|
DANSCO
<br />ENGINEERING, LLC
<br />P.O. BOX
<br />3400
<br />/ - ; Apollo Beach, Florida 33572
<br />)49" MAX OVERALL FRAM£ WIDTH - � � �"�'a!12 ( 149' MAY. DVERA!L FRr?M£ WIDTH 4" � ( Phone: 813.645.0166
<br />flyC Slitf o 0
<br />N cv Fax: 813.645.9698
<br />21'" MAX ? U 21 "' MAX U
<br />SIDE -HINGED WOOD EDGE STEEL DOOR UNIT 6 375" MAX Q SIDE -HINGED FIBERGLASS DOOR UNIT 36 375' MAX. � � m www.donscoen ineeNn com
<br />j---D.L.O. � PANEL W'IJIH --! r 37.5" MAX. _; q (Y LV � D.L.O '� PANEL WIDTH 37.5" MAX. q � N 9 g•
<br />6'-8" DOUBLE_ DOOR WITH! WITHOUT SIDELITES ! I - FRAME W;Dr I z { 6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES r FRAME WIDTH z Ln CA 25948
<br />W/ASTRAGAL_ O (n W/ASTRAGAL I o
<br />LLJ
<br />�l ? tSrENERAL NOTES
<br />U
<br />Gt FPALEVALUATED
<br />NOTE 5 ��I W W
<br />1. EVALUATED FOR !;SE IN LOCATIONS ADHERING TO ti [� t.0 � EVALU4TED FOR USE IN LOCATIONS ADHERING TO F- D- W I
<br />THE FLCRIDA BOLDING CODE AND WHERE PRESSURE i - Z {•- THE FLORIDA BUILDING CODE AND WHERE PRESSURE
<br />REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM I I W O ♦- REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM ♦- i
<br />DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DESIGN LOADS --OR BUILDINGS AND OTHER STRUCTURES, O O I
<br />DOES NOT EXCEED THE DESIGN PRESSURES LISTED w I I I o 0 UDFS NOT EXCEED THE DESIGN PRESSURES LISTED N Z 7� J
<br />2 HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS N'OT REQUIRED ON I Q 2 HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED, co a
<br />OPAQUE PANELS, BUT S REQUIRED ON GLAZED SIDE_DIES 4 II it I r q Z. 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
<br />�? 444 _, g C_) ! ANO SMOKE DEVELOPED wDEx OF 60 PER ASTM EBa. " I u_ O
<br />w O
<br />3 POLYURETHANE CORE =LAME SPREAD INDEX OF 5C z ^' i I i AND SM KE CORE FLAME SPREAD INDEX OF 15 =
<br />AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84 o a -_- ! = AND SMOKE DEVELOPED INDEX OF 115 PER ASTM E84 '�' L w J
<br />Ln
<br />4 PLASTICS TESTING OF LITE FRAME MATERIAL: s 4. PLASTICS TESTING OF FIBERGLASS FACING: ¢ w
<br />TEST DESCRIPTION DESGNATION RESULT n. TEST DESCRIPTION DESIGNATION _ RESULT a ! {w�
<br />.I ti f SELF IGNITION TEMP ASiM J7929 803 'F > 650 'f Z4y
