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HomeMy WebLinkAboutProduct Approval, Doors Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_lst.aspx r GJ1 4 ii , v , BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search id b' r.4 Product Approval O l; �I USER:Public User .. ^ Product Approval Menu>ProdllCI or Application Se,5WUeaaLon List J Search Criteria Refine Search Code Version 2017 FL# 16468.2 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure - ALL Other ALL Search Results-Applications FL# Type Manufacturer Validated By Status FL16468- Revision JELD-WEN ( Locke Bowden Approved R12 FL#: FL16468.2 P.E. Histou Model: B Design Pro/Smooth Pro Fiberglass ! (334)300-1800 1 Description: Single(X) Glazed Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and 11 j Outswing ! Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies FL16468- Revision ; JELD-WEN Locke Bowden i Pending FBC R13 i FL#: FL16468.2 P.E. Approval Model: B Design Pro/Smooth Pro Fiberglass j (334)300-1800 1 of 2 5/29/19, 17:00 Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_lst.aspx I , - - - - --- -- -- --� - Description:-Single-(X)Glazed Door 3-0-x 6-8-and 3-0-x-8-0 Inswing-and-1 _— Outswing Category: Exterior Doors ____ Subcategory: Swinging Exterior Door Assemblies App _ * roved 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 Statement 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 not send 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.*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 personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card Safe sectuifvMETRICS j 2 of 2 5/29/19, 17:00 Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV... ,-s y , t t m rtea i ' BCIS Home i Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search d bLOON r 4Product Approval USER:Public User Product Approval Menu>Product or Application Search>Apullcaiion List>Application Detail FL# FL16468-R12 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 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 1 of 5 5/29/19, 17:00 Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV... Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2022 Validated By Locke Bowden P.E. Validation Checklist- Hardcopy Received Certificate of Independence FL16468 R12 COI COI JW SS 2015-04-27.pdf Referenced Standard and Year(of Standard) Standard Year TAS 202 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL16468 R12 Equiv ASTM E84 Equivalency Letter SS 2017-08-31.1)df Sections from the Code Product Approval Method Method 1 Option D 2 of 5 5/29/19, 17:00 Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV... Date Submitted 10/02/2017 Date Validated 12/22/2017 Date Pending FBC Approval 12/22/2017 Date Approved 02/13/2018 Date Revised 04/22/2019 Summary of Products --- -------I FL# _� Model, Number or Name Description 16468.1 A Design Pro/Smooth Pro/Studio Single (X) Opaque Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and 1 Fiberglass Outswing Limits of Use Installation Instructions y Approved for use in HVHZ: Yes FL16468 R12 II A010861A X, OPO SS 2017-02-09.