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2341 FIDDLERS LN - WINDOWS 1 ".,� ` „ CITY OF ATLANTIC BEACH « I 800 SEMINOLE ROAD J VATLANTIC BEACH,FL 32233 "' ,3>> ' INSPECTION PHONE.LINE 247-5814 RESIDENTIAL -ALTERATION RESIDENTIAL MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES17-0211 Description: REPLACE 16 WINDOWS Estimated Value: . 52103 Issue Date: 10/31/2017 Expiration Date: 4/29/2018 PROPERTY ADDRESS: Address: 2341 FIDDLERS LN RE Number: 169463 0114 PROPERTY OWNER: Name: BRYAN K DREDLA Address: 2341 FIDDLERS LN ATLANTIC BEACH, FL 32233-4681 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: PELLA WINDOW AND DOOR Address: 7818 PHILIPS HWY QA JAMES SAMUEL ROWLAND JACKSONVILLE, FL 32256 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU 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. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. fL�t � City of Atlantic Beach APPLICATION NUMBER j.* -. `t„ Building Department (To be assigned by the Building Department) n S 800 Seminole Road C t I Atlantic Beach, Florida 32233-5445 R E�17 - a Z 1 ` - Phone(904)247-5826 • Fax(904)247-5845 `= E-mail: building-dept@coab.us Date routed: 1 0 f (c:2 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Z34 Ll) Department review required Yes o Applicant: rTheLLA l N D W �'larming &Zoning 1Tree Administrator Project: 6 t Q uo Public Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature ` 1 Other Agency Review or Permit Required Review or Receipt Date • of Permit Verified By Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATIONLI/ STATUS Reviewing Department First Review: 11:4 proved. Denied. ❑Not applicable (Circle one.) Comments: •B.U.lL.DlNG—� PLANNING &ZONING Reviewed by: Date: /a'o���'/ TREE ADMIN. Second Review: Approved as revised. ❑Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ❑Denied. Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 BUILDING PERMIT APPLICATION \)\ (.all OFFICE COPY CITY OF ATLANTIC BEACH 7P °° 800 Seminole Road, Atlantic Beach,FL 32233 Office (904) 247-5826 Fax(904) 247-5845 Job Address: D2:301/4k1 FAk S Permit Number: 7-- O Z Legal Description 1/41d- G ee-s,Awo•\\C Ov. L so Parcel#1 c0 q U, '0 In Floor Area of Sq.Ft. Sq.F't Valuation of Work$(S—P. 1%3 - Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposedstructures)) (circle one): Commercial Residential If an existing structure,is a fire sprinkler system installed? (Circle one): Y o N/A Florida Product Approval# For multiple products use product approval form Describe in detail the type of work to be performed: \ I eo t`'` "`'` G`-‘4A \ 'br for Property Owner Information: Name:3 t'von Address: a31/411 r, \+-f L0"1"-51- City .%J-.City 4-\\(..v C Cile5*C,ul Statef_4-Zip 3,:).a. .) Phone 663--C.6.1 71 I E-Mail or Fax#(Optional) Contractor Information: • Pella Windows&Doors - �" \`"a Company Name: Quali m Ag ent: Address: 350 W State Rood 434 City State Zip Office Phone Longwood,FL 32750b Site/Contact Number is?--t..37-474 V Fax# State Certification/Registration#C.%e_1/4N G Z 1). Architect Name&Phone# Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address 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 the standards of all laws regulating construction in this jurisdiction. This permit becomes null worvoid mmenced.not l commenced that separate permits or if be s cured for Electrical-W suspended Pltu rbing,Sg°rs,ape Wells,Pofools, u)rmonthsFurnaces, at;any time tafter Tanks awl Air Conditioners,etc WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other federal,state, or local law regulating construction or the performance of construction. Signature of Owner=� Signature of Contractor nn Print Nam, c c c\Dce \o, Print Name Sworn'to and subscnped before me Sworn to and subscribed before me tl als-Day of , 20 C? PM"'Day of OCA- , 20 17 ary-Public l otary 'u. is Revised 01.26.10 • Doc # 2017234306, OR BK 18149 Page 2454 , Number Pages: 1, Recorded 10/12/2017 11 :17 AM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10. 00 Permit Nurhberg&S/9 0.9// OFFICE COPY Parcel ID NLmber t y tai • b I I`E NOTICE OF COMMENCEMENT State of Florida County of 1>il1/4.x q\ The undersigned he'eby gives notiee that the improvement(s)will be made to certain real property,and in accordance with Chapter 74,Florida Statutes,the following information is provided in this Notice of Commencement. 1. De}cription of property(legal description of the property,and street address if available) Address a'sV) F.c. .\.e cS 1-(v. Lessal Description I-0.) 3 7.O 5• y' (= O \Cr V n�- 1 L V*r�- 1 2. Gerteral descriptio of improvement(s) VJ N Sill W.i p d(tx R. Owner Information \\ Name t Q Q cS Lq Ph ne&Fax Number 6 S'Co Lai -• 7 LLI Adtlresx -kt r$ Lcu. )(VIA. •V.- .P-e.4� (-c 3x133 Inttrest in Property 64.- v- 4. Fe Simple Title F1 older(if other than owner shown above) Name Phone&Fax Number Address • S. coptractor Pella Windows&Doors • Name Phone&Fax Number Address 650 W State-quad-21371-- • tate1t 6. Surlety(if any) Longwood,FL 32750 . Narne to Phone&Fax.Number AddressN/A 7. Lerder(If any) NalneNmA Phone&Fax Number_.,._.._, AdoresxN/A 8. Pesons with the State of Florida designated by Owner upor who notices or other documents 'nay be served as provided by 713.13(1)(a)7,t( rida Statutes. Na)re Phone&Pax Number Act rest 9. In addition tc himself or herself,Owner designates the following to receive a copy of the Liener's Notice as provided in 713.13(1)(E),Florida Statutes. Name 3 1� Phone&Fax Number Address• / 10.Exeiration date of Notice of Commencement(the expiration date is one year from the date of recording unless a different date is specified: WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES,I AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT YOUR LENDER OR AN ATTORNEY BEFORE.COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMI'NENr. 11. / . _ _ - \ c___ Sigrika of Owners or Owners Authorized Officer/Director/Partner/Manager Print Name' `T{— `Ur- Sworn to(oi•affirmed)and subscribed before me thi�) day of )-"u 20 ('1 by \J'c't°u.. r as 1/4....)-h10.4-- (type of authority,e.g.officer,trustee,attorney in fact)for d�T� ' (name of party en behalf of whom instrument was executed. personally known to me or produced V as identification. r ,:• Ei, Cl;liSTiF:EO'MALLEY ABY COA'',U!SSION<!FF 087307 Signatory of Nbtary (Seal) EXPIRES:January 20 2018 + , '1.!P Bonded Thai Wary Pubic UndervrrEers Name(print) --• .. ...._... I` -AND-- - Verifrcationipursuant to Section 92.525,Florida Statutes. Linder penalties of perjury,I declare that I hayead th oregoing and that the facts stated are true to the best of my knowledge and belief. ' I • Nat-mal Peron g'gnmg(in fine all)Above REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH OFFICE COPY SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY: DATE: U " '"/ PRODUC,1' PP OVAL 1ONSHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA Project Name:--\-)j cNk c v1 (�2 `-'°� Permit #eES/ 7 0 211 Project Address: a-3 X11 1-7- Lckv,sx.. �o v c Q2�G� ¶ L a )- As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-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:wwww.floridabuildin or• Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A.EXTERIOR DOORS J _ 1. Swinging R.\\q NPs-`(`cN\ c .- /9 k91 Q-al 2. Sliding 3. Sectional 4.Roll up 5.Automatic . 6. Other B.WINDOWS 1. Single hung \\c 3v /CQ k a. 2.Horizontal slider Pk\\ /6. rs q 3. Casement 4.Double hung 5.Fixed cl-hc`k fi)it- 6. t-6.Awning 7.Pass-through 8. Projected 9.Mullion P,Q,\`ov OW(.1 /7 Y6A1.1 10.Wind breaker 11.Dual action 2. Other Category/Subcategory Manufacturer Product Description Limitation of Use ® State# Local# H.NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. hi 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 Name) (Print Name) 1"�PVS 12.,-42‘A- (Signature) Company Name: P-81(a wS bs-bo r Mailing Address: SS2 S i Y3 y w City: hit,'W c L State: >i ( Zip Code: 7K73( Telephone Number: ( ) Fax Number: ( ) Cell Phone Number: ( ) E-mail Address: ... 0 •r A. IN E Ei SIBREEN 41 if, -N _ cjI 7O 7c : .,., . 10 C irilm611 11.1 1lo „. ..:3 1 -ra 11, I (9 0 — II 1 1-7aJEMBI F 14 Foo 4 : ?7 - an$Pi !el-'Frii U L. • •,.._,_, 1 Li 0 ,— , -•• -,-,4 4 RAS , 30 3°-, _., .., -ir q , 0 Flo ,..„ .:, 95 '7 II ' - • i itILOWEJ 0 ell iqP21 AI'D 6 CI 14 6.) a 1 .0. kil. FGR .4'nja. ItEEMENd f' Pi ku .=LLI.•2i 2 4 ,-) 0 0,... . . Customer:Bryon Dredla Project Name: Dredla,Brynn,2341 Fiddlers Ln,Atantic Beach,FL,US Order Number: 7187RG1140 Quote Number:9362113 Line# .;.,r.Locdtlon, ... 'Attributes 15 None Assigned ADDPRRMCOR020009-NE FL Permitting CBC 046712 Qty 1 • • Attributes • Llgep .;"Collation ...r• . .... 20 master tub not temp Pella 250 Series,Direct Set Fixed Frame Half Circle,64 X 31.75,White Qty .Frame R31V5-32 1 (Th 1:8431.76 Fixed Frame Direct Set Halt Circle n 1 `J ��31� Frame Size: e X r 314 rd. Jq General information:StandaVinyl,Nall Fin,3114",1 1/8",2 118" 17 64 —+ PK# Exterior Color/Finish:White 1993 Interior Color/Finish:White Glass: Insulated Dual Low-E SunDefensem Low-E Insulating Glass Argon Non High Altitude Viewed From Exterior Performance information:LI-Factor 0.26,SHGC 0.23,VLT 0.55,CPD PEL-N-209-00009.00007,Performance Class CW,PG 30,Calculated Positive DP Rating 30,Calculated Negative DP Rating 30,FPAS Fj168i4.Year Rated 08111 Grille: No Grille, (000— Wrapping Information:Factory Applied,Pella Recommended Clearance,Perimeter Length=165". Rough Opening;64-112'X 32-114' INSTARMCOR900040-Stucco Cut-out Qty 1 INSTARMCOR900041-Stucco Repair,Lineal Ft. Qty 17 INSTARMCOR020001-1 Wide Non-Wood Window Drywall Return Qty 1 For more Information regarding the finishing,maintenance,service and warranty of all Peilathl products,visit the Pella®website at www.pella.com Printed on 10/3/2017 Contract-Detailed Page 2 of 23 • Customer:Brynn Dredla Project Name: Dredia,Brynn,2341 Fiddlers Ln,Allanlic Beach,FL,US Order Number: 7187RG1140 Quote Number:9362113 30 way above entry door Pella 250 Series,Direct Set Fixed Frame Rectangle,Pella 250 Series,Direct Set Fixed Qty Frame Rale,,-33,$75 Frame Half Circle,61.75 X 66.25,White 2 1:Non-Standard SizeNon-Standard Size Fixed Frame Direct Set /,t l ,30s3 Frame Size:61 3/4 X 351/8 )1,6 General Information:Standard,Vinyl,Nail Fin,3 1/4",1 1/8",2 1/8" I • PK Exterior Color I Finish:While . r: 1993 interior Color!Finish:White Glass: Insulated Dual Low-E SunDefensem Low-E Insulating Glass Argon Non High Altitude Viewed From Exterior Performance Information:U-Factor 0.26,SHGC 0.23,VLT 0.55,CPO PEL-N-209-00009-00007,Performance Class CW,PG 30,Calculated Positive DP Rating 30,Calculated Negative DP Rating 30,FPAS FL16811,Year Rated 08111 Grille: No Grille, Horizontal Mull 1:FactoryMull,1/2"Aluminum Mullion,Mull Design Pressure-20 !!++, (q it !t dr- 2:61.7530.626 Fixed Frame Direct Set Half Circle zj Frame Size:613/4X305/8 ww General Information:Standard,Vinyl,Nail Fin,3 1/4",1 1/8",2 1/8" I i`//04, I Exterior Color!Finish:White g/ Interior Color/Finish:White /"` Glass: Insulated Dual Low-E SunDefensem Low-E Insulating Glass Argon Non High Altitude Performance Information: U-Factor 0.26,SHGC 0.23,VLT 0.55,CPD PEL-N-209-00009-00007,Performance Class CW,PG 30,Calculated Positive DP Rating 30,Calculated Negative DP Rating 30,FPAS FL16811,Year Rated 08111 • Grille:No Grille, Wrapping Information:Factory Applied,Pella Recommended Clearance,Perimeter Length=168". • Rough Opening:62-114'X 66-3/4° INSTARMCOR900005-Mulled Circiehead Charge Qty 1 INSTARMCOR900040-Stucco Cut-out Qty 1 INSTARMCOR900041-Stucco Repair,Lineal Ft. Qty 22 INSTARMCOR900050-Scaffolding charge(per opening) Qty 1 INSTARMCOR020001-1 Wide Non-Wood Window Drywall Return Qty 1 • • For more Information regarding the finishing,maintenance,service and warranty of all Pella®products,visit the Pella®website at wwv.pelia.com Printed on 10/3/2017 Contract-Detailed Page 3 of 23 Customer:Brynn Dredla • Project Name: Dredla,Brynn,2341 Fiddlers Ln,Atlantic Beach,FL,LIS Order Number: 7187RG1140 Quote Number:9362113 r.utas 32 en),door Architect,3-Wide Entry Door Sidelight,64.5 X 97.75,Vanilla Cream,4 9116" Qty t 1:.�..may .. }c 1 LT I �� 'r } e 1:1296 Fixed Entry Door Sidelight Er f. 1'4 Frame Size:131/2 X 97 3/4 ,.di r l- PK fl Unit Type: Fixed Inswing,Standard Sill r1�. r ` .<-.n,,-; (. Dimension Options:No Cut Down d 1tl 1,5.m 10. 1993 General Information:5 718",1 5/16",4 9/16" Panel Style: Full Light Viewed From Exterior Glass:Tempered Low-E Air Filled Grilles: No Grille Panel Selection: Rustic,Stained,Dark Mahogany,Standard Branch Applied Paint Frame Selection:Clad,Pine,Oak Threshold,No Panel Reinforcement,Standard Enduraclad,Vanilla Cream,Wood,Dark Mahogany ` Hardware Options:Mill Finish Sill 'f_ I Unit Accessories: No Wrought Iron /lf1 Performance Information:U-Factor 0.21,SHGC 0.10,VLT 0.17,CPD PEL-M-174-01826-00001 Vertical Mull 1:FactoryMull,Standard Joining Mullion-Doors,Frame To Frame Width-0",Mull Design Pressure-20 2:3696 Entry Door Frame Size:37 1/2 X 97 314 Unit Type: Right inswing,Standard Sill,No Fire Rating,No Fire Rating Dimension Options:No Cut Down • General Information:5 7/8",1 5/16",4 9/16" Panel Style: 4 Panel Curve Panel Selection: Rustic,Stained,Dark Mahogany,Standard Branch Applied Paint Frame Selection:Clad,Pine,Oak Threshold,No Panel Reinforcement,Standard Enduraclad,Vanilla Cream,Wood,Dark Mahogany Hardware Options:Multi Point Bore(includes mechanis_m_),2 3/8",2 1/8",No Integrated Sensor,Eclipse,Eclipse,Satin Nickel,Aluminum Adjustable,Satin Nickel,Mill Finish Sill Unit Accessories: No Hinge Straps,No Bang Panel Performance Information: U-Factor 0.14,SHGC 0.01,VLT 0.00,CPD PEL-M-174-01736-00001,Calculated Positive DP Rating 50,Calculated Negative DP Rating 50,FPAS FL14896,Year Rated 08 Vertical Mull 2:FactoryMull,Standard Joining Mullion-Doors,Frame To Frame Width-0",Mull Design Pressure-20 3:1298 Fixed Entry Door Sidelight Frame Size: 13 112 X 97 314 Unit Type: Fixed Inswing,Standard Sill Dimension Options:No Cut Down General Information:5 7/8",1 5/16",4 9/16" Panel Style: Full Light Glass:Tempered Low-E Air Filled Grilles: No Grille Panel Selection: Rustic,Stained,Dark Mahogany,Standard Branch Applied Paint Frame Selection:Clad,Pine,Oak Threshold,No Panel Reinforcement,Standard Enduraclad,Vanilla Cream,Wood,Dark Mahogany Hardware Options:Mill Finish Sill . Unit Accessories: No Wrought iron Performance information: U-Factor 0.21,SHGC 0.10,VLT 0.17,CPD PEL-M-174-01826.00001 Vertical Mull 1:FactoryMull,Standard Joining Mullion-Doors,Frame To Frame Width-0",Mull Design Pressure-20 Wrapping Information:Nail Fin,Factory Applied,No Exterior Trim,No Interior Trim,4 9/16",5 7/8",Factory Applied,Pella Recommended Clearance, Perimeter Length=325". Rough Opening:65-1/4'X 98-1/4° Customer Notes; CUSTOMER MUST BE MADE AWARE OF STEP IN FRONT OF GLASS IN SIDELIGHT. PREFINMCOM020006-Entry Door Finishing/Panel,1 color both sides Qty 2 For more information regarding the finishing,maintenance,service and warranty of all Pollee products,visit the Pollee webslte at www.pella.com Printed on 10/3/2017 Contract-Detailed Page 4 of 23 Customer:Bryon Dredla Project Name: Dredla,Brynn,2341 Fiddlers Ln,Allantic Beach,FL,US Order Number: 7187RG1140 Quote Number:9362113 INSTARMCOR900151-Entry System-Double Sidelight Adder Qty 1 INSTARMCOR900041-Stucco Repair,Lineal Ft. Qty 22 INSTARMCOR010016-Entry System Wood Single w/o Sidelights Qty 1 Linea Location Att[Ibutes 35 study Pella 250 Series,2-Wide Single Hung,71 X 51.25,White Qty 1 19 ill 1:Non-Standard SizeNon-Standard Size Single Hung,Equal t �J .30,Si la17 Frame Size:351/4X511/4 O 1 .- _ -- PK# General Information:No Dry Wall Pass,Standard,Vinyl,Nail Fin,No Foam Insulated,31/4",1 1/8",21/8" i' Exterior Color!Finish:White 1993 interior Color!Finish:White Glass: Insulated Dual Low-E SunDefenseTM tow-E Insulating Glass Argon Non High Altitude Viewed From Exterior Hardware Options:AutoLock,White,No Limited Opening Hardware Screen: Half Screen Performance information:U-Factor 0.28,SHGC 0.22,VLT 0.51,CPD PEL-N-208-00009-00001,Performance Class R,PG 35,Calculated Positive DP 11080. I Rating 35,Calculated Negative DP Rating 35,FPAS FL16812,Year Rated 08111,Egress Does not meet typical United States egress,but may comply with ��l/ local coda requirements •jr7tt( t 1iGrille: No Grille, Vertical Mull 1:FactoryMull,1/2"Integral Mullion 2:Non-Standard SlzeNon-Standard Size Single Hung,Equal Frame Size:35 1/4 X 51 1/4 General Information:No Dry Wall Pass,Standard,Vinyl,Nall Fin,No Foam Insulated,3 1/4",1 1/8",2 1/8" Exterior Color/Finish:White Interior Color!Finish:White Glass: Insulated Dual Low-E SunDefenseTM Low-E Insulating Glass Argon Non High Altitude Hardware Options:AutoLock,White,No Limited Opening Hardware Screen: Half Screen Performance information: U-Factor 0.28,SHGC 0.22,VLT 0.51,CPD PEL-N-208-00009-00001,Performance Class R,PG 35,Calculated Positive DP Rating 35,Calculated Negative DP Rating 35,FPAS FL18812,Year Rated 08111,Egress Does not meet typical United States egress,but may comply with local code requirements Grille: No Grille, Vertical Mull 1:FactoryMull,112"Integral Mullion Wrapping Information:No Interior Trim,Factory Applied,Pella Recommended Clearance,Perimeter Length=245". Rough Opening:71.112'X51-314" Customer Notes: to be full frame with jamb extensions and casing. 2 114'colonial painted bright white. INSTARMCOR900041-Stucco Repair,Lineal Ft. Qty 21 INSTARMCOR900040-Stucco Cut-out Qty 1 INSTARMCOR020010-2 WIde Non-Wood Window Full Frame Qty 1 For more information regarding the finishing,maintenance,service and warranty of all Pella®products,visit the Pella®website at www.pella.com Printed on 1013/2017 Contract-Detailed Page 5 of 23 Customer:Brynn Dredla Project Name: Dredla,Brynn,2341 Fiddlers Ln,Allantic Beach,FL,US Order Number: 7187RG1140 Quote Number:9362113 Line II 'Location: . • `Attributes . ... . 