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Home My WebLink AboutProduct Approval Florida Building Code Online https://www.floridabuilding.org/pr/P _app_ist.aspx � of 4• Professional Regulation 5 . BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff RECEIVED dbpr ci-j)Am Product Approval USER:Public User JAN 19 2018 Product Approval Menu > Product or Application Search ., Application List I ST, Lucie County, Permitting Search Criteria Refine Search Code Version 2017 FL# 11870.1 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 Search Results - Applications FLS, Type Manufacturer Validated By Status FL11870-R5 Affirmation JELD-WEN Steven M. Urich, PE Approved History FL*: FL11870.1 (717) 317-8454 Model: Clipped Aluminum Tube Mullion Description: 1x3 or 1x4 Tube Mullion Category: Windows Subcategory: Mullions 'Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. 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 S Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a put electronic mail to this entity. Instead,contact the office by phone or by traditional mail.If you have any questions,please co Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the E they have one.The emails provided may be used for official communication with the licensee.However email addresses are i: supply a personal address,please provide the Department with an email address which can be made available to the public. under Chapter 455,F.S.,please click here. Product Approval Accepts: El ® EE 0 Credit Card Safe �. v, ~, : 1 of 1 01/17/2018 01:43 PM Florida Building Code Online littps://www.floridabtiilding.org/pr/pr_app_dtl.aspx?param--,A-... ,r � 11 ! ` , L1114*111lihil -(Top, BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff dbpr � �Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL11870-R5 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Jason Kantola fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registe Professional Engineer Evaluation Report - Hardcopy Recei Florida Engineer or Architect Name who developed the Robert J. Amoruso, P.E. Evaluation Report Florida License PE-49752 Quality Assurance Entity National Accreditation and Management Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE I of 3 0 1/17/2018 01:43 PM Florida Building Code Online littps://www.tloridabtiilding.org/pr/pr_app_dtl.aspx?param—w... Validation Checklist - Hardcopy Rec Certificate of Independence FL11870 R5 COI C of I 2263 RevO 41 Referenced Standard and Year (of Standard) Standard TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer of FL11870 R5 Equiv EER 2263 RevO 41 Sections from the Code I affirm that there are no changes it which affect my product(s) and my prod new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A Product Approval Method Method 1 Option D Date Submitted 07/10/2017 Date Validated 07/10/2017 Date Pending FBC Approval Date Approved 07/12/2017 Summary of Products FL # Model, Number or Name Description 11870.1 Clipped Aluminum Tube Mullion 1x3 or 1x4 Tube Mullion Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11870 R5 II JELD0108 RevO.pdf Approved for use outside HVHZ: Yes Verified By: Robert J. Amoruso, P.E. 4� Impact Resistant: Yes Created by Independent Third Party: l Design Pressure: +75/-75 Evaluation Reports Other: FL11870 R5 AE PER 2263 RevO 41; Created by Independent Third Party: Y Back Nezt 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 :: Accessibil Under Florida law,email addresses are public records. If you do not want your e-mail address released in response to a public- to this entity. Instead,contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.13, Statutes,effective October 1, 2012,licensees licensed under Chapter 455, F.S. must provide the Department with an email ad 2 of 3 01/17/2018 01:43 PVI Florida Building Code Online https://www.floridabuilding.org/pr/pi_app_dti.aspx?param=w... may be used for official communication with the licensee.However email addresses are public record.If you do not wish to su Department with an email address which can be made available to the public.To determine if you are a licensee under Product Approval Accepts: x}. Lj Credit Card Safe 3 of 3 01/17/2018 01:43 PM JELD-WEN CLIPPED ALUMINUM TUBE MULLION LARGE AND SMALL MISSILE IMPACT RESISTANT-11WZ MULLION SPAN VS.LOAD WIDTH TABLES-INSTALLATIONANCHORAGE DETAILS 3EMERAL NOTES'. INSTALLATION NOTES: TVE.�STEM DESCRIBED HEREIN AS BEEN DESIGNED AND TESTEDIN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA I,ANCHORSSHAII.SENSTMLFDINACCORDANCFWITHMANUFACTURERS'RFCOMMFNDAT"S B'JX I.NG CODE FOR JSE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE PER TAS 201:202'2D:f.AND ALUMINUM DE:SIl:N ANNUAL 'ENSURE MINIMUM EDGE DISTANCE FOR ALL ANCHORS AS 2-114'TO CONCRETE AND 2-TO NCILLOW MOCK, W ',J..-..INCF:E.ASE.IN 41 UWAB!F STRESS HAS BEEN USED IN THE DESIiK OF THIS SYSTEM WIND LOAD DURATION FACTOR :WHERE ANC,HORS FASTEN TO NARROWFACE OF STUD FRAMING ANCHOR SHALL BE LOCATED IN CENTEROF W n C•-' HAS BEEN USED FOR WOOD AW..NOR DESIGN. NOMINAL 2A WIN)WOOD STUD 11.114'EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). j T. POS JE AND NEGATIVE DESIGN MtESSURES CALCULATED FDR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON 4 N ANCHORS TO STEEL OR ALUMINUM SHALL HAVE A MINIMUM EDGE DISIANCE OF 1:Y I W W H =(IF(BASIS IN hl f kOANCF WITH THE.GOVERNING(:ODE ` i.WOOD HOST STRUCTURE SHALL HAVE SPECIFIC GRAVITY ISGI=0.5508 GREATER II.. S 1- .31FM OF TAIL F.DHF.HEIN IS GENFRIC AND DOES NOT PROVIDE INFORMATION FOR A SPFGFIC SITE FOR SITE CONDITIONSC DIFF-FENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE ANCHOR REQUIREMENTS AS SHOWN HEREIN.INCLUDING MINIMUM EMBEDMENT AND EDGE DISTANCE y 20 SF-FI:FC DM;l1AE N1:FOR USF.IN CONJUN(:TION WITH THIS DOCUMENT EXCLUDES STUCCO,FOAM.BRICK,AND OTHER WALL FINISHES >$Z U PERr•WI'HOLDER SHALL VERIFY THE ADEOUAf.Y OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS WOOD BUCKS FOR SITE CONDITIONS DIFFERENT F ROM THE CONDITIONS DEtAILED HEREIN WITHIN THE HVH2 A ONE-IME L, l �< Q IF1-FRSISHAIIDEAN(.HOIZFEJPRLWFRLYTOTRAKSFFRLOADSTOTHFEXISTMGSTRUCTURE SITE SPECIFIC NOTICE OF ACCEPTANCE SHALL BE APPLIED FORAND SECURED FROM THE MIAMI DADE Z�G j•II,Y Z BUILDING CODE COMPUANCE OFFICE PRODUCT CONTROL DIVISION Z m L'i 2 W AI-0—SIMS SHALL OF, IT2J_inMUMINUMALLOY UNLESS NOTEDOTHERWLSE A F(XI SITFCONDITIONS DIFFERENT FROM THE CONDITONSEETAILEDHFRFINOUTSHW THEWHI,THF AIL•'-NESIFni.1Nl`RODU TS DOBE USED WITH THESE MULLIONS SHALL MEET'MAPPLICABLE CODEFEOUIREMENTS.e.R.WIND PUKDINGOFFICIAL NAYREOUREAGNEt1ME SITE-SPECIFICNOTICEOFACCEPTANCEBEDBTAMED OR �ajjLL FZ L L- RESTS NEA.RA WATERINFITRATION.FORCEDENTRY,SAFEGUARDS ETC THATSITF SPff.IFIO O(N,UAENTS BE PREPAREMSIGNED.L1 MDANDSFALFDSYAIK.FNSFDENGINEFRCA wyH j,I REGISTERED ARCH ECT WHICH DETAIL AND JUSTIFY THE LIEJNTION. 5<22 .)TTI A:X KC HO'AN A14•H(INI[RCNMIGED A$FIEIDCONDIlI1NS DK.IAM MULLIONS MAY R[M(IVNTEDVERIKALIY `Q 2 ON,,I ZON ti•AS APPLICABLE J N +.WHEREEXISTINGSTO STRUCTURAL WOOD VARY FIELD VERIFY THAT _ FASTENERS ARE INTO STRUCTURAL.WOOD FMM!NG AEAiBFRS.NOT SMFATNINGY A: %hFKWR55N1LL BE INSTALLED INAIX;q(pAACE WITH MANUFACTURERS'RECOAIFAENDATIONS ' `,2 III PRESSURE TREATED WOOD SUCKS(BY OTHERS,SNALL SE ANCHORED PROPERLY TO TRANSFER LOADS C Q -:q HOST STRUCTURE SHALL DE-SOUTHERN PINE'G=0520R GREATER DENSITY TO THE EXISTING STRUCTURE .IAIMUM ANCFF)F1 FMBEDMENI SHALL BE AS NOTED IN HEREIN MINIMUM EMBEDMENT AND EDGE DISTANCE.EXCW(ES STUCCO. I I. ANCHORS TO CONCRE IE AND HOLLOW CONCRETE BLOCK ANY HOT BE USED IN CONJUNCTION WITH O Z ( 1 BRICK AND OTHER WALL FNISNES 'GUAIPOST CLIP AND CUP PLATE MIILJON$SHOWN HMCIN ARE LARGE MISSILE IMPACT RESISTANT VERIFY IMPACT RESISTANCE OF FENESTRATION PRODUCTS ANCHOR SCHEDULE: : -1- -.I"ED'I.ITH 1HFSF Mllll IONS 1. 1 MIA.i1(iN5 SHOWN HEREIN MAY BE USED IN LARGE MISSILE I!UPAC,T.SMALL MISSILE IMPACT,AND N(R IMPACT APPLICATIONS 1 i0 CONCRETE BLOCK 3116•DIA.ITW ADVANCE THREADFORM TAPCONS WITH V MINIMUM EMBEDMENT AND 2'MINIMUM 14 INA;COFt NCL WITH APPLICABLESEC TIONS OF'1 HE FLORIDA BUILDING COOL.WOOD BUCKING SHALL EDGE DISTANCE HAVL HEEN PRESERVA i IVE TREATED OR SHALL BE OF A DURABLE SPECIES 1.2. ATTACHMENT MAY BE MADE THROUGH 1X OR 2X WOOD BUCKS OR DIRECTLY INTO MASONRY, 2. 702500 PSI MINIMUM CONCRETE IS IN nCCORDANCE WITH APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE.DISSIMILAR METALS IN2.1. 3116'DIA ITW ADVANCE THREADFORM TAPCONS WITH 1-1Q'MINIMUM EMBEDMENT AND 2-1M'CLUDING MINIMUM EOG E DISTANCE. F1,S-ETERS THAT MAY COME INTO CONTACT WITH ALUMUNUM WINDOW FRAMING SHALL HAVE BEEN PROTECTED. 2,2 ATTACHMENT MAY BE MADE THROUGH 1X OR 2X WOOD BUCKS OR DIRECTLY INTO CONCRETE 3. TO 2X WOOD BUCK OR 2X WOOD FRAME HOST SUBSTRATE 3.1 X10 WOOD SCREWS OF#10 TAPPING SCREWS ISMS OR SOSI WITH 117MINIMUM EMBEDMENT AND 3N'MINIMUM EDGE DISTANCE. 4. TO 118'THICK MINIMUM 6163-T5 ALUMINIUM OR STEEL SUBSTRATE(Fill-F1y=22 KSI MINIMUM') - TABLE OF CONTENTS 4.1. TIO 316 STAINLEIN SS STEEL SHEET METAL SCREW ISMS)OR SELF DRILLING SCREW(SDS)WITH FULL THREAD PENETRATION THROUGH HOST SUBSTRATE AND 112 MMIMUM EDGE DISTANCE SHCET SHEET DESCRIPTION 3"'1111111118",JAMES„AAAA.. I UENERAL NOTES INSTALLATION NOTES B ANCHOR SCHEDULE �PS.••CEN•.AMQ m;•�X eF'.9•. 2 ELEVATION NO 49752 ••GOA I COMPONENTS yy� "TEF CCLIP AND T-CLIP INSTALLATION DETAIL$ • T '('=DAL-POST CLIP INSTALLATION DETAILS •',F•�,,C O R T 1C. 8 8 7 MULLION SPAN VS LOAD WIDTH TABLES •IS)JOVIAL'L£Na�`,, I— L 1NOTE:MULLION DESIGNATIONS(MULLION"A".MULLION"B"AND MULLION"C")PROVIDED ^.IM TF I. F IN DETAILS 1/1.2/1 AND 311 ARE PROVIDED ONLY TO ILLUSTRATE THE DETERMINATION OF MULLION SPANS AND TRIBUTARY WIDTHS.ALL MULLIONS FENESTRATON PRODUCT PER �\ SHOWN IN THE REFERENCED DETAILS MAY BE ANY MULLION APPROVED HEREIN. ATE A-ROVAL +11 \\ 1 Y I 0 MULL1O4 W CRBST SURATE a 2J 23 a E 12 C 5 FENESTRATION FENEEPARATE PRODUCI'PER PRODUCT PER MUILCAI SEPARATE APPROVAL SEPARATE OR W i APPROVAL SUBSTRATE \+ULIIC•N MULLIOk MULLIl1N m Tt' '(" S •q' MU41CN ,A, FENESTRATION 2 'T4(SINATI(:N FENLSTRATXXI FENESTRATION 2 .L :RODUCI PER PRODUCT PER PRODUCT PER IN Z L 1 P SEPARATE R ' SEPAHATF iEPARATE SEPARATE NESTRATIGN PRODWTPER APPROVAL 0V4 MPROVAL AP!'ROVAL SEPARATE APPROVAL 6�6 IS P 1 C 1 S J� m y 1 O 0 Lu --W 3 W4�•I�—W 5—�I L 1 (--W 1--I--W 2--i o a LL_2 wya jW VOTES NOTES- NOTES. <2 z �< 1. NUMBEROF FENESTRATION PRODUCTS UNDERNEATHTRANSO\•,MAYBE1. UN LIMITED NUMBER OF FENESTRAT'ON PRODUCTS MAY BE 1. UNLMITED NUMBEROFFENESTRATIONFRWUCTSMAY y 3 OV1•- UNLIMITEDPRIGEDTHATMULL ON LMITAlIONS NOTED HERE NOT MULLEDTOGETHER AS SHOWN P ,IIDEO THAT MULLION BE MULLED TOGETHER AS SHOWN PROV"DEO THAT ^ � EXCEEC'ED LMITATIONS NOTED HEREIN ARE NOT EXCEEDED MULL ON LMRATIONS NOTED HERE-N ARE NOT EXCEEUEO 4 SF HOAGEOFFENESTRATNNJ PROCUCTS i0 A+U111ONS BHNLBE PER 2, BE MR EPARATENEBTRATION PRODUCTS TO MULLIONS SNPLL SF Ma.TC 1PPTttlVAI. BE PFR SEPARATE APPROVAL. 2 ANCHORAGF.Of FENESTRATION PRODUCTS TO J ALLO�ABLLRESSUtES SFfABE DETERMINED FROM OES:Gk O ALLOWABLE PRESSURES SHALBE DETERMINED FROM MULL,ONS SHALL BE PER SERE APPROVAL SCHEDULEP DESIGN SCHEDULES _ ALLO O DETERMINED FROM DESIGN SCESSNALL BE _ DETERMINED FRUM UESIiN SCHE WLES. B - MULLICNSPANS AND TRIBUTARYWIDTHS SHALL BE DETERM-.VEDAS FOLLOWS. <. 1.1 SPANS AND TR6UTARYtVFOTHS SHALL BE DETERM_NED AS FOL - f✓e AS LOWS. A MULLRMINED AS FOLLOWS TRIBUTARY WIDTHS SHALL.BE MULLI'A DETERMINED AS FIXLOVIS' MULL ON:AAV-L1 et. MULMULLI' TRI BI;TARYWIDTH-IWI"W2v2 All AIOU7NSPAY=LI d.l. MUMULLIC- MIILL.TINF' at:t THItlU1ARY WIDTH=(WI••N2�1 6.1.1 TRIBUTARY WI TH MALL ON SPAY=L i.12. TRIBUTARY WIDTH rRID�-ARY'A'IDTI1-�W3•'Wan i MULLION v MI%.1.ON SPAN-1: .a. TRIM MARY WIUTI=r'Na•W5r2 FENESTRATION PRODUCTS FENESTRATION PRODUCTS 2 MULLED VERTICALLY 3 MULLED HORIZONTALLY -'� MULLED FENESTRATION ------- ._......_.._._.._................ 1 PRODUCTS WITH TRANSOM ..... . \ EXTERIOR ELEVATION SHOWN EXTERIOR ELEVATION$MOHTJ} 1 1 U EXTERIOR ELEVATION SHOWN '� "V'VC E Ns4c O9G�i No 49:52 2t 0'y TE')F 4.388'—1 0.125' S VP. 0.726' 0.726" o -T476" 0.476' 0.125' 0.125' U a0 w I I ¢ ceo' 2.no" 2 no' 'I�lullll a r 0.125' 0.125' I`2.37 1"'{ 1.000' fi 1.375" -' 51�— 00'I3..0003..00" 0.125' _ irci 0.438" fOR USE 0.438`j FOR USE ANCHOR LOCATION.0.750" TYPICAL ^ MULLION MULLION o J) 1"X 3"MULLION 'GOAL-POST CLIP `> o 1 613-16 ALUM. 6063-T6 ALUM. O 950' Trace ya'k iw..2J w ;_ ¢ z 0.975' i ANCHORLOCATION, a TYPICAL �-.29" 3550*� w<¢i v ——0.125' 0.110- 38' _ ry FOR USE J N FOR 1USE 4.340" " 0'970_ *ITHIWITH MULLION 1 MULLION 1"X 4"MULLION \_-_- CN763-16 ALUM. 685' 29" �'GOAL-POST'CLIPPLATE �T-CLIP /n�C-CLIP 4 6063-TF,A UM 606}T6 ALUM �+ 6063.76 ALUM. k.- is 4zN `t; No x9752 �:o �9�• T TE I�F �� :O'•, OR I'D��?,J V x 3"or 1^x 4"MULLION 1"x 3"or 1"x 4"MULLION + #10 SMS OR SDS o #10 SMS L SDS WITH FULL THREAD WITH FULL THREAD PENETRATION INTO "' PENETRATION INTO MULLION ' MULLION 0 a 1�2" f �.. I 1" 0 0 #10 FLATHEAD I` 2 --I I"� 2 ; SDS.