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HomeMy WebLinkAboutProduct Approval Exterior DoorFlorida Building Code Online Page 1 of 3 Me u BCIS Home Log In j User Registration Hot Topics Submit Surcharge ( Stats & Facts Publications j Contact Us ! BCIS Site Map Links Search Honda " Product Approval {; USER: Public User Product Aooroval Menu > Product or Application Search > Application List > Application Detail O C 1 0 ?021 c�� u� °te e,' FL # FL16674-1116 Application Type Revision ST. Lucie County, Permitting Code Version 2020 — Application Status Approved ® V FileCOP *Approved by DBPR. Approvals by DBPR sha11 b reviewed an ratified by the POC and/or the Commission if nece Comments Archived [ CODE COMPLIANCE Product Manufacturer JELD-WEN Si. L CIE COUNTY NY Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 ®��0��1�� E� (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Rylee Sumner Fricks 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 Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard yj= ASTM E1886 2005 ASTM E1996 2006 ASTM E283 2004 ASTM E330 2002 TAS 202 1994 Equivalence of Product Standards Certified By Approved Certification Agency FL16674 R16 Eauiv Eauiv 2016-01 Tech Bwletin E1996 Eauivaiencv.pdf FL16674 R16 Eauiv Eauiv WDMA E1886 JELD-WEN `i 6 2016.odf Product Approval Method Method 1 Option A https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsHepng4%2f-;6el Y... 10/6/2021 Florida Building Code Online Page 2 of 3 Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 07/29/2020 07/30/2020 08/02/2020 FL # Model, Number or Name Description 667 design r / Smo9k01P.C911�Stodiol Single (X) Impact Opaque Fiberglass Door, 3' 0" x 6' 8" and Fiberglass 3'-0" x 8'-0", Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use, in HVHZ: No FL16674 R16 C CAC NI011919.01-R11.Ddf Approved for use outside HVHZ: Yes FL16674 R16 C CAC NI011919-R11.odf Impact Resistant: Yes Quality Assurance Contract Expiration (Date Design Pressure: +50/-50 03/30/2026 Other: Installation Instructions FL16674 R16 II 16674.1 SS 201y:10; 01.p Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16674 R16 AE PER6264.2 SS "1.0]0-10 Oi.odf Created by Independent Third Party: Yes 16674.2 B Design Pro / Smooth Pro Fiberglass Single (X) Impact Glazed Fiberglass Door, 3' -0" x 6-8" and 3'-0" x 8'-0", Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16674 R16 C CAC NI011918.01 Ril.odf Approved for use outside HVHZ: Yes FL16674 R16 C CAC NI011918-R11_odf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/30/2026 Other: Installation Instructions FL16674 R16 II 16674.2 SS 2019-10-01.adf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16674 R16 AE PER6265.2 SS 20].9-10-01.odF Created by Independent Third Party: Yes 16674.3 C Design Pro / Smooth Pro / Studio Fiberglass Double (XX) Impact Opaque Fiberglass Door, 6'-0" x 6'-8" and 6'-0" x 8'-0", Inswing and Outswing Limits of Use Certification Agency Certificate�� Approved for use in HVHZ: No FL16674 R16 C CAC NI011916JgirRl3,pdf Approved for use outside HVHZ: Yes FL16674 R16 C CAC NI011916-Ft11.odf Impact Resistant: Yes Quality Assurance Contract Expiration (Date Design Pressure: +50/-50 03/30/2026 Other: Installation Instructions FL16674 R16 II D015696-DP SP OPO LMI ASTM XX FBC SS 2019-12-12.odf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16674 R16 AE PER6266.2 