40 ff BR 1 II Pella 250 Series,Single Hung,47 X 50.375,White Qty f1-11 1:Non-Standard SizeNon-Standard Size Single Hung,Equal � t� Frame Size:47 X 5 i3 _I General Innformation:n:§ .31-d,Vinyl,Nall Fin,No Foam Insulated,31/4",1 1/8",2118" r pKf! Exterior Color/Finish:WMte r hI 1993 interior Color!Finish:While Glass: Insulated Dual Low-E SunDefensen' Low-E Insulating Glass Argon Non High Altitude Viewed From Exterior Hardware Options:AutoLock,White,No Limited Opening Hardware Screen: Half Screen Performance Information: U-Factor 0.26,SHGC 0.22,VLT 0.51,CPD PEL-N-208-00009-00001,Performance Class R,PG 35,Calculated Positive DP 1(Q /a, Rating 35,Calculated Negative DP Rating 35,FPAS FL16812,Year Rated 08111,Egress Does not meet typical United States egress,but may comply with u� local code requirements Grille: No Grille, Wrapping information:No Interior Trim,Factory Applied,Pella Recommended Clearance,Perimeter Length=195". Rough Opening:47-112'X 50-718' INSTARMCOR900040-Stucco Cut-out Qty 1 INSTARMCOR020001•i Wide Non-Wood Window Drywall Return Qty 1 INSTARMCOR900041-Stucco Repair,Lineal Ft. Qty 17— I Line#: Location:._... . . a AttrlbUes 45 BR Pella 250 Series,Single Hung,47 X 50.375,White Qty 1 1 1:Non-Standard SizeNon-Standard Size Single Hung,Equal L rame Size:nf47 X on 3/ ,I) {? FIC# General Information:S andard Vinyl,Nail Fin,No Foam Insulated,3 1/4",1 118",2 1/8" IExterior Color/Finish:Wh e GF , 1993 Interior Color!Finish:White Glass: Insulated Dual Low-E SunDefense a Low-E Insulating Glass Argon Non High Altitude Viewed From Exterior Hardware Options:AutoLock,White,No Limited Opening Hardware Screen: Hail Screen �] Performance Information: U-Factor 0.28,SHGC 0.22,VLT 0.51,CPD PEL-N-208.00009.00001,Performance Class R,PG 35,Calculated Positive DP '(P8(a, 0" Rating 35,Calculated Negative DP Rating 35,FPAS FL16812,Year Rated 08111.Egress Does not meet typical United States egress,but may comply with- local code requirements Grille: No Grille, Wrapping Information:No Interior Trim,Factory Applied,Pella Recommended Clearance,Perimeter Length=195". Rough Opening:47-112'X 50.718' INSTARMCOR900041•Stucco Repair,Lineal Ft. Qty 17 INSTARMCOR900040-Stucco Cut-out Qty 1 INSTARMCOR020001-1 Wide Non-Wood Window Drywall Return Qty 1 For more information regarding the finishing,maintenance,service and warranty of all Pella®products,visit the Pella®website al www.pelia.com Printed on 1013/2017 Contract-Detailed Page 6 of 23 Customer:Brynn Dredla Project Name: Dredla,Brynn,2341 Fiddlers Ln,Atlantic Beach,FL,US Order Number. 7187RG1140 Quote Number:9362113 Line ll......Location: 1 Attributes 55 den side right Pella 250 Series,Sliding Window Fixed i Vent Left,71.375 X 22.75,White Qty 1 N; 1:Non-Standard SlzeNon-Standard Size Fixed I Vent Left Double Slider ;�__ ' � Frame Size:713/8X22314n�,5 I -3a. ® 71.375 ---• PK fl General Information:Standard,Vinyl,Nail Fin,No Foam Insulated,31/4",1 1/8",2 1/8" PI Exterior Color r Finish:White 1993 Interior Color/Finish:White Glass; Insulated Dual Low-E SunDefenseTM Low-E Insulating Glass Argon Non High Attitude Viewed From Exterior Hardware Options:AutoLock,1 Lock,White,No Limited Opening Hardware Screen: Half Screen Performance Information: U-Factor 0.28,SHGC 0.22,VLT 0.51,CPD PEL-N-210.00009-00001,Performance Class R,PG 35,Calculated Positive DP Rating 35,Calculated Negative DP Rating 35,FPAS F416809,Year Rated 08111,Egress Does not meet typical United States egress,but may comply with / 'O 1 r I !scat code requirements I'- Grille: No Grille, Wrapping Information:No Interior Trim,FactoryApplied,Pella Recommended Clearance,Perimeter Length=189". Venting Width:Equal Rough Opening:71.-7/8'X 23-1/4' • INSTARMCOR900040-Stucco Cut-out Qty 1 INSTARMCOR020002-2 Wide Non-Wood Window Drywall Return Qty 1 INSTARMCOR900041-Stucco Repair,Lineal Ft. Qty 14 INSTARMCOR900003-Field Mulling-Per Mull Qty 1 Line ii. ':i'Locatioh :., . .. . .. . . . :. • .. ' Attributes .: ;:: ;. 60 den side left Pella 250 Series,Sliding Window Vent Right i Fixed,71.375 X 22.75,White Qty 1 $j - - 1:Non-Standard SlzeNon-Standard Size Vent Right/Fixed Double Slider 1 Il - - Frame Size:71 3/8 X 22 3/4 +1 -.33-i 71.375 PK# General information:Standard,Vinyl,Nail'Fin,No Foam Insulated,31/4",1 1/8",21/8" ,� Exterior Color/Finish:White 1993 Interior Color Finish:White Glass: Insulated Dual Low-E SunDefensen' Low-E Insulating Glass Argon Non High Altitude Viewed From Exterior Hardware Options:AutoLock,1 Lock,White,No Limited Opening Hardware Screen: Half Screen Performance Information: U-Factor 0.28,SHGC 0.22,VLT 0.51,CPD PEL-N-210-00009-00001,Performance Class R,PG 35,Calculated Positive DP Rating 35,Calculated Negative DP Rating 35,FPAS FL,16809,Year Rated 08111,Egress Does not meet typical United States egress,but may comply with 1 ll l , 1 local code requirements • �e Grille: No Grille, Wrapping Information:No Interior Trim,FactoryApplied,Pella Recommended Clearance,Perimeter Length=189". Venting Width:Equal Rough Opening:71-7/8'X 23-114' INSTARMCOR900041-Stucco Repair,Lineal Ft. Qty 14 For more Information regarding the finishing,maintenance,service and warranty of all Pella®products,visit the Pella®website at www.pelia.com - Printed on 10/3/2017 Contract-Detailed Page 7 of 23 Customer:Brynn Dredla Project Name: Dredla,Brynn,2341 Fiddlers Ln,Allantic Beach,FL,US Order Number: 7187RG1140 Quote Number:9362113 Lineft :.Location ... .. i :Attributes . 65 mull for sliders 250 Series Standard Mull Kit,Length:22.75,White Qty 1 1:-1-1 Accessory Frame Size:-1 X-1 PK I/ General Information: Block,3 114",Vertical,1/2"Standard Mullion,260 Series Standard Mull Kit Exterior Color/Finish:White • 1993 Wrapping Information:Perimeter Length=0". Viewed From Exterior Line ft .Location _-, ,: . . ..., Attributes::. .. .... 70 den right Pella 250 Series,2-Wide Single Hung,71 X 51.125,White Qty 1�11 • .. - 1:Non-standard SlzeNon-Standard Size Single Hung,Equal J�,?g„ ▪ f1 Frame Size:351/4 X 51 1/8 r I PK H General Information:No Dry Wall Pass,Standard,Vinyl,Nail Fin,No Foam Insulated,31/4",1 118",2 1/8" 3525 .0, 3525 s. Exterior Color/Finish:White 1993 Interior Color/Finish:White Glass: Insulated Dual Low-E SunDefense" Low-E Insulating Glass Argon Non High Altitude Viewed From Exterior Hardware Options:AutoLock,White,No Limited Opening Hardware Screen: Half Screen Performance Information: U-Factor 0.28,SHGC 0.22,VLT 0.51,CPD PEL-N-208.00009-00001,Performance Class R,PG 35,Calculated Positive DP Rating 35,Calculated Negative DP Rating 35,FPAS FL16812,Year Rated 08111,Egress Does not meet typical United States egress,but may comply with Sl local code requirements Ci I Grille: No Grille, y I 111 Vertical Mull 1:FactoryMull,1/2"Integral Mullion ' 2:Non-Standard SlzeNon-Standard Size Single Hung,Equal Frame Size:35 1/4 X 51 1/8 General information:No Dry Wall Pass,Standard,Vinyl,Nail Fin,No Foam Insulated,3 1/4",1 118",2 1/8" Exterior Color/Finish:White Interior Color/Finish:White Glass: Insulated Dual Low-E SunDefensew Low-E Insulating Glass Argon Non High Altitude Hardware Options:AutoLock,White,No Limited Opening Hardware Screen: Half Screen Performance Information: U•Factor 0.28,SHGC 0.22,VLT 0.51,CPD PEL-N-208-00009-00001.Performance Class R,PG 35,Calculated Positive DP Rating 35,Calculated Negative DP Rating 35,FPAS FL16812,Year Rated 08111,Egress Does not meet typical United States egress,but may comply with local code requirements Grille: No Grille, Vertical Mull 1:FactoryMull,112"Integral Mullion Wrapping Information:No Interior Trim,Factory Applied,Pelle Recommended Clearance,Perimeter Length=245". Rough Opening:71-112'X 51-518' INSTARMCOR900040-Stucco Cut-out Qty 1 INSTARMCOR020002-2 Wide Non-Wood Window Drywall Return Qty 1 INSTARMCOR900041-Stucco Repair,Lineal Ft. 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 10/312017 Contract-Detailed Page 8 of 23 Customer Brynn Dredla Project Name: Dredia,Brynn,2341 Fiddlers Ln,Atlantic Beach,FL,US Order Number: 7187RG1140 Quote Number:9362113 Line if Location: Attributes 75 den left Pella 250 Series,2-Wide Single Hung,71 X 51.125,White Qty ROI 1 1:Non-Standard SizeNon-Standard Size Single Hung,Equal Frame Size:351!4 X 51 1!8 �p,' .3�, n t II I ii PKa General Information:No Dry Wall Pass,Standard,Vinyl,Nail Fin,No Foam Insulated,3 114",1 1/8",2 118" e}I 5 • •352571 3525 • Exterior Color/Finish:White 1993 Interior Color/Finish:White Glass: Insulated Dual Low-E SunDefense u Low-E Insulating Glass Argon Non High Altitude Viewed From Exterior Hardware Options:AutoLock,White,No Limited Opening Hardware Screen: Half Screen • Performance Information: U-Factor 0.28,SHGC 0.22,VLT 0.51,CPD PEL-N-208.00009-00001,Performance Class R,PG 35,Calculated Positive DP ���, Rating 35,Calculated Negative DP Rating 35,FPAS FL1 8812,Year Rated 08111,Egress Does not meet typical United States egress,but may comply with local code requirements ,` Grille: No Grille, I ��,+/ Vertical Mull 1:FactoryMull,1/2"Integral Mullion l 2:Non-Standard SizeNon-Standard Size Single Hung,Equal Frame Size:351/4 X 51 1/8 General information:No Dry Wall Pass,Standard,Vinyl,Nail Fin,No Foam Insulated,31/4",1 1/8",2 1/8" Exterior Color l Finish:White Interior Color I Finish:White Glass: insulated Dual Low-E SunDefensan, Low-E Insulating Glass Argon Non High Altitude Hardware Options:AutoLock,White,No Limited Opening Hardware Screen: Half Screen • Performance Information:U-Factor 0.28,SHGC 0.22,VLT 0.51,CPD PEL-N-208-00009-00001,Performance Class R,PG 35,Calculated Positive DP Rating 35,Calculated Negative DP Rating 35,FPAS FL16812,Year Rated 08111,Egress Does not meet typical United States egress,but may comply with local code requirements Grille: No Grille, Vertical Mull 1:FactoryMull,1/2"Integral Mullion Wrapping Information:No Interior Trim,Factory Applied,Pella Recommended Clearance,Perimeter Length=245". Rough Opening:71-112'X51-5/8' • Customer Notes: to be full frame with jamb extensions and casing. INSTARMCOR020002-2 Wide Non-Wood Window Drywall Return Qty 1 INSTARMCOR900041-Stucco Repair,Lineal Ft. Qty 21 INSTARMCOR900040-Stucco Cut-out Qty 1 For more Information regarding the finishing,maintenance,service and warranty of all Pella®products,visit the Pella®website at www.pelia.com Printed on 10/3/2017 Contract-Petalled Page 9 of 23 Customer:Brynn Dredia Project Name: Dredla,Brynn,2341 Fiddlers Ln,Allantic Beach,FL,US Order Number: 7187RG1140 Quote Number:9362113 Lloe# `:'location, .. Altrlbutes , .. 86 master right Pella 250 Series,Single Hung,23.5 X 59.125,White Qty 1 1,11 1:Non-Standard SlzeNon-Standard Size Single Hung,Equal Frame Size:23 1/2 X 59118 G r} 1 -31 3 1/8" General Information:No Dry Wall Pass,Standard,Vinyl,Nail Fin,No Foam Insulated,3 1/4".1 ,2 1/8" 1ILL�Y�Yl1l1 PKq Exterior Color/finish:White {r •236 1993 Interior Color/Finish:White Glass: Insulated Dual Low-E SunDefense1° Low-E Insulating Glass Argon Non High Altitude Viewed From Exterior Hardware Options:AutoLock,White,No Limited Opening Hardware Screen: Half Screen Performance Information: U-Factor 0.28,SHGC 0.22,VLT 0.51,CPD PEL-N-208-00009-00001,Performance Class R,PG 35,Calculated Positive DP Rating 35,Calculated Negative DP Rating 35,FPAS FL16812,Year Rated 08111,Egress Does not meet typical United States egress,but may comply with /1_f j ' local code requirements [�O Grille: No Grille, Wrapping Information:No interior Trim.Factory Applied,Pella Recommended Clearance.Perimeter Length=166". Rough Opening:24'X 59.625' INSTARMCOR900040-Stucco Cut-out Qty I INSTARMCOR900041•Stucco Repair,Lineal Ft. Qty 14 INSTARMCOR020001-1 Wide Non-Wood Window Drywall Return Qty 1 Line.f1 Locagori: - :i .. .. _::. tri.u es , 87 master left Pella 250 Series,Single Hung,23.125 X 59.125,White Qty 11113 1:Non•Standard SizeNon-Standard Size Single Hung,Equal f ��. I — Frame Size:23 1/8 X 59 1/8 fti� pK8 General information:No Dry Waif Pass,Standard,Vinyl,Nail Fin,No Foam insulated,3 1/4",1 1/8",2 1/8" a Illl..�Y�iiJJ1l Exterior Color Finish:White 26.185•• 1993 Interior Color/Finish:White • Glass: Insulated Dual Low-E SunDefensem Low-E Insulating Glass Argon Non High Altitude Viewed From Exterior Hardware Options:AutoLock,White,No Limited Opening Hardware Screen: Half Screen Performance Information: U-Factor 0.28,SHGC 0.22,VLT 0.51,CPD PEL-N-208.00009-09001,Performance Class R,PG 35,Calculated Positive DP (0 1a, 1Rating 35,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 • Grille: No Grille, • Wrapping Information:No Interior Trim,Factory Applied,Pella Recommended Clearance,Perimeter Length=165". Rough Opening:23-5/8'X 59-5/8' INSTARMCOR900040•Stucco Cut-out Qty 1 INSTARMCOR020001-1 Wide Non-Wood Window Drywall Return Qty 1 INSTARMCOR900041-Stucco Repair,Lineal Ft. Qty 14 For more Information regarding the finishing,maintenance,service and warranty of all Pella®products,visit the Pella®website at www.pella.com Printed on 10/3/2017 Contract-Detailed Page 10 of 23 Customer:Brynn Dredla Project Name: Dredla,Brynn,2341 Fiddlers Ln,AUanUc Beach,FL,US Order Number: 7187RG1140 Quote Number:9362113 Line u ,::.Location. .i:.; Attributes . 88 master closet Pella 250 Series,Single Hung,23.125 X 59.125,White Qty 1 1(3 1:Non-Standard SlzeNon-Standard Size Single Hung,Equal e Frame Size:23 1/8 X 591/8 QGeneral Information:No Dry Wall Pass,Standard,Vinyl,Nail Fin,No Foam Insulated,31/4",1 1/8",2 1/8" �^ PK p Exterior Color/Finish:White 125•, 1993 Interior Color/Finish:White Glass: Insulated Dual Low.E SunDefensem Low-E Insulating Glass Argon Non High Altitude Viewed From Exterior Hardware Options:AutoLock,White,No Limited Opening Hardware Screen: Half Screen • Performance Information: U-Factor 0.28,SHGC 0.22,VLT 0.51,CPD PEL-N-208-00009-00001,Performance Class R,PG 35,Calculated Positive DP ����' Rating 35,Calculated Negative DP Rating 35,FPAS FL16812,Year Rated 08111,Egress Does not meet typical United States egress,but may comply with Ilocal code requirements Grille: No Grille, Wrapping Information:No interior Trim,Factory Applied,Pella Recommended Clearance,Perimeter Length=165". Rough Opening:23-518'X 59-518' INSTARMCOR900040-Stucco Cut-out Qty 1 INSTARMCOR900041-Stucco Repair,Lineal Ft. Qty 14 INSTARMCOR020001-1 Wide Non-Wood Window Drywall Return Qty 1 • • • For more Information regarding the finishing,maintenance,service and warranty of all Pella®products,visit the Pella®website at www.pella.com Printed on 1013/2017 Contract-Detailed Page 11 of 23 Customer:Brynn Dredla Project Name: Dredla,Brynn,2341 Fiddlers Ln,Allanlic Beach,FL,US Order Number: 7187RG1140 Quote Number:9362113 •Line# -...Location: . ....- Attributes 90 loft Pella 250 Series,2-Wide Single Hung,71 X 51.125,White Qty 1 A 1:Non-Standard SlzeNon-Standard Size Single Hung,Equal 0.01 0 Q Frame Size:35 114 X 51 General Information:No D1/8ry Wall Pass,Standard,Vinyl,Nail Fln,No Foam insulated,31/4",1 1/8",2 1/8" )I td 3525 3525 �, PK# Exterior Color/Finish:White 1993 Interior Color/Finish:White Glass: Insulated Dual Low•E SunDefensem Low-E Insulating Glass Argon Non High Altitude Viewed From Exterior Hardware Options:AutoLock,White,No Limited Opening Hardware Screen: Half Screen Performance Information: U-Factor 0.28,SHGC 0.22,VLT 0.51,CPD PEL-N-208-00009-00001,Performance Class R,PG 35,Calculated Positive DP Rating 35,Calculated Negative DP Rating 35,FPAS FL16812,Year Rated 08111,Egress Does not meet typical United States egress,but may comply with local code requirements 911. 1 � Grille:No Grille, X10/ Vertical Mull 1: FactoryMull,1/2"integral Mullion 2:Non-Standard SizeNon-Standard Size Single Hung,Equal Frame Size:351/4 X 51 1/8 ry j I��f1 f General Information:No Dry Wall Pass,Standard,Vinyl,Nall Fin,No Foam Insulated,31/4",1 118",21/8" ,!/+" Exterior Color/Finish:White • Interior Color/Finish:White • Glass: Insulated Dual Low-E SunDefense1°' Low-E Insulating Glass Argon Non High Altitude Hardware Options:AutoLock,White,No Limited Opening Hardware Screen: Half Screen • Performance information: U-Factor 0.28,SHGC 0-22,VLT 0.51,CPD PEL-N-208-00009-00001,Performance Class R,PG 35,Calculated Positive DP Rating 35,Calculated Negative DP Rating 35,FPAS FL16812,Year Rated 08111,Egress Does not meet typical United States egress,but may comply with local code requirements Grille:No Grille, Vertical Mull 1:FactoryMuil,112"Integral Mullion Wrapping Information:No Interior Trim,Factory Applied,Pella Recommended Clearance,Perimeter Length=245". Rough Opening:71-1/2'X51-518' INSTARMCOR020002-2 Wide Non-Wood Window Drywall Return Qty 1 ' • For more information regarding the finishing,maintenance,service and warranty of all Pella®products,visit the Pella®website at www.pelIa.com Printed on 10/3/2017 Contract-Detailed Page 12 of 23 Customer:Brynn Dredla Project Name: Dredla,Brynn,2341 Fiddlers Ln,Atlaniiic Beach,FL,US Order Number: 7187RG1140 Quote Number:9362113 • • •Attributes -Lined. ...:Location: .. 95 BR3 Pella 250 Series,Single Hung,47 X 50.875,White city I 1 'II 1:Non-Standard SizoNon-Standard Size Single Hung,Equal 7 Q Frame Size:47 X 50 7/8 (l r u ' 1. 3 I fj I PK General Information:Standard,Vinyl,Nail Fin,No Foam Insulated,3 1/4",1 1/8",21/8" lVR (' ILL] Exterior Color l FinishrWhite 47 - 1993 Interior Color!Finish:White Glass: Insulated Dual Low-E SunDefense1' Low-E Insulating Glass Argon Non High Altitude Viewed From Exterior Hardware Options:AutoLock,White,No Limited Opening Hardware Screen: Half Screen Performance Information: U-Factor 0.28,SHGC 0.22,VLT 0.51,CPD PEL-N-208-00009-00001,Performance Class R,PG 35,Calculated Positive DP Rating 35,Calculated Negative DP Rating 35,FPAS FL16812,Year Rated 08111,Egress Does not meat typical United States egress,but may comply with AN, local code requirements Grille: No Grille, Wrapping Information:No Interior Trim,Factory Applied,Pella Recommended Clearance,Perimeter Length=196". Rough Opening:47-112'X 51-3/8' INSTARMCOR900040-Stucco Cut-out Qty 1 INSTARmCOR020001-1 Wide Non-Wood Window Drywall Return Qty 1 INSTARMCOR900041-Stucco Repair,Lineal Ft. Qty 17 Lin e# :Location Attributes .:• ... 