(4)PER CLIP #10 FLATHEAD #10 FLATHEAD •rn =` SDS.(4)PER CLIP SDS,(4)PER CLIP N R 3 4" io 'I >m�o 1"x3"or 1"x 4"MULLION L-1-1.x 3' 1"x4" MULLION MULLION m 2 - mom` TYPICAL ATTACHMENT AT 1'X 3"MULLION ATTACHMENT AT 1"X 4"MULLION ATTACHMENT AT o 0 LL 2 z 1 MULLION INTERSECTION WIC-CLIP 2 MULLION INTERSECTION W/GCLIP 3 MULLION INTERSECTION W/C•CLIP w xG a �4 VERTICAL SECTION 4 SIDE ELEVATION 4 SIDE ELEVATION 'J<7- 30 n Y« SUPPORTING SUBSTRATE(SEE ANCHOR SCHEDULE) a ;�E GE" U 3 EDGE EDGE 1 EDGE EDGE EDGE j /CST DIST. 01ST. 4 /DIST. DIST. DIST. f ANCHORS PER SCHEDULE,(4)PER CLIP EMBED. EMBED. EMBED. ANCHORS PER f ANCHORS PER l/2' I SCHEDULE,(4)--J I I SCHEDULE.(4) 0 1 O O PER CLIP PER CLIP If 2" 2" -� vo>.,.n,.„,e ve #10 FLATHEAD 1010 FLATHEAD I r.,•..,v c w.ar¢ #10 FLATHEAD SDS.(4)PER CLIP SDS.(4)PER CLIP SDS.(4)PER CLIP ++++NIp 3KMES 4,1t, --- 1'x 3"or 1'x =T;j No 40752 :o y 4"MULLION 1"x 3' 1'x4" MULLION MULLION I) f�tLC TYPICAL ATTACHMENT 1"X 3"MULLION 1"X 4"MULLION T TE F 'rut F..<0atoa:��c• WITH T-CLIPATTACHMENT WITH T-CLIP �61ATTACHMENT WITH T-CLIP \4 VERTICAL SECTION 4 SIDE ELEVATION 4 SIDEE""�TION ' SUPPORTING SUBSTRATE 1 (SEE ANCHOR SCHEDULE) ANCHORS PER v SCHEDULE EXCEPT / FOR ANCHORS TO c~i EDGE TE DIDSTE #10 FLATHEAD 1.375" CONCRETE BLOCK W (CMU)OR CONCRETE O EMBED. ANCHORS PER SDS,(4)PER CLIP ¢ _lam SCHEDULE EXCEPT a. FOR ANCHORS TO CONCRETE BLOCK p M _ (CMU)OR CONCRETE INTERIOR 14 a g 3�8" MIN. NOTE:'GOAL-POST CLIP AND x 1" 3or «#u CLIP PLATE SHALL NOT BE p a s 1" 3/8" MIN. USED WITH 3716"TAPCONS 1'x 4"' FOR ANCHORAGE TO MULLION CONCRETE OR HOLLOW > z o w° 29— EXTERIOR - z CONCRETE BLOCK.MAY BE ' Q-�rc--`- a EXTERIOR USED ONLY FOR 9 ----- -- - ------_------ - g m o I g =a z #10 FLATHEAD ANCHORAGE TO WOOD, w SDS,(4)PER CLIP ALUMINUM OR STEEL. 3o LL n z dw_ a In 1"x 3"Or 1"x 4"MULLION , c �`. TYPICAL ATTACHMENT WITH TYPICAL ATTACHMENT WITH �Q �t\'GOAL-POST CLIP �21'GOAL-POST CLIP a P S SIDE VkE, l § SECTK)N U i PE M P E-1f. p sAMESt��i. .�L�`��CEtis�°OyG�. NO 49752 ro T TE)�F �� AL DESIGN SCHEDULE: V'x3'1 MULLION WITH 'GOAL-POST' CLIP MU:UON TRIBUTARY WIOTH SPAN 16" 21• 1 24^ 27" 30• 33• 38" 39• 42" 46" 46" SJ" 106' 27.6 23.6 20.6 _ 1a.3 15.6 15.0 131 12.7 11A 11.0 10.3 U 100' 32.8 28.t 24.8 21A 19.7 17.9 18.4 16.1 14.0 13.1 12.3 11.1 � 96" 37 0 31 7 _ 27.8 24.7 22.2 20.2 18.5 17.1 15.9 14.8 13.9 12.8 DESIGN SCHEDULE NDTES: 90' 44.9 38 6 33.7 30.0 _ 27.0 24A 22.6 20.7 19.3 18.0 16.9 _i5.3 d 86' 515 44A 38.8 34.3_ 30.9 26.E 251 23A 22.1 --20A 19.3 17.5_- I DESIGN SCHEDULES PROVIDE MAXIMUM ALLOWABLE 84" 5$.3 47.4 41.6 362 33.2 30.1 27.6 266 23.7 22.1 20.7 18.8 POSITIVE(-)AN NEGATIVE(-f DESIGN PRESSURES FOR __ _ _- _ .._... ._ --__. ..... _, USE WITH MULLION SYSTEM IN POUNDS PER SQUARE e0' e4.0 64.a 4A.0 42.7 36.4 34.9 32.0 29.5 77A 25.8 24.0 211 FOOT IPSFI. 76" 880 66.8 49.5 44.0 39.6 36.0 33.0 3D.5 28.3 28.4 24A 22.4 2 FOR DETERMINATION OF MULLION SPANS AND 76' 87 8 58 1 50.8 462 _40.7 37.0 33.9 31.3._ ._ 29.0 27.1 26A 2A0 TRIBUTARY WIDTHS.SEE ELEVATIONS ON SHEET 2 - 72'" 71 5 61 3 53.7 47.7 42.9 39.0 36.8 3S0 _ 30 7 __ 28.6 26 8 _24.3 .8 -_. 68' 753 6a.9 66.5 62.0 468 42.0 39.0 38.0 33.4 31.2 29.3 as 3 FOR INSTALLATIONS UTILIZING MORE THAN ONE TYPE _ 1. 75.0 73.6 64 67.2 51.5 46.6 a2.9 390 382 343 322 292 --- '- - -' OF CLIP PER MULLION.USE THE LESSER ALLOWABLE _. -. t DESIGN PRESSURE W 6 5 64" 7bA 76.0 71 5 63.0 57.2 62.0 47.7 44.0 409 35.2 36.8 i 32A 50 a 76.0 75.0 75.0 67.9 61.1 56.5 609 47.0 43,6 40 7 3&2 34.8 4 'GOAL-POST'CLIP MAY NOT BE USED FOR Q$ -- -- - •-- INSTALLATIONS TO CONCRETE OR CONCRETE BLOCX a8^ 750 7b0 75.0 71.5 64.4 68.5 53.7 495 46.0 429 402 36.4 !CMU1. oo_ i 42 750 76.0 75.0 76.0 73.8 669 81.3 68A 62.8 491 460 41.8 - G --� - -- - -- - - 5. DENOTES CONDITIONS NOT ACCEPTABLE -O 3a 4 7&0 75A 76.0 75 0 76.0 73.2 871 a1.9 57.5 63.7 50.3 45.6 ® z w m 2¢? -.__ ._____. _.-. - _ FOR USE J8" 76.0 76.0 76.0 75.0 75.0 75.0 71.6 86.0 81.3 67.2 53.7 48.8 3 a 30' 75,R 75.0 750 76.0 7b.0 75.0 76.0 750_ 73.8 86.7 84.4 _68.3 c y 24' 76.0 750 76.0 75.0 75.0 750 75.0 7b.0 T. 75.0 75.0 72.9 a a 1 zQ a Y<p DESIGN SCHEDULE: Vx311 MULLION WITH 'T-CLIP' OR 'C-CLIP' 1 U MULLION TRIBUTARY WIDTH SPAN 18" 1 21" 24" 27" 1 30" 33' 36" 39' 42" 1 15- 18" 53" - 106" 27.5 23.8 20.8 18.3 16.5 15.0 13.8 12.7 112 110 10.3 $s 700• 32.6 26.1 24.8 21.8 19.7 17.9 t8A 16.1 14.0 171 12.3 j 11.1 98' 37.0 31.7 27.8 2t.7 22.2 202 18.5 17.1 /6A '4.8 1" 12.8 00" 44.9 356 33.7 30.0 27D____24-5 21.5 20.7 19.3 18.0 16A 15.3 88" 51.5 M.1 38.6 34.3 30.9 28.1 26.8 23.8 22.1 20.6 19.3 17.6 84" 66.3 47.4 41.b 36.8 332 30.1 27.8 26623.7 22.1 _ 20.7 1a.8 80' _64.0 _ 5�_8__ 48.0 42.7_ 38A _ 34.9 32.0 _ 20A 27.4 25.6 24.0_ 1_ 21.7 76" 69.0 59.2 61.8 46.0 41.4 37.7 34.5 ' 3/A ---29.6 27.6 25.9 --23.4 M 74.6 84.0 68.0 49.7 - 14.8 401 37.3 _ _ 34.4 32.0 29.6 28.0 253 77' 75.0 _1. 75.0 eat 58.5 52.7 479 43.9 40.5 37.8 35.1 32.9_ _29.8 88 76 0 75.0 75.0 75.0 1-5-D 8.4 62.1 57.0 62.8 48.8 46A 42.7 1 38.7 80' 750 76.0 75.0 75.0 5.0 75.0 75.0 70.0 85.0 80.7 68.9 51 5 p��4 jAMEs'�h� 8• 750 75.0 75.0 75A 76A TSO 76.0 75.0 726 68.1 617 :�vt ..ENs Mo - -- -- 50.8" 750 76.0 76.0 75.0 75.0 76.0 750 76.0 75.0_ 76A 72.7__ _85.8 ��0� V't F•'•G+� 46• 7675. .0 0 7575. .0 0 75.0 r 76A _76.0 75.0 760 76.0 75.0 _89.4__ 4�, No 49752 •:O QT 75.0 750 76.0 75.0 76.0 754 750 75.0 76.0 76.0 76A ' 76.0 =*: .-. -. - .._ _. .... _- y 38.1" 78.D 76.0 75.0 _ 75.0 75.0 76A_ 75.0 T6.0 76A 75.0 _76.0 76.0 : �f Int C 36" 76.0 76.0 75 .61 .0 75.0 75.0 75.0 75.0 75.0- 76A 76.0 75.0 76.0 �� TE ..F .;�4�i 30" 75.0 7b.0 75.0 75.0 78.0 76A 76.0 76.0 76.0 760 75A 76.0 ��c�•••.<,O tOP'•��O 2A" T5.0 75.0 15.0 76.0 75.0 76,0 76.0 76.0 75.0 75.0 T5.0 76A ie�+Qpjj;1 EN�Op DESIGN SCHEDULE: 1"x4" MULLION WITH 'GOAL-POST' CLIP MULLION TRIBUTARY WIDTH SPAN 16' 21" 24- 27" 3C' 33- 36' 39' 42" 45" 1 4B' S3' l00- 484 41.8 381 _ 32.4 _ 292 26.6 24.3 224 20.8 19A _18_2 16.5 100' 61.6 M.1 3B.e 343 30.8 16.1 26.6 23.8 22.1 20.6 103 17.5 w 90" 53.7 18.0 40.2 36A 32.2 26.3 208 _24.8 23.0 21.5_ 20.1_ 182 90" 672 40.1 _ 429 302 34.3 31.2 26.6 26A 24 5 22.9 21.6 19.4 ¢ -_ _ ___.. _ DESIGN SCHEDULE NOTES: 6e' 69.9 51.3 4s 309 311.9 327 29.9 27A 25.7 24-0 22.5 20.3 - - -- _ M" e1.3 5.2 f5D 10.9 36.8 33.4 _36.7 26.3_ 26.3 21.b 23A 2(1.6 1 DESIGN SCHEDULES NDNIGPROVIDE TIVE,j MAXIMUM ALLOWABLE _ _ BO" MA 56.2 40.3 429 36A 36.1 92.2 29.7 27.6 26.8 N.1 T 21.9 POSITIVE I+I AND NEGATNEIi DESIGN PRESSURES ._ .. USE WITH MULLION SYSTEM IN POUNDS PER SOUARE 78" __ 68A 58.6_ 405 440 39.6 30.0 _ 3&0_ 30A 203 29A 26.6 _ 22A FWTIPSFI. 70' _ 67A _SST _ 50.6 _ 452 40.7 37.0 33.0 31.3 29.0 27.1 23.0 77 71.5 e1.3 53.7 47.7 420 30.0 36,8 -33.0 30.7 26.6 260 2;.3 2 FOR DETERMINATION OF MULLION SPANSAND n .. --- TRIBUTARY WIDTHS SEE ELEVATIONS ON SHEET 2 66 75A 86.9 66.6 62.0 18.6 42.0 30.0 96.0 93A -�t2 793 18.a 80" 75.0 73.6 844 07.2 51.5 46A 42.9 39A 36.8 34.3 32.2 292 l FOR INSTALLATIONS UTILIZING MORE THAN ONE TYPE = w --- '- - - OF CUP PER MULLION.USE THE LESSER ALLOWABLE 54• 750 76.0 71.5 63.6 67.2_ 52.0 47.7 44.0 40.0 38.2 36.8 32.4 2. _ .. DESIGN PRESSURE m•� 50.6' 750 76.0 760 674 61.1 56.5 50-9 47.0 _43.6 _ 40.7 36.2 34.8 Ll - 75.0 76A 760 F-5 81A 6BA 53.7 40A 4e.0 429 40.2 38.4 a 'GOAL-POST'cLw Aur NOT BE USED FOR ¢ , --- --�'- - INSTAUATIONS TO CONCRETE OR CONCRETE BLOCK j Z' 75.0 76.0 76.0 7bD 73.6 66.9 61.3 66A 62.8 101 460 41.8 76.0 70.0 750 76A 76.0 732 8Z1 61A 57.6 63.7 603 45A ICMUL __ _ _. 5DENOTES CONDITIONS NOT ACCEPTABLE76.0 760 75.0 760 76.0 76.0 71.6 800 e1.3 57.1 53 7 48A - ®_. FOR USE 750 750 75.0 75.0 76.0 75.0 75.0 76A 73.6 88.7 644 6e.3 78.0 76A 75.0 76A 750 76.0 750. 7&0 750 75.0- 760 72.9 o i LL Z W Y mz DESIGN SCHEDULE: 1"x4" MULLION WITH 'T-CLIP' OR 'C-CLIP' Y -- € 1 MULLION TRIBUTARY WIDTH 6PAN 76' 21' 24" 2T 30' 33" 36' 1 39' 42" 45" 49' 63" 106' 59.0 50.5 44.2 393 36.4 322 29A 27.2 253 23.8 _ 22.1 20.0 _ F 100' 70.2 60.2 52.7 --46.6 -- 42.1 38.3 --- 35.1 321 - 30.1 28.1 263 23.8 - c - 90' 75.0 66.0 59S .__629 47.6 433 39.7 35.6 34.0 31.8 29.8 27.0 90" 75.0. 75.0 72.3 64.2 S7A 52.6 48.2 44.6 41.3 305 36.1 32.7 -_ - _ -- B6" 76,0 76.0 750 - 73.6 _6B3 60.2 _ 55.2 51.0 47344.2 414 __37.5 1' 75.0 75.0 750 76.0 71.1 64.6 69.3 54.7 50.8 47.4 44.4 40.2 _- __'._ 60' 7b.0 750 750 750 _76.0 74.6 ee.et75.0 3.J 30.8 54.9 78' 76.0 750 75o 76.0 760 76A 73.700 _ 63.2 _ 50.0 66.3_ 60.1 76• 700 _ 750 750 _ mo 75.0 7" 75.01.9 68.7 629 68.4 629 72" 75A 7b.0 750 75.0 75A 75A 75.0 74.b 80.6 6S2 69.7.66 75A75.0 75.0 75.0 75.0 75.0 75.050 76.0 75o 712 64.4 60' 76A 75.0 75.0 76.0 750 75.0 75.0 75.0 750 75.0 750_ _70.0 t�t�umrregr� 54' 75A 76.0 TbA 750 76.0 76.0 750 75D 75.0 76.0 76.0 75.0 `,p4,�DAMES q -- - _-- - 50.6' 75.0 75.0 75.0 75.0f75.0 .0 _ 76A 750 750 75.0 76.0 76A 76.0 �:04.:•`�G E NSF.nq�y 48" -76A 76.0 150 _760 .0 75.0 _76.0_ 750 _76.0 76.0 76A _ 75.0Z.Q�;' Nc 19- 2 0: @" 75A 75A 76.0 750 .0 75.0 _75.0 750 _ 76.0 75.0 750 76.0 x 38A` _ _ 75.0 75.0 750 760 75A 75A 76.0 750 75.0 7bA76.0 76.0 76.0 750 75.00 76.0 76A 75.0 75.0 _ 75.0 _ 750 75.0 OT T 7F F' rW: 30_ 75.0 75.0 750 75.0 750 76.0 750 76.0 76.0 76.0 750 75.0 1 OP;•��` _ _....... - .SSSS•.R I Nv 24" 75.0 750 75.0 75.0 76.0 75.0 150 75.0 75.0 76.0 76.0 75.0 !r NAL Yd r4FNrr111114 rim Product Evaluation Report Date: t November 20,2013 Report#: 2263 I Report Revision No.: 0 Project#: 413-1003 Product Mfg.: Jeld-Wen Inc. 3737 Lakeport Boulevard Klamath Falls,OR 97601 Product Description: Clipped Aluminum Tube Mullion—LMI/SMI—HVHZ Product Category: ! Windows Product Sub-Category: Mullions Compliance Method: Product Approval Rule 61G20-3.005(1)(d)—Product Evaluation Report by a Licensed Professional Engineer Prepared By: Robert J.Amoruso,P.E. Florida P.E.No.49752 PTC Product Design Group,LLC,PO Box 520775,Longwood,FL 32752-0775 Florida C of A No.25935 CERTIFICATE OF INDEPENDENCE PTC Product Design Group,LLC and Robert J.Amoruso, P.E. interest nthe company r company malnu acturingy financialdistributingor y�� ti�Sk ES .Q�0. product(s)covered by this Product Evaluation Report. C E At PTC Product Design Group,LLC and Robert J.Amoruso, No d97J2 'O P.E.do not have, nor will acquire any financial interest in any other entity involved in the approval process or t;, : TE testing of the product(s) covered by this Product ;, �•, '��: Evaluation Report. i6`''•4' O R I p ,. �':•'t'��+�� SNAL� %� Or111f1/l11110,1 PTC Product Design Group,LLC Project No.413-1003 Robert J.Amoruso,P.E. P.O.Box 520775—Longwood,Florida 37252 Product Evaluation Report FL No 49752 Phone:321-690-1788 Fax:321-690-1789 No.2263 Page 1 of 4 FBPE Certification of Authorization No.25935 SCOPE Evaluate Jeld-Wen Clipped Aluminum Tube Mullion—LMI/SMI—HVHZ for conformance to the Current Edition of the Florida Building Code—Building and Residential Volumes including the High Velocity Hurricane Zone(HVHZ). The engineering analysis(Reference 3)determines the anchorage of the product to the supporting substrate and mullion to span design pressures for various window combination assemblies. The product evaluation report (this document) summarizes Current Edition FBC and Current Edition FRC code compliance verification and appropriate Limitations and Conditions of Use. DESCRIPTION OF PRODUCT- INSTALLATION REQUIREMENTS See Reference 1.a for a description of the product, its installation and other pertinent data related to its approved use. CODE CONFORMANCE This product is designed to comply with the Current Edition of the Florida Building Code(FBC)and Current Edition of the Florida Residential Code(FRC)requirements including the High Velocity Hurricane Zone(HVHZ). The specific Current Edition Florida Building Code(FBC)and Current Edition Florida Residential Code(FRC) requirements that have been met by testing and/or engineering evaluation(rational analysis)are the following. See Equivalency Evaluation to the Current Edition FBC(Reference 1.b)for evaluation of testing standards compliant with the Current Edition FBC and Current Edition FRC. • Current Edition Florida Building Code(FBC),Building Volume Protection of Openings High Velocity Hurricane Zones-Impact Tests for Wind-Borne Debris Mullions occurring between individual window and glass door assemblies Anchorage methods • Current Edition Florida Building Code(FBC),Residential volume Protection of Openings High Velocity Hurricane Zones-Impact Tests for Wind-Borne Debris Mullions Anchorage methods LIMITATIONS AND CONDITIONS OF USE This product evaluation contains or makes reference to specifications,technical details and installation details and/or methods that pertain to the proper use and/or installation of the product specified herein.Specific PTC Product Design Group,LLC Project No.413-1003 Robert J.Amoruso,P.E. P.O.Box 520775—Longwood,Florida 37252 Product Evaluation Report FL No 49752 Phone:321-690-1788 Fax:321-690-1789 No.2263 Page 2 of 4 FBPE Certification of Authorization No.25935 AVMP'N 46 limitations and conditions of its may include but are not limited to the following contained in Reference 1.a and are the subject of Product Approval in accordance with the State of Florida Product Approval Rule 61G20-3. • Design Pressure Rating(psf) • Installation restrictions. • Installation substrate requirements. • Product description. • Installation anchor requirement, • Product components. QUALITY ASSURANCE This product is manufactured under a quality assurance program audited by an approved Certification and Quality Assurance Entity Window and Door Manufacturers Association (WDMA) as required in Rule 61G20- 3.005(3).See FBC Organization No.CER1508 and QUA2515 for approval under Rule 61G20-3. APPLICATIONS/INSTALLATIONS OUTSIDE THE LIMITATIONS AND CONDITIONS OF USE Rule 61620-3.005(1)(e)states"Rational engineering analysis cannot be used in lieu of a standard test required by the Code for approval of products within the scope of the standard,except that project specific approval by the local authorities having jurisdiction in accordance with alternate methods and materials authorized in the Code." Any modification to this product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. As allowed in Rule 61G20- 3.005(1)(e), a project specific approval by the local authorities having jurisdiction may be used given an appropriate rational analysis is conducted and deemed acceptable to the local authorities having jurisdiction. PERFORMANCE AND TESTING STANDARDS Reference 2 conducted testing to the following standard.See Equivalency Evaluation to the Current Edition FBC (Reference l.b)for evaluation of testing standards compliance with the Current Edition FBC and Current Edition FRC. 1. TA5201-94,Impact Test Procedures. 