Loading...
1211 Linkside Dr. 07-00000046 Window install r s, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 J,;19 Application Number . . . . . 07-00000046 Date 2/06/07 Property Address . . . . . . 1211 LINKSIDE DR Application type description RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1100 ---------------------------------------------------------------------------- Application desc WINDOW INSTALLATION ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BOSTON, KENNETH BB HOME 1894 SEMINOLE ROAD ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 270-2050 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 40 . 00 Plan Check Fee 20 . 00 Issue Date . . . . Valuation . . . . 1100 Expiration Date . . 8/05/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 40 . 00 40 . 00 . 00 . 00 Plan Check Total 20 . 00 20 . 00 . 00 . 00 Grand Total 60 . 00 60 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH WINDOWS, SKYLIGHTS, GARAGE DOORS, HURRICANE SHUTTERS Date: Please submit(2) complete sets of plans, (2) sets of product approvals and installation instructions with application . Job Address: �� /�2/� ���a1d� -_ r(an�G chi, >-L32.2,33 nP rl&A � Address: /.2// /p,Ics/zlA /�Z 5396 Legal Description: Block Number: 7Q - Lot Number. 8D ZoningDistrict: 13 p t AB a cor+M A ro�2 Contractor: 13f3kame 0S S Y-,&o l\-x Deebe State License Number: 0'7 — 0 UOD 6 OX 2 Address: I g�q P=-� .322 �) Phone: .2D-6 - $5q 0 City: State: 17-L`Zip: 2 , Fax: .1-7D - a090 // Describe proposed use and work to be done: �;hJo kJ s,���,a.hd n 4 r, k; J � d //^ 1-,h"/ .S"h-4/p i' 1^4 r �D✓t7�� �dt7�� / I "1 lMUr1 A t- y�/ ►J_ J h r .�i. Present use of land or building(s): r'eslJe--t A oln S So4vr Valuation of proposed construction: �//D©ag- 97 Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Required Building Data: Mean Roof Height (ft) Building Width 9!; (ft) Building Length (ft) t Roof Slope Window Height (ft) Window Width �f (ATY OF ATLANTIC BEACH Window Elevation from Grade / (ft) BUILDING OFFICE Measurement from corner of building to window I (ft) FEB 0 007 Number of windows being installed I By: Mean Roof Height 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ei.atlantic-beach.fl.us Page 1 Revised 10/06 Procedure: In order to expedite issuance of permits provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. In addition to the building data,the following information is required: 1. Manufacturer's Test Report with Uniform Structural Load(psf) 2. Installation Procedures 3. Window Description/Type 4. Garage Door Description/Type 5. Skylights Description/Type 6. Hurricane Shutter Description/Type 7. Elevation View of Window Locations I hereby certify that all information provided with thisapp 'cation is correct. I Signature of Owner: Date: / Uo I hereby certify that I have read and examined this application and know the same to be true and cor ect. All provisions of the 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 federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: Date: / 3 0 Address and contact information of person to receive all correspondence regarding this application(please print). Name: &e _1& / / Mailing Address: 1�/ &,,7, o/Q r[cw14�c �� , �l 3.42 3 3 Telephone: ��6 —8540_Fax: o_70 -.2O.S0 E-Mail: g beebe h00 , oma. AS TO OWNER: Sworn to and subscribed before me this 2 day of I�trwic�l ,206_. State of Florida,County of Duval �4 P RAID D. SYLVERSTON Y Notary's Signature: Nfty Public-State of Florio. Ce Wolin Expha Jun 25,2010 ❑ xps6nally known Ctx+nayMpn#DD 567240 0'Produced identification 9oMed Illy Nolonal Notary Am. Type of identification produced F- 40�-- AS TO CONTRACTOR: Sworn to and