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DANSCO ENGINEERING, LLC - - I -- - 3400 P.O. BOX 149' Max OVERALL FRaME wroM co �° 149' MAXOVERA L fRAIIE IMIDM a Lo Apollo Beach, Florida 33572 R� .- Phone: 813.645.0166 21 " MAX 36 375" MAX. U O ONO 21 " MAX 36 375" MAX. `••' - C J Fax: 813.645.9698 SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT D.L.O - 37.5" Max. ¢ rr N SIDE -HINGED FIBERGLASS DOOR UNIT D L o - -, PANEL WI01H +- PANEL WIDTH 37.5" Max. Q rr N www.danscoen inee6n com W-8' DOUBLE DOOR WITH / WITHOUT SIDEL TES FRAME WDTH -"' W U 6'-8" DOUBLE DOOR WITH / WITHOUT StDELITES FRAME WIDTH o W CA 25948 9 9 W/ASTRAGAL p W/ASTRA.GAL GENERAL NOTES cc Q G EVALUATED OR USE IN LOCATIONS ADHERING TO L.LI F- F OC Q 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO ® ® ® H Ci_ W THE FLORIDA BU:DING CODE AND WHERE PRESSURE Z THE REQUIREMENTS BUILDING CODE AND WHERE PRESSURE r-555111 Z ri REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM REQUIREMENTS AS DETERMINED 9Y ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, I5 H O O ! DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, kJ O O DOES NOT EXCEED THE DESIGN PRESSURES LISTED 2 J '� DOGS NOT EXCEED THE DESIGN PRESSURES LISTED O J 2 HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON I ^ Q ; 2 HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REOU:RED. OPAQUE PANELS. BUT IS REQUIRED ON GLAZED SIDE -TIES i X _ 1 3. POLYURETHANE CORE FUME SPREAD INDEX OF 50 r ¢ O Q S? 1 L% AND SMOKE DEVELOPED INDEX OF 50 PER ASTM E84. _ I 3 POLYURETHANE CORE =LAME SPREAD INDEX OF SC s _ "� _ POLYSTYRENE CORE FUME SPREAD INDEX OF 75 x J W U I , AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E&= W AND SMOKE DEVELOPED INDEX OF 115 PER ASTM E84 o jI CD 0 4 PLASTICS TESTING OF LITE FRAME MATERIAL: z i A. PLASTICS TESTING OF flBERClA55 FACING: ¢ � Cd Ln TEST DESCRIPTION DESIGNATION RESULT a t TEST DESCRIPTION DESIGNATION __RESU_LT '` u SELF IGNITION TEMP ASTM D7929 680 'F > 650 'T '' I 1! SELF IGNITION TEMP ASTM 01929 �111 'F > 650 'F '. t RATE OF BURNING ASTM 0635 1.10 W M N lip L RATE OF BURNING ASTM 0635 79 IN MIN I. Z SMOKE DENSITY ASTM D2843 69.B% } R SMOKE DENSITY ASTM 0280.1 8.9XOTENSILE STRENGTH• ASTM D638 -7.48X Dn'F m m„ TENSILE STRENGTH• ASTM -Ofi387.3X DIFF 77SLL iV{f i g 1 ' COMPARATIVE TENSILE STRENGTH AFTER WLAMER11,G ' X�' 5 PLASTICS TESTING OF LITE FRAME MATERIAL l uvS� 3 I I `M _ -L W Y��rr1 I Q -� iD Y 4500 HOURS XENON ARC METHOD I E; a iv TFST DESCRIPTION DESIGNATION RESULT Q Li a m fr1 •• e j SELF IGNITION