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2233 Laughing Gull Cir RES18-0341 Rev 5 Windows "ALL Revision Request/Correction to Comments I ' HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: 904 247-5826 Email: Build in Deptcoab.us PERMIT#: �- RES18-0341 Revision to Issued Permit ORCorrections to Comments 6e: 0..Project Address: 2233 Laughing Gull Circle Contractor/Contact Name: James Rowland _ Contact Phone: (727)637-8400 Email: tim.omalley@expeditepermit.com Description of Proposed Revision/Corrections: Adding 2 windows size for size �Z- & S('Zt -6,( } I� James Rowland affirm the revision/correction to comments is incluive of ttie ro sed chap re . (printed name) IV D • Will proposed revision/corrections add additional square footage to original submittal? ONo Yes (additional s.f.to be added: ) AU6 15 " • ill proposed revision/corrections add additional increase in building value to original L pepart�nent No E]*Yes (additional increase in building value: S 2.500.00 ) 5� n; i�2r e in•�nhiatic bm n lc beach;VL *Signature of Contractor/Agent: (Office Use Only) IJ Approved ❑ Denied ❑ Not Applicable to Department Permit Fee D e$ Revision/Plan Review Comments_ (-0/1 )aC 1 7 10101 all Put t -P*-, Department Review Required: uildin Planning &Zoning Reviewed By Tree Administrator Public Works Public Utilities Public Safety Date Fire Services updotzd��r�i.�� ," _ OFFICE COPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH FLORIDA (*REQUIRED) ' *Project Address: 2233 Laughing Gull Circle Permit#: yl *Owner/Project Name: Darnell As required by Florida Statute 553.842 and Florida Administrative Code Rule 913-72, please provide the information and product approval number(s)for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at:www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A. EXTERIOR DOORS 1. Swinging 2.Sliding 3.Sectional 4.Garage Roll-Up 5.Automatic 6. Other B.WINDOWS 1.Single hung Pella 10/20 11206.4/.10 2. Horizontal slider 3. Casement 4. Double hung 5. Fixed Pella Impervia 12603.3 6.Awning 7. Pass-through 8. Projected 9. Mullion 10.Wind breaker t 1.1. Dual action 12.Ot'ier ..Re1(a :2 Q 1 -1.6.8.12:1>`:�° 101 4, ice{ 1u}7t_d19_? ,.. In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. *Contractor NameName Print :James Rowland � ) *Contractor Signature: *Company Name: Pella Windows and Doors *Mailing Address: 350 W State Road 434 *City: Longwood *State: FL *zip Code: 32750 *Telephone Number: (727) 637-8400 *E-mailtim.omalle ex edite P Address: Y@ ermit.com P P Cell Phone Number: Fax Number: •. .. .. . ::. .. . ::. f Pzg�4.of�Updated I�Lt1.7/:D . •�•f. .• ". .: a �. ., p 1 . ~ .. '• E ..' .. �.. . t e ' i ADT I a^ $as 21 i r FGR LF L F,77 l ADT r I ' HAS r F;69 =� 2e FGil ,._ .. .i i;Jia" ^C:.f: Lifia L6gti0n: - .. 15 •ADDPRRMCOR020009- NE Fl_ Permitting CBC-046712 _Qty Line# Location: Attributes 30 dining room Pella 250 Series, 2-Wide Single Hung, 71.75 X 47.5,White Qty z r� 1 -. 1:Non-Standard SizeNon-Standard Size Single Hung,Equal .21—If.S'4 12 Frame Size: 35 518 X 47 1/2 tGeneral Information: Standard.Vinyl,Block,No Foam Insulated,3 1/4",3 1/4",Sill Adapter Included,Head Expander Included PK Exterior Color!Finish: White 2037 Interior Color/Finish: White Glass: Insulated Dual Lcw-E Sur,Defense-,4 Low-E Insulating Glass Argon Non High Attitude Viewed From Ex;encr Hardware Options: Cam-Actior Lock,White,No Limited Opening Hardware Screen: Half Screen,Conventional Fiberglass Performance Information: U-Factor 0.28,SHGC 0.22,VLT 0.51,CPD PEL-N-208-00058-0000l,Performance Class R,PG 35,Calculated Positive DP Ratin Calculated Negative OP Rating 35,FPAS FL16812,Year Rated 08111,Egress Does not meet typical United States egress,but may comply with local code requirements —� c� Grille: No Grille, Vertical Mull 1: Factor�Mull 1/2"InrP`rai n,llio� 2:Non-Standard SizeNon-Standard Size Singie Hung,Equal Frame Size: 35 5/8 X 47 1/2 General Information: Standard,Vinyl, Block,No Foam Insulated,3 1/4",3 1/4",Sill Adapter Included,Head Expander Included Exterior Color/Finish: ' i e Interior Color/Finish: White Glass: Insulated Dual Low-E SunDefenseT"" Low-E Insulating Glass Argon Non High Altitude Hardware Options: Cam-Action Lock,White,No Limited Opening Hardware Screen: Half Screen,Conventional Fiberglass Performance Information: U-Factor 0.28,SHGC 0.22,VLT 0.51,CPD PEL-N-208-00058-00001,Performance Class R,PG 35,Calculated Positive DP Radn 335,Calculated Negative DP Rating 35,FPAS FL1n""812,Year Rated 08111, Egress Does not meet typical United States egress,but may comply with oca� I code requirements Grille: No Grille, Wrapping Information: Pella Recommended Clearance,Perimeter Length=239". Rough Opening:72-1/4"X 48' QUOMATMCOM010553-Casing Window Full Frame Install(LF) Qty 21 INSTARMCOR020201 -NonWood Window Full Frame Install(LF) Qty 21 QUOMATMCOM010551 -Interior Trim Window Full Frame Install(LF) Qty 21 For more information regarding the finishing, maintenance,service and warranty of all Pella®products,visit the Pella©website at www.pella.com Printed on 8/7/2019 Contract-Detailed Page 2 of 12 .. _ r - � .. R��_•� ��r . .•rt?i(`,Git .. . . _ 'i.l:a`.'�?:� •71 R�J-!l.j!: (,.,, - , : , "'ICO071020651 Exteri()j Trim pry n_-e, Line# Lccaticri: 55 garage - ttrl utas . Pella 250 Series; Single Hung, 27.5 X 59.5,White Qty 1: Non-Standard SizeNon-Standard Size Single Hung,Equal /s, Frame Size: 27 1/2 X 59 1/2 FK# General Information: Standard.Vinvl, Block,No Foam Insulated,3 1/4",3 1/4",Sill Adapter Included,Head Expander Included J ! Exterior Color/Finish: White 2"$ 2037 Interior Color lFinish: White Glass: Insulated Dual Low-E SunDefensen" Low-E Insulating Glass Argon Non High Altitude Viewed From Exterior Hardware Options: Cam-Action Lock,White,No Limited Opening Hardware Screen: Half Screen,Conventional Fiberglass / / o „� Performance Information: U-Factor 0.28,SHGC 0.22,VLT 0.51,CPD PEL-N-208-00058-00001,Performance Class R,PG 35,Calculated Positive DP �ji O�all• Rr atinQ 35,Calculated Negative DP Rating 35, FPAS FL16812,Year Rated 0811,Egress Does not meet typical United States egress,but may comply with local code requirements Grille: No Grille, Wrapping Information: Pella Recommended Clearance,Perimeter Length=174", Rough Opening:28"X 60" QUOMATMCOM020651 -Exterior Trim Window Full Frame Install(LF) Qty 15 QUOMATMCOM010553-Casing Window Full Frame Install(LF) Qty 15 INSTARMCOR020201 -NonWood Window Full Frame Install(LF) Qty 15 QUOMATMCOM010551 -Interior Trim Window Full Frame Install(LF) Qty 15 Line# Location: Attributes 40 Branch Promo PROMOTMCOR010004- Branch Promotion Qty For more information regarding the finishing, maintenance,service and warranty of all Pella®products,visit the Pella®website at www.pella.com Printed on 8/7/2019 Contract-Detailed Page 3 of 12 Customer Betsy Darnell Project Name: Darnell;Betsy,2138003 Order Number: 7188KW4LV. Quote Number: 10476406 Lme# • 'ttxi` . � . •15 .'Permittrric — .• . . •. �-tttr �� t�S•: . . A"DDPIRP.hICO20�0009=-1dE FL fuer ni#ttn : RK.0467 Line# Location: 20 entrance Attributes Impervia, Direct Set Fixed Frame Rectangle, 86.75 X 77.5, White Qty 1 ti 1: 86.7577.5 Fixed Frame Direct Set Frame Size: 86 3/4 X 77 1/2 p PK# General Information: Standard, Duracast®, Block,No Foam Insulated,3", 1 11/16" f I Exterior Color/Finish: White `- W.75 2014 Interior Color/Finish: White Glass: Insulated Tempered Low-E SunDefenseT"^ Low-E Insulating Glass Argon Non High Altitude Viewed From Exterior Performance Information: U-Factor 0.26,SHGC 0.24,VLT 0.55,CPD PEL-N-127-02289-00001,Performance Class CW, PG 50,Calculated Positive DP _ Rating 50, Calculated Negative DP Rating 50,FPAS FL12603, Year Rated 08 /v 3 —Ml—le—No Grille, -` CP Wrapping Information: No Exterior Trim, Pella Recommended Clearance, Perimeter Length=329". Rough Opening:87-1/4"X 78" QUOMATMCOM020650-Ext Trim White Window Drywall Return Install(LF) Qty 28 QUOMATMCOM010550-Interior Trim Window Drywall Return Install(LF) Qty 28 INSTARMCOR020203-NonWood Window Drywall Return Install(LF) Qty 28 FDr.'mrF o a,rH.fipishino. !najrit�nanL�e;; ui�t r7c1 yyarrarty;ryt k ;rc, u isjt'tF�a PeilaU'wFb ; Printed on 9/1$/2018. - Contract-Detailed i=aye 2 of 13 Customer.Betsy Darneil Project Name: Darnell,Betsy 213800' i Order Nurnber..71.88KW4LV Quote Number: ?047c�4.Of Lin+r .e Locatiotr r.. 25 bathroom ,: Llr x�1�1ind ws'r r'Jo(s By r=eiia, 23.�, Q�y. .. . ' • 1 1: Non-Standard SizeNon-Standard Size Single Hung,Equal `N Frame Size: 23 3/4 X 23 1/2IL III RK# General Information: Standard,Vinyl, Block,2 11116",2 11/16",Sill Adapter Included, No Head Expander Exterior Color/Finish: White 2014 Interior Color/Finish: White Glass: Insulated Tempered Low-E SunDefenseTm Low-E Insulating Glass Argon Non High Altitude Viewed From Exterior Hardware Options: Cam-Action Lock,White,No Limited Opening Hardware Screen: Half Screen Performance Information: U-Factor 0.29,SHGC 0.23,VLT 0.53,CPD PEL-N-107-00057-00003, Performance Class R, PG 35, Calculated Positive DP o� (� Ra_tinn 3355 Calculated Negative DP Rating 35, FPAS FL11206,Year Rated 08,Egress Does not meet typical United States egress,but may comply with local comae requirements - Grille: No Grille, Wrapping Information: Pella Recommended Clearance, Perimeter Length=95". Rough Opening:24-1/4'X 24' QUOMATMCOM010550-Interior Trim Window Drywall Return Install(LF) Qty 9 QUOMATMCOM020650-Ext Trim White Window Drywall Return Install(LF) Qty 9 INSTARMCOR020203-NonWood Window Drywall Return Install(LF) Qty 9 Fyr•. Z r •n;nr-}3`ion ce aid-'.R .r r• t n:Ili c Or' 3 the wisi .. cr< •rE �. �2r)e t: ra^_tv^� ,:�l Peil2�r r7 ° Contraci-Detailed Page 3 of 13 Customer: Betsy Darnell Project Name: Darnell,Betsy,21 $003 Order N.t{Rber 71A8KW4L�/. Quote Number. 