SS1.019-10-01.odf Created by Independent Third Party: Yes 16674.4 D Design Pro / Smooth Pro Fiberglass Double (XX) Impact Glazed Fiberglass Door, 6'-0" x 6'-8" and 6'-0" x 8'-0", Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL16674 R16 C CAC NI011917.01=RR7.0.Ddf Approved for use outside HVHZ: Yes FL16674 R16 C CAC NI011917-IM.p_df Impact Resistant: Yes Quality Assurance Contract Expiration (Date Design Pressure: +50/-50 03/30/2026 Other: Installation Instructions FL16674 R16 II D015697-DP SP GLZ LMI ASTM XX FBC SS 2019-12-12.odf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16674 R16-AE PER6267.2 SS 201.9-10-01.odf Created by Independent Third Party: Yes 16674.5 I E Design Pro / Smooth Pro / Studio Single with side Iite(s) (X,O/ O,X/ O,X,O) Impact Opaque Fiberglass Fiberglass Door, 9'-0" x 6'-8" and S;'-0" x 8'-0", Inswing and Outswing Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Certification Agency Certificate FL16674 R16 C CAC NI011922.C11-RI2.pdf FL16674 R16 C CAC NI011922-RLZ.9ff Quality Assurance Contract Expiration Date 03/30/2026 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsHepng4%2fS6e 1 V... 10/6/2021 Florida Building Code Online Page 3 of 3 Design Pressure: N/A Installation Instructions Other: FL16674 R16 II 16674.5 SS 201'2 10=01-P f Verified By: Hermes F. Norero, P.E.. 73778 Created by Independent Third Parlay: Yes Evaluation Reports FL16674 R16 AE PER6268.2 SS 201.9-10-01.odf Created by Independent Third Party: Yes 16674.6 F Design Pro / Smooth Pro Fiberglass Single with side lite(s) (X,O/ O,X/ O,X,O) Impact Glazed Fiberglass Door, 9'-0" x 6'-8" and 90-0" x 8'-0", Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16674 R16 C CAC NI011924.(11-1110.Ddf Approved for use outside HVHZ: Yes FL16674 R16 C CAC NI011924-IJU f Impact Resistant: Yes FL16674 R16 C CAC NI013412-I(5•Dd-( Design Pressure: N/A Quality Assurance Contract Expiration [late Other: 03/30/2026 Installation Instructions FL16674 R16 II 16674.6 SS 2013-10-01.p_df Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16674 R16 AE PER6269.2 SS 2019-10-01.12df Created by Independent Third Party: Yes 16674.7 G Design Pro / Smooth Pro / Studio Fiberglass Double with side lite(s) (XX,O/ O,XX/ O,XX,O) Impact Opaque Fiberglass Door, 12' 0" x 6'-8" and 12' 0" x 8' 0", Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16674 R16 C CAC NI011914.f11-RII.Ddf Approved for use outside HVHZ: Yes FL16674 R16 C CAC NI011914-IM.odf Impact Resistant: Yes Quality Assurance Contract Expiration L`iate Design Pressure: N/A 03/30/2026 Other: Installation Instructions FL16674 R16 II D015700-DP SP ( P LMI ASTM OXXO OXX FBC SS 2019-12-12.Ddf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16674 R16 AE PER6270.2 SS :!01.9-10-01.Ddf Created by Independent Third Party: Yes 16674.8 H Design Pro / Smooth Pro Fiberglass Double with side lite(s) (XX,O/ O,XX/ O,XX,O) Impact Glazed Fiberglass Door, 12'-0" x 6'-8" and 12'-0" x 8'-0", Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16674 R16 C CAC NI011915.