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Home My WebLink AboutProduct Approval; 10970.2rlonda Building Code ()nine Page 1 of 1 .n Professional Fl0fl3aDepillyiElitilf BaS Home I tog In I user Registration i Hot Topla i Submit Surcharge I Stab; B Facts PubBmUons FBC Stag I BaS Site Map I unks I Seamb Busines Professi na1 ` : P : putt Approval ublic Regulation PrgQuCLAupSyalMenq > PPMd.d or Appllatiol�rdt > Appllptlon List Search Criteria Refine Search Code Version 2007 FL# 10970.2 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Results - Aoolications FL# Type Manufacturer _ Validated By Status FL1Q970- Revision ELD-WEY FL*: FL10970.2 American Architectural Approved Manufacturers Association Ri story Model: Builders Aluminum (847) 303-5859 Description: Side Load Single Hung (4100) 52x72 Annealed Insulated Glass or Single Glaze Category: Windows Subcategory: Single Hung The State of Flodda is an AAJI£O employer. ramnight 2002-2010 State of Flodda.:: P cy Statement :: A¢essibtN Statement :: Refund Statement Under Florida law, e-mail addresses ale public records. If you do not want your e,mall address released In response to a public -morels request, do not send electronic mall to this emity. Instead, m uxt the office by phone or by traditional mall. 9you have any questions regarding DBPWS ADA web aomssibility, please comad our Web Master at bg> ab l,- Product Apprpvai Accepts: ®DIEM socuritvmtT lcv nn.,ad r ra hup://www.flori(labifil(Ung.org/pr/pr_appjst.aspx 10/12/2011 (Validator r Operations Administrator) Jeld-Wen Windows & Doors P.O. Box 1329 Klamath Falb, OR 97601 Attn, Jason Kantola AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION �I The product described below Is hereby approved for listing in the nerd issue of the AAMA Certified Products Directory. The approval is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings, by an AAMA Accredited Laboratory. 1. The listing below v4I be added to the next published AAMA Certified Products Directory, SPECIFICATION RECORD OF PRODUCT TESTED AAMANVDMAIGSA 10111.S.21A440-05 H-R60-1324x1829(62x72) COMPANY AND PLANT LOCATION CODE SERIES S& PRODUCT MAXIMUM SIZE TESTED N0. DEESCCRIRIPTION Jeld-Wen Windows & Doom BUILDERS ALUMINUM FRAME SASH Center Court JW-19 (4100) SH ) 1324 mm x 1829 mm 1276 mm x 921 mm Venice, FL 34292 Venice, IREINF (AA STI (RLI14F}(AJ 1 lil) (4'4" x 6'0") (4'2" x 3'0") 2. iaa t'..eiufica.ion'-11 expire January 12, 20 e4 and regiuires vaiidatio, i urr,"I then by coritinued listing In the Airrmnt AA'e Celt ed Products Directory. 3. Product Testc-d and Rcportd by: A:ational Cc �;frd Testing Laboratories I itPa.: Calc c` RcperY:...,...,a:y 22, 2010 (R�.is � ::iaroh , 2"v10} Date: March 5, 2010 Cc: AAMA JGS ACP-04 (Rev.8106) Validated for Ccrufif atiurl .h' 4-4- A( ci tad Laboratories, Inc. Authorized for ACertifition cat, Ito merica Archdectural Manufacturers Association r«ROYWX. 1S' D.C. CCRNatS MAX. 7. N �t 4.---WINDOW WON tr.'W TYPICAL ELEVATION WITH FASTENERS d ' i' MIM d.. EMBEBMawT ` MAX SHIM rPMEE 2 TYPICAL VERTICAL FRAME SECTION NOTE, Calk t•t•em ,Mt •b ye,vnp. W- MAX SHIM �SPK[ S MASONRY (NCTL 210-3656-1A) 1V' MIN, EMBEDMENti--I p 1/4' MAX � P CE. a0 _a a °e d TYPICAL HQRIZONTAL FRAME SECTION M K, CAMIM •et" , t AM cyml Max Frarle DP 1 IMPACT 52 ' x 72e +50/-50 1 NO W'A— wty, I+-.uwt ee ta..e •Doi -coo ocr wr M.Mn.vex,vCs. IOIAX wN.o-os General Notes: Installation Notes: • The product shown herein is designed, tested and manufactured to 1. Seal flange /window to substrate. comply with the wind bad criteria of the adopted International Building 2: Use 3/8 Tapoon or equivalent fasteners through frame with sufficient Code (IBC), the International Residential Code (IRC), the Florida Building length to penetrate a minimum of 1%' Into the masonry. Code and the Industry standard requirements for the stated conditions. 