104?fi�Q6 LoC'ati0h Paribuie . , Master Sr _ 9: '"Dia ' � By.?elia;'2 wide Singi r Hla� 9fi:3 4$, vVnit .Qty :. °= 1: Non-Standard SizeNon-Standard Size Single Hung,Equal )/ / / t, Frame Size: 48 X 48 52. e General Information: Standard,Vinyl,Block,2 11/16",2 11/16",Sill Adapter Included, No Head Expander / PK n Exterior Color/Finish: i e 2014 Interior Color/Finish: White Glass: Insulated Low-E SunDefense'" Low-E Insulating Glass Argon Non High Altitude Viewed From Exterior Hardware Options: Cam-Action Lock,White,No Limited Opening Hardware Screen: Half Screen Performance Information: U-Factor 0.29,SHGC 0-23,VLT 0.54,CPD PEL-N-107-00057-00001,Performance Class R, PG 35,Calculated Positive DP Rating 35,Calculated Negative DP Rating 35, FPAS FL11206,Year Rated 08,Egress Does not meet typical United States egress,but may comply with local / code requirements Grille: No Grille, Vertical Mull 1: FactorlMull 1/2"Integral Mullion 2: Non-Standard SizeNon-Stand Size`-Standard -je Hung,Equal Frame Size.: 48 X 48 General Information: Standard,Vinyl,Block,2 11/16",2 11/16",Sill Adapter Included,No Head Expander Exterior Color/Finish: White Interior Color/Finish: White Glass: Insulated Low-E SunDefenseT" Low-E Insulating Glass Argon Non High Altitude Hardware Options: Cam-Action Lock,White,No Limited Opening Hardware Screen: Half Screen Performance Information: U-Factor 0.29,SHGC 0.23,VLT 0.54,CPD PEL-N-107-00057-00001, Performance Class R,PG 35,Calculated Positive DP Rajti29 35,Calculated Negative DP Rating 35, FPAS FL11206,Year Rated 08,Egress Does not meet typical United States egress,but may comply with local cooere`quirements ------- Grille: No Grille, Vertical Mull 1: Factpull1//2"Integral Mullion Wrapping Information: P�e1 as,1ecommenaed Clearance,Perimeter Length=289". Rough Opening:97"X 48.5' QUOMA T MCOM010550-Interior Trim Window Drywall Return Install(LF) Qty 25 QUOMATMCOM020650-Ext Trim White Window Drywall Return Install(LF) Qty 25 INSTARMCOR020203-NonWood Window Drywall Return Install(LF) Qty 25 Line# Location: Attributes 45 Stool for Zine 30 Wood Products Stool Ogee 2, Length: 96, Bright White. Wood Type: Pine Qty • 1 1: Accessory Frame Size: -1 X-1 PK# General Information: Pine,Stool Ogee 2 Interior Color/Finish: Bright White Paint Interior 2014 Wrapping Information: Perimeter Length=0". Viewed From Exterior • •• '�� - ir, R gy ML rferia r}�,e; s- .. r—•— _._._T,+. PeII. "�..\!_6v5?t'e•crt. !a. Printed on 9/1912018 Contract-Detailed J _ Page Ar Cl 1 �� . .. a; � . �. �;.. .� . r' .j �' �� . s, s� S; r. � �: .. T; .l .. �` t �• f'� Iii luct uuouuiy�'Uua Unune BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS•Site Map Links •]ewer, dbprffiM�Product Approval {\; FUSER:Public User '� �•� Frodva Approval Menu>Product or Ar!plicaticn Search >AFplication List>Application Detail FL# FL12603-R7 Application Type Affirmation Code Version 2017 Application Status Approved R " Comments Archived Product Manufacturer Pella Corporation Address/Phone/Email 102 Main St. Pella, IA 50219 (641) 621-6096 pellaproductapproval@pella.com y Authorized Signature Beth Phelps phelpsba@pella.com Technical Representative Joseph Hayden Address/Phone/Email 102 Main Street Pella, IA 50219 (641) 621-6096 jahayden@pella.com Quality Assurance Representative Pat Bortscheller Address/Phone/Email 102 Main Street Pella, IA 50219 (641) 621-1000 P]Bortscheller@pella.com Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturer Associaiion Validated By Terrence E. Lunn, PE Validation Checklist- Hardcopy Received Referenced Standard and Year(of Standard) Standard Ye�ir . . AAMA/WDMA/CSA 101/I.S.2/A440-11 20f'1. Equivalence of Product Standards Certified By 4 I affirm that there are no changes in the new Florida Build!ncJ., Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtkfS%2fv%2fpAtoHx%2bnVBHVHFB69QvMdQ6lpLTrk8%2bl8limjw%3dq.'!cl :. ' .i/4 ---- - nu,iun ouuurny%,clue unnne Product Approval Method Method 1 Option A Date Submitted 12/06/2017 Date Validated 12/06/2017 Date Pending FBC Approval Date Approved 12/07/2017 Summary of Products t FL# Model Number or Name Description 12603.1 Pella Impervia Fixed Frame 84"x 84" Fixed Frame(Direct Set)• Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL12603 R7 C CAC 441.-1-1-1066.12.pdf .` Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/07/2027 Design Pressure: +50/-50 Installation Instructions Other: Configurations of glass shall conform to the current FL12603 R7 If Pella Direct Set Window Sealed Drawing ASTM E1300 standard and shall be safety glazed when required 1656.pdf by FBC section 2406. Verified By: Warren W.Schaefer, P.E.44135 Created by Independent Third Party: Yes Evaluation Reports FL12603 R7 AE Pella Direct Set Window Sealed lDralwing- 1656.pd Created by Independent Third Party: Yes a t: ti 12603.2 Pella Impervia Fixed Frame 120" x 60" Fixed Frame(Direct Set) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL12603 R7 C CAC 411-H-1066.13 pdt Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/07/2027 , Design Pressure: +50/-50 Installation Instructions Other:Configurations of glass shall conform to the current Fl_12603 R7 II Pella Direct Set Window Sealed Drawir ASTM E1300 standard and shall be safety glazed when required 1656.pdf by FBC section 2406. Verified By: Warren W. Schaefer, P.E.44135 Created by Independent Third Party: Yes Evaluation Reports ' FL12603 R7 AE Pella Direct Set Window Sealed I S_pdf . .._.. Created by Independent Third Party: Yes _ _.....__._ _. 12603.3 Pella Impervia Fixed Frame 90"x 78"Fixed Frame(Direct Set) Limits f Use Certification Agency Certificate Appro ed for use in HVHZ: No FL12603 R7 C CAC 441-H-1066,15,pd ved for use outside HVHZ:Yes i Quality Assurance Contract Expiration Date Impact Resistant: No i01/07/2027 Design Pressure: +50/-50 Installation Instructions Other: Configurations of glass shall conform to the current FL12603 R7 II Pella Direct Set Window Sealed Dray�ing: . ASTM E1300 standard and shall be safety glazed when required 1656.pdf by FBC section 2406. Verified By: Warren W. Schaefer, P.E.44135 Created by Independent Third Party: Yes Evaluation Reports FL12603 R7 AE Pella Direct Set Window Sealed Drawtnj , 11656.pdf a Created by Independent Third Party: Yes 12603.4 I Pella Impervia Fixed Frame 102" x 72" Fixed Frame(Direct Set) • Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL12603 R7 C CAC 441-H-1066.16,pdf Approved for use outside HVHZ: Yes 1 Quality Assurance Contract Expiration Date j Impact Resistant: No 101/07/2027 Design Pressure: +50/-50 Installation Instructions I Other: Configurations of glass shall conform to the current FL12603 R7 II Pella Direct Set Window Sealed Dr vdri ASTM E1300 standard and shall be safety glazed when required 1656.pdf by FBC section 2406. Verified By: Warren W. Schaefer, P.E.44135 Created by Independent Third Party: Yes Evaluation Reports FL12603 R7 AE Pella Direct Set Window Sealed Drawjra 1656.1241E Created by Independent Third Party: Yes ........ __._ ..... ... __. . .. _ ....... . — _.• _ '. 12603.5 Pella Impervia Fixed Frame 108"x 66"Fixed Frame(Direct Set) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL12603 R7 C CAC 411-H-1066.14.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/07/2027 Design Pressure: +50/-50 Installation Instructions y . https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtkfS%2fv%2fpAtoHx%2bnVBHVHFB69QvMdQ6lpLTrk8%2bi8hmjw%3d%3d ' ' �/4 riunaa tswlaing Loae Unllne Other:Configurations of glass shall conform to the current FL12603 R7 II Pella Direct Set Window Sealed Drai•yin<• • ASTM E1300 standard and shall be safety glazed when required 1656•pd by FBC section 2406. Verified By: Warren W. Schaefer, P.E.44135 Created by Independent Third Party: Yes Evaluation Reports s FL12603 R7 AE Pella Direct Set Wind p 656.pdf w Sealed Drawiriy . ......... ............ Created by Independent Third Party: Yes . .... 11 12603.6 Pella Impervia Fixed Frame 108"x 54" Fibergalss Resin Special Shapes(Direct Set) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL12603 R7 C CAG 441 H 105 0 pd Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/01/2026 i Design Pressure: +50/-50 Installation Instructions f Other: Configurations of glass shall conform to the current FL12603 R7 II Pella Direct Set Window Sealed Drawing. ASTM E1300 standard and shall be safety glazed when required 1656•pdf by FBC section 2406. Verified By: Warren W. Schaefer, P.E.44135 Created by Independent Third Party: Yes Evaluation Reports FL12603 R7 AE Pella Direct Set Window Sealed Drav big ' 1656.pdf Created by Independent Third Party: Yes 12603.7 Pella Impervia Fixed Frame 96"x 60"Fiberglass Resin Special Shapes(Direct Set) " ...._...._..................._......... Limits of Use Certification Agency Certificate =• Approved for use in HVHZ: No FL12603 R7 C CAC 441-H-1055 09 pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/14/2026 Design Pressure: +50/-50 Installation Instructions Other:Configurations of glass shall conform to the current FL12603 R7 II Pella Direct Set Window Sealed Draw irl ASTM E1300 standard and shall be safety glazed when required 1656,pdf by FBC section 2406. Verified By: Warren W. Schaefer, P.E.44135 Created by Independent Third Party: Yes Evaluation Reports FL12603 R7 AE Pella Direct Set Window Sea gd Drab., 9 1656,pdf Created by Independent Third Party: Yes _. 12603.8 Pella ImP ervia Fixed Frame 86"x 66"Fiberglass Resin Special Shapes Direct Set Limits of Use Certification Agency Certificate' ' Approved for use in HVHZ: No FL12603 R7 C CAC 441-H-1055.08,pd Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date ; Impact Resistant: No 11/11/2026 Design Pressure: +50/-50 Installation Instructions Other:Configurations of glass shall conform to the current FL12603 R7 II Pella Direct Set Window Sealed Dr AIMIO. ASTM E1300 standard and shall be safety glazed when required 1656.pdf by FBC section 2406. Verified By: Warren W. Schaefer,P.E.44135 Created by Independent Third Party: Yes y Evaluation Reports FL12603 R7 AE Pella Direct Set Window Sealed Drawing 1656.pdf Created by Independent Third Party: Yes I 12603.9 Pella Impervia Fixed Frame 72"x 78"Fiberglass Resin Special Shapes (Direct Set) :.. _ ................ ......... :. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL12603 R7 C CAC 441-H-1055.07.pdf Approved for use Outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/14/2026 Design Pressure: +50/-50 Installation Instructions Other: Configurations of glass shall conform to the current FL12603 R7 II Pella Direct Set Window Sealed Dravvili ASTM E1300 standard and shall be safety glazed when required 1656.pdf • . .t. by FBC section 2406. Verified By: Warren W. Schaefer, P.E.44135 Created by Independent Third Party: Ygs Evaluation Reports FL12603 R7 AE Pella Direct Set Window Sealed Drayi117 1656•pdf Created by Independent Third Party: Yes tlac's; Ne:xr .. Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 , The State of Florida is an AA/EEO employer.�fpp_yright 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 ei@cfronl" 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(I1,.' 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:TjTe'ernails; 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 addcess;plej�r , 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.. https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtkfS%2fv%2fpAtoHx%2bnVBHVHFB69QvMdQ6lpLTrk8%2bl8hmjw%3d%3d; 3/4 i-ionda Building Code Online Product Approval Accepts: WN ~ . < i o . C;rectit c -ird Safe https://www.floridabuildin0.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtkfS%2fv%2fpAtoHx%2bnVBHVHFB69QvMdQ6IpLTrk8%2bl8hlnjw%3cl"'.3d•.. }-a GENERAL NOTES: FOR MAX. FRAME SHORT DIMENSION, i. ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE MATERIAL FOR MAX. FRAME SHORT DIMENSION, uRAM44r. "`w:s SHALL BE BEYOND WALL FINISH OR STUCCO. SEE "ALLOWABLE DESIGN PRESSURE"— SEE "ALLOWABLE DESIGN PRESSURE" 2. OPENINGS.BUCKING&BUCKING FASTENERS MUST BE PROPERLY DESIGNED&INSTALLED TO TRANSFER WIND LOADS (ABLE ON THIS SHEET TABLE ON THIS SHEET TOTHE STRUCTURE. - 3. THESE NON-IMPACT RATED PRODUCT INSIALLATIONS ARE IN ACCORDANCE WITH AND MEET THE REQUIREMENTS OF THE Al FLORIDA BUILDING CODE(FBC). 2 6" MAX. A2 6" MAX. 4. ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE CAPABLE OF 2 - RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD. r _ 4 p 5. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS.THAT COME IMO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE CHAPTER 70. 6" MAX. 6. TO THE BEST OF OUR KNOWLEDGE.THE PRODUCT SHOWN HEREIN IS CERTIFIED&QUALITY ASSURED BY A FLORIDA STATE APPROVED CERTIFICATION/QA ENTITY&SHALL BE LABELED IN ACCORDANCE WITH THE FBC AND THE FLORIDA DEPARTMENT OF BUSINESS&PROFESSIONAL REGULATION SPECIFICATIONS. PRODUCT ASSEMBLY IS NOT PART OF THIS I DRAWING AND SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S QUALITY ASSURANCE SPECIFICATIONS&TESTING SIMILAR SIMILAR SIMILAR 5 REPORTS. A7 Al A2 SIA2R a w 7. CERTIFICATION OF THESE PRODUCT INSTALLATIONS SHALL BE CONSIDERED VOID IF ANY OF THE FOLLOWING APPLY: 1) 2 p p PRODUCT IS INSTALLED WITHOUT A BUILDING PERMIT FROM THE APPLICABLE LOCAL BUILDING DEPARTMENT. 2)PRODUCT 2 2 2 IS INSTALLED BY ANYONE OTHER THAN A LICENSED CONTRACTOR EXPERIENCED WITH INSTALLATIONS OF THIS TYPE OF W PROOUCI. 3)IF CHANGES HAVE OCCURRED TO THE PRODUCT'S CERTIFICATION ENR7Y'S CERTIFICATE THAT CAUSE THESE w INSTALLATIONS TO BE INCORRECT OR INCONSISTENT WITH WHAT HAS BEEN TESTED. m 8. THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR IN THE PRODUCTS CERTIFICATION SHALL 3 ¢ CONTROL FOR THE INSTALLED PRODUCT. O W 3o t-, FRAME SCREWS WHERE B.THEE DRAWINGS CERTIFY THE PRODUCT INSTALLATION ONLY. WATER PROOFING OF THE INSTALLED PRODUCT S NOT = J W SHOWN. SEE "FRAME PART OF THIS IN CERTIFICATION. THAT RESPONSIBILITY SHALL BE THAI OF THE MANUFACTURER&/OR 4 cn FIN FASTENER WITHIN 3" a F=il ANCHOR REQUIREMENTS NsrAE ER. OF CORNERS & 5"-7" w LO w W_ TABLE" ON THIS SHEET rn MAX. O.C. SEE "FRAME FOR REQUIREMENTS. w INSTALLATION EVALUATION IS BASED ON APPUCABLE ANCHOR STANDARDS AND/OR zoo ANCHOR REQUIREMENTS z z zo INEERMATION&RESULTS FROM APPLICABLE TEST REPORTS. THE FLORIDA BUILDING TABLE" ON THIS SHEET o r w o CODE VERSION CONSIDERED WITH THE EVALUATION WAS THAT IN FORCE AT THE TIME rn WJ w o OF THE EVALUATION. IN THE EVENT OF CODE VERSION CHANGES/UPDATES OR IN W m FOR REQUIREMENTS. w m o I'„ THE EVENT THAT NEW OR ADDITIONAL TESTING IS COMPLETED ON THE REFERENCED m g¢ d I PRODUCT,PRIOR TO STATING CODE COMPLIANCE WITH THE STATE,THE MANUFACTURER ES o Cj Z 4 N SHALL CONFIRM WITH THE INSTALLATION EVALUATION ENGINEER OF RECORD THAT THE CD w a INSTALLATIONS SPECIFIED HERE-IN ARE CURRENT WITH THE THEN CURRENT TESTING, z? U W O U Z O_ 5 CODE AND APPLICABLE STANDARDS. OJ N O x 3 g Q O JOWL ALTERNATE ANCHOR/SUBSTRATE EVALUATION NOTE: ¢a < z o a 3 ALL ALTERNATE ANCHORS IN THEIR SPECIFIED I z z -. SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND rj a w TO BE EQUIVALENT TO OR STRONGER THAN THE o ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. ow o x LL l� FRAME ANCHOR REQUIREMENTS TABLE � z (3)FRAME SCREWS OPPOSITE OPPOSITE :7 m O m z W Al A2 o 2 Zv¢nn OPENING TYPE FRAME TO OPENING FASTENER TYPE MINIMUM MINIMUM 2 z (SUBSTRATE) EMBED EDGE DIST. j ¢ c5 Lz d=� 6" MAY.. � MIN. 2X4 WOOD FRAME OR BUCK w (MIN. GR. 3 & G=0.55) NO. 10 SMS OR WOOD SCREW 1 1/4" 3/4" Wz �h MIN. 18 GA. 33 KSI METAL STUD NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" a ¢ 2=w N. 1/8" THK A36 STEEL NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2' EXTERIOR ELEVATION: DO I EXTERIOR ELEVATION: SINGLE WINDOW < z a MIN. 1/8" THK 6063-T5 ALUM. NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" SCALE: 3/4" = 1'-0" SINGLE WINDOW Nap^a C-90 CMU/2500 PSI CONCRETE (1) 1/4" CONCRETE SCREW 1 1/4" 2" NAIL FIN MOUNT CONDITION SCALE: 3/4" = 1"-0" (2)NAILING FIN FASTENERS ( ) ALLOWABLE DESIGN (FRAME SCREW MOUNT CONDITION) MIN. 2X4 WOOD FRAME OR BUCK �e� ..t..... a PRESSURE � P •° (MIN. GR. 3 & G=0.55) N0. B SMS SCREW 1 3 8" 1 2" ;° ^• / / MAX. MAX. ALLOWABLE MIN.,2X4 WOOD FRAME OR BUCK RECTANGULAR WINDOWS SHOWN. FRAME FRAME PRESSURE ;2;� '� o �'•� Wa 11 GA. ROOFING NAIL 1 3/8" 1/2" SHAPED WINDOWS APPLY LONG DIM.SHORT DIM.(+/- PSF) :cD•rn 4 (MIN. GR. 3 & G=0.55) PROVIDING THEY FIT INSCRIBED ON) (IN.) J.;y c r c',4 MIN. 1/8" THK A36 STEEL N0. 8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" WITHIN THE RECTANGULAR 120 60 50 MIN. 1/8" THK 6063-TS ALUM. NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" DIMENSIONS SHOWN& ANCHORS 108 66 50 "��••'� Z `'� � ARE SPACED THE SAME AS b•"`•••...•••. (1)CONCRETE SCREWS SHALL BE ELCO ULTRACONS (C.S.), ELCO CRETE-FLEX (S.S.), FRH SHOWN. 102 72 50 %ibbM r RAMSET/RED HEAD TAPCONS (C.S. OR S.S.) OR HILTI KWIK-CON II (C.S OR S.S.). 90 78 50 (2)WHEN SCREWS ARE USED WITH THE NAIL FIN, THEY MUST BE A WAFFLE HEAD SCREW84 84 50 Svc neD Ti"Er.AURr um BE USED FOR 70 ASSEMBLY NAWING NQ. He°. OR HAVE A FIAT WASHER AT THE SCREW HEAD. AND/OR INSTALLATION O�ANY OTHER PRODUCT NOR MAY 656 B 1. LONG DIMENSION MAY BE THEY BE USED FDR RAT,ONAL AND/DR LOCAL APPROVAL SHEET ND. (3)FRAME SCREWS MUST BE A PAN OR HEX HEAD SCREW. - ,HORIZONTAL OR VERTICAL' DF ANT"PRDDUR NDS PRDDU�ED 0"THE WWUFM;TURR ATED TH-��DRAvnNGt I OF .i..•fi �• 1• - {..'..• ,.gyp .. ..� f �. - f' N. WDfNwu CHEC'm w w H101: �hw.W - M/Ot/0V SEALANT BY OTHERS FIN FASTENER— SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS BEHIND NAIL FIN PE(2 ELEVATION 7 PER "FRAME ANCHOR PER "FRAME ANCHOR FRAME SCREW REQUIREMENTS TABLE" REQUIREMENTS TABLE" PER ELEVATION STUCCO OR4FIN 1/4" MAX. 1/4" MAX. _ SHEATHING SPACE SHIM AT COVER NAIL EACH ANCHOR AS SHOWN SSEALANT BY Oo OTHERSo17-1 SEAL SPACE WITH z SEAL SPACE WITHLOW EXPANSIONFOAM AROUND o LOW EXPANSION EXTERIOR FOAM AROUND o PERIMETER OF PERIMETER OF w WINDOW FRAME a } Er WINDOW FRAME a Z CO qO SECTION Al , SECTION A2 o o SCALE: 1/2 FULL 2 a / SCALE: 7/2 FULL 2 Z_ N (NAIL FIN MOUNT) (FRAME SCREW MOUNT) 01g� 30 N W V � JO�tp = a 3 w � w L a CONTINUOUS WOOD MEMBER LESS IN THICKNESS SUBSTRATE BY OTHERS w THAN A 2X_ BUCK TO BE MIN. 3 1/2" DEEP PER "FRAME ANCHOR 0.060 7.400 0.060 (NOT REQUIRED WHEN SHIM SPACE IS WITHIN 1.400 = ALLOWABLE DIMENSIONS SHOWN IN SECTIONS). REQUIREMENTS TABLE" i-- v 0.470 0.47D FLEXIBLE & RIGID PVC NAIL FIN z wa RIGID PVC NAIL FIN (SHAPED WINDOW) z E5� (RECTANGULAR WINDOW) < z"4 SEALANT BY-/" OTHERS D FRAME SCREW PER ELEVATIONS & w ci�g "FRAME ANCHOR REQUIREMENTS TABLE" ��ooa EXTERIOR NN Sou na a0E5;tiE1E86f�f o 3•� OPTIONAL DIRECT MOUNT DETAIL ¢•°....... 4/j'• TO SUBSTRATE WITH SPACER n (HEAD SECTION SHOWN, SILI & SIDES ARE INSTALLED THE SAME) • :w at �' cry: �.:U ' /��.�bb'° ...P•'Vw_ \.,...Via. • B`Bt r`tS �St` `` DRAWING NG. RSV.` 1656 B SH-ET No. - 2 Of 2 — —-- — nui iuca ouuunly%-uue vrlIII le BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us ' BCIS Site Map LInkS Searcy,. dbUser/ lfPseR Public�Pproval it t Product Approval Menu>Product or Application Search>Application List>Application Detail ' FL# FL11206 R10 •` tv" 1 " X` Application Type Revision t Code Version 2017 • Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratifi' b9_. the POC and/or the Commission if necessary. ' Comments Archived Product Manufacturer Pella Corporation Address/Phone/Email 102 Main St. Pella, IA 50219 (641)621-6096 pellaproductapproval@pella.com _ Authorized Signature TROY FARR ` tbfarr@pella.com Technical Representative TROY FARR Address/Phone/Email 18600 NE WILKES ROAD PORTLAND, OR 97230 (503)405-9176 tbfarr@pella.com Quality Assurance Representative TROY FARR Address/Phone/Email 18600 NE VNILKES ROAD PORTLAND, OR 97230 (503)405-9176 tbfarr@pella.com Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturer Association Validated By lames L. Buckner, P.E. @ CBUCK Engineering Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Y'rar AAMA/WDMA/CSA 101/I.S.2/A440-11 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/14/2017 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs6WGOndIUHY12YafaN4S6kBMUsklFCm2puSOoak6fdCg%3d%3d .1/5 -•�•-�•� munua ouuuniy"We Unnne Date Validated 10/02/2017 4 °` Date Pending FBC Approval Date Approved 10/16/2017 Summary of Products FL# Model, Number or Name Description _. _.._.. ..._........... 