<br />I RATE OF BURNING ASTM D835 _0.79 IN MIN i (�
<br />i '' ! � a � o � I SMOKE DENSITY •ASiM 02843 48.99� I I � � � o � I ~ V% r•t
<br />i o z TENSILE STRENGTH• ASTM D538 -7.37, DIFF ( >- i •-•I
<br />r _ w .�
<br />' 4500 HATIVE TENSLE STRENGTH AJ:IER WEATHERING - ¢¢ 1 I M
<br />`a 5 PLASTICS TESTING OF LITE rRAME MATERIAL' 25 tO 's
<br />a5D0 HOUf2S XENON ARC METHOD 1 z w
<br />TFST DESCRIPTION DESIGNATION RESULT J
<br />`L a m m v
<br />-- - w g SELF IGNITION TEMP ASTM G7929 680 -F > 650 -F j K
<br />3 o RATE OF BURNING ASTM 0635 .1U IN IN
<br />00
<br />SMOKE UENS!TY ASTM D28a3 69.fi9 0 Q O i1 00
<br />DOUBLE INSWING UNIT W/SIDELITES �� q I TENSILE STRENGTH' ASTM D638 2 AA8 DIFF DOURLF INSWING UNIT W/SIDELITES a I • �'
<br />1 ' COMPARATIVE TENSILE STRENGTH AFTER WEATHERING � � :0 '""1
<br />�pl ID1 I 4500 HOURS XENON ARC METHOD 1 ldbftb� .� I Z C 00
<br />c«a�ealtk�rrarooc�lla - I I ! c
<br />a z w
<br />near�vaer Ibjewea�
<br />D Ile we .� as J �-
<br />�® ®® Lin,F0J.-Lo
<br />M 0� ®� ®� On
<br />Z
<br />i
<br />�;
<br />Din Pul n ou 00
<br />00 H
<br />10
<br />�a mu]��
<br />� I
<br />�! �� i �Q i it ��� ��
<br />SINGLE UUOR UNIT UCUBLE DOOR UNIT SINGLE UCOR UNIT - IN LE DOOR. UNIT SINGLE DOOR UNIF W/SIDELITES DOJBLE DOOR UNIT WISIOEiJTES 5LNGLE DOOR UMT pCUBLE DCOR UNIT SINGLE DOOR UN)T SINGLE DOOR UN'T SINGLE DGOR UNIT_W'/SIDELITES DOUBLE DOOR JNIT W/SIDELIFF_5
<br />WITH SIDELITE WITH SIDELITE W-.,N
<br />I WITH SIOELt7F WITH SIGFI_IiE p
<br />WERE INFILTRATION PERFORMANCE IStill WHERE WATER INFILTRATIOjDE
<br />PERFORMANCE IS _
<br />r- - - DESIGN PRESSURE RAZING REQUIRED TO BE 15% OF DESIGN PRESSURE - DESIGN PRESSURE RATING REQUIRED TO BE 15% OFN PRESSURE DATE: j
<br />TABLE OF CONTENTS - 5/25/05
<br />TABLE OF CONTENTS CON:=1G MAX WIDTH INSWING OUTSWING INSWING OUTSWING j ___. - CGNFIG. MAX WIDTH INSWING OUT6WING INSWING OUTSWIOUTSWbNG• _ --- - -- - ---
<br />SHEET b ULaC..IPT!ON .__X 3Z5 +76_C / 76.0 _76,D -76.0 +t90 -19.0 T55_01 -SS.0 SHELL DESCRIPTION X 17.5 -L70.0 -70.0 I+70.0 -70.0 +19.0 -19.0- +70.0 -+70.0 -70.0
<br />Xx 74 +55 0 55.0 +55.0 55.0 +19A 19.0 +55.0 5S:0 ---
<br />I,. XX T4 +50.5 -50.5 +55.0 -50.5 +19.0 -12,
<br />19.0 +4U.0 -+55.0 -505 DwG.EBY: N.