subscribed before me this ' day of 20 Ve— State of Florida,County of Duval Notary's Signature: A ,e,& GA"ANT GARRETSON � Nosery lab!c 5!rtte of Florida $ s MV cor„ zyo�res Mar.31,2008 E] Personally known 05964 01produced identification Type of identification produced ft, Lb 1, 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Page 2 Revised 10/06 Plan Review Check List All of Atlantic beach is in. 120 mph. Exposure C Wind load calculations to match. FBC 106.3.5 Two sets of Product Approval's for all exterior doors, windows, skylights, cladding, garage doors, shutters, roofing, etc showing pressures that they were tested too, including installation instruction's . Wind pressures, pos and neg on all the openings. FBC 106.3.5 Site specific structural drawings no cookbook engineering.FBC 106.3.5 A full wall section from foundation to roof. FBC 106.3.5 Show all shear walls. FBC 106.3.5 Connector schedule for all connections truss, rafters, columns to beams, beams to walls etc. FBC 106.3.5 Egress windows in all bedrooms. FBC R 310 Halls 36"FBC R 311.3 t Front door 36" FBC R 311.4.2 Garage door to house 20 min fire rating. FBC R 309.1 Duct penetration in to the garage minimum No. 26 gage sheet metal. FBC R 309.1.1 5/8 Type X Drywall ceiling of garage if living space above, %2 all remaining. FBC R 309.2 Smoke detectors in all bedrooms and outside each sleeping area etc. FBC R 313.1 Smoke detectors in existing areas to be wired together—remodel FBC R 313.1.1 see Exceptions. Are fault branch circuits all bedrooms. (receptacles, lighting, etc) NEC 2000 210.12 (B) Under stair protection. FBC R 311.2.2 Stair drawing to show thy comply with all of R311.5 width,headroom, riser height, tread depth, profile, Landings, handrails—height—continuity—grip size, Illumination. FBC 106.3.5 Riser diagram electrical FBC 106.1.1 Load calculations for electrical. FBC 106.1.1 AC drawings FBC 106.1.1 Two full sets of Energy calculations FBC Chapter 13 Two full sets of truss plans. Draft stopping for floor truss FBC R 502.12 Tempered glass in hazardous locations. FBC R 308.4 Attic access shown. FBC R 807.1 not less than 22in by 30in. Attic ventilation FBC R 806.1 Accessibility FBC R 322.1.1 one bath on grade level with 29" clear opening. CITY OF ATLANTIC BE TF RJggICANE SHUT Rs SKYY,IGHTS,GARAGE DOORS WINDOWS ©6 Datwith r ovals and installation instruc complete sets of plans, (2) sets of product aper please submit (2) � application . Job Address: 21 Owner: C 3 /d 0 Zonm District: Address: Lot Number: A3 c�mA�7O�- Description: B1ockNtunber: 7f.� Legal Descrip e� State License Number: �j�tOv n� l c Phone: Contractor: 3A 3 Fax: Address - c �--- Address: State: `�Zip: Z a 10 i: ' � �-� ✓' ` City: � 4C . • ry, - l Describe proposed use and work to be done: -- a k 1411,11110 Present use of land or building(s)• reSit� ��l� re �d9 If yes,p lease submit with this Valuation of proposed construction: Is approval of Homeowner's Association or other private entity q application. Data: i Required Building Building Length 3� (ft) (ft) Building Width ` (ft) Mean Roof Height___�_ (ft) Window Height (ft) Window Width 'Roof Slope Window Elevation from Grade--_q__(ft) Measurement from corner of building to window l2' ber of windows being installed A.P. PROVED C. Committee Selva Linkside Unit.1 Mean Roof Height Homeowners Associdon � yi •Atlantic Beach,Florida 32233-5445 2 800 Seminole Road At : (904)247-5800 • Fax: (904)247-5845 • http://w w,•ci•atlantic-beach.fl.us phoneRevised ( l� �/p � � C� ?) age 1� I. i I �_ � I I �. � �. 