11206.1 Series 10/20 High Performance Vinyl Single Hung Window(42" x 72") Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R10 C CAC CCL-411-1-1-1043.108-109.Rdf Approved for use outside HVHZ: Yes FL11206 R10 C CAC CCL-411-H-1043,111-112.pdf ' Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 06/17/2027 Other: Configurations of glass shall conform to the current Installation Instructions ASTM E1300 standard. FL11206 R10 II Drawing 1572•pd Verified By: Warren W. Schaefer, P.E.44135 Created by Independent Third Party: Yes . Evaluation Reports FL11206 R10 AE Drawing 1572.pdf Created by Independent Third Party: Yes , 11206.2 Series 10/20 High Performance Vinyl High Performance Single Hung Twin Composite(72") 65 ......... Single Hung 1/2") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R10 C CAC CCL-411-H-1043 2 124 pdf Approved for use outside HVHZ:Yes FL11206 R10 C CAC CCL-411-H-1043.126-127.pd t Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 06/21/2027 Other: Configurations of glass shall conform to the current Installation Instructions ASTM E1300 standard. FL11206 R10 II Drawing 1572•pdf Verified By: Warren W. Schaefer, P.E.44135 ' Created by Independent Third Party: Yes Evaluation Reports FL11206 R10 AE Drawing 1572.pdf Created by Independent Third Party: Yes 11206.3 Series 10/20 Single Hung Vinyl Single Hung Triple Composite(109"x 72") Limits of Use Certification Agency Certificate r: Approved for use in HVHZ: No FL11206 R10 C CAC CCL-411-H-1043.85-86.p df Approved for use outside HVHZ: Yes FL11206 R10 C CAC CCL-411-H-1043 93-94 pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +40/-40 06/15/2027 Other:Configurations of glass shall conform to the current Installation Instructions ASTM E1300 standard. FL11206 R10 fI Drawing 1572•pdf Verified By: Warren W. Schaefer, P.E.44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R1.0 AE Drawing 1572.pdf _ ........................ 11206.4 Created by Independent Third Party: Yes ." 11206 4 Series 10/20 Single Hung I Vinyl Single Hung Triple Composite (108" x 53.5") Limits of se Certification Agency Certificate pprov for use in HVHZ: NoFL11206 R10 C CAC CCL 411-H 1043 1 9-140 pdf ' A ed for use outside HVHZ:Yes FL11206 R10 C CAC CCL-411-H-104 ,144-14 .pdf. ' Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 06/23/2027 ". Other: Configurations of glass shall conform to the current Installation Instructions ASTM E1300 standard. FL11206 R10 II Drawing 1572.pdf Verified By: Warren W. Schaefer, P.E.44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R10 AE Drawing 1 72 df .............. .............. Created by Independent Third Party: Yes ._......................._ _.._. -_ __—.......... _._......_.__�_ _..__-.__.._...__.... ....... _...I............. . 11206.5 1 Series 10/20 Single Hung Vinyl Single Hung Twin Composite (96.5"x 59.5") , Limits of Use Certification Agency Certificate , Approved for use in HVHZ: No FL11206 R10 C CAC CCL-411-H-1043.102-103.Rdf. . Approved for use outside HVHZ:Yes FL11206 R10 C CAC CCL-411-H-1(,13.105-106.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 06/13/2027 - Other: Configurations of glass shall conform to the current Installation Instructions ASTM E1300 standard. FL11206 R10 II Drawing 1572.pd Verified By: Warren W. Schaefer, P.E.44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R10 AE Drawing 1572.pdf Created by Independent Third Party: Yes https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs6WGOndlUHY12YafaN4S6kBMUsklFCm2puS0oak6fdCg%3d%3d . • —lua wuuuiny uuue unnne _ ....................._.........._..__........_......._......................._........ .._.......- ......_..................................._.._.............._.._...._....._....._.........._...... _............._...---........--........._.._._...._.....................--....._._.._........_......................-.................................... ........: . 11206.6 Series 10/20 Single Hung Vinyl Single Hung Twin Composite(72"x 59.5") Limits of Use Certification Agency Certificate +' Approved for use in HVHZ: No FL11206 R10 C CAC CCL-411-H-1043 96 97 pdf Approved for use outside HVHZ:Yes FL11206 R10 C CAC CCL-411-H-1043 99-]0o.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 06/16/2027 Other: Configurations of glass shall conform to the current Installation Instructions + ' ASTM E1300 standard. FL11206 R10 II Drawing 1572.pdf Verified By: Warren W. Schaefer, P.E.44135 •a" :# Created Created by Independent Third Party: Yes Evaluation Reports FL11206 R10 AE Drawing 1572.pdf Created by Independent Third Party: Yes 11206.7 Series 10/20 Single Hung Vinyl Single Hung Triple Composite(109" x 59.5") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R10 C CAC CCL-411-H-1 43 96-97 pdf Approved for use outside HVHZ:Yes FL11206 R10 C CAC CCL-411-H-1043.99-100.pdf. Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 06/16/2027 t Other: Configurations of glass shall conform to the current Installation Instructions ASTM E1300 standard. FL].].206 R10 II Drawiny 1572.pdf Verified By: Warren W. Schaefer, P.E.44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R10 AE Drawing 1572.pdf Created by Independent Third Party: Yes ...... .._....._._.....�Series ._ .....----............ _.._...._ _...__ .._.._.. .............11206 8 0 Single Hung Vinyl Single Hung Window(48"x 72") Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL11206 R10 C CAC CCL-411-1-1-1043 84-87.pdf Approved for use outside HVHZ:Yes FL11206 R10 C CAC CCL-411-H-1043 88-89 pdf r ' Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 06/17/2027 Other: Configurations of glass shall conform to the current Installation Instructions " ASTM E1300 standard. FL11206 R10 II Drawiny 1572.pdf Verified By: Warren W. Schaefer, P.E.44135 %* Created by Independent Third Party: Yes Evaluation Reports FL11206 R10 AE Drawing 1572.ndf _ Created by Independent Third Party: Yes V' -------- . ....... ................... ............... .... . .............. 11206.9 �Series 10/20 Single Hung Vinyl Single Hung Window(48"x 59-1/2") .............................. .................._._....._. _.__.._ __................_................................__ __.._.__....._..._..........._......__..._....._................. . Limits of Use Certification Agency Certificate R Approved for use in HVHZ: No FL11206 R10 C CAC CCL-411-H-1043.102-103.pdf Approved for use outside HVHZ:Yes FL11206 R10 C CAC CCL-411-H-1(143 105-106 pdf` ' Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 06/13/2027 Other:Configurations of glass shall conform to the current Installation Instructions ASTM E1300 standard. FL11206 R10 II Drawing 1572.pdf Verified By: Warren W. Schaefer, P.E.44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R10 AE Drawing 1572.pdf Created by Independent Third Party: Yes F aApprovfor Series 10/20 Single Hung Vinyl Single Hung Window(36"x 59-1/2") Certification Agency Certificate n HVHZ: No FL11206 R10 C CAC CCL-411-H-1043.96-97 pdutside HVHZ: Yes FL11206 R10 C CAC CCL-411-H-1043.99-100 pdf M ' . Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 06/16/2027 Other: Configurations of glass shall conform to the current Installation Instructions ASTM E1300 standard. FL11206 R10 II Drawing 1572.pdf " Verified By: Warren. W. Schaefer, P.E.44135 Created by Independent Third Party: Yes Evaluation Reports .;.. FL11206 R10 AE Drawing 1572.pdf Created by Independent Third Party: Yes _............... _..._._--------__._..._.__ ._........ ........._.._ ._................ __.___.___.................... 11206.11 Series 10/20 Single Hung Vinyl Single Hung Window(48"x 84") ........... Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R10 C CAC CCL-411-H-1043.114-115.pLIf . Approved for use outside HVHZ:Yes FL11206 R10 C CAC CCL-411-H-1043.117-118.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 06/17/2027 Other:Configurations of glass shall conform to the current Installation Instructions ASTM E1300 standard. FL11206 R10 IIDrawing 1572.pdf https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs6WGOndlUHYI2YafaN4S6kBMUsklFCm2puSOoak6fdCg%3d%3d ;s/5 ---- - rionaa t5miaing code Online - Verified By: Warren W. Schaefer, P.E.44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R10 AE Drawing 1572.Ddf Created by Independent Third Party: Yes -._ . 11206.12 Series 10/20 Single Hung Vinyl Single Hung Window(36"x 72") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R10 C CAC CCL-411-H-1043 85-86.pdf Approved for use outside HVHZ:Yes FL11206 R10 C CAC CCL-411-114043.93-94,pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 06/15/2027 Other: Configurations of glass shall conform to the current Installation Instructions ASTM E1300 standard. FL11206 R10 II Drawing 1572.pdf j Verified By: Warren W. Schaefer, P.E.44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R10 AE Drawing 1572.pdf + . ............ Created by Independent Third Party: Yes .. .._ _ ___ ___ __ 11206 13 _ Series 10/20 Single Hung Vinyl Single Hung Twin Composite (72"x 53.5') _ ......_ ....... .... Limits of Use .._. Certification Agency Certificate Approved for use in HVHZ: No FL11206 R10 C CAC CCL-411-H-1043 139-140 pd_f,:.• Approved for use outside HVHZ: Yes FL11206 R10 C CAC CCL-411-H-1043.144-145.12d Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 06/23/2027 Other: Configurations of glass shall conform to the current Installation Instructions ASTM E1300 standard. FL11206 R10 II Drawing 1572.pdf .` Verified By: Warren W. Schaefer, P.E.44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R10 AE Drawing 1572.odf Created by Independent Third Party: Yes ; ....-..----_..........-... .___..._.�..._..__.__.................._....... _ .........._.�-__.___-.�............--- ....... -............ ....... ...........:_.�,_.....: 11206.14 Series 10/20 Single Hung Vinyl Single Hung Twin Composite(96.5"x 53.5") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R10 C CAC CCL-411-H-1043 129-130 pdf' Approved for use outside HVHZ: Yes FL11206 R10 C CAC CCL-411-H-1043,132-133.pdf ' Impact Resistant: No Quality Assurance Contract Expiration Date ! Design Pressure: +35/-35 06/21/2027 Other: Configurations of glass shall conform to the current Installation Instructions ASTM E1300 standard. FL11206 R10 II Drag 1572.pdf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11206 R10 AE Drawing 1572.pdf Created by Independent Third Party: Yes .........._ ................. .............._........ ......_..----........__...................... .................. 