The URL can be used to link to this page

Home My WebLink AboutProduct Approval; Swinging Exterior Door AssembliesFlorida Building Code Online Page 1 of 5 BCIS Home I Log In Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory FL6729 New 2004 Approved Plastpro Inc. / Nanya Plastics Corp. 9 Peach Tree Hill Road Livingston, NJ 07039 (440) 969-9773 ext 16 RonOConnell@plastproinc.com Ron O'Connell RonOConnell@plastproinc.com Exterior Doors Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architec Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name Wendell W. Haney who developed the Evaluation Report Florida License PE-54158 http://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDqu%2fZKk75OiZM 3kzuENO... 12/20/2007 NAN YA PLASTICS CORP. PLASTPRO INC. 9 PEACH TREE HILL ROAD LIVINGSTON, NEW JERSEY 07039 PH:800-779-0561 FAX:973-758-4001 DISTINCTION SERIES 6 0 6 8 FLUSH GLAZED FIBERGLASS DOOR WITH SIDELITES INSWING / OUTSWING "NON -IMPACT" GENERAL NOTES 1. THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH THE 2004 FLORIDA BUILDING CODE EXCLUDING THE "HIGH VELOCITY HURRICANE ZONE". 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS_ ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. WHEN USED IN AREAS REQUIRING WIND-BORNE DEBRIS PROTECTION THIS PRODUCT IS REQUIRED TO BE PROTECTED WITH AN IMPACT RESISTANT COVERING THAT COMPLIES WITH SEC71ON 1609.1.4 OF THE FLORIDA BUILDING CODE. 4. FOR 2X STUD FRAMING CONSTRUCTION, ANCHORING OF THESE UNITS SHALL BE THE SAME AS THAT SHOWN FOR 2X BUCK MASONRY CONSTRUCTION. 5. CONDITIONS NOT COVERED BY THIS DRAWING ARE SUBJECT TO FURTHER ENGINEERING ANALYSIS. 149.00- MAX. O.A. FRAME WIDTH 37.50" MAX. 74.00" MAX. FRAME WIDTH FRAME WIDTH 35.75" MAX. 36.375" MAX. PANEL W/O PANEL WITH ASTRAGAL WIDTH ASTRAGAL WIDTH Ww __ J �z Q 6 0 6 X n TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS, DESIGN PRESSURES & GENERAL NOTES 2 HORIZONTAL & VERTICAL CROSS SECTION 3 VERTICAL CROSS SECTIONS --4- BUCK &-FRAME.ANCHORING-_. 5 ASTRAGAL DETAILS & GLAZING DETAIL 6 BILL OF MATERIALS & COMPONENTS f DOUBLE DOOR WITH SIDELITES 15.25" MAX. FRAME WIDTH z ZW N� �Z O mz z� W~ J QV' T �I Z'3 0y CJo p a � F W a a a Ll ]]Tl� OVERALL DOOR SIDEUTE DESIGN PRESSURE (PSF) MAX. FRAME MAX. D.L.O. MAX. D.L.O. POSITIVE NEGATIVE TYPE DIMENSION DIMENSION DIMENSION GLASS TYPE 14-9.00" 26.25" 7.00" INSWING x x x 1/8" TEMPERED +50.0 -50.0 81.81" 65.93" 65.93" - AIR - 149.00" 26_25" 7.00" - O- UTSWING x x x 1/8" TEMPERED - +50.0 -50.0 80.75" 65.93" 65.93" SCALE: N.T.S. DWG. Br. EW CHK EM WWH DRAWING NO.. FL-991 SHEEP I OF 6 Z z N Z N F- L NOTE 1. AS NOTED IN THE TEST REPORT ASTRAGAL WAS ATTACHED TO THE INACTIVE LEAF WITH (10) #8 X Y PSH SMS AND (4) #10 X 2.5" PFH SMS FOR ALL 6'-8" (OUTSWING). ASTRAGAL WAS ATTACHED TO THE INACTIVE LEAF WITH (9) #8 X 3" PSH SMS AND (4) #10 X 2.5" PFH SMS FOR ALL 6'-8" (INSWING). 