3. Host structure (wood buck, stud framing and opening) to be designed • All glazing shall conform to ASTM El 300. and anchored to properly transfer all loads to the structure. The host • Minimum nominal glazing: 3/e monolithic or dsb insulated. structure is the responsibility of the architect or engineer of record for • Installation methods may be Interchanged within the same opening. the project of installation. • An impact protective system Is required where wind borne debris 4. Fasteners are not required through the all. protection is required by local building code. • Maximum sizes are buck / net sizes and do not include fins or flanges", This schedule addresses only the fasteners required to anchor the product to :.;<.5'' Panea ETpYlEA: wTe� JpLD 37371akoparc Boulevard achieve the rated design pressure and impact performance (where apptica6te) up = 02/24/2010 to the size limitation; noted. It t5 not Intended as a guide to the installation M. eT: suite: Ieamalh Fans, OR - 34SI process and does trot address the sealm consideration Thal m arise in different '� q • •. M. TetzfatT NTS (sal) 682 - 3451 P 9 may SSA• to o¢aED m: TIME: wall conditions. For the complete installation procedure, see the Instructors 7c",{ttF : p: packaged with thewvldoworgo toww+wield-wen.comftmurcegnstallafion. �'�,�Q+t •t' � ,-=;;', AovaDvro sr: Builder's Aluminum (4100)Single Hung • •• R-o' �' r',:` Masonry Installation (52.12T' x 72.00") ••k ik'yq Y'IId,�a�, �G, P/JIT(PRNECTN4: This drawing and Its contents are confidential and are not to be reproduced or In I� copied in whole or in part or used or disclosed to others except as authorized by vNter•Po:k:^ri iaes Iortrtn¢aLk, rwrtnu+Ea�olnrxnoM: uoeay.Rw MEV: stet JELDVEN, Inc`S` c'r ;°`,~"°t•'e MY44099 Venice Window Division SMltlaliCil21e3ffv". Ol 1 of 5 t 41• WAX. la. oA. FROM q MAX. CORNERS I 7. O.C. NAIL N A �--- NRNOOIN MITIN (SW NAX.)" TYPICAL EVATION WITH FA T N R� 3 2 — 2' NIK /L EEII&DNEW SHIM SPACE TYPICAL VERTICAL FRAME SECTION NOID CRWN bit...n ,iJt Ard ap.MLp 1 1/4• $MIN 7 SPAR o-- 4 General Notes: • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted Intemational Building Code QBC), the International Residential Code (IRC), the Florida Building Code and the industry standard requirements for the stated conditions. • All glazing shall conform to ASTM E1300. • Minimum nominal glazing: %a monolithic or dab insulated. • Installation methods may be Interchanged within the same opening. • An impact protective system is required where wind bcme debris protection is required by local building code. • Maximum sizes are buck / net sizes and do not include fins or flanges. This schedule addresses or y the fasteners required to anchor the product to achieve the rated design pressure end Impact pedormanm (where applicable) up to he size Imitations noted. It is not Intended as a guide to the Installation recess and does Trot address the process seating consideration that may arise in different r•.. - waI Conditions, For the complete installation procedure, see the instructions 9 packaged with thewindoworgoto www.iad-wmmMresources/nstallation. __ " v This drawing and its contents are confdrntial and are not to be reproduced or MKS D. '•. i�n')e.,Pca a copled in whole or In part or used or chscicsed to Others eXcept as ougrodzed by Ie>'vtibM y,'i JELD-WEN, Ina FpK c..t. av_aL WOOD FRAME (NCTL 210-3656-1A) 1/4' MAX SHIK a' MIN. EMBEDMENT SPACE 2 3 b TYPICAL HORIZONTAL FRAME SECTION NOTE, C.WA bt...n Wt am W'. Vo Max Frame I DP I IMPACT 52 ' x 72' +50/-50 1 NO W.m, ehf� R...sve .. T..W FDA/-" P., P. uN4VNNI[SP Imes. E/M.D-RS Installation Notes: 1. Seal flange / window to substrate. 2. Use #10 PFH or greater fasteners through frame with sufficient length to penetrate a minimum of 2" into the wood framing. 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of Installation. 