11-206.15 Series 10/20 Single Hung Vinyl Single Hung Twin Composite(96.5" x 72") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R10 C CAC CCL-411-H-1043.84-87.pd Approved for use outside HVHZ: Yes FL11206 R10 C CAC CCL-411-H-1043.88-89.pd Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 06/17/2027 Other: Configurations of glass shall conform to the current Installation Instructions ASTM E1300 standard. FL11206 R10 II Drawing 1572.pdf Verified By: Warren W. Schaefer, P.E. 44135 ` Created by Independent Third Party: Yes Evaluation Reports ; FL11206 R10 AE Drawing 1572.pdf :E; Created by Independent Third Party:Yes --.._........... _... .. 11206.16 Series 10/20 Single Hung Vinyl Single Hung Twin Composite(72"x 72") . ............... _...... -- _................_..................._.... ......... ... Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11206 R10 C CAC CCL-411-H-1043.85-86.pdf Approved for use outside HVHZ:Yes FL11206 R10 C CAC CCL-411-H-1043.93-94.pdf Impact Resistant: No Quality Assurance Contract Expiration Date i Design Pressure: +40/-40 06/15/2027 + Other: Configurations of glass shall conform to the current Installation Instructions ASTM E1300 standard. FL11206 R10 II Drawing 1 72.pdf Verified By: Warren W. Schaefer, P.E.44135 Created by Independent Third Party: Yes { I Evaluation Reports FL11206 R10 AE Drawing 1572.pdf Created by Independent Third Party: Yes . ....-_ R , ..... . .. .- -. .......... -.............-__...._._ _ ..._..........__.-.....__ .. .......... 11206 17 Series 10/20 Single Hung Vinyl Fixed With Single Hung Flankers(,108"x 72") Limits of Use Certification Agency Certificate https://www,floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs6WGOndiUHYI2YafaN4S6kBMUsklFCm2puSOoak6fdCg%3d%3d ;15 rlanaa tsunaing uoae unime Approved for use in HVHZ: No FL11206 R10 C CAC 411-H-1043.74_pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/03/2019 Design Pressure: +30/-30 Installation Instructions Other:Configurations of glass shall conform to the current FL11206 R10 II Drawing 1572,pdf ASTM E1300 standard. Verified By: Warren W. Schaefer, P.E.44135 i Created by Independent Third Party: Yes Evaluation Reports FL11206 R10 AE Drawing 1572.pdf Created by Independent Third Party: Yes x F-771 Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 . The State of Florida is an AA/EEO employer.fQpyright 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 ele.ctrohic 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 tmarls_ 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 a 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 h .:• Product Approval Accepts: WJ WON E Credit Card Safe 5 .. httpS://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgs6WGOndlUHY12YafaN4S6kBMUsklFCm2puSOoak6fdCg%3d%3d /5 r NERA�F L NOTES: THESE DRAWINGS ME APPLICABLE ONLY TO THE PRODUCT DMww er: CNEC•ED Br: 1. ALL FASIENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE PE,.R INSTALLATION THEY MAY NOT N USED FOR THE T NOR6MA wAr. w.ws. MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. THEY B UEDFOR OF ANY OTHER PRODUCT NOR MAY PIDT: wTE: 2 OPENINGS,BUCKING&BUCKING FASTENERS MUST BE PROPERLY DESIGNED&INSTALLED TO TRANSFER WIND THEY BC USED COR RATIONAL ANO/OR LOLL APPROVAL 1-1e 41/.w/oe ANATEDY PRODUCT NOT PRODUCED BY THE MANUFACTURER LOADS TO THE STRUCTURE. DI TADRAWINGS 3. THESE NDN-IMPACT RATED PRODUCT INSTALLATIONS ARE IN ACCORDANCE WITH AND MEET THE REOUIREMENTS 48" MAX. FRAME WIDTH _ OF THE FLORIDA BUILDING CODE(FSC). 8 8 S 4. ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE TREATED BUCKS DR WOOD FRAMING SMALL BE Al CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD. 5 I-48" MAX. FRAME WIDTH--I�4" MAX. ' A, : s " 5. MATERIALS,INCLUDING BLD NOT LIMITED TO STEEL SCREWS.THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE CHAPTER 20. & TO THE BEST OF OUR KNOWLEDGE,THE PRODUCT SHOWN HEREIN IS CERTIFIED&DUALITY ASSURED BY A FLORIDA STATE APPROVED CERTIFICATION/OA ENTITY&SHALL BE LABELED IN ACCORDANCE WITH THE FBC AND THE FLORI &DA DEPARTMENT OF BUSINESS PROFESSIONAL REGULATION SPECIFICATIONS, PRODUCT ASSEMBLY IS gg gg $„1 HOT PART OF THIS DRAWING AND SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S DUALITY ASSURANCE B1 / Bl B2 FRAME SCREWS B2 EQUALLY U € SPECIFICATIONS&TESTING REPORTS. SPACED 7. CERTIFICATION OF THESE PRODUCT INSTALLATIONS SHALL BE CONSIDERED VOID IF ANY OF THE FOLLOWING S 5 5 WHERE SHOWN. 5 APPLY: 1)PRODUCT IS INSTALLED WITHOUT A BUILDING PERMIT FROM THE APPLICABLE LOCAL BUILDING OPPOSITE SEE "FRAME OPPOSITE DEPARTMENT. 2)PRODUCT IS INSTALLED BY ANYONE OTHER THAN A LICENSED CONTRACTOR EXPERIENCED WITH ANCHOR ? 3 S Y 3 INSTALLATIONS OF THIS TYPE OF PRODUCT. 3)IF CHANGES HAVE OCCURRED TO THE PRODUCT'S CERTIFICATION FIN ANCHOR--\ ENTITY'S CERTIFICATE THAT CAUSE THESE INSTALIATIONS TO BE INCORRECT OR INCONSISTENT WITH WHAT HAS WITHIN 2' OF REQUIREMENTS EQUALLY BEEN TESTED. CORNERS & 8” TABLE" ON THIS SPACED - - & THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR IN THE PRODUCTS CERTIFICATION SFWL �' HE THESE 2 SHEET FOR CONTROL FOR THE INSTALLED PRODUCT. MAX. O.C. SEE 0 ANCHORS B.THESE DRAWINGS CERTIFY THE PRODUCT INSTALLATION ONLY. WATER PROOFING OF THE INSTALLED PRODUCT IS w FRAME ANCHOR w ARE NOT REQUIREMENTS. NOT PART OF THIS INSTALLATION CERTIFICATION. THAT RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER = REQUIREMENTS = &/OR INSTALLER. TABLE" ON THIS j WINDOW WHEN j 9• z U n AITF"ATE ANCHOR/SUBSTRATE EVALUATION NOTE: 4a SHEET FOR — _ -- FRAME — - — Fa ALL ALTERNATE ANCHORS IN THEIR SPECIFIED REQUIREMENTS. HEIGHT IS SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE a / x62OR LESS / 9" MAX. z a�i WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND (TYP. EACH TO BE EQUIVALENT TO OR STRONGER THAN THE SIDE) o CC n a v 3 V a I DO ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. °D °0 q EQUALLY O 7 o i INSTALLATION EVALUATION IS BASED ON APPLICABLE ANCHOR STANDARDS AND/OR SPACED Z a o GGF„n INFORMATION&RESULTS FROM APPLICABLE TEST REPORTS. THE FLORIDA BUILDING 3 N CODE VERSION CONSIDERED WITH THE EVALUATION WAS THAT IN FORCE AT THE TIME 0 OF THE EVALUATION. IN THE EVENT OF CODE VERSION CHANGES/LIPOATES DR IN Z THE EVENT TH4T NEW OR ADDITIONAL TESTING IS COMPLETED ON THE REFERENCED EQUALLY x PRODUCT,PRIOR TO STATING CODE COMPLIANCE WITH THE STATE,THE MANUFACTURER SPACED W SHALL CONFIRM WITH THE INSTALLATION EVALUATION ENGINEER OF RECORD THAT THE ESj Z Y INSTALLATIONS SPECIFIED HERE-IN ARE CURRENT WITH THE THEN CURRENT TESTING. CODE AND APPLICABLE STANDARDS. N 3 FRAME ANCHOR REQUIREMENTS TABLE3 OPENING TYPE FRAME/CLP/NAIL FW TO MINIMUM MINIMUM NO ANCHORS REO' EXTERIOR ELEVATION: �4 MAX 5 c20 (SUBSIT(ATE) OPENING FASTENER TYPE Euem EDGE DST. EXTERIOR ELEVATION; AT HEAD & SILL s z00 SINGLE WINDOW (1)FRAME SCREWS SERIES 20SINGLE WINDOW o Wm m WN.2X4 WOOD FRAME OR SLICK (FRAME SCREW INSTALLED SERIES 20) � MIN.GR.3&G=0.55 NO.10 SMS OR WOOD SCREW 1 1/a• 3/4• (FIN INSTALLED SERIES 10) o s ( ) SCALE: 3 4" = 1'-0" MIN. 18 GA 33 KSI METAL SND N0.1D GR-5 SELF TM/DRILL SCREW FULL 1/2' SCALE: 3/4" = 1'-0" / wa 1 MIN. 1/8•THK A36 STEEL N0.10 CR 5 SELF TAP/DRILL SCREW FULL 1/2 W YIN.1/8'THK 6063-T5 ALUM. N0. 1D GR.5 SELF TAP/DRILL SCREW .FULL1/2' Ix oo� C-90 CMU/2500 P51 CONCRETE lt1 1/4"CONCRETE SCREW 1 1/4' 2' W z � (1)INSTALLATION CLIP SCREWS SERIES 20 ALLOWABLE DESIGN PRESSURE WINDOW) (MIN.GR.3&G=0.55) ALLOWABLE MIN.2%4 WOOD FRAME OR BUCK (SINGLE WINDOW)WINDOW SIZE ALLOWABALLOWABLE � �FnN N0. 10 SMS OR WOOD SCREW 1 1/4• 3/4' Z z N3a MIN.18 GA 33 KSI METAL SND NO.1D GR.5 SELF TAP/DRILL SCREW FULL 1/2' U MAX. MAX. PRESSURE ^..:. viii gjp z MIN.1/8•THK A36 STEEL N0.10 GR.5 SELF TAP DRILL SCREW FULL 1/2' STILE FIXED SASH ACTIVE SASH (ppSRryE •.,.r &, 1f FRAME FRAME MIN.1/8•THK 6063-T5 AL.W1. N0.10 GR.5 SELF TAPDPJ SCREW FULL 1/2• NIEEFING RAIL MEETING RAIL & @•.�;G; ')`4WD •., WIDTH HEIGHT REINFORCEMENT REINFORCEMENT REINFORCEMENT '•' >•., '? ' C-90 CMU/2500 PSI CONCRETE IZ) 1/4'CONCRETE SCREW 1 1/4' (IN.) (IN.) NEGATIVE) NAILING FIN FASTENERS (SERIES 10 (PSF) Ln n MIN.2%4 W000 FRAME OR BUCK (3)NO.8 X 1 1/2"SIRS 1 3/8' 1/2' (Z)36 59.5 NO NO YES 35 eL,,°I n 03 •✓ w IN,DR.3&G-0.55) n)36 72 YES NO YES 35 _ .� ;C. F= w MIN.2%4 WOOD FRAME OR BUCK (4)z'x 11 GA RoaTHc NAA 1 7/e' 1/2• (2)42 72 YES YES Y S 50 HIGH PERFORMANCE 4; �' K (MIN.GR.3&G-0.55) z)48 59-5 NO YES Y 35 WINDOW `' ' .' MIN.1/8•THK A36 STEEL O)N0.8 GR.5 SELF TAP/DRILL SCREW Fuu 1/z• �)48 9 YES YES YES 35 MIN.1/8"THK 6063-T5 ALUM. (ANO.8 GR.5 SELF TAP/DRILL SCREW FULL 1/2' 7- (1)48 84 YES YES YES 35 • °"•��' (1)FRAME'SCREWS SHALL BE PAN HEAD OR HD(HEAD SCREW (1)WINDOW HAS A MAXIMUM 35 TALL BOTTOM VENT. � (2)CONCRETE SCREWS SH4LL BE ELCO ULTRACONS,ELCO CRETE-FLEX.RW RAMSLT/RED (Z)WINDOW HAS EQUAL TOP & BOTTOM VENTS. HEAD'TAPCONS DR HILTI KWIK-CGN II(HARDENED STEEL OR S.S.). PRESSURE:SHOWN IN THIS TABLE IS FOR INSTALLATION CONDITIONS ND. REV. (3)WHEN SCREWS ARE USED WITH THE NAIL FIN,THEY MUST BE A WAFFLE HEAD SCREW ONLY. THE GOVERNING DESIGN PRESSURE ON THE WINDOWS - 572 F OR HAVE A FIAT WASHER AT THE SCREW HEAD. SHALL BE THE LESSER OF THAT SHOWN IN THE,INDIVIDUAL sHEer No. (4)ROOFING NAILS ARE ONLY-APPLICABLE WITH STANDARD.PERFORMANCE WI14DOVJS(N/A > WITH HIGV P.[RFORMANCE WINDOWS) WINDOW'S STATE APPROVAL OR THAT SHOWN IN THIS TABLE. •1' of 4 A. .. .fie. ..4•. • .-Ae' '•f•; _.