(11-R10.Ddf Approved for use outside HVHZ: Yes : FL16674 R16 C CAC NI011915-I(11,ndf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 03/30/2026 Other: Installation Instructions FL16674 R16 II D015701-DP SIP GLZ_LMI_ASTM OXXO OXX_ FBC SS 2019-12-12.0f Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Parlay: Yes Evaluation Reports FL16674 R16 AE PER6271.2 SS 2019-10-01.odf Created by Independent Third Part:y: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Coovriaht 2007-2013 State of Florida, :: Privacy Statement :: Accessibility StatemenI :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public-reo).ds request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail, If you have any questions, please contact 850.487.3395. "Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an :email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a parsonal address, please provide the Department with an email address which can be made available to the public. To determine if you are a Ilcens-:e under Chapter 455, F.S., please click hem . Product Approval Accepts: +£1 . © eClsii; secur>�°�t 1x'°tcxr�s` https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsHepng4%2f 6eIY... 10/6/2021 TICE OF PRODUCT CERTIFICATION CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: NI011919.01-R11 03/26/2,014 Structural JELD-WEN 1822-1 05/21i/2019 To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertificatioil.com to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if an corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN JELD-WEN "Design Pro/Smooth ]Pro Impact 3737 Lakeport Boulevard Approved/Studio" Fiberglass Opaque Klamath Falls, OR 97601 In -Swing or Out -Swing Side -Hinged Door Configuration: X IS Frame: W-952mm(37.50") H-2487mm(97.93") OS Frame: W-952mm(37.50") H-24'70mm(97.25") Panel: W-908mm(35.75") H••2419mm(95.25") SPECIFICATION PRODUCT RATIN ASTM E283-04/E330-02 Design Pressure: +50/-50 psf TAS 202-94 Wind Zone 3 - Missile Level D ASTM E1886-05/E1996-06 Qualifies Configurations: X AAMA 1304-02 Product Tested By: National Certified Testing Laboratories Report No: SJW2013-196/SJW2013-129/SJW2013-231/SJW2013-251/SJW2013-252/SJIN2013- 253NCTL-210-3924-01 NCTL-210-3925-03NCTL-210-3930-01 NCTL-•210-3930- 02/SJW2014-066/SJW2014-076/SJW2014-070/SJW2014-075/W-1671/W-1711/W 1783 /W-1799/W-1830/W-1861/W-1899/W-1904 Expiration Date: March 30, 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 OF PRODUCT CERTIFICATION CERTIFICATION NO: NI01.1919-RII DATE: 03/26/2014- CERTIFICATION PROGRAM: Struftural COMPANY: JELD-WEN CODE: 18224 REVISION DATE: 05/2Il/2019 To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertification.com to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN JELD-WEN "Design Pro/Smooth Fro Impact 3737 Lakeport Boulevard Approved/Studio" Fiberglass Opaque Klamath Falls, OR 97601 In -Swing or Out -Swing Side -Hinged Door Configuration: X IS Frame: W-952mm(37.50") H-2081mm(81.93") OS Frame: W-952mm(37.50") H-2081mm(81.25") Panel: W-908mm(35.75") 1­1••2012mm(79.25") SPECIFICATION PRODUCT RATING ASTM E283-04/E330-02 Design Pressure: +50/-50 psf TAS 202-94 Wind Zone 3 - Missile Level D ASTM E1886-05/E1996-06 Qualifies Configurations: X AAMA 1304-02 Product Tested By: National Certified Testing Laboratories Report No: SJW2013-196/SJW2013-129/SJW2013-231/SJW2013-251/SJW2013-252/SJW2013- 253/NCTL-210-3 924-0 l /NCTL-210-3925-03/NCTL-210-393 0-01 /NCTL-210-3930- 02/SJW2014-066/SJW2014-076/SJW2014-070/SJW2014-075/W-167:1/W-1711/W.1783 /W-1799/W-1830/W-1861 /W-1899/W-1904 Expiration Date: March 30, 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 j EN WINDOWS & DOORS DESIGN PRO/SMOOTH PRO FULL LITE IMPACT APPROVED FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE (HVHZ) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT INTERNATIONAL BUILDING CODE (IBC), INTERNATIONAL RESIDENTIAL CODE (IRC), AND FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • ASTM E283-04 ASTM E330-02 • ASTM E1886-05 • ASTM E1996-06 • AAMA 1304-02 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE FOR WIND ZONE 3 OR LESS. S. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS. 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING, INCLUDING INTERNAL GRID, BLINDS BETWEEN GLASS, DECORATIVE, AND EXTERNAL WROUGHT IRON. RADIUS (SHAPED) UTES ARE QUALIFIED FOR V-8" DOORS AT DP +/-50 PSF ONLY. 7. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF. REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (OH) RATIO = OH LENGTH OH HEIGHT IS z 1.0 TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 I A I TYPICAL ELEVATIONS, DESIGN PRESSURES, AND GENERAL NOTES 2 A TYPICAL ANCHOR LAYOUTSANDNOTES 3 - OPTIONAL 2X BUCK ANCHORING DETAILS 4 A VERTICAL ASSEMBLIES 5 A HORIZONTAL ASSEMBLIES 6 A GLAZING DETAILS 7 A WOODSUBSTRATES 8 A CONCRETE SUBSTRATES 9 A COMPONENTS& BILL OF MATERIALS 371/2" MAX. O.A. WIDTH 6 1 6 4 1 6 3 = fi CO O w 4 Z z §W s ® ACTIVE Z 6 ® 3 �^3a 5 s z N O = OL il ? m f 3 4 6 X 6 7 B 9 4 4 4 4 4 4 4 �LTYP. ELEVATION 1 1 6'd' DOOM HEIGIrf 6 iD n ti m n z rn z� 3z 0 N O ? 2 TYP. ELEVATION 2 NOTE: DOORS SHOWN ABOVE MAY BE LEFT OR RIGHT HAND OPERATING DOORS. iMAX.OVERALL I DESIGN F,^.ESSLIRE (PSF) HORfiINAL SI'eE MISSILE CONFIGURATION' ""PACT INSWING OUTSWING WIDTH HEIGHT RATING POS. NEG. POS. NEG. X 3'-0" 6'-B" 50• 50 50• 50 LMI&SMI X RADIUS 3'-0" 6'-B" 50• 50 50• 50 LMI & SMI X 3'-0" 8'-0" 50• 50 50' S0 LMI & SMI —bLL ULNLKAL NIJi L /, bHhL 11, FLIT( YJAI LK INHLI KAI IUN AFFKUVUU SILO. PREPARED BY: 1(k BUILDING DROPS, INC. 398 E. DMIA BEACH BLVD., 6TE.338 OANNBEA[H, R.330D6 PH:(9fi41399�78 iAC: (9541]4aATd8 WEB:—buBLi.9d.I—. J W m p N J Z� mod Q LD O O m O W y Z 2� �< pia hL- m a? Q Q Z Z m Y y? >LL. Z O w W Q LLJ } W �z d REMARKS BY DA1 %dd ADA sIII, MP Lak&Radius GI 06t2i Refemnm DWG.#A010857A D9/0d lo •tip E 5 �0' *.• N.77 S A OF ir O IDP:'• -16 ia��Y.pt4Yi1'4 �°frVn Ngitally signed by Hennes F Norero season: I am approving this docume )ale: 201S. i0.01 20:14:3G-04'00' DATE: 02.055.1 A DWG. BY: CHK. 9Y: !'1 IPA CC ACC SCALE: NTS DWG.#: 17015695 SHEET: OF9 1 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A.CORROSION RESISTANT COATING, AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR .MANUFACTURER'S INSTALLATION INSTRUCTIONS. S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 6. FOR 2X STUD CONSTRUCTION, ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK CONCRETE/MASONRY CONSTRUCTION. 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. B. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS, INCLUDING ANCHOR LOCATIONS, EDGE DISTANCES, EMBEDMENTS, AND SHIM SPACING. 