100 6R 4 Pella 250 Series,Single Hung,47 X 50.875,White Qty 1 rffilf 1:Non-Standard SlzeNon-Standard Size Single Hung,Equal 1113 @3 Frame Size:47 X 50 7/8 A' u ' PK# General Information:Standart Vinyl,Nail Fin,No Foam Insulated,31/4",1 1/8",2 1/8" I Exterior Color!Finish:White 1_ 47 1993 interior Color!Finish:White Glass: Insulated Dual Low-E SunDefense°' Low-E Insulating Glass Argon Non High Altitude Viewed From Exterior Hardware Options:AutoLock,White,No Limited Opening Hardware Screen: Half Screen Performance Information: U-Factor 0.28,SHGC 0.22,VLT 0.51,CPD PEL-N-208-00009-00001,Performance Class R,PG 35,Calculated Positive DP P� Rating 35,Calculated Negative DP Rating 35,FPAS FL16812,Year Rated 08111,Egress Does not meet typical United States egress,but may comply with f(, 4"/a,9' local code requirements / U Grille: No Grille, Wrapping Information:No Interior Trim,Factory Applied,Pella Recommended Clearance,Perimeter Length=198". Rough Opening:47-112'X 51-3/8' . INSTARMCOR020001-1 Wide Non-Wood Window Drywall Return Qty 1 INSTARMCOR900040-Stucco Cut-out Qty 1 - INSTARMCOR900041-Stucco Repair,Lineal Ft. Qty 17 For more information regarding the finishing,maintenance,service and warranty of all Pelia®products,visit the Pella®website at www.pella.com Printed on 10/3/2017 Contract-Detailed Page 13 of 23 Customer:Brynn Dredla Project Name: Dredla,Brynn,2341 Fiddlers Ln,Atlantic Beach,FL,US Order Number: 7187RG1140 Quote Number:9362113 Line# .'Location: Attriput�s 105 theater room Pella 250 Series,2-Wide Single Hung,69,25 X 50,875,White Qty I 1 'I-1 1:Non-Standard SlzoNon-Standard Size Single Hung,Equal 61 d Frame Size: 34 3/8 X 50 7/8 General Information:No Dry Wall Pass,Standard,Vinyl,Nail Fin,No Foam Insulated,31/4",1 1/8",2118" ., a '3°14) t,3a 37%,§�aas PK/I Exterior ColorIFinish:White TVI, 1993 Interior Color/Finish:White Glass: Insulated Dual Low-E SunDefensen, Low-E Insulating Glass Argon Non High Altitude Viewed From Exterior Hardware Options:AutoLock,White,No Limited Opening Hardware Screen: Half Screen Performance Information: U-Factor 0.28,SHGC 0.22,VLT 0.51,CPD PEL-N-208-00009-00001,Performance Class R,PG 35,Calculated Positive DP Rating 35,Calculated Negative DP Rating 35,FPAS FL16812,Year Rated 08111,Egress Does not meet typical United States egress,but may comply with 3.1 local code requirements Grille: No Grille, )10?/P. Vertical Mull 1:FacloryMull,1/2"integral Mullion 2:Non-Standard SizeNon-Standerd Size Single Hung,Equal itit Frame Size: 343/8X507/8 I ( I �� General Information:No Dry Wall Pass,Standard,Vinyl,Nail Fin,No Foam insulated,3114",1 1/8",2 1/8" Exterior Color/Finish:White • Interior Color I Finish:White Glass: Insulated Dual Low-E SunDefensem Low-E Insulating Glass Argon Non High Altitude Hardware Options:AutoLock,White,No Limited Opening Hardware Screen: Half Screen Performance Information: U-Factor 0.28,SHGC 0.22,VLT 0.51,CPD PEL-N-208.00009.00001,Performance Class R,PG 35,Calculated Positive DP Rating 35,Calculated Negative OP Rating 35,FPAS FL16812,Year Rated 08111,Egress Doss not meet typical United States egress,but may comply with local code requirements Grille: No Grille, Vertical Mull 1:FactoryMull,1/2"Integral Mullion Wrapping Information:No Interior Trim,Factory Applied,Pella Recommended Clearance,Perimeter Length=241". Rough Opening:69-3/4'X 51-318' INSTARMCOR020002-2 Wldo Non-Wood Window Drywall Return Qty 1 INSTARMCOR900041-Stucco Repair,Lineal Ft. Qty 21 INSTARMCOR900040-Stucco Cut-out Qty 1 Attrlbue;,,. ,.: Lltleft,. :,.Locafioa: : .: . ,. .. ... .... - 115 None Assigned OPSSUPMCOM030040.112 x 6 x B PT plywood Qty 3 For more information regarding the finishing,maintenance,service and warranty of all Pella®products,visit the Pella®website atwww.pelia.com Printed on 10/312017 Contract-Detailed Page 14 of 23 \-‘33.Z.N4V, 'A;Ikk-,,,,, ,,,v,, 'N,,‘,, ‘ ,-‘'N-,,,- ‘‘‘ ' ''',7n,N ; k... ,:,‘ ‘,4-,-,:,,,,, --..v., . .-A'';s*,,,ulti,4,"\it,,,,,‘ :•\,,,,A, m m `� �; 1BCIS Home Log In User Registration 1 Hot Topics i Submit Surcharge € Stats&Facts 1 Publications 1 FBC Staff BCIS Site Map 1 Links j Search ootid m,„,. - X„€ l J Product Approval I? USER:Public User i . Product Approval Menu>Product or Application Search>Application List>Application Detail 0 FL# FL14896-R3 t. mak Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived `i Product Manufacturer Pella Corporation Address/Phone/Email 102 Main St. Pella,IA 50219 (641)621-6096 pellaproductapproval@pella.com Authorized Signature Andrew Morse • morseaj@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 PJBortscheller@pella.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturers Association Validated By Terrence E. Lunn,PE Vj Validation Checklist- Hardcopy Received Referenced Standard and Year(of Standard) Standard Year ASTM E330 2002 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A / , Date Submitted 04/23/2015 Date Validated 04/24/2015 Date Pending FBC Approval Date Approved 04/27/2015 Summary of Products Go to Page I Paget/2 FL# Model,Number or Name Description • 14896.21 Pella&Architect Series Steel& 43 1/2"X 97 3/4"single solid operable door with 3-point lock, Fiberglass Panel In-swing Doors with unreinforced mullion and dual sidelights(74 1/2"X 97 3/4" Aluminum Clad or Wood Frame • overall unit size). Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14896 R3 C CAC FL14896 21.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/13/2019 Design Pressure:+50/-50 Installation Instructions • Other: Lock system with door shall be 3-Point Lock. FL14896 R3 II Drawing 1774.pdf Configurations of glass shall conform to the current ASTM Verified By: Warren W. Schaefer 44135 E1300 standard&have safety rated glass.Sidelight panel may Created by Independent Third Party: Yes be full or partial light panel. Unreinforced vertical mullions. Evaluation Reports FL14896 R3 AE Drawing 1774.pdf Created by Independent Third Party: Yes Go to Page sia • 40 Paget/2 Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:650-467-1824 The State of Florida is an AA/EE0 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 jiffs, Product Approval Accepts: x CCe.ditiCi rC.::: .rCWLty lliP) ICs DRAWN BY: MECA9 MG :.I.h: L. .4: ;71::1_ _ -1 h t!I.• MAX. FRAME WIDTH w.AM. •.Ws ALI. ALTERNATE ANCHORS IN THEIR SPECIFIED SUBSTRATES HAVE BEEN ANALYZED IN PER FLORIDA APPROVAL PLOT:lfi M.9/3J/11 ACCORDANCE WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND TO BE EQUIVALENT (N.T.E. 43 1/2") TO OR STRONGER THAN THE ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. i 2) o INSTAIlATDN EVALUATION IS BASED ON APPLICABLE ANCHOR STANDARDS ANDR INFORMATION& NOTE;ALL ELEVATIONS NAIL RN RESULTS FROM APPLICABLE TEST REPORTS. THE FLORIDA BUILDING CODE D/RS!DN CONSIDERED WITH SHOWN HERE-IN ARE _ __ 1_ _a t THE EVALUATION WAS THAT IN FORCE AT THE TIME OF THE EVALUATION. IN THE EVENT OF CODE FOR USE IN DETAILING + VERSION CHANGES/UPDATES OR IN TIRE EVENT THAT NEW OR ADDITIONAL TESTING LS COMPLETED ON THE / • gpg REFERENCED PRODUCT,PRIOR TO STATING CODE COMPLIANCE WITH DIE STATE,THE MANUFACTURER THE INSTALLATION OF 4 / 8" MAX. k g SHALL CONFIRM WITH THE INSTALLATION EVALUATION ENGINEER OF RECORD THAT THE INSTALLATIONS THE DOORS ONLY. • _ 2 33 SPECIFIED HERE-IFI ARE CURRENT WITH THE THEN CURRENT TESTING,CODE AND APPLICABLE STANDARDS. TYPE, SHAPE & , / T_ E -..-._..-- _ —_ ' o ; d FRAME ANCHOR REQUIREMENTS TABLE CONDITIONS RELATIVE --- TO THE DOOR PANELS ® / -----. ------- D7 INDIVIDUAL FRAME OPENING TYPE FRAME/CLIA/HINGE/STRIKE TO MINIMUM MINIMUM & DOOR FRAMES SHALL N7 ' Q SCRFZ"f 1+J11ERE SHOWN. o X o (SUBSTRATE) OPENING FASTENER TYPE EMBED EDGE DIST. BE GOVERNED BY THE - SEE "FRAME ANCHOR FRAME SCREWS __ _ DOORS PRODUCT n --s--FIN FASTENER WITHIN REQUIREMENTS TABLE" • APPROVAL& SHALL- BE 2" OF CORNERS & 5" (3)MIN.2x_WOOD FRAME DR BUCK o, ON THIS SHEET FOR = m (MIN.GR.3 &G=0.55) NO. ID SMS OR WOOD SCREW 1 1/4" 3/4' AS CERTIFIED BY THE TO 7" MAX. O.C. SEE REQUIREMENTS (ONLY ------- APPLICABLE "J "FRAME ANCHOR MIN. 18 05. 33 KSI METAL STUD NO. 10 GR.5 SELF TAP/ORIL.SCREW FULL 1/'L. F-: REQ"D WITH NAIL FIN CERTIFICATION ENTITY. z REQUIREMENTS TABLE" MIN. 1/8"THK A36 STEEL NO. 10 GR.5 SELF TAP/DRILLSCREW P11LL 1/2" MOUNT CONDITION) - ON THIS SHEET FORLT MIN. 1/8"THK 6063-75 ALUM. NO- 10 GR.5 SELF TAP/DRILL SCREW FULL 1/2' a • I Z C-RD CMU/2500 PSI CONCRETE O) i/4"CONCRETE SCREW t 7/4^ 2" o REQUIREMENTS. ara z (2)INSTALLATION CLIP SCREWS (STANDARD BENT CONDITION) HINGE REQUIREMENTS a / Fn00 R MIN.2X4 WOOD FRAME OR BUCK MAX. FRAME QUANTITY < / § trO U N0.8 X 1 1/2"SMS 1 3/8" &I N/A ¢ OW O 1/7 UT (MIN. GR.3&G=0.55) __ HEIGHT PER PANEL o d.� Z� I MIN 1/8"THE A36 STEEL NO.8 GR.5 SELF TAP/DRILL SCREW FULL (2)NLA._ OVER 85 3/4" 4 0 mg O 7rEZ A .-,,- Eau. co MIN. 1/8"THK 6063-T5 ALUM. NO. 8 GR.5 SELF TAP/DRILL SCREW FULL (2)N/A 85 3/4" 3 M • \ M U 25 1 INSTALLATION CLIP SCREWS (ALTERNATE STRAIGHT CONDITION) Tr i alo J NLJ MLN.2X6 WOOD FRAME OR BUCK n. "� -- -.--- \ ,�/ STRIKE SCREWS INT 3 IA tea'' NO.8 X 1 i/2"SMS 1 3/8" 3/4" EDGE DISTANCE MAY BE I' \ Q L.. SUBSTRATE (2 PERO (MIN.OR.3&G=0.55) _ _ MIN.18 G4 33 KSI METAL.STUD Na 8 GR.5 SELF TAP/DRILL SCREW FULL 1/2 DECREASED TO 1/2" IF o \ STRIKE PLATE). SEE Tn�.11�� WIN. 1/8"THK A36 STEEL NO.8 GR.5 SELF TAP/DRILL SCREW FULL- 1/2" SCREWS ARE ANGLED 15 = \ /1 "FRAME ANCHOR W o TO 20 DEGREES AWAY LLL 1 r HINGE SCREW INTO REQUIREMENTS TABLE" W O a MIN. 1/8_TIlE 8063_IS ALUM. NO.8 GR.5 SELF TAP/01ttl.l.SCREW FULL 1/2"_ FROM THE EDGE. 2 , I ' SUBSTRATE (1 PER ON THIS SHEET FOR w HINGE & SINGLE DOOR STRIKE-_SCREWS HINGE). SEE "FRAME SCREW REQUIREMENTS `�� 131 WIN. 2X_WOOD FRAME OR BUCK ., N0.8 SMS OR WOOD SCREW 1 1/4" 3/4' _ ANCHOR REQUIREMENTS (LATCH & DEAD BOLT Um m (MIN.GR.3&6=0.55) _ • • - TABLE" ON THIS SHEET . 0 W GENERAL NOTES- ) j Z co MIN. 18 GA. 33 KSI METAL STUD NO.8 CR.5 SELF TAP/DRILL SCREW FULL 1/2'— STRIKES 1 ALL FASTENERS SPALL BE IN ACCORDANCE AWN THESE DRAWINGS. FOR SCREW yZ E20 d MIN. 1/8"THK A36 STEEL -NO.8 GR.S SELF TAP/DRILL SCREW FULL 1/2' SPECIFIED ANCHOR EMBER TO BASE MATERIAL SHALL DE BEYOND WALL • I REQUIREMENTS. • oO wQ + MIN. 1/8"INK 6063-T5 ALUM. NO.8 GR.5 SELF TAP DRILL SCREW FULL i 2" FINISH. O OR OPENINGS, BU / QZ ZO�"'. / � / 2. OPENINGS,BUCKMC&BUCKING FASTENERS MUST BE PROPERTY ES C-BO CMU/2500 PSI CONCRETE (I)3/16"CONCRETE SCREW 1 1/4` 2" DESIGNED&INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE \ �Z z¢2I'- 3. THESE NON-IMPACT RATED PRODUCT INSTALLATIONS ARE IN Wal, �� DOUBLE DOOR STRIKE SCREWS ACCORDANCE WITH AND MEET THE REQUIREMENTS OF THE FLORIDA ng �g ---- BUILDING'CODE(PBC). .__ -I 1 (�Ba= MIN.2X_WOOD FRAME OR BUCK 4 AI.L ANCHORS SECURING PRODUCT FRAMES TO PRESSURE TREATED - ---- --- 1° NO. 12 SMS OR WOOD SCREW 1 1/4" 3/4` -' ___-- ITU, WQZ z`1'" (MIN.GR, 3&0=0.55) DUCKS OR WOOD FRAMING SHALL BE CAPABLE OF RESISTING CORROSION =J F=,O CAUSED BY THE PRESSURE'TREATING LIMITED TO IN THE WEOD. MIN. 1E GA 33 KSI METAL STUD NO. 12 GR.5 SELF TAP/DRILL SCREW FULL _ 1/2" 5, MATERW.S,INCLUDING BUT NOT TO SFEr'1.SCREWS,THAT ��^^UN i MIN. 1/8"THE A36 STEEL NO. 12 GR.5 SELF TAP/DRILL SCREW FULL 1/2" COME NCO CONTACT VttDT OTHER DISS!MIIAR MATERV4S S144i MEET THE INTERIOR ELEVATION( 'rd N REOUIRETAENTS OF FLORIDA DUILOING CODE CHAPTER 20. ii, z H U,3 MIN. 1/8"THK 6063-T5 ALUM. N0. 12 GR.5 SELF TAP/DRILL SCREW FULL 1/2" C8.ERTIFIED THE BEST OF OUR &DUALLY ASSURED BY AOS,THE PRODUCTROAPPROVED SHDSRIHERON IS SINGLE DOOR WITH DEADBOLT LOCKING S`(i-EM ue®.WCU8D 1. C-RD CMU/2500 PSI CONCRETE O) 1/4"CONCRETE SCREW 1 1/4' 2` CERTIFICATION/OA ENTITY&SHALL BE LABELED IN ACCORDANCE WON THE SCALE: 3/4" = 1'-0" �a®0.�-3 'jot maga:Ire, o $��S (4) NAILING FIN FASTENERS FTC AND THE FLORIDA DEPARTMENT OF BUSINESS&PROFESSIONAL (NAIL FIN MOUNT CONDITION) o�a•�<(-,,""'•••.°°•'0,0,p REGULATION SPECIFICATIONS. PRODUCT ASSEI.BLY IS NOT PART OF THISLI MIN. 204 WOOD FRAME OR BUCK DRAWING AND SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S o P TTI ° d ( ) N0.8 X 1 1 2`SMS 1 3 8" 1 2" `p t 0O. .n MIN.GR.3&G=0.55 / / _ / C IRCAT ASSURANCE THESE PRODUCTs&INSTALL REPORTS. ALLOWABLE DESIGN PRESSURE a �, mo 7. CERTIFICATION OF THESE INSTALLATIONS SHALL BE h +� z csi MIN. 2X4 7000 FRAME OR BUCK 11 GA.ROOFING NAIL / / CONDOERE0 VOID IF MOO OF THE FOLLOWING APPLY:T)PRODUCT 6 (SINGLE DOOR) ACE) Z d 4, �N mil: o wp (MIN,GR.3&0=0.55) 1 3 8" 1 2" INSTALLED WITHOOT A BUILDING PERMIT FROM THE APPLICABLE local W '0, 4 0 " i BUILDING DEPARTMENT. 2)PRODUCT IS INSTALLED BY ANYONE OTHER SEE FLORIDA APPROVAL =3 ;:, 6 y,Zr oR ga _ WIN. 1/8`TI-IK A36 STEEL N0.B GR.5 SELF TAP/DRILL SCREW FULL _ 1/2` THAN A LICENSED CONTRACTOR EXPERIENCED WCIN INSTALLATIONS OF THIS .°C7- p • MIN. 1/8"THE 6063:T5-ALUM. NO.8 GR.5 SELF TAP/DRILL SCREW FULL - 1/2" TYPE OF PRODUCT. 3)IF CHANGES HAVE OCCURRED TO THE PRODUCT'S d�2�•°^. �'''�C q4 W (1)CONCRETE SCREWS SHALL BE ELCO ULTRACONS, ELCO CRETE-FLEX.T11N RAMSET/RED CERTIFICATION ENTITY'S CERTIFICATE THAT CAUSE THESE INSTALLATIONS TO I®db°'^•....•_°°®��,`P. c� (2)STANDARDHEAD CONS BENT CUPR HILTI KWITIONOSCREWS SHALL BESTEEL POSITONED WITHIN 1/4"OF THE INBE THE PRODUCTS CEINCORRECT OR B. THE LEAST RTIFICATIONSHALLSHALL WITH SSURE COONTROLED I�FORNTHAT HAS BEEN ETINSTALLED S DRAWING OR ®BB'"Ulf 8frili ���4a� g BUCK/SUBSTRATE EDGE AND,IF INTO WOOD,ANGLED 20 TO 30 DEGREES INTO THE BUCK. PRODUCT. (3) BUCKS SHALL BE OFA MINIMUM DEPTH REQUIRED TO MEET ANCHOR EDGE DISTANCE B.THESE DRAWINGS CERTIFY THE PRODUCT INSTALLATION ONLY. WATER THESE DRAWINGS ARE APPLICABLE ONLY TO THE PRODUCT DRAWING NO. REV. () PROOFING OF THE&STALLED PRODUCT IS NOT PART OF THIS INSTALLATION SPECIFIED.'MET MAY NOV RE USED FOR THE ASGEMRLY 1774 B REQUIREMENTS BUT NO LESS THAN 4 1/2`(204). CERTIFICATION. THAT RESPONSIBILITY SFLALL BE THAT OF THE AND/OR INSTALLATION OF ANY OTHER PRODUCT NOR MAY (4)WHEN SCREWS ARE USED WITH THE NAIL FIN.THEY MUST BE A WAFFLE HEAD SCREW OR MANUFACTURER 8-./OR INSTALLER. THEY RE USER FOR 8A110NAL AND/OR LOCAL APPROVAL SHEET NO. OF ANY PRODUCT NOT PRODUCED BY THE MANUFACTURER HAVE A FLAT WASHER AT THE SCREW HEAD. SRAM]ON THESE DRAWINGS. OF DAWN BY: CHIVIED BY: WR4 6.WS. MAX. FRAME WIDTH PIM:t-16 ..WWII PER FLORIDA APPROVAL MAX. FRAME WIDTH (N.T.E. 43 1/2") PER FLORIDA APPROVAL 6" MAX. 18" MAX. O.C. 6" MAX. (N.T.E. 43 1/2") 0 OD 8 NAIL F1N 6" MAX. I I /• - 4 , 4 / 8" MAX. o .-. I / ---.. G\\ is- Or �2 1 Arm, -r-c: / 13 'INDIVIDUAL FRAME SCREW WHERE I v / 7 1 v . 7 'o' SHOWN. SEE "FRAME ANCHOR Ti'I• •1 w n —- -----NAIL FIN OR ro N.------- FIN FASTENER WITHIN s REQUIREMENTS TABLE" ON SHEET 1 ? -BRICK MOLD AND THEIR n 2" OF CORNERS & S" FOR REQUIREMENTS (ONLY REQ'D °) ANCHORS IS OPTIONAL cr' WITTI NAIL FIN MOUNT CONDITION) v I & SHALL NOT ACT AS I w TO 7" MAX. D.C. SEEm A SUBSTITUTE FOR •I "FRAME ANCHOR REQUIREMENTS TABLE" THE FRAME ANCHORS I FRAME SCREWS OR ON SHEET 1 FOR STRIKE SCREWS INTO SUBSTRATE a_et o a 4 SPECIFIED. NAIL FIN I INSTALATION CUPS WHERE ¢ (1 PER STRIKE PLATE). SEE Eno -- r,.rr'o > OR BRICKMOLD MAY > REQUIREMENTS. d �N o� SHOWN. SEE "FRAME o "FRAME ANCHOR REQUIREMENTS o BE REMOVED WHENm / W 0 F-o a REQUIRED BY OPENING ANCHOR REQUIREMENTS o TABLE" ON SHEET 1 FOR SCREW mM 0- z¢I a. 0 / TABLE" ON SHEET 1 FOR a W 0 CONDITIONS I / REQUIREh1ENTS (LATCH & DEAD m o -N ao / REQUIREMENTS. 1. 1 4 BOLT STRIKES).- mo gg 1 o I \ 1 0 \ foo g ow a 4, STRIKE SCREWS INTO a <\ '� I Q SUBSTRATE (2 PER STRIKE o z I PLATE). SEE "FRAME 0 (nv 4 LT, /1. \ ":,€) ANCHOR REQUIREMENTS w \ w w I •HINGE SCREW INTO I TABLE" ON SHEET 1 FOR u.1HINGE SCREW INTO E^a 1 SUBSTRATE (1 PER •1 SCREW REQUIREMENTS s SUBSTRATE (1 PER Uo P HINGE). SEE "FRAME 9 (LATCH & DEAD BOLT HINGE). SEE "FRAME �g EDS ANCHOR REQUIREMENTS STRIKES). ANCHOR REQUIREMENTS =z .rtI • TABLE" ON SHEET 1 I ' TABLE"ON SHEET 1 crZ 6 m I FOR SCREW \ 1 FOR SCREW! a K.._..I• . ' REQUIREMENTS. •I REQUIREMENTS. \ '4z CO�ge 4-' O \\ I / ,-.. .� �a NgS \ 1 t..±0 &S " 0.3. Wz u2 _.- ,to 10 G N t.,'n JNTERIOR ELEVATION: INTERIOR ELEVATION: 690°gtiats®r ,was SINGLE DOOR WITH DEADBOLT LOCKING SYTEM SINGLE DOOR WITH MULTIPOINT LOCKING SYSTEM °+II ,44133.41.10- 4... , /SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" v~44.0 ''",�4. (FRAME SCREW & CLIP MOUNT CONDITIONS) (NAIL FIN MOUNT CONDITION) ..- :".•‘',2-‘".:kb. r a o a- o c .:0)CW 44, a01za t" .yp . ALLOWABLE DESIGN PRESSURE �. °N.� e Z `'e g - 2.' SEE FLORIDA (SINGLE DAPPROVAL eoO* La s9;, IBB ® so7,Ceor @ U °HAWING NO. REV. - 1774 B SHEET NO. . 2 of 8 OWN ON: CHECKED DY: WYI N. M.WS '''Dr; WR'. "19 09/73/11 MAX. FRAME WIDTH PER FLORIDA APPROVAL • o MAX. FRAME WIDTH (N.T.E. 86 7/8") PER FLORIDA APPROVAL - STRIKE SCREWS INTO SUBSTRATE (2 PER STRIKE m (N.T.E. 43 1/2") PLATE). SEE "FRAME ANCHOR REQUIREMENTS 6" MAX. 18" MAX. O.C. 6" MAX. TABLE" ON SHEET 1 FOR SCREW REQUIREMENTS 4 ID (SHOOT BOLT STRIKE.).- I 6"4, 6" COaa ® IIt 'S (r. �.——--—: V.— —:V ?I FRAME SCREWS OR ---- —- . —= o 6" MAX. ! / INSTALLATION CLIPS —y� $`t Q WHERE SHOWN. SEE r.\ 4 i • I>j / FRAME ANCHOR ` I I I REQUIREMENTS TABLE" 3 • •1 ON SHEET 1 FOR •POSTTE''-.• ® I d / 02 REQUIREMENTS. 4111 �INACTIVE� / �ACTNE� ® d 7 \ �� I -NAIL FIN OR / •I 3 � -FIN FASTENER WITHIN FRAME SCREWS OR w BRICKMOLD AND THEIR ,� STRIKE SCREWS INTO n 2" OF CORNERS & 5" I INSTALLATION CUPS a� z al ANCHORS IS OPTIONAL SUBSTRATE (1 PER rn \ WHERE SHOWN AT 0 0 \` TO 7" MAX. O.C. SEE !' �m w I & SHALL NOT ACT AS STRIKE PLATE). SEE 1.1 MEETING •STILE ENDS. w0 F m'-o F I ) "FRAME ANCHOR SEE "FRAME ANCHOR g Fo 0 A SUBSTITUTE FOR FRAME ANCHOR z REQUIREMENTS TABLE' • w o n n THE FRAME ANCHORS I REQUIREMENTS TABLE" REQUIREMENTS TABLE" a 7 SPECIFIED. NAIL FIN I ON SHEET 1 FOR ON SHEEP 1 FOR ON SHEET 1 FOR wg p zd a o 1). OR BRICKMOLD MAY SCREW REQUIREMENTS o REQUIREMENTS. REQUIREMENTS (CLIPS 0 M D a I /OR REMOVED WHEN (LATCH & DEAD BOLT aI ARE NOT APPLICABLE 418 n NS • a ci REQUIRED BY OPENING I ) a / AT SILL). 3 0w ro I / CONDITIONS STRIKES). < • w d w x I. •I 0 N 1 c~n� 0 - I I O Er.., b d a • \ : -c...,i el / � W 2 0, T I. \ I = \ / C I z� HINGE SCREW INTO I w HINGE SCREW INTO Uzz w 1a SUBSTRATE (1 PER I s SUBSTRATE (1 PERHINGEME / cc zo¢o^< P HINGEME ANCHOR REQUI. SEE REMENTS q ANCHOR REQ. SEE UIREMENTS NTS / °.? W a.l y 'g TABLE" ON SHEET 1 •I • TABLE" ON SHEET 1 �o'g 5 I FOR SCREW \ FOR SCREW \ az �z a; REQUIREMENTS. REQUIREMENTS. FEW Ip I i � --— \ - mur alk c2 i ago,,3D. I' 6" MAX. j - 8 3 aS < 1 STRIKE SCREWS INTO SUBSTRATE (2 PER 4 g41BIBBBB "' a SINGLE DOOR WITH INTER(OR MULTIPOINTELEVATION: LOCKING SYSTEM PER STRIKE KE PLATE WITH ADASTANDARD SEEL"FRAME INTERIOR DOUBLEELEVATION z S'e•QER• la.3.�e®®oo R SCALE: 3/4" = l'-O" ANCHOR REQUIREMENTS TABLE" ON SCALE: 3/4" = 1'-0" ��aSQ�,•°°�c" °..,%1X�'�s ca3 10 (FRAME SCREW & CLIP MOUNT CONDITIONS) (SHOOT1BFOR OLT STRIKE).TEW REQUIREMENTS (NAIL FIN MOUNT CONDITION) r.co: ' M o o% ,� ALLOWABLE DESIGN PRESSURE ®3 s a of z ALLOWABLE DESIGN PRESSURE z2�)za.?o: 3 (SINGLE DOOR) (DOUBLE DOOR)• �V>6• °�,1&'o SEE FLORIDA APPROVAL ss db"°"` tv,®0� ORAWMO N0. REV. SEE FLORIDA APPROVALd'e 4'1BttVW��O 1774SHEET 0 B 3 of 8 DRAWN IX CHOKED BY; WAN. MINS. PLD1: DATE MAX. FRAME WIDTH PER FLORIDA APPROVAL MAX. OVERALL FRAME WIDTH PER FLORIDA APPROVAL '"'E ""13/11 (WEE. 86 7/8") — - (N.T.E. 76 1/2) W 18" MAX- O.C.