TEMP ASTM C1929 680 'F > 650 'F L $ r 'tl [V ix g O ! RATE OF BURNING ASTM D635 '.10 ;N MIN j p Cn Q J O I SMOKE DENSITY ASTM 028a} 6g.61L o DOUBLE-IFSWWG UNIT W/SIpELITES n( q I TENSILE STRENGTH` ASTM 0638 -7,48X DA QQURLF 1NSWWG UNIT W/S1D IT S I F, 0 -1 I i • 4500 HOURS TENSILE STRENGTH AFTER WEATHERING M AddLldrIbIMY I 4500 HOUR5 XENON ARC uETHDD 1aj AOrI�bNY1 } I 1� 11 I n00 Lu 3 DO I W I z 00 00 00 �21 ug 0 00 00 0 0 00 00 ou u SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNl7 SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELi y I SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DODR UNIT WGL DOOR Lim SI�NCL��OR UNIT W SIDE ITFS DOUBLE DOOR UNIT W/RID LITES WITH SIDEUTE WITH SIOFL. ITE C I WITH $10ELR�' WITH SIDFLIT£ p 2 WHERE WATER INFILTRATION DESIGN RESS IS WH RE WA INFILTRATION PERFORMANCE IS 5 25 OS i ------- - - - DESIGN PRESSURE ItAl1NC REQUIRED TO BE 15% OF DESIGN PRESSURE LIATEr 717 1/05 ! DESIGN PRESSURE RATING RLOUIRED TO BE 15X OF DESIGN PRESSURE aYE: TABLE OF CONTENTS CON=1G MAX WIDTH INSWING OUTSWWG INSWING _ _ OUTSWING TARE OF CONTENTS C0NFIG MAX WIDTH INSWING OU SWING INSWING OUTSWING OUTSWING• - - x 37.5 +76.0 -7 .O -75.0 +19.0 -,90 H55.0 -55. Srxv. N.i.S. SHCL, --- x 37.5 I 0.0 -70.0 + 0.0 -70. +t9. -19.0 +70.0 -70.0 +70. xA.E: SHEET If ULSC4VPTION - rY DESCRIPTION _ N.T.S, xx 74 +%0 -550 +55.0 - .0 +79.0 -i9.0 +55.0 =55.0 BY: SW$ XX 4 + 0. -50.5 :+SS.D -50.5 +t -19.0 +a0.0 -40.0 +55.0 -50.5 owc er SWS 1 TYPICAL ELEVATIONS & GENERAL NOTES - I , TYPICAL ELEVATIONS & GENERAL NOTES OX or %0 5 +55.0 -55.0 +55.0 -550 +79.0 -19.0 +55.0 -55.0 - -- OX Dr XO 7 +,10. - +55.0 -50.5 F19.0 2 ANCHORING LOCATIONS & DETAILS CHK. 8Y: I 2 AN H RING LOCATIONS &DETAILS - - OXO 1t25 + 0 -55.0 +55.0 -55.0 +t9.0 --19.0 +55.0 -55.0 3 ANCHORING LOCATIONS & D TAMS Ox0 n2.5 +50.5 -5 . + 5. -50. +19.0 -t9.0 +40.0 -40.0 +55. -50.5 -ANCHORING LOCATIONS & DETAILS OXXO 149 +55,0 / -55-0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 °�N°N0 "D OXX t4 +50.5 50.5 +55.0 -50. +19.0 -t9.0 +40.0 -40.0 F55.0 -50.5 aaAWW+c No: DWG-MA-FLOT28-05 I • High Dom iTregholD OlSiyn D1YG-MA-RCt29-05 s s. EV 7 a Lu w S°E DETAIL 3_ j,6" ¢ GDOO I 6' I-- SEE DETAIL 3- 3 ' /) „E" O GO GO v' ., 3 3 L l � N I -1 3" }, 3" 3" ��- O ! J I I I I I E 6- -� 6' I 6, 6. �- Q z I I I I I 6 6"L_ Z Z +i O Q GrTi-6. -I� t- } WL^L' W cv i �a a SEE DETAIL y ^ Q a SEE DETAIL . O � 1 J j U I J 1 U I \ ^^ A a C L > > I SEE DETAIL SrE DETAIL p o SEE DETAIL I O - - I "C" A - Ow '.' - SEE DE1Ad B SEE DETAIL �- ¢ B Q v>• i n 8 SEE DETAIL �- B ;� C• A A D' B 9 v G v1 G H ^ H zo i A O "D" B H25 �+ I 6. r6"yA � _ I I I L_ •. .