<br />SINS
<br />1 TYPICAL ELEVATIONS &GENERAL NOTES OX or XO 7° -�- 1 ttPICAL ELEVATIONS &GENERAL NOTES
<br />2 ANCHORING LCCATIONS_& DETAILS_ - +55.0 -55.0 55.0-5.5.(I +79 C _ -19.0 +55.0 -55.0 CHK, BY, j 2 ANCHORING LOCATIONS & DETAILS ----- 'UX nr x0 _ _ _ 75 +�0.5 - 0.5 ' +55.0 -50.5 E79.0 -79.0 +40.0 +55.0 -56.5
<br />OXO .5" +550-55.0 +55.0 -55.0 +t9C -t9.o +ssD -550 +55.0 -50.5ORING LCCATIONS & DETAILS _ORAwrncNo. 3 ANCHORING LOCATIONS &DETAILS OXxO tag +550 / -55.0 +55.0 -55,0 +79.0 -79.0 +55.D -55.0 OXXO 1a9 +505 505 +55.0_L 50.5 +t9.G -79.0 +40.0 F55.D -50.5
<br />-- DWG -MA -FLU 28 05 * High Dam Threshold Design EA4G-MA-FL0124 05i
<br />SHEET 7 OF 3
<br />SHEET i OF 3Ly
<br />--_
<br />CL
<br />i
<br />i
<br />f1 - _- �-- q
<br />T.
<br />6' YI '-- SEE DETAIL - 3" -' - 6" SEE DC -TAIL 3., 6" OU j I Q
<br />.-� 3•. _I - 3 � 3^ E 3 3 3i I I 3.. 3" 3" L 3" 3� I _ 3,. O J
<br />�> I 6' 6" - - I- 6.. 6' - I - 5•. 5•. W W 6.. 6' I f 6.: 6•, -Y <E in 3" - io io F"' W ( ;n .3" LU I
<br />' I o in 2 I- I I o i in Z I-
<br />oo I w ~o I O/
<br />�^ n a SEE DETAIL �( ! i i' o a SEE DETAIL c ^ O O Q �
<br />I..L
<br />CE
<br />5-E DETAIL I a L_ SEE DETAIL
<br />w SEE DETAIL ��_ O
<br />., I= (A o i SEE i Q
<br />g L SEE DETAIL B ;n "C I
<br />g SEE DETAIL Ii I�Of
<br />.%� .U� B Q v, G H H z A n .:D. G I G H H w o
<br />�A U -O C} (� B
<br />CGS- o�q�o I
<br />I - a
<br />- - - - - -, :n •N
<br />x$8� I I -4 I I Vim$ `cz
<br />- �- 3 0 3 -
<br />3' T i 3" -1 -
<br />- 3" . I-` 3" - e•. 3.: _... 3,., & �- 6 a c 3" 3.: 3.. 6:. !
<br />3.. I " j
<br />5.: - I- SEE DETAIL SEE DETAIL
<br />m ` F ! " THIS IS A NON ENGINEERED
<br />SHEET BASED ON PRODUCT
<br />- I APPROVAL INFORMATION
<br />ASTRAGAL RETAINER BOLT HOLE 7 LOCATED ON THE STATE OF
<br />#8 x 2-1/2" i/10 x 2" �#8 x 2-1/2" o� O #8 x 2-1/2" #10 x 7•, #8 x 2-7/2, v -:
<br />FLORIDA'S PRODUCT
<br />7 MUST BE DRILLED THROUGH n !
<br />T_, - �_ ry !� APPROVAL SITE
<br />#10 x 3/4. -- THE DEEPS ENOUGH w #10 x 3/4' THIS DRAWING AND DESIGN LS VALID FOR 12 MONTHS
<br />�,#8 x 2-1/2" # 10 x 1-1 4' -- -) FOR 1.375' THROW 8 x 2-1 2' _ # / --ASTRAGAL RETAINER BOLT HOLE
<br />/ it / 1 0 X 1 - ] 4'AFTER THE DATE R IS SIGNED AND SEALED.
<br />MUST BE DRILLED THROUGH SIGNED AND SEALED FOR THE SIRUCRIRAL PORTION
<br />J OF THIS DRAWING ONLY.