♦ A .. ..T ... °u wx er: 1—M er: w.ws FOR MAX. OVERALL UNIT WIDTH, SEE WINDOW FOR MAX. OVERALL UNIT WIDTH, SEE WINDOW vimwpM wie PRESSURE TABLE ON THIS SHEET PRESSURE TABLE ON THIS SHEET °iroae 48" MAX. INDIVIDUAL 48' MAX. INDIVIDUAL 48" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL 48' MAX. INDIVIDUAL WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH 2'To 3' 2'To 3' 4' 4" 4' 4" 4" 4" 4" 4" 4" 4' A2 5 F EE SINGLE WINDOW / CLUSTER FIN / FRAME SCREWS ANCHORS AT MULLION ELEVATION FOR FIN MIDDLE ANCHOR NOT WHERE SHOWN AT - ANCHOR REQUIRED AT EACH I INDIVIDUAL WINDOW I ENDS SUCH THAT I INDIVIDUAL WINDOW I HEAD. SEE "FRAME POSITIONS AR & WINDOW WHEN WINDOW IS POSTITONS AROUND WIDTHS ARE RESTRICTED THERE ARE A TOTAL30' WIDTHS ARE RESTRICTED ANCHOR WINDOWS I TO DIMENSIONS SHOWN OF 4 POSITIONED AS OR LESS WIDE. TO DIMENSIONS SHOWN REQUIREMENTS BUT OVERALL UNIT SHOWN. SEE "FRAME BUT OVERALL UNIT TABLE' ON SHEET 1 FRAME WIDTH SHALL ANCHOR SEE SINGLE WINDOW FRAME WIDTH SHALL FOR REQUIREMENTS. CONTROL REQUIREMENTS = ELEVATION FOR ANCHOR I CONTROL TABLE" ON SHEET 1 2 REQUIREMENTS & I W N ' IFOR REQUIREMENTS. _ POSITIONS AT SIDES OF Z v n g j j j a WINDOWS j j 04a a a o 0 < nza I I I I O 3a U) ' N z WO} N� z I I I I J INSTCALLATgN � / / N z J 5 � S coZ to EXTERIOR ELEVATION: 4 4" 4 4�4 4" 4 4 4 4 4 W �: MULTIPLE WINDOWS INSTALLATION CLIPS WHERE SHOWN. SEE EXTERIOR ELEVATION: •��x MIDDLE ANCHOR NOT z (FIN INSTALLED SERIES 10) "FRAME ANCHOR REQUIREMENTS TABLE" ON Li 6J - MULTIPLE WINDOWS REQUIRED AT EACH SHEET 1 FOR REQUIREMENTS. Ix 3� SCALE: 3/4' = 1'-D' WINDOW WHEN WINDOW Ix z NOTE: CUPS MAY BE USED AT HEAD ALSO (FRAME SCREW INSTALLED SERIES 20) w IN LIEU OF FRAME SCREWS SCALE: 3/4" = V-0' IS 30" OR LESS WIDE. to �7-n=W U� o ALLOWABLE DESIGN PRESSURE (DOUBLE & TRIPLE WINDOWS) PRESSURE SHOWN IN THIS TABLE IS U) FOR INSTALLATION CONDITIONS ONLY. 3 EES, a OVERALL ALLOWABLE WINDOW SIZETHE GOVERNING DESIGN PRESSURE ON r �3 MULLION STILE FIXED SASH ACTIVE SASH PPOSTfUIVE THE WINDOWS SHALL BE THE LESSER " T;@$F.t,': , MAX- MAX FRAME FRAME REINFORCEMENT REINFORCEMEN MEETING RAIL MEETING RAIL ( & OF THAT SHOWN IN THE INDNIDUAL . WIDTH HEIGHT TYPE EINFORCEMENT REINFORCEMENT NEGATNE) WINDOW'S STATE APPROVAL OR THAT (IN.) (IN.) (PSF) SHOWN IN THIS TABLE. DOUBLE WINDOWS .6 v �n 72 53.5 N A NO NO YES 35 • ^•2 �V•; ry: y;gip 72 59.5 1-BAR NO NO YtS 35 YES 50 HIGH PERFORMANCE ,u. P 72 65.5 I-BAR YES WINDOW 72 72 1-BAR YES NO YES 40 NOTE: 4 '� �� •,� \ w 96:5 53.5 N A NO YES YES 35 1. ALL WINDOWS ARE RESTRICTED BY THE DIMENSIONS SPECIFIED. 96.5 59.5 I-BAR NO YES YES 35 2. TRIPLE WINDOW SHOWN. DOUBLE WINDOW ALSO APPLIES. 96 72 I-BAR YESI YES YES 35 3. IF MORE THAN 3 WINDOWS ARE TO BE MULLED IN ONE OPENING, TRIPLE WINDOWS 53.5 N A NO 35 ALLOWABLE PRESSURE ON THOSE UNITS SHALL BE AS STATED FOR THE 1572 F 706 NO YES 109 59.5 t-BAR NO NO YES 35 COMPARABLE TRIPLE UNIT., sHeET No. 1 92 I-BAR YES NO YES 40 2 or 4 ow.nw.er: cHccxm er. wcoi�x oxhw.w ovbion 108" MAX. OVERALL FRAME WIDTH 108" MAX. OVERALL FRAME WIDTH 48" MAX.*INDIVIDUAL 60" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL 60" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL WINDOW WIDTH .WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH 2'To 3' 2'To 3' 4" 4" 4" 4" 4" SIMILAR 4" 4" 4" 4" 4" A2 5 SEE SINGLE WINDOW CLUSTER FIN / / FRAME SCREWS ELEVATION FOR FIN ANCHORS AT MULLION WHERE SHOWN AT - ANCHOR I I ENDS SUCH THAT I HEAD MULLION END. REQUIREMENTS & INDIVIDUAL WINDOW THERE ARE A TOTAL SEE "FRAME ANCHOR POSITIONS AROUND WIDTHS ARE RESTRICTED I MIDDLE ANCHOR NOT OF 4 POSITIONED AS REQUIREMENTS WINDOWS TO DIMENSIONS SHOWN SEE SINGLE WINDOW REQUIRED AT EACH SHOWN. SEE "FRAME TABLE" ON SHEET i BUT OVERALL UNIT ELEVATION FOR WINDOW WHEN WINDOW IS ANCHOR FRAME WIDTH SHALL ANCHOR FOR REQUIREMENTS. 30" OR LESS WIDE. REQUIREMENTS x x CONTROLc� REQUIREMENTS & c� TABLE" ON SHEET 1 w I I W POSITIONS AT SIDES I I w N = FOR REQUIREMENTS. x Z v n w j w OF WINDOWS o g n m F / o O O 0-a o az CO I INDIVIDUAL WINDOW I ,\ 0 gon N WIDTHS ARE RESTRICTED z w o r TO DIMENSIONS SHOWN 3 a BUT OVER UNIT FRAME WIDTH SHALL z CONTROL = I I I I w 1 � INSTALLATION // Z CLIP V J r > zm EXTERIOR ELEVATION: a" a 4" a a 4" a- a" a" a^ MULTIPLE OPERABLE/FIXED WINDOWS INSTALLATION CLIPS WHERE SHOWN. SEE E5 EXTERIOR E ANCHOR NOT z ELEVATION: MIDDLQ=� "FRAME ANCHOR REQUIREMENTS TABLE' ON w (FIN INSTALLED SERIES 10) SHEET 1 FOR REQUIREMENTS. MULTIPLE OPERABLE FIXED WINDOWS WINDOW WHEN WINDOW w REQUIRED AT EACH w �a ods SCALE: 3/4" = 1'-0" NOTE: CLIPS MAY BE USED AT HEAD ALSO / IN LIEU OF FRAME SCREWS (FRAME SCREW INSTALLED SERIES 20) IS 30" OR LESS WIDE. vn w? SCALE: 3/4" = V-0" Lml:�o ALLOWABLE DESIGN PRESSURE 0a o (XOX WINDOWS) Vis: n3 -0 +/-30 PSF U,3' PRESSURE SHOWN IN THIS TABLE IS FOR ' w INSTALLATION CONDITIONS ONLY. THE Za GOVERNING DESIGN PRESSURE ON THE WINDOWS SHALL BE THE LESSER OF THAT 5 j �. o SHOWN IW THE INDIVIDUAL WINDOW'S STATE .?�< . APPROVAL OR THAT SHOWN IN THIS TABLE. NOTE: 1. ALL WINDOWS ARE RESTRICTED BY THE DIMENSIONS SPECIFIED. 2. TRIPLE WINDOW SHOWN. DOUBLE WINDOW ALSO APPLIES & IS RESTRICTED TO A MAXIMUM OVERALL FRAME WIDTH Of 96". M.&- a[v. 1572 F . SHED - 3 4 FIN ANCHOR PER ELEVATION SUBSTRATE BY OTHERS PER FRAME ANCHOR PER owW0.Y: cNs�a: "FRAME ANCHOR ELEVATION SUBSTRATE BY OTHERS PER 1/4" MAX. SPACE FRAME WIDTH-- Poor:"z wo ro SEALANT BY REQUIREMENTS TABLE TABLE" FRAME ANCHOR OTHERS BEHIND REQUIREMENTS SUBSTRATE BY OTHERS PER NAIL Fl "FRAME ANCHOR 1/4" MAX. - ` REQUIREMENTS SPACE TABLE' SERIES 70 1/4" MAX. SHIM WINDOW SEALANT BY AT EACH ANCHOR FRAME OTHERS FIN ANCHOR PER a SEALANT BY ELEVATION r OTHERS SERIES 10 SEALANT WINDOW OTHERS BEHIND FRAME 2: SERIES 20 '., 0 WINDOW NAIL FIN - O s EXTERIOR FRAME w EXTERIOR _ � w SERIES 10 a EXTERIOR o WINDOW SEALANT BY F a FRAME SERIES WINDOW 20 OTHERS pwao oEALANT BY � FRAME D THERS —OINSTALLATION CLIP SECTION gi 3 c00i 1�n PER ELEVATION SCALE: 1/2 FULL 5 00 a N SEALANT BY 1/4" MAX. SHIM z w o r OTHERS AT EACH ANCHOR FRAME WIDTH— ; a 1/4" MAX. SHIM 0 1 L SUBSTRATE BY SEALANT BY 1/4 MAX. OTHERS PER BEH = OTHERS IND SHIM AT EACH CLIP "FRAME ANCHOR SERIES 20 w NAIL FIN REQUIREMENTS WINDOW oYED FIN ANCHOR PER ELEVATION' SUBSTRATE BY OTHERS PERFRAME z _ TABLE" " rn SECTION Al "FRAME ANCHOR ,' INSTALLATION CLIP SCREW o SCALE: 1/2 FULL 5 REQUIREMENTS TABLE" SUBSTRATE BY OTHERS PER PER ELEVATION (1 PER CUP) Z c3cl o "FRAME ANCHOR 5 zOD CONTINUOUS WOOD MEMBER LESS IN SIZE THAN A 2X_ BUCK0 Fr FRAME ANCHOR o TO BE MIN. 3 1/2" DEEP (NOT REQUIRED WHEN SHIM SPACE REQUIREMENTS TABLE" w IS WITHIN ALLOWABLE DIMENSIONS SHOWN IN SECTIONS). SECTION O z-Is A A2 PER ELEVATION o SCALE: 1/2 FULL 5 w d L d s- �� a: m' EXTERIOR N z n `SUBSTRATE BY OTHERS PER "FRAME ANCHOR SEALANT BY 00 REQUIREMENTS TABLE" OTHERS Nz §31i'd II _ 83� SEALANT BY 1.325 0.293 OTHERS �"��•"^�' FRAME SCREW PER ELEVATIONS l 3" SECTION /18-21\ & "FRAME ANCHOR 0.060 SCALE: 1/2 FULL REQUIREMENTS TABLE" EXTERIOR "a OPTIONAL SERIES 20) DIRECT MOUNT DETAIL O1 INSTALLATION CLIP 3w A E U TO SUBSTRATE WITH SPACER (VINYL) (HEAD SECTION SHOWN, SIDES ARE INSTALLED THE SAME) d 3 (SILL DOES NOT APPLY) (FOR DETAIL NOT SHOWN, SEE SECTIONS A2/4 & 92/4) p SH - SHEET N0. 4 OF • •.. ......,.ai..• .�vv�c vnu is - . b h ! K � �'� �♦, g�x $� � ,..z+�a,�n�,,.r �� ", �.�i'm"�p, ��' �... "�111 ��dC ° • ff BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BGS Site Flap Links .Scar,.!,.•. Ox Product Approval 1 USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL16812-R3 rN' "1 " Application e PP Type Affirmation Code Version 2017 , Application Status Approved Comments Archived Product Manufacturer Pella Corporation Address/Phone/Email 102 Main St. Pella, IA 50219 (641) 621-6096 pellaproductapproval@pella.com Authorized Signature Beth Phelps phelpsba@pella.com Technical Representative TROY FARR Address/Phone/Email 18600 NE WILKES ROAD PORTLAND, OR 97230 (503)405-9176 tbfarr@pelia.com Quality Assurance Representative Pat Bortscheller Address/Phone/Email 102 Main Street Pella, IA 50219 (641) 621-1000 P]Bortscheller@pella.com Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturer Association Validated By Terrence E. Lunn, PE • r Validation Checklist- Hardcopy Received Referenced Standard and Year(of Standard) Standard AAMA/WDMA/CSA 101/I.S.2/A440-08 X00'8 AAMA/WDMA/CSA 101/I.S.2/A440-11 2.011.' ; Equivalence of Product Standards _ Certified By I affirm that there are no changes in the new Florida Buil'di�ig Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. J Documentation from approved Evaluation or Validation Entity Yes No N/A https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPsYPC%2bYipl8uG4vyPUGJt7zHksfvB2eLIFA%3d%3d - .,".A ---•- rwnua ouuuuiy wue vnnne Product Approval Method Method 1 Option A Date Submitted 12/05/2017 Date Validated 12/05/2017 Date Pending FBC Approval , Date Approved 12/06/2017 OFL# Products Model, Number or Name Description 250 Series Single Hung Window 36" x 63" vinyl non-irnpact single window...._._.._._.e Certification Agency Certificate or use in HVHZ: No FL16812 R3 C CAC CCL 411-H-1462.06 .07_pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/06/2021 Design Pressure: +35/-35 Installation Instructions Other: Configurations of glass shall conform to the current FL1681.2 R3 II Drawing 1867.pdf ASTM E1300 standard. Verified By: Warren W.Schaefer P.E.44135 Created by Independent Third Parry: Yes Evaluation Reports FL16812 R3 AE Drawing 1 67.pdf Created by Independent Third Party' Yes _. .._...._.................I.................. +. 16812.2 250 Series Single Hung Window 48"x 84"vinyl non-impact single window with fully reinforced stiles&rails Limits of Use Certification Agency Certificate 3 ' Approved for use in HVHZ: No FL16812 R3 C CAC CCL 411-H-1462 08 09 pd `I Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/06/2021 Design Pressure: +35/-35 Installation Instructions ' Other:Configurations of glass shall conform to the current FL16812 R3 II Drawin 1867.pdf ASTM E1300 standard. Verified By: Warren W. Schaefer P.E.44135 Created by Independent Third Party: Yes l Evaluation Reports FL16812 R3 AE Drawing 1867.pdf Created by Independent Third Party: Yes z ............................._..................... ........................... .......... .................. ......................................................... 16812.3 250 Series Single Hung Window 54"x 66"vinyl non-impact single window with fully reir1fofEej1 stiles& rails&HP package .._... ..........-_ _...........� ... --........................._._...._..__._.. _................. ..-----... .......... ....... . +_ Limits of Use 'Certification Agency Certificate Approved for use in HVHZ: No FL16812 R3 C CAC CCL 411-H-1462 14 .15.pd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/13/2021 Design Pressure: +50/-50 Installation Instructions Other: Configurations of glass shall conform to the current FL16812 R3 II Drawing 1867.pdf ASTM E1300 standard. Verified By: Warren W. Schaefer P.E.44135 Created by Independent Third Party: Yes Evaluation Reports FL16812 R3 AE Drawing 1867.pdf Created by Independent Third Party: Yes ---- —..... .................................._.