------- 6" MAX. 43 1/2"MAX. DOOR FRAME WIDTH-- STRIKE SCREWS INTO SUBSTRATE (2 PER STRIKE 3"3'3"3" PLATE). SEE "FRAME ANCHOR REQUIREMENTS 6" MAX.--- // - / 18" MAX. O.C.• / / // r MAX. • TABLE" ON SHEET 1 FOR SCREW REQUIREMENTS E (SHOOT BOLT STRIKE). j. 6" 6"J, 18" O "I 1 MAX. O.C. 6 - --9-'—7.- V v _•T .Z FRAME SCREWS 6" MAX. I �-- i 6 MAX 1 ' I I OP. INSTALLATION i a / 4 4 __® �4 4 CUPS WHERE SHOWN. SEE 1 \ 3PPOsnE I SIMILAR 1 '1\1 \/ %Sul� I "FRAME ANCHOR IINACTIVE� \ 'ACTIVE] C2 1 I REQUIREMENTS ® I / \ n I ® I FRAME SCREWS OR 7 d I.o. TABLE" ON SHEET / FRAME SCREWS OR •1 I• INSTALLATION CLIPS OPPOSITE .I 1 FOR n NAIL FIN OR I WHERE SHOWN AT REQUIREMENTS Z BRICKMOLD AND THEIR INSTALLATION CLIPS 11' MULLION ENDS. SEE rn WHERE SHOWN. SEE (CLIPS ARE NOT �2 z ANCHORS IS OPTIONAL "FRAME ANCHOR APPLICABLE AT o 0 L,1 1 & SHALL NOT ACT AS "FRAME ANCHOR I I REQUIREMENTS TABLE" I SILL). �p F W°'o REQUIREMENTS TABLE" •I I" ON SHEET 1 FOR •I o:N A SUBSTITUTE FORI-c�o . THE FRAME ANCHORS ON SHEET 1 FOR . I I REQUIREMENTS. I c a ��I <' J% SPECIFIED. NAIL FIN REQUIREMENTS (CUPS ^I 5 I / w o _z¢N OR BRICKMOLD MAY ARE NOT APPLICABLE w 111lI m U /BE REMOVED WHEN AT SILL). I _ LI (BRICKMOLD Eo gs I aNAIL FIN OR N� o I �' REQUIRED BY OPENING o AND �0 w �a I I CONDITIONS \ I 1 E } 1 4 THEIR ANCHORS w3 a o I 1 I IS OPTIONAL& v'1 '� SHALL NOT ACT o p 4 m I / •I m \ AS A SUBSTITUTE (3 .. b , I ♦ d b [� d FOR THE FRAME Nim`4d a n M • , ANCHORS y�j t rs I ® [le\ 1 m _ O° SPECIFIED. NAL a /'�''�""� .., FIN OR �i� a+ zUT HINGE SCREW INTO / f ` +' BE• ICKMOLD REMOVEO MAY z� SUBSTRATE(1 PER. WHEN REQUIRED z6 - El I• HINGE). SEE "FRAME / I • BY OPENING �o ' ten P ANCHOR REQUIREMENTS 4 F \ CONDITIONS 43z 6a. '0 "3 TABLE" ON SHEET 1 ` I FOR SCREW \ / I \ w� N- 1• REQUIREMENTS. •Id? F Z� \ \ 4- e \ \ ♦ e>>N�TTSo Bt 2 < WNz 3'sg 6 6 p l \ A 5'3c0 .1. 6" MAX. 6" MAX. z y kg s A STRIKE SCREWS INTO SUBSTRATE 4 4 ®°\P��,•°` ����d,• INTERIOR ELEVATION: INTERIOR ELEVATION: o , �,•..0 (2 PER STRIKE PLATE WITH :::c52:0' c rL 2 STANDARD SILL; 1 PER STRIKE DOUBLE DOORS SINGLE DOOR WITH SIDELIGHTS - F oi"i WITH ADA SILL). SEE "FRAME SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" .7..z:.0 r Z5g =„„...6 ANCHOR REQUIREMENTS TABLE" (FRAME SCREW & CLIP MOUNT CONDITIONS) (THIS ELEVATION IS APPLICABLE TO SCREW & CUP MOUNT INSTALLATION ONLY)'-':• .•-' c ON SHEET 1 FOR SCREW ®J> ., STRIKEREQUIREMENTS (SHOOT BOLT). ALLOWABLE DESIGN PRESSURE ALLOWABLE DESIGN PRESSURE '®®sbdb'�•••'0*°t►mZ 1 (DOUBLE DOOR) SEE FLORIDA APPROVAL (SINGLE DOOR WITH SIDELIGHTS) ���6/01 e �,�e®\ SEE FLORIDA APPROVAL MA we NO. RB . 1774 B SHEET NO. 4 OF 8 r 6W®Un. CXECXED 9Y; an: wrz SEE FL10354 FOR -+s oa/nen WINDOW APPROVAL& t IL YO WS ANCHOR REQUIREMENTS I I I AROUND WINDOW I ri 7 II II g I•I 1'i 'I II FRAME SCREWS OR PIj i INSTALLATION CUPS z 3•\ PILL--_ i 4 WHERE SHOWN AT __ __. MULLION ENDS. SEE 3"\ II "FRAME ANCHOR 3 1 REQUIREMENTS TABLE" Z P ON SHEET 1 FOR I 1I 'I 1 REQUIREMENTS. J z SITAIIAR I' / Slwlua w W I P / ® .1d EL z = I. / I OPPOSITE I rn 0 o r rn o w NAIL FIN OR O I- wN o g w Ovi,on7� t; AND THEIR CC z< I I ANCHORS IS OPTIONALcot 0 —- aj i {BRICKMOLD & SHALL NOT ACT AS W C / A SUBSTITUTE FOR THE �o S Nd a o w FRAME ANCHORS oa o / I SPECIFIED. NAIL FIN OR W3 a 4 w I? BRICKMOLD MAY BE w • c/ • REMOVED WHEN 0 .� o I REQUIRED BY OPENING w 6 o 1 CONDO-IONS F0 U m Ni\ I �a —s w= (DE I rn FRAME SCREWS OR 432 Eg eR' \ •I INSTALLATION CUPS — �a P \ WHERE SHOWN. SEEN $ \ 'FRAME ANCHOR ai bz 1" I. I REQUIREMENTS TABLE" 1-1.-gt I I \ I ON SHEET 1 FOR TnPm I. I •I REQUIREMENTS (CLIPS o II 17 • i 7 I ARE SNOT APPLICABLE `Ott®� ' r'2,, �RL� ��o�� .....„..: s' MAX. \ • i yv y`� m ,� a2 o ILL). 1 as ayFyi 11 -11 -_. s3'n ee Jc. o N 13W3 _934 d 1343 3W3'1 ��si O �0'�� a Is _JI .,0 �--43 1/2" MAX. DOOR FRAME WIDTH s0✓66 X,. j•o• F IL MAX. OVERALL FRAME WIDTH PER FLORIDA APPROVAL — ®'''114110/*/ b•°'••...w 0y a° w (N.T.E. 76 1/2") ALLOWABLE DESIGN PRESSURE �i`e'h SPR® �®e° q INTERIOR ELEVATION: (SINGLE DOOR WITH SIDELIGHTS &TRANSOM) ��ilOYi��9 SEE FLORIDA APPROVAL SINGLE DOOR WITH SIDELIGHTS & TRANSOM - oRAwING NO. Rw. (THIS ELEVATION IS APPLICABLE TO CLAD FRAME DOORS WITH SCREW & CLIP MOUNT INSTALLATION ONLY) 1774 B SHEET NO. SCALE: 3/4" = 1'-0" 5Or 8 SUBSTRATE BY OTHERS PER FIN FASTENER STRIKED0.:"�' `N:,".°""' STRIKE SCREW FRAME PANEL DOOR 'TX' s -FRAME ANCHOR REQUIREMENTS PER ELEVATION SCREW PER OPERABLE DOOR SCREW PER SUBSTRATE BY OTHERS PER ::*; 1 w& PER ELEVATION , „nu TABLE SEALANT BY OTHERS ELEVATION ELEVATION "FRAME ANCHOR .. NAIL1S TABLE SEALANT BY OTHERS S BEHIND FIN EREVATIONR PER .•, REQUIREMENTS O �.��':.+.�:' OD ..i...:....1;, .. �'` NAiI FlN 3/8° MAX. ' Nal FlN 3/8" MAX. ' / '::...7.•.-......':'..'.',.',:',...i:'::': -c?:, 8 SPACE SHIM AT rllt SEALANT BY r EACH ANCHOR SEALANT s BEHIND EXTERi:R1 _f siorgici yJ NAIL FIN all 1.--11 SEALANT — ' "'fli'i! ltaFIN FASTENER .. ` SEAL SPACE W4TH Z 0. 1� I\ BY OTHERS �� i SEALANT PER ELEVATION LOYI t7CPANSION o s FOAM AROUND n - f BY OTHERS `11 4 PERIMETER OF �• �' 1EXTERIOR i 1 DOOR FRAME HEXTERIO� SUBSTRATE BY—•=. OTHERS PER ii g SEAL SPACE WITH LOW SEAL SPACE WITH LOW FRAME ANCHOR , EXPANSION FOAM AROUND EXPANSION FOAM AROUND REQUIREMENTS • lay PERIMETER OF DOOR FRAME PERIMETER OF DOOR FRAME TABLE" ��+1i+em'1 in• _ w"i 1». W HINGE SCREW .,•,.�, I I CT z SECTION 8 SECTION A2 PER ELEVATION 1 X00 0 La,0 x SCALE: 1/2 FULL i SCALE: 1/2 FULL 6 p 7N o 0 Ci (NAIL FIN MOUNT) w FRAME SCREW MOUNT SHOWN. SEE DETAILS ON SHEET 3/8" MAX. SHIM �w a N n I s FRAME WIDTH----- 1 g PE z W _FOR DIRECT MOUNT & CUP MOUNT DETAILS._ AT EACFI HINGE SCREW m 0 SECTION do o mg I SCALE: 1/2 FULL e `gyp w oa UD (NAIL FIN MOUNT) N a FIXED PANEL DOOR oP FRAME/SILL SCREW ff.E-21021 ER0i 8 A fl - 1 PER ELEVATION N� ��';� OTHERS m I . _ SEALANT BY t 1 z m �,� �'' OTHERS =o F2,0 m z w ^'..:. aa�m� 412 z c'; 1/4" MAX, +;: ` 'SUBSTRATE �•.. .• �;...;:..;.'.' • iN 8,., SHIM �� BY OTHERS L 1/4" MAX. 'y : SUBSTRATE BY OTHERS az �z R OR GROUT I PER "FRAME SHIM 1 + PER "FRAME ANCHOR 1E,.- W J REQUIREMENTS TABLE' o., OPERABLE DOOR STRIKE SCREW ANCHOR OR GROUT ,, . B a. PER ELEVATION REQUIREMENTS FRAME/SILL SCREW g 0 FRAME/SILL SCREW TABLE" STRIKE SCREW PER ELEVATION 3 ' 0 PER ELEVATION PER ELEVATION SECTION SECTION 8 � SCALE: 1/2 FULL 0 SCALE: 1/2 FULL 0 ws,s:FVa aa� r' W ,p ri Z VZ COM %.'T91:.•�: o P. a• - NAIL FIN & BRICKMOLD IS NOT SHOWN _3 I, a l••z z w BUT MAY BE USED IN ADDI11ON TO • '2�? 4.1 ; . a ANCHORS SHOWN. 'b^_,, 5 g CLAD FRAME SHOWN. WOOD ONLY 1110 44:/.."”.."0.(C'�P ® .t! DRAWING NO. REV. FRAME ALSO APPLIES. 1774 B r O. 6 of 8 • DRAWN BY: CHECKED BY: xflY VI NS ALM: DRDE: SEALANT BY OTHERS SEALANT BY OTHERS 1.2 - mi'v,, SEALANT BY OTHERS _ SUBSTRATE BY '., VI ` :..;r. Nvl FlN '.. :'., OTHERS PER ..r.. a"�'�� ',..:._� . F��:;:.:.'.''. ., t... • . . *�':.'':" SUBSTRAIF. BY "FRAME ANCHOR•'''''...'.• ...... SEALANT BY 1I± EXTERIO1 OTHERS BEHINDFIEL SEAL SPACE WITH SPACE WITH LOW11' rim ME SCREW PER ,VIII a♦ �� EXPANSION FOAM z ELEVATION • AROUND PERIMETER SCREW PER • AP,OLtND PERIMETER OF ; ELEVATION OF DOOR FRAME DOOR FRAME L_JI , SUBSTRATE BY I 1 • OPERABLE $ OPERABLE .�-y OTHERS PER �•,,DOOR FRAMEw og • I,I, FRAME ANCHOR - •�,F'•.s. ' SCREWF ERESCREW PF.R _ ��ill CI REQUIREMENTSELEVATIONr.r ll imm ja ig aarrwrr TABLE" of a•' wrwrc ::.: ELEVATION NJ HINGE SCREW h ` lir�___ S 3 z ,... STRIKE SCREVd If•H� STRIKE SCREW ¢u1 PER ELEVATION I I PER ELEVATION PER ELEVATION �o F no,o [� tii�p QQ d� �N 0 3/8" MAX. SHIM ow a vjP' t J FRAME WIDTH E �¢ AT EACH ANCHOR 3/8" MAX. SHIM - --•FRAME WIDTH 3/8" MAX. SHIM CO 0 ¢`- SECTION —FRAME WIDTH----- - AT EACH STRIKE SCREW AT EACH ANCHOR Mp Mg I SCALE: 1/2 FULL ® SECTION , SECTION , �o S 0'"' up FRAME SCREW MOUNT SHOWN. SEE DETAILS ON SHEET SCALE: tJ2 FULL ® SCALE: 1/2 FULL i� a •--0- ___ 8 FOR DIRECT MOUNT & CLIP MOUNT DETAILS. (NAIL FIN MOUNT) N� FRAME SCREW MOUNT SHOWN. SEE DETAILS ON SHEET `�o"tt2cv 8 FOR DIRECT MOUNT & CLIP MOUNT DETAILS. MU 6 tn4 i NAIL FIN & BRICKMOLD IS NOT SHOWN �a coo BUT MAY BE USED IN ADDITION TO i Zm ANCHORS SHOWN. Z Fto . Up WQQ <2 ZU z�N CLAD FRAME SHOWN. WOOD ONLY xz Za,,b FRAME ALSO APPLIES. g'f' waz 3.4 • az L.iE 15 23 aNN o a AZ �,o efq:a Tr O O%�d §:U .I' J al.z G Gq z o^y Sd d Fa.. v0,zg w E1 aJ�S, Z• d+Q•Q Q 'A#''6ata PAO, ,', DRAWING NO. HOP 1774 B SHEET NO. 7 or 8 • • • COM.BY: g1ELKE0 AY: INSTALLATION CUP SCREW PER INSTALLATION CLIP SCREW PER STRIKE OR HINGE SCREW PL1n:11LL w11 1 STRIKE OR HINGE. "FRAME ANCHOR REQUIREMENTS "FRAME ANCHOR REQUIREMENTS PER ELEVATION 09/13/11 SCREW PER TABLE" (2 PER CLIP). ANGLE SUBSTRATE BY OTHERS TABLE" (2 PER CLIP ANGLED 15 TO ,-SUBSTRATE BY OTHERS PER ELEVATION SCREW 20-30' WHEN INTO WOOD PER "FRAME ANCHOR 20 DEGREES IF NECESSARY TO MEET "FRAME ANCHOR o SUBSTRATE. REQUIREMENTS TABLE" EDGE DISTANCE REQUIREMENTS) REQUIREMENTS TABLE" 3/8" MAX. Ill SHIM AT CLIP '' 1/4" MAX. t, .. �� - 3/8" MAX. i• • SHIM AT CLIP �101110"- ,�. met :.ly_ `� o 1 ,�`;; 30' SEALANT .:— t SEALANT 6 1 © A41111BY OTHERS © BY OTHERS Z INS'IALIATION ' TERICWI INSTALLATION = I'Eh CLIP i �ERIOR La SEAL SPALOW NO.NO. 8 X 3/4" WITH LOWCEWITH -NO. 8 X 3/4" EXPANSION SCREW (2 PER CLIP) w EXPANSION SCREW (2 PER CUP) J m z FOAM AROUND FOAM AROUND air z f PERIMETER OF a PERIMETER OF DOOR FRAME DOOR FRAME NAIL FIN & BRICKMOLD IS NOT SHOWN ono F w:.28 STANDARD INSTALLATION CLIP DETAIL I ALTERNATE INSTALLATION CLIP DETAIL BUT MAY BE USED IN ADDITION TOW oo 0 (HEAD SECTION SHOWN, SIDES ARE INSTALLED THE SAME. (HEAD SECTION SHOWN.SIDES ARE INSTALLED THE SAME. ANCHORS SHOWN. 0, z¢ INSTALLATION CLIPS DO NOT APPLY AT SILL) INSTALLATION CUPS DO NOT APPLY AT SILL) m •c0 ,. (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) CLAD FRAME SHOWN. WOOD ONLY t.,.. --n 5 1 '8 Sow FRAME ALSO APPLIES. w3 a -a I j41 ~� 0.024 I �--1.703 H w o� 1.472 2t M5 SUBSTRATE BY ♦ Q CONTINUOUS WOOD MEMBER LESS IN THICKNESS 1.903 OTHERS PER *j ; ;,- THAN A 2X_ BUCK TO BE MIN. 4 1/2" DEEP �k 0.024 NQ "FRAME ANCHOR s r i (NOT REQUIRED WHEN SHIM SPACE IS WITHIN ®NAIL FIN �a (3003 H-14 coo REQUIREMENTS S i 5'. ALLOWABLE DIMENSIONS SHOWN IN SECTIONS). 1.539 I ?8 ALUMINUM) =Z X10 TABLE= >:.•:m .. ....._ • oo w •o :. .,. .:' 11 Oj DRIP CAP NAIL FIN �Z w� m —. l, .2 Z._..oRv WWII $ (3003 H-14 ALUMINUM) c� c� .dp ��G'�- �3 dI Z Z i OSII1 SEALANT w I z o& _ BY OTHERS a? F 0 -..__`kW, _ J.u i STRIKE OR HINGE ,r ERIOR 6.187 TO 8.187 — '�_ pc., 'ma SCREW PER A . '-n "FRELEAME ANCHORN & FIXED PANEL { o o o o o~ 1 2 3o "FRAME REQUIREMENTS OPERABLE DOOR DOOR FRAME g B, '^I TABLE" FRAME SCREW SCREW PER 0 0 O 0 0 0 0+ 1.875 000011111A///a0 W _-.-. PER ELEVATION ELEVATION & I o�00s.EB *43 0000 En d & "FRAME FRAME ANCHOR o 0 0 o 0� ` .1%)A, 00 " s 00 N ANCHOR REQUIREMENTS w V •tl •"S<010 o Qy 0_ REQUIREMENTS TABLE" ..y • F TABLE" BENT PORTION OF CUP MAY BE SNIPPED OFF 0.052 J .. •u `e-& • ,F--1 F �� OPTIONAL DIRECT MOUNT DETAIL IF REQ'D FOR PLACEMENT TO DOOR FRAME. -Z .- d °T 0:-. P 'W "•mss �.� .s. v za TO SUBSTRATE WITH SPACER 0 FRAME INSTALLATION CUP o�6..•.,•••••1O•••••.,r��,�. (HEAD SECTION SHOWN; SILL& SIDES ARE INSTALLED THE SAME) 150 K,�LEEEL) oois'�-... .--co, 5. (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) //////1111110% .ORAWINH No. REV. 1774 B SHEET NO. 8 of 8 • Nvk',.',.;, A 'It- *:4, 44,44ANittkLusa.".•,,,,,, ,*. ,, 'k,Z,i1:44.,"*N:: 4,'i.•'.44?""'VI:‘,.:--, '': • \ ,t4r<:. kkelk 4;4:*** 11 4'44.i ..iiiitiPk4 ''',.‘4,,„ BCIS Home I Log In € User Registration f Hot Topics C Submit Surcharge ; Stats&Facts I Publications FBC Staff BCIS Site Map I Links Search [ d Fi'''da r ( Product Approval ^;3 USER:Public User .W.8,47UM Product Approval Menu>Product or Application Search>Application List>Application Detail 'y FL16811-R1 Application Type Affirmation Code Version 2014 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 Joe Hayden Sandi Robinson pellaproductapproval@pella.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturers Association Validated By Terrence E.Lunn,PE Validation Checklist- Hardcopy Received Referenced Standard and Year(of Standard) Standard Yg r AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 Equivalence of Product Standards Certified By I 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. Documentation from approved Evaluation or Validation Entity Yes No N/A Product Approval Method Method 1 Option A Date Submitted 01/30/2015 Date Validated 01/30/2015 Date Pending FBC Approval Date Approved 02/01/2015 Summary of Products FL# Model, Number or Name Description 16811.1 250 Series Fixed Window 108"x 60"vinyl non-impact single window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16811 R1 C CAC CCL 411-H-1460.08 .09.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/10/2021 Design Pressure: +30/-30 Installation Instructions Other:Configurations of glass shall conform to the current FL16811 R1 II 1866,Ddf ASTM E1300 standard and shall be safety glazed when Verified By: Warren W. Schaefer P.E.44135 required by FBC section 2406. Created by Independent Third Party: Yes Evaluation Reports • Created by Independent Third Party: ( 16811.2 • 250 Series Fixed Window 72"x 72"vinyl non-impact single window Limits of Us' Certification Agency Certificate •pprove• or use in HVHZ: No FL16811 RI C CAC CCL 411-H-1460.02 .03.pdf Ap• • ed for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/10/2021 Design Pressure: +30/-30 Installation Instructions Other:Configurations of glass shall conform to the current F11.6811 RI II 1866.pdf ASTM E1300 standard and shall be safety glazed when Verified By: Warren W. Schaefer P.E.44135 required by FBC section 2406. Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: 16811.3 250 Series Fixed Window 60"x 60"vinyl non-impact single window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No •; e • -■- '.1 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/10/2021 Design Pressure: +50/-50 Installation Instructions Other:Configurations of glass shall conform to the current FL16811 R1 II 1866.pdf ASTM E1300 standard and shall be safety glazed when Verified By: Warren W. Schaefer P.E.44135 required by FBC section 2406. Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: 16811.4 250 Series Fixed Window 96"x 72"vinyl non-impact multiple window system Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16811 R1 C CAC CCL 411-H-1460.12 .13.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/10/2021 • Design Pressure: +30/-30 Installation Instructions Other: Configurations of glass shall conform to the current FL16811 Rl II 1866.pdf ASTM E1300 standard and shall be safety glazed when Verified By: Warren W. Schaefer P.E.44135 required by FBC section 2406. Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Back Ma 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: 771 r mat tsri< l Carf Safe sec uritvm Rocs' GENERAL NOTL'.S• THESE ORAWINOS FRE APPLICABLE ONLY TO THE PRODUCT ORwN 1W STOUTER er. I. ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE MATERIAL SPECIFIED.THEY MAY NOT BE USED FOR THE ASSEMBLY WALL W.Y.S. SHALL BE BEYOND WALL FINISH OR STUCCO. AND/OR INSED FORON OF ANY OTHER PRODUCT NOR MAY PLO'; WE 2. OPENINGS,BUCKING&BUCKING FASTENERS MUST BE PROPERLY DESIGNED&INSTALLED TO TRANSFER WINO LOADS TO THEY BE USED T PROD AND/OR LOCAL MANUFACTURER -Is GTlR•/1� OF TES ON THESEST NOT NGSUCED BY THE THE STRUCTURE. STATED DRAWINGS, 3. THESE NON-IMPACT RATED WINDOW SYSTEM INSTAUATIONS ARE IN ACCORDANCE WITH AND MEET THE REQUIREMENTS OF $ THE FLORIDA BUILDING CODE(FRC). 4. ALL ANCHORS SECURING WINDOW FRAME TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE CAPABLE OF — RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD. FOR MAX. FRAME LONG DIMENSION, SEE SINGLE WINDOW 5. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR SIZE/PRESSURE TABLE ON THIS SHEET MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE CHAPTER 20. 6. TO THE BEST OF OUR KNOWLEDGE,THE WINDOWS SHOWN HEREIN ARE CERTIFIED&QUALITY ASSURED BY A FLORIDA m z STATE APPROVED CERTIFICATION/OA ENTITY&SHALL BE LABELED IN ACCORDANCE WITH THE IBC AND THE 9N-3 FLORIDA Q BUILDING COMMISSION SPECIFICATIONS. WINDOW ASSEMBLY IS NOT PART OF THIS DRAWING AND SHALL BE IN ACCORDANCE E WITH THE MANUFACTURERS QUALITY ASSURANCE SPECIFICATIONS&TESTING REPORTS. 7. CERTIFICATION OF THESE WINDOW INSTALLATIONS SHALL BE CONSIDERED VOID IF ANY OF THE FOLLOWING APPLY:1) o THEY ARE INSTALLED WITHOUT A BUILDING PERMIT FROM THE APPUCABLE LOCAL BUILDING DEPARTMENT. 2)IF THEY ARE INSTALLED BY ANYONE OTHER THAN A UCENSED CONTRACTOR EXPERIENCED WITH WINDOW INSTALLATIONS. 3)IF CHANGES /7:// a ,�� HAVE OCCURRED TO THE PRODUCTS CERTIFICATION EN RYS CERTIFICATE THAT CAUSE THESE INSTALLATIONS TO BE i! INCORRECT OR INCONSISTENT WITH WHAT HAS BEEN TESTED. w - & THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR IN THE PRODUCTS CERTIFICATION SHALL CONTROL • FOR THE INSTALLED WINDOW. .LU g I I I B.THESE DRAWINGS CERTIFY THE WINDOW INSTALLATION ONLY. WATER PROOFING OF THE INSTALLED WINDOWS IS NOT PART 2, SIMILAR SIMILAR OF THIS INSTALLATION CERTIFICATION. THAT RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER VOR INSTALLER. A N • o ALO O INSTALLATION EVALUATION IS BASED ON APPUCABLE ANCHOR STANDARDS AND/OR INFORMATION&RESULTSW 0 FROM APPUCABLE TEST REPORTS. THE FLORIDA BUILDING CODE VERSION CONSIDERED ROTH THE K N x Z Z EVAUMTION WAS THAT IN FORCE AT THE TIME OF THE EVALUATION. DL THE EVENT OF CODE VERSION S N r �+ F w rn O CHANGES/UPDATES OR IN THE EVENT THAT NEW OR ADDITIONAL TESTING IS COMPLETED ON THE co+y Z U N o REFERENCED PRODUCT,PRIOR TO STATING CODE COMPLIANCE WITH THE STATE,THE MANUFACTURER SHALL 0 0 A�CC p O0 CONFIRM WITH THE INSTALLATION EVALUATION ENGINEER OF RECORD THAT THE INSTALLATIONS SPECIFIED w oFIN FASTENER WITHIN 2" OF CORNERS & 4 1/2" ¢ 0 A) I HERE-IN ARE CURRENT WITH THE THEN CURRENT TESTING,CODE AND APPUCABLE STANDARDS. Z n. 6. 