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16468 R12 AE PER4655.1 SS 2017-11-17.pdf Created by Independent Third Party:Yes 16468.2 B Design Pro/Smooth Pro Fiberglass Single (X) Glazed Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16468 R12 II A010862B X, GLZ SS 2016-08-26.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16468 R12 AE PER4430.1 SS 2017-11-17.pdf Created by Independent Third Party: Yes 16468.3 i C Design Pro/Smooth Pro/Studio Double(XXX) Opaque Door 6-0 x 6-8 and 6-0 x 8-0 Inswing and '; FiberglassOu' tswing j Limits of Use ��- ' Installation Instructions ' Approved for use in HVHZ: Yes I FL16468 R12 II A010863A XX, OPO SS 2017-02-09 pdf j Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant: No I Created by Independent Third Party: Yes Design Pressure: N/A j Evaluation Reports Other: FL16468 R12 AE PER4656.1 SS 2017-11-17.pdf Created by Independent Third Party:Yes 3 of 5 5/29/19, 17:00 Florida Building Code Online https://www.floridabuilding.org/pr/pr-app_dtl.aspx?param=wGEV... — - i 16468:4 D Design-Pro/Smooth-Pro Fiberglass— Double-(XX) Glazed Door-6-0-x 6-8-and-6-0-x-8-0-Inswing-and - Outswing Limits of Use �------ -------- --- -----------___A___.._..— -- �Installation Instructions Approved for use in HVHZ: Yes FL16468 R12 II A010864A XX, GLZ SS 2016-08-26.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant: No Created by Independent Third Party:Yes I Design Pressure: N/A Evaluation Reports Other: FL16468 R12 AE PER4432.1 SS 2017-11-17udf Created by Independent Third Party:Yes 16468.5 T E Design Pro/Smooth Pro/Studio Single with sidelite(s) (X,O/O,X/O,X,O) Opaque Door 9-0 x 6-8 and Fiberglass 9-0 x 8-0 Inswing and Outswing — Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16468 R12 II A010865A OXO OX OPO SS 2017-02-09.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: FL16468 R12 AE PER4657.2 SS 2017-12-19.pdf Created by Independent Third Party: Yes 16468.6 F Design Pro/Smooth Pro Fiberglass Single with sidelite(s) (X,O/O,X/O,X,O) Glazed Door 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions — Approved for use in HVHZ: Yes FL16468 R12 II A010866B OXO OX GLZ SS 2016-08-26 r)df Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. 73778 LDen Resistant: No Created by Independent Third Party: Yes Pressure: N/A Evaluation Reports FL16468 R12 AE PER4434.1 SS 2017-11-17.pdf Created by Independent Third Party: Yes 18.7 I G Design Pro/Smooth Pro/Studio Double with sidelite(s) (XX,O/O,XX/O,XX,O)Opaque Door 12-0 x Fiberglass 6-8 and 12-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes I FL16468 R12 II A010867A OXXO, OXX OPQ SS 2017-02-09.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. 