<br />#10 x 3/4" !%10 x 3f4" / OET.A!L "F" AS a #10 x 3/4° #70 x 3/4 THE THRESHOLD & INTO THE
<br />STRUCTURE DEEP ENOUGH o
<br />#10 x 2" E7AIL "E__ASTRAGAL # ] 0 x 2 1 DETAIL "E ASTRAGAI. " t ®2O ERT O DRAWINGS AND DESIGNS ARE THE JOINT
<br />THE
<br />"^" „ FOR A 1..3 /S THROW PROPERTY OF DANSCO ENGINEERING, LLC AND THE
<br />DETAIL ATTACH ASTRAGAL RETAINER BOLT OOw 995 1 DETAIL C" ATTACH ASTRAGAL RETAINER BOLT CLIENT ON THIS PROJECT. ANY REPRODUCTION OR
<br />OR EOUA1 UNAUTHORIZED USE IS PROHIBITED.
<br />DETAIL "D" STRIKE !LATE TO FRAME DETAIL"D STRIKE PLATE TO FRAME
<br />AS SHOWN. / 4e x ,-,/z PHs o
<br />AS SHOWN. DETAIL "F" ASTRAGAL REVISION:
<br />pddealimiaNAtM i,t�• GATE: 7/1 1/U5 ld� O�bfIMA DA E: 5/25/05
<br />C96G'i `N SCALE N.TS I_ 0.962' -�- SCALE: N.T.S.DATE DESCRIPTION
<br />1.375" I,I.sty -�a
<br />DOw 995� tw.', SINS 1.375" �'f7J'1
<br />i I Dace oR Ec;ul *A c-K. s : 9 i-`-�� T Oefa OS a SINS
<br />pRAWING N0.' t DRAWING N0-
<br />Ex-ER�cg TE31p� INSWING THRES�-iOLD OUTSWING THRESHOLD HIGII DAM O/S THRESHOLD DING-MA-FLU729 us
<br />NSVvING THRESHOLD OUTSWING THRESHOLD DWG-Mn-F 0128 vs
<br />TYPICAL GLAZING DETAIL _
<br />SHEET 2 0 3 'Ikl 2 OF 3
<br />QC
<br />SLL ULIAIL _ - 3 6
<br />_ Z
<br />"E" SHT 2ISE
<br />"E' SHT. 2 3 t: II '✓) 1 3^ 6 �-- 3 I- 3 O
<br />3 6.: _ 3•. 3' I` .3" - _ 3., z l j -I_.._ }- 1-_ -. _.. I ! I .-.. _. __ I .!- I - --- I f` I z z VERSION NO.
<br />i l = � ! I I` i L-�= - 1 I- i i 1 I -�___ f � I I z � � j •' i I � 6,. 6. _ _ _ - 5 I I _ 6,. 5•, _� I - ( LW�- W LLi
<br />5„ Cc
<br />5.: 5.. 1 ' - ---- C� O I O j I .o
<br />rn O_J t _n ( - ti 00
<br />Of
<br />SEE DETAIL d I
<br />e ¢ 2
<br />"D" SHT. 2
<br />SEE DETAIL
<br />I• jI SEE DETAIL o ¢
<br />"C" SHT. 2
<br />SEE DE-.41L I O-_ w l_ _ a o /_ _ w B I .C•. SHT. 2 - (I'- III w �_°' G' 4"� i t A ---� 0,1
<br />-�AJ p a 55 I
<br />w
<br />a ! 6 �- - I �� o�
<br />L_ 3.. _ i o
<br />3•, i 5' -' ------ ----- °' `a SEE DETAIL J
<br />? "E" SHT. II 6:. I 6 f f` 6'• r
<br />SEE DETAIL I� m I
<br />CS 6' '- .- 6 ' j
<br />"F' SHT. 2 6^
<br />1
<br />CO
<br />CO
<br />o --
<br />t�_-_ _-_.� -I ATTACHMENT DETAIf_
<br />o ATACHMENT DETAIL 1. ANCHOR. ANALYSIS FOR LOADING CONDITIONS PREPARED, z
<br />Q 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY HAROLD E. RUPP, PE
<br />SIGNLU AND SE_ALE_D BY HAROLD E. RUPP, PE w i (FLORIDA #15935) WITH THE LOWEST (LEAST)
<br />(FLORIDA #15935) WITH TILL LOWEST (LEAST] z FASTENER RATING FROM 1HE DIFFERENT FASTENERS
<br />n FASTENER RATING FROM THE DIFFERENT FASTENERS HARDWARE SCHEDULE I BEING CONSIDERED FOR USE. JAMB, HEAD, AND HARDWARE SCHEDULE