72 9 19 31 8 8 20 -------------------J 2 OUTSWING CONFIGURATIONv 2-1/2" MIN. 2-1/2" MIN. FROM EDGE FROM EDGE (TYP.) (TYP.) INTERIOR r � VERTICAL CROSS SECTION 2 SHOWN W 1X SUB —BUCK SUBSTITUTING CONCRETE SCREWS FOR SCREWS PER SECTION 1714.5.4.2 OF THE FLORIDA BUILDING CODE. EXTERIOR scALE N.T.S. ml M. BY. EW m CHK. BY: WWH 3 DRAWING NO.: m FL-991 a° sHm 2 OF 6 N a 2" MIN. 2" MIN. DM EDGE FROM ED( (TYP.) _. ... (TV.) 2i T— �m W I w ¢(L �En �En 1 VERTICAL CROSS SECTION 3 INSWING CONFIGURATION 2" MIN. 2" MIN. ZOM EDGE FROM ED( EXTERIOR 1 VERTICAL CROSS SECTION 3 OUTSWING CONFIGURATION 2" MIN. 2" MIN. ROM EDGE FROM EDGE (TYP.) (TYP.) 1 2. �a 12 w \m < 38 a w °' SEE NOTE 4 \_ SHEET 4 INTERIOR I EXTERIOR 38 14 IL 23 7 \\ 3C6 w 7 Cd w / L 1 VERTICAL CROSS SECTION 3 OUTSWING (SIDELITE) YI 0 n m-= Z J12' >� d a �a�df• 3 o g uE �� ; b c� z �3 sP 0 En mZ C]W U En m � U > >o� o EXTERIOR INTERIOR o �o SCALE: N.T.S. A : , DWG. BY: EW m � .. CHK BY: WWH 3 / 3 1 VERTICAL CROSS SECTION DRAWING NO.:10 1 099 3 INSWING (SIDELITE) FL—0 SHEET 3 OF-6 0 2X BUCK MASONRY OPENING 3" 3" 3" 7 TT III III III III 5 III I11 III III III TYP. HEAD & III III JAMBS III SEE NOTE 1 5 III EaD & III JAMBSI I I III III SEE NOTE 1 III III III III III MULLION SHOWN III III III III III III III III FOR REF. ONLY III II III III III III III 2X BUCK ANCHORING 2X BUCK FRAME X � Iw- z n� v MASON m z OPENI m O 6 24 6 DETAIL 1 4.5" 4 5" 4 4.5" 4.5" TT I r 11 SEE DETAIL 1 i0 6 W/2X BUCK X D INSTALLATION 33 ¢ � 32 W/1 X BUCK o i INSTALLATION N _ TYP. HEAD & JAMBS EO SEE NOTE 3 M 23 OUTSWING RY SEE NOTE 2 JG 7 INSWING SEE NOTE 2 SILL SEE DETAILS 2A&2B FRAME ANCHORING SEE 7 NOTE 2 SEE NOTE 2 23 7 NOTE 2 24 23 SEE 24 NOTE 2 w pETAIL 2A DETAIL 2B INSWING CONFIGURATION OUTSWING CONFIGURATION 0 < NOTES: 31 8 1. 3/16" TAPCONS REQUIRE A MINIMUM 2" CLEARANCE TO MASONRY EDGES AND A MINIMUM 2-1/4" CLEARANCE TO 8 31 ADJACENT TAPCONS. 31 8 2. 1/4" TAPCONS REQUIRE A MINIMUM 2-1/2" CLEARANCE TO MASONRY EDGES AND A MINIMUM 3" CLEARANCE TO ADJACENT TAPCONS. 8 31 3. WHEN ANCHORING DOOR FRAME UTILIZING A 1X BUCK THEN ITEM #6 IS SUBSTITUTED WITH ITEM #32 (1/4" X HINGE DETAIL 3-3/4" ELCO ANCHOR). THE QUANTITY AND SPACING OF ANCHORS DOES NOT CHANGE. SEE NOTE 2. HINGES (3) LOCATED @ 9.68"; 4. SIDEUTE PANEL SECURED TO THE SIDELITE FRAME WITH (4) OF ITEM #38 LOCATED 10", 30.5", 51" AND 71.5" FROM 39.68" AND 69.68" FROM TOP THE TOP OF EACH JAMB AND (2) OF ITEM #38 IN THE HEAD AND SILL 3" FROM EACH END. OF FRAME TO CENTER LINE OF HINGE. tL tL e V_ � o 13 n � no 13 ICI STRIKE PLATE DETAIL DnTE: US/LU/U6 SCN.E: N.T.S. Dwc. BY: EW DRAWING NO.: FL-99 7 SHEEP 4 OF DEAD BOLT LATCH V (THRU HOLE) (BLIND HOLE) % 0 0 " o e > » G ii RRm ' . m IN 0 a o o Z $ ALUMINUM ASTRAGAL 34 BY ENDURA PRODUCTS z �3 . 