2. TAS202-94,Criteria for Testing Impact&Non-Impact Resistant Building Envelope Components Using Uniform Static Air Pressure. 3. TAS203-94,Criteria for Testing Products Subjected to Cyclic Wind Pressure Loading. REFERENCES & SUPPORTING DOCUMENTS 1. Drawing a. JELD0108,Rev.0,dated 11/20/13,signed and sealed by Robert J.Amoruso,P.E.,told-Wen Qipped Aluminum Tube Mullion,Large and Small Missile Impact Fbsistant-FM-V—Mullion$an vs.Load Width Tables-Installation Anchorage Details PTC Product Design Group,LLC Project No.413-1003 Robert J.Amoruso,P.E. P.O.Box 520775—Longwood,Florida 37252 Product Evaluation Report FL No 49752 Phone:321-690-1788 Fax:321-690-1789 No.2263 Page 3 of 4 FBPE Certification of Authorization No.25935 �01 W rim 2. Test Reports by National Certified Testing Laboratory,Inc.in Orlando,FL a. No.NCTL-210-3383-2,dated 10/22/07, TAS 201,202 and 203 testing for Jeld-Wen LMI Mullion b. No.NCTL-210-3383-2A,dated 6/28/10, TAS 201,202 and 203 testing for Jeld-Wen LMI Mullion 3. PTC Product Design Group,LLC a. Engineering Analysis i. Report No.2264,Load Width vs.Mull Span and Installation Anchorage Analysis ii. Report No.438,Vertical 1x3 Mullion and Goal Post Clip Structural Analysis iii. Report No.439,Vertical 1x3 Mullion and T-Clip Structural Analysis iv. Report No.440,Vertical 1x4 Mullion and Goal Post Clip Structural Analysis v. Report No.441,Vertical 1x4 Mullion and T-Clip Structural Analysis vi. Report No.639,Vertical 10 Mullion and T-Clip Structural Analysis vii. Report No.640,Vertical 10 Mullion and Goal Post Clip Structural Analysis viii. Report No.643,Horizontal 10 Mullion and T-Clip Structural Analysis ix. Report No.644,Horizontal 1x4 Mullion and Goal Post Clip Structural Analysis b. Engineering Evaluation i. PTC Report No.2263-EER,Rev.0,dated 11/20/13,Equivalency Evaluation for Jeld-Wen Clipped Aluminum Tube Mullion,Large and Small Missile Impact Resistant-HVHZ, Mullion Span vs.Load Width Tables-Installation Anchorage Details,signed and sealed by Robert J.Amoruso,P.E. 4. Florida Building Code a. Current Edition Florida Building Code(FBC),Building Volume i. Protection of Openings ii. High Velocity Hurricane Zones-Impact Tests for Wind-Borne Debris iii. Mullions occurring between individual window and glass door assemblies iv. Anchorage methods b. Current Edition Florida Building Code(FBC),Residential volume i. Protection of Openings ii. High Velocity Hurricane Zones-Impact Tests for Wind-Borne Debris iii. Mullions iv. Anchorage methods 5. AAMA 103,Procedural Guide—AAMA Certification Program a. AAMA 103.3-93 b. AAMA 103-04 c. AAMA 103-07 6. AAMA 203,Procedural Guide—WINS a. AAMA 203-98 b. AAMA 203-03 PTC Product Design Group,LLC Project No.413-1003 Robert J.Amoru so,P.E, P.O.Box 520775—Longwood,Florida 37252 Product Evaluation Report FL No 49752 Phone:321-690-1788 Fax:321-690-1789 No.2263 Page 4 of 4 FBPE Certification of Authorization No.25935 Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_lst.aspx BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff `Product Approval RECEIVED Jbpr il, USER: Public User JAN 19 2018 Product Approval Menu > Product or Application Search > Application List ST, Lucia cownty, Permitting Search Criteria Code Version 2017 FL# Application Type ALL Product Manufacturer Category ALL Subcategory Application Status ALL Compliance Method Quality Assurance Entity ALL Quality Assurance Entity Contract Expired Product Model, Number or Name ALL Product Description Approved for use in HVHZ ALL Approved for use outside HVHZ Impact Resistant ALL Design Pressure Other ALL Search Results -Applications FL# Tvoe Manufacturer Validated By FL14104-R15 Revision JELD-WEN American Architectura. History FL#: FL14104.1 Association Model: Builders Vinyl (V-2500) (214) 878-1642 Description: Tilt Single Hung 48" x 77" Annealed Insulated Glass Category: Windows Subcategory: Single Hung *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. 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 S Under Florida law,email addresses are public records. If you do not want your e-mail address released in response to a put electronic mail to this entity. Instead,contact the office by phone or by traditional mail. If you have any questions,please co Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455, F.S. must provide the C they have one.The emails provided may be used for official communication with the licensee. However email addresses are L supply a personal address, please provide the Department with an email address which can be made available to the public. under Chapter 455,F.S.,please click here. Product Approval Accepts: oUu a Prr � ` A< CfQC14' Gard Safe I of 1 01/15/2018 06:14 PVI Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx9param—w... `n. BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff r JC";�P Approval DUSER:ER: Public User Product Approval Menu > Product or Application Search > Application List> Application Detail FL # FL14104-R15 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Jason Kantola fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Associat Validated By American Architectural Manufacturers Associat Referenced Standard and Year(of Standard) Standard AAMA/WDMA/CSA 101/I.S.2/A440 1 of 4 01/15/2018 06:14 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr—app_dtl.aspx?param=w... Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 07/06/2017 Date Validated 07/13/2017 Date Pending FBC Approval Date Approved 07/15/2017 Summary of Products FL # Model, Number or Name Description 14104.1 Builders Vinyl (V-2500) Tilt Single Hung 48" x 77" Annealec Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 R15 C CAC R-PG50-48x Approved for use outside HVHZ: Yes Quality Assurance Contract Expi Impact Resistant: No 10/04/2021 Design Pressure: +50/-50 Installation Instructions Other: FL14104 R15 II Bldr Vinyl Tilt SH 2017-06-13.pdf Verified By: American Architectural Created by Independent Third Part Evaluation Reports FL14104 R15 AE PER4868 SS 20: Created by Independent Third Part 14104.2 Builders Vinyl (V-2500) Two Wide Tilt Single Hung 84" x 57' Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 R15 C CAC XX R-PG50 Approved for use outside HVHZ: Yes Quality Assurance Contract Expi Impact Resistant: No 08/28/2021 Design Pressure: +50/-50 Installation Instructions Other: FL14104 R15 II R-PG50-84x57 I Verified By: American Architectural Created by Independent Third Part Evaluation Reports FL14104 R15 AE PER 3076.pdf Created by Independent Third Part 14104.3 Builders Vinyl (V-2500) Three Wide Tilt Single Hung 108" x Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 R15 C CAC XXX R-PG51 Approved for use outside HVHZ: Yes Quality Assurance Contract Expi Impact Resistant: No 01/26/2021 Design Pressure: +50/-50 Installation Instructions Other: FL14104 R15 II BV- Triple TSH CI 108x74 SJW2012-014 Nail Fin 5-2 Verified By: American Architectural Created by Independent Third Part Evaluation Reports Created by Independent Third Part 2 of 4 01/15/2018 06:14 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=w... 14104.4 Builders Vinyl (V-2500) Three Wide With Center Picture Tilt Annealed Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 R15 C CAC XOX R-PG5 Approved for use outside HVHZ: Yes Quality Assurance Contract Expi Impact Resistant: No 01/29/2022 Design Pressure: +50/-50 Installation Instructions Other: FL14104 R15 II XOX R- PG50-109x74 Installation Instructi Verified By: American Architectural Created by Independent Third Part Evaluation Reports FL14104 R15 AE PER 3077.pdf Created by Independent Third Part 14104.5 Builders Vinyl (V-2500) Tilt Single Hung 36"x 84"Annealec Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 R15 C CAC R-PG35-36x Approved for use outside HVHZ: Yes Quality Assurance Contract Expi Impact Resistant: No 12/20/2019 Design Pressure: +35/-35 Installation Instructions Other: FL14104 R15 II R- PG35-36x84 Nail Fin Installation Verified By: American Architectural Created by Independent Third Part Evaluation Reports Created by Independent Third Part 14104.6 Builders Vinyl (V-2500) Tilt Single Hung 52 1/8" x 75" Anne Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 R15 C CAC R-PG50-52. Approved for use outside HVHZ: Yes Quality Assurance Contract Expi Impact Resistant: No 05/13/2022 Design Pressure: +50/-50 Installation Instructions Other: FL14104 R15 II R- PG50-52.125x75 Installation Instr Verified By: American Architectural Created by Independent Third Part Evaluation Reports FL14104 R15 AE PER 3079.odf Created by Independent Third Part 14104.7 Builders Vinyl (V-2500) Tilt Single Hung 48" x 72" Annealec Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 R15 C CAC R-PG35-48x Approved for use outside HVHZ: Yes Quality Assurance Contract Expi Impact Resistant: No 06/25/2018 Design Pressure: +35/-40 Installation Instructions Other: FL14104 R15 II R-PG35-48x72 C 40 Installation Instructions.1)d Verified By: American Architectural Created by Independent Third Part Evaluation Reports Created by Independent Third Part 14104.8 Builders Vinyl (V-2500) Tilt Single Hung 36" x 72" Annealec Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 R15 C CAC R-PG50-36x Approved for use outside HVHZ: Yes Quality Assurance Contract Expi Impact Resistant: No 09/09/2021 Design Pressure: +50/-55 Installation Instructions 3 of 4 01/15/2018 06:14 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=w... Other: FL14104 R15 II Bldr Vinyl TSH FE FL14104 R15 II Bldr Vinyl TSH FE Verified By: American Architectural Created by Independent Third Part Evaluation Reports FL14104 R15 AE PER4544.Ddf Created by Independent Third Part Back Next Contact Us :: 2601 Blair Stone Road,Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility S Under Florida law,email addresses are public records. If you do not want your e-mail address released in response to a put electronic mail to this entity. Instead,contact the office by phone or by traditional mail.If you have any questions,please co Section 455.275(1),Florida Statutes,effective October 1,2012, licensees licensed under Chapter 455,F.S.must provide the C they have one.The emails provided may be used for official communication with the licensee. However email addresses are F supply a personal address, please provide the Department with an email address which can be made available to the public. under Chapter 455,F.S.,please click here . Product Approval Accepts: ® U ® K.re_A 0 Credit Card Safe 4 of 4 01/15/2018 06:14 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param—w... t BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff J (: Prod uctPubApproval USER: lic User pr 4� Product Approval Menu > Product or Application Search > Application List> Application Detail FL # FL14104-R15 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Jason Kantola fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Associat Validated By American Architectural Manufacturers Associat Referenced Standard and Year(of Standard) Standard AAMA/WDMA/CSA 101/I.S.2/A440 I of 4 01/15/2018 06:15 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=w... Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 07/06/2017 Date Validated 07/13/2017 Date Pending FBC Approval Date Approved 07/15/2017 Summary of Products FL# Model, Number or Name Description 14104.1 Builders Vinyl (V-2500) Tilt Single Hung 48" x 77" Annealec Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 R15 C CAC R-PG50-48x Approved for use outside HVHZ: Yes Quality Assurance Contract Expi Impact Resistant: No 10/04/2021 Design Pressure: +50/-50 Installation Instructions Other: FL14104 R15 II Bldr Vinyl Tilt SH 2017-06-13.pdf Verified By: American Architectural Created by Independent Third Part Evaluation Reports FL14104 R15 AE PER4868 SS 20: Created by Independent Third Part 14104.2 Builders Vinyl (V-2500) Two Wide Tilt Single Hung 84" x 57' Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 R15 C CAC XX R-PG50 Approved for use outside HVHZ: Yes Quality Assurance Contract Expi Impact Resistant: No 08/28/2021 Design Pressure: +50/-50 Installation Instructions Other: FL14104 R15 II R-PG50-84x57 I Verified By: American Architectural Created by Independent Third Part Evaluation Reports FL14104 R15 AE PER 3076 pdf Created by Independent Third Part 14104.3 Builders Vinyl (V-2500) Three Wide Tilt Single Hung 108" x Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 R15 C CAC XXX R-PG5, Approved for use outside HVHZ: Yes Quality Assurance Contract Expi Impact Resistant: No 01/26/2021 Design Pressure: +50/-50 Installation Instructions Other: FL14104 R15 II BV- Triple TSH CI 108x74 SIW2012-014 Nail Fin 5-2 Verified By: American Architectural Created by Independent Third Part Evaluation Reports Created by Independent Third Part 2 of 4 01/15/2018 06:15 PM Florida Building Code Online https://www.floridabuiIding.ora,/pr/pr_app_dtl.aspx?param=w... 14104.4 Builders Vinyl (V-2500) Three Wide With Center Picture Tilt Annealed Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 R15 C CAC XOX R-PG5 Approved for use outside HVHZ: Yes Quality Assurance Contract Expi Impact Resistant: No 01/29/2022 Design Pressure: +50/-50 Installation Instructions Other: FL14104 R15 II XOX R- PG50-109x74 Installation Instructi Verified By: American Architectural Created by Independent Third Part Evaluation Reports FL14104 R15 AE PER 3077.pdf Created by Independent Third Part 14104.5 Builders Vinyl (V-2500) Tilt Single Hung 36"x 84"Annealec Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 R15 C CAC R-PG35-36x Approved for use outside HVHZ: Yes Quality Assurance Contract Expi Impact Resistant: No 12/20/2019 Design Pressure: +35/-35 Installation Instructions Other: FL14104 R15 II R- PG35-36x84 Nail Fin Installation Verified By: American Architectural Created by Independent Third Part Evaluation Reports Created by Independent Third Part 14104.6 Builders Vinyl (V-2500) Tilt Single Hung 52 1/8" x 75" Anne Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 R15 C CAC R-PG50-52. Approved for use outside HVHZ: Yes Quality Assurance Contract Expi Impact Resistant: No 05/13/2022 Design Pressure: +50/-50 Installation Instructions Other: FL14104 R15 II R- PG50-52.125x75 Installation Instr Verified By: American Architectural Created by Independent Third Part Evaluation Reports FL14104 R15 AE PER 3079.odf Created by Independent Third Part 14104.7 Builders Vinyl (V-2500) Tilt Single Hung 48" x 72" Annealec Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 R15 C CAC R-PG35-48x Approved for use outside HVHZ: Yes Quality Assurance Contract Expi Impact Resistant: No 06/25/2018 Design Pressure: +35/-40 Installation Instructions Other: FL14104 R15 II R-PG35-48x72 E 40 Installation Instructions.odf Verified By: American Architectural Created by Independent Third Part Evaluation Reports Created by Independent Third Part 14104.8 Builders Vinyl (V-2500) Tilt Single Hung 36" x 72" Annealec Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 R15 C CAC R-PG50-36x Approved for use outside HVHZ: Yes Quality Assurance Contract Expi Impact Resistant: No 09/09/2021 Design Pressure: +50/-55 Installation Instructions 3 of 4 01/]5/2018 06:15 PM Florida Building Code Online https://www.floridabuildino.org/pr/pr_app_dtl.aspx?param=w... Other: FL14104 R15 II Bldr Vinyl TSH FE FL14104 R15 II Bldr Vinyl TSH FE Verified By: American Architectural Created by Independent Third Part Evaluation Reports FL14104 R15 AE PER4544.Ddf Created by Independent Third Part Back Next Contact Us :: 2601 Blair Stone Road,Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement::Accessibility S Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a put electronic mail to this entity.Instead,contact the office by phone or by traditional mail. If you have any questions,please co Section 455.275(1), Florida Statutes,effective October 1,2012, licensees licensed under Chapter 455,F.S. must provide the C they have one.The emails provided may be used for official communication with the licensee. However email addresses are[ supply a personal address,please provide the Department with an email address which can be made available to the public. under Chapter 455, F.S., please click here. Product Approval Accepts: o ® a Edo Credit Card Safe 4 of 4 01/15/2018 06:15 PM AAMA (Valuator-Operations Administrator) CERTIFICATION PROGRAM Rd AUTHORIZATION FOR PRODUCT CERTIFICATION JELD-WEN Windows&Doors P.O.Box 1329 Klamath Falls,OR 97601 Attn: Jason Kantola This authorization is based on the successful completion of tests.and the reporting to the AAMA Validator of the results of the tests by an HAMA Accredred Laboratory.The product information below will be added to the next update of the AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTED AAMAIWDMAICSA 101/I.S.21A440-08 R-PG50-1219x1956(48x77)-H COMPANY AND CODE CPD NO. SERIES MODEL&PRODUCT MAXIMUM SIZE TESTED DESCRIPTION BUILDERS VINYL TILT SH FRAME SASH JELD-WEN Windows&Doors 9795 (PVC)(O/X)(OG)(INS GL) 1219 mm x 1956 mm 1168 mm x 973 mm Code: JW (MODIF)(REINF)(TILT) (ASTM) (4'0"x 6'5") (3'10"x 3'2") This Certification will expire October 4,2021(extended from October 4,2016 per AAMA 103-15)and requires validation until then by continued listing in the current AAMA Certified Products Directory. Product Tested and Reported by National Certified Testing Laboratories Report No SJW2012-202 Date of Report October 29,2012 Evaluated for Certification: June 21,2016 A ted Laboratories,Inc. Authorized for Certification: June 22,2016 JGSiJTS ACP-04 (Rev.6/16) Amen n Architectural Manufacturers Association A.: MAX. %;ll, :T 1U.A . 4R'-;M . :. .. _ 3 _---- MIN DISTANCE . lt'-. ,•^^ :.^` I M:N GST.rYE FOR EDGE 3/4' -- . r,Det 4..4 MAX. .,Myrt L•4•MAX i • _ 5:IIM SPACE I FRAME SECTION(TYP) la'MIN. C . vlt;••• EMBEDMENT t VERTICAL SECTION , JAMB SECTION(TYP) 4 HORIZONTAL SECTION 5✓:M.Si.rT . Max Frame DP RATINGIMPACT I M N=MKDMtNT 48 x 77 r50/-50 NO I Installation Notes: General Notes: 1 Sea'(large flame h su::strale 1 The product shown herein Is designed.tested and manufactured to comply with the wind bad cntena . A PH it nnaalel 4 slener Ihoui7"'he nail fin w.th sufficient IRngth 10 penetrate a minvu n of 1 1,7• of the,adopted International Building Code(IBC).the Imemational Residential Code(IRCI.We Florda qr„)c trAnB^g °,r 2%wood forme substrate(min S.G 421 Building Code(FBCI and the industry requirement for the slated conditions. r:s•s1•a=•nre iv."x.d cnxii.masonry.steel)to be designed and anchored to propedv transfer all loads 2. Alt glazing shall conform to ASTM E1300. The h4sT structure is the respons-bihty of the architect or engineer of record for the 3 At minimum,glazing shall be single strength annealed Insulating glass :a lwc C'i 5'a't•r30n `'his sitred.,ht n.hlresses only the fasteners required to anchor the ```` �st F 3 r r0��''j' al d n;to as^:ev:.t^e rated cesian pressure do to the size limitations �� . . . •• 1<'>tIl rint•�r1PdasTGuidetothe instalation process and does \�, .• = w--vr:•rr•:nfaIsr 3737 Lakeport Olvd 01703/31/2JEI u adt ess I e s:a r cos.deraion thatmay arise it different wall 4' _ L13rWEN Klamath Falk,OR.97601 o)ria ns F .tta nnluNte nstapation procedure.see the insTroctions * p qy 3 * J,HAWKINS NTS Phone: (541)882.3451 i;'1:;1.cd w!!tivt m iric%% r cc to vmv led-wen rpm P, ruc — p::'$TAT 9`F ` D.BELP' tdRfO ,„n�fr„r, Builders Vinyl Tilt Single Hung IF . INFR O'c` . 2� J.GOOSSEN 11 nq n s r nlerts nre ca)fidenlial and are not to be � �S, u ec,r zcip,ed,n whole,r.n par,or used or disclosed to others �ih� Fl�kt %% 1' D06�499 __... --_ 0,.IELD YEN Inc e 1 ITRkbNT bw'` n ISJW2012-202-FBC�1 n4MEariaixAIn.: Bucf••rTSI ' A `rr ul . Blot n RSP LYA .. NG• ^�- I - EMBEDMEhr — :�JJ•z ItJIMAX . y` ,I 3 SHIM YAQ FRAME SECTION(TYP) -' VERTICAL SECTION F f t»� MIN DI.sTAPJLE 1 ;...• ' .. , FOR EW Jir _.... JAMB SECTION(TYP) L�. HORIZONTAL SECTION r: L.. ... iAY , Max Frame_ I DP-RATING IMPACT 48 x 77 -50%-50_ - NO Installation Notes: General Notes: 1 e Oa^q 4i ame h su irate t. The product shown herein is designed.tested and manufactured to comply with the wind load.ntera I.se=E pH or gmidnel f.,s*ever lhcug :he frame with sufficient length to penetrate a minimum of 1 12' of the adopted International Building Code(IBCI.the International Residential Code(IRC).the Fbrca, :zing:^.�wrot:f nnnng. For 2X wood frame substrate(min.S.G=0 421, Building Code(FBCI and the industry requirement for the stated conditions, Hos!st'ucture mood buck.masonry.steep to be designed and anchored to property transfer all loads 2. All glazing shall conform to ASTM El 300 to me strxwo. The host sVWure!s the responsibility of the architect or engineer of record for the 3 At minimum.glazing shall be single strength annealed insulating glass ENJ'rc:u'..z:aratiat. Ped:h.adrlrf sscs only the fasteners required to anchwhe mrrend a^Pv:Me ratnd g s an pressure up to me size limitations �i II 1<•r:mended as a rude to the installation process and does DPvf:*Ew,:NEfc: w-c �'�] 3737 Lakeport Blvd o:ndiress t^e sea.nc censMJeranon that may a^se in different wall �" O 03/31(2017 TELl7 1.EN '''N 7$ E+a'.'n!ri,. J amaU Falls,OR.97601 KI F rD u:aions f,r Ir?xml,We rtstallation procedure.See the instructions _* * ),HAWKINS NTS Phone: (sat)BB2-3x51 f;k rr,1 w t1 win wmlcw Or cc to waw leui-aen fJun rj¢fxkJ P., rlll� -P: TAT • � D.BELAU guilders Vinyl Tilt Single Hung iO ARDRnvm NY' �iO�F 9( P <U3.000SSEN T!*! f:-,3v;, , r S c.nterts,•u roifidemial and are root to be if S,p`fl r1 ♦� DA2T;DD d u ey_w:d ,vngle r+par,or-used or disclosed to others ihY` •�( t :l+!K?:h+".1 Y1 by,TEED i1'EN Ine I.--t'` N'IfRR N. MiM Ytrlr IN:lnrw'1;M,: !J•D Y !Y.. REQ. A v4!1 . Tr. u+ llo-lti 139 Bid ,TSS ..\t 40NRl ?`.t'" 11.I.A"P011 f n ru, �... Mt�laE•n 11:4-MI'a _ � EN.BEGMt^, -- i6 ' �.. •MAK. ! r I . i 3 ;;v a4x t ! I. I' N:N DIST N.E � Sr•:M 4EA? o.x FRAME 5EMON(TYD) - F VERTICAL SECTSON rAI'N't. i liE 1 tr j ,;�NI„ M ROCK JAMB SECTION(TYP) HORIZONTAL SECTION t � a ;:. Max FrameOP RATING IMPACT 48 x 77 +50/-50 NO Installation Notes: General Notes: 1 Se.:0a^�eYlame 1 su�stra?e 1. The product shown herein is designed.tested ane manufactured to comply with the wind bad criteria Lse 'F•"Tapcor..r ec,,valent fasteners through frame with sufficient length to penetrate a minimum of the adopted International Building Code(IBC1.the international Residential Code(Ill the F:oroa n+1 14'ran corcrele cT masonry at eacn location with a 2 VY min from edge distance. For concrete Building CodelFBCI and the industry requirement for the stated conditions. ?mm= Wnnsi:or masonry ICMU shall corform to ASTM C901. 2. All glazing shall conform to ASTM E1300. Hos'slnlrt„ne o1-,Y d b(iei,.masonry steel)to be designed and anchored to properly transfer all loads 3 At minimum.glazing shall be single strength annealed insulating glass. to toe sh Truro.The host structure is the responsibility of the architect or engineer of record for the proRo_7 o'='s'a':.n70n. `{{{{1111!lrl7j' This scl+edute addresses dnly the fasteners required to anchor the S F. tmrc w to ac^eve t^e raled design pressure up to the size limitations �� ...... d. 11 is 7,!:t rIe 1 as n r u:de to the installation process and does I • . � Da uE EBGINIR "Ill.c dt e s ann ccnsde lthat may apse in en?wall � O 03 /31/2017 3737 Lakeport Blvd r ,7n& FIFe c rapt to nstallation procedure,seethe instructions 7 Jrrj . r� Klamath Falls,OR.97601 I ,f+.;rd A n .%md;-A o (lo to www.leld-wOn rorty * C * _ )•HAWKINS N _.._Phone: (541)882-3451 $TAT = X HxEs D.BELAU I:..AIA1F� O,p':'�(1 (O�;•• AD:ri(JrGRY Builders Vinyl Tilt Single Hung ).000SSEN Tt. avi r t r-s contents are confidential and are not to be ivtlri..ucec it ccoted in whole,r m par:or used or disclosed to others r.•trtasn :h-" zed oyJELD-NEN Inc t ��j/H4H{6 1: w rorNmEERVD Dtul•nartf'AN5,W-IYi: iJh) C.