4. Fasteners are not required in the sill. _......._....,. — 2/24/2010 3737 Lakeport Boulevard m m er: zcuE: JELD 4 V M Klamath Falls, OR 97601 M. Tehlaff fQ15 (541) 832 - 3451 A.MIaVm DT: Builder's Aluminum (4100) Single Hung Wood Frame Installation (52.1250 x 72.00") ..^PARrryR01ERKo.: 01 4, uAx. 13" O.C. FROM MAX CORNERS / f a' O.C. WAX. ID to i wINDOr wmtx (sf18' uaxJ----I TYRICAL ELEVATInN WITH FACT N R Generaf Notes: • The product shown herein is designed, tested ano manuracturea to comply with the wind load criteria of the adopted International Building Code QBC), the International Residential Code (IRC), the Florida Building Code and the Industry standard requirements for the stated conditions. • All glazing shall conform to ASTM El 300. • Minimum nominal glazing: 3A6 monolithic or dab insulated. • Installation methods may be Interchanged within the same opening. • An impact protective system is required where wind borne debris protection is required by local building code. • Maximum sizes are buck / net sizes and do not include fins opilanUes<.., This schedule addresses ordy the fasteners required to anchor the product 10 achieve the rated design pressure and Impact performance (where app,=a up to the size limitations roled. It Is not Intended as a guide to the Install process and does not address the sealing consideration that may arise In different wall cond'Nons. For the Complete installation procedure, see k fnsWctions packaged with ire window or go to www..Wd-wen.comlresouroWnstallation. This drawing and Its contents are confidential and are not to be reproduced or copied in whole or In pad or used or disclosed to others except as authorized by 'ar JELO-WEN, Inc. I re NAIL MN (NCTL 210-3656—IA) 114• MAX SHIM SPACE Max Frarle DP 1 IMPACT 52 x 72' +50/-50 1 NO W1arn Oeaq+ Fnzr• o" 1••t"d "]0I-10 qr qr µNry•4yCy, imvu. e"u.4-oa e. 2. Use a8 PH or greater fasteners through nail fin with sufficient length to penetrate a minimum of 1Yz into the wood framing. 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. 4. We recommend using Tegratite'" installation Lttp:/Mrww.leld-wen.con/newinstallationtechnology for weatherproofing. S. Window includes a slip on aluminum 6063-T5 nail fin (typ. wall thickness .050"). Nail Fin extends approximately 1.258" away from frame. -- _.d...... —' 2/24/2010 1 3737 Lakeport Boulevard M. TetiJaR NTS J EL " • E v laa natty Falls, OR 97W1 (541) 682 - 3451 . , ' wV0.PlEDBT. Builder's Aluminum (4100) Single Hung PARrrrRaxc, �: Nat Fin Installation (52.125" x 72.00") .3e •- aa. mer409 xa WenI'e91rlerAnae rvn owc.xa' vtv s'•:1 M1'44899 Venice Window Division 80.410011O1L216365& 02 O1• YAx. ro• o.a �____�t now YAf4 CORNERS 7' O.c. MAX n C f ---WMOOW WIDTH (52h- NAIL) TYPICAL ELEVATION WITH FA T N RS r0M General Notes: • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code pBC), the International Residential Code (IRC), the Florida Building Code and the Industry standard requirements for the stated conditions. • All glazing shall conform to ASTM El 300. • Minimum nominal glazing%Via monolithic or dsb Insulated. • Installation methods may be Interchanged within the some opening. • An Impact protective system is required where wind bome debris protection Is required by local building code. • Maximum sizes are buck / net sizes and do not include fins or flanges. This schedule addresses only the fasteners required to archer the product to achieve the rated design pressure and Impact performance (where applicable) up to the size limitations noted. It is not intended as a guide to the installation process and does not address the sealing consideration that may arise In different I:': �',;';,Lv(�+,•',•(c '' WWI conditions. For dire complete installation procedure, see the InsWctbns - i�• r�o. `":l�t packaged YAM the window or go to www.meld-wen.comhesoumesfinstanation. .t , This drawing and its contents are confidential and are not to be reproduced or sw". , Pse r�a se:g5t{ died In whole or in part or used or disclosed to others except as aulhoriwd by m' vHiwrvprl.:tl�SaTai JELD-WEN, Inc, rye , pr�nyt„ "'..r W TYPICAL VERTICAL, FRAME SECTION NOTo c'aM bn...r, u %.na'pewit STEEL STUD (NCTL 201-3656—IA) 3 TNe•d NIL Through Stud 1/4' SHIM SPACE MAX (D --- Max Frame DP IMPACT 52YRI x 72' 1 +50/-50 NO UNarw Deslpn h..ay. a¢ TW. .g/.aD W W .VX.'