fax: I Customerservice@rbafla.com Room Field Misc: Misc - Permit, disposal, and delivery, Sharon Butera 130 Rockhill or Sanford, FL 32771 H:( 407)323-6050 Room Field Misc: Mist - *Add New, Description: 103a Living room Specialty: Circle op, Insert Frame, Exterior'White, Interior Wh, e, Glass: All Sash: High Performan e SmartSun Glass, No Pattern, Grille Style: No Grilles, Misc: Field Pier nits, <Enter Description Here>, Blinds- detach and reset GlidinPassive, Base 103b LivingroomWindow: Double, 1:1, Active, Frame, Exterior White, Interior White, Glass: All Sash: High Performance Smart n 'Glass,`No Pattern, Temper<Glass, Hardware: White, Screen: TruScene with Exterior Color E_. Match, Fu reen; Grille Style: No. rG illes, Misc: Bjinds- 7 detach and reset 4 107 Office Window: Double -Hung, Equal, Flat Insert, Contemporary, Checkrail, Exterii5` rhite, Interior White, Glass: All Sash:. High Performance SmartTun Glass, No Pattern, Hardware: White, Screen: TruScene with Exterior Color Match, Half Screen, j 7 Grille Style: No rules, Misc: Blinds- detach and reset 35- 3/, X WINDOWS: 2 PATIO DOORS: 0 SPECIALTY: 1 MISC: 2 TOTAL $7,713 Renewal by Andersen is committed to our customers' safety by e'er complying with the rules and lead -safe work practices specified by the EPA. UPDATED: 10/ 16/18 Page 3 / 15 y S } I ywwmj VIA? SkA d RK n 1 I i ^, F y r e f Y POWER OF ATTORNEY I hereby name and appoint 1 M& U ek Of Renewal by Andersen of CentralFloridato be my lawful attorney in fact To act for me and apply to the Building Department for a Building permit for work to Be performed at a location described as: Section: 33 _Township:) % Range: ' Subdivision: Lot: 6-4 Block: C--1' ©V — Rb L Address of job) Own r of property and address) And to sign my name and do all things necessary to this appointment. The foregoing instrument was acknowledged before me this By Jared Mellick Who is personally know to me and who did not take an oath. State of Florida County of Orange Ngory) My Commission expires: °`PRyAMegan R. Monday ssoNOTARYPUBLICQCommission#: STATE OF FLORIDA o " = Comm# GG156222 s NCE19 Expires 10/30/2021