34 34A o o o 1 1.625" 1.625" mz GO Wr �¢ ¢f, 00 �i w 34cn l�3 oo �o Of ¢ 1.750" Of a ��OP BOLT RETAINER �1 BOTTOM BOLT RETAINER m ALUMINUM ASTRAGAL ASSEMBLY MAIL• HDPE LENGTH: 4 314" MAIL ALUMINUM LENGTH: 9 314" BY ENDURA PRODUCTS 1/2" GLASS u) o BITE 30 5/8" NOM. '^ 29 GLASS THK. n I 1/8" TEMP. n GLASS to `O N 19.625' A ( V� o 1 AIR SPACE w z Q } I 40 1/8" TEMP. Z Z 1.750" 35 GLASS DATE: 03120106 i scAm- N.T.S. o 34 ALUMINUM ASTRAGAL SLIDE BOLT ROD BY: DWGBY EW m' ENDURA PRODUCTS STEEL GLAZING DETAIL _ ' cmay.. cm WWH 3 DRAWING NO- FL-991 N 0 sHEEf 5 OF 6 lo ITEM DESCRIPTION MATERIAL 1 MASONRY CONC. 2 IX BUCK WOOD 3 2X BUCK WOOD 4 1 4" MAX. SHIM SPACE WOOD 5 3 16" x 2-3 4" TAPCON STEEL 6 P0 x 2-1/2' PFH WOOD SCREW STEEL 7 1 4" x 2-1 4" TAPCON STEEL 8 9 x 3 4' PFH WOOD SCREW STEEL 9 DOOR SKIN MIN. 0.075" THICK FIBERGLASS 10 VINYL DOOR BOTTOM SWEEP 3647 BY HOLM IND. VINYL 11 LOCK REINFORCEMENT WOOD 12 FINGER JOINTED . PINE FRAME, HEAD & JAMBS WOOD 13 9 x 2-1 4" PHILUPS FLAT HEAD WOOD SCREW STEEL 14 DOOR & SIDEUTE BOTTOM RAIL FOAM PVC 15 INSWING ADJUSTABLE THRESHOLD BY ENDURA AL/WOOD 15A INSWING ADJUSTABLE ALUMINUM THRESHOLD BY OLP AL/WOOD 16 COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM 17 KWIKSET KEYED ENTRY GRADE 2 STEEL 18 KWIKSET DE40BOLT GRADE 2 STEEL 19 HINGE LATCH & SIDELITE STILE REINFORCEMENT WOOD 20 POLYURETHANE FOAM BY NANYA FOAM 21 4" x 4" BUTT HINGE STEEL 22 118 x 3" PHILUPS SQUARE HEAD SMS STEEL 23 1 1 4' x 2-3 4" TAPCON STEEL 24 FLUSH BOLT STRIKE PLATE STEEL 25 DOOR & SIDELITE TOP RAIL FOAM PVC 26 HINGE, LATCH & SIDELITE STILE FOAM PVC 27 STRIKE PLATE STEEL 28 OUTSWING BUMP THRESHOLD ALUM. 29 ASS 11" (TEMPERED. NSULATEDG 8AIR - 1/8" TEMPERED GLASS 30 GLAZING BEAD - 31 19 x 3=1 2' PFH WOOD SCREW STEEL 32 1 4" x 3-3 4" TAPCON STEEL 33 #10 x 2' PFH SCREW STEEL 34 ASTRAGAL BY ENDURA ALUM. 34AI BOLT RETAINER - 34B SLIDE BOLT ROD STEEL 35 GLAZING COMPOUND DOW 995 SILICONE 36 SEALANT SILICONE 37 SHOE MOLD 5 8' X 318 WOOD 38 J8 x 2' PFH SCREW STEEL 39 INSWING SIDELITE SPACER PVC 40 GLAZING SPACER ALUM. 41 JIO x 2-1 2' PFH SMS STEEL N �- 187" I 1.187" f- .812„ T rnLq ® _ rn r7 U7 25 DOOR & SIDELITE TOP RAIL 16 WEATHER STRIP 11 LOCK REINFORCEMENT 79 HINGE, LATCH &SIDELITE FOAM PVC WOOD STILE REINFORCEMEN7 Ij �\ DOOR & SIDELITE BOTTOM RAIL 1.218" o rn U) �n n T— t HINGE; LATCH &- SIDELITE STILE 5.625" in n n �� ADJUSTABLE INSWING SILL �� ADJUSTABLE INSWING SILL 0 N 'f � � .875" 1 T- 81 DOOR BOTTOM SWEEP o 2.375" Sj mz -d cq �z W'W- �1 SIDELITE SPACER �o N o� a 0 m ¢ 0 L" 4.562" `4 0 U" N �1 OUTSWING BUMP THRESHOLD o Lo 4.562" � ^. 2.437" JAMB 12 one 03126A Scv.E: N.T.S. DWG. -BY: EW aix ... WWI DRAWING NO.: FL-991 SHEET _jL OF_!