•r REV: `r" 110-16-134 81d•sYKry'TSH A I x. A- MAt MIADISiAlItF _ �fF.�.i I)1 il.I.i.)t1\ • - \ - — rti ECGe yr 3 ' it o-wm Ie oouge mm stsct stW Wr-'PAN +/4"MAX 'l 1 sHrAo SPACE MIN DISTANCE 3 ' FRAME SECTION(TYP) FOR EDGE.117• `A VERTICAL SECTION fws Mm unxdm.nl '�L_.-�i.l:'..•L.. of+enc 1hr2aas •2 I '? pest frena: 3 - JAMB SECTION(TYP) HORIZONTAL SECTION ' � . tiA1M Y'ACe i 3 Max Frame- DP RATING IMPACT 48 x J7 X50/ 50_ NO Installation Notes: General Notes: 1 Sea•flarge•fiame to suastrate i. The product shown herein is designed.tested ane manufactured to comply with the wind bad cnlena R.;an!^nrnu srto meL:l gaming use h8 TEK Self Tapping screws with sufficient length to achieve a of the adopted International Building Cock-OBCl.the International Residential Code(IRCl.the Fbrda run,ivIm e-nwrinv:nl of three threads past the frame thickress. Locate anchors as shown in Building Code(FBC)and the industry requirement for the stated conditions. e e•at,rs and irstaUation detai,s.Steel substrate min '8ga..fy=33 ksl. 2. All glazing shall conform to ASTM E1300. N(K'slruc;ure ie:oeA beck.masonry.Steell to be tlesgned and anchored to properly transfer all loads 3 At minimum.glazing shall be single strength annealed lrsulating glass. to in,--src„c ora. The host structure:s the responsibility of the architect or engineer of recon for the flee•cred.de eddrmses only the fasteners required to anchor the ````s�1 Sf F 'mv.'*to aL^eve Me rated cosign pressure up to the size limitations �%% -0 l c i.llis t r I te:aed as a Guide to the installation process and does �� arae'.-r rvri:ucta CAic - - ` ,r :•�„ �.�.� T,�.,..,'T 3737 Lakeport Blvd r� 1J•ess I.o s a nrl ccnsdera:�or.that may arise in different wall t' 7 O -- 03/31/2017 ■i7rj.A'!LL.r lIV, C h?na F tl- :xnplele rnstallaeon procedure.see the instructions _ =' Y $ r wvnt ti*: yAe. Klamath Falls,OR.97601 I f w0 v ,-i•randew or co to www Iekl-wen com ` � = ).HAWKINS NTSPhone: (541)862.3451 a xme+ TILE D.BELAU p0 '.S( P,• tt� A-,wrr-.n Builders Vinyl Tilt Single Hung C'IS__atk1ER �% �` .• ��: ).GOOSSEN Tr!�::at r t ::s contents nre ronfidemlal and are not to be �i SS G �� 16 wr � oluceu)iGated wncle of m part or used or disclosed to others b04 � 99 ny JELD'A'EN inc +...,h xllli4fittl e _:+. .to ,mr,rrca war•nmw'w,raa-ltiv: anew x. ae.: wrrT n r. 110-16-134 B1rhVmy'TSu A «• BUILDING DROPS 398 East Dania Beach Blvd. Suite 338 Dania Beach,FL 33004 A Perfect Solution in Every Drop 954.399.8478 PH Cevhrate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com '.Oo(hi i i,,c-,zin tiiol'1 Report Of JELD-WEN,inc. Builders Vinyl Tilt Single Hung Window for Florida Product Approval Current Florida Building Code Method: 1—A(Certification) Category: Windows Sub—Category: Single Hung Product: Builders Vinyl Till.Single iitfng 1iindon, Material: PVC Product Dimensions: 48"X 77" Prepared For: Prepared by: Ir V- F FI ,n1Ja 1'rulrsatnx iunal Lneir#73778 ```��Z�ES ill' Date:00/1(/_'017 �� ZZ *. Content.: _ * N 7 * - laalu:aion Keir,n Pagett 1 4 0�' OR1uP. Herm�kMlf �o,P.E. Florida No.73778 BUILDING DROPS Date: 06/10/2017 A Perfect Solution in Every Drop Report No: 4868 Certificate of Authorization:29578 Manufacturer: JELD-WEN,inc. Product Category: Windows Product Sub-Category: Single Hung Compliance Method: State Product Approval Method(1)(a) Product Name: Builders Vinyl Tilt Single Hung Window 48"X 77" Scope: This is a Product Evaluation Report issued by Hermes Norero,P.E.(FL q 73778)for JELD-WEN,inc. based on Method la of the State of Florida Product Approval,Department of Business and Professional Regulation-Florida Building Commission. Hermes Norero,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 current Florida Building Code. See Installation Instructions SJW2012-202-FBC,signed and sealed by Hermes Norero,P.E.(FL tf 73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the current 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 current Florida Building Code and does require an impact resistant covering. 4 Site conditions that deviate from the details of drawing SJW2012-202-FBC require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SJW2012-202-FBC for size and design pressure limitations. Hermes Norero,P.E. Florida No.73778 Page 2 of 4 BUILDING DROPS Date: 06/10/2017 A Perfect Solution in Every Drop Report No:4868 Certificate of Aut honzat ion.29578 Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a Certification Agency through American Architectural Manufacturers Association(FBC Organization#CER1498). Performance Standards: The product described herein has been tested per: • AAMA/WDMA/CSA 101/I.S.2/A440-08 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories (FBC Organization#TST 9341) Report#:SJW2012-202, Report Date:10/29/2012 Report#:NCTL-110-16-134, Report Date:01/27/2017 2. Certification Agency American Architectural Manufacturers Association (FBC Organization#:CER1498) Hermes Norero,P.E. Florida No.73778 Page 3 of 4 •/n BUILDING DROPS 017 A Perfect Solution in Every Drop Date: 0 o:48 8 Cer,ifKatc o(Author¢ation ,� ., Report No:4868 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For two by(2X)wood frame substrate,use 08 Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment of 1.50"into wood framing. B. For concrete or masonry substrate where one by(1X),non-structural,wood bucking is employed,use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed,use 3/16" diameter 11W Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. D. For steel stud substrate,use#9ITW TEK Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Nail Fin Installation: A. For two by(2X)wood frame substrate,use p8 Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment of 1.50"into wood framing. Refer to Installation Instructions(SJW2012-202-FBC)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Positive 50 PSF Negative 50 PSF Hermes Norero,P.E. Florida No.73778 Page 4 of 4 Irlorida&gilding Code Online https://www.floridabuilding.org/pr/pr_app_lst.aspx M15 4 V r,.4 ,`r BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Lint Product Approval USER.Public User dbpr RECEIVED Product Approval Menu>Product or Application Search> Application List Y JAN 19 2018 Search Criteria ST. Lucie County, Permitting r Code Version 2017 FL# 1� Application Type ALL Product Manufacturer Al Category ALL Subcategory A( Application Status ALL Compliance Method Al. Quality Assurance Entity ALL Quality Assurance Entity Contract Expired AI Product Model, Number or Name ALL Product Description AI Approved for use in HVHZ ALL Approved for use outside HVHZ At Impact Resistant ALL Design Pressure At Other ALL Search Results-Applications FL# TVpe Manufacturer Validated By FL14104-RIS Revision JELD-WEN American Architectural Manufacturers History FL#: FL14104.6 Association Model: Builders Vinyl (V-2500) (214)878-1642 Description:Tilt Single Hung 52 1/8"x 75" Annealed Insulated Glass Category: Windows Subcategory: Single Hung -Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. 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 St 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,dr 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. Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an em they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you ar. under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card P �•, , 1 �$ Safe I of 1 01/15/2018 06:22 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=w... 1 01" ° I R1, BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Linl Go,Product Approval USER:Public User dbpr /Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL14104-RlS Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Jason Kantola fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American,Architectural Manufacturers Association Referenced Standard and Year(of Standard) Standard AAMA/WDMA/CSA 101/I.S.2/A440 Equivalence of Product Standards Certified By 1 of 4 01/15/2018 06:21 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=w... Product Approval Method Method 1 Option A Date Submitted 07/06/2017 Date Validated 07/13/2017 Date Pending FBC Approval Date Approved 07/15/2017 Summary of Products FL# Model, Number or Name Description 14104.1 Builders Vinyl (V-2500) Tilt Single Hung 48" x 77"Annealed Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 R15 C CAC R-PG50-48x77.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/04/2021 Design Pressure: +50/-50 Installation Instructions Other: FL14104 R15 II Bldr Vinyl Tilt SH FBC Installs 48x7 2017-06-13.pdf Verified By: American Architectural Manufacturers As Created by Independent Third Party: Evaluation Reports FL14104 R15 AE PER4868 SS 2017-06-13.pdf Created by Independent Third Party: Yes 14104.2 Builders Vinyl (V-2500) Two Wide Tilt Single Hung 84"x 57"Annealed Insulat Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 R15 C CAC XX R-PG50-84x57.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2021 Design Pressure: +50/-50 Installation Instructions Other: FL14104 RIS II R-PG50-84x57 Installation Instruc Verified By: American Architectural Manufacturers As Created by Independent Third Party: Evaluation Reports FL14104 R15 AE PER 3076.pdf Created by Independent Third Party: Yes 14104.3 Builders Vinyl (V-2500) Three Wide Tilt Single Hung 108"x 74"Annealed Insi Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 R15 C CAC XXX R-PG50 108x74.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/26/2021 Design Pressure: +50/-50 Installation Instructions Other: FL14104 R15 II BV-Triple TSH CHS PG50 108x74 SJW2012-014 Nail Fin 5-25-16.pdf Verified By: American Architectural Manufacturers As Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 14104.4 Builders Vinyl (V-2500) Three Wide With Center Picture Tilt Single Hung 109" Annealed Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 R15 C CAC XOX R-PG50-109x74.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/29/2022 Design Pressure: +50/-50 Installation Instructions Other: FL14104 R15 II XOX R- PG50-109x74 Installation_Instructions.pd Verified By: American Architectural Manufacturers As Created by Independent Third Party: Evaluation Reports FL14104 R15 AE PER 3077.pdf Created by Independent Third Party: Yes 14104.5 Builders Vinyl (V-2500) Tilt Single Hung 36"x 84"Annealed Insulated Glass of 01/15/2018 06:21 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dti.aspx?paratn=w... Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 R15 C CAC R-PG35-36x84.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/20/2019 Design Pressure: +35/-35 Installation Instructions Other: FL14104 R15 II R- PG35-36x84 Nail Fin Installation Instructions.pdf Verified By: American Architectural Manufacturers As Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 14104.6 Builders Vinyl (V-2500) Tilt Single Hung 52 1/8" x 75"Annealed Insulated Gli Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 R15 C CAC R-PG50-52.125x75.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/13/2022 Design Pressure: +50/-50 Installation Instructions Other: I FL14104 R15 II R- PG50-52.125x75 Installation Instructions.pdf Verified By: American Architectural Manufacturers As Created by Independent Third Party: Evaluation Reports FL14104 R15 AE PER 3079.pdf Created by Independent Third Party: Yes 14104.7 Builders Vinyl (V-2500) Tilt Single Hung 48"x 72"Annealed Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 R15 C CAC R-PG35-48x72 DP-40 Cert.p� Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/25/2018 Design Pressure: +35/-40 Installation Instructions Other: FL14104 R15 II R-PG35-48x72 DP- 40 Installation Instructions.pdf Verified By: American Architectural Manufacturers As Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 14104.8 Builders Vinyl (V-2500) Tilt Single Hung 36" x 72"Annealed Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 R15 C CAC R-PG50-36x72 DP-55.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/09/2021 Design Pressure: +50/-55 Installation Instructions Other: FL14104 R15 I1 Bldr Vinyl TSH FBC 36x72 AT 2016 FL14104 R15 II Bldr Vinyl TSH FBC 36x72 SS 2016-10-20.pdf Verified By: American Architectural Manufacturers As Created by Independent Third Party: Evaluation Reports FL14104 R15 AE PER4544.pdf Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. ::Privacy Statement::Accessibility Statement::Refund St 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 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. Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an err they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you ar under Chapter 455,F.S.,please click here. Product Approval Accepts: ® eche` 3 of 4 0l/15/2018 06:21 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=w... Credit Card Safe 4 of 4 01/15/2018 06:21 PM AAMA (Validalm!Operations Administrator) CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION JELD-WEN Windows&Doors P.O.Box 1329 Klamath Falls.OR 97601 Attn: Jason Kantola This authorization is based on the successful Completion of tests,and the reporting to the AAMA Validator of the results of the tests by an AAMA Accredited Laboratory.The product information below will be added to the next update of the AAMA Certified Products Directory SPECIFICATION RECORD OF PRODUCT TESTED AAMAIWDMA/CSA 101/I.S.2/A440-06 R•PG50.13260905(52x75)-H COMPANY AND CODE CPD NO. SERIES MODEL 8 PRODUCT MAXIMUM SIZE TESTED DESCRIPTION BUILDERS VINYL TILT SH FRAME SASH JELD-WEN Windows 8 Doors (PVC)(O1X)(OG)(INS GL) 10975 1326 mm x 1905 mm 1272 mm x 948 mm Code: JW (MODIF)(REINF)(TILT) (ASTM) (4'4"x 6'3") (4'2"x 31") This Certification will expire May 13,2022(extended from May 13,2017 per AAMA 103-15)and requires validation until then by continued listing in the current AAMA Certified Products Directory Product Tested and Reported by National Certified Testing Laboratories Report No: SJW2013-049 Date of Report: June 14,2013 Evaluated for Certification September 6,2016 A ted Laboratones.Inc Authorized for Certification September 6,2016 JGSlJTS ACP-04 (Rev 6116) AmericaWArchitecturat Manufacturers Association NAIL FIN INSTALLATION o� a +r Mxn eMoxaMrr+r MIN DISTANCE ✓Jyd/�� .wooc wAME FOR EDGE 3'A" MfN exsrANCE 2x w000 FRAME 3 .wiM w..F 2 �� :4 MAX I I'1"MSN EMRE^MENr _.-_- FRAME SECTION TVD E. V RTICAt5 CTION e � JAMB SECTION(TYP) HORIZONTAL SECTION - sMM Sr4LE. 3 ra4 msTA•r._E BUILDERS VINYL SINGLE HUNG a ""°°°""" Max Frame I DP RATING IMPACT 52 1/8 x 75 1 */-50 NO r+D;i a�.NEVARGN WITH FASTENER�=�('-- Installation Notes: General Notes: 1 Seal flange-frame to suostrate. 1. The product shown herein is designedtested and manufactured to comply with the wird load criteria 2 Use a8 PH or greater fastener though the nail fin with suffldent length to penetrate a minimum of 1 v2' of the adopted International Building Code(IBC).the International Residential Code(IRC).the Florida into the wood Gaming For 2X wood frame substrate(min S G=0 42), Building Codei FBCi and the industry requirement for the stated conditions. 3 Host structure(wood buck,masonry steel(to be designed and anchored to property transfer all bads 2. All glazing shall conform to ASTM E1300. to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. At minimumglazing shall be single strength annealed insulating glass, project of installation. Digitally signed by Hermes F.Norero,P.E. 1_ Use structural or composite shims where required, Reason:I am approving this document 5 Installation methods can be interchanged within the same opening. Date:2013.07.19 12:43:13-04'00' 6. An impact protective system is required where wind bourne debris protection is mandated by local This schedule addresses only the fasteners required to anchor thebuilding code window to achieve the rated design pressure up to the size limitations ``�� Q r 111 JJJ J J' 7 Maximum sizes are buck sizes and do not include fin or flange. noted. It is not Intended as a guide to the installation process and does `% A i� ,;»,, F„,, ,, rATj not address he sealing consideration that may arse in different watt .. 07/15/2013 \4 • DRA e+: u-M r. Pa �1/E � Klamath Falls,OR.97601 pa^traced with the window or go to �:;:N 7 L D.Vezo NTS Phone: (541)882-3451 www ed-wen corn%resources'installation * * _ e+,K-ei t ), antola -V1Tj4T � = AWan,r��r Builders Vinyl Tilt Single Hung DISCLAIMER -- This drawing and its contents are confidential and are not to be ��0 P 4u R 06499 ozF+ ., Nail Fin Installation(52 1/8"x 75") reproduced or copied in whole or m part or used or disclosed to others ii' ``` UU�tS499 except as authorized by JELD-YEN Inc sse sss InErrlFiea w rT RAIME 11MATw �3ki S"Jr:. — -.4FT SJW2013-049-F eb�:�,1rs� �� as4 ' NZN.DRIAFxE THROUGH FRAME INSTALLATION 2 MRYr FMYFDMENi 'r a°�ir 1I/7"MIN ru Mr EMBEDMENT 'll • �'r 1/4'MAX FRAME SECTION(7YP) 3 SHIM SPACE VERTICAL SECTION � ,•o.c — 2 E �.. MIN DI51ANCE ` Tru Mr FOR EDGE 3/4^ JAMB SECTION(TYP) HORIZONTAL SECTION t r v.•wAz SNIM fiACE 2 BUILDERS VINYL SINGLE HUNG EMBEtrENT 3 Max Frame DP RATING IMPACT �— in"r > � 52 1/8 x 75 +/-50 NO ^ 1CA.E_EyATIOI:wIT..F ASTENEDSPACDN6 MTNDiST 3.1 FMFW)'. Installation Notes: General Notes: 1 Sear flange frame to substrate. 1. The product shown herein is designed tested and manufactured to comply with the wind load cntena 2 L'se Rb PH or greater fastener though the frame with sufficient length to penetrate a minimum of 1 1R' of the adopted International Building Code(IBCj.the International Residential Code(IRC i.the Florida into the wn:)1 framing For 2X wood frame substrate(min S G=0 421. Building Codei FBC)and the industry requirement for the staled conditions. 3 Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 2. All glazing shall conform to ASTM E1300. to the structure, The host structure is the responsibility of the architect or engineer of record for the 3. At minimumglazing shall be single strength annealed insulating glass. project of installation. k Use structural or composite shims where required. 5. Installation methods can be interchanged within the same opening 6. An impact prolective system is required where wind bourne debris protections mandated by local This schedule addresses only the fasteners required to anchor the building code window to achieve the rated design pressure up to the size limitations ..1% t t t t I t I rizj�' 7 Maximum sizes are buck sizes and do not include fin or flange. noted. It is not intended as a guide to the installation process and does i Pu<11fi]EnGINEEM: IMrE� A"• �i 3250 Lakeport Blvd not address he seating consideration that may arise in different wall �Q .•' F 07/15/2013 ■T � ro•rditions. Ftx the complete installation procedure,see the instructions + .r :'�,��' SF••'�0 J EL j� Klamath Facts.OR.97Fi01 pa-kagLd with the window or go to N 7$ D Vezo NTS Phone: (541)BA2-3451 www peld-wen comiresoumealmstallation * * )t Kar folio u DISCLAIMER -0 Builders ISCLAIMERBuilders Vinyl Tilt Single Hung 411 This*awing and its contents are confidential and are not to be ".S�QR(OP•'�� Through Frame Installation(52 1/8"x 75") reproduced or copied in whole or in part or used or disclosed to others �i� °6' o ;,, �'� D00$499 except as authorized by JELD-NEN Inc. See 3sao- F oo S)W2013-049 • MASONRY INSTALLATION <d 4u. 4 ] e.` FMiFM4Nt+' MIN OZSrAr..T V � rVAME M) 1.Fb"SIY V Z 0 Eq!Z7:LSECT:ON( SE ON 4ASppv� rmY h.00t JAMB SECTION(TYP) HORIZONTAL SECTION 9 BUILDERS VINYL SINGLE HUNG Max Frame DP RATING IMPACT 521/8x75 -/-50 1 NO _.r.n =Ast-.•,E�vAar,s �roa,vr InstaMatlon Notes: General Notes: 1 Seal Ilange,frame to suostrate 1. The product shown herein is designed tested and manufactured to comply with the wind load criteria 2 Use 3,16-Tapcon or ecurvalent fasteners through frame with sufficient length to penetrate a minimum of the adopted International Building Code(IBC1,the International Residential Code(IRC).the Florida of 1 1 t4'into concrete or masonry at each location with a 2 1l2-min from edge distance. For concrete Building Code(FBC)and the industry requirement for the stated conditions. (min =3000psi)or masonry(CMU shall conform to ASTM C90) 2. All glazing shall conform to ASTfv1 E1300. 3 Host structure(wood buck,masonry.steel)to be designed and anchored to properly transfer all bads 3. At minimum.glazing shall be single strength annealed insulating glass. to the structure. The host structure is the responsibility of the architect or engineer of record for the 4. Use structural or composite shims where required. project of irstallation. 5. Installation methods can be interchanged within the same opening 6 An impact prolective system is required where wind bourne debris protection is mandated by local This schedule addresses only the fasteners required to anchor the building code. window to aaneve the rated design pressure up to the size limitations055ttt t t t r ttzj/� 7 Maximum sizes are buck sizes and do not include fin or flange. noted. It is not intended as a guide to the installation process and does `� ice ,»r cr e x ry rN cne not address he sealing consideration that may arise it d)fferent wall �i� 07/15/2013 3250 Lakeport Blvd 'p �� Klamat kach Falls,OR.97601 t�n•rdmons. For IN complete nsiallaflon procedure,see the mstructans . .r � • O �" NTS Ph A*� scxL. paced with the window or go to D.Vezo e: (541)882-3451 -N 7$' I otF FoH1: TITLE: •www)eld-wen comrresourcestinstallalion. = * _ 1 * = J.Kantola DISCLAIMER. TAT .z • �+eoi, Builders Vinyl Tilt Single Hung 441 This 1•aw+ng and its contents are confidential and are not to be s< P. . Masonry Installation(52 1/8"x 75") reproduced or copied in whole or in part or used or disclosed to others "ice u ,�,;a(y '��` D008499 except as authorized by JELD-NEN Inc. aBs aseSJR"J2013-049-F nAMr NAME AND rrxAnoN: reidr`s rylTSH Re.: 00 STEEL INSTALLATION EW r---r'd' Mtu otsT.urc cas *FRAME .,... to ..�� .. sr«i siw ,r ec rx w �. 1/4"MAX 3 SHIM SPACE MIN DISTANCEFOR EDGE:1/2` ION(TVP) VERTICAL SECTION Min emxo5nenr F of three thrmas 2 r ec post frome ru nwa nr ar JAMB SECTION(TYP) HORIZONTAL SECTION t YRN YA[[ 1a-p,ye..n 5•nl•,•A BUILDER5 VINYL 5INGLE HUNG N OISTAKI Max Frame I DP RATING IMPACT ...a... Wa> ( -�T ,.• 52 1/8 x 75 1 +/-50 NO o:[A..Er-F VA r:Cav wI*�-A STE',Ea�-•:;yG Installation Notes: General Notes: 1 Seal range-frame to supstrale. t. The product shown herein is designed.tested and manufactured to comply with the wind load critena 2 For anchoring into metal framing,use It8 TEK Self Tapping screws with sufficient length to achieve a of the adopted International Building Code(IBC).the International Residential Code(IRC).the Florida minimum embedment of three threads past the frame thickness. Locate anchors as shown in Building Code(FBCI and the industry requirement for the staled Conditions. elevations and installation details. Steel substrate min.18ga.fy=33 ksi. 2. All glazing shall conform to ASTM E1300. 3 Host structure(wood buck,masonry,steel)to be designed and anchored to property transfer all loads 3. At minimum.glazing shall be single strength annealed insulating glass. to the structure. The host structure is the responsibility of the architect or engineer of record for the a. Use structural or composite shims where required. project o`irstallation. 5. Installation methods can be interchanged within the same opening. 6. An impact protective system is required where wind bourne debris protection is mandated by local This schedule addresses only the fasteners required to anchor thebuilding code window to achieve the rated design pressure up to the size limitations ```Nt 1111 J J J J J��, 7. Maximum sizes are buck sizes and do not include fin or flange. noted. It is riot intended as a guide to the installation process and does `� i� Rm,Ea eraaNrra: Dur• •�,.•••+•. i 3250 Lakeport Blvd not address he sealing cons fe a5on that may apse in different waU �� 07/15/2013 conditions For the complete nstallation procedure,seethe instructions ��;' 7 •��O i DRAM BY: srAc �� Klamath Falls,OR.97601 pa traced with the window or go to D.Vezo NTS Phone: (541)882-3451 www#d-wep com;resourceslostallation * * rRtTRD BY nru. 1.Kantola DISCLAIMER = "o •_ T T a = --1D BY Builders Vinyl Tilt Single Hung This drawing and its contents are confidential and are not to be 0 .• ,SC0P' 4�` ��E�o Steel Installation(52 1/8"x 75") reproduced or copied in whole or in part or used or disdosee to others see� 1JUUA� except as authored by JELD-'NEN Inc. SWIFTER -049-F RANT NAME AND InUTIM. ci!�� aEv: oo sNEET A�a BUILDING DROPS 398 E.Dania Beach Blvd. Suite 338 Dania Beach,FL 33004 A Perfect Solution in Every Drop 954.399.8478 PH C -0tcate of Authontation 29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of JELD-WEN, Inc. Builders Vinyl Tilt Single Hung for Florida Product Approval Report No. 3079 Current Florida Building Code Method: 1 —A(Certificate) Category: Windows Sub—Category: Single Hung Product: Builders Vinyl Tilt Single Hung Material: PVC Product Dimensions: 52-1/8"x 75"(O/X) Prepared For: .1FID-NN'EN. Inc. .4737 Lakeport Blvd. Klamath falls, OR 97601 Prepared b%- Ilcrnles U. \orcro,P.E. `ass` ES F O Florida Professional Engineer#73778 Z, QQ . F �� Date:tMog2014 � :�.qGO Content., S F%aluafion Ripon Pages 1 4 0 STAT tY Hermes F.Norero,P.E. Florida No.73778 BUILDING DROPS A Perfect Solution in Every Drop Date: 08/08/2014 Cnrt�hcate of Authorization ?957& Report No: 3079 Manufacturer: JELD-WEN,inc. Product Category: Windows Product Sub-Category: Single Hung Compliance Method: State Product Approval Method(1)(a) Product Name: Builders Vinyl Tilt Single Hung (Non-Impact) 52-1/8"x 75"(O/X) Scope: This is a Product Evaluation Report issued by Hermes F.Norero,P.E.