.N CSA '.43. E/..?= Installation Notes: 1. Seal flange / window to substrate. 2. Use #10 PFH sheet metal screws or greater through frame with sufficient length to penetrate a minimum of three (3) threads through the metal stud. 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure Is the responsibility of the architect or engineer of record for the project of Installation. 4. Fasteners are not required in the sill. 112010 3737 Lakeport boulevard Klamath Falls, OR 97601 NTS (541) 802 - 34S1 Builder's Aluminum (4100) Single Hung Steel Stud installation (52.125" x 72.00") 01 4r WJt. 13' O.C. rIM YLL CORNERS 3. y YAL i —wWOow wwtH (SW TYPICAL, VATION WITH FACT N RC General Notes: • The product shown herein Is designed, tested and manufactured to comply with the wind load criteria of the adopted Intemational Building Code (IBC), the International Residential Code (IRC), the Florida Building Code and the Industry standard requirements for the stated conditions. • All glazing shall conform to ASTM E1300. • Minimum nominal glazing: ,e monolithic or dab insulated. • Installation methods may be interchanged within the same opening. • An Impact protective system is required where wind home debris protection is required by local building code. ; I • Maximum sizes are buck/net sizes and do not includefhisoi7anhes. This schedule addresses only the fashaners required to anchor the product to 4 adiieve the rated design pressure and Impad pedamance (where applicable) up . . N the size fimilalbns toted. It is not intended as a guide b the bls d&n ' process and does not address the sea5V consideration that may arise in different .h wall Conditions. For Ma complete Instigation procedure, see the Instructions packaged with the wirdoxofgo to www.laid-wenmMresourccyinstagagon. 4 This drawing and Its condents as confidential and are not to be reproduced or copied in whole or In part or used or disclosed to others except as authorized by �' JELO-WEN, Inc. re 2. 3. 4. 5. STEEL STUD NAIL FIN (NCTL 210-3656-1A) 3 Thrana NIX TNouph Stu—. STCCo SKI" SVACA' W PMAX 0.� TYP�� ❑RI ONTA FRAME SECTION ME, C• b•t•f v t •M wtxnp. Max Frame I DP IMPACT 52 ' x 72' 1+50/-50 ND W,Rn G.yM hnae. .. Twt *5 's oar w AAAAI A/CfA rRvtc 9. Use #10 sheet metal screw or greater fasteners through the frame with sufficient length to penetrate a minimum of three (3) threads through the steel stud at each location. Host structure (wood buck, stud framing and opening) to be designed and anchored to property transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. Fasteners are not required though the sill. Window includes a slip on aluminum 6063-T5 nail fin (typ. wall thickness .050"). Nail Fin extends approximately 1.258' away from frame. -- - �..62/25/21110 3737 Lakeport Boulevard M Te�trJatf � , ,JELDWN Klamath Falls, OR 97601 _ (541) 882 -3451 AHtSWFDaY: Builder's Aluminum (4100) Single Hung PARnRRmerrm: Steel Stud with Nail Fin Installation (52.125• x 72.00") 433 MY44099 01 127 W- Fairbanks Ave. Certt945 orks ... it works Suite 438 Winter Park, FL 32789 407.644.6957 PH FBPE Cen'ffi¢te of Authorization No. 28520 407.644.2366 FX into@mnwrks.com Product Evaluation Deport Of .Ield-Wen Inc. Builder's Aluminum Single Hung window (4100 Mechanically Fastened) for Florida Product Approval FL# 10970-RI Florida Building Code 2007 Per Rule 9B-72 Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— A (Certificate) Windows Single Bung 4d 00 Single Hang Window Aluminum 6063-•1.6 52.I25"x 72" Prepared For: Jeld-Wen Inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: Kristin S. Daugherty, P.E. Florida Professional Engineer # 68455 Date: 3/4/2010 Contents; Evaluation Report Pages I — 4 Installation Details Pages 5 — 6 stina S..Daugherty, P.E. Florida No. 68455 MOCertWorks ...ltworks FOPE Certifinte of Authoriatlon No. 28520 Manufacturer: Jeld-Wen Inc. Product Category: Windows Product Sub -Category: Single Hung Compliance Method: State Product Approval Rule 9B-72.070 (1)(a) Product Name: Builder's Aluminum Single Hung Window (Non -Impact) 52.125" x 72" FL#:10970-R1 Date: 3/4/2010 Report No: 889 Scope: This is a Product Evaluation Report issued by Kristina S. Daugherty, P.E. (FL ff 68455) for Jeld-Wen Inc. based on Rule Chapter No, 9B-72.070, Method 1a of the State of Florida Product Approval, ,Department of Community Affairs - Florida Building Commission. Limits of Use: Kristina S. Daugherty, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2007. Florida Building Code. See Installation Instructions BA4100_NCiL_210-3656-1A, signed and sealed by Kristina S. Daugherty, P.E. (FL It 68455) for specific use parameters. 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing BA4100 NCik_2;, 3656r1A require further engineering analysis by a licensed engineer or registered architect. S. See Installation Instructions BA41� NCiL 210-3656-1A for size and'designpressure. ' limitations. - . W1 L to l7fistihafi:,DaugFaerty, P.E. Flatida`No. 68455 Page.2 of 6 FL,*: 10970-RI CertWorks ... itworks Date: 3/4/2010 Report No: 889 FBPE CertUiote of Authorhation No. 29520 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and Rule 98-72.070 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through American Architectural Manufacturers Association (FBC Organization #: CER1498) Performance Standards: The product described herein has been tested per. O AAMA/WDMA/CSA101/I.S.2/A440-05 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratory, Inc. (FBC Organization # TST1589) Report #: NCTL-210-3656-IA, Report Date: 1/22/2010 2. Quality Assurance American Architectural Manufacturers Association (FBC Organization #: CER1498) - Krishna S. Daugil ir' , P.E. Florida.No: 68455 Page 3 of 6 FL.#: 10970-Ri _ « CertWorks h ... ftworks Date:3/4/2010 Report No: 889 , FBPE Certificate of Authod=aUon No. 28520 Installation: 1. Approved anchor types and substrates are as follows: Nailing Fin Installation: A. For two by (2X) wood frame substrate, use #8 Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment of 1.5" into wood framing. Through Frame Installation: A. For two by (2X) wood frame substrate, use #10 Wood screw type wood frame anchors of sufficient length to achieve minimum embedment of 2" into wood framing. B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter 17W Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.75" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.75" into concrete or masonry. D. For steel substrate, use #10 Tek Screw type steel frame anchors of sufficient length to achieve minimum embedment of 3 threads engagement into steel framing. Refer to Installation Instructions (BA4100_NCrL_210-3656-1A) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Rating Positive 50 Negative 50 -3J r Krishna S. a0i erty, P.E. Florida No. 68455 Page 4 of 6 CertWorks ..-it works FBPE Certificate of Authorization No. 28520' Installation Method Jeld-Wen Inc. Builder's Aluminum Single hung Window (Through Frame Installation) 02" MAX. 1.3" O.C. I FROMCORNERS MAX. o c� A�! / A2 /% WINDOW WIDTH (52Y8" MAX.) R V KI FL #: 10970-R1 Date: 3/4/2010 Report No: 889 7" D.C. MAX. I.-s tibyghert'y, P.E. Ftirrida No. 68455 ' Page 5 of 6 CertWorks ... itworks FBPE Cerff=te of Authorization No. 29520 Y • Jeld-Wen Inc. Builder's Aluminum Single Hung Window (Nail Fin Installation) 9 n u �p 0 0 FL#: 10970-RI Date: 3/4/2010 Report No: 889 4Y2" MAX. FROM 13" O.C. CORNERS MAX. / b a e WINDOW WIDTH (52Ya" MAX.)__: - 7, i, L V] 13" O.C. MAX. A i V• \� W - i" . '-,VA a . 6augherty, P.E. fluKda No. 68455 Page 6 of 6