9. OPTIONALLY, ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. ANCHOR TABLE 6'8" DOORS 8'0" DOORS ANCHORTYPE ANCHOR SIZE SUBSTRATE MIN. EMBEDMENT MIN. EDGE DISTANCE MAX. O.C. MAX. O.C. SPACINGAT SPACINGAT JAMBS JAMBS WOOD SCREW #10 2X WOOD BUCK 1-1/2" 3/4" 17-1/2" 17-1/4" OR FRAMING ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17-1/2" 17-1/4" ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8"-CONC. 1-1/4" CMU V. 17-1/2" 17-1/4" - ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 1" 10" 14-3/W �02Ilk 2- #9 X 21/2" PFH PFH SOLEWS cc DETAIL B2 TYP, HOPPE 1- BOT'LOM SHOOT TI-POINT SHOOT BOLT BOLT PLATE PLATE LOCATION HOPPE #2098911 A SILLSECTIONVIEW INSWING SNOWN OUESWING SINJWI SEE OETAIIaz r2- #9 X 21/2" PFH SC"L.Y ncreJL D2 �L TYP.HOPPE MULTI -POINT SHOOT BOLT PLATE LOCATION _ (RH PLATE SHOWN) D21, HEAD SECTION VIEW INSWING SHOWN OUSSWINGSIMIWI SM DETAIL m 371/2" MAX. O.A. WIDTH i" TYP. " 'P. io io F r, J mew l9 0: O zOaaLL' u �34 a OHO w O? vl 14 � O x a PP. ANCHOR LAYOUT NOTE: NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS (X) ONLY. NOTE: DOORS SHOWN ABOVE MAY BE LEFT OR RIGHT HAND OPERATING DOORS. PREPARED BY: //n^o.\\ BUILDING DROPS, INC. 398 E. W WIABEAUI UW, M 3 DANIAB 'ft3 PH;(9 ]35% 178 FA%: L950I)66ATi8 WE9:v b.11&gdrap . W ti N W O mN� Z o m •d OW ohQo�o ap a ieLLNd oa H m�a O a Wo O 0 ❑ O U Z O Q c F � as} F REMARKS BY DATE dd ADA sill, MP Lack&Radius GL 6/23/1 Reference DWG.#A010&S2A 09/00/1 ````yyy1111ltlf///TI O N . 7 7 1 a S A OF Q .N0.`���` FBPE .p/'WTnM%ne DATE: 0105.14 DWG �Y: CHK. %j /TJwA JJ SCALE: NTS DWG-4: D015695 9 SHEET: OF 9 2 11 INTERIOR EXTERIOR 1� OPERABLE HEAD 4 OUTSWING SHOWN - INSWING SIMILAR INTERIOR EXTERIOR 10 OPERABLE ADA SILL 4 INSWING/OUTSWING n 11 �.( INTERIOR EXTERIOR 0 R OPERABLE SCI! i 4 OUTSWING I� IJ r I'1 OPERABLE SILL 4 INSWING PREPARED BY: /a BUILDING DROPS, INC. 399LDA BE/LF1elw.,STE.338 OINK BFAOI, i133096 PR:(95d)3999678 FM- (959)7"A739 WEH: W W W.buAdingdropsmm 11 INTERIOR EXTERIOR u- C Lu W • ���� T � �.: m .tic O Q LLI N 4 OPERABLE SILL & a 4 OUTSWING U W K O lJJ 11 INTERIOR INTERIOR EXTERIOR Jhi4,S�• � `pn 0 OPERABLE SILL 4 INSWING 11 9 INTERIOR EXTERIOR . C LLI nDFREQ BLE SILL OUTSWING OPERABLE SILL 4 OUTSWING OPTIONALAFCO H-497 rd ADA alll, MP lad& R9dlb9 Ltl GLIO1/21111 Rehrence DWG. NA010852A 09/� El RON L DATE: 02.05.14 DWG. BY: p CH Y: CC L., li l .3 Ivi SCALE: NTS I DWG.,!: Jj i t;(;C,S �1 LOCK JAMB 5 OUTSWINGSHOWN- INSWINGSIMILAR HINGESCHEDULE DOOR HEIGHT QUANTITY 6'-8" 3 8'-0" 4 HINGE DETAILATIAMB: PLACE 49 X 2-1/2" PFH SCREW NEXTTO WEATHERSTRIP INTERIOR 1-#9 X 2-1/2" PHILLIPS FLATHEAD WOOD SCREW \' 3-#9X3/4"PHILLIPS E%TERIOR� O FLATHEAD WOOD SCREWS 4-#9 PHILLIPS FLATHEAD WOOD SCREWS 17 USE 3/4" LENGTH FOR V-8" DOORS USE 1" LENGTH FOR 8'-0" DOORS HINGE JAMB 5 OUTSWING SHOWN - INSWING SIMILAR 9-#9X13/4"PFH 3-#SX2"PFH 13-#8X13/8"PFH(6'-B"UNITS) 8 -#9 X 21/2" PFH W/ HARDWARE W/ STRIKE HARDWARE 15 - #8 X 13/8" PFH (8'-0" UNITS) W/ STRIKE HARDWARE (6'-8" & 8'-0" UNITS) 1- MPL STRIKE PLATE COMES W/ HARDWARE 4- MPL STRIKE PLATES 21 1 r EXTERIOR EXTERIOR INTERIOR o I \ 1 / INTERIOR GiAPiiG A6P2G mAG G84G AAGgG4 G APGi ■AQAM i~ GGAW P GAG GG 4G Gi A.qR_ G APG. GAa— (�G{)�oCih.G1Tr4 Ci.Zi�rl it_;J;6rk ii{+iV1r# �HOPPIE i4 UL i i-i-Wii�i i LV1,.F-.iiwiV1r, 5 OUTSWINGSHOWN - INSWING SIMILAR 5 OUTSWINGSHOWN - INSWING SIMILAR 4 - #8 X 13/8" PFH 1-REINFORCEMENT PLATE HOPPE#2512296 ��G GA Gil9P q AG GG — gAGqG4 G A,AGi i-1V rQ MUL i i_r VHM i itV;.F% 5 TOP REINFORCEMENT PLATE- ACTIVE PANEL ONLY PREPARED BY: IQ� BUILDING DROPS, INC. 398E.DANIABEIDIBM.,ST M OANU BFAW, R33W6 PN: (939)399 8 FM%:(95 )9GdA938 wFe: rnr W.nu9emee�oPs�u J N N O W W ~ O N L O�m Jco C 0 a wLLNe CO _� 5� ~Oa LLI ma Q In V) mY H Q J Wo Z� z O N m 0 c f� z F- tEMARKS BY DA' dd ADAsIII,MPLuk&Radius GL O6/2 RGf....DWG.#A010867A Jill 0 SIATIC OF S .