73778 j Impact Resistant: NoCreated by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports { Other: FL16468 R12 AE PER4658.2 SS 2017-12-19.pdf I Created by Independent Third Party: Yes 4 of 5 5/29/19, 17:00 Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV... I —-- ----- -- --- - - 1--16468.8 -- --- -------FH Design-Pro-/Smooth-Pro-Fiberglass Double-with-sidelite(s)-(XX;O/O-xX/-O-XX=,O)=Glazed-Door-1-2-0-x-6-8- -- and 12-0 x 8-0 Inswing and Outswing - Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16468 R12 II A010868A OXXO, OXX GLZ SS 2016-08-26.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: FL16468 R12 AE PER4436.1 SS 2017-11-17.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 Statement 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 not send 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.*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 personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ' heck .,_ -� C 8 Credit Card Safe i 5 of 5 5/29/19, 17:00 37 1/2"MAX. JELD-WETNI,, O.A.WIDTH fi 1 5 •1 37 1/2"MAX. !VINDOWS R DOORS O.A.WIDTH --- —— -- ------- ---- G DESIGN PRO/SMOOTH PRO FULL LITE t NON-IMPACT L ` = 5 x G DO LD a FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) z w 5 LD a Ws G a " s p ACTIVE 00 Ona z cc 3 z 5 Q ACTIVE 3: z a s GENERAL NOTES: Z ¢ s s 0 3 0 O 0 3 0 x p i a 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA p Z Q BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • TAS 202-94 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. a a a a a a a n a a a TYP. ELEVATION 1 TYP. ELEVATION 2 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR G'8"DOOR IIEIGI/T 1 8'-0'DOOR HEIGHT A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED 37 1/2"MAX. HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. O.A.WIDTH 4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 5. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS. F x G. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING, INCLUDING INTERNAL GRID, BLINDS BETWEEN Zo w GLASS, DECORATIVE, EXTERNAL AND INTERNAL WROUGHT IRON. RADIUS(SHAPED) LITES ARE QUALIFIED FOR r x 6'-8"DOORS AT DP+/-65 ONLY. co Z t� DOa © 0 7. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSSURE (WTP) OF 9.75 PSF. z L7 LL REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT 3 PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY p a OVERHANG SUCH THAT OVERHANG(OH)RATIO=Oil LENGTH=OH HEIGHT IS>_1.0 p z M ACTIVE --- TABLE OF CONTENTS NOTE: TYP. ELEVATION 3 DOORS SHOWN AB, SHEET REVISION SHEET DESCRIPTION ` � J G'.8"DOOR WITH OPTIONAL VENT LITE OR RIGHT HAND OP 1 C TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES `/ SEE SHEET 6 FOR GLAZING DETAILS 2 C TYPICAL ANCHOR LAYOUTS AND NOTES MAX.OVERALL 3 C OPTIONAL 2X BUCK ANCHORING DETAILS NOMINALSIZE DESIGN PRESSURE(PSF) MISSILE 4 C VERTICAL ASSEMBLIES CONFIGURATION INSWING OUTSWING IMPACT 5 C HORIZONTAL ASSEMBLIES WIDTH HEIGHT POS. NEG. POS. I NEG. RATING 6 C GLAZING DETAILS X 3'-0" 6'-8" 65 A° 65° GS"0 65° NON-IMPACT 7 C WOOD SUBSTRATES X(VENT) 3'-0" 6'-8" 65AD 65° 65 A' 65° NON-IMPACT 8 C CONCRETE SUBSTRATES X(RADIUS) 3'-0" 6'-8" 65 AD 65° 65 A" 656 NON-IMPACT 9 C COMPONENTS&BILL OF MATERIALS X 3'-0" 8'-O" 50A 50 50" 50 NON-IMPACT .i INSTALLATION NOTES: 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 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 A NON-COMPRESSIBLE COMPOSITE OR BETTER. 2. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO, FOAM,BRICK VENEER,AND SIDING. 3. 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. 37 1/2"MAX. O.A.WIDTH 4. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. 3"TYP— — 3"TYP, EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. Q C2 5. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK a CONCRETE/MASONRY CONSTRUCTION. 6. 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 w is l_=.7 w w 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. = m m D. HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH ^ V) w OF 2000 PSI. 7 ¢ 60 z u ® v 8. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR LOCATIONS, ? w z z EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. a 0 W O w 0 Z x v n 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM < EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. a ANCHOR TABLE -° 6'8"DOORS 8'0"DOORS A2 A2 ANCHOR MIN. MIN.EDGE TYP.ANCHOR LAYOUT 6'-8'&8'.G"DOOR HEIGHT ANCHOR TYPE SIZE SUBSTRATE EMBEDMENT DISTANCE MAX.O.C. MAX.O.C. Z SPACING AT SPACING AT JAMBS JAMBS NOTE: 2X WOOD BUCK NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X) ONLY. WOOD SCREW 7110 OR FRAMING 1.1/2" 3/4" 17.1/2" 17.1/4" ITW 1APCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17-1/2" 17-114" ELCO ULTRACON 1/4" CONCRETE/CMU 1-1/4"-CMU 1.3/8"-CONC. 1" NOTE: 17-1/2" 17-1/4" INACTIVE AND ACT ORIENTATION IS IN ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 1" 10" 14.3/8" B2 2-119 X 2 t/2"PFH SPO SCREWS DETAIL D2 2-;9 X 2 1!2"PFH TYP.HOPPE/GU PFi SCREWS MULTI-POINT SHOOT BOLT -� PLATE LOCATION y• DETAIL B2 (RH PLATE SHOWN) TYP.HOPPE/GU 1-BOTTOM SHOOT' D2 MULTI-POINT SHOOT BOLT BOLT ELATE PLATE LOCATION /A1 SILL SECTION VIEW �r HEAD SECTION VIEW 4 1/2"TYP. 4 1/2"TYP. 1 1/2"OFFSET Y m 3 0 J W m r W N a N m - 1 TYP.ANCHOR LAYOUT 3 PTIONAL SX DUCK IN CONCRETE/MASONRY !1 1/4"MIN.EMBED TYP. �L z oSEE TABLE , 2X BUCK ANCHOR TABLE u w o ___ _____�__ � •' p.'�•O`/ � 6'8"DOORS 811 - - - --------- -- ANCHOR MIN. MIN.EDGE MIN.CENTER ANCHOR TYPE 512E SUBSTRATE EMBEDMENT DIST.TO TO CENTER N SUBSTRATE DISTANCE MAX.O.C. N 0 0I "} SPACING AT SP L 2X WOOD BUCK INSTALL. JAMBS 2X WOOD BUCK ANCHOR PER BUCK ANCHOR TABLE ITW TAPCON 1/4" CONCRETE/CMU 1-1/4" 2-1/2" 4" 25" ELCOULTRACON 1/4" CONCRETE/CMU 1-3/R"-GONG. 1" 4" 25" (a)2X WOOD BUCK INSTALL. (a)2X WOOD BUCK INSTALL. 1-1/4"-CMU CROSS SECTION 3 SIDE VIEW NOTES: 1. 