� .I _ � I I �� I � I I I I I 3. 3 3" 3,. 6- 6. o 3" "1 - }- ,- }„ 3" _ I 6 e o o. ' 6" - -.� ►- a 6 SEE DETAIL 5 } ( I SEE DETAIL 6 -F.. - m 1 "F' I I THIS IS A NON ENGINEERED 3 SHEET BASED ON PRODUCT APPROVAL INFORMATION ASTRAGAL RETAWER BOLT HOLE Z ' LOCATED ON THE STATE OF #8 x 2-, 2" #10 x 2° 18 x 2-1/2" ii;�FOR MUST BE DRILLED THROUGH ti i #8 x 2-1/2' #10 x 2" #8 x 2-1/2" � FLORIDA'S PRODUCT / THE THRESHOLD & INTO THE ( ; APPROVAL SITE I /%iC x 3/4" STRUCTURE DEEP ENOUGH �'10 x 3/4" � #8 x 2-1/2" #10 x 1-1/4" A1375" THROW #8 x 2-1/2" 110 x 7-7/4" �-6j;AS"RAGAL RETAINER BOLT HOLE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS 1\_�_ AFTER THE DATE R IS SIGNED AND SEALED. qtt x34- #10x34" MUST BE DRILLED THROUGH n / L! 0 / - / THE THRESHOLD & INTO THE Y SIGNED AND DRAWING LED FOR THE STRUCTURAL PORTION ❑ #10 x 3/4" DETAIL "F" ASTRAGAL o #10 x 3 4' STRUCTURE DEEP ENOUGH o ( OF THIS DRAWWG ONLY. A10 x 2" DETAIL "E" ASTRAGA 110 x 2" DETAIL FOR A 1.375" THROW 02107-7HESE DRAWINGS AND DESIGNS ARE THE JOINT DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT DOW 995 ( DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT PROPERTY OF DANSCO ENGINEERING, U.0 AND THE DETAIL _"If STRIKE PLATE TO FRAME OR EDU\` DETAIL "D" /6 x 1-1/2' PHS 6 1 STRIKE PLATE TO FRAME CLIENT ON THIS PROJECT. ANY R@RODUCTION OR UNAUTHORIZED USE IS PROHIBITED. AS SHOWN. � AS SHOWN. DETAIL "F•' ASTRAGA z REVISION: Addi"bWU DATL 7 11 05 AddIIW�b1YW �"1fc i OA2 5/25 05 • 0.962) N.T.S. �- 0.962" OrfrAia7lh: -� ,;. .}.- QI�iEipllb: scALE: N.T.S. 1 375- RMih4F-a•-a••�. � l DOW�5 / .;�;- O+G. er SWS 1.375- It'd , 75• � � SWS - DATE DESCRIPTION t,'�,T`� 7' DO OR EOWI/ C.. BY: TUL- _J r3 1 I ::*Y ` T CHIC BY: ' "'-• :: DRAWING ND 1 DINYNG ND >E YPIC INSWING THRES-TOLD OUTSWING THR SHOT D HIGI i DAM O S THRESHOLD NSWING THRE�FIOJ"D OUTSWING THRESHOLD DING -MA -Flora tri TYPICAL GLAZING DETAIL / DNG-YA-FLo129-O] 51£Et or 3 i %HFH Or Qc II•," CZS�N SEETAIL `3. 6"- 69 Q��00 SEE OLIAIL 3" 6 + . 6" O 3_ . 6 }• --{ 3 3' Z .E�. SHT. 2 3" 3" W U + I " 3" O U) 3 6" _ 3• - 3" � � Z - -- - i - - .. - - - . - .---_ Q W C ) � (� I �� - I i( I I I I ¢ g Z VERSION NO. 6. 