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Home My WebLink AboutProduct Approval Florida Building Code Online Page 1 of 3 kXardcemrn I' a zF._ v3 ST7 !y ,-s- �§f d#,� ,T i£ r r `•c'Y (}� a�z_�.�y �),).} r yw,� z � � ��§� ,�'X �`" r <. )j€+" eta "°` ;'f F,�a.�a�wsse�:�xz.��.`�;"��.,. i,j74`n•_ ;i BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links ' Search Business",,,` Professional USER:PubuApproval _njuct A�pro_�al.f ten:>Product o_ppiicati;n eard�>.H_^li^at or.Lict>Application Detail ? FL# FL14189 R �......,...... F ,:.::> Application Type Ir on Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Pella Corporation Address/Phone/Email 102 Main St. Pella,IA 50219 (641)621-6096 pellaproductapproval@pella.com Authorized Signature Joe Hayden Sandi Robinson pellaproductapproval @pel la.com Technical Representative Joseph Hayden Address/Phone/Email 102 Main Street Pella,IA 50219 (641)621-6096 jahayden@pella.com Quality Assurance Representative Pat Bortscheller Address/Phone/Email 102 Main Street Pella,IA 50219 (641)621-1000 PJBortscheller@pella.com Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturers Association Validated By Terrence E. Lunn,PE Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-09 2009 Equivalence of Product Standards Certified By I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes ''No N/A http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsKhgANvDgZ... 10/11/2015 Florida Building Code Online Page 2 of 3 Product Approval Method Method I Option A Date Submitted 01/29/2015 Date Validated 01/29/2015 Date Pending FBC Approval Date Approved 02/03/2015 Summary of Products FL# Model,Number or Name Description 14189.1 350 SERIES 1 HURRICANESHIELD VINYL SLIDING DOOR-OXXO(146"X 1 1 95.5") Limits of Use I Certification Agency Certificate Approved for use in HVHZ:No LLJA-j.F-U.-R-1-Ci- Approved for use outside HVHZ:Yes j Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/17/2018 Design Pressure:+50/-50 Installation Instructions Other,Glass&glazing shall be as specified in the attached FL'4189 R3 11 Drawing 1721.rd IG or non-IG glazing detail.These doors are impact rated to FLIe4I89 R3 11 Glazing=Details Cor FL!4189„ff Wind Zone 4 Missile Level D. Verified By: Warren W.Schaefer, P.E.44135 Created by Independent Third Party:Yes Evaluation Reports FLI-41S R3 jf Created by Independent Third Party: Yes 14189.2 350 SERIES HURRICANESHIELD VINYL SLIDING DOOR-OXO(146"X 195.5") Limits of Use Certification Agency Certificate Approved for use in HVHZ; No FL1418< ,) P3 C CAr. 411-H-112Q.10.0c! Approved for use outside HVHZ:Yes I Quality Assurance Contract Expiration Date Impact Resistant:Yes 1 08/17/2018 Design Pressure: +50/-50 i Installation Instructions Other:Glass&glazing shall be as specified in the attached FL14189 R3 11 Drawing 1721.2d IG or non-IG glazing detail.These doors are impact rated to Wind Zone 4 Missile Level D. i Verified By:Warren W.Schaefer P.E.44135 I Created by Independent Third Party:Yes 'Evaluation Reports .1�L189 R3 AE Created by Independent Third Party: Yes 14189. 