2X BUCK IS NOT FOR INSTALLATION AT SILL. 2. ANCHORS MAY BE STAGGERED AS SHOWN IN DETAIL 4/3. ZZ/ x/ li \\\ 11 INTERIOR EXTERIOR EXTERIOR INTERIOR INTERIOR EXTERIOR pr I-, ne A—L OPERABLE HEAD OPERABLE SILL OPERABLE SILL OUTSWING SHOWN INSWING SIMILAR '\,4 INSWING OUTSWING ENDURA ZAIL4565F AFCO 1-2297 11 EXTERIOR INTERIOR INTERIOR EXTERIOR 7 INTERIOR EXTERIOR womm U� OPERABLE ADA SILL_ OPERABLE SILL OPERABLE SILL INSWING/OUTSWING AFCO OUTSWING ENDURA HCISOOO A A-276/P-2000 OPTIONAL AFCO H-497 11 11 9 INTERIOR EXTERIOR 8 INTERIOR EXTERIOR 6 F to OPERABLE SILL 9 OPERABLE SILL OUTSWING OUTSWING OPTIONAL AFCO A-117 OPTIONAL ENDURA ZOBL4565F HINGE SCHEDULE HINGE DETAIL ATJAMB: PLACE H9 X 2-112"PFH SCREW NEXT 10 WEATHERSTRIP DOOR HEIGHT QUANTITY 3 3-08 X 1 112"PFH 1-REINFORCEMENT SHOOT STRIP 1819 INTERIOR INTERIOR 1Z N11 111K 1-49 X 2-112"PHILLIPS FLATHEAD WOOD SCREW 3-119 X 3/4"PHILLIPS FLATHEAD WOOD SCREWS EXTERIOR EXT ERIOR 4-H9 PHILLIPS FLATHEAD WOOD SCREWS 17 USE 3/4"LENGTH FOR 6'-8"DOORS USE 1"LENGTH FOR 8'-0"DOORS LOCK JAMB 3 HINGE JAMB 7 GU MULTI-POINT 1 OUTSWING SHOWN-INSWING SIMILAR l J OUTSWING SHOWN-INSWING SIMILAR 5 TOP/BOTTOM REINF.PLATE-ACTIVE F HOPPE 13-48 X 1 3/8"PFH(6'-8"UNITS) 15-#8 X 13/8"PFH(8'-0"UNITS) HOPPE COMES W/HARDWARE 9-99 X 1 3/4"PFH 3-#8 X 2"PFH GU 8-119 X 2 1/2"PFH W/HARDWARE W1 STRIKE HARDWARE 12-#8 X 1 1/2"PFH(G'-8"UNITS) W/STRIKE HARDWARE (6--8"&8'-0"UNITS) 1-MPL STRIKE PLATE 14-Y8 X 1 1/2"PFH(8'-0"UNITS) 4-MPL STRIKE PLATES GU 1 4-48 X 13/8"PFH 2-H9 X 5/8"PFH 21 1-REINFORCEMENT PLATE 20 W/STRIKE HARDWARE HOPPE H2512296 C, �p EXTERIOR EXTERIOR INTERIOR INTERIOR 11 11 rl MULTI-POINT LOCK JAMB 5 MULTI-POINT LOCK JAMB HOPPE MULTI-POIN OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR \5j TOP/BOTTOM REINF.PLATE-ACTIVE PP ROCKWELL HARDWARE HOPPE/GU HARDWARE --- --- - - -- - -- --- -- 1'-MAX. I"MAX. 1"MAX. - - - - ----- - -- ---1"MAX--- --- 3/4"AIRSPACE 3/4"AIRSPACE 3/4"AIRSPACE 3/4"AIRSPINTERIOR I I EXTERIOR INTERIOR I I EXTERIOR INTERIOR I I EXTERIOR NTERIOR I I EXTERIOR F 1/8"TEMPERED GLASS z TEMPERED GLASS z m 1/8"TEMPERED GLASS. z_ 1/8"TEMPI in 2 DOW 995 SILICONE SILICONE w< DOW 995 S BUTYL BUTYL �u DOW 995 SILICONE 00 m< BUTYL 22 22 l 23 li REDI-SEAL REDI-SEAL DOW 995 SILICOI 1 6'4' GLAZING DETAIL 2 8'4' GLAZING DETAIL 3 FLUSH GLAZE DETAIL 4 GLAZING DE 6 20 1/2"MAX.D.L.O.WIDTH 6 20 1/2"MAX.D.L.O.WIDTH 6 23 7/8"MAX.D.L.O.WIDTH 6 FOR OVAL,SUNBURST,AND 62 1/2"MAX.D.L.O.HEIGHT 78 1/2"MAX.D.L.O.HEIGHT 78 7/8"MAX.D.L.O.HEIGHT ONLY IN 6'8"UNITS AT DI 3/4"MAX. z 1/2"AIRSPACE gm o c EXTERIOR INTERIOR oJ o 1/8"TEMPERED GLASS BUTYL — 23%"OVERALL – f — 19%y"D.L.O. 24 SILICONE f REDI-SEAL �o �j 0 GLAZING DETAIL o "� 6 FOR HALF LITE VENT LITES J IN 6'8"UNITS ONLY NI m �O - J Q� 1 5 NOTE: 6 FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS 2X WOOD BUCK ry - ---MIN. WOOD ANCHOR _ EDGE DIST, z p f SEE TABLE ON SHEET 2 - -- SEE TABLE SHEET 2 SILICONE ow / g w 2X WOOD BUCK 0.25' - - MAX. O 2, SHIM `-2X WOOD BUCK WOOD ANCHOR MIN.EMBED. SEE TABLE ON SHEET 2 SEE TABLE SHEET 2 HEAD (TYPICAL) JAMB (TYPICAL) 3 OPERABLE SILL 7 J OUTSWING SHOWN-INSWING SIMILAR ` 7 J OUTSWING SHOWN-INSWING SIMILAR 7 INSWING-NO ANCHOR REQUIRED �•-/ ENDURA ZAIL4565F SILICONE SILICONE SILICONE 2X WOOD BUCK 2X WOOD BUCK 2X WOOD BUCK OPERABLE SILL OPERABLE SILL 7 OPERABLE SILL OUTSWING-NO ANCHOR REQUIRED 7 INSWING-NO ANCHOR