<br />CD BE NC CONSIDERED FOR USE. JAMB, HEAD, AND 1. KWIKSET OR SCHLECE ANSI/BHIMA GRADE 3 OR BETTER THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE I SHEET TITLE:
<br />. KWIKSET OR SCHLECE ANSI/BH1�A GRADE 3 OR BETTER
<br />HR: S.10I D FAST. NFR APJ LY7F) FOR T91S LNi INCLUDE CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED u #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL t C'UNUHICAL AND DEADLOCK HARDWARE TO BE INSTALLED #10 WOOD WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL AT 5 1/?_" CENTERLINE. SH.'M MUST BE PLACED IN SHIM SPACE .AT EACH ANCHOR o
<br />a HIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR M50 7.50"- AT 5-1/2" CENTERLINE. MASONITE
<br />OCATION. - - MORTISE BUTT HIN'"ES LOCATION. M!N -GHz^ 2. 4" X 4" F'JLL MORTISE BUT HINGES. EXTERIOR DOORS
<br />t- D•z5' 2. T" X F FULL _ z ANSIfAF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHE!VEMENT
<br />H sw - 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 125 � MaM -
<br />L�i1 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM cL --� - '� /HIT + o
<br />ANSI/AF&PA NDA FOR SOUTHERN PINE LUMB R AND ACHEI'JEMENT ;:I OF 1 I/2 MINIMUM EMBEDM_N THE TAPCON MINT AGHILVE 7 SHEET INFORMATION:
<br />U OF 1 -1 /2" M'.NIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE ° '' AdOard� tDWX DATE 7/7 i/05 MINIMUM EMBEDMENT OF 1 -1 /4
<br />fle�No: / owcSCALE� NSWS a c S 0 TYPICAL Ceffiwfio.: Epp Dare 5125105
<br />t JOB NO.:
<br />MINIMUM EMBEDMENT O� 1-1/4".
<br />LULL TYPICAL 3- WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPFR'_Y T � e: N.T.S
<br />3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY 70 ANCHOR INSTALLATION Debfl os GH B TRANSFER LOAD_ TO STRUCTURE. ANCHOR INSTALLATION D"P,.� � DW yY' SINS DATE ISSUED: 09.04.07
<br />TRANSFER LOADS TO STRUCTURE. Dal1 as cwK 8,.
<br />H DRAMMG NO. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS '171 LEIS.
<br />L4-- MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. O3AWMG NO' DZ
<br />OWG--MA-FL0128-05
<br />DRAWN BY:
<br />DWG-TVA-F10124-0.5
<br />UI----......------ ---------------- sHeEr 3 G- 3
<br />---
<br />._-.._- SHEET 3 GF j I
<br />--- -- REVIEWED BY: TH
<br />0
<br />=c DD 1.90
<br />a
<br />SELF IGNITION TEMP
<br />ASTM 01929
<br />68U 't > 6S0 'F
<br />RATE OF BURNING
<br />ASTM D535
<br />1.tC IN MIN
<br />SMOKE DENSITY
<br />A67M U2843
<br />69.62
<br />"ENSILE STRENGTH'
<br />ASTM D638
<br />-7.489 CIFF
<br />I J II. i I. 1 - ' I -: :. I::i t 1 ..I 1... I 1 I..-,h Ifl I iIiI III'.11,n, Ili:I llll'I ItH TI1H6A1 dl ill I.ISn IV",lJi .II . T I - L
<br />
|