3 MAX O.C. WHEN JOB REQUIRED DESIGN PRESSURE . • m FY Z 5�, ' L.1 IS OVER +/-30 PSF; 9" MAX. O.C. WHEN JOB I (pig m REQUIRED DESIGN PRESSURE IS +/-30 PSF OR p <sN � FRAME ANCHOR REQUIREMENTS TABLE C N LESS. SEE "FRAME ANCHOR REQUIREMENTS TABLE" Z d 0 a o ON THIS SHEET FOR REQUIREMENTS. OPPOSITE8 OPENING TYPE FRAME/CLIP/NAIL FIN TO MINIMUM MINIMUM La ,_ (SUBSTRATE) OPENING FASTENER'TYPE EMBED EDGE DIST. ® s " (1) FRAME SCREWS • • 6 1, MIN. 2X4 WOOD FRAME OR BUCK _ — U a (MIN. GR. 3 & G=0.55) • NO. 10 SMS OR WOOD SCREW 1 1/4" 3/4" • Q c EXTERIOR ELEVATION; ce MIN. 18 GA. 33 KSI METAL STUD NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" SINGLE WINDOW w , MIN. 1/8"THK A36 STEEL NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2' SCALE: 3/4" = 1•-0" x ZOO MIN. 1/8"THK 6063-T5 ALUM. NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" _ (NAIL FIN MOUNT CONDITION) • ° m MIN. C-90 CMU OR 2500 PSI CONCRETE (2) 1/4" CONCRETE SCREW 1 1/4" 2" • in. (1) INSTALLATION CLIP SCREWS ALLOWABLE SINGLE WINDOW . e� MIN. 2X4 WOOD FRAME OR BUCK SIZE/PRESSURE TABLE ] �D.=4Sd NO. 10 SMS SCREW 1 1/4" 1/2" E 6.8.11,7 (MIN. GR. 3 & G=0.55) . MAXIMUM MAXIMUM ALLOWABLE MIN. 18 GA. 33 KSI METAL STUD NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" FRAME FRAME . PRESSURE LONG SHORT + - PSF) p CJS 5=-g • MIN. 1 /8° THK A35 STEEL NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" DIMENSION DIMENSION ( / ^8 gNz§ 2 MIN. 1/8"THK 6063-T5 ALUM. NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" (IN.) (IN.) s z §i P 2500 PSI CONCRETE (2) 1/4° CONCRETE SCREW 1 1/4° 2" c 5 .,1 108 60 30 (3)NAILING FIN FASTENERS 72 72 30 9ayeF+hasp, - a� A p/ NL o " //` Li MIN. 2X4 WOOD FRAME OR BUCK NO. 8 SMS SCREW 1 3/8" 1/2" 60 60 50 ,<? ...,,.• �A s/ �r (MIN. GR. 3 & G=0.55) 1. LONG DIMENSION MAY BE ....v. /� z MIN. 2X4 WOOD FRAME OR BUCK 1 3/8" 1/2" HORIZONTAL OR VERTICAL •�G��,yw "• ej"A F'\ C o (141N. GR. 3 & G=0.55) 11 GA. ROOFING NAIL .z d _ _ m MIN. 1/8°THK A36 STEEL NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" u �'' `Vo 2-•E `� •W MIN. 1/8"THK 6063-T5 ALUM. NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" ALTERNATE ANCHOR/SUBSTRATE EVALUATION NOTE °.� ".t cm`s .. \ (1)FRAME AND ALL ALTERNATE ANCHORS IN THEIR SPECIFIED e (2)CONCRETE SCREWS�SHALL TION CBE ELCO UP OULTRACONS (C.S.), LCO CRETE-FS SHALL BE A PAN OR HEX LEX C(SES.), 11W WITH SUBTTRHERSAPP C BHAVE ELE TANDN YARD(S)AND AREZED IN A FOUND NCE •.b,14�"-0\10.�`�~ DRAWING NO.FILM. RAMSET/RED HEAD TAPCONS (C.S. OR S.S.) OR HILTI KWIK-CON II (C.S OR S.S.).'' . TO BE EQUIVALENT TO OR STRONGER THAN THE .1 1866 I (3)WHEN SCREWS ARE USED WITH THE NAIL FIN, THEY MUST BE A WAFFLE HEAD SCREW OR HAVE ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. SHEET NO. A FLAT WASHER AT THE SCREW HEAD. 1 OF 4 OZ,JIN UI: BYBBIYE➢6I: 1IPx w.us. PEGI: CER: ,-le oya/u k FOR MAX. FRAME LONG DIMENSION, SEE SINGLE WINDOW SIZE/PRESSURE TABLE ON SHEET 1 4" MAX.— —4" MAX. ¢¢ O 5 4 ___Li V V V V 4" MAX. D 4q00 Lal i,, FRAME SCREWS WHERE SHOWN AT ALL B w SIDES. SEE "FRAME ANCHOR o= p REQUIREMENTS TABLE" ON SHEET 1 FOR q in SIMILAR REQUIREMENTS. (NOTE THAT WHEN JOB sink o 30 �_w A2 REQUIRED DESIGN PRESSURE IS OVER 03 c:i w L_, 44 d +/-30 A FRAME FILLER MUST BE USED 0 v' z z it N m AT EACH FRAME SCREW, SEE SHEET 4 a 3 0 o,o 22. Z D FOR PART DETAIL) q v v N o o° cnoo o • aN� W 0 41 g g Z a N U �n E3� m z � w~ o g N w v Z p q N zQ aop_,p my w K OPPOSITE '.�•:••"af'. o D A2 j t•/ o ' • 4" n n o U A A A A o MAX.M o g EXTERIOR ELEVATION; X �o SINGLE WINDOW m= 1' zc m SCALE: 3/4" -0" (FRAME SCREW MOUNT CONDITION) z 32,f „ cn ZN cN fns h c s'•..‘ 4q...,,1,4),',l i e.a.i"r."t„ `'PSG ..:Tu * IMII UU 'ter,,,• 3 -•b• i Poi DRAwoNO NO. NEV. ”' 1866 SHEET NO. 2 or 4 PRANK BY; CHEMED BI: NAY •.MA P f: WIC �-Ie mmVu 5 ---- - 96" MAX FRAME LONG DIMENSION 3 33'3' 96" MAX FRAME LONG DIMENSION 4" MAX.— r 12" MAX. O.C. j" ',' t 12" MAX. O.C. —4" MAX. s --)741,1/- v I �_ E. 1vv o 0 • / / 1, • • ' 4 j \\V I. j 4 4• 4" MAX. • I f FRAME SCREWS WHERE SHOWN AT SIDES AND HEAD. SIMILAR • SIMILAR • D SEE "FRAME ANCHOR 4 z CLUSTER FIN FASTENERS AT z e • MEETING RAIL ENDS SUCH 0 • d o REQUIREMENTS TABLE" ON 3 z THAT THERE ARE A TOTAL OF z SHEET 1 FOR o _m 5 POSITIONED AS SHOWN• . REQUIREMENTS. Z z FIN FASTENER WITHIN 2" I SEE "FRAME ANCHOR I. / . F N o OF CORNERS & 9" MAX REQUIREMENTS TABLE" ON SIMILAR D ©SIMILAR a a Rvonj o SHEET 1 FOR REQUIREMENTS. a = O.C. SEE "FRAME = A2 G. z 3 m w ANCHOR REQUIREMENTS w 4 4 v 1 .3,-1) TABLE" ON SHEET I FOR z 7 N_,a LL REQUIREMENTS. • p 4 z W o a I O a • • W INSTALLATION CLIPS r. , LN. WHERE SHOWN AT SILL. ek, • , • P SEE "FRAME ANCHOR 4 L' REQUIREMENTS TABLE" ON • I OPPOSITE • SHEET 1 FOR I o f Ca REQUIREMENTS. le 111> j 4 � zc ' .. - 4" MAX. g • . . . . • u IJ u ( u uu u u -41- Z6 A EXTERIOR ELEVATION: 4" MAX.---1 I 12" MAX. O.C. I4"�4"�4"�4"� 12" MAX. O.C. I ,-4" MAX. wnz•3 MULTIPLE WINDOWS IN ONE FRAME sa, SCALE: 3/4" = 1'-0" EXTERIOR ELEVATION: w z�1i (NAIL FIN MOUNT CONDITION) ALLOWABLE DESIGN PRESSURE MULTIPLE•WINDOWS IN ONE FRAME o �5"-gi (MULTIPLE WINDOWS IN ONE FRAME) SCALE: 3/4" = 1'-0" va EDN§m +/-30 PSF (FRAME SCREW AND CLIP MOUNT CONDITION) i ,� z 3 U t Bias ,'..., 1. MULTIPLE MAY BE HORRIIZONTAL OR VERTICAL PROVIDING UNIT SIZES ARE RESTRICTED AS SHOWN IN THIS ��',...""""""'°....4%..4p gg�1 ELEVATION. ;:.T•�. Lo4 3 N wg 2. IF VERTICALLY STACKED, THE MANUFACTURER &/OR INSTALLER SHALL INSURE THAT THE DEAD LOAD 'U rp.m O p� • •aM 10 WEIGHT OF THE ABOVE WINDOWS CAN NOT CAUSE UNDO FAILURE TO THE BELOW WINDOWS. •'-:•`- d�t' w �z 3. THERE IS NO LIMIT ON THE NUMBER OF WINDOWS THAT MAY BE COMBINED IN ONE DIRECTION INTO ONE o e1• -¢ 0:. m';a OPENING PROVIDING THE OPENING IS DESIGNED TO SUPPORT ALL LOADS TRANSFERRED FROM THE WINDOWS & '.) �' G 4;:.-,. THEIR MULLIONS. .'JCS'• :',...`4.....,,p... �G' v yyPh� 4w - /14 -ix I*, ‘'... DRAWING NO. REV. 1866 SHEET NO. 3 or 4 • DRAWN W/: CHECKED WC FIN FASTENER PER FRAME SCREW PER wn.0 W.ws nm: wre ELEVATION ELEVATION x mnuii. SUBSTRATE BY SUBSTRATE BY SUBSTRATE BY SEALANT BY OTHERS OTHERS PER FRAME SCREW OTHERS PER SEALANT BY OTHERS OTHERS PER k BEIIIND NAIL FIN "FRAME ANCHOR PER ELEVATION "FRAME ANCHOR BEHIND FRAME FLANGE "FRAME ANCHOR 6 ,; "" REQUIREMENTS s ,,; REQUIREMENTS s .;,. REQUIREMcNTS - i' TABLE" V TABLE" TABLE" s A • 4 • � 1/4" MAX. /4" MAX. SHIM � � � 1/4" MAX. SHIM k ,PACE T EACH ANCHOR z'. : AT EACH ANCHOR SEALANT BY N. �3r vYx ]��.a;a 8 / �raC',m%f Q■pl♦ { SEALANT BY OI♦IEr1K?.; { J CS■ `�i1,150 OTHERS I OTHERS / I SEALANT OTHERS v LON, NEXTERIOR, jr ,��� Z ©O �,' �� Z �0 SEAL SPACE WITH w �D SEAL SPACE WITH w IEXTERIOR 1 SEAL SPACE WITH w LOW EXPANSION o - LOW EXPANSION o LOW EXPANSION o IF.XTERIORI I FOAM AROUND w 0 FOAM AROUND w O FOAM AROUND w o PERIMETER OF FRAME ELLER PERIMETER OF FRAME FILLERIII PERIMETER Of WINDOW FRAME WINDOW FRAME WINDOW FRAME z z SECTION m I SECTION 1 ALTERNATE SECTION O 3 F w SCALE: 3/4 FULL © + SCALE: 3/4 FULL SCALE: 1/2 FULL 4 ¢ o,,, ,L1 (NAIL FIN MOUNT) (FRAME SCREW MOUNT CONDITION) (FRAME SCREW MOUNT CONDITION WITH FLANGE) 8,,,..gs� 4 CONTINUOUS WOOD MEMBER LESS 0.604 0.604--I — 0.375 Z W 1 IN THICKNESS THAN A 2X_ BUCK o -r-- TO BE FAIN. 3 1/2" DEEP (NOT ♦ 0.860 0.500 w s SUBSTRATE BY s y E�3 t x Q1,• REQUIRED WHEN SHIM SPACE IS i OTHERS PER r SEAL SPACE WITH = 0.059 c� �; IEXTERIOR I WITHIN ALLOWABLE DIMENSIONS 2.485S. III LOW EXPANSION S "FRAME ANCHOR Oj FRAME FLANGE r- w SHOWN IN SECTIONS). REQUIREMENTS 3.000 v FOAM AROUND = f.. (RIGID PVC) I w .. :•-./fs SHIM AS REQ'D TO E6- Limn PERIMETER OF w '•,'. ". :t, TABLE" SUPPORT & ALIGN fL=7D WINDOW FRAME © 1 :•;•!!.'i g • ��� Q WINDOWII 'T��� 0.059 0.500 la co INSTALLATION SEALANT BY n i`rU T OFRAME RANGE M zm . - Al CLIP OTHERS .a !i] (RIGID PVC) I re SEALANT BY C�•0 OTHERS *7 �, � 1.325 oa z K --I1020f---;en 1/4"XSE 0293 TCK3" AIREMENTS 3 INSTALLATION CLIPFRAFILLER LONG SHIM • TABLE" ®FRAME FILLER (RIGID PVC) e., v,00m ;:.:.,'':';:.'•'�;' _ :_�: :'•.',' AT EACH CLIP (RIGID PVC) z SUBSTRATE BY OTHERS INSTALLATION CLIP SCREW PER OPTIONAL DIRECT MOUNT DETAIL _ N3$ PER "FRAME ANCHOR 'FRAME ANCHOR REQUIREMENTS (NOTE THAT WHEN s REQUIREMENTS TABLE" TABLE" (2 PER CLIP). TO SUBSTRATE WITH SPACER JOB REQUIRED o 834'1 SECTION O (HEAD (D(DIRECTSECTION OUNTSHOWN; CONDITION ES NOT INSTALLED APPLICABLE AT SILL)) ISDESIGN OVERPRESSURE A w•w,¢.-k ki3 �fij SCALE: 3/4 FULL 4 (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) BEE USEDFRAME LATREACH MUST ;'��' .........................? ' �., (INSTALLATION CLIP MOUNT CONDITION) FRAME SCREW) : :4, m_ li••e Lo s:;N 'et. -•Stu 'It-Fs'r ILI Q% .K2 CD ••6• sYl i'fin,.-" DRAWIHC No. REV. 1866 SHEET H0. 4 OF 4 • 'z wa \t �. a 1 xt�7 Ov Ar �� 'eteg'tiatineguAt• 0 $'me q . P BCIS Home Log In User Registration ! Hot Topics 1 Submit Surcharge s Stats&Facts 1 Publications i FBC Staff BCIS Site Map^I Links'<! Search Florida # ai Product Approval .',,T-f::;';',:,-,,,..:,..i r x .'. ,. USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail evi e '� � FL# FL16812-R2 '''" Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived <i Product Manufacturer Pella Corporation Address/Phone/Email 102 Main St. Pella,IA 50219 (641) 621-6096 pellaproductapproval@pella.corn 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 Pat Bortscheller Address/Phone/Email 102 Main Street Pella,IA 50219 (641)621-1000 PJBortscheller@pella.com Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturers Association Validated By Terrence E. Lunn,PE d= Validation Checklist- Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 AAMA/WDMA/CSA 101/I.S.2/A440-11 2011 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 03/09/2016 Date Validated 03/10/2016 Date Pending FBC Approval Date Approved 03/17/2016 Summary of Products _ s L 4068-12:1 Model,Number or Name Description 16812.1 250 Series Single Hung Window 36"x 63"vinyl non-impact single window i ' of Use Certification Agency Certificate Approved for use in HVHZ: No FL16812 R2 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 FI_16812 R2 II Drawing 1867.pdf ASTM E1300 standard. Verified By: Warren W. Schaefer P.E.44135 Created by Independent Third Party: Yes Evaluation Reports FL16812 R2 AE Drawing 1867.pdf Created by Independent Third Party: Yes 16812.2 250 Series Single Hung Window 48"x 84"vinyl non-impact single window with fully reinforced stiles&rails Li i s of Use Certification Agency Certificate Approved for use in HVHZ: No FL16812 R2 C CAC CCL 411-H-1462.08 .09.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 FL16812 R2 II Drawing 1867.odf ASTM E1300 standard. Verified By: Warren W. Schaefer P.E.44135 Created by Independent Third Party: Yes Evaluation Reports FL16812 R2 AE Drawing 1867.pdf Created by Independent Third Party: Yes 16812.3 250 Series Single Hung Window 54"x 66"vinyl non-impact single window with fully reinforced stiles&rails&HP package Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16812 R2 C CAC CCL 411-H-1462.14 .15.pdf 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 R2 II Drawing 1867.pdf ASTM E1300 standard. Verified By: Warren W. Schaefer P.E.44135 Created by Independent Third Party: Yes Evaluation Reports FL16812 R2 AE Drawing 1867.odf Created by Independent Third Party: Yes 16812.4 250 Series Single Hung Window 48"x 72"vinyl non-impact single window with fully reinforced stiles&rails&HP package Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16812 R2 C CAC CCL 411-H-1462.16 .17.pdf 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 R2 II Drawing 1867.pdf ASTM E1300 standard. Verified By: Warren W. Schaefer P.E.44135 Created by Independent Third Party: Yes Evaluation Reports FL16812 R2 AE Drawing 1867,pdf Created by Independent Third Party: Yes 16812.5 250 Series Single Hung Window 72 1/2"x 63"vinyl non-impact double window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16812 R2 C CAC CCL 411-H-1462.00 .01.pdf 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 R2 II Drawing 1867.pdf ASTM E1300 standard. Verified By: Warren W. Schaefer P.E.44135 Created by Independent Third Party: Yes Evaluation Reports FL16812 R2 AE Drawing 1867.pdf Created by Independent Third Party: Yes • ORA .5.5CM(Y.KTD DY: GENERAL NOTES ®.Ns 1. AU FASTENERS SHALL BE W ACCORDANCE WITH THESE DRAWINGS. SPECIFIED ANCHOR ENDED TO FOR MAX. FRAME WIDTH, SEE_ FOR MAX. FRAME WIDTH, SEE PRS WE: BASE MATERIAL CHILI.BE BEYOND WALL FINISH OR STUCCO. NOTE BELOW® L NOTE BELOW • 01° ,01/05/14 2. OPENINGS,BUCKING&BUCKING FASTENERS MUST BE PROPERLY DESIGNED&INSTALLED TO TRANSFER • WIND LOADS TO THE STRUCTURE $ 8 3. THESE NON-IMPACT RATED PRODUCT INSTALLATIONS ARE iN ACCORDANCE WITH AND NUT THE L._ o REQUIREMENTS OF THE FLORIDA BUILDING CODE(F6C). - - - ___ �__ 4. ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL �a 4" MAX. s BE CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE'WOOD. j 4 5. MATERIALS,INCLUDING DAT NOT LIMITED TO STEEL SCREWS, AT COME INTO CONTACT WITH OTHER • I DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE CHAPTER 20. FIN FASTENER WITHIN 2"---- 6. TO THE BEST OF OUR KNOWLEDGE,THE PRODUCT SHOWN HEREIN IS CERTIFIED&QUALITY ASSURED WHERE SHOWN g BY A FLORIDA STATE APPROVED CERTIFICATION/OA ENTITY&SHALL BE LABELED IN ACCORDANCE WITH THE • OF CORNERS & 4 1/2" FRAMET SIDES.SCREWSSEE "THERE SHOWN p • FRC AND THE FLORIDA DEPARTMENT OF BUSINESS&PROFESSIONAL REGUUTION SPECIFICATIONS. MAX. O.C. WHEN JOB D �1 PRODUCT ASSEMBLY IS 1501 PART OE THIS DRAWING AND SHALL BE IN ACCORDANCE WITH THE • REQUIRED DESIGN REQUIREMENTS TABLE" ON THIS MANUFACTURER'S QUALITY ASSURANCE SPECIFICATIONS&TESTING REPORTS. SHEET FOR REQUIREMENTS. 7. CERTIFICATION OF THESE PRODUCT INSTALLATIONS SHALL BE CONSIDERED VOID IF ANY OF THE PRESSURE IS OVER +/-35 • FOLLOWING APPLY:1)PRODUCT IS INSTALLED WITHOUT A BUILDING PERMIT FROM THE APPUCABIE LOCAL ® Oo (NOTE THAT WHEN JOB BUILDING DEPARTMENT. 2)PRODUCT IS INSTALLED BY ANYONE OTHER THAN A LICENSED CONTRACTOR o ASF; 9" MAX. O.C. WHEN ® I^ JOB REQUIRED DESIGN S P REQUIRED DESIGN PRESSURE IS 4 • EXPERIENCED WITH INSTALLATIONS OF 11115 TYPE OF PRODUCT. 3)IF CHANGES HAVE OCCURRED TO THE •PRODUCT'S CERTIFICATIONENiINS CERTIFICATE THAT CAUSE THESE INSTALLATIONS OVER +/-35 A FRAME FILLERONS TO BE INCORRECT OR PRESSURE IS +/-35 PSF o MUST BE USED AT EACH FRAME ` INCONSISTENT WITH WHAT HAS BEEN IESILD. • OR LESS. SEE z 9. THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR IN THE PRODUCTS CERTIFICATION ANCHOR REQUIREMENTS"FRAME SCREW, SEE SHEEP 5 FOR SHALL CONTROL FOR THE INSTALLED PRODUCT. • 9.THESE DRAWINGS CERTIFY THE PRODUCT INSTALLATION ONLY. WATER PROOFING OF THE INSTALLED TABLE" ON THIS SHEET 2" LL., C PART DETAIL) I MANUFACTURER 34/OR INSTALLER. PRODUCT IS NOT PART OF THIS INSTALIADON CERTIFICATION_ THAT RESPONS161UTY SHALL BE THAT OF THE FOR REQUIREMENTS. - 6" •• _ _ _ __*._ _ 2 Otp,� • j f II, = j B" 3- Po�Naa . • T D 4�` El 0N� T Co Z 3 �a1 WLSTALATION EVALUATION 5 BASED ON APPLICABLE ANOIDR STANDARDS AND/OR INFORMATION&RESULTS 1 IRON APPLICABLE TEST REPORTS. THE FLORIDA BiGCOWC CODE VERSION CONLOFREO'ATH THE CLUSTER FIN FASTENERS AT P Q 4 NO EVALUATOR WAS THAT IN FORCE AT THE TIME OF THE EVALUATION. W THE EVENT Of CODE VERSION • MEETING RAIL ENDS SUCH THAT • EL Li.— CHANGES/UPDATES OR W THE EVENT THAT NEW OR ADDITIONAL TESTING IS CONPtE1EO ON RIE REFERENCED PRODUCT,PRIOR TO STATING CODE COMPLIANCE RIOT THE STATE,THE RA.JNFACT000B SHALL THERE ARE A TOTAL OF 5o CONFIRM WITH THE INSTALLATION EVALUATION ENGINEER OF RECORD THAT THE INSTALLATIONS SPECIFIED • POSITIONED AS SHOWN. SEEce Z HERE-N ARE CURRENT WOW 1K THEN CURRENT TESTING,CODE AND APPLICABLE STANDARDS. "FRAME ANCHOR REQUIREMENTS ,• A,.,.,.»,�y- FRAME ANCHOR REQUIREMENTS TABLE TABLE" ON THIS SHEET FOR I> 4 z :5• 1 _..._ • REQUIREMENTS. • z S. • OPENING TYPE • .. FRAME/CUP/NAIL FIN TO MINIMUM MINIMUM O4'-^e =; (SUBSTRATE) OPENING FASTENER TYPE EMBED EDGE DIST. e D • j 4 (1) FRAME SCREWS _ _ r_.-.. _ — — — �._. a" Max. GD MIN. 2X4 WOOD FRAME OR BUCK T_— ^~ - N0. 10 SMS OR WOOD SCREW 1 1/4' 3/4' ' - -"'"`-�—T co i LDo (MW. GR.3&G-0.55) z m 03 /1 MIN. 18 GA 33 KSI METAL STUD NO. 10 GR. 5 SELF TAP/DRILL SCREW!-FULL 1/2" w< MIN. 1/8"THK A36 STEEL NO. 10 GR.5 SELF TAP/DRILL SCREW FULL 1/2" EXTERIOR ELEVATION: EXTERIOR ELEVATION: 5 Z0 A MIN. 1/8"THK 6053-T5 ALUM. NO. 10 GR. 5 SELF TAP/DRILL SCREV! FULL 1/2" SINGLE WINDOW SINGLE WINDOW T,I w4 ze V MIN.C-90 CMU OR 2500 PSI CONCRETE (5) 1/4'CONCRETE SCREW 1 1/4" 2" SCALE: 3/4" = 1.-0" SCALE: 3/4° = 1'-O" (A wa a 3 (1) INSTALLATION CLIP SCREWS (NAIL FIN MOUNT- CONDITION) (FRAME SCREW MOUNT CONDITION) COu1z WOw MIN. 2X4 WOOD FRAME OR BUCK CO=ato (MIN. GR. 3&G=0.55) NO. 10 SMS SCREW 1 1/4" 1/2" Jul 00 E. SIDE JAMB p...CV u)2 fm€ MIN. 18 GA 33 KSI METAL STUD NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" NOTE: FOR MAX. SINGLE z o" MIN. 1/B"THK A36 STEEL NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" • WINDOW FRAME DIMENSIONS SPACING ANCHOR �`````,iL N3�N���,,p - -0 MIN. 1/B"THK 6063-T5 ALUM. NO. 10 GR.5 SELF TAP/DRILL SCREW FULL 1/2" AND ALLOWABLE DESIGN % ,..•••..,,/J 2500 PSI CONCRETE _(2) 1/4"CONCRETE SCREW 1 1/4" 2" MAXIMUM MAXIMUM ��d�,.' •. .4. i� PRESSURE, SEE APPLICABLE FRAME O.O. 'r u Jf''�' (3)NAILING FIN FASTENERS FLORIDA APPROVAL WIDTH SPACING Z.•r`rs;,,C a °Ly ..J '' a g MIN. 2X4 WOOD FRAME OR BUCK NO. B SMS SCREW 1 3/8' 1/2' (IN.) (IN.) -N iZ .yc Q O�,�- ate, ()- MIN. GR.3&G=0.55) — MIN.2X4 WOOD FRAME OR BUCK 54 12 ��S�J, p �"y _ y 11 GA ROOFING NAIL 1 3/8' 1/2" 48 13 �� ,P' 351 51 (MIN. GR.3&G=0-55) i2•� `�'R • a MIN. 1/B"THK A36 STEEL NO. B GR.5 SELF TAP/DRILL SCREW FULL 1/2' STrRNATE AAICHOR/SUBSTRATE LVA1UAT10N NOTE: 36 17 6'yM•�.• O ,�'`, MIN. 1/8"THK 8053-T5 ALUM. N0.8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2 ALL ALTERNATE ANCHORS IN THEIR SPECIFIED '' d' \P` .\ ,\ (1)FRAME AND INSTALLATION CUP SCREWS SHALL BE A PAN OR HEX HEAD SCREW. SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE • I11111,� \ (2)CONCRETE SCREWS SHALL BE ELCO ULTRACONS(C.S.),ELCO CRETE-FLEX (S.S.), RW WITH THEIR APPLICABLE STANDARD(S)AND ARE FOUNDTHESE DRAWINGS ARE APPLICABLE ONLY TO 711E PRODUCT DRAw1aD No. REV.THEY RAMSET/RED HEAD TAPCONS(C.S. OR S.S.) OR HILTI KWIK-CON li(C.S OR S.S.). TO BE EQUIVALENT TO OR STRONGER THAN THE SPECIFIED. EY RAY NOT BE USED FOR THE ASSEMBLY 1 867 A ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. THEY BE DODINSTALLATION AAILS/O iLOCAL NOR RL (3)WHEN SCREWS ARE USED WITH THE NAIL FIN,THEY MUST BE A PAN HEAD OR WAFFLE HEADY THEY N USED FOR RATIONAL ANOIES LOAD T NOR NA SHEET NO. SCREW OR HAVE A FLAT WASHER AT THE SCREW HEAD. OF ANT PRODUCT NOT PRODUCED BY THE MANUFRC1DRER 1 OF 5 STATER ON THESE,_ORAW'INGS, -CM.WY. CHECNEO BY; WAY. 