1 ' l/� V v,,,� �C'� Y t `�-. N Florida Building Code Online Page 1 of 4 BCIS Home Log In Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff B � �aIIf Product Approval t' 4 USER: Public User s + Product_Ap_Rrov_al Menu > Product or AFlication Search. > ARplication_L ' > Application Detail FL # FL6431 Application Type New Code Version 2004 Application Status Approved Comments Arch ived (— Product Manufacturer Pella Corporation Address/Phone/Email 102 Main St. Pella, IA 50219 (641) 621-1000 jahayden@pella.com Authorized Signature Joseph Hayden jahayden@pelia.com Technical Representative Address/Phone/Email FILE C Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturers Asso, Referenced Standard and Year (of Standard http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvOwXzQwHou9... 11/15/06 Florida Building Code Online Page 2 of 4 Standard) ANSI/AAMA/NWWDA 101/I.S.2-97 ASTM E1300-02 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 03/04/2006 Date Validated 03/04/2006 Date Pending FBC Approval 03/08/2006 Date Approved 03/22/2006 Summary of Products FL # Model, Number or Name Description 6431.1 Series/Model 10 (411-H-808.11) Vinyl Sin(, Limits of Use Certification Agency Ce Approved for use in HVHZ: No FL6431_RO_C_CAC—CCL - Approved for use outside HVHZ: No Installation Instruction Impact Resistant: N/A FL6431_RO_1I_Thermast Design Pressure: N/A Construction Installation_] Other: H-R35 (48in x 72in). Configurations of Verified By: Window and glass conform to ASTM E1300-02. Association 6431.2 Series/Model 10 (411-H-808.13) Vinyl Sin(, Limits of Use Certification Agency Ce Approved for use in HVHZ: No FL643_1_RO CCAC CCL Approved for use outside HVHZ: No Installation Instruction Impact Resistant: N/A FL6431RO II_-Thermast Design Pressure: N/A Construction Installation l Other: H-R40 (36in x 72in). Configurations of Verified By: Window and glass conform to ASTM E1300-02. Association 6431.3 Series/Model 10 (411-H-808.09) Vinyl Sin(, Limits of Use Certification Agency Ce Approved for use in HVHZ: No FL6431 RO_C_CAC_CCL Approved for use outside HVHZ: No Installation Instruction Impact Resistant: N/A FL6431RO_II-_Thermast Design Pressure: N/A Construction Installation_I Other: H-R35 (48in x 84in). Configurations of Verified By: Window and glass conform to ASTM E1300-02. Association 6431.4 Series/Model 10 (411-H-808.07) Vinyl Sin(, Limits of Use Certification Agency Ce Approved for use in HVHZ: No FL6431ROCCAC_CC Approved for use outside HVHZ: No Installation Instruction http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvOwXzQwHou9... 11/15/06 Florida Building Code Online Page 3 of 4 Impact Resistant: N/A FL6431 RO II_The-r-mast, Design Pressure: N/A Construction Installation I Other: H-R40 (48in x 84in). Configurations of Verified By: Window and glass conform to ASTM E1300-02. Association 6431.5 Series/Model 10 (411-H-808.05) Vinyl Sin(. Limits of Use Certification Agency Ce Approved for use in HVHZ: No FL64_-31 RO_C_CAC_CCL Approved for use outside HVHZ: No Installation Instruction Impact Resistant: N/A FL6431 RO I_I—Thermast Design Pressure: N/A Construction Installation_I Other: H-R35 (36in x 60in). Configurations of Verified By: Window and glass conform to ASTM E1300-02. Association 6431.6 Series/Model 10 (411-H-807.00) Vinyl Sin( Limits of Use Certification Agency Ce Approved for use in HVHZ: No FL6431_RO__C__CACCCL Approved for use outside HVHZ: No Installation Instruction Impact Resistant: N/A FL6431._ROIL Thermast Design Pressure: N/A Construction__I_nstallation l Other: H-R50 (42in x 72in). Configurations of Verified By: Window and glass conform to ASTM E1300-02. Association 6431.7 Series/Model 10 (411-H-808.01) Vinyl Sint Limits of Use Certification Agency Ce Approved for use in HVHZ: No FI-6431 RO—C_CAC_CCL Approved for use