6 T _ 00 - _ ( 00 n SEE DETAIL ^ Q j U w .D" SHT. 2 - - o_ Z j a SEE DETAIL a rn g J „D" SHT 2 Q { SEE DETAIL j 'C" SHT. 2 op SEE DE -AIL A --- w p 7_ st "C" SHT. 2 - - W - - W g I A ^ A °d o N logjig _ rl 0- 9 - gg � e _ � I c - 6" 1 - - - � � o I I_ III I I I � eg ix p I I I 1 1 I I I I I I g I 3„ 1 3" I '1T 3' .. I aSEE TiFTNI , TO 3,:m"F" SHT. 2 " SEE DETAIL 6' - 6' ( I ._. SHT. 2 6. Ba�iL 1 c L -- 1 _ j ATTACHMENT DETAIL s 9 ATTACHMENT DETAIL 0 1 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, Z d 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, 0 SIGNED AND SEALED BY HAROLD E. RUPP, PIE N SIGNED AND SEALED BY HAROLD E. RUPP, PE, ( (FLORIDA #15935) WITH THE LOWEST (LEAST) (FLORIDA #'5935) WITH THE LOWEST (LAST) HARDWARE SCHEDULE FASTENER RATING FROM ]HE DIFFERENT FASTENERS o FASTENER RATING FROM THE DIFFERENT FASTENERS ! BEING CONSIDERED FOR USE. JAMB, HEAD, AND HARDWARE SCHEDULE c BE'NC CONSID=RED FOR USE. JAMB, HEAD, AND 1. KWIKSET OR SCHLECE ANSI/BHMA GRADE 3 OR BETTER THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 1. KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER I SHEET TITLE: THRFSHOI_D FASTENERS ANALY7FD FOR --IIS UNIT INCLUDE CYLINDRICAL AND DEADLOCK HARDWARE TO BE 114STALLFD a #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL CYLINDRICAL AN U DEADLOCK HARDWARE TO 3F INSTALLED kT • #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL 50. ° AT 5-1/2" CENTERLINE SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR a AT 5-1 2" CENTERLINE. < SHIM MUST BE PLACED IN SHIM SPACE AT FACH ANCHOR MIN LOCATION. 1.50"- / MASONITE o. 5 2. 4' X 4" FULL MORTI E BUTT HINGES MIN L -X" 2. 4" X 4" FULL MORTISE BUI I HINGES. ��` EXTERIOR DOORS LOCATION. 5 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM SHIM NIA UJ 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM CL -I �- - z ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT I '� CD ANSI/AF&PA NDA FOR SOUTHERN PINE _DING=R AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE t.25 FORMATION: V OF 1 -1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE Adbltlnb111M WE 7111105 MINIMUM EMBEDMENT OF 1-1/4". LL MINIMUM EMBEDMENT OF 1-1/4", �; SfiWE: N.T.S. I ` AddRldobALMf aTE 5/25105 ! JOR NC�'•7:." '?31I w TYDICAL NMiIBtlBIR e. SwS 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPFRL Y TO TYPICAL �L.RLILBNa scAE N.T.S. 3. WOOD 3UCKS BY OTHERS MUST 8E ANCHORED PROPERLY 70 ANCHOR INSTALLATION OLbALRMwE" TRANSFER LOADS TO STRUCTURE. RR4imdBLe owe. BY: Sw5 TRANSFER LOADS TO STRUCTURE. cHc. Br ANCHOR INSTALLATION Do D ISSUE > 49.04.07 Z pNMNO ra. 4. MINIMUM DESIGN VALUc STRENGTH OF ANCHORS 171 LBS. CHIC, "Y I '"� 4. MINIMUM DESIGN VALUE STRENGTH OF A\CHORS 171 LBS. DWG-M4-TLor28 os 't °�wN"G "0' w - DRAW Y ,j, DZ M.hF10124-0.5 sNm 3 of 3 sFEEr 3 of 3 o - REVIEWED l� DD 1 . -