'MS PLOT: •SOTS: 05/14 48" MAX. FRAME WIDTH • e rl FOR MAX. OVERALL FRAME WIDTH, SEE SIDE-BY--SIDE WINDOW __-_---!' m • SIZE/PRESSURE TABLE ON THIS SHEET • / - �2" I 2" • CLUSTER FIN FASTENER I SCREWS AT MULLION ENDS E /�J X---- // e SUCH THAT THERE ARE A y j -2" TOTAL OF 3 POSITIONED AS 111 -- • / • ` : .. _- - - - SHOWN. SEE "FRAME / / ANCHOR REQUIREMENTS TABLE' ON SHEET 1 FOR • LUSTER FIN FASTENER SCREWS AT MULLION • �- • j SCREW REQUIREMENTS. g = ENDS SUCH THAT THERE ARE A TOTAL OF 3 = (NOTE THAT ROOFING NAILS Ia�g.3 POSITIONED AS SHOWN. SEE "FRAME ANCHOR ELI • • ARE NOT APPLICABLE AT N w • REQUIREMENTS TABLE" ON SHEET 1 FOR • s MULLION END CLUSTERS) - SCREW REQUIREMENTS. (NOTE THAT ROOFING c CLUSTER FIN FASTENERS 01 w S ® d NAILS ARE NOT APPLICABLE AT MULLION END • W •® AT MEETING RAIL ENDS p w vNi m / I CLUSTERS) / . t 2" � v SU THAT THERE AREA 3 tr N a • TOTAL OF 5 POSITIONED AS o o rnN $o�F - _ _ ii. ...... _ — — — - a • j L-2" SHOWN. SEE "FRAME Z Z s ce-zo T I - •- '�C ANCHOR REQUIREMENTS v a ,Nn a w w / / ILUSTE FASTENERS AT �� TABLE" ON SHEET 1 FOR $_.! o m FIN FASTENER WITHIN 2" OF CORNERS & MEETING RAIL ENDS SUCH THAT j \ REQUIREMENTS. < o J to 4 1/2" MAX. O.C. WHEN JOB REQUIRED DESIGN THERE ARE A TOTAL OF 5 4 -a o i • PRESSURE IS OVER +/-35 PSF; 9" MAX. O.C_ pOSIT1ONED AS SHOWN. SEE WHEN JOB REQUIRED DESIGN PRESSURE IS +/-35 • FIN E&STENER WITHIN 2" "FRAME ANCHOR REQUIREMENTS Z .w N PSF OR LESS. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR OF CORNERS & zo TABLE" ON SHEET 1 FOR REQUIREMENTS. REQUIREMENTS. • 9" MAX. O.C. SEE "FRAME (0 t 1 l j I _ ;/ • • TABLE"ANCHORONFSHEET 1 FOR _ -""�I REQUIREMENTS. w i. d --- in zFC-m co EXTERIOR ELEVATION: 4 g z6 t" SIDE-BY-SIDE WINDOW 5 "¢zed SCALE: 3/4" 1'-0" EXTERIOR ELEVATION; via; a SINGLE WINDOW WITH TRANSOM ��s6'? • (NAIL FIN MOUNT CONDITION) w a„ SCALE: 3/4" = 1'-0" vi '�? ALLOWABLE SIDE-BY-SIDE (NAIL FIN MOUNT CONDITION) ,4NNN�md WINDOW SIZE/PRESSURE �3zd. TABLE ALLOWABLE DESIGN PRESSURE saw MAXIMUM MAXIMUM ALLOWABLE (TRANSOM UNITS ONLY) `��1�111111/1��� OVERALL FRAME PRESSURE +/-35 PSF ��.�45k 194 .,, _ a FRAME HEIGHT (+/- PSF) `,,.....t>............ WIDTH DIMENSION Z ••• to •• .9, L `•I DIMENSION (IN.) `y 2 Vfe M p o�j..7:6 p (INJ - w rt* W ¢+d r TRIPLE WINDOW y s, z N per -- 109 63 35 .�d • . �� DOUBLE WINDOW .0 / y•',....».�.....0,,FDRAWING NO. NEV. // 6• . 3 96 72 35 /�//� i�..... •, 111111* 72 65 1/2 I 50 1867 A SHEET NO, 2 OF 5 MON 0.1. 6, WAILO. VMS Plot, NIG 1^f8 ' /03/11 FOR FOR MAX. OVERALL FRAME WIDTH, SEE SIDE-BY-SIDE WINDOW SIZE/PRESSURE TABLE ON THIS SHEET 48" MAX. FRAME WIDTH o —INDIVIDUAL WINDOW WIDTH —INDIVIDUAL WINDOW WIDTH INDIVIDUAL WINDOW WIDTH— { ` —......-__.-- ____ _ 3" 3^ 4" MAX. 4" MAX.-- 13 1/4" . 13 I 4 f� J, 13 1/4" Jr J, �- 13 1I4" 4 ...f 4" MAX. D j 4 MAX: O.C. 1 I1 MAX. O.C. 11 MAX. 0.C.e ♦ • ♦ ♦ • ♦ ♦ ♦ • ♦ • • ♦ { 3.\ D 4 of -� • 0 �� -- ------- (i___ 4MAX. 3" D _ _ j I j FRAME SCREWS WHERE SHOWN AT HEAD & a 3"\ D 4 SIDES. SEE "FRAME ANCHOR REQUIREMENTS \ D / 4 I- g cc TABLE" ON SHEET 1 FOR REQUIREMENTS. (NOTE LO D D THAT WHEN JOB REQUIRED DESIGN PRESSURE 4 FRAME SCREWS WHERE SHOWN w L • ow AT SIDES. SEE "FRAME ANCHOR N w IS OVER -F/-35 A FRAME FILER MUST BE w USED AT EACH FRAME SCREW, SEE SHEET 5 / I>_,_ • REQUIREMENTS TABLE" ON SHEET 4 w w' ® v I FOR PART DETAIL) d/ 1 FOR REQUIREMENTS.-- --7 E z ra_N I 6" v J Fw-o gzz /./ / 0 6" o - a" (1 }� D • I i -a—D / 4 m <U 1a. Q. w D • INSTALLATION CUPS WHERE SHOWN AT SILL - z - , o SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON 4 z 6 f t �1 `^ SHEET 1 FOR REQUIREMENTS. • D `—__--"_._--- �' - _..— _ 4 MAX. tJL ..JI-u- u uuly y .1Q' LI 1—.... yu Iuy u' I I - 12 1/4" • "I "I 12 1/4" dl "I "I 12 1/4'�� q„ MAX. D =:_-- —' a to CD 4" MAX. MAX. O.C. q^ q" 4^ 4 MAX. O.C. q q^ 4.' q^ MAX. O.C. 4" MAX. --_=-------` J r • - EXTERIOR ELEVATIONS • EXTERIOR ELEVATION: �u ^� SIDE—BY—SIDE WINDOW �.__— SINGLE WINDOW WITH TRANSOM ' 6i3-.4'43' s SCALE: 3/4" = 1'-0" SIDE JAMB SCALE: 3/4" = 1'-0" F2 ce _g5 (FRAME SCREW AND CLIP MOUNT CONDITION) ANCHOR (FRAME SCREW MOUNT CONDITION) N �z Fg„ SPACING TABLE . I° ,,,,,=?gg ALLOWABLE SIDE—BY--SIDE MAXIMUM MAXIMUM ALLOWABLE DESIGN PRESSURE >sa aNz 1s€ WINDOW SIZE/PRESSURE INDIVIDUAL O.C. (TRANSOM UNITS ONLY) ' Nig a TABLE WINDOW SPACING +/-35 PSF `,`01siIII11ry� § g3a1 MAXIMUM MAXIMUM ALLOWABLE (IN.)WID (IN.) ` ���( �4,1,„,,, OVERALL FRAME PRESSURE �R t a FRAME HEIGHT (+/- PSF) 48 13 S Z, 6ik WIDTH DIMENSION V'h w 36 17 hzz CII,_,I 1 - DIMENSION (IN.) �3 w `** of 1- (IN.) i 2 '� •O O �i TRIPLE WINDOW %id.. z � �y : 109 35 iMi ; DOUBLE WINDOWpO04d . % 96 72 35 OttAOINO NO. NCV. 72 65 1/2 50 1867 A • SHEET NO. 3 OF 5 DRAWN DY: CHCCBm BY: FRAME SCREW PER v�.0 rrs FIN FASTENER PER "`O..1 �V.w.S. ELEVATION ELEVATION SUBSTRATE BY SUBSTRATE BY SUBSTRATE BY SEALANT BY OTHERS OTHERS PER FRAME SCREW OTHERS PER SEALANT BY OTHERS OTHERS PER S BEHIND NAIL FIN "FRAME ANCIIOR PER ELEVATION "FRAME ANCHOR BEHIND FRAME FLANGE "FRAME ANCHOR _ . _ ' REQUIREMENTS .x REQUIREMENTS '' ` .k: - REQUIREMENTS •iI�4 .ti.. •,' •:;.•. TABLE" I•• '-•'' • •• • •c= TABLE" •: TABLE" 1 MAX. SHIM H 4" '::::'..f.:.,'.,..::-:'.,.:,',..,..•:,.!_46-411111111r,,4-• 1 4" MAX. SHIM MAX. / / 3 SPACE ....01111111111111160, AT EACH ANCHOR 1 ? � :� AT EACH ANCHOP.1 SEALANT BY f��P,17 SEALANT BY-�"^ I 1■1 Wrli,'U I SEALANT BY -�-- 1`+1,1K° 1 Q OTHERS (( OTHERS S OTHERS I I I I J .., 2 0 lb. \ SEAL SPACE WITH LEXTERIORI Ir � SEAL SPACE WITH = �EXTERIOR� SEAL SPACE WITH Li D Lill • LOW EXPANSION w LOW EXPANSION IJ LOW EXPANSION EXTERIOR FOAM AROUND FRAM©LLER PEWINDOW EFRAME FRAME ILLER PER METERUOF w FOAM AROUND i g I WINDOW FRAMEWINDOW FRAME Z SECTION ALTERNATE SECTION A2 I Kog SECTION O O SCALE: 3/4 FULL SCALE: 3/4 FULL 4 SCALE: 1/2 FULL 4 c a ' I SCREW MOUNT CONDITION) (FRAME SCREW MOUNT CONDITION WITH FLANGE) ozs� (NAIL FIN MOUNT) W (FRAME0 5 n J 4,11 a gf A aeili EXTERIOR I EXTERIOR I II I OSEAL SPACE WITH Z Wo ISEAL SPACE WITH lJ0LOW EXPANSION j/ TI LOW EXPANSfON = o �,a FOAM AROUND I r FOAM AROUND LL PERIMETER OF r SHIM R Rt A N ,111 • = i I SUPPORT &ALIGN WINDOWFRAMEWINDOW FRAME S ,°� WINDOW-- in © 1 MAz_m INSTALLATION v) SEALANT BY I 1.0 \ 0SEALANT BY ,----1iipl�,c .L_- CUP �� OTHERS s:1•1111 -sr OTHERS x_.s _�{� > _tet"., :•. ;f. ��`/4" MAX.j .'. i::.::' :_'-"111 c / �i �e •SPACE � � L 1/4.. MAX. �_ a��'+ ;'. i.•. i�-7 _;•'.':•'_;,••1.i':... �;� MAX. 3/16" SHIM SPACE DL :'< SHIM AS REVD TO i %j;,.t:`i _.'.; °J, •iiii� SUPPORT Pt ALIGN ;:EL: igili • THICK X 3" to WINDOW LONG SHIM w 0 y -g i F. '. :'...i;. . '{''• ri:; ?. .C';•..i AT EACH CLIP FN `0.'zemo. SEALANT BY OTHERS • SUBSTRATE BY SUBSTRATE BY OTHERS INSTALLATION CLIP SCREW PER - BEHIND NAIL FIN OTHERS PER PER "FRAME ANCHOR "FRAME ANCHOR REQUIREMENTS ` ,�1111 /� , i '3 gi d FIN FASTENER PER REQUIREMENTSR REQUIREMENTS TABLE" TABLE" (2 PER CLIP). ``�` �•�c a���/� $ � a ELEVATION TABLE" SECTION .`4,� •'" '••'y/ SECTION i SCALE: 3/4 FULL '•::.•ii. •~•ay m o SCALE: 3/4 FULL zo 4i co 0 L. o OR (INSTALLATION CLIP MOUNT CONDITION) ?z 0 °.°¢ a " (NAIL FIN MOUNT) .� 4* a ci o�1," i syrs 46 ,,,., E ,\z:, '.11 i p+�`Q`,„ PAWING NO. REV. 1867 A SHEET NO. 4 OF 5 MAN BY: AWAKED SWC 1/4" MAX. 1/4" MAX. SHIM --FRAME HEIGHT— .ALL WAS FRAME WIDTH—•-• AT EACH ANCHOR 1/4" MAX. SHIM WAIL 7:41,81. SPACE AT EACH ANCHOR' FRAME HEIGHT • SEAL SPACE WITH SEAL SPACE WITH 3 SUBSTRATE BY LOW EXPANSION SUBSTRATE BY LOW EXPANSION SUBSTRATE BY —SEAL SPACE WITH OTHERS PER FOAM AROUND OTHERS PER I FOAM AROUND OTHERS PER e S' O ', PERIMETER OF LOW EXPANSION "FRAME ANCHOR: EJ PERIMETER OF "FRAME ANCHOR , d WINDOW FRAME "FRAME ANCHOR I'.. , REQUIREMENTS FOAM AROUND REQUIREMENTS /{ L WINDOW FRAME REQUIREMENTS �:��kt'' TABLE" p In PERIMETER OF TABLE" ������� !{�^,' TABLE" ,,At 4 ,,ft, WINDOW FRAME © 1,11111.-6 FRAM©FILLER FIN FASTENER 1 _ &TFRAMILLER Iuirr FRAME SCREWPER ELEVATION '0,41,,,,,D,nr SEALANT BY .•7[OD1111Lg OTHERS .� , v/j� OTHERS BEHIND BEHIND NAIL f _� FRAME FLANGE . FIN I SEALANT BY SEALANT BY .''^' OTHERS I EXTERIOR I 00 "': OTHERS (EXTERIOR SEALANT BY Z OTHERS (EXTERIOR o w m o SECTION SECTION ® o o N C J p SCALE: 3/4 FULL ® SCALE: 3/4 FULL ALTERNATE SECTION ® c3 o a s NAIL FIN MOUNT) (FRAME SCREW MOUNT CONDITION) SCALE: 1/2 FULL © RD °, RD ( (FRAME SCREW MOUNT CONDITION WITH FLANGE) a oa. m a • 0.375-^ z t 0,604—I — --- I --I U12(:_/,17_--1_ z .�"1 CONTINUOUS WOOD MEMBER LESS ` ,.• I IN THICKNESS THAN A 2X_ BUCK t 0.500 t, R. TO BE MIN. 3 1/2" DEEP (NOT * SUBSTRATE BY OTHERS I 0 � z ,r•o• V. REQUIRED WHEN SHIM.SPACE IS ,•,. PER "FRAME ANCHOR 0.22-57 _ LENGTH = 3.000" I WITHIN ALLOWABLE DIMENSIONS : REQUIREMENTS TABLE" 2.485 3.000 m SHOWN IN SECTIONS), i 0.604--I ®FRAME FILLER c� *:i' (RIGID PVC) ( zm ,,.; :...... . o.8116o L _ (NOTE THAT WHEN BF m )�r 1 -7I- JOB REQUIRED 1� 0.059 0.059 J 0.500 DESIGN PRESSURE K�t�' SEALANT BY =II=�I JIV■ 1 FRAME FLANGE ®FRAME FLANGE I IS OVER +/-35 A M�D•' OTHERS �/ ��� O(RIGID PVC) O 1,325 FRAME FILLER MUST w 0 gE3 ��� (RIGID PVC) BE USED AT EACH �+d Rte' . { ��0.060 FRAME SCREW) F gu LER I$ Di $ fl �� �' a FRAME SCREW PER 0.293 a qv,. .W ELEVATION &ANCHOR REQUIREMENTS E 3 (RIGID INSTALLATioN PVC) CLIP ```sal{11�i`I1�1 1/�4 �3 c�i� FRAME FILLER TABLE" O `a`�<eF0 ..4/�a!, 3 3'� OPTIONAL DIRECT MOUNT DETAIL, z. ..,f,; % c o., W TO SUBSTRATE WITH SPACER .o, 4. (HEAD SECTION SHOWN; SIDES ARE INSTALLED THE SAME) . .hu . 4 Si 2 N (DIRECT MOUNT CONDITION IS NOT APPLICABLE AT SILL) Z3 ,) O 1~i1�%� 8, (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) icy Z ...".e.• � z 4%db,'1 LTi y.... DRAWING NO. REV. • 1867 A SHEET NO. 5 of 5 v. .cn a � �, y8 F P aA 4claNg1t'. + 1 4 a4f .akrA4o:. BCIS Home I Log In j User Registration I Hot Topics Submit Surcharge f` Stats&Facts E Publications ; FBC Staff j BCIS Site Map I Links ! Search II rich ,,,,,. -.-.0:' `,Product Approval ' USER:Public User a Product Approval Menu>Product or Application Search>Application List>Application Detail \ off a FL# FL16809-R3 ' Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by 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 Pat Bortscheller Address/Phone/Email 102 Main Street Pella,IA 50219 (641)621-1000 PJBortscheller@pella.com Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturers Association Validated By Terrence E. Lunn,PE A Validation Checklist- Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 AAMA/WDMA/CSA 101/I.S.2/A440-11 2011 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 03/09/2016 Date Validated 03/10/2016 Date Pending FBC Approval Date Approved 03/17/2016 Summary of Products FL • Model,Number or Name Description 6809.1 250 Series Sliding Window 72"x 44"vinyl non-impact XO/OX sliding window with lock stile reinforcement Limits • Use Certification Agency Certificate A. • oved for use in HVHZ: No FL16809 R3 C CAC CCL 411-H-146 .18 .19.odf •pproved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/24/2021 Design Pressure: +35/-35 Installation Instructions Other:Configurations of glass shall conform to the current FL16809 R3 II Drawing 1869.pdf ASTM E1300 standard. Verified By: Warren W. Schaefer P.E.44135 Created by Independent Third Party:Yes Evaluation Reports FL16809 R3 AE Drawing 1869.odf Created by Independent Third Party: Yes 16809.2 250 Series Sliding Window 72"x 44"vinyl non-impact XO/OX sliding window with lock and meeting stile reinforcements. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16809 R3 C CAC CCL 411-H-1463.22 .23.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/24/2021 Design Pressure: +50/-50 Installation Instructions Other: Configurations of glass shall conform to the current FL16809 R3 II Drawing 1869.odf ASTM E1300 standard. Verified By: Warren W. Schaefer P.E.44135 Created by Independent Third Party: Yes Evaluation Reports FL16809 R3 AE Drawing 1869.odf Created by Independent Third Party: Yes 16809.3 250 Series Sliding Window 108"x 44" 1/4 vent vinyl non-impact XOX sliding window with lock stile reinforcement. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16809 R3 C CAC CCL 411-H-1463.02 .03.odf 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 FL16809 R3 II Drawing 1869.odf ASTM E1300 standard. Verified By: Warren W. Schaefer P.E.44135 Created by Independent Third Party: Yes Evaluation Reports FL16809 R3 AE Drawing1869.Ddf Created by Independent Third Party: Yes 16809.4 250 Series Sliding Window 108"x 44"1/4 vent vinyl non-impact XOX sliding window with lock and meeting stile reinforcements. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16809 R3 C CAC CCL 411-H-1463.04 .05.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/06/2021 Design Pressure:+50/-50 Installation Instructions Other:Configurations of glass shall conform to the current FL16809 R3 II Drawing 1869.pdf ASTM E1300 standard. Verified By: Warren W. Schaefer P.E.44135 Created by Independent Third Party: Yes Evaluation Reports FL16809 R3 AE Drawing 1869.odf Created by Independent Third Party: Yes 16809.5 250 Series Sliding Window 108"x 44" 1/3 vent vinyl non-impact XOX sliding window with lock stile reinforcement. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16809 R3 C CAC CCL 411-H-1463.08 .09.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 FL16809 R3 II Drawino 1869.odf ASTM E1300 standard. Verified By: Warren W. Schaefer P.E.44135 Created by Independent Third Party: Yes Evaluation Reports • DPa'WN BY: GHD:[D,01: GENERAL NOTES 1. ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE FOR MAX. FRAME a11DTH, SEE PRESSURE TABLE ,- a .Ars r wr: art: DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE MATERIAL SHALL ON THIS SHEET. .°v01A'4. BE BEYOND WALL FINISH OR STUCCO. FOR MAX. FRAME WIDTH, SEE PRESSURE TABLE___ - 2. &OPENINGS,BUCKING DUCKING FASTENERS MUST BE ON THIS SHEET. -^ 6" 6"I r a PROPERLY DESIGNED&INSTALLED TO TRANSFER WIND LOADS TO • 4" MAX. 12" MAX. O.C. / I ..12" MAX. O.C.— --4 MAX. S 8 2 THE STRUCTURE. • 3. THESE NON-IMPACT RATED.PRODUCT INSTALLATIONS ARE IN ® I I J I 2" ® s i ACCORDANCE WITH AND MEET THE REQUIREMENTS OF THE FLORIDA /// BUILDING CODE(FRC). 4. ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE v f V v v _ 0---� TREATED BUCKS OR WOOD FRAMING SHALL BE CAPABLE OF --r.-_� 4" MAX. RESISTANT CORROSION CAUSED BY THE PRESSURE TREATING f / Yp}� CHEMICALS IN THE WOOD. I W D j j 1 E 5. MATERIALS,INCWDING BUT NOT LIMITED TO STEEL SCREWS. w C • / / 88 THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS s / FIN FASTENER WITHIN 2"-- - Twn= SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE In • • , / / in .. FRAME SCREWS WHERE SHOWN AT HEAD & SIDES.--- CHAPIFR 20. r In ® J OF CORNERS & 4 1/2" / ,=N SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON THIS I B. TO THE BEST OF OUR KNOWLEDGE THE PRODUCT SHOWN. _ CLUSTER FIN FASTENERS MAX. O.C. WHEN JOB fff =- �' RERUN IS CERTIFIED&QUALITY ASSURED BY A FLORIDA STATS n, • AT MEETING RAIL ENDS REQUIRED DESIGN w D SHEET FOR REQUIREMENTS. (NOTE THAT Wl1EN JOB c-? = •• APPROVED CERTIFICATION/DA ENTITY&SHALL.BE LABELED IN =z SUCH THAT THERE ARE A ' _ x z REQUIRED DESIGN PRESSURE IS OVER +/-35 A _ PRESSURE IS OVER + -35 w5 FRAME FILLER MUST BE USED AT EACH FRAME ACCORDANCE WITH THE FDC AND THE FLORIDA DEPARTMENT OF w o TOTAL OF 5 POSITIONED "� z BUSINESS&PROFESSIONAL REGULATION SPECIFICATIONS. I PSB; 9" MAX. O.C. WHEN g w • PRODUCT ASSEMBLY IS NOT PART OF THIS DRAWING AND SHALL AS SHOWN. SEE "FRAME SCREW, SEE SHEET 4 FOR PART DETAIL) R. JOB REQUIRED DESIGN • L.m BE IN ACCORDANCE WITH THE MANUFACTURER'S QUALITY ¢ ANCHOR REQUIREMENTS L.ra- <`+ PRESSURE IS + -35 PSF ASSURANCE SPECIFICATIONSNOFE &TESTING REPORTS.LTD' —r- Q 7. CERTIFICATION OF THESE PRODUCT INSTALLATIONS SHALL BE w • TABLE" ON THIS SHEET OR LESS. SEE "FRAME �`� CONSIDERED VOID IF ANY OF THE FOLLOWING APPLY:I)PRODUCT m FOR REQUIREMENTS. ANCHOR REQUIREMENTS S INSTALLED WITHOUT A BUSTING PERMIT FROM THE APPUCABLF. Ln N I O V LOCAL BUILDING DEPARTMENT. 2)PRODUCT IS INSTALLED By ce o w TABLE" ON THIS SHEET o w 3 �-w o ANYONE OTHER THAN A LICENSED CONTRACTOR EXPERIENCED WITH LL 7 I FOR REQUIREMENTS. "a P • 7 j 4 0o 4a F o o INSTALLATIONS OF THIS TYPE OF PRODUCT. 3)IF CHANGES HAVE o_ • OCCURRED TO THE PRODUCT'S'CERTIFICATION DM'S CERTIFICATE 1 . �-- ,I -•' ---I ,-- 4" MAX. Z a i THAT CAUSE THESE INSTALLATIONS TO BE INCORRECT OR 1 L� u u ITL-L� F m' z INCONSISTENT WITH WHAT HAS BEEN TESTED. _—__`_•-- T- U Irc up a THE LEAST DESIGN PRESSURE SPECIFIED E7TITER IN THIS 4 EXTERIOR ELEVATION; r . - DRAWING OR IN THE PRODUCTS CERTIFICATION SHALL CONTROL FOR INSTALLATION CLIPS WHERE EXTERIOR ELEVATION; •� g...,....:,- THE -_,a THE INSTALLED PRODUCE. XO WINDOW SHOWN AT SILL SEE '•FRAMEXO WINDOW n.patO 9.THESE DRAWINGS CERTIFY THE PRODUCT INSTALLATION ONLY. WATER PROOFING OF THE INSTALLED PRODUCT IS NOT PART OF SCALE: 3/4" = 1'-0" ANCHOR REQUIREMENTS TABLE" I THIS INSTALLATION CERTIFICATION. THAT RESPONSIBILITY SHALL BE ON THIS SHEET FOR SCALE: 3/4" = 1.-0" Z .r ,, ,�,,�, THAT OF DIE MANUFACTURER&/TO INSTALLER. • (NAIL- FIN MOUNT CONDITION) REQUIREMENTS. (FRAME SCREW AND CLIP MOUNT CONDITION) z FRAME ANCHOR REQUIREMENTS TABLE ms OPENING TYPE FRAME/CLIP/NAIL FIN TO MINIMUM MINIMUM g ....,-„��?"�i.' (SUBSTRATE) OPENING FASTENER TYPE EMBED EDGE DIST. F;,;F ,•; ;.71:: T. ;F , L ALLOWABLE DESIGN ALL ALTERNATE ANCHORS IN THEIR SPECIFIED CO I CO FRAME SCREWS PRESSURE SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE MIN. 2X4 WOOD FRAM=ER BUCK NO. 10 SMS OR WOOD SCREW 1 1/4” 3/4" WITH THEIR APPLICABLE STANDARD(S)AND ARE FOUND m (MIN. (XO & OX UNITS GR. 3&G=0.55) TO BE EQUIVALENT TO OP.STRONGER THAN THE Z m . MIN. 18 GA. 33 KSI METAL STUD NO.TO GR.5 SELF TAP/GRILL SCREW FULL 1/2" MAX. MAX. ALLOWABLE ANCHOR(S) USED IN TESTING WISH THIS PRODUCT. w _� MIN. 1/8"THK A36 STEEL NO. 10 GR.5 SELF TAP/DRILL SCREW FULL 1/2" FRAME 'FRAME PRESSURE ..!