7- 350 SERIES HURRICANESHIELD VINYL SLIDING DOOR-OX XO(95.5" X 95.S-) Limits of Use Certification Agency Certificate Approved for use in HVHZ:No F114189 R3 C CAC 4.11-.1-1-1120.110-iith WDMA Letter.od Approved foruszAm=%yieHVHZ:Yes Quality Assurance Contract Expiration Date Impact Res.ls . , 08/17/2018 Design Pres re: +50/-50 Installation instructions Other:Glass 11 be as specified in the attached i FL14189 R3 11 Drawyng-1221.Pdf IG or non-IG glazing detail.These doors are impact rated to FL14189 R3 11 Glazinc.Details f7r FL-14189-Dd Wind Zone 4 Missile Level D. E Verified By:Warren W. Schaefer,P.E.44135 Created by Independent Third Party: Yes Evaluation Reports FL14189 R3 AE Drawino,11 721.pd Created by Independent Third Party:Yes 14189.4 3S0 SERIES HURRICANESHIELD VINYL TRANSOM/SIDELIGHT-0 (50.75"X 95.5") Limits of Use Certification Agency Certificate Approved for use in HVHZ-No LL:l-LI-8-2-P---i—C--CAC-i:LL--!i:.!-LL20.—'-O-uj-.,t"—',LC-IM,7�—.Lettenpdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/17/2018 Design Pressure:+50/-50 Installation Instructions Other:Glass&glazing shall be as specified in the attached FL14189 R3 II Drawing 1721-od IG or non-IG glazing detail.These doors are impact rated to FLI .18 DetqL'q ft E RIJ I jgJLpdf Wind Zone 4 Missile Level D. Verified By: Warren W.Schaefer,P.E.44135 Created by Independent Third Party:Yes Evaluation Reports DLa ing i*711 Created by Independent Third Party: Yes 14189.5 --1350 SERIES HURRICANESHIELD VINYL SLIDING DOOR-OXXO(146-X 83.5") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14189 R3 C CAC 411-H-1I20.14ivitliWOIIALatter.oct http://www.floridabuilding.org/pr/pi_app—dtl.aspx?param=wGEVXQwtDqsKhgANvDgZ... 10/11/2015 D—Dt: C"EC[m Bv: GENERAL NOTES exU. 1. ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE.DRAWINGS, SPECIFIED ANCHOR vEor: wee EMBED TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. 2. OPENINGS.BUCKING&BUCKING FASTENERS MUST BE PROPERLY DESIGNED&INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. a 3. THESE LARGE MISSILE IMPACT RATED DOOR SYSTEM INSTALLATIONS ARE IN ACCORDANCE 95 1/2" MAX. FRAME WIDTH WITH AND MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). 4. ALL ANCHORS SECURING DOOR FRAME TO PRESSURE TREATED BUCKS OR WOOD FRAMING 2 1/2" SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD. EQUAL EQUAL EQUAL EQUAL 5. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH 6" MAX. SPACING SPACING SPACING SPACING 6" MAX. OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE OZ _ CHAPTER 20. SIMILAR 6. TO THE BEST OF OUR KNOWLEDGE, THE DOORS SHOWN HEREIN ARE CERTIFIED&QUALITY A7 Al ASSURED BY A FLORIDA STATE APPROVED CERTIFICATION/QA ENTITY&SHALL BE LABELED IN 5 5 C ACCORDANCE WITH THE FOC AND THE 9N-3 FLORIDA BUILDING COlAMISSION SPECIFICATIONS. DOOR ASSEMBLY IS NOT PART OF THIS DRAWING AND SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S QUALITY ASSURANCE SPECIFICATIONS&TESTING REPORTS. 