outside HVHZ: No Installation Instruction Impact Resistant: N/A FL6431_RO_II_Thermast Design Pressure: N/A Construction Installation l Other: H-R25 (48in x 72in). Configurations of Verified By: Window and glass conform to ASTM E1300-02. Association 6431.8 Series/Model 10 (411-H-808.15) Vinyl Sint Limits of Use Certification Agency Ce Approved for use in HVHZ: No FL6431_RO__C_CAC_C-CL Approved for use outside HVHZ: No Installation Instruction Impact Resistant: N/A FL6431 RO II_Thermast Design Pressure: N/A Construction Installation I Other: H-R35 (36in x 72in). Configurations of Verified By: Window and glass conform to ASTM E1300-02. Association Back Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850)487-1824, Suncom 277-1824, Fax(850)414-8436 © 2000-2005 The State of Florida. All rights reserved. Copyright and Discl, http://www.floridabuilding.org/pr/pr app_dtl.aspx?paramwGEVXQwtDgvOwXzQwHou9... 11/15/06 ©Pella Corporation 2005 Part Number:V782588 INSTALLATION INSTRUCTION FOR DOUBLE-HUNG, SINGLE-HUNG, SLIDING, FIXED, CASEMENT & T � AWNING WINDOW WITH NAIL FIN Illustrations shown are for a Double-Hung Window product.The steps are the same as the Single- hung,Sliding,Fixed,Casement,and Awning units.Notes are provided at steps where the information is not the same for all products. bistadVation Instructions for Typical[Food Frame Construction. These instructions were developed and tested for use with typical wood frame wall construction in a wall system designed to manage water.These instructions are not to he used with any other construction method.Installation instructions for use with other construction methods may be obtained from Pella Corporation,a local Pella retailer,or by visiting http.-#wwnatbermastarbype1&eom. Building designs,construction methods,building materials,and site conditions unique to your project may require an installation method different from these instructions and additional care.Determining the appropriate installation method is the responsibility of you,your architect,or construction professional. Handling and Storage. Provide full support under the framework while storing,moving and installing the product.DO NOT lift the product by the head member only.Remove the plastic shipping material prior to stoning or installing the product.DO NOT store in direct sunlight.Allow sufficient spacing between products for ventilation. YOU WILL NEED TO SUPPLY: TOOLS REQUIRED: •Cedar shims/spacers(12 to 20) .� •Tape measure I •2"galvanized roofing nails(1/4 lb.) •Level IMCMEM== •Closed cell foam backer rod/sealant backer(12 to 30 ft.) •Square AL_ it � •Pella*SmartFlash'foil backed butyl window and door •Hammer flashing tape or equivalent a •Stapler •Great Stuff TM Window and Door Insulating Foam Sealant •Scissors or utility knife A►, by the Dow Chemical Company or equivalent low pressure •Small flat blade screwdriver polyurethane window and door foam-DO NOT use high pressure or latex foams. •High quality exterior grade polyurethane or ,-r::.. Installation will require(2)or silicone sealant(1 tube per window) more persons for safety reasons. REMEMBER TO USE APPROPRIATE PERSONAL PROTECTIVE EQUIPMENT. Nailing VVindaw'Ibp F. ---------- Co _____ ________ ______ma Fhdung 'raps ----- - - Fiuhi 6 __ Tape T p FIa<hing Tape Sid. Tach F•ladiin6 wind„n.snm, S81 FlahingTapc YI Sill Flmhing'I'ape.t2 M Barn r in graing Always read the ThermaStar by PellaTM Limited Warranty before purchasing or installing ThermaStar by Pella products.By installing this product,you are acknowledging that this Limited Warranty is part of the terms of the sale.Failure to comply with all Pella installation and maintenance instructions