_ z "'"+, MN. 1/8"THK 6063-T5'ALUM. _NO. 10 GR. 5 SELF TAPLDRILL SCREW FULL 1/2" -WIDTH HEIGHT (+/- PSF) OTSTALUNION EVALUATION IS BASED ON APPUCJEtE ANCHOR STANDARDS > CO j (IN.) (IN.) AND/OR INTORMATON&RESULTS FROM A°PUCADLE TEST REPORTS. THE la ',NO 3 MIN. C-90 CMU OR 2500 PSI CONCRETE (2) t/4"CONCRETE SCREW 1 1/4" 2" _ FLORIDA BUILDING CODE VERSION CONVECTED WITH ME EVALUATION WAS 'ry1 52 1/4 62 50 - THAT W FORCE AT THE TIME OF THE EVALUATION. IN THE EVENT OF CODE E (686'.1 (1) INSTALLATION CUP SCREWS / VERSION CHANGES/UPDATES OR W THE EVENT TUT NEW OR ADDITIONAL CO Z MIN. 2X4 WOOD FRAME OR BUCK 72 _ 44 50 TOOTLNG B CONFIDED ON THE REFERENCED PRODUCT,PRIOR TO STATING i NO. 10 SMS SCREW 1 1/4" 1/2' 73 1/2- 72 25 CODE COMPUANCE MTH THE STATE,THE YRIFI THE INSTALLATION EVALUATION DADRIERUOF RECORD THAT HIEFACTURER SHALL FlRM „,Lp g C) $ 5 (MIN. GR. 3&G=0.55) / ul TE TAUATORD SPED APP HERE-IN ARE CURRENT WIR7 DIE TION CURRENT ,-CN CO Z`2 MIN. 18.GA.33 KSI METAL STUD • NO. 10 GR.5 SELF TAP/DRILL SCREW FULL 1/2' 78 62 25 TESTWG,CODE AND APPUCAHLE STANDARDS. 5 ;3E� MIN. 1/8"THK A36 STEEL _NO. 10 GR.5 SELF TAP/DRILL SCREW FULL 1/2" 96 62 30 Y. MIN. 1/8"THK 6063-7S ALUM. NO. 1D GR. 5 SELF TAP/DRILL SCREW FULL 1/2" ISPR FOR INSTALLATION IN CONDITIONS • ���``,``41133i,/y 5 5 _ 2500 PSI CONCRETE (2) 1/4'CONCRETE SCREW 1 1/4" 2" ONLY. THE GOVERNING DESIGN „..,'‘,'Is( ••"""'• /0`' ,� W (3)NAILING FIN FASTENERS PRESSURE ON THE WINDOWS Qtr' LL y o m MIN. 2X4 WOOD FRAME OR BUCK SHALL BE THE LESSER OF THAT .. 'KM CO o o% >: o " ETn NO. 8 SMS SCREW 1 3/8" 1/2" SHOWN IN THE INDIVIDUAL +V a� ` W �3 Z:'- ��jj.. (MIN. GR. 3 &G=0.55) :�;_ 1.iR r Oj 3' LAIN. 2X4 WOOD FRAME OR BUCK 11 GA.ROOFING NAIL 1 3 B' 1 2• WINDOWS STATE APPROVAL OR o •-VI 'V•c,..--.. O:m `4 (MIN. GR.3&G=0.55) / / 11iAT SHOWN IN THIS TABLE �7j��� O 1 #td n MIN. 1/8'THK A36 STEEL NO. 8 GR.5 SELF TAP/DRILL SCREW FULL 1/2" 1i2J.S"ti Z ,,."'"Ayc� MIN. 1/8"THK 6063-T5 ALUM. NO.8 GR.5 SELF TAP/DRILL SCREW FULL 1/2" `>id1'�f @Q''.. % (1)FRAME AND INSTALLATION CUP SCREWS SHALL BE A PAN OR HEX HERD SCREW. lit ill (2)CONCRETE SCREWS SHALL BE ELCO ULTRACONS(CAS.), ELCO CRETE-FLEX (5.5.), ITWTHESE DRAWINGS ARE APPUCAOLE ONLY TO THE PNODUCI DRAWING NO. REV. RAMSET/RED HEAD TAPCONS (CAS. OR.S.S.) OR HILTI KWIK-CON II (C.S OR S.S.). SPECIFIED.THEY MAY NOT BE USED FOR THE ASSEMBLY 1 869 B (3)WHEN SCREWS ARE USED WITH THE NAIL FIN,THEY MUST BE A WAFFLE HEAD SCREW OR HAVE ANE/THEY R USED FOR RA TI NAY ANDER PRODUCT NOR MAY INSTALLATION F AN AND/OR LOCAL AP OR ML SHEET N0. A FLAT WASHER AT THE SCREW HEAD. OF ANY PRODUCT NOT PRODUCED Ti THE MANUFACTURER 1 GE 5 $TATER ON THESE DRAWINGS DRAWN BY: CAKED BY: WAAL OAS. PLOY: DAiB 15 01/0•/14 ---------- IIII II 120" MAX. FRAME WIDTH Luo r, /I/ID/2" — 1-,I'2" 3 - - ``' --- J j CLUSTER FIN FASTENERS AT MEETING RAIL ENDS • 6• CO SUCH THAT THERE ARE A TOTAL or 5 POSITIONED AS v I SHOWN. SEE "FRAME ANCHOR REQUIREMENTS TABLE" a„ ON SHEET 1 FOR SCREW REQUIREMENTS. N x Li '9 FIN FASTENER WITHIN 2" OF CORNERS & 4 1/2" MAX. . O.C. WHEN JOB REQUIRED DESIGN PRESSURE IS OVER a € m +/-35 PSF; 9" MAX. O.C. WHEN JOB REQUIRED DESIGN • PRESSURE IS +4-35 PSF OR LESS. SEE "FRAME • ' ANCHOR REQUIREMENTS TABLE"ON SHEET 1 FOR I • ALLOWABLE DESIGN REQUIREMENTS. 0 I 0 • PRESSURE• z • r // I ...------ . • (XOX UNITS) a F w•-o v — MAX. MAX. ALLOWABLE O 1 . FRAME FRAME PRESSURE Z a L 1 4 EXTERIOR ELEVATION; WIDTH HEIGHT (+/- PSE) Z XOX WINDOW (IN.) (IN.) < 6 g V 1' SCALE: 3/4" = -0" 96 72 25 w i n_O (NAIL FIN MOUNT CONDITION) 108 44 50 — 120 62 30 0 s ...•i PRESSURE SHOWN IN THIS TABLE Z • --120" MAX. FRAME WIDTH IS FOR INSTALLATION CONDITIONS v' "' 12" MAX. 6" 6" 6" 6" 12" MAX ONLY. THE GOVERNING DESIGN Y 4" MAX.-- / ---9 12" MAX. O.C. / / --4" MAX. PRESSURE ON THE WINDOWS O.C. O.C. SHALL BE THE LESSER OF THAT 0 1 0 SHOWN IN THE INDIVIDUAL Z WINDOWS STATE APPROVAL OR o coo �7 V v V V V 0_ ... _ .4 V I 1 THAT SHOWN IN THIS TABLE. a -m m 4" MAX. – g 16z�oP K FRAME SCREWS WHERE SHOWN AT -- -- - w a S g.® v I HEAD & SIDES. SEE "FRAME I • w wUa- „,. _ ° ANCHOR REQUIREMENTS TABLE” ON 0 J gz SHEET 1 FOR REQUIREMENTS. (NOTE 0 O U� 5o fki —�` THAT WHEN JOB REQUIRED DESIGN �— D< <a oz 2E 0. PRESSURE IS OVER +/-35 A g •0i a FRAME FILLER MUST BE USED AT \.01 �l1//. - U s ° EACH FRAME SCREW, SEE SHEET 4 \\\\�� •-0El/� old. 3'� FOR PART DETAIL) I ����4 • ••.�N/s isl `1 tp j =CO Z2 CO OC. b N 0_ 1. ° / j ' w 4* W ¢=4F CO �p 4" MAX. S3'0 a 0t2 �, `. u `t t� u – –l_1 _, u 1 "y . O Qom•0 fnz SHOWNINSTAL�AT SILL.TION Ips SEE FRAME XOXRWIN WINDOW ''',,, '•-........ .•Ii.7.v���?e• 4. ANCHOR REQUIREMENTS TABLE" SCALE: 3/4" = 1'-0" RE SHEET t ,FOR FRAME SCREW AND CLIP MOUNT CONDITION) ORAWINO NO. NEV. REQUIREMENTS. ( 1 869 B SHEET N0. . 2 OF 5 DMZ:: Cl..ECM DT: LL VEOl: Oaf: 1.18 m/DVI• 78" MAX. FRAME WIDTH - --• S ---- - 78" MAX. FRAME WIDTH -' SIMILAR 4" MAX.— 1 12" MAX. O.C. —4" MAX. 0 SIMILAR 0 T.. --'-- V ®V —9 V • 9�_--L 4" MAX. CLUSTER FIN FASTENERS AT MULLION & MEETING RAIL I> 4--F- ENDS SUCH THAT THERE ARE A TOTAL OF 5 • POSITIONED AS SHOWN. SEE "FRAME ANCHOR v 12" MAX. O.C. REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS. Z_ 2" D 4 \3" _ p 4 \ _ _ 3" Z x ' - T X �- Ca a ,3" Qo o'� ta a, 14. 2 —�— I r?j vj 0 I v FRAME SCREWS WHERE < ,..3L1.- 1 :r RN FASTENER WITHIN 2" d p w OF CORNERS & 9" MAX. a p SHOWN AT HEAD & SIDES. ' a a O.C. SEE "FRAME ANCHOR SEE "FRAME ANCHOR o yl REQUIREMENTS TABLE"ON CV REQUIREMENTS TABLE" ON o 2 ,4:4 SHEET 1 FORSHEET 1 FOR REQUIREMENTS.- I a p I REQUIREMENTS. 4 (ai . .„,/,/./2 0. j SHOWN ATINSTALLATION SILL PS SEE'/HERE 4 2 "FRAME ANCHOR o �o I . I REQUIREMENTS TABLE" ON th TDD • • SHEET 1 FOR N.co m I> _� REQUIREMENTS. j 4 . zv gp _...—_�.._._..___s 4" MAX. S tp zd ;, •— _ C _, u u u u u —Ib4w 5 IN R 2^ 6" 6" F INR 4" MAX.-- 12" MAX. O.C. 12" MAX. O.C. —4" MAX. .1 ogj EXTERIOR ELEVATION; �a #2 aE • XO OR OX WINDOW WITH TRANSOM EXTERIOR ELEVATION: 2 '51 SCALE: 3/4" = 1'-0" XO OR OX WINDOW WITH TRANSOM >�0°IN-'U3�oi�f o sial (NAIL FIN MOUNT CONDITION) ALLOWABLE DESIGN PRESSURE SCALE: 3/4" = 1'-0" •�,F,•.•••'•••••..;y/�% w (TRANSOM UNITS) (FRAME SCREW AND CLIP MOUNT CONDITION) ZQ•, cin LL 6ti�iw +/-25 PSF -v;6, ,- o o;Jz o =v':w -K a a:i� my • • =3%3 c; 4''3 0 c ;4 .............A • u ...ii a i....` DRAWING NO. REV. 1869 B SHEET NO. 3 of 5 OMWM A. CHEC,CD Di: FIN FASTENER PER FRAME SCREW PER Mzv M.S PLOP DAM ELEVATION ELEVATION "' D'/"'/" SUBSTRATE BY - • SUBSTRATE BY• SUBSTRATE BY SEALANT BY OTHERS .. OTHERS PER FRAME SCREW OTHERS PER SEALANT BY OTHERS- OTHERS PER BEHIND NAIL FIN "FRAME ANCHOR PER ELEVATION "FRAME ANCHOR BEHIND FRAME FLANGE "FRAME ANCHOR a (; REQUIREMENTS . .q:•, ; ;';-,:: REQUIREMENTS s ,; ,. REQUIREMENTS TABLE" :^ TABLE" -;:. TABIC" S APP- ▪ ..� 1/4" MAX. 2 1/4" MAX. SHIM • , 1/4" MAX. SHIM _ SPACE :•�i AT EACH ANCHOR , i s AT EACH ANCHOR '� 1 �� 1 SEALANT BY- r-I� i1 SEALANT BY-� F-1� Li/�:Jl SEALANT BY F�IlI JOOBri 1 OTHERS ��— OTHERS ��J►� _ \ 1 i OTHERS ,• ©Q �� o I SEAL SPACE WITH ' pi!- LOW EXPANSION CD Dlr. it ^m lFOAM AROUND z1,, 0 ® PERIMETER OF ' WINDOW FRAME FRAME FILLER FRAME FILLER ec It SEAL SPACE ( I -� SEAL SPACE I J - D z IIII EXTERIOR I INII EXTERIOR ! I EXTERIOR ! .-u,-o EXP ISIO I WITH LOW I EXPANSION EXPANSION o g r 8 • FOAM AROUND cD FOAM AROUND co z aIn'' 1 PERIMETER OF T' PERIMETER OF W 3 ce z S N WINDOW = WINDOW = ALTERNATE SECTION ,� 8 D FRAME FRAME SCALE: 1/2 FULL 3 a w I I HMI (FRAME SCREW MOUNT CONDITION WITH FLANGE) 1 .,� r- D. z /• ,'• SHIM AS REQ'D TO I SHIM AS REVD TO l- i' SUPPORT & AUGN SUPPORT&ALIGN WINDOW ,� WINDOW P1 CD " 6.. q — ��o�`�LIM ITa I 1 =� INSTALLATION en co • ��• Do em SEALANT BY GJ.0 111131•3.!H L SEALANT BY LJ 0 _�y Li" CUP E'd OTHERS ;i{I l�"rte'_ OTHERS w;•�� .Egti :w_ _--- z 6 G N �FY : ;'. • 1/4" MAX. (',74.•':',':;.••. ...'!'. / / • za�en SPACE ` `' . 1 4" MAX. w• _sip�; MAX. 3/16" SKIM SPACE L i THICK X 3" • z 4SN LTNE SHIM F 1, .. ▪ .. . .._ • .. .... .. .• . .. .._ . . ...._ .. .•AT EACH CLIP �N ���' � SEALANT BY OTHERS SUBSTRATE BY " ` •, , z. SUBSTRATE BY OTHERS INSTALLATION CUP SCREW PER p BEHIND NAIL FIN. OTHERS PER PER "FRAME ANCHOR "FRAME ANCHOR REQUIREMENTS ''3° FIN FASTENER PER FRAME ANCHOR REQUIREMENTS TABLE" TABLE" (2 PER CUP). • �` 01�* /��1/��, B 3@i ELEVATION TABLEREQUIR" � . . l TABLE" SECTION ,�2 .,..4•, •...10• W SECTION SCALE: 3/4 FULL 3O u� 't o SCALE: 3/4 FULL ® "`O:q CO a AN y • (FRAME SCREW & INSTALLATION CLIP MOUNT _c :, ) o=� c _ (NAIL FIN MOUNT) CONDITION) co:z �_ O NQ. 8o ..ddM"4(?SS. ' bRAW RG NO. KNA. 1869 8 SHEET NO. • 4 OF 5 " Bl: °KL°KE°°' /4" MLAX. SHIM 1/4" MAX. SI-IIM rwr U..s 1/4" MAX. FRAME WIDTH--- AT EACH ANCHOR FRAME HEIGHT— FRAME HEIGHT— AT EACH ANCHOR K"1-2 °"ai/a/,. SPACESEAL SPACE WITH LOW- SEAL SPACE WITH SEAL SPACE WITH LOWEXPANSION FOAM AROUND k LOW EXPANSION EXPANSION FOAM AROUND PERIMETER OF WINDOW SUBSTRATE BY FOAM AROUNDOSUBSTRATE BY- `+ PERIMETER OF WINDOW SUBSTRATE BY •`-. FRAME OTHERS PER PERIMETER OF — WINDOW FRAME OTHERS PER FRAME OTHERS PER q,.. -- '�=)_ FRAME ANCHOR,,a "FRAME ANCHOR:..; "FRAME ANCHOR,••a 31❑ a= REQUIREMENTS �, — 7 REQUIREMENTS .r.1.0 =7 = REQUIREMENTS P;u [7r1E-1 TABLE°0 "Ir NF1 �- 17Mti ERN ' RLN • 4I e '�I,� FRAME SCREW ?:�I-MIPA I= Q SEALANT DY - I �� , PER ELEVATION ;., .:i ° 0 SEALANT BY �//j�� FRAME FILLER OTHERS [` -r V BEHIND NAIL a,. i'�- {.;. FRAME FRIER OTHERS BEHIND r r • FRAME FLANGE FIN ;..�;.::,:;' ,: • SEALANT BY •!J: SEALANT BY 2 1 OTHERS EXTERIOR SEALANT BY ;+:�.' OTHERS I�ERIORI z DTHERS F L o,o ... . . I EXTERIOR I :..' SECTION .. .. .':'f'1` ° Fujgc, SECTION SCALE 3/4 FULL ® z ii" I SCALE: 3/4 FULL e ALTERNATE SECTION 3 o z (NAIL TIN MOUNT) (FRAME SCREW MOUNT CONDITION) SCALE: 1/2 FULL L- osgs (FRAME SCREW MOUNT CONDITION WITH FLANGE) a. a._ at- doa I 0.375 I-- Z r aaX CONTINUOUS WOOD MEMBER LESS 0.604--T--� -- I i -"i i IN THICKNESS THAN A 2X_ BUCK 500.500 1.o o 56 TO DE MIN. 3 1/2° DEEP (NOT SUBSTRATE BY OTHERS 1 0.225—� N 0 REQUIRED WHEN SHIM SPACE IS i PEP, "FRAME ANCHORf1 LENGTH = 3.000" WITHIN ALLOWABLE DIMENSIONS r• REQUIREMENTS TABLE" 2.485 ll o,Z SHOWN IN SECTIONS). • 0.604 H 1! 3.000 FRAME FlLLER® o ..�;.,.f :::•:-1-,...1::... _T'— I (RIGID PVC) ZC _ 1:`% :: ' 0.660 1 ; (NOiE THAT WHEN a �s -L_ T JOB REQUIRED z6 0.500 DESIGN PRESSURE SEALANT'BY y ''r-iMItJ)Jal1 o.oss O.oss s Zd. -1 OTHERS ,`.�,►S Ot FRAME FLANGE ®FRAME FLANGE IS OVER +/-35 A FRAME FILLER MUST 0 ''a 5g NII (RIGID PVC) (RIGID PVC) + 1.325 0.060 BE USED AT EACH 3 c.w-.0, Mil T II FRAME SCREW PER ---� •�� FRAME SCREW) }j am;Ii ELEVATION & "FRAME 0.293 rN NZ•• L •0 D ANCHOR REQUIREMENTS U TABLE" 0 INSTALLATION CUP r z cii LERIOR I 1171 (RIGID PVC) `o`a\II ,�s's o\ §3qy 111111// OPTIONAL DIRECT MOUNT•DETAIL °o W o,o; 6 TO SUBSTRATE-WITH SPACER '3 - 0 �,:.21c z c' . (HEAD SECTION SHOWN; SIDES ARE INSTALLED THE SAME) ' 'f. {yam ° (DIRECT(FOR DETAIL MOUNT NOTOITION IS NOT SHOWN, SEE OTHER SECTIONS)LE AT SILL) , ',b 14 ; ,,"4 5 \V�i# '' ���� a i` Ag e •t{ . ate. Z:IM i `hi... p( BCIS Home ! Log In i User Registration I Hot Topics Submit Surcharge I Stats&Facts i Publications I FBC Staff i BCIS Site Map I Links i Search ': FHids �, g ,,Product Approval USER:Public User q.,-.-:.t!s Z,',i Product Approval Menu>Product or Application Search>Application List>Application Detail PCItt`WWW14 g,,V FL# FL17464-R0 `.e€ >.. New Application Type Code Version 2014 Application Status Approved Comments Archived i_i Product Manufacturer Pella Corporation Address/Phone/Email 102 Main St. Pella,IA 50219 (641)621-6096 pellaproductapproval@pella.com Authorized Signature Dave Modtland modtlanddb@pella.com Technical Representative Joseph Hayden Address/Phone/Email 102 Main Street Pella,IA 50219 (641)621-6096 jahayden@pella.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer E Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Warren W. Schaefer Evaluation Report Florida License PE-44135 Quality Assurance Entity Architectural Testing,Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By Terrence E. Lunn,PE 7,6 Validation Checklist- Hardcopy Received Certificate of Independence FL17464 RO COI Certification of Indeoendence.pdf Referenced Standard and Year(of Standard) Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL17464 RO Eouiv Evaluation report WWS-260.pdf Sections from the Code 1710.5.3 Product Approval Method Method 2 Option B Date Submitted 02/25/2015 Date Validated 02/27/2015 Date Pending FBC Approval 03/04/2015 Date Approved 04/15/2015 Date Revised 09/06/2017 S a of Products FL# Model,Number or Name Description 17464.1 250 Vinyl Window Series Un-clipped Non-impact Mullion Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No F1..17464 RO II Drawing 1893.odf• Approved for use outside HVHZ:Yes Verified By: Warren W. Schaefer PE 44135 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Mullion size,pressure, assembly, use, limitations and FL17464 RO AE Evaluation reoort WWS-260.pdf installation requirements are to be as specified in the attached Created by Independent Third Party:Yes drawing No. 1893&evaluation report WWS-260. Job required design wind pressure shall be calculated in accordance with the Florida Building Code Chapter 16 and ASCE 7 Minimum Design Loads for Buildings and Other Structures. Back Nest Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer. •• i•. r r - • r. - • ::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: 71 au_ of FFik ........................................... SeCUrri V•�s EJ'Iuts` DRAW 0, CHECKED VD CENTER OF CENTER OF MULLION LENGTH--- s r.R. H MULLION LENGTH h- 0 _ P101,:-. /�/. WINDOW WINDOWSEE MUWON END MULUON0 END LOAD WIDTH MULLION END STRAP I IG ---- --- --- ,/' DETAILS ON SHEETS Fir--/-, _ -1 = (A+9)/2-' (EACH MULLION END) / j 3 & 4 MULUON LOAD II// (EACH MULLION END) I I / II AREA CONSIDERED --'_— t� f "A" '•---i - '-11-I .--i CENTER INDOYVOF CENTER -,,I.. T . II �I II , TRANSOM I j I I -� I ,;.. ./7/ ' � g � �, a II %� SEE MUWON .... S( � m IR♦!/� END DETAILS /ddJ r.16. y+ eON SHEETS 3slip! MULLION i"! H' g O< COAD DEREB, o DCONSIDERED I r tlan A / III II / /tl1,/ I I CENTER OF IISEE MUWON END III // I ,B„ I WINDOW DETAILS ON SHEETS 0101s III 3 & 4 (I III i' III II II y I MULLION LOAD t� ,,L, SEE MUWON III II II I AREA CONSIDERED z / ,I / END DETAILS II I °s/�/I ON SHEETS 3 I FOR THIS MULLION, z o wc.a - — (! i ,.,/,, �dll/ /j // SEE kESPECTIVE o F Z Oe LI-r- �i� 1.- I_ — — , —_ -- -1 WINDOW TO WINDOW 0 �,n "A" = LESSER OF (MULLION LENGTH/2) OR (TRANSOM WINDOW HEIGHT/2) -'- — '- — u _ ELEVATION z 0- .4_,,, I B" = LESSER OF (MUWON LENGTH/2) OR (BOTTOM WINDOW HEIGHT/2) I • ^A^ SINGLE FIXEDO(2) FWNIDOW TRANSOM _`'. g • SINGLE WINDOW WITH TRANSOM • I • • •- •• • 5 Nva (SEE LOAD TABLE 1.0) FIXED WINDOW TO FIXED WINDOW WHEN WINDOW WIDTHS NOTES:(SEE LOAD TABLE 2.0) j a Dam NOTE: BOTTOM WINDOW MAY BE A FIXED,SINGLE HUNG OR ARE LESS THAN OR EQUAL TO THE MULLION LENGTH * BOTTOM WINDOWS MAY BE ANY FIXED. SINGLE HUNG OR DOUBLE HUNG WINDOW. TOP WINDOW MAY BE A FIXED WINDOW. (SEE LOAD TABLE 1.0) DOUBLE HUNG WINDOW. m x NOTE: WINDOWS MAY BE STACKED HORIZONTAL OR VERTICAL * BOTTOM WINDOWS MAY BE MULLED TOGETHER PER THIS ¢ §\\\ WINDOW I WINDOWDRAWING OR PER THEIR INDMDUAL WINDOW APPROVAL 0 3 — WIDTH > "L" WIDTH > "L' G N RA NO S• CENTER OF CENTER OF la a A II 1. THIS MULLION SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WIDI ANO MEETS THE REOUIREMENRS WINDOW LOAD WIO1H WINDOW 0 1:1- o� "B" = L/2 H --y-"A" = L/2 OF THE FLORIDA BUILDING CODE&6 APPROVED FOR DESIGN PRESSURES NOT TO EXCEED THOSE MULLION END STRAP z II SHOWN IN THE-ALLOWABLE DESIGN PRESSURE TABLE(S). I = (A+B)/2 rn D 2.• OPENINGS,BUCKING&BUCKING FASTENERS MUST BE PROPERLY DESIGNED&INSTALLED TO (EACH MULLION END) 00D 1,,,= - rj --� TRANSFER WIND LOADS FROM THE MUWONS AND WINDOWS TO THE STRUCTURE. I rD m f ♦I,I� { 3. ALL HARDWARE&FASTENERS SHALL REM ACCORDANCE WITH THESE DRAWINGS&SHALL NOT c __,r__ y/.,-��.t d_ dd -= K W I I SEE MUWON Z VARY MATERIAL SHALL S BE B Y N WALL ED ON THE DRAWINGS. SPECIFIED ANCHOR EMBED i0 BASE TI - 51 m. I�/,r— — y z U :i ry II ��Y�/ ENO DETAILS I a . THIUL DE OSTEND WRAC FINISH OR S I NSN / / C5 /',e/, II J U'� 4. THIS MULLION SYSTEM IS RATED FOR USE LN NON-OPEN AREAS ONLY. III / ,/ 1/ '� SEE MUWON 3 a�� R/1,1 ON SHttIS I �m'' 5. THIS MULLION SYSTEM IS NON-IMPACT RATED.ALL OPENINGS THAI INCLUDE MUWON SYSTEM %!I!�1I�/d/ END DETAILS 0 iia= Lt �, 3 &4 M MUST BE SHIMMED VERA A FLORIDA CODE APPROVED SHUTTER WHERE REQUIRED BY CODE Z O — /, — - D. AU.ANCHORS SFOURNC MUWON CUPS TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL ��//j 0&N4SHEtTS 3 z �� BE CAPABLE OF R6ISDNG CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN IRE WOOD. MULLION / — --,11,0"1, - 7. DETERMINE THE POSTALE dr NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE LOAD AREA /�/1$N c J or+s' MULLION LOAD- DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND CONSIDERED ♦%� III Z Ua 0 COPD CALCUUtDONS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE,A DIRECDONAIIIY FACTOR OF ,/ {/,R // _ m TR$m 2 AREA LOAD WIDTH _ MULLION END STRAP Kd.0.85 MAY BE APPLED PER THE ASCE-7 STANDARD- \ re III os z CONSIDERED = A + B B. MATERIALS,IKCWDING BUT NOT LIMITED TO STEEL SCREWS.THAT CONE INTO CONTACT WITH OTHER / a 0 y 3 v cA (EACH MULLION END) DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE CHAPTER 20. 0I, ' In z B. CERTIFICATION OF THIS MULUON SYSTEM SCALL BE CONSIDERED VOID IF INSTALLED WITHOUT A III Id, III a N v • 41 FIXED WINDOW TO FIXED WINDOW BUILDING PERMIT FROM THE APPLICABLE LOCAL BURDING DEPARTMENT OR IF INSTALLED BY ANIONS Ir/ SEE MUWON 3 OTHER THAN A LICENSED CONTRACTOR EXPERIENCED WITH WINDOW INSTALLATIONS.WHEN WINDOW WIDTHS ARE GREATER 10.WINDOWS SHALL BE UNDER SEPERATE APPROVAL. III % 10, END DETAILS THAN THE MULLION LENGTH 11.ALL PELLA 250 SERIES NON-IMPACT VINYL SINGLE HUNG,DOUBLE HUNG,FIXED OR SUOLVG % #� • ON SHttl� 3 o�119t1Y IIS�' p WINDOWS MAY BE SUPPORTED BY THIS MUWON SYSTEM PROVIDING THEY ARE PROPERLY ANCHORED II L^ (SEE LOAD TABLE 1.0) TO 1HE MUWON. II_ _ ��AP'. A &4 �.\\F!. 4 k :-.0 r�� r= 12.ALLOWABLE PRESSURE ON THE MULLED UNITS SHALL BE CONTROLLED BY THE LESSER ALLOWABLE L 1.'F.