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1852 SEA OATS DR RES23-0076 Door Masonite FL8228_R2_II_Anchor Details 80 Opaquet SIDE -HINGED FIBERGLASS DOOR UNIT 8'-0" DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 1 EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED ON PANELS WITH NON -IMPACT GLASS. 4 POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. POLYSTYRENE CORE FLAME SPREAD INDEX OF 15 AND SMOKE DEVELOPED INDEX OF 115 PER ASTM E84. 5. PLASTICS TESTING OF FIBERGLASS FACING - TEST DESCRIPTION DESIGNATION RF5111 T 6, PLASTICS TESTING OF LITE FRAME MATERIAL, TEST DESCRIPTION DESIGNATION RFSI11 T SELF IGNITION TEMP SELF IGNITION TEMP ASTM D1929 803 '1= > 650 'F ASTM RATE OF BURNING ASTM D635 0.79 IN/MIN D2843 SMOKE DENSITY ASTM 02843 48.9'... -7.48% DIFF TENSILE STRENGTH* ASTM D638 -7.3% DIFF 6, PLASTICS TESTING OF LITE FRAME MATERIAL, TEST DESCRIPTION DESIGNATION RFSI11 T SELF IGNITION TEMP ASTM D1929 680 'F > 650 'F RATE OF BURNING ASTM D635 1.10 IN/MIN SMOKE DENSITY ASTM D2843 69.6% TENSILE STRENGTH* ASTM D638 -7.48% DIFF * COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 SINGLE DOOR UNIT DOUBLE DOOR UNIT TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS SINGLE DOOR UNIT WITH SIDELITE 149" MAX. OVERALL FRAME WIDTH 21 " MAX 36.375" MAX. D.L.O. PANEL WIDTH 37.5" MAX. IN/ASTRAGAL FRAME WIDTH DESIGN PRESSURE RATING IL11 IFII 11-11 L11 CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING OUTSWING* X 37.5" +70.0 -70.0 +70.0 -70.0 +19.0 -19.0 +70.0 -70.0 +7fl.0 -70.0 XX SINGLE DOOR UNIT WITH SIDELITE a F-4 DOUBLE DOOR UNIT W SIDELITES AddeldlxntohiA l C .ftil'icb l k. q d O Reviewed By. Date Rev' VZ --�� SINGLE DOOR UNIT WSIDELITES DOUBLE DOOR UNIT W SID,ELITES HATE: 1/5/07 SCALE: N.T.S. DWG. BY: SINS CHK. BY: DRAWING NO.: DWG-MA-FLO161-0 r reign uam inresnoia uesign I SHEET 1 OF 3 DESIGN PRESSURE RATING WHERE WATER REQUIRED TO INFILTRATION PERFORMANCE IS BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING OUTSWING* X 37.5" +70.0 -70.0 +70.0 -70.0 +19.0 -19.0 +70.0 -70.0 +7fl.0 -70.0 XX 74 +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 OX or XO 75' +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 40.0 +55.0 -50.5 OXO 112.5 +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 -4Q0 +55.0 -50.5 OXXO 149 +50.5 -50.5 +55.0 -50.5 +19A -19.0 +40.0 -40.0 +55.0 -50.5 HATE: 1/5/07 SCALE: N.T.S. DWG. BY: SINS CHK. BY: DRAWING NO.: DWG-MA-FLO161-0 r reign uam inresnoia uesign I SHEET 1 OF 3 DETAIL "D" SEE DE ,c» 6" SEE DETAIL 6" 3 »E" 0 I 3�� 3" �� 3" T - 3» I I I I 6„ 6„ 6„ o N I I 1 f w 6„ z4 DOW 832 OR EQUAL Q o_ 3" cn co > TYPICAL SEE DET J U o_ »D„ Oaf a w c� d w w w a o 8 IL 8 8 U 6„ 6" 6„ 3„ 6„ I 1 1 I 3„ 3» 3„ 3„ 3.