may void your Pella limited warranty.See Limited Warranty for complete details at bttpd1warranty.thermastarcom. f 1 ROUGH OPENING PREPARATION A.Verify the opening is plumb,level and square.Ensure the bottom of the rough opening does not slope toward the interior. Interior Note.Do not install in out-of-square opening or on a surface that is not level lA B. Verify the window will fit the opening.Measure all four sides of the opening to make sure it is 1/2"larger than the window in both width and height.On larger openings measure the width and height in several places to ensure the header or studs are not bowed. Note.1-112"or more ofsolid wood blocking is required around the perimeter of the opening.Fix any problems with the tough Interior opening before proceeding. C. Cut the weather resistive barrier(1 Q. 1B Weather Resistive Barrier 41 st Cal 4th cur. i�3id are Make a G'cut up from each top corner at a 45" angle to allow the weather barrier to be lapped over 45' the fin at the head of the --------_ _ Ypia1 window. C' -- CrW -cut 1 D.Fold the weather resistive barrier(1D).Fold side and bottom flaps into the opening and staple to inside wall.Fold top flap up and 1D temporarily fasten with flashing tape. E.Apply sill flashing tape#1.Cut a piece of flashing tape 12"longer than the opening width.Apply at the bottom of the opening as shown(IE)so it overhangs 1"to the exterior. Note.The tape is cut 12"longer than the width so that it will extend 6"up each side of the opening. lE 6" 1ta' E Tab the sill flashing tape and fold.Cut 1"wide tabs at each corner (1/2"from each side of corner) (1F).Fold tape to the exterior and �1F press firmly to adhere it to the weather resistive barrier. t" G.Apply sill flashing tape#2.Cut a piece of flashing tape 12"longer I G than the opening width.Apply at the bottom,overlapping tape#1 by at least 1".Do not allow the tape to extend past the interior face of the framing(1G). Note. The flashing tape does not need to extend all the way to the interior of the framing. H.Install and level sill.Place 1"wide by 1/4"thick shims on the bottom of the window opening, 1/2"from each side,beneath transition bars,mullion joints and sliding window interlockers.Place an additional 1"wide by 1/4"thick shims, ensuring that the distance between shims is not more than 18"on center.Adjust shims as necessary to ensure the sill is level. 1H Note: To determine the depth of&shim,measure the distance from the back ofthe fin to the interior frame edge and cut the shim to this dimension.Place the exterior edge of the shim flusb with the exterior of the building.Improper placement of shims may resuk in bowing the bottom of the window. 2 SETTING AND FASTENING THE WINDOW A. Remove packaging from window.DO NOT open the window until it is fully fastened.Inspect the unit for any crack or penetration in the frame.DO NOT install damaged units. TWO OR MORE PEOPLE WILL BE REQUIRED FOR THE FOLLOWING STEPS. B.Insert the window from the exterior of the building.Place the bottom of the window on the spacer at the bottom of the 2B opening,then tilt the top into position.Center the window between the sides of the opening to allow clearance for shimming,and insert one roofing nail in the first hole from the corner on each end of the top nailing fin.These arc used to hold the window in place while shimming it plumb and square. Note:DO NOT drive the nail all the way in. C.Plumb and square window.Place shims 1"from the bottom and to of the window between the P I Ti tenor View window and the sides of the opening.Adjust the shims as required to plumb and square the window in the opening. 