�. DATE: C vL,TJIVI SSj3Vl55 L SCALE: NTS k aWG.#: il(115fi95. 5 1/2" AIRSPACE INTERIOR F/8"TEMPERED TERIOR ANNEALED GLASS .090" SOLUTTA PVB INTERLAYER GLASS 995 SILICONE (1:)6'-8" GLAZING DETAIL 6 201/2" MAX. D.L.O. WIDTH 621/2" MAX. D.L.O. HEIGHT 4''OR NNEALED GLASS SEALASOLUTIA PVB INTERLAYER MPERED GLASS EALANT DON995 STRUCTURAL SEALANT h 201/2" BOA% D.L.O. WIDTH 781/2" MAX D.L.A. HEIGHT 3-0XG-8-DP 50 3-0 X 3-0- Or 30 1/2" AIRSPACE " MAX' 1/2" AIRSPACE INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR 1/8" ANNEALED GLASS 1/8" ANNEALED GLASS i = 0.090" SOLUTIA PVB INTERLAYER i 1= O.D90" SOLUTIA PVB INTERLAYER m 1/8" TEMPERED GLASS m " 1/8" TEMPERED GLASS i m n ` DOW 99551UCONE DOW 995 SILICONE �� — 1/2" AIRSPACE EXTERIOR —1/8" ANNEALED GLASS —0.090" SGP INTERLAYER BY DUPONT —1/8" TEMPERED GLASS —DOW 995 SIUCONE �DOW 995 SILICONE r2--�8'4' GLAZING DETAIL FLUSH GLAZE DETAIL GLAZING DETAIL 6 201/2" MAX. D.L.O. WIDTH 6 23 7/8" MAX. D.L.O. WIDTH 6 FOR OVAL, SUNBURST, AND ROUND TOPS 781/2" MAX. D.LO. HEIGHT 78 7/8" MAX. D.L.O. HEIGHT IN 6'8" UNITS AT DP+/- 50 PSF ONLY NOTE: FRACTIONAL GLAZING, INCLUDING INTERNAL GRID, BLINDS dECWEEN GLASS, DECORATIVE, EXTERNAL WROUGHT IRON AND RADIUS (SHAPED) UTES ARE APPROVED IN ALL GLAZING DETAILS SHOWN ABOVE. PREPARED BY: BUILDING DROPS, INC. 30 E. DANV\BFAOI aLw. M 338 OANIA BFAEH, 0.33009 PH: (W)3948R78 FM (SM)MA738 WEB: wNr.NURd"Bd.p . w La.L H- � m N O m O J u LLad 0-00 ED = DC � < m56 cO¢ C V Q ❑ Yh� OaQZ �a a Z N W e z 0 g N_ = a° T. J REMARKS BY DA 1dd ADARIII, MP Lxk 9, RadWE1AP409fu GL 6/2 Reference DWG.#A010857A a IFSM—DMDNSEAUSEDETAVATIONlOeflMll ROM THE AE W IREMENR OETNU:D HEREIN. A URNSD) ENGINEER0 ARCHnEETMW1PREPPRESUEYEBIC `%`F TTITo,1� i ?* N .7 = n S A OF `ptt91 Y1ePlRn DATE: 02.05.14 DWG. PY. CHK. BY: v �jTe .Ii Lv� .ci� F eiri.�i SCALE: NTS SHEET: OF9 6 MIN. EDGE DIST. SEE TABLE SHEET 2 W� w � 2X WOOD BUCK 2i a fN %=%/ x/./ oivsi � WOOD ANCHOR SEE TABLE ON SHEET 2 rf-� HEAD (TYPICAL) OUTSWINGSHOWN - INSWING SIMILAR r4--� OPERABLE SILL OUTSWING-NOANCHOR REQUIRED SILICONE r8 -� OPERABLE SILL OUTSW ING - NO ANCHOR REQUIRED OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. PREPARED BY: 2X WOOD BUCK Ik BUILDING DROPS, INC. � aee e. LwxuR eeAaL eiw. sre.338 � = DANIA BFADI, R331U6 oa PH: L�139 "78 WOOD ANCHOR FAX eoe eenop:.�D SEE TABLE ON SHEET 2 wee M, r SILICONE EL O LLJ a� G e uai 0.25" tia SHIM 2X WOOD BUCK In MIN. EMBED. H m SEE TABLE SHEET N C�1 JAMB (TYPICAL) OPERABLE SILL o W° 7 OUTSWINGSHOWN - INSWING SIMILAR INSWING -NO ANCHOR REQUIRED 0 3 c SILICONE SILICONE l= REMARKS BY DATi 2X WOOD BUCK 2X WOOD BUCK Add ADAslII, MP Lock&Radius U G 6/23, Refe2Dw DWG. dA0308S2A AND9/oa, D MAYNOf RFf1ERARUALmNpIR)NSw] am seE. u: srtE mN omox s uusE vmpuAnox ro DEw RNM ME RFLNIRFM[NR ORAII£D XEREBL A B[eHL OPERABLE SILL OPERABLE SILL FNGINRRORpRp ERSHALL•PFVAE5AE5EF� 7 INSWING -NO ANCHOR REQUIRED OUTSWING-NOANCHOR REQUIRED `````LLLtiLILILI/j,I'' AFCO H497 �� O N .7 7. fl S A OF D �u� SILICONE SILICONE 'lDl1 /-2X WOOD BUCK /-2X WOOD BUCK r L 1 _ DATE: 02.n5,11 D\A.LG BY• CHK. Y: OPERABLE SILL � OPERABLE ADA SILL el /TIAA CC9l,fCC VL I.Iltll JJ IL'LJJ 7 \1 OUTSWING-NO ANCHOR REQUIRED INSWING/OUTSWING-NO ANCHOR REQUIRED DwG. NTS DWG. A: iin i riFiCi'i 7 PREPARED BY: MIN. 1X WOOD BUCK BUILDING DROPS, INC. EDGE DIST. � (OPnONAL) SILICONE 1MLD BEANe=,sa.aae SEE TABLE SHEET �_ �. : DAntu eFAa,aasooa vX: (ssa)as%eaa FA (M)1CCAM CONCRETEANCHOR wEe:XIwX.XRumxae.DP:.mn, SEE TABLE ON SHEET 2 �= CONCRETE/ u, ,':•�1 .