REQUIRED 7 J OUTSWING-NO ANCHOR REQUIRED AFCO J-2297 AFCO A-276/P-2000 AFCO H-497 SILICONE ril ,.. r SILICONE SILICONE 2X WOOD BUCK 2X WOOD BUCK 2X WOOD BUCK OPERABLE SILL Q OPERABLE SILL OPERABLE ADA SILL 7 OUTSWING-NO ANCHOR REQUIRED \ 7 OUTSWING-NO ANCHOR REQUIRED INSWING/OUTSWING-NO ANCHOR REQUIRED AFCO A-117 ENDURA ZOBL4565F ENDURA HC15000 n OPTIONALLY.ANCHOR CAN BE PLACED IN NARROW OOD BUCK MIN. W 1X (OPTIONAL) SILICONE - - ---- --- _- _----- SEE TABLE SHEET 2 -- -- 4 ---•-- -- - z_oJ CONCRETE ANCHOR SEE TABLE ON SHEET 2 [ f, w 1 \ w .. •• n `CONCRETE/ n MASONRY ' BY OTHERS / 1pCONCRETE/ w / MASONRY p %1X WOOD BUCK BY OTHERS / // /// (OPTIONAL) ; 0.25" a e. MAX. 0 2 v=i � SHIM CONCRETE ANCHOR CONCRETE/MASONRY BY OTHERS SEE TABLE ON SHEET 2 MIN.EMBED. SEE TABLE SHEET 2 HEAD (TYPICAL) JAMB (TYPICAL) 3 OPERABLE SILL Q J OUTSWING SHOWN-INSWING SIMILAR ` Q J OUTSWING SHOWN-INSWING SIMILAR g INSWING-NO ANCHOR REQUIRED ENDURA ZAIL4565F SILICONE SILICONE SILICONE - - - - -- - -- Q� d d d d d d d d d V \,-CONCRETE/ 4 a a `CONCRETE/ v C CONCRETE/ CONCRETE/ MASONRY MASONRY MASONRY BY OTHERS BY OTHERS BY OTHERS 4 OPERABLE SILL OPERABLE SILL OPERABLE SILL 8 OUTSWING-NO ANCHOR REQUIRED 8 INSWING-NO ANCHOR REQUIRED 8 OUTSWING-NO ANCHOR REQUIRED AFCO J-2297 AFCO A-276/P-2000 AFCO H-497 SILICONEi' _ "' SILICONE SILICONE d d V d d V d d d d d V V 4 \ V \ CONCRETE/ CONCRETE/ -CONCRET MA5ONRY MASONRY a — MASONR' BY OTHERS By OTHERS 8 OPERABLE SILL 9 OPERABLE SILL BYorHEF � OPERABLE SILL 8 OUTSWING-NO ANCHOR REQUIRED 8 OUTSWING-NO ANCHOR REQUIRED 8 OUTSWING/INSWING-NO ANCHOR REQUIRED AFCO A-117 ENDURA ZOBL4565F ENDURA HC15000 ADA r">nPTIn NAI I V Aw I-if1R fAN RF PI Arm IN NARROW J BILL OF MATERIALS ITEM4 DESCRIPTION MATERIAL FINGER-JOINTED PINE O FRAME HEAD/JAMBS ENDURAZAIL4565F SOLID PINE VARIES,SEE BOM ABOVE THRESHOLD 1___ ___ _ .___ ____ERAME_HEAD/JAMB5,_ ----LAMINATED=VENEER ---- --- LUMBER — COMPOSITE 2 (NOT USED) I 4.563" - 4,56" 3 (NOT USED) 4 ENDURA ZAIL4565F THRESHOLD 5 AFCO J-2297 THRESHOLD 6 AFCO A-276/P-2000 THRESHOLD 7 AFCO H-497 THRESHOLD 8 AFCO A-117 THRESHOLD 9 ENDURA ZCBL4565F THRESHOLD O AFCO J-2297 AFCO A-276/P-2000 10 ENDURA HCI5000 ADA THRESHOLD THRESHOLD 4 THRESHOLD 11 WEATHERSTRIP URETHANE FOAM& POLYETHYLENE m 12 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE _ 13 ODL LIPLITE KIT(RADIUS LITES) HP POLYPRO./PC ABS I 5.62" I 4.57" 14 (NOT USED) 15 410 WOOD INSTALLATION SCREW W/1 1/2"MIN.EMBEDMENT STEEL 16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL 17 BUTT HINGE(SEE SCHEDULE SHEET 5) STEEL 18 KWIKSET LOCK SERIES 400 STEEL 19 KWIKSET DEADBOLT SERIES 780 STEEL 20 ROCKWELL MULTI-POINT TONGUE LATCH 4 73228768 6-8 UNIT STEEL ROCKWELL MULTI-POINT TONGUE LATCH 4732287808-0 UNIT AFCO H-497 THRESHOLD O AFCO A-117 THRESHOLD 21 HOPPE MULI-POINT HARDWARE HLS9000 STEEL 22 ODL LIPLITE KIT(NI) HP POLYPRO./PC ABS u ( L zJ 23 FLUSH GLAZING LEG FIBERGLASS 24 ODL LIPLITE KIT(VENT LITES) HP POLYPROPYLENE c� 4.58" 25 HOPPE MULI POINT HEAD SHOOT BOLT PLATE LII 