2C Casement,Fixed&Sliding:If the frame height exceeds 47",place shims at the midpoint of the window sides. Double and Single-hung:Be sure to shim at the checkrail.If the frame height exceeds 47", place additional shims midway between the checkrail shims and both the top and bottom 2C shims. D.Fasten the window to opening by driving 2" galvanized roofing nails into every other pre- punched hole in the nailing fin.Drive nails until the head contacts the fin,however do not sink the head.This allows for movement of buildingw materials. - DP 50:Insert#8 x 2"pan head stainless steel wood screws with flat washers into every pre-punched hole in the nailing fin.Drive screws until the head/washer contacts the fin,however do not sink the washer.This allows for movement of building material. 2D E.Check window operation(vent units only).Open and close the window a few times to check for proper operation.Close and lock the window. Double and Single-hung:Make sure the window will tilt correctly. Note:If there are any problems with the operation of the window; recheck shim locations and adjust for plumb and square. -J 3 INTEGRATING THE WINDOW TO THE WEATHER RESISTIVE BARRIER A.Apply side flashing tape.Cut 2 pieces of flashing tape 4"longer than the frame height of the window.Apply one piece to each side over ' the nailing 6n and onto the weather resistive barrier.The tape should extend 2"above the top of the window and 2"below the bottom of the window.Press the tape down firmly. 81" B. Apply top flashing tape.Cut a piece of flashing tape long enough to go across the top of the window and extend at least 1"past the side flashing tape on both sides.Apply the tape over the top nailing fin as shown.Press the tape down firmly. Note.DO NOT tape or seal the bottom nailingfin. 3B 31; , , , C. Fold down top flap of weather resistive barrier(3C). - D.Apply flashing tape to diagonal cuts.Cut pieces 3C of flashing tape at least 1"longer than the diagonal cuts in the weather resistive barrier.Apply the tape,covering the entire diagonal cut in the weather resistive barrier at both upper corners of the window.Press the tape down firmly. 3D Note:Be sure to overlap the top corners(3D). 3D) ' , 4 INTERIOR SEAL Caution:Ensure use of low pressure polyurethane window and door insulating foams and strictly follow the foam manufacturer's recommendations for application. Use of high pressure foams or unproper application of thefoam may cause the window frame to bow and hinder operation. A. Apply insulating foam sealant.From the interior,insert the nozzle of the applicator approximately 1"deep into the space between the window and the rough opening and apply a 1"deep bead of foam.This will allow room for expansion of the foam and will minimize squeeze out.For windows with jamb extensions installed,ensure the foam is placed between the window frame and the rough opening,not between the jamb extension and the rough opening.If using insulating foam other than Great Sruffr^2 Window and Door Insulation Foam by the Dow Chemical Company,allow the foam to cure completely(usually 8 to 24 hours)before proceeding to 4A the next step. Note:It may he necessary to squeeze the end of the tube with pliers to be able to insert into the space between the window frame and the rough opening.DO NOT completely fill the space from the back ofthe f n to the interior face of the window. B. Check window operation by opening and closing the window. Note.If the window does not operate correctly,check to make sure it is still plumb,level, square and that the sides are not bowed If adjustments are required,remove thefoam with a serrated knife.Adjust the shines,and reapply the insulating foam sealant. SSEALING THE WINDOW TO THE EXTERIOR