-..._--__........................_.................... ... 16812.4 250 Series Single Hung Window 48"x 72"vinyl non-impact single window with fully reinforced. t: stiles&rails&HP package Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16812 R3 C CAC CCL 411-H-1462.16 .17.pdf. j Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/13/2021 Design Pressure: +50/-50 Installation Instructions Other: Configurations of glass shall conform to the current FL16812 R3 II Drawing 1867,pdf ASTM E1300 standard. Verified By: Warren W. Schaefer P.E.44135 Created by Independent Third Party: Yes Evaluation Reports +� )App, FL16812 R3 AE Drawing1867.pdf Created by Independent Third Party: Yes ---__.. --_..._—._..-........_.-............ . ..250 Series Single Hung Window 72 1/2' x 63" vinyl non-impact double window ......... . .............. ................ ...... ....-. .....se Certification Agency Certificate for use in HVHZ: No FL16812 R3 C CAC CCL 411-H-1462.00 .0i.pdf, for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/14/2021 Design Pressure: +35/-35 Installation Instructions Other:Configurations of glass shall conform to the current FL16812 R3 II Drawing 1867.pdf ASTM E1300 standard. Verified By: Warren W. Schaefer P.E.44135 Created by Independent Third Party: Yes Evaluation Reports ; f hftps://www.floridabuilding.org/pr/pr_app_Otl.aspx?param=wGEVXQwtDgtmmTSTNdVPsYPC°/a2bYipl8uG4vyPUGJt7zHksfVB2eLIFA%3d%3d ;?/4 rlonaa nunaing Loae uniine FL16812 R3 AE Drawing 186?.p f ; Created by Independent Third Party: Yes ...._...._._... _.__—_._ _.._... _............... 16812.6 250 Series Single Hung Window 96" x 72"vinyl non-impact double window with fully reinforced .............................._... _ Stiles&rails ' .................._....._..............._....................._._._..__....................._......._........_............._....._..._._._._................_, ...:....__..:....:. Limits of Use Certification Agency Certificate Approved for use in HVHZ: flu FL16812 R3 C CAC CCL 411-H-1462.18 .1.9.pd Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/09/2021 Design Pressure: +35/-35 Installation Instructions Other:Configurations of glass shall conform to the current FLJM2 R3 II rawingj357.pdf .? ^ ASTM E1300 standard. Verified By: Warren W. Schaefer P.E.44135 Created by Independent Third Party: Yes Evaluation Reports FL16812 R3 AE Drawing 1867.pdf •' 1 Created by Independent Third Party: Yes .. . ....................................... ...................................... ................................ 16812.; 250 Series Single Hung Window 72"x 65 1/2"vinyl non-impact double window with fully. reinforced stiles&rails&HP package Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16812 R3 C CAC CCL 411-H-1462.20 21 pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/09/2021 Design Pressure: +50/-50 Installation Instructions Other: Configurations of glass shall conform to the current FL16812 R3 II Drawing 1867.pdf. ASTM E1300 standard. Verified By: Warren W.Schaefer P.E.44135 Created by Independent Third Party: Yes Evaluation Reports FL16812 R3 AE Drawing 1867.pdf !. Created by Independent Third Party: Yes ........_......._....._...._....... -----......_.......... ---...-... --_-_---_ _.. . _— _—......_......----.....................................................--.............. 16812.8 250 Series Single Hung Window108"x 63"vinyl non-impact triple window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16812 R3 C CAC CCL 411-H-1462.00 .01.pd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/14/2021 Design Pressure: +35/-35 Installation Instructions Other:Configurations of glass shall conform to the current FL16812 R3 II Drawing 1867•pdf ASTM E1300 standard. Verified By: Warren W. Schaefer P.E.44135 Created by Independent Third Party: Yes Evaluation Reports FL16812 R3 AE Drawing 1867.pd� __— Created by Independent Third Party: Yes ....... _.-..... .------._..... ............. ... _...-.... 16812.9 250 Series Single Hung Window 48"x 84"vinyl non-impact single window with transom`vVith fully reinforced stiles&rails Limits of Use Certification Agency Certificate ; Approved for use in HVHZ: No FL16812 R3 C CAC CCL 411-H-1462.04 .05_hdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/09/2021 "• ; '• Design Pressure: +35/-35 Installation Instructions Other: Configurations of glass shall conform to the current FL16812 R3 II Drawing 1867.pdf ASTM E1300 standard. Verified By: Warren W. Schaefer P.E.44135 Created by Independent Third Party: Yes Evaluation Reports FL16812 R3 AE Drawing 1867.pdf .' _ ............................................... Created by Independent Third Party: Yes 16812 10 250 Series Single Hung Window l 42"x 83.5"vinyl non-impact single window with fully reinforced•I, ... Stiles&rails&HP package ..... ... • ........_..._- ._... Limits of Use Certification Agency Certificate w Approved for use in HVHZ: No FL16812 R3 C CAC: c,C_=PEL-H-1462.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date ' Impact Resistant: No 11/04/2025 Design Pressure: +50/-50 Installation Instructions Other:Configurations of glass shall conform to the current FL16812 R3 II Drawing 18 7 pdf ASTM E1300 standard. Verified By: Warren W. Schaefer 44135 Created by Independent Third Party: Yes Evaluation Reports FL16812 R3 AE Drawing 1867,pdf Created by Independent Third Party: Yes fitxtk P.axi. 1 : 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 Statefn6k https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPsYPC%2bYipl8uG4vyPUGJt7zHksfvB2eLIFA%3d%3d ':V4 •� 1 luliuci—1-1 ly Vuuu VI IIII IC 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-el6,Ctrnnit 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�SS.L7;(ll.i• Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The ernaJs.. 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 addresp,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 cliN1 hji,.,J• Product Approval Accepts: - ® et:.l V Y Credit Care! Safe . a 1 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPsYPC%2bYipl8uG4vyPUGJt7zHksfvB2eLIFA%3d%3d ?414 GENERAL NOTES: DRAWN fn: LNELKED BY: 1. ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS. SPECIFIED ANCHOR EMBED TO FOR MAX. FRAME WIDTH, SEE _FOR MAX. FRAME WIDTH, SEEw.R.u. .,.N.s. BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. NOTE BELOW P`O i.T moi/os/�• 2. OPENINGS,BUCKING h BUCKING FASTENERS MUST BE PROPERLY DESIGNED k INSTALLED TO TRANSFER At NOTE BELOW WIND LOADS TO THE STRUCTURE 4 3. THESE NON-IMPACT RATED PRODUCT INSTALLATIONS ARE IN ACCORDANCE WITH AND MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). - R. ALL ANCHOIRS SECURING PRODUCT FRAMES TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL8 BE CAPABLE OF RESISTING CORROSION CAUSED BY♦THE PRESSURE TREATING CHEMICALS IN THE WOOD. 4" MAX. 5. MATERIALS.INCLUDING BUT NOT LIMBED TO STEEL SCREWS,THAT COME INTO CONTACT WITHOTHER j / • j DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE CHAPTER 20. 6. TO THE BEST OF OUR KNOWLEDGE,THE PRODUCT SHOWN HEREIN IS CERTIFIED k QUALITY ASSURED FIN FASTENER WITHIN 2" BY A FLORIDA STATE APPROVED CERTBICATION/OA ENTITY @ SHALL BE LABELED IN ACCORDANCE WITH THE OF CORNERS & 4 1/2" FRAME SCREWS WHERE SHOWN— FBC AND THE FLORIDA DEPARTMENT OF BUSINESS @ PROFESSIONAL REGULATION SPECIFICATIONS. MAX. O.C. WHEN JOB AT SIDES. SEE "FRAME ANCHOR ~ PRODUCT ASSEMBLY 6 NOT PART OF THIS DRAWING AND SPINA BE IN ACCORDANCE WITH THE MANUFACTURER'S QUALITY ASSURANCE SPECIFICATIONS k TESTING REPORTS. REQUIRED DESIGN REQUIREMENTS TABLE" ON THIS o 7. CERTIFICATION OF THESE PRODUCT INSTALLATIONS SHALL BE CONSIDERED VOID IF ANY OFTHE PRESSURE IS OVER +/-35 3 SHEET FOR REQUIREMENTS. FOLLOWING APPLY: 1)PRODUCT IS INSTALLED WITHOUT A BUILDING PERMD FROM THE APPLICABLE LOCAL C1 O C2 BUILDING DEPARTMENT. 2)PRODUCT IS INSTALLED BY ANYONE OTHER THAN A LICENSED CONTRACTOR PSF; 9" MAX. O.C. WHEN (NOTE THAT WHEN JOB EXPERIENCED WITH INSTALLATIONS OF THIS TYPE OF PRODUCT. 3)IF CHANGES HAVE OCCURRED TO THE 5 JOB REQUIRED DESIGN m 5 REQUIRED DESIGN PRESSURE IS IQ h PRODUCT'S CERTIFICATION ENTITYS CERTIFICATE THAT CAUSE THESE INSTALLATIONS TO BE INCORRECT OR PRESSURE IS +/-35 PSF Hw- OVER +/-35 A FRAME FILLER NcoNBIsrEN WITH WHAT HAS BEEN TESTED. OR LESS. SEE "FRAME o MUST BE USED AT EACH FRAME B. THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR IN THE PRODUCTS CERTIFICATION z SCREW, SEE SHEET 5 FOR SHALL CONTROL FOR THE INSTALLED PRODUCT. ANCHOR REQUIREMENTS IL 9.THESE DRAWINGS CERTIFY THE PRODUCT INSTALLATION ONLY. WATER PROOFING OF THE INSTALLED TABLE" ON THIS SHEETw PART DETAIL) PRODUCT IS NOT PART OF THIS INSTALLATION CERTIFICATION. THAT RESPONSIBIUTY SHALL BE THAT OF THE FOR REQUIREMENTS. j 2" / 6 MANUFACTURER k/OR INSTALLER. ' -- c� / — _ o o, D Of O CL INSTALLAO I tai Z �Z aN FRO.AAPPULABLE TEST REPORTTION IS S THE FLORIDA BUILDION APPUCABLE NGR STANDARDS CODE VERSION CONSIDEREDOR RWITH THE RESULTS Q U g ID EVALUATION WAS THAT IN FORCE AT THE TIME OF THE EVALUATION. IN THE EVENT OF CODE VERSION CLUSTER FIN FASTENERS AT CHANGES/UPDATES OR IN INET EVENT THAT NEW OR ADORIONAL TESTING IS COMPLETED ON THE MEETING RAIL ENDS SUCH THAT a S O REFERENCED PRODUCT,PRIOR TO STATING CODE COMPLIANCE WITH THE STATE.THE MANUFACTURER SHALL THERE ARE A TOTAL OF 5 CONFIRM WITH THE INSTALLATION EVALUATION ENGINEER OF RECORD THAT THE INSTALLATIONS SPECIFIED O HERE-IN ARE CURRENT WITH THE THEN CURRENT TESTING,CODE AND APPLICABLE STANDARDS. POSITIONED AS SHOWN. SEE "FRAME ANCHOR REQUIREMENTS z EPA FRAME ANCHOR REQUIREMENTS TABLE TABLE" ON THIS SHEET FOR z OPENING TYPE FRAME/CLIP/NAIL FIN TO MINIMUM MINIMUM REQUIREMENTS. U - (SUBSTRATE) OPENING FASTENER TYPE EMBED EDGE DISI. 61 Z Z (1) FRAME SCREWS w MIN. 20 WOOD FRAME OR BUCKNO. 