6" MAX. 7. CERTIFICATION OF THESE DOOR INSTALLATIONS SHALL BE CONSIDERED VOID IF ANY OF THE FOLLOWING APPLY: I)THEY ARE INSTALLED WITHOUT A BUILDING PERMIT FROM THE APPLICABLE j LOCAL BUILDING DEPARTMENT. 2)IF THEY ARE INSTALLED BY ANYONE OTHER THAN A LICENSED CONTRACTOR EXPERIENCED WITH DOOR INSTALLATIONS. 3)IF CHANGES HAVE 1 2 OPPOSITE OCCURED TO THE PRODUCT'S CERTIFICATION ENTITY'S CERTIFICATE THAT CAUSE THESE I- B7 REINFORCEMENT B1 INSTALLATIONS TO BE INCORRECT OR INCONSISTENT WITH WR47 HAS BEEN TESTED. i,'j 6 0 CLIP 6 B. THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR IN THE PRODUCTS NO SIMILAR O CERTIFICATION SHALL CONTROL FOR THE INSTALLED DOOR. 9.THESE DRAWINGS CERTIFY THE DOOR INSTALLATION ONLY. WATER PROOFING OF THE _(/> O O INSTALLED DOORS IS NOT PART OF THIS INSTALLATION CERTIFICATION. THAT RESPONSIBILITY CD= /\ z SHALL BE THAT OF X THE MANUFACTURER&/OR INSTALLER, w �- 0 En O 1- WNO FRAME SCREWS WHERE MAX.10?C. 5 w- 0 SEE SECTIONS Al & A2 �m SHOWN. SEE "FRAME z o Z<- FOR INSTALLATION OF ANCHOR REQUIREMENTS �w TABLE" ON THIS SHEET o v <g REINFORCEMENT CLIPS. FOR REQUIREMENTS. rn g oW �!n Lal .-0-`° CLIPS ARE TO BEa a POSITIONED 5" TO 8" OFF W CENTERLINE OF MEETING 1 2 3 4 AND INTERLOCK STILES. REINFORCEMENT REINFORCEMEM z a CLIP CUP jd 111 IQ > 6" MAX. =)U) INSTALLATION EVALUATION IS BASED ON APPLICABLE ANCHOR STANDARDS AND/OR a Q I d p W 0 m INFORMATION&RESULTS FROM APPLICABLE TEST REPORTS. THE FLORIDA BUILDING CODE VERSION CON51DERED WITH THE EVALUATION WAS THAT IN FORCE AT THE TIME SET SILL IN A BED OF EXTERIOR ELEVATION; z w 4 p OF THE EVALUATION. IN THE EVENT OF CODE VERSION CIW �NGES/UPDATES OR IN SEALANT PER SEC o THE EVENT THAT NEW OR ADDITIONAL TESTING IS COMPLETED ON THE REFERENCED 2 PANEL DOOR wF o PRODUCT,PRIOR TO STATING CODE COMPLIANCE WITH THE STATE,THE MANUFACTURER Al/5 & A2/5 i2 w¢�`? SHALL CONFIRM WITH THE INSTALLATION EVALUATION ENGINEER OF RECORD THAT THE (SINGLE ANCHOR ROW CONDITION) INSTALLATIONS SPECIFIED HERE-IN ARE CURRENT WITH THE THEN CURRENT TESTING. ("OX" CONDITION SHOWN, "XO" CONDITION ALSO APPLIES) O� uj&go? CODE AND APPLICABLE STANDARDS. L. SCALE: 1/2" = l'-0" M �J mi Li FRAME ANCHOR REQUIREMENTS TABLE ALLOWABLE DESIGE �InZ$mo FRAME & REINFORCEMENT CLIP SCREWS (ALL CONDITIONS) z 3�"a OPENING TYPE MIN IMUM MINIMUM MAX. FRAME ALLOWABLE PRESSURE 0 3 qy (SUBSTRATE) (2)FRAME TO OPENING FASTENER TYPE EMBED EDGE DIST. HEIGHT (IN.) POSITIVE NEGATIVE w a MIN. 2X6 WOOD FRAME OR BUCK 50 PSF vJ. + o ^wA (MIN. GR. 3 & G=0.55) NO. 10 SMS OR WOOD SCREW 1 1/4" 3/4" �y' �•. ou MIN. 18 GA. 33 KSI METAL STUD NO 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" 83 1 2" 65 75 LAIN. 1/8" THK A36 STEEL NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" ''' '" 4 `t a' ^0 ,�•' t1' F ry MI GR. 5 SELF TAP DRILL SC 1 2' \ v za IN. C-90 CMU OR 2500 PSI CONCRETE (1)1/4" CONCRETE SCREW FOR FRAME 1 1/4" 2" SCREWS; 3/16" CONCRETE SCREW FOR REINFORCEMENT CLIP SCREWS UHAriINC N0. REV. (1)CONCRETE SC L 0 CRETE-FLEX, ITW RAMSET/RED ,.