(FL#73778)for JELD-WEN,inc. based on Method la of the State of Florida Product Approval,Department of Business and Professional Regulation-Florida Building Commission. Hermes F.Norero,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 current Florida Building Code. See Installation Instructions SJW2013-049-FBC,signed and sealed by Hermes F.Norero,P.E.(FL# 73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the current 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 current Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SJW2013.049-FBC require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SJW2013-049-FBC for size and design pressure limitations. Hermes F.Norero,P.E. Florida No.73778 Page 2 of 4 BUILDING DROPS A Perfect Solution in Every Drop Date: 08/08/2014 Certificate of Authorization:29578 Report No: 3079 Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a Certification Agency through American Architectural Manufacturers Association(FBC Organization#CER1498). Performance Standards: The product described herein has been tested per: 0 HAMA/WDMA/CSA 101/I.S.2/A440-08 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories NW (FBC Organization#TST9341) Report#:SJW2013-049, Report Date:6/14/2013 2. Certification Agency American Architectural Manufacturers Association (FBC Organization#:CER1498) Hermes F.Norero,P.E. Florida No.73778 Page 3 of 4 BUILDING DROPS A Perfect Solution in Every Drop Date: 08/08/2014 Certificate of Authorization:29578 Report No: 3079 Installation:Approved anchor types and substrates are as follows: Through Frame Installation: A. For wood substrate(Min.S.G.=0.42),use(1)#8 wood screw type anchor per location of sufficient length to achieve minimum embedment of 1.50"into wood substrate. B. For concrete(Min.fc=3000 psi)or masonry substrate(Min.f c=1500 psi)where one by(1X),non-structural,wood bucking is employed,use(1)3/16"diameter ITO Tapcon type concrete screw anchors per location of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. C. For concrete(Min.f'c=3000 psi) or masonry substrate(Min.f'c=1500 psi)where wood bucking is NOT employed,use(1)3/16"diameter 110 Tapoon type concrete screw anchors per location of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. D. For steel substrate,use(1)#8 Tek Screw type steel frame(min.18ga.)anchors per location of sufficient length to achieve minimum three threads of penetration beyond steel structure. Nail Fin Installation: A. For wood substrates(Min.S.G.=0.42)use(1)#8 Wood Screw type installation anchors per location of sufficient length to achieve a minimum embedment of 1.50"into the wood substrate. Refer to Installation Instructions(S1W2013-049-FBC)for anchor spacing and more details ofthe installation requirements. Design Pressure: Design Pressure F-- — Positive 50 PSF Negative 50 PSF Hermes F.Norero,P.E. Florida No.73778 Page 4 of 4 I Florida Building Code Online littps://www.tlorid ibtiilding.org/pr/pr_app_dt1.aspx?param—w... r t BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff qo Product Approval dbpr USER: Public User RECEIVED Product Approval Menu > Product or Application Search > Application List > Application Detai JAN 1 9 2018 FL # FL10970-R7 Application Type Affirmation ST. LuCle County, Pormitting Code Version 2017 Application Status Approved Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Jason Kantola fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management In Validated By National Accreditation & Management In Referenced Standard and Year (of Standard) Standard TAS 202 1 of 3 01/19/2018 11:51 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=w... Equivalence of Product Standards Certified By I affirm that there are no changes it Code which affect my product(s) and my compliance with the new Florida Buildinc Documentation from approved Evaluation or Validation Entity Yes No N/A Product Approval Method Method 1 Option A Date Submitted 07/10/2017 Date Validated 07/10/2017 Date Pending FBC Approval Date Approved 07/15/2017 Summary of Products FL # Model, Number or Name Description 10970.1 Builders Atlantic Aluminum Side Load Single Hung (4100) 52.1: (1/8 in - 1/8 out Annealed) or Singl Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL10970 R7 C CAC NI011624-R1 Approved for use outside HVHZ: Yes Quality Assurance Contract Expi Impact Resistant: No 01/31/2026 Design Pressure: +50/-50 Installation Instructions Other: FL10970 R7 II DP- 50 52.125x72 Installation Instruct Verified By: Hermes F. Norero, P.E. Created by Independent Third Part Evaluation Reports FL10970 R7 AE PER3032.Ddf Created by Independent Third Part Back Next Contact Us :: 2601 Blair Stone Road.Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer.Cooyriaht 2007-2013 State of Florida. :: Privacy Statement :: Accessibility S Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a put electronic mail to this entity.Instead,contact the office by phone or by traditional mail. If you have any questions,please co Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the E they have one.The emails provided may be used for official communication with the licensee.However email addresses are f supply a personal address,please provide the Department with an email address which can be made available to the public. under Chapter 455,F.S., please click here. Product Approval Accepts: � � uuIC 2 of 3 01/19/2018 11:51 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=w... i Credit Card Safe 3 of3 01/19/2018 11:51 AM NOTICE OF PRODUCT CERTIFICATION CEO CERFIF,r�T Ib CERTIFICATION NO: N1011624-RI DATE: 08/08/2013 A �� CERTIFICATION PROGRAM: Structural COMPANY: JELD-WEN c ,,,,,.-' CODE: 1822-1 � ED cac� REVISION DATE: 06/10/2017 To cetifc that the"Not ice of Product Certification"is valid,please visit www.NAMI(ertitiratiun.com(o assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria hasbectisatisficd.ANAMlapproved certification labemust beapplicdtothe product toclaim certification status. Please review and advise NAM[if any corrections are required to this document. CONIP:AN) NAME ANI)ADDRESS PRODUCT DESCRIPTION JELD-NN FN "Builders Aluminum Single Hung 3737 Lakeport Boulevard Window(4100)" Klamath Falls,OR 97601 w/Flange& Slip-On Nail Fin Configuration:O X Glazing:Monolithic(3i 16"Annealed Glass)or Insulating Glass(Annealed Glass) Fmmc: W-1324mm(52.13") II-I829mm(71") S;nh: W-1276nmt(5ttIi-92lmm0,(,.'�") SPECIFICATION PRODt UT RATING TAS 202-94 Design Pressure:2394 Pa(50 psf) Negative Design Pressure:2394 Pa(511 pst) %%atcr Penetration Reshtancc-1 est Preswre:359 Poi i- Product Tested By: National Certified I c,,ling Laboratories Report No: NCTL-210-3656-1 Expiralion Date: January 31,2026 Administrator's Signature,: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington 'Memorial Highway Hayes,VA 23072 Tel:(804)684-5124 Fax: (804)684-5122 MASONRY A" MAX. (NCTL 210-3656-1A; FROM • 14 3/8' CORNERS O.C. MAX. I 1 I NRa _ EMKDENT 12 /4•MAX 1 1/A• MIN. EMBEDMENT I 1/4' i o.c. sH1M 3 sNtM — MAX. � SPACE ( I,r � SPACE EuVIP Q2 olzT i y X 1 _ my coRNING r 11"SIUCOIE 1r GLAZING DETAIL V TYPICAL VERTICAL t� FRAME SECTION NOTES Caulk bet Wt and apeNnop._ mV CdMING au >tia It"SILICONE Imm TYPICAL HORIZONTAL FRAME SECTION NOTE,Caulk beteeen Wt and op•nrg. t GLAZING mTAIL s s4- SPACE MAX Max �raFrameDP IMPA( I_--WINNOW WIDTH (saJ(,' MAX.)—1 [52Ya' x 72' 1+50/-50 N❑ TYPICAL ELEVATION WITH FASTENERS 4 A ° . Generai Notes. • The product shown herein is designed, tested and manufactured to Installation Notes: comply w;th the wind load criteria of the adopted International Building 1 Seal flange,,window to substrate Code UBC) the International Residential Code(IRC).the Florida Building 2 Use 3/,c"Tapcon fasteners through trame with sufficient length to Code including the"High Velocity Hurricane Zone"(HVHZ)and the penetrate a minimum of 1 1/4'into the concrete(Min fc = 3000 psi ind.istry standard requirements for the stated conditions or masonry(Conforms to ASTM C90). • All glazing shall conform to ASTM E 1300 3 Host structure(wood buck, stud framing and opening)to be design( • Minimum nominal glazing:Y/e'monolith c or 1!8' insulated and anchored to properly transfer all loads to the structure. The hot • Installation methods may be interchanged within the same opening structure is the responsibility of the architect or engineer of record fe • An impact protective system is required where wind borne debris the project of installation protection,s required by local building code. E 11111 4 Fasteners are not required trough the s11 • MaxirTwm saes are buck!net sizes and do not include firio! 1 U 5'I-1i� This schedule addresses only the fasteners required to anchor the product to \ – — h $r: y p \ /{gniE�T FN,INFFP. [;ATF achieve the rated design pressure and impact performance(where applicable)up `\�Q F 02/24/2010 T�� T 3737 Lakeport too �• Wti Be KALE, J j r Klamath Falls,OR to the size limitations noted. It is not intended as a guide to the installation Z ;•�,� S '•. O Tetzlaff NTS (sal)882 process and does not address the sealing consideration that may apse in different: N 7$ RFD R: TITLE wsi conditions For the complete installation procedure, see the instruction= -_ packaged with the window or go to www.ield-wen.comiresources/installation. _ -0 TAT 4� n awlntn N: Builder's Aluminum(4100)Single Hung O ',.F� ,,��Op;; aT;varoE«i� Masonry Installation(52.125"x 72.00") This drawing and its contents are confidential and are not to be reproduced or �'TTr ,.• N coped in whole or in pan or used or disclosed to others except as authorized by ��I��/ �� fA' a Nn ni , JELD-WEN Inc. i w-.N: - 5-� ., Venice Window Divper 01 $EE Pllu ' _— — WOOD FRAME o>s m yr 41, MAX. 2 y (NCTL 210-3656-1A; • is 3/6' CORNERS 0�C. MAX. 1 t/2• NIN --e-- >— _ O-- HEdENT 1/4' MAX / IZ SHIM 1 ( 1/2' MIN. EMI IMffNT-{— SPACE O.C..C. `v�•MAX MAX SHIN �� SPACE NM[Illi MT Lr i tar� DOV CORNNG 2 h t 1199 SILICONE GLAZING DETAIL TYPICAL VERTICAL 3 FRAME SECTION i NOTE,Caulk b•tN ,#t And operrq. 8 _ DOW COINING 1199 SILICON 1 TYPICAL HORIZONTAL l ( FRAME SECTIDN _ NOTE-Caulk b•t—unit And ap.,*V. LLA GLAZING DETAIL .._ ^ SHIM MAX SIJ �SP`E Max Frame DP IMPA( ��-'—WINDOW WIOTH (Sa' "X.)—1 jam— S2 8r x 72' 1 +50/-50 N❑ TYPICAL ELEVATION WITH FASTENERS 4 Genera'Notes • The product shown herein is designed, tested and manufactured to Installation Notes comply with the wind load criteria of the adopted International Building 1 Seal flange/window to substrate. Code IIBC).the International Residential Code(IRC).the Florida Building 2 Use#10 PFH or greater fasteners through frame with sufficient leng Code including the 'High Velocity Hurricane Zone'(HVHZ)and the to penetrate a minimum of 1 112'into the wood framing(Min. S.G ind lstry standard requirements for the stated conditions 0.55). • All glazing shall conform to ASTM E 1300. 3. Host structure(wood buck, stud framing and opening)to be designe • Minimum nominal glazing % 'monolithic or 1/8' insulated and anchored to properly transfer all loads to the structure. The hoE • I^stallation methods may be interchanged within the same opening. structure is the responsibility of the architect or engineer of record fc • An irnpact protective system is required where wind borne debris the project of installation 4 Fasteners are not required in the sill protection is required by local building code. , ��/ • Maximum sizes are buck/net sizes and do not include f18V". F g 5. Tni< schedule addresses only the fasteners required to ar>chor the product to Ai, ,*� PROJF•-T FNC,INFFR: DATE a.-h eve the rated design pressure and impact performance(where applicable)up �I ��,• (� 02/24/2010 3737 Lakeport Bo to i,e size limitations noted. It is not intended as a guide to the installation ;• •1. 0 WN BY SCALE: JELDIVEN Klamath Falls,OR pro,\ess and does not address the sealing consideration that may arise in differe7 Tetzlaff NTS (541)882 nt: cKED Br TITLE via ;ondaons. For the complete installation procedure, see the mstructionz # . packager with•he window or go to www.field-wen.comiresources,'installabon. rk 70awy,75 n.: Builder's Aluminum(4100)Single Hung V /� x,{/. tp, '•� ` Wood Frame Installation(52.125"x 72.00") •Tf: ©}�• TIFROIECT This drawing and its contents are confidential and are not to be reproduced or � �` ti, .•.