• �/ =+ o J MASONRY �' m z a BY OTHERS • '' % CONCRETE/ �, o i N •. _ ,, , / MASONRY 0 W Lu BY OTHERS 1X WOOD BUCK 'y' •. C ,O w LL (OPTIONAL) zc cc ofvxi /� •J� MAX. OQ V) SHIM CONCRETE ANCHOR Q co SEE TABLE ON SHEET2 CONCRETE/MASONRY BY OTHERS C En MIN. EMBED. W f^10 SEE TABLE SHEET 2 a yrj W c HEAD (TYPICAL) JAMB (TYPICAL) 3�OPERABLE SILL u 8 OUTSWINGSHOWN - INSWING SIMILAR 8 OUTSWINGSHOWN- INSWINGSIMILAR 8 INSWING -NO ANCHOR REQUIRED p 0o 040 SILICONE wJ W 3 SILICONE SILICONE REMARKS BY DAl dd ADAsIII,MPLDck&Radku GL 6/2: •Q d •Q d d .Q G G Reference DWG. ItAO10857A AN09/D CONCRETE/ CONCRETE/ CONCRETE/ MASONRY SONRY MASONRY BY OTHERS BY OTHERS BY OTHERS DA NNREF{ECFACNAlO.]xdnOtEfORAYF 161WXDRX)NSCRUSE e6TAllAlMlxlO DEV f ROM TXC IIEg11REMENiS DETARED XFRF W. R f ICFX FxGI X [ER OR ARNnFR LOLL RIRVARE LIE YEN OPERABLE SILL OPERABLE SILL OPERABLE SILL 8 OUTSWING-NO ANCHOR REQUIRED 8 INSWING -NO ANCHOR REQUIRED 8 OUTSWING-NOANCHOR REQUIRED AFCO H-497 S A OF SILICONE SILICONE SILICONE i�'O�� - O IMP•' ��/ I . xT •Q a•d d. . .� FDvcM.PJ! d d G• •a d ' a J MASONRY 1 J MASONRY MASONRY BYOTHERS BY OTHERS RV OTHERS DATE: 02 nr, 'I A OPERABLE SELL � OPERABLE SILL /� OPERABLE SILL D�1 A -IRA sslo• CC GUTSWING - NO ANCHOR REQUIRED \ �{ / OUTSWiNG - NO ANCHOR REQUIRED \ yr( �iDU15WING/INSWING - NO ANCHOR REQUIRED G'L I D lvl S`a •ei'sa SCALE: NTS N DYVG. s: I /1 YY 1 r;ggl;] �nccl: OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. BILL OF MATERIALS ITEM# DESCRIPTION MATERIAL 1 FRAME HEAD/JAMBS FINGER -JOINTED PINE SOLID PINE LAMINATED VENEER LUMBER COMPOSITE 2 (NOT USED) - 3 (NOT USED) - 4 THRESHOLD - 5 THRESHOLD - 6 THRESHOLD - 7 AFCO H-497 THRESHOLD - 8 THRESHOLD - 9 THRESHOLD - 10 ADATHRESHOLD - 11 WEATHERSTRIP URETHANE FOAM & POLYETHYLENE 12 NON -COMPRESSION SHIM (0.25" MAX. THK.) COMPOSITE 13 (NOT USED) - 14 (NOT USED) - 15 #10 WOOD INSTALLATION SCREW W/ 11/2° MIN. EMBEDMENT STEEL 16 CONC./CMU ANCHOR (SEE ANCHOR TABLE SHE 2 & 3) STEEL 17 BUTT HINGE (SEE SCHEDULE SHEET 5) STEEL 18 LOCK SERIES 400 STEEL 19 DEADBOLT SERIES 780 STEEL 20 ROCKWELL MULTI -POINT TONGUE LATCH # 73228768 6-8 UNIT ROCKWELL MULTI -POINT TONGUE LATCH #73228780 8-0 UNIT STEEL 21 HOPPE MULI-POINT HARDWARE HL59000 STEEL 22 ODL LITE KIT (LMI) 6063-T6 ALUMINUM 23 FLUSH GLAZING LEG FIBERGLASS 24 ODL UPUTE KIT (RADIUS UTES) PC ABS 25 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH 98794091 STEEL 26 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH #8783923 STEEL 27 PU DOOR CORE 20 ROCKWELL MULT-POINT LOCK O O a O O uI bp O ba O O a O 21 HOPPE MULT-POINT LOCK W/ SILL SHOOT BOLT PLATE #2098911 J I-p] ®oo - 39" —1 1.65° 7— � PREPARED BY: Ik BUILDING DROPS, INC. 39e L DMABUa BLW., 9rE M DMIABE ,R99°pC PH:I9sg399�78 FA%:I954I]49Am WEB: wwr, bu Odingdmpzmm �2 w Q o�Wm ILL.5=— �cz a 0 ma Q J ^ g H m oa a p Q Zx 0 Wo Z N a Q w # Z o 0 a ` W3 0 F U dd ADA sill, MPInck' FW.l-L GL /23/1 Reference DWG. kA01085iA 09/Od/1 LE Tk SIAX OF y: Ir FRAME HEAD/JAMBS THRESHOLD THRESHOLD O THRESHOLD O HEAD SHOOT BOLT PLATE (LH) 1 VARIES, SEE BOM ABOVE 4 5 6 25 BPEdAY,aif _C " DATE: 02 05.1A E 456" I I I 4.57" I " 1^Y 1.75" 4.563° � i �'1 I�— 5.62° � I� �"I DWG. eY• pp" CHKC. 9Yqq• V L TJ:VI SS/ IL/:SS 0 AFCO H-497 THRESHOLD O THRESHOLD O ENDURA ZOBL4565F 10 THRESHOLD 26 HEAD SHOOT BOLT PLATE (RH) SCALE: NTS TIM*0LD DWG•#: D015695 " SHEET: OF9 4.58"o�5.00"4.62" o � 0 1.75° BUILDING DROPS A Perfect Solution in Every Drop! Certificate of Authorization: 29578 398 E. Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com of JELD-WEN, inc. Design Pro / Smooth Pro / Stuft Opaque (Impact) for Florida Product Approval Report No. 6264.2 Current Florida Building Code Method: 1— A (Certification Method,') Category: Exterior Door Assemblies Sub — Category: Product: Material: Product Dimensions: Swinging Exterior Door Assemblies Design Pro/ Smooth Pro/ Studio Fiberglass T-0" W x 6'-8" H (Nom!naV) T-0" W x 8'-0" H (Nominal) Prepared for: JELD-WEN, inc 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 09/13/2019 Contents: Evaluation Report Pages 1— 3 Digitally signed by Hermes F Norero Reason: I am approving this document Date: 2019.10.01 20:48:00-04'00' N 7 7 m "D SA OF =0: �c\ `moo r� Q HerrnWi-F11VdtA1`a; �.E. Florida No. 73778 BUILDING DROPS A Perfect Solution in Every Drop! Certificate of Authorization: 29578 Manufacturer: Product Category: Product Sub -Category: Compliance Method: JELD-WEN, Inc. Exterior Door Swinging Exterior Door Assemblies State Product Approval Method (1)(a) Product Name: Design Pro / Smooth Pro / Studio Opaque (Impact). 3'-0" X 6'-8" (Nominal) 3'-0" X 8'-0" (Nominal) Date: 09/16/2019 Report No: 6264.2 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD-WEN, Inc. based on Method 1a 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 provided by manufacturer 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 Chapter 16 of the current Florida Building Code and does not require an impact resistant covering for Wind Zone 3. An impact covering is required for Wind Zone 4. 4. Site conditions that deviate from the details of manufacturer require -further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions for size and design pressure limitations Hermes F Norero, P.E. Florida No.73778 Page 2 of 3 BUILDING DROPS A Perfect Solution in Every Drop! Certificate of Authorization: 29578 Date: 09/16/2019 Report No: 6264.2 Certification Agency: The manufacturer has demonstrated compliance of door products in accordance with the current 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 #: CER1773) Performance Standards: The product described herein has been tested per: Referenced Data: • ASTM E283-04 • ASTM E330-02 • ASTM E1886-05 • ASTM E1996-06 • AAMA 1304-02 • TAS 202-94 1. Product Testing performed by National Certified Testing Laboratories (FBC Organization # TST1589) Report # Report Date: NCTL-210-3918-01 10/04/13 NCTL-210-3924-02 12/18/13 SJ W 2013-231 12/03/13 SJ W 2013-234 12/09/13 SJW2013-235 11/26/13 SJW2013-251 12/23/13 SJW2013-252 12/23/13 SJW2013-253 12/23/13 NCTL-210-3924-01 12/18/13 NCTL-210-3925-03 02/07/14 SJ W2014-032 04/22/14 NCTL-210-3930-01 02/24/14 NCTL-210-3930-02 03/10/14 SJW2014-068 07/07/14 SJ W 2014-071 07/07/14 SJ W 2014-069 07/07/14 SJ W 2014-079 07/07/14 NCTL-310-19-038 07/07/14 2. Quality Assurance Entity National Accreditation & Management Institute (FBC Organization #QUA1789) Installation: Refer to Installation Instructions (D015694) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to drawing (D015694) for pressure information Hermes F Norero, P.E. Florida No.73778 Page 3 of 3