+1Gi i'+_ <C. '•G NOTE WINDOWS MAY BE STACKED HORIZONTAL OR VERTICAL PRESSURE OF THE MUWON&DS END CONNECTIONS OR DIE WINDOWS IT SUPPORTS. a� ^ c6'••:`?. ga 13.FUSSER SIZES SHALL BE RESTRICTED BY THEIR OWN INDIVIDUAL APPROVAL "B" "A" v.rte:••� d" z EVAWADON OF IRIS PRODUCT IS BASED ON APPLICABLE STANDARDS AND/OR 14.ANCHORING OF LINTSWS TO THE OPENING SHALL BE PER THOR RESPECTIVE APPROVAL "I ;y M f7 J3 3„T INFORMATION&RESULTS FROM APPLICABLE 713f RLPORTS. THE FLORIDA BUILDING 15.CONDRIONS TOT SHOWN OR COVERED IN THIS DRAMNG SPALL BE SUBJECT TO SEPARATE REWEVI aJ�Z Bi +d- za CODE VERSION CONSIDERED WITH hR6 EVALUATION WAS 7110.7 IN FORCE AT THE TIME AD JOB SPECIFIC CER IQCATION BY A FLORIDA LICENSED ENGINEER. SINGLE OPERABLE WINDOW NEXT TO A SINGLE W d G •q Z'- W OF THE EVALUATION. IN TIE EVENT OF CODE VERSION CHANCES/UPDATES OR IN THE 16 THE ALLOWABLE PRESSURES STATED IN IDE LOAD TABLES CONSIDER THE WORSE CASE DF MULLION OPERABLE OR FIXED WINDOW --.:-• .o a N fL�"Q.`� EVENT THAT NEW OR ADDITIONAL TESTING IS COMPLETED ON THIS PRODUCT,PRIOR TO STRESS,DEFLECTOR AND END'REACTION. • • STATING CODE COMPLIANCE WITH TIRE STATE.THE MANUFACTURER SHALL CONFIRM 17.MULLION TUBES SHALL BE CONTINUOUS FROM END TO END. (SEE LOAD TABLE 3.0) ro2�••• z .•'`,,,y���' WITH DLC EVALUATION ENGINEER OF RECORD THAT EYER'YIHING SPECIFIED HERE-IN IS 18 WHEN VERTICALLY STACKED,THE MANUFACTURER/INSTALLER SHALL INSURE 11-AT DIE DEAD WEIGFR NOTES: �,. (96;••.„......... ••,,.•� ' 'No. REV. CURRENT WITH ALL CURRENT TESDNC,CODES AND APPLICABLE STANDARDS, — OF THE ABOVE WINDOW(S)WILL NOT CAUSE UNDO STRESS ON THE BELOW WINDOW(S). THIS NUWON �S b a THESES USED FOR THE IPOCAASSEMv mm/a0 SAL P HAULADOM SPECIFIED.F AIN ODIUER MAY Ya WEIGHT IDODESAE WINDOWS.FOR WIND LOAD RESISTANCE ONLY&IS NOT CONSIDERED TO SUPPORT THE *HUNG OPERABLEWINDWSNDOW(S) MAY BE SINGLE HUNG OR DOUBLE ✓/��IM�T i l0. nro NOR MAY 1HEY BE USED FOR RATIONAL AND/OR LOCAL APPROVAL OF ANY 18.THIS MULLION IS RESTRICTED TO MAXIMUM L/175 DEFLECTION PER FBG. 1 DF 6 PRODUCT NOT PRODUCED DY DRE MANUFACTURER SIATED ON THESE DRAWUI:S. CKED MULUON LENGTH- CENTER OF CENTER OF CENTER OF nwWws` 0E °Yi SEE MUWON END WINDOW CENTER OF 0 WINDOW WINDOW nnr: w1e WINDOW Itis oltmiu PANEL MUWON END PANEL PANEL DETAILS ON SHttIS 3 LOAD WIDTH_ LOAD WIDTH ...._ - - -- --- = STRAP EACH & 4 MULUON LOAD - (A+B)/2 y ( MULLION LOAD = (A+B)/2 T--11)--- I - MULLION END ` AREA CONSIDERED ) AREA CONSIDERED CENTER OF' _ 1 _ °A,. --'�I�j///i!_/���I II �- WINDOW \ - _ ---._-- - __-- I ie -- -' �� F .ir !` �11r �f ,a�//�� / / 'y Zi- c.....,_ ����% SEE MUIWON �\ f •�il/� SEE MUWON / Ii /iJ!1 I ` 4 I t 'r%' r.t� SW'_w I a III III ��I END DETAILS III III 11041, II END DETAILS in I ('P� r'"/ % ON SHEETS 3 /�I� ON SHEETS 3 ,� II T III III � � & 4Il L III III ��o III & 4 Iii / 1 � I `� II / - Ili �J ,/ : III III __ rI li - III III 1//I III Iii Z II �1 ¢ SEE MUWON / /i�/ III o SEE MUWON AI , I / U / I�Y I J /I II -1 II / 11 END DETAILS OppI 1 ` END DETAILS /1 Y/ �/ ! "B" ° I I s'/ I I III ON SHEETS 3 /I III 1 III ON SHEETS 3 III I B _ !'/!... -�CENTER OF 1/10' & 4 �// & 4 �1//Ii II WINDOW 1 0,/ �hI 1 I c~i II II o I MULLION LOAD III III ,,,/ III III III �1 III III a A1I0 n% 'I „s, X14,.,/I II I Z II ll END I AREA CONSIDERED `f)1 - -_ �� - - _`���I° _ �4L-- _ - I z - II STRAP (EACH II mag/ - _ _ - =I-- - _ F III, I MULLION END) � I z moo �� ill /, II I -"B° I •A° I "A,. I zc. z a IL �� IU SLIDING WINDOW NEXT TO A SINGLE SLIDING WINDOW NEXT TO A SLIDING -J 0 _.. . FIXED•WINDOW.......-. ..__.-.... _. . WINDOW. . . .. .. . m mg I TWO(2) PANEL SLIDING WINDOW WITH 3 0,,� A SINGLE FIXED WINDOW TRANSOM (SEE LOAD TABLE 1.0) (SEE LOAD TABLE 1.0) wa .-a (SEE LOAD TABLE 2.0) NOTE 2-PANEL SUDING WINDOW IS SHOWN. MORE THAN 2 NOTE 2-PANEL SLIDING WINDOWS ARE SHOWN. MORE THAN z PANELS MAY APPLY TO THE SUDING WINDOW- ' 2 PANELS MAY APPLY TO THE SLIDING WINDOWS. J F 3 • •:c § i 0 0 H MULLION LENGTH- I a m MUWON LENGTH MULLIONn El =[ 1MUWONENDDEONIP I / SHEETS 3 & 4 I 0 SEE MUWON END DETAILS / CONSIDERED w _Z6 CENTER OF MUWON END ON SHEETS 3& 4 A. wQ "A° ,y �� / STRAP SAND "A" For /'�I p/t 1� CENTER OF in zo � WINDOW ( //////� ,11 / I$I..�� j�j'%F/�..� / MULLION END) >�//// t �j!�+ %�("Al c� WINDOWS $ Wq r,4•I rar.,i ro fi-- 6-- fi'-- li'� t>, u:w 'i /01.1, fi�7; W n'=AAiM1 rr or- I f/y/y�yjl./�� ,. E7,7_ --- 1 I� 1%I!'�/ . ,c. � O /j j 11%'Yj I �� % I i� ISS/ 'JI tj p II CENTER OF 1=S id Z�+ Ya 11/ rN 1 I I` 1//1 I r// irj._� o R. „Fr _ ///! .1 e 1 i CENTER OF II // II it // II // II WINDOWS PI 34 WINDOWS I / / / I a.01411Y611/0,_` MULLION II II II I) II I _FOR THIS MULLION, >��C�o�,..-0..�„`J��sIe a LOAD AREA SEE RESPECTIVE s`P "•./6 li 13 CONSIDERED I' // I j // I WINDOW TO WINDOW FOR THIS MULUON, SEE RESPECTIVE e Ur'q, ET) LL A.t:- o ^ I ELEVATION WINDOW TO WINDOW ELEVATION ®o,;� 0 p:et . F MULTIPLE WINDOWS OVER MULTIPLE WINDOWS e v a 0:,z = ev x MULTIPLE WINDOWS WITH SINGLE TRANSOM ,(SEE LOAD TABLE 3.0) 1:1 -%2 z N`�;�o- E w �" (SEE LOAD TABLE 3.0) NOTES: r'�d'ti. c £ t+- NOTES: • CONTINUOUS MUWONS MAY BE HORIZONTAL OR VERTICAL 'is dby'.....°..°'..�a`' 3 v • BOTTOM WINDOWS MAY CONSIST OF UP TO 3 FIXED, OR • (HORIZONTAL SHOWN). J`'i/11111sat��� oeawma NO. NEN. OPERABLE WINDOWS. • CONFIGURATIONS MAY CONSIST OF UP TO 3 WINDOWS WIDE 1893 X 2 WINDOWS HIGH (AXED AND/OR OPERABLE) SHEET NO. 2 or 6 urts U. 7" MOM® 3"3"t3"3" U. r.6!�'n nr. id/U/4112 qL I(, M U 0 MULLION0 . • OEND ! • (--MULLION END FRAME SCREW CLUSTER STRAP (EACH , STRAP (EACH WHERE SHOWN AT MULLION 1 -CLUSTER FIN FASTENERS AT D MULLION END) END. SEE "FRAME ANCHOR € MULUON END) MULLION ENDS SUCH THAT REQUIREMENTS TABLE" ON I THERE ARE A TOTAL OF 3 I THIS SHEET FOR . EACH SIDE OF THE MULUON REQUIREMENTS. _ FOR WINDOW AND AS SHOWN. SEE "FRAME FOR WINDOW AND 1 • ANCHORING AROUND ANCHOR REQUIREMENTS ANCHORING AROUND WINDOW, SEE APPUCABL3 TABLE" ON THIS SHEET FOR WINDOW, SEE APPLICABLE i WINDOW APPROVAL REQUIREMENTS. WINDOW APPROVAL • -- A I • INSTALLATION CUP -- 3 d O O v CLUSTER WHERE SHOWN MUWON END EL ® AT MULLION END (SILL STRAP (EACH I p MUWON END ONLY). SEE "FRAME MULUON END) o I' W•-o • I OPPOSITE ANCHOR REQUIREMENTS v o - 5IRAP (EACH TABLE"ON THIS SHEET C o 1-0 MULLION END) // Ila D Q 0 FOR REQUIREMENTS. 5 z O zs oo N . — .._....._._..... •t.. - — — 3 0 ao • ¢ 14.14"4,4141 Q s d EXTERIOR ELEVATION z TYPICAL MULLED UNIT EXTERIOR ELEVATION: TYPICAL MULLED UNIT SCALE: 3/4" = 1'-0" a (NAIL FIN MOUNT CONDITION) SCALE: 3/4" = 1'-0" (FRAME SCREW AND CLIP MOUNT CONDITION) W FRAME ANCHOR REQUIREMENTS TABLE. .___ ____ ._.__.__ a. a OPENING TYPE FRAME/CUP/NAIL FIN TO MINIMUM MINIMUM 0 0 0 0 D (SUBSTRATE) • OPENING FASTENER TYPE EMBED EDGE DIST. o � NUWON MULL MUWON 0 CO (1) FRAME SCREWS 3 Ir,� MIN.2%4 WOOD FRAME OR BUCK NO. 10 SMS OR WOOD SCREW 1 1 4" 3 4" E z6 ^v (MIN. GR. 3 &G=0.55) � ' 1) MIN. 16 GA. 33 KSI METAL STUD NO. 10 GR.5 SELF TAP/DRILL SCREW FULL 1/2" 1p,--,F..7.-61,2 a L'�\ � - �Io iin��,'� o w.,)-Ng MIN. 1/8'THK A36 SI ELL NO. 10 GR.5 SELF TAP/DRILL SCREW FULL 1/2" o ---1141 'Amyl / 1 1� 10° = 8 w.z=gN MIN. 1/B"THK 603-T5 ALUM_ NO. 10 GR. 5 SELF TP/DRILL SCREW FULL 1/2" rll !Ile= Ty MIN. C-90 CMU OR 2500 PSI CONCRETE . (2) 1/4"CONCRETE SCREW 1 1/4" 2" Il.- FOAM TAPE REINFO©ENT [111011 FOAM TAPE Fcr Es=9 h) INSTALLATION CLIP SCREWS ! 1 BY PELLA Was `� BY PELLA `zz40c`nSm0 i $ EACH SIDE •i '� EACH SIDEgcz�i�nMIN.(IN. GRO 3&A6=0.55)UCK NO. 10 SMS SCREW 1 1/4" 1/2 FRAME INDOW 1Jrit• g I�o�J OF MULLION FI EW `Jl%1..,, OF MUWON ®9 Mo z `� 118:1 EY4O f: MIN. 18 GA. 33 KSI METAL STUD ND. 10 GR.5 SELF TAP/DRILL SCREW FULL 1/2" POLYURETHANE SEALANT I EXTERIOR I POLYURETHANE SEALANT — I EXTERIOR' yr>Si��Q`......44��"`'Ie MIN. 1/8"THK A36 STEEL NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" IN ACCESSORY GROOVES IN ACCESSORY GROOVES �QCK..•• "••..<9'e 1 MIN. 1/8"THK 6063-15 ALUM. NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" SECTION A SECTION A fy C7 n 2500 PSI CONCRETE 12) 1/4"CONCRETE SCREW 1 1/4" 2" SCALE: 3/4 FULL 3O SCALE: 3/4 FULL 3O a - o (3NG FIN FASTENERS (STANDARD ALUMINUM MULLION) (STEEL REINFORCED ALUMINUM MULLION)a�to N O kz MIN.2X4 WOOD FRAME OR BUCK NO.8 SMS SCREW 1 3/8" 1/2" (FIXED WINDOW JAMBS SHOWN. JAMBS OF OTHER WINDOW 1...„....-) zW (MIN.CR.3&G=0.55) "a 3•"'•. 1‘1\:\i7. •° za _ L SCREW FULL TYPES ARE SECURED TO THE MULLION THE SAME.) sob MIN.MIr1/8"111K 6063-15 ALUM. NO.8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" MULLION END SEALANT NOTE: THE MULLION ENDS ARE HELD BACK APPROXIMATELY 3/4". THE `®-4. 1 OT l Ogiop� � (1)FRAME AND INSTALLATION CUP SCREWS SHALL BE A PAN OR HEX HEAD SCREW. END 4 INCHES OF THE MULLION PART#1 ARE TO BE COMPLETELY SEALED TO THE WINDOW '--.. DRAINS NO. acv. (2)CONCRETE SCREWS SHALL BE ELCO ULTRACONS(CS.), ELCO CRETE-FLEX(S.S.), ITW FRAMES WITH POLYURETHANE SEALANT. SEALANT IS THEN TO BE PLACED ALONG THE MULLION 1 893 RAMSET/RED HEAD TAPCONS(C.S. OR S.S.)OR HILT! KWIK-CON II (C.S OR S.S.). END CROSS SECTION,A FOAM PLUG SHALL BE PLACED INTO THE CAVITY AND THE PLUG SHEET No. (3)NAIL FIN SCREWS MUST BE A WAFFLE HEAD SCREW OR HAVE A FLAT WASHER AT THE SCREW HEAD. EXPOSED EDGES ARE TO BE SEALED TO INC WINDOW FRAMES (PER PELLA INSTRUCTIONS). 3 OF 6 • OM.BY: CHECKED 91: IVIES W.WS nm: w¢ • 1-2 07/22/15 '— - '_ FIN FASTENER PER-- - ELEVATION ON SHEET 3 SUBST'RATE BY SEALANT BY OTHERS- OTHERS PEREl) n BEHIND NAIL FIN "FRAME ANCHOR 9 •-'. ,.1 •. _2;;..•- REQUIREMENTS 41. •:: = TABLE" NO. 8 X 3/8" FH MU SRTN END // MU LIONN •ENDw. .. .i,t, ...,. • "•::`° �r. ^r 1 4" MAX. 1 SCREWS (8 TOTAL; 4 '.:,!-•'..,- -'• •. r. ^•I ^' I EACH.SIDE OF DOUBLE FACED FOAM -- . .•. "• . A SPACE MULLION JOINT AT © TAPE FROM PELLA TO SIDE AND HEAD BE PLACED BETWEEN .•-..•• SEALANT BY ol----..:ND= F JOINTS ONLY) THE MULLION END STRAP OTHERS � ► SEAL SPACE VTTH AND WINDOW FRAME . LOW EXPANSION z (SILL ONLY) FOAM AROUND QQ • ��CXTERIOR Q PERIMETER OF g �� WINDOW FRAME 0 WINDOW FRAME �'.' a_ 4 STRAP SCREWS I y MULLION END (REF.) o o wm 0 !°#4.4w44+41 J� STRAP z 0 .-, ,,,Q O �,♦ I4/0♦�1� PELLA TAPE TO WRAP R��,'��,0♦ � I� �� ♦x.11 CONTOUR OF WINDOW 2 ♦ OI ♦ SECTION 0 o ��' I ♦s r♦ r,ot°iI ♦ .►r ♦♦ Ir♦OIIy�d✓�gla FRAME PLACED OVER •♦♦4, ♦ SCALE: 3/4 FULL - 7 p zA NiI♦�IV►r♦♦4,103.1 THE MULLION END 161We V+ 4040"W 0 0 4d D 402,1 ,!,,,t�Ii MULLI ON(CENTERED ON ,♦♦♦' 4'4a�♦♦+♦♦d (NAIL FIN MOUNT) 3 5 NW 1 I rAwatr ♦. 1: T). 34;4004+2#, (FIXED WINDOW SHOWN. OTHER WINDOW TYPES ARE INSTALLED THE SAME) a 2•-.1O I•aI4'2s+4''♦♦lfr•! *ticif+14,4; �I m 1Ac.i. �0r44:rilI MULLION JOINT SUBSTRATE BYf:, : i 4.4000441V14'♦:AI .• '44 ELEVATIONFRAME REW SHEET 3 "PER OFIHERS PER La RAME ANCHOR a R It♦♦♦I/�i/.♦♦0 4*! *041y0♦`.♦�iI S a f !�♦ 1���♦4��11 4.,� ♦�►�# 1:,.._ �.'i.. {.:. 'o::.: . '::4.1 :. TABLE" z rn !► 011► ♦I I 2♦♦p... AIS�I� ``; 1/4" MAX. SHIM W WQ st t�IAi ,A��.AI AT EACH ANCHOR co zap SEALANT BY- 0►�t>!As?■i. o a " i� SEAL SPACE WITH .- tr a 7 ® .' :,.'. OTHERS Mull 3gB3u�LOW EXPANSION €€FOAM AROUND F S=1 WINDOW FRAME 1EXTERIOR I ? PERIMETER NOF D 5 i i WINDOW FRAME o ,No NIS 0 111 I L�' STRAP SCREWS i N B 1 © MULLION END (REF.) 0 8 B 11 • STRAP eq�,W60111000gs SECTION >o.�\,.e" ..y9��try A'r �, SCALE: 3/4 FULL ® d . �••• O+ (FRAME SCREW MOUNT CONDITION) �cq;•Z m o o;}p "' ri x:a �' > (FIXED WINDOW SHOWN. OTHER WINDOW TYPES ARE INSTALLED THE SAME) u> O. �; re w (SEE WINDOW INSTALLATION DETAILS IN THE APPLICABLE WINDOW APPROVAL IX.) O k�:-O t w 66 FOR POSITION OF SCREWS WITHIN THE WINDOW FRAMES) S. N>)^.,. F?�q� MULLION END STRAP DETAIL ®r'°b�•-••-•°`0..<c,% 3 \ MULLION END STRAP DETAIL r111oa6+® DRAWING NO. KN. �l (APPLICABLE AT SIDES AND HEAD OF MULLED UNITS) (APPLICABLE AT SILL OF MULLED UNITS) 1893 SHEET NO. 4 or 6 DRAW B: MEIXm En: W.W.S. II WS. CONTINUOUS WOOD MEMBER LESS FO*_ me • SEAL SPACE WITH IN THICKNESS THAN A 2X_ BUCK " °i"B"' rF_XTERIOR.1 LOW EXPANSION TO BE MIN. 3 1/2" DEEP (N01 • SUBSTRATE BY k FOAM AROUND REQUIRED WHEN SHIM SPACE IS ••� OTHERS PER 3 PERIMETER OF WITHIN ALLOWABLE DIMENSIONS II "FRAME ANCHOR SHIM AS REQ'D TO • WINDOW FRAME SHOWN IN SECTIONS). •• SUPPORT&ALIGN dr ,„._1 ® ♦ REQUIREMENTS WINDOW i:.TABLE" INSTALLATION •_� CLIP ::f'..":'''<>: .'.' �_ SEALANT BY `0 -_.........i.“.44,-,. _— SEALANT BY �3 ipA!11❑ ' OTHERS \�r�Ks"LTL*4 4i .mac. FRAME SCREW PER OTHERS i� W ELEVATION ON SHEET'3 .:, .. . i, FLAL1/4" MAX. , a, & 'FRAME ANCHOR © ' .•I���1`: --MAX. 3/16" EACHCUP IEXTERIOR� ��_ _ REQUIREMENTS TABLE" MUWON END ..r.. '•'I '` Z THICK X 3" STRAP & DOUBLE.` -'• - LONG SHIM - FACED FOAM L.`:I '' -•:�::._ •'• . ''. :: ::>••-';:.:•• .' AT EACH CUP 0 STRAP SCREWS o� • SUBSTRATE BY OTHERS- --INSTALLATION CLIP SCREW PER MULUON END_ (REF.) a PER "FRAME ANCHOR "FRAME ANCHOR REQUIREMENTS STRAP REQUIREMENTS TABLE" TABLE" (2 PER CUP). z oz SECTION O OPTIONAL DIRECT MOUNT DETAIL o F �Q'.o SCALE: 3/4 FULL. 5 TO SUBSTRATE WITH SPACER Z Wa foo (HEAD SECTION SHOWN; SIDES ARE INSTALLED THE SAME) Z O uwr,'- (INSTALLATION CLIP MOUNT CONDITION) (DIRECT MOUNT CONDITION IS NOT APPLICABLE AT SILL) 30 ?a� (FIXED WINDOW SHOWN. OTHER WINDOW TYPES ARE INSTALLED THE SAME) U Z La O a.ap _--- 17.500 m a 6.813 6.813 i 0 - --4.875-----....._..--- ------4.875 � --2.938 2.938 - a 5 0.250'1.000 — 1.000 — 0 0.969 ± THICKNESS = 0.54" - �. ..-Cr, i -- - (16 GAGE) -- 4- E Za. 0.250, 0 MULLION END STRAP (0(0 z;_-...1 8 (50 KSI STEEL) Z•5Re^ 0.850 0.375 1 1----+ 3 Z 8p, • 0.400 5-= • M I 0.250 4 0.168 J(,_ I • z5 Pie- -10.11138 z e_ II D.O59 ,-c„, M 30 • !1 15 3 .. 0.545 3.000 ��o�,�P!1 a a j 0.244 -IiIII•••"'--� �! „................................ ii:r -.I .000 1.875 0.970 41): `\hPt4•,.• •., i i-0.085 O3 MULLC9V 0.500 _ n i i (RIGID PVC) U�i�c- co u a � o 1.000 • 20 REINFORCEMENT BAR "_. w 3 i° Qj_5= ' F z (36 KSI STEEL OR 34 m?i U • I KSI STAINLESS STEEL) 4 1.325 0.060 --•.:•;,,..„..7' � 0 ti�� : v LL \�� 0.250 nL •''••.... •etc ••• 0.870. 0.243�� T Ol,b4/ ?Ro`.°°` 06063 T 1 DRAWING NO. REV. OS .INSTALLATION CUP i`'/BTI I B B VA" (6063-T6 • (RIGID PVC) 1893 ALUMINUM) SHEET NO. 5 OF 6 LOAD TABLE 1.0 - LOAD TABLE 2.0 LOAD TABLE 3.0 ow..w: DECKED a.: _ w.ws w«s MAXIMUM MAXIMUM ALLOWABLE.PRESSURE(+/-PSF)-- MAMA! MNOMUM ALLOWABLE PRESSURE(+/-PSF) MAXIMUM MAXIMUM ALLOWABLE PRESSURE(+/-PSF) 1i.2 a1j1u/,s MULLION LOAD MULLION LOAD MULLION LOAD 1064281 H1DTH STANDARD STEEL.REINFORCED LENGTH MOTH STANDARD STEEL REINFORCED LENGTH WIDTH STANDARD STEEL REINFORCED (51J (IN.) ALUMINUM MULL ALUMINUM MULL (IN.) (1N.) ALUMINUM MULL ALUMINUM MULL (IN) (M) ALUMINUM MULL ALUMINUM MULL INSTRUCTIONS FOR TABLE USE: 108 10 N/A 23.0 106 18 N/A 23.8„_,,_ __1118 ,__18 _ N/A _ 23.8 1. DETERMINE JOB REQUIRED WIND PRESSURE FOR a. 102 24 N/A 21.2 102 24 N/A 21.2 _ 102 24 N/A .__21.2 THE OPENING. 18 6/A_ 78.3 18 N/A 263 18 N/A 28.3 2. DETERMINE THE MUWON LENGTH & LOAD WIDTH . 30 N/A 20.4 30 _ NLA y, 20.4 30 N/A 20.4 FOR THE APPLICABLE MULLION USING THE APPLICABLE 96 24 N/A 255 96 24 �A_ 25.5 96 24 ____111.A 75.5_ 18 22.0 33.9 18 22.0 333 18 25.0 33.9 ELEVATION ON SHEETS 1 & 2. 4 36 N/A__4 20.6 36 N/0 20.6 36 5/A "-' 20.6 3. FIND TFIE ALLOWABLE PRESSURE FOR THE MULLION 4 911 30 N/A 24.7 90 30 N/A 24.7 •__,_ 90 30 __N/A _24.7 CONDITIONS CONSIDERED AND VERIFY THAT IT IS LESS 24 20.1 30.9 24 20.1 _ 309 24 20.1 30.9 _• THAN THE REQUIRED PRESSURE. 16 26.8 41.2 18 28.8 41.2 18 26.8 41.2'� 42 N/A21.7 42 v/A _ 21.7 42 N/A 21.7 TABLE NOTES: 36 N/A 25.3 36 NIA 25.3 36 _N/A 25.3 `0 84 30 19.7 30.4 84 30 • 19,7 30.4 84 30- 19.7 30.4 1. FOR ALL CONNECTION TYPES, SEE SHEETS 3 & 4 • K 24 24.7 36.0 24 24.7 36.0 ___ 24 24.7 38.0 FOR DETAIL. IT 32.9--- 55.7 18 32.9 50.7 18 329 so,7 2. IN ORDER TO SIMPLIFY TABLES,TABLE PRESSURES 54 N/A 21.1_ 54 -WA__„___ 21.1 54 N/A 21.1 ARE UMITED TO 70 PSF. USE OF THESE MULLIONS 49 N/A 23.7 a8- 9/0 23.7 48 N/A 23.7 FOR PRESSURES HIGHER THAN 70 PSF SHALL BE P 42 N/A 27.1 42 N/A 271 az N/A 27.1 REVIEWED UNDER SEPARATE APPROVAL. a 78 35 25.5 " 31.6 78 36 20.5 31.6 78 35 20.5 31.6 0. 30 24.7380 30 24.7 300 30 24.738.0 3.THESE LOAD TABLES ARE CERTIFIED AS CORRECT IN M 24 30.8 - 47.5 24 30.8 47.5 24 30.8 47,5 CONTENT. HOWEVER, CHOOSING OF THE CORRECT I 18 41A 633 18 41.1 63.3 18 41.1 633 MULUON Sc CONNECTION FROM THESE TABLES FOR ES Z a I-Q1 66 N/A - 21.9 66 N/A 21.9 66_� N1A__.�._ T1.9__ SPECIFIC USE IS THE RESPONSIBILITY OF THOSE USING z QF i-o 60 N/A 24.1__ 60 N/A 24.1 60 N/A 24,1 o w N O THE TABLES AND SHOULD BE VERIFIED BY THE r-o 54 ______ILI _ 26.8 54 N/A 26.8 _ 54 N/A 26.8 Z L/71n 48 19.6 302 48 19.6 30.2 48 19.6 - 30.2 BUILDING OFFICIAL OR A FLORIDA CERTIFIED ENGINEER. o o_ 1 72 42 224 34.5 72 42 22.4 34.5 72 42 211.4 34.5 4.ALL LOADS IN THESE TABLES RESTRICT MULLION 3 p Zai., 36 26.1 _40.2+- 36 26.1 40.2 36 281 40.2 DEFLECTION TO L/175 PER THE FLORIDA BUILDING 2 2 `1 30 _31.4 483 30 31.4 483 30 31.4 48.3 CODE. q 24 39.2 60.4 24 39.2 60.4 26 39.2 60.4 ? 7 O ,0 16 52.3 70.0 19 52.3 70.0 18 52.3 70.0 Z GJ ^ 66 N/A 28.5 72 N/A 26.1 72 N/A 26.1 ll 60 20.4 31.366 _ N/A 28.5 66 _11/A 28.5 D 54 22.6 34.8 _60 20.4 31.3 60 20.4 31.3 48 75.4 39.2 54 22.6 34.8 54 22.6 34.8 L3 ¢ 66 42 29.1 44.8 48 75.4 39.2 48 25.4 39.2 W 36 33.9 522 66 42 29.1 44.8 66 42 29.1 44.8 d a 30 40.7 62.7 36 J 33.9 52.2 36 33.9 52.2 m 4 24 50.9 70.0 30 40.7 62.7 30 40.7 62.7 Z 1824 6?.6 70.0 50.9 70.0 24 50.9 70.0 • 60 27.1 41.7 18 67.8 70.0 18 57.6 _ 70.0 V.02 54 30.1 46.3 72 22.6 34.8 _-_-72 22,6 _30.0 [2 z 911 48 33.9 52.1 66 24.6 37.9 66 24,6 32.7 K W w 4 42 . 38.7 59.6 60 27_1 41.7 60 27.1 36.0 WN W .� 36 45.1 _ 69.5 54 30.1 46.3 54 30.1 40.0 60 Z� a. 30 54.2 70.0 60 43 - 33.9 52.1 6D 48 33.9 45.0 p Z z0.'2Si 24 67.7 70.0 42 38.7 59.6 42 36.7 51.4 p W d>El 3 73 70.0 70.0 36 45.1 69.5 36 45.1 60.0 Z 54 39.2 61.930 54.2 70.0 30 54.2 70.0 3^ 4j RFe 48 44.1 69.6 _ 24 67.7 70.0 24 67.7 70.0 Z 33 54 42 50.4 70.0 23 70.0 70.0 23 70.0 70.0 g 15 rw 36 58.5 70.0 72 29.4 46,4 72 29.4 313 g. pAR$lf 30 70.0 70.0 66 32.1 50.8 66 32.1 36.4 Z"Q 55.8 70.0 .0 48 42 63.8 70.9 60 39.2 61.9 5454 39.2 _44.4 g49Y 61 @ l6pBp c N . " 38 709 70.0 54 48 44.1 69.6 48 44.1 50.0 0.,`<�F,C� ���so�B P, AS 44 44 70.0 70.0 42 50.4 70.0 42 50.4 57.1 36 58.6 70.0 36 58.8 66.7 i, ............ 4 d _ 30 70.0 709 30 70.0 70.0 ,P •` ms .. 1.0_,1, ,4., 72 37.2 53.6 72 37.2 375 _+CJ %� C+3 U. 1%.7-0.51:. o a 0 aTz 66 44.6 58.4 66 40.6 40.9 .� .2 �. W. ,•,L r. F 3 _ 60 44.6e. _ 64.3 60 4044.6 5045.99 A 3 E) c}44 40 0.Z U 48 54 49.6 70.0 48 54 49,6 50.0 h. 48 558 700 46 55.8 56.3 0'7 O N4 0tea, E \` .4 42 53.8 70.0 42 63.8 64.3 'm J3 t `-4 W \ 3,.1 38 700 70.0 38 51.4 5.4 1.4 / �/,� 43 d 4.:" \� 66 53.9 60.8 22 572 48.6 61.2 544 57 1 57.1 '.4 le &A, )-��0�1 1104 0%`® 42 60 58.3 70.0 48 64.3 .84.3 54 64.8 70,0 44 70.0 70.0 8804460 NO. Ry, 99 70.0 70.0 60 60.0 60.0 - 1893 1 36 72 66.1 70.0 38 54 66.7 65.7SHEET N0. 6B' 70.0 70.0 51 70.0 70.0 6 of 6