WALL CLADDING Note. The VnyUSteel siding detail below applies to windows that do not have a J--mould as part of the frame.For windows that have J--mould as part of the frame,this step should be omitted When using windows that have J--mould as part of the frame in masonry or with wood siding the J-mould must be removed from the frame,and the backer rod sealant must be applied as shown in the details below. P.RICKVE\EER - - V114YLtiTEkL W"'ID.SRNN(i gr)rNr — WMTTRIM ( - ralrx I i : a 7 1 \fin. \lin. A.Insert closed cell foam backer rod into the space around the I--------------- window as deep as it will go.This should provide at least a 1/2" clearance between the backer rod and the exterior face of the window. Note:Backer rod adds shape and depth for the sealant line. 5A 1 I I I B.Apply a bead of high quality exterior grade sealant to the entire perimeter of the window.Note:Refer to the sealantmanufacturer's label to verify compatibility with vinyl and the adjoining building components and priming requirements. C.Shape,tool and clean excess sealant.When finished,theti sealant should be the shape of an hourglass. Note: Ibis method creates a mouse flexible sealant line capable of expanding and contracting. 1——————— i Architectural Testing NOTICE THIS DOCUMENT IS BEING PROVIDED FOR THE LIMITED PURPOSE OF OBTAINING BUILDING CODE APPROVAL. ACTUAL TEST RESULTS PROVIDED HERIN SUPPORT AND, IN SOME CASES, EXCEED PUBLISHED PERFORMANCE CLAIMS. SEE PRODUCT LITERATURE FOR COMPLETE PERFORMANCE INFORMATION. A 101/I.S.2-97 TEST REPORT Rendered to: PELLA WINDOWS AND DOORS SERIES/MODEL: 10 TYPE: PVC Single Hung Window Report No: 01-44887.04 Report Date: 12/01/03 Expiration Date: 04/18/07 130 Deny Court York, PA 17402-9405 phone:717.764.7700 fax:717.764.4129 www.archtestcorn Test Specimen#3: H R40* 35 x 72 (Continued) Optional Performance 4,4.2 Uniform Load Struchmral(ASTM E 330-97) (Permanent sets reported were taken on the sash stile) (Loads were held for 10 seconds) 60.0 psf(positive) 0.02" 0.14" max. 60.0 psf(negative) <0.01" 0.14"max, Test Specimen#4: R-R50* 48 x 54 Optional Performance 4.4.1 Uniform Load Deflection(ASTM E 330-97) (Deflections reported were talcsn on the fixed meeting rail) (Loads were held for 52 seconds) 50.0 psf(positive) 0.99" See Note#2 50.0 psf(negative) 1.07" See Note#2 4.4.1 Uniform Load Deflection(ASTM E 330-97) (Deflections reported were taken on the sash stile) (Loads were held for 52 seconds) 50.0 psf(positive) 0.42" See Note#2 50.0 psf(negative) 0.06" See Note#2 4.4.2 Uniform Load Structmz<al(ASTM E 330-97) (Permanent sets reported were taken on the fixed meeting raid) (Loads were held for 10 seconds) 75.0 psf(positive) 0.l3" 0.18"max. 75,0 psf(negative) 0.12" 0.18"max. 4.4.2 Uniform Load Stuctural(ASTM E 330-97) (Pennanent sets reported were taken on the sash stile) (Loads were held for 10 seconds) 75.0 psf(positive) 0.04" 0.11"max. 75.0 psf(negative) <0.01" 0.11"max. 01-44887.04 Page 6 of 9 Test Results: (Continued.) Paragraph Title of Test- Test Method Results Allowed Test Specimen#1; H R15 48 x 72(Continued) 2.1.7 Welded Comer Test Meets as stated Meets as stated 2.1.8 Forced Entry Resistance(ASTM F 588-97) Type: A Grade: 10 Lock Manipulation Test No entry No entry Test Al through AS No entry No entry Test A7 No entry No entry Lock Manipulation Test No entry No entry Optional Performance 4.3 Water Resistance(ASTM E 547-00) (with and without screen) WTP=9.0 psf No leakage No leakage Test Specimen#2: H-R50* 35 x 54 Optional Perfonnance 4.4.1 Unifonn Load Deflection(ASTM E 330-97) (Deiiec ions reported were taken on the fixed meeting rail) (Loads were held for 52 seconds) 50.0 psf(positive) 0.47" See