` �� copied in whole or in part or used or discbsed to others except as authorized by �NAt �� IDENTIFIER V, WW'IIANE AND LO(ATI NI. CAD DWG.No REV SMEE JELO-WEN.Inc ��t ��,,._ rtv44ow Venice Window Division BA4+�NCnzto3e5� O1 2 NAIL FIN Flux. (NCTL 210-3656-1A; u.s/e' coawEttS o.C. MAX. I a� 3 `v�•wax / .C. t TNM SPACE � yr OOV COWNri < —'rr— 1399 SILICONE I r1AZING DETAIL TYPICAL VERTICAL FRAME SECTION i NOTE,Caulk bet• urxt and op•nkrp. OOV CORtm1O 11 — 99 TLLIcow 2 5 //� / v I i TYPICAL H❑RIZ❑NTAL it FRAME SECTION GLAZING DETAIL NOTE-Caulk bet—unit and aii. 1/x•MAX SHIM �_ _--- rSPACE Max Frame DP IMPA( ---wiNoow vnoTN (SaX• cox.) I —� 52Ys' x 72' 1+50/-50 1 N❑ TYP;(.AL ELEVATION WITH FASTENERS a i Genera Notes: Installation Notes • rile product shown herein is designed,tested and manufactured to 1 Seal nail fin to substrate comply with the wind load criteria of the adopted International Building 2 Use#8 PH or greater fasteners through nail fin with sufficient length Code OBC)L the International Residential Code(IRC).the Florida Budding penetrate a minimum of 1Y, into the wood framing(Min. S G. 0.5`, Code including the 'High Velocity Hurricane Zone`(HVHZ)and the 3L Host structure(wood buck,stud framing and opening)to be designe industry standard requirements for the stated conditions and anchored to properly transfer all loads to the structure The hos • All glazing shall conform to ASTM E 1300 structure is the responsibility of the architect or engineer of record fo • Maramurn nominal glazing %f°monolithic or 1?8"insulated project of installation. • Installation methods may be interchanged within the same opening 4 We recommend using Tegratite" installation • An impact protective system is required where wind borne debris (http ilwww jeld-wen commewinstallationtechnology,)for weatherprc protection is required by local budding codeL 1 f t t lel 5. Window includes a slip on aluminum 6063-T5 nail fin(typ. wall thick • Maxin Ium sizes are buck!net sizes and do not include fir t;+s� g �,,�i .050"). Nail Fin extends approximately 1 258"away from frame Tms schedule addresses only the fasteners required to anchor the product to 103ECr EWINFEk: r+. achieve the rated design pressure and impact performance(where applicable)up �� F 0212,41201 0 �T j�'�T 3737 Lakeport akth all rtOB In the size limitations noted. It is not intended as a guide to the installation .��`• :�0 Tetzlaff NTS j�,J tel\ (541)882 pro-ess and does not address the sealing consideration that may arise in different: ;, N 78/ ; ---- wal' conditions For the complete installation procedure. see the instructioniz * 7 packaged with thewindow orgotowww.jeld-wen.comiresourceslinstallation. -0 TA nw. .c::i:- - Builder's Aluminum(4100)Single Hung Tn drawing and its contents are confidential and are not to be reproduced or �` �,,;; �'�•� AT,vamECTN Nail Fin Installation(52.125"x 72.00") copied in JELO WENnole or in part or used or disclosed to others except as authorized byN�L EC�,`�� IMV4aO99 Ven re UJindI'llowJDivision BAai� rC't_.-j- A OZ 5 EE -- 3 — STEEL STUD 4- MAX. ppe� NIN (NCTL 210-3656-1A. rROM STEr,trUC MAX. CORNERS O.C. MA .os•n Vr ... a rK.ea MIN r�.won 3 Thread MIN. -- 1U` \ s:ted Through Stud—+— 7. `S SvrE 18 ga. MIN. / EELSTUD �—SPACE MAX.tux. — i I —I ups+saicac riAxac nrrAa "\ TYPICAL VERTICAL j FRAME SECTION = NOTES C-Ak b•t•••n V —It end 0P•10nPNp[ort 3 = III Ile 1199 SI1ICP4 g � I 1 r TYPICAL HORIZONTAL z GLAa,(-,IrTA/I FRAME SECTION NOTE,C.,Ak bt•••n urit.r P-AI g. t/1'NU( -- j-SHIN:PACE Max Frame I_ DP I IMPA( (�---WINDOW WIDTH (5231' MA%.)___� 4 I 52 • x 72• +50/-50 1 NO TYPICAL ELEVATION WITH FASTENERS 3 �u"�`Sr• 3enerai Notes • The product shown herein is designed, tested and manufactured to Installation Notes comply with the wind load criteria of the adopted International Building 1. Seal flange/window to substrate. Code(IBC) the International Residential Code(IRC).the Florida Budding 2. Use #10 PFH sheet metal screws or greater through frame with Code Including the High Velocity Hurricane Zone'(HVHZ)and the sufficient length to penetrate a minimum of three(3)threads beyonc Ind,istry standard requirements for the stated conditions metal substrate(Min 18 Ga.. Fy– 33 kso • An glazing shall conform to ASTM E 1300. 3 Host structure(wood buck, stud framing and opening)to be des,gnf • Minimum nominal gazing Yc, monolithic or 1/8' insulated and anchored to properly transfer all loads to the structure. The hoe • Installation methods may be interchanged within the same opening. structure is the responsibility of the architect or engineer of record fc • An impact protective system is required where wind borne debris the project of installation protection is required by local building code. , litlrl 4 Fasteners are not required in the sill • Maximum sizes are buck,/net sizes and do not Include firl � g .1, Tnr> schedule addresses only the fasteners required to anchor the product toF T vNawrra DATE: asf.eve the rated design pressure and impact performance(where applicable)up �� ,• <� 02/24/2010 �ELi7 1 i.:�N lam Lakeport R •. � ,,,, ,., SIMI Klamath Falls,OR P, rhe size limitations noted. It is not intended as a guide to the installation O Tetzlaff NTS (541)882 process and does not address the sealing consideration that may arise in different: 7 C wa conditions. For the complete installation procedure, see the mstructionZ # -_ packaged with the window or go to www.field-wen.com(resourceshnstallation. = 0 Tf(TQ AXEMED A. Builder's Aluminum(4100)Single Hung O -'� Steel Stud Installation(52.125"x 72.00") Th, drawing and its contents are confidential and are not to be reproduced or �` c r e,fsnctL t�� -- TrvNaEln NC: a;t,cd in whole or in part or used or disclosed to others except as authorized by JELD-WEN.Inc �S iMY44iEa w. N K ora cAD rnvc Nc. a=v SHrrr :I,t,!7ti '. �:,;H rfvaao9<J Genlce window Division I1nat�Ncn2taxtsrr Ol 4 -10 "n D STEEL STUD NAIL FII (NCTL 210-3858-1A; O4' MAX. 3 TNnee• Is 3/e' � _ FROM Mn.1hA O.C. MAX. I ' (`Sl Stas \ 3 Thread MIN. \ Through Stud--i-'— / `-!/A•MAX r O.C. STEEL STUD SPACE VAX MAX. \ J I o-- v CORNING —v. DO1199 SILICONE GLAZING.DETAIL TYPICAL VERTICAL 2� FRAME SECTION \ ---- NOTES Caulk"t.— K Y vJt ano op.w�Q. AQ ep. RRA Rdt uC = R,r._ _ DOV CORNING __ 1199 SIL[CAE Zartrt t t TYPICAL H❑RIZ❑NTAL GLAZING DETAIL FRAME SECTI❑N lit•MX NOTE,Caulk b•t• unit and opeNnp. SHIM — SPACE Max Frame DP IMPA( ` WINDOW WIDTH (52111- MAX.)—1 52Ye' x 7211 +50/-50 1 NO 4 TYPICAL ELEVA-I❑N 'w'ITH FASTENERS ``119TI1LM11% General Notes insialtaVon tyaTes • The product shown herein Is designed. tested and manufactured to 1. Seal nail fin to substrate comply with the wind load criteria of the adopted International Building 2 Use#10 sheet metal screw or greater fasteners through the frame Code(IBC).the International Residential Code(IRC).the Florida Budding sufficient length to penetrate a minimum of three(3)threads beyonc Code Including the"High Velocity Hurricane Zone'(HVHZ)and the metal substrate(Min. 18 Ga.. Fy = 33 ksi). Ird:,stry standard requirements for the stated conditions 3 Host structure(wood buck. stud framing and opening)to be design • Ail glazing shall conform to ASTM E 1300. and anchored to properly transfer all loads to the structure. The hos • Minimum nominal glazing:3/.f„monolithic or 1IS'insulated structure is the responsibility of the architect or engineer of record to • Installation methods may be Interchanged within the same opening protect of Installation. • An impact protective system is required where wind borne debris 4 Fasteners are not required though the sill protections required by local building code. 5 Window includes a slip on aluminum 6063-T5 nail fin(typ.wall thick • Maxirrlum sizes are buck/net sizes and do not include firlr41 t t 111YI.. 050"). Nail Fin extends approximately 1 258"away from frame. Thin schedule addresses only the fasteners required to anchor the product toU 1,, .=:;,FCT ENGINEER: NTE: 3737 Lakeport 8a aehieve the rated design oressure and impact performance(where applicable)up •••'' •• FO 02/25/2010 Pills,OR 1p the size limitations noted. It is not intended as a guide to the installation \ -•• `� •' TRilaff SCALE NTS JM�1,�T1)882 pro.-.ess and does not address the sealing consideration that may apse in differenC N 77$ RED RY TITLE wa conditions, For the complete installation procedure, see the mstructionZ packaged with the window or go to www.jeld-wen.comlresources;installation. O TtIT ARq NED BY: Builder's Muminurn(4100)Single Hung �O •'r �Ft':' k, ` Steel Stud with Nail Fin Installation(52.125"x 72.00") Tnc, dna»Ino and its contents are confidential and are not to be reproduced or . Tr°0.°'K'"°' copu:d in whole or in part or used or disclosed to others except as authorized by ` , G IDENTIFIER No PLANT NAME AN U LOCATION. CAD DWG LaNo: REv: SHEET JELO-wEfv.Inc ' " 1i� MY44M Venice Window Division BA41r10_NCTt2l",5Cs 01 5 + k C' iii RllA ti/ti BUILDING DROPS 398 East Dania Beach Blvd. Suite 338 Dania Beach,FL 33004 A Perfect Solution in Every Drop 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@ buildingdrops.com Product Evaluation Report Of JELD-WEN, inc. Builder's Aluminum Single Hung Window (4100 Mechanically Fastened) for Florida Product Approval Report No. 3032 Current Florida Building Code Method: 1 —A(Certification) Category: Windows Sub—Category: Single Hung Product: Builder's Aluminum Single Hung Window (4100.Mechanically Fastened) Material: Aluminum 6063-T6 Product Dimensions: 52.125"x 72" Prepared For: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls. OR.97601 Prepared by: ��SES F. O llermes F. Norero. P.E. Florida Professional Engineer#73778 7l Date:07/33/2014 Contents: Evaluation Report Pages 1 4 T T Installatitm Details Pages 6 0 Oma •. G Hermes F.Norero,P.E. Florida No.73778 /c/o\\\ BUILDING DROPS /2014 A Perfect Solution in Every Drop Date: 07/23032 Certificate of Authorization.29578 Report No: 3032 Manufacturer: JELD-WEN,inc. Product Category: Windows Product Sub-Category: Single Hung Compliance Method: State Product Approval Method(1)(a) Product Name: Builder's Aluminum Single Hung Window(4100 Mechanically Fastened) (Non-Impact) 52.125"x 72" Scope: This is a Product Evaluation Report issued by Hermes F.Norero,P.E.(FL#73778)for Jeld-Wen Inc. based on Method la of the State of Florida Product Approval,Department of Business and Professional Regulation -Florida Building Commission. Hermes F.Norero,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 current Florida Building Code. See Installation Instructions BA4100_NCTL_210-3656-1,signed and sealed by Hermes F.Norero, P.E. (FL q 73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, including 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 current Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing BA4100_NCTL_210-3656-1 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions BA4100_NCTL_210-3656-1 for size and design pressure limitations. Hermes F.Norero,P.E. Florida No.73778 Page 2 of 6 BUILDING DROPS A Perfect Solution in Every Drop Date: 07/23 /2014 Certificate of Authorization:29578 Report NO: 3003232 Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation and Management Institute(FBC Organization#:QUA1789) Performance Standards: The product described herein has been tested per: 0 TAS 202-94 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratory, Inc. (FBC Organization#TST1589) Report#: NCTL-210-3656-1, Report Date:2/24/2010 2. Quality Assurance National Accreditation and Management Institute (FBC Organization#:QUA1789) Hermes F.Norero,P.E. Florida No.73778 Page 3 of 6 BUILDING DROPS Date: 07/23/2014 A Perfect Solution in Every Drop Certificate of Authorization:29578 Report NO: 3003232 Installation: 1. Approved anchor types and substrates are as follows: Nailing Fin Installation: A. For two by(2X)wood frame substrate(Min.S.G.=0.55),use#8 Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment of 1.50"into wood framing. Through Frame Installation: A. For two by(2X)wood frame substrate(Min.S.G.=0.55),use#10 Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment of 1.50"into wood framing. B. For concrete(Min.f'c=3000 psi)or masonry(Conforms to ASTM C90)substrate where one by(1X),non-structural,wood bucking is employed,use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. C. For concrete(Min.Fc=3000 psi)or masonry(Conforms to ASTM C90)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 1.25"into concrete or masonry. D. For steel substrate(Min 18 Ga.,Fy=33 ksi),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_NCTL_210-3656-1)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Rating Positive 50 Negative 50 Hermes F.Norero,P.E. Florida No.73778 Page 4 of 6 BUILDING DROPS Date: 07/23/2014 A Perfect Solution in Every Drop Report No: 3032 Certificate of Authorization:29578 Installation Method JELD-WEN, inc. Builder's Aluminum Single Hung Window (4100 Mechanically Fastened) (Through Frame Installation) 4tz., MAX. FROM • ,.. ,,,,,,..r. . CORNERS f 0.C. MAX. 1 -� --- --- WINDOW WIDTH (52,8" MAX,) Hermes F.Norero,P.E. Florida No. 73778 Page 5 of 6 BUILDING DROPS Date: 07/23/2014 A Perfect Solution in Every Drop Certificate of Authorization:29578 Report No: 3003232 Installation Method JELD-WEN, inc. Builder's :Aluminum Single Hung Window (4100 Mechanically Fastened) (Nail Fin Installation) 4'z•• MAX. FROM CORNERS MAx. 13" 0.C. MAX. t Hermes F.Norero,P.E. Florida No.73778 Page 6 of 6