�__ft 3„ 6" SEE DETAIL7 _ 6" "F" #8 x 2-112" Adk)6ml°NAM! ASTRAGAL RETAINER BOLT HOLE #10 x 2" lsiliCcIBT. N---T-ae 2CO MUST BE DRILLED THROUGH Re�a"„ THE THRESHOLD & INTO THE #8 x 2-1/2" DeeR � � DETAIL E ASTRAGAL STRUCTURE DEEP ENOUGH #10 x 5/8" ATTACH ASTRAGAL RETAINER BOLT FOR A 1.375" THROW #10 x 1-3/4" STRIKE PLATE TO FRAME #8 x 2-1/2" #10 x 2 _ AS SHOWN. DETAIL "F" ASTRAGAL f co SEE DETAIL »c„ #10 x 5/8 DETAIL "C" 0.962" ; 1..375» T T INSWING THRESHOLD OUTSWING THRESHOLD 1 0 x 3/4 0.124" ANNEALED 0.090" SAFEX IIID 0.124" ANNEALED I 1:75" E��047" I HIGH DAM 0 S THRESHOLD - fvOD4. DOW 832 OR EQUAL -DECORATIVE INSERT (OPTIONAL) .0124" TEMP EXTERIOR •V v INTERIOR TYPICAL GLAZING DETAIL IMPACT RATED GLASS DOW 832 OR EQUAL DOW 832 OR EQUAL to o N #6 X 1-1/2" PHS w h z4 DOW 832 OR EQUAL Q o_ • .s roe° cn EXTERIOR > TYPICAL SEE DET J »D„ Oaf a d w o U f co SEE DETAIL »c„ #10 x 5/8 DETAIL "C" 0.962" ; 1..375» T T INSWING THRESHOLD OUTSWING THRESHOLD 1 0 x 3/4 0.124" ANNEALED 0.090" SAFEX IIID 0.124" ANNEALED I 1:75" E��047" I HIGH DAM 0 S THRESHOLD - fvOD4. DOW 832 OR EQUAL -DECORATIVE INSERT (OPTIONAL) .0124" TEMP EXTERIOR •V v INTERIOR TYPICAL GLAZING DETAIL IMPACT RATED GLASS DOW 832 OR EQUAL DOW 832 OR EQUAL o a� o #6 X 1-1/2" PHS 'u eg p�__9�• z4 DOW 832 OR EQUAL Q O� • .s roe° EXTERIOR IN ERIOR TYPICAL GLAZING DETAIL NON—IMPACT GLASS w o a� o 'u z4 at �o Q O� �oCl C�3 w °O O Oaf a N DATE: 1/5/07 SCALE: N. T, S. DWG. BY: 5ws CHK. BY: DRAWING NO.: DWG -MA -F10161-07 SHEET 2 OF 3 SEE DETAIL "C" SHT. 2 SEE DETAIL "E" SHT. 2 6„ � 6,. 3> 3, - 3f, 3' !1 11 6„ 6„ — G- 6" Il 6" II „ „ 3 3„ 3 Q w I-- , i 6 --1 SEE DETAIL T" SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY HAROLD E. RUPP, PE (FLORIDA #15935) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. F MSN ,. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. �n N w 0711 �f 6 3,. 3'>6., SEE DETAIL < "D" SHT. 2 ty w r� p 0 J C — 6» 6» 3" 3" 1 a. KWIKSET MAXIMUM SECURITY SERIES GRADE 2 4 O — f AT 5-1/2" CENTERLINE MINIMUM WITH 8" GRADE 1 co (ANSI/BHMA A156.16) SURFACE BOLTS INSTALLED Q w ON LATCH SIDE OF ACTIVE DOOR PANEL — (1) AT TOP Z Q AND (1) AT BOTTOM. 2. 14" — LdA 0 d Ln S 0 J w O :z w cr 0 0 � CL 8 a a_ B _ 1 II 3" 3" 6" 6" � �i I• IL- 3„ -� I — 125" MAX SHIM TYPICAL ANCHOR INSTALLATION 4-9/16" MIN JAMB IL 3" 6" HARDWARE SCHEDULE 3 I� 3„ I 6" 1. KWIKSET MAXIMUM SECURITY SERIES GRADE 2 CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 10-1/2" CENTERLINE 1 a. KWIKSET MAXIMUM SECURITY SERIES GRADE 2 4 O CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED co AT 5-1/2" CENTERLINE MINIMUM WITH 8" GRADE 1 co (ANSI/BHMA A156.16) SURFACE BOLTS INSTALLED Q w ON LATCH SIDE OF ACTIVE DOOR PANEL — (1) AT TOP Z Q AND (1) AT BOTTOM. 2. 14" X 4" FULL MORTISE BUTT HINGES. Add M= to NAMI Ca fx6mNo.: C36 9aD Reviewed By. Date R ' /0 U 8 O 4 O co 8 co Q w W Z Q o QCh O S 0 O :z 0 � CL a a_ DATE: 1/5/0 7 SCALE: N. T. S. DWG. BY: sws CHK. BY: DRAWING NO.: DWG-MA-FL0161-07 SHEET 3 OF 3