`•`�• 72 HEAD TAPCONS OR HILTI KWIK-CON II (HARDENED STEEL OR S.S.). A1t;1 SHEET NO. (2)ALL FRAME SCREWS SHALL BE EITHER PAN HEAD OR HEX HEAD SCREWS. 1 °F 6 DRAWN BY: CIICCkEO BY: REINFORCEMENT CLIP SCREWS PER SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS 2 1/2 "FRAME ANCHOR TABLE" (4 PER CLIP) SUBSTRATE BY OTHERS PER "FRAME MIN. REQUIREMENTS TABLE" ANCHOR REQUIREMENTS TABLE" FRAME SCREWS PER ELEVATION A FRAME SCREW —�— PER ELEVATION 1/4" MAX. SHIM 1/4" MAX. SHIM ift<4fl �AT EACH ANCHOR a F AT EACH ANCHOR 0 SEALANT BYJ nT`"'�I �� M SEALANT BY � o OTHERS QOU otJ OTHERS pot J o 6 D 0 a O d 4 0 1 SEAL SPACE SEAL SPACE REINFORCEMENT 1 WITH LOW WITH LOW CLIP EXPANSION EXPANSION 0 O REINFORCEMENT FOAM AROUND FOAM AROUND O (::D-/ CLIP PERIMETER OF PERIMETER OF 0 z REINFORCEMENT 2 DOOR FRAME DOOR FRAME V) o w0'o CLIP REINFORCEMENT [L+ woO CLIP O O 0 CL I_N \r DD O z 0: < --NO. 6 X 5/8" S.S. EXTERIOR SMS SCREWS (2 PER EXTERIOR INSTALLATION NOTE: WHILE NOT In U mg� REINFORCEMENT CLIP) In SHOWN, THE DOOR FRAME owe EXTRUSIONS CAN BE SUPPLIED v w �a a _ = WITH A FLANGE OR NAIL FIN a w w TYPICALLY USED TO SEAL THE � LL a FRAME PERIMETER TO THE OUTER c_ OFBONDED WASHER OR w w THHEEFLANGEEORUNAIL FINEIS F > SEALANT REQUIRED AT ACCEPTABLE PROVIDING THE EACH SILL FASTENER DO O ANCHOR CONDITIONS SHOWN ARE z LOCATION. .UNCHANGED < m BONDED WASHER OR � coo SEALANT REQUIRED AT wo z0 m 2 - —® EACH SILL FASTENER az wa X REINFOCRCP MENT REINFORCEMENT LOCATION. SCREW PLUG NOTE: SCREW wO Zvi^a CLIPPLUGS ARE TO BE PLACED IN wg wd �� 1 ALL VISIBLE HOLES. �w r1 REINFORCEMENT F� FFFIII 3 Qa �o i CLIP REINFORCEMENT 001 N I 0 L111 CLIP D- a MZ wZ�3g F-,�3 d Uj o o Vz� " SEALANT BY L�� ❑ SEALANT BYE]�� C] - '3v OTHERS OTHERS 83gy W 1/4" MAX. .• :.. �4„ •�. :IT.,: a MAX. SHIM OR GROUT SHIM OR GROUT "•:• '•°!{ •��•;,, Z _ n SUBSTRATE BY SUBSTRATE BY OTHERS PER / OTHERS PER '; o J REINFORCEMENT CLIP "FRAME ANCHOR FRAME SILL SCREW u No "FRAME ANCHOR SET SILL INA FRAM SIL / - , REQUIREMENTS SCREWS PER "FRAME =,: \ m _ CONTINU OF RE PER REQUIREMENTS 2 1/2" PER ELEVATION CIIOR TABLE" I-- MIN, TABLE" SEA ELEVATION -.� SECTION R QUIREMENTS SET SILL IN A Lu REINFORCEMENT CLIP Al T BLE" (2 PER CLIP) CONTINUOUS BED SECTION A2 �' SCREWS PER "FRAME SCALE: 1/2 FULL 5 OF SEALANT SCALE: 1/2 FULL 5 a ANCHOR (SINGLE ANCHOR ROW CONDITION) (DOUBLE ANCHOR ROW CONDITION) wlNc No. IILv. REQUIREMENTS (SEE SECTION Al/5 FOR REINFORCEMENT CLIPS & sREET 1No. TABLE" (4 PER CLIP) THEIR REQUIREMENTS) 5 of 6