48784091 STEEL 4'62 26 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH 48783923 STEEL 27 GU SECURY S-BOLT MULTI POINT STEEL 90ENDURAZOBL4565F ENDURA HC15000 ADA THRESHOLD 10 THRESHOLD r7F 71,72. �_ 1 11, �- ' I o 5.00" - 4.56" o 20 ROCKWELL MULT-POINT LOCK 21 HOPPE MULT-POINT LOCK 27 GUSECURY S-BOLT MULTI PON W/SILL SHOOT BOLT PLATE 42098911 o 0 0@00 0 " 6 0 HANDLE 60b Foo—c o 0 HEIGHT 0 0 coo ill 0 0 am O 0 10 00 0 C, 0 0 0 PC:) HANDLE n 10 HANDLE HEIGHT HEIGHT C=)=0 L 0 0 0 0 073 T C) oo ro_0 _1 op op ® 0.63" 398 East Dania Bead Blvd. BUILD NG DROPS A Perfect Solution in Every Drop! Dania Beach,FL 33004 954.399.8478 PH_ certificate of Authorization:29578 - - -954.744.4738 FX - - - ---- —— — - - contcxt@buildir)gdrops.com ProdUc t- Evaluation Report of J ELD-WEN, i nc. Design Pro/ Smooth Pro Fi bergl ass Non-Impact Glazed Doors For use in the High Velocity Hurricane Zone(HVHZ) for Florida Product Approval Report leo. 4430.1 Current Florida Building Code M et hod: 1- D(Eng neering Eval uation) Category: Exterior Doors Sub- Category: Swinging Exterior Door Assemblies Product: Design Pro/ Smooth Pro Fiberglass Non-Impact Glazed Doors For use in the High Velodty Hurricane Zone Material: Fiberglass Product Dimensions: 3'-0"X6'-8"(Nominal) - 3'-0"X 8'-0"(Nominal) Prepared for: "` a. _v i �I �>, �_ i',. .-{, I�{i{ �� Q'\�'`•'' �` Prepared by: �� �`G� � Po N /.7377 ' Florida Professional B-4 neer#73778 = o STATE OF Date:11/15/2017 :�0 ' FL OIRTd� �� Contents: %��` '' •.....• '' G����� Evaluation Peport Pages 1-4 -/0NN- Hem �f WW P.E BU LDI NG DROPS A Perfiect Solution in Every Drop! Date: 11/15/2017 ' certificate ofAuthorization:29578 Report No: 4430.1 Manufacturer: JELD-WEN,inc. Product Category: Exterior Doors Product Sub-Category; Swinging Door Asserrblies Comp)i ance Method: State Product Approval(1)(d) Product Name: Design Pro/ Smooth Pro Fiberglass Non-Impact Glazed Doors For use in the High Velocity Hurricane Zone(HVHZ) 3-0"X6-8"(Nominal) 3-0"X8'-0"(Nominal) Snipe: This is a Product Evaluation Report issued by Hemres F.Norero,P.E(FL#73778)fort BLD-WEN inc based on Method ld of the Florida Department of Business and Professional Regulation -Florida Building Comn issi on. Hems 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 i mol ved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Gode. See Installation InstructionsA010862,signed and sealed by Hermes F.Norero,RE(FL#73778)for specific use parameters. Li mi is of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, - - --_-including[he"High VelodCj Hurricane Ebne"(HVHQ). 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 requiringwind borne debris protection this product complies with Chapter 16 of the current Florida Building Code and does require an impact resistant coveri ng. 4. Site conditions that deviate from the details of drawi ng A010862 require further er-oneering analysis by a licensed engineer or registered architect. 