Note#2 50.0 psf(negative) 0.45" See Note#2 4.4.1 Uniform Load Deflection(ASTM E 330-97) (Deflections reported were taken on the sash stile) (Loads were held for 52 seconds) 50.0 psf(positive) 0.29" See Note#2 50.0 psf(negative) 0.06" See Note#2 01-44887.04 Page 4 of 9 Test Specimen Description: (Continued) Drainage: Descriptio OuantitV Location 3/8"long by 1/8"wide 2 3-12"from ends of bottom rail 1"long by 1/4"wide 2 2"from each end of sill draining the interior channel to the hollow below 1-12"long by 1/4"high. 2 1-12"from ends of sill draining the interior hollow to the center hollow 1"long by 1/4"high 2 1-12"from ends of sill draining the center hollow to the exterior hollow 12"long by 1/4"high 2 1-1/2"from ends of the exterior wall draining the exterior hollow Installation: Each window was installed into a#2 Spruce-Pine-Fir wood test buck. The integral nail flange was set against a bed of silicone and secured with#6 by 1-3/8"screws with 1/4"fender washers located 5"from each end and 8" on center. Test Results: The results are tabulated as follows: Paragraph Title of Test- Test Method Results Allowed Test Specimen#1: H-Rl5 48 x 72 2.2.1.6.1 Operating Force 27 lbs max. 30 lbs max. 2.1.2 Air Infiltration(ASTM E 283-99) as 1.57 psf(25 mph) 0.12 drn/ft' 0.3 cfinTft'max. Note #1: The tested specimen meets the performance levels �pecified in AAMA/Nl3 WDA 101II.S.2-97 for air infiltration. 2.1.3 Water Resistance(ASTM E 547-00) (with and without screen) WTP=2.86 psf No leakage No leakage 0144887.04 Page 2 of 9 , Test Specimen Description: (Continued) Test Specimen#2: H-R50* 35 x 54 Overall Size: 2' 11-1/2"wide by 4'S-1/2"high Sash She: 2'9-3/8"wide by 2' 2"high Reinforcement: Galvanized steel reinforcing (Drawing #10-48) was utilized in the active meeting rail. Test Specimen#3: H-R40* 35 x 72 Overall Size: 2' 11-1/2"wide by 6' 0"1ugh Sash Size: 2'9-1/2"wide by 2' 11-7/16"high Reinforcement: Galvanized steel reinforcing (Drawing #10-48) was utilized in the active meeting rail and stiles. Test Specimen#4: H-R50*48 x 54 Overall Size: 4'0"wide by 4'S-112"high Sash Size: 3' 10"wide by 2'2-1/4"high Reinforcement: Pultruded fiberglass reinforcing (Drawing#10-46)was utilized in the fixed meeting rail. Galvanized steel(Drawing#10-48)was utilized in the active meeting rail. Test Specimen#5: H R50* 48 x 54 Overall Size: 4'0"wide by 4'S-1/2"high Sash Size: 3' 10"wide by 2'2-1/41'high Reinforcement: Galvarvzed steel was utilized in the active meeting rail (Drawing #10-48). Galvanized steel reinforcement was utilized in the fixed meeting rail (Drawing #10- 46,Revised 9/5/03). i Ak Architectural Testing AANLA/NWWDA 101n.S.2-97 TEST REPORT Rendered to: PELLA WINDOWS AND DOORS SERIES/MODEL: 10 TYPE: PVC Single Hung Window Summary of Results Tide Specimen#1 S ecimen#2 Specimen#3 AAMA Kati H-R15 48 x 72 H-R50* 35x54 H R40* 35 x 72 Operating Force 27 lb max_ N/A N/A Air h fih ation 0.12 c f n/ft NT/A N/A Water Resistance Test Pressure 9.0 Psf N/A N/A Uniform Load Deflection Test Pressure 115.0 psf ::50.0 sf ±40.0 psf Uniform Structural Load Test Pressure +:22.5 psf ±75.0 psf ±60.0 psf Forced Ln Resistance Grade 10 1 N/A == N/A Summary of Results Title Specimen#4 Specimen#S AAMA Ratio H-R50*48 x 54 H-R50*48 x 54 OperatingForce N/A N/A Air Infiltration N/A 0.14 cfrnjft2 Water Resistance Test Pressure N/A 7.50 psf Uniform Load Deflection Test Pressure f50.0 Psf ±50.0 psf Uniform Structural Load Test Pressure +-75.0 psf 1-75.0 psf Forced Resistance N/A N/A Reference should be made to ATI Report No. 01-44887.04 for complete test specimen description and data. 130 Derry Court York, PA 17402-9405 phone:717.764.7700 fax:717.764.4129 www.archtestxom