10 SMS OR WOOD SCREW 1 7/4" 3/4" — 4" MAX (MIN. GR. 3 k G=0.55) _z cD o zm MIN. 18 GA, 33 KSI METAL STUD NO. 10 GR. 5 SELF TAP DRILL SCREW FULL 1/2" MIN. 1/8"THK A36 STEEL NO. 10 GR. 5 SELF TAP DRILL SCREW FULL 1/2" EXTERIOR ELEVATION: EXTERIOR ELEVATION, _ z8 F-2. MIN. 1/8"THK 6063-T5 ALUM. NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" SINGLE WINDOW SINGLE WINDOW Za> _e MIN. C-90 CMU OR 2500 PSI CONCRETE (2) 1/4"CONCRETE SCREW t 1/4" 2" Tn w SCALE: 3/4" = 1'-O" SCALE: 3/4" = 1'-O" w a : (1) INSTALLATION CLIP SCREWSL MIN. 20 WOOD FRAME OR BUCK (NAIL FIN MOUNT CONDITION) (FRAME SCREW MOUNT CONDITION) In Z NO. 10 SMS SCREW 1 1/4" 1/2" (MIN. GR. 3 de G=0.55) O 1 in W MIN. 18 GA. 33 KSI METAL STUD NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" NOTE: FOR MAX. SINGLE SIDE JAMB N Nz r $ MIN. 1/8"THK A36 STEEL NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" WINDOW FRAME DIMENSIONS ANCHOR ``�{{{{III/�� 3$ a MIN. 12 00 PSI C8-THK O C ETELUM. NO. (2) 1/4"CONCRETE SCREW SCREW 1FUL4" 122" AND ALLOWABLE E APPLICABLE SPACING TABLE \`��Q•• H33H��y / MAXIMUM MAXIMUM (3)NAILING FIN FASTENERS FRAME O.C. ��tA: b;.� W FLORIDA APPROVAL WIDTH SPACING m MIN. 2X4 WOOD FRAME OR BUCK 2!W NO. 8 SMS SCREW 1 3/8- 1/2- U:40 - �'o 1 (MIN. GR. 3 k G=0.55) / / (IN.) (IN.) :Z * - 0* ra N MIN. 2X4 WOOD FRAME OR BUCK 54 12 ► •W N 4� i` • (MIN. GR. 3 k G=0.55) 71 G0. ROOFING NAIL 1 3/8" 1/2' 48 13 3 6 �z MIN. 1/8"THK A36 STEEL NO. B GR. 5 SELF TAP/DRILL SCREW FULL 1/2" TE AHOR/S36 17 ��2j�••••Z 'O� Q. aw MIN. 1/8-THK 6063-T5 ALUM. NO. 8 GR. 5 SELF TAP/DRILL SCREW PULL 1/2" ALLEAL7 RNATE ANCHORS ININATHEIR SPECIIFEDO (1)FRAME AND INSTALLATION CLIP SCREWS SHALL BE A PAN OR HEX HEAD SCREW. SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE (2)CONCRETE SCREWS SHALL BE ElCO ULTRACONS (C.S.), ELCO CRETE-FLEX (S.S.), ffW WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND F7HESEVIROAWINGSINGS ARE APPUGBLE ONLRAMSET/RED HEAD iAPCONS (C.S. OR S.S.) OR HIUTI KWLK-CON II (C.S OR S.S.). TO BE EQUNALEM TO OR STRONGER THAN THE CY w,Y NOT BE USED FDR THE(3)WHEN SCREWS ARE USED WITH THE NAIL FIN, THEY MUST BE A PAN HEAD OR WAFFLE HEAD ANCHORS) USED IN TESTING WITH THIS PRODUCT. A"TION OF ANY OTHERODUCSREW OR HAVE A FLAT WASHER AT THE SCREW HEAD. D FOR RATIONAL AND/OR LOCAL APPROVAL SHEET N0. DUCT N07 PRODUCED BY THE MANUFACTURER �• 0fGHES RAWING J oRnwH er cHCclEL ar R.R.Y •v.S. 48" MAX. FRAME WIDTH 0P vosn. At 4 FOR MAX. OVERALL FRAME WIDTH, SEE SIDE-BY-SIDE WINDOW SIZE/PRESSURE TABLE ON THIS SHEET 2" 2" AI / CLUSTER FIN FASTENER q SCREWS AT MULLION ENDS SUCH THAT THERE ARE A j2` TOTAL OF 3 POSITIONED AS SHOWN. SEE "FRAME jj — — — ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR w I CLUSTER FIN FASTENER SCREWS AT MULLION j SCREW REQUIREMENTS. ENDS SUCH THAT THERE ARE A TOTAL OF 3 D (NOTE THAT ROOFING NAILS w POSITIONED AS SHOWN. SEE "FRAME ANCHOR = ARE NOT APPLICABLE AT vwi REQUIREMENTS TABLE" ON SHEET 1 FOR w MULLION END CLUSTERS) �� C1 SCREW REQUIREMENTS. (NOTE THAT ROOFING < o N i 5 NAILS ARE NOT APPLICABLE AT MULLION END CLUSTER FIN FASTENERS 3 j I CLUSTERS)j 2" a C1 AT MEETING RAIL ENDS CH w o _ ^ 5 'U. UTHAT THERE AREA r' o ooTOTAL OF 5 POSITIONED AS o o 0 3 0 o 2" SHOWN. SEE "FRAME Z d x w J — — — ANCHOR REQUIREMENTS 3 Co U Qom FIN FASTENER WITHIN 2"OF CORNERS & CLUSTER FIN FASTENERS AT TABLE" ON SHEET 1 FOR 4 1/2" MAX. O.C. WHEN JOB REQUIRED DESIGN MEETING RAIL ENDS SUCH THAT j REQUIREMENTS. c SJ w w< m PRESSURE IS OVER +/-35 PST; 9" MAX. O.C. THERE ARE A TOTAL OF 5 a a a o m POSITIONED AS SHOWN. SEE WHEN JOB REQUIRED DESIGN PRESSURE IS +/-35 FIN z PSF OR LESS. SEE "FRAME ANCHOR REQUIREMENTS "FRAME ANCHOR REQUIREMENTS 1 FASTENER WITHIN 2" TABLE" ON SHEET 1 FOR REQUIREMENTS. TABLE ON SHEET 1 FOR OF CORNERS & U ' REQUIREMENTS. B1 9" MAX. O.C. SEE "FRAME 4 j ANCHOR REQUIREMENTS Z y TABLE" ON SHEET 1 FOR = 81 REQUIREMENTS. CD w z J5 4 Z E,o En Zm EXTERIOR ELEVATION: SIDE-BY-SIDE WINDOW 'z z��F^. SCALE: 3/4" = 1'-0" EXTERIOR ELEVATION• ZQ =z' (NAIL FIN MOUNT CONDITION SINGLE WINDOW WITH TRANSOM tO wa SCALE: 3/4' = V-D" wZ � (NAIL FIN MOUNT CONDITION ALLOWABLE SIDE-BY-SIDE 0 4i-! -mow WINDOW SIZE/PRESSURE _N <Nz g N3oo a TABLE ALLOWABLE DESIGN PRESSURE MAXIMUM MAXIMUM ALLOWABLE $ Y OVERALL FRAME PRESSURE (TRANSOM UNITS ONLY) 1t13 FRAME HEIGHT (+/- PSF) +/-35 PSF m WIDTH DIMENSION `��Q<L�•............ DIMENSION (IN.) 4 Lo •.may' a �+ �= (IN.) �;q M o TRIPLE WINDOW _3 * a 109 1 63 35c •2 w DOUBLE WINDOW z 96 72 35 '///�by1 ..... 3 DRAWING NG. REV. 1867 A SHEET NO.G a 2 OF 5. N I CHECKED Br: w.R.u. GLOI: MIEw.w OI/M/t. FOR MAX. OVERALL FRAME WIDTH, SEE SIDE-BY-SIDE WINDOW SIZE/PRESSURE TABLE ON THIS SHEET I----48" MAX. FRAME WIDTH--� INDIVIDUAL WINDOW WIDTH INDIVIDUAL WINDOW WIDTH INDIVIDUAL WINDOW WIDTH TT�3" 3.. 4" MAX. 4" MAX. r 13 1/4" 13 1/4" 73 1/4" 4" MAX. MAX. O.C. MAX. O.C. MAX. O.C. A2 4 —L 3" o — 4" MAX. 3" — -- - -- - -- —' FRAME SCREWS WHERE SHOWN AT HEAD & 3" I / SIDES. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS. (NOTE i THAT WHEN JOB REQUIRED DESIGN PRESSURE w No FRAME SCREWS WHERE SHOWN ED u) C2 IS OVER +/-35 A FRAME FILLER MUST BE AT SIDES. SEE "FRAME ANCHOR USED AT EACH FRAME SCREW, SEE SHEET 5 REQUIREMENTS TABLE" ON SPIFFY � EDN FOR PART DETAIL) C2 1 FOR REQUIREMENTS. < Z 6" 5 o a 3 �wNo �3o I j 6" 6" d Z 4 N �NJa t m o m INSTALLATION CLIPS WHERE SHOWN AT SILT... I SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON z SHEET 1 FOR REQUIREMENTS. z w I � B2 � j Lai 4 .. _ 4• MAX. / w 12 4" MAX. I' 1 O.C. I q^I y"I q^I q^I MAX.10C. 14.1 q"I q^I q�MAX.10C. 4" MAX. 4" MAX. / E s zap MAX. o EXTERIOR ELEVATION: EXTERIOR ELEVATION: z Z< SIDE—BY—SIDE WINDOW SINGLE WINDOW WITH TRANSOM > ' - SCALE: 3/4" = 1'-0" SIDE JAMB SCALE: 3/4" = 1'-0" w Ed ��- (FRAME SCREW AND CLIP MOUNT CONDITION) ANCHOR (FRAME SCREW MOUNT CONDITION) Fr W 4cs s� u) Wz;a,. ALLOWABLE SIDE—BY—SIDE SPACING TABLE a�sem.. WINDOW SIZE PRESSURE MAXIMUM MAXIMUM ALLOWABLE DESIGN PRESSURE -L �Uz g INDIVIDUAL O.C. (TRANSOM UNITS ONLY) p^3 TABLE WINDOW SPACING - N 3 p MAXIMUM MAXIMUM ALLOWABLE WIDTH (IN-) +/-35 PSF OVERALL FRAME PRESSURE FRAME HEIGHT (+/- PSF) 48 13 WIDTH DIMENSION 36 17 U�:'4••M al mcL DIMENSION (IN.) p; E o (IN.) _ :w 't * F m TRIPLE WINDOW y' o u) 35 �_ 109 63 35 6• •,• 6j 9s DOUBLE WINDOW 35 61�y F �: u 3 72 65 2 50 DRAWINv NJ R V. 1867 A • 511LET N0. 3 o 5 FIN FASTENER PERFRAME SCREW PERwH E°ML°e.. ELEVATION ELEVATION aoEW. SUBSTRATE BY SUBSTRATE BY SEALANT BY OTHERSN OTHERS PER *8Yo OTHERS PER SEALANT BY OTHERS SUBSTRATE BY BEHIND NAIL FIN "FRAME ANCHOR FRAME ANCHOR BEHIND FRAME FLANGE OTHERS PER REQUIREMENTS ANCHOR ENTS TABLE. TABLE ENTS FRAME R REOUIREM REQUIREMENTS TABLE" 4� 1/4" MAX. 1/4" MAX. SHIM 1/4" MAX. SHIM SPACE " AT EACH ANCHOR AT EACH ANCHOR SEALANT BY 0 p ❑ SEALAOTHERS OTHESEALANT BYOTHERS SEAL SPACE WITH EAL SPACE WITH = 2EXTERIORaw a''SEAL SPACE WITHLOW EXPANSIONOW EXPANSION LOW EXPANSIONFOAM AROUND OAM AROUND a< fOAM AROUND PERIMETER OF FRAMERIMETER OF FRAME FILLER PERIMETER OF m WINDOW FRAME INDOW FRAME WINDOW FRAME w SECTION Al SECTION Az , ALTERNATE SECTION A2 SCALE: 3/4 FULL a w SCALE: 3/4 FULL 4 SCALE: 1/2 FULL a j Q p 0 0 = FRAME SCREW MOUNT CONDITION z (NAIL FIN MOUNT) w ( ) (FRAME SCREW MOUNT CONDITION WITH FLANGE) EXTERIOR � 1 U S g w a w�ao EXTERIOR � � � SEAL SPACE WITH SEAL SPACE = z LOW EXPANSION LOW EXPANSION w z FOAM AROUNDFOAM AROUND = c� PERIMETER OF SHIM AS RE AL TO PERIMETER OF "' z WINDOW FRAME SUPPORT & ALIGN < '> WINDOW WINDOW FRAME < _ w w $ 3 INSTALLATION z om SEALANT O BY U ❑ SEALANT BY O 0 ❑ CUP N Fm OTHERS OTHERS w< m 1/4" MAX. _z z��-n SPACE 1/4" MAX. z¢ _�� SHIM AS REQ'D TO MAX. 3/16" SHIM SPACE w 4 a SUPPORT & ALIGN THICK X 3" WINDOW LONG SHIM Lo wz SEALANT BY OTHERS SUBSTRATE BY AT EACH CLIP o i BEHIND NAIL FIN OTHERS PER SUBSTRATE BY OTHERS INSTALLATION CLIP SCREW PER J N z v)z mm PER "FRAME ANCHOR "FRAME ANCHOR REQUIREMENTS3 o FIN FASTENER PER "FRAME ANCHOR REQUIREMENTS TABLE" _ o a ELEVATION TABLE" SECTION SECTION 62 TABLE" (2 PER CLIP). ``` �� ' U 3--se SECTION 61 SCALE: 3/4 FULL 4 �� :/�y`; SCALE: 3/4 FULL -Q,CLIP MOUNT CONDITION) �v�Py C° ...o 9% (NAIL FIN MOUNT) _`"°_ * ¢ a= �c su r a 6 • HAWING NV, kEv. 1857 A • SHEET N0. 4 or 5 1/4" MAX. 1/4" MAX. SHIM CHLCKED Br: FRAME WIDTH— AT EACH ANCHOR FRAME HEIGHT— •ws SPACE AT EACH ANCHOR FRAME HEIGHT SEAL SPACE WITH SEAL SPACE WITH SUBSTRATE BY SUBSTRATE BY LOW EXPANSIONSUBSTRATE BY LOW EXPANSION OTHERS PER SEAL SPACE WITH ,OTHERS PER FOAM AROUND "FRAME ANCHOR; LOW EXPANSION "FRAME ANCHOR; PERIMETER OF OTHERS PER FOAM AROUND 6 REQUIREMENTS • 0 FOAM AROUND REQUIREMENTS 0 WINDOW FRAME REQUIREMENTSR c•. 0 WINDOWEFRAME TABLE" D PERIMETER OF TABLE" WINDOW FRAME4 TABLE" _ ' 4FIN PER FASTENER----_ oO o FRAME FILLER PER ELEVATION `^ (LTJ 0 FRAME FILLER p FRAME SCREW FRAME SCREW �Orl PER ELEVATION PER ELEVATION SEALANT BY LLJJ o ❑ OTHERS �❑ SEALANT BYJ BEHIND NAIL D OTHERS BEHIND _ FIN ❑ FRAME FLANGE SEALANT BY SEALANT BY SEALANT BY OTHERS EXTERIOR 2 t OTHERS EXTERIOR OTHERS EXTERIOR _ z SECTION Cl SECTION C2 ' 3 o 0 SCALE: 3/4 FULL 5 SCALE: 3/4 FULL s ALTERNATE SECTION c2 (NAIL FIN MOUNT) (FRAME SCREW MOUNT CONDITION) SCALE: 1/2 FULL s 3 o Q / F meg , (FRAME SCREW MOUNT CONDITION WITH FLANGE) < Sows � d 0.375 I CONTINUOUS WOOD MEMBER LESS 0.604 —I 1.020 z e IN THICKNESS THAN A 2X_ BUCK 0.500 w TO BE MIN. 3 1/2" DEEP (NOT SUBSTRATE BY OTHERS Z REQUIRED WHEN SHIM SPACE IS PER "FRAME ANCHOR f 0.225 T WITHIN ALLOWABLE DIMENSIONS REQUIREMENTS TABLE" 2 465 LENGTH = 3.000" SHOWN IN SECTIONS) 0.604—{ 3.000 ®FRAME FILLER J ' .860 ( (RIGID PVC) z co o 0.860 f� NOTE THAT WHEN n 0.500 JOB REQUIRED } w< SEALANT BY p 0.059 0.059 DESIGN PRESSURE _z zo�^ry OTHERS Oj ERAM F aN,r O AM AN IS OVER +/-35 A > z<l A (RIGID PVC) (RIGID PVC) FRAME FILLER MUST w 'a r,6 1.325 BE USED AT EACH E 6. EXTERIOR r 0.060 FRAME SCREW) N Wz.6„ FRAME SCREW PER 0.293 D a 4 ELEVATION & "FRAME N Ln I d a FRAME FILLER ANCHOR REQUIREMENTS 3O INSTALLATION IP %%1111111/ a zo TABLE" (RIGID PVC) .N P *�3 / 36 �. FF•.......... OPTIONAL DIRECT MOUNT DETAIL Q�: t, '•`�y TO SUBSTRATE WITH SPACER chi:0:4u °' o (HEAD SECTION SHOWN; SIDES ARE INSTALLED THE SAME) c em -zr * Lu of (DIRECT MOUNT CONDITION IS NOT APPLICABLE AT SILL) �� O w Fyy uz (FOR DETAIL-NOT SHOWN, SEE OTHER SECTIONS) i'G�, z G o •` w 3w • DRAWING N0. REV. 1867 A SHEET N0. 5 of 5