5. See Installation Instructions A010862 for size and design pressure limitations. Hermes F.Norero,P.E Florida No.73778 Page 2 of 4 BU LDI NG DROPS 0^"\ A Perfect Solution in Every Drop! Date: 11/15/2017 GetificateofAuthorization:29578 Report No: 4430.1 Quality Assurance Entity: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturi ng under a Certification Agency through National Accreditation&Management Institute(FBCOrganization#QUA1789) Performance Standards: The product described herein has been tested per: • TAS 202-94 Referenced Data: 1. Product Testing perfomned by National Certified Testing Laboratories (FBCOrganization#TS 1589) Report# Report Date: NCTL-210-3916-02 10/10/13 NC1L--210-3918.03 10/12113 NCFL-210.3918.02 10/12113 NCTL--210.3924-01 12/18113 NCTL-210-3925.03 02,(07/14 NCFL--210-3916.02 10/10/13 NCTL-210-3916-02 w/addendum 06/10114 NCTL-210-3930-01 02/24(14 NCTL-210-3930.02 ON 10/14 AI I reports signed and sealed by Gerard J.Ferrara,FL P.E No 11985 Report# Report Date: 9W2013-246 12117/13 SJ W2013-251 12/23/13 9W2013-252 12/2-:V13 SJ W2013-253 12/23113 -9W2014-032 04/22/14 9W2014-073 06/26/14 -9W2014-077 06/27/14 9W2014-072 06/27/14 SJ W2014-030 07/ON 14 AI I reports signed and sealed by Robert H.Zeiders,P.E Report# Report Date. SJ W2013-194 w/addendum 06/10/14 All reports signed and sealed by Kevin P.Tyra,P.E Report# Report Date: 9W201&006 02/22116 All reports signed and sealed by Harold E Rupp,FL RE No 15935 Hern-es F.Norero,P.E Florida No.73778 Page 3 of 4 BU LDI NG DROPS A Perfect Solution in Every Drop! Date: 11/15/2017 Certificate ofAuthorization:29578 Report No: 4430.1 2. Quality Assurance Entity National Accreditation&Management Institute (FBCOrganization 4QUA1789) 3. Component Material Testing of Dyiite Epandable Polystyrene by I ntertek Testi ng Services NA,I nc. ASTM E84 Report#.31137269AT--001 R1 Report Date:0N13/09 4. Con-ponent Matedal Testing of Fiberglass SMC Skin Bement M ated als Technol ogy ASTM D635,ASTM D638,ASTM D1929,ASTM D2843,ASTM G155 Report#.ESP010982P Report Date:02/26/13 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by(2X)wood bud<substrate(Min.SG=0.55),use 440 Wood Screw type ins[hl IaDon anchors of suffiaerflleno m achieve a minimum embe0men0of 1.50"i r[b the wood substrate. B. For concrete(M in,f'c=3000 psi)or masonry(Conforrrs to ASTM C90)substrate where one by(M,non-structural,wood bucld ng is employed,use 3/16"diameter ITO Tap= or 114'Bco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"ing)concrel or masonry. C For concrete(M in.f'c=3000 psi)or masonry(Confonns to ASTM C90)substrate where wood buclang is NOT employed,use-V16"diameter ITO Tapcon or'/3'Elco Ultracon type concrete screw anchors of sufficient length to achieve n i nimum embedment of L25"iA concrelor masonry. Refer to Installation Instructions(A010862)for anchor spacing and more details of the installation requi rements. Design Pressure: Refer to Installation Instructions(A010862)for design pressures based on size&configuration of door units. Hermes F.Norero,P.E Florida No.73778 Page 4 of 4