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DANSCO
<br />ENGINEERING, LLC
<br />P.O. BOX 3400
<br />I Apollo Beach, Florida 33572
<br />7 °- ? tag' MAX. OVERALL FRAME vnOrH Phone: 813.645.0166
<br />��113- 149" MAX OVERALL FRAME WIDTH t= �
<br />LiltifT �2�-f' il I o I 1 CT/J'7.�f W
<br />� r ^ MAX � N Fax: 813.645.9698
<br />SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT I 21 MAX 36 375" MAX _I O Go � ( SiDE-HINGED FIBERGLASS DOOR UNIT 36 375" MAx. � C CO
<br />°.L.G' - PANEL WIDTH 37.5" MAX. _ Q 0Y N I I ° L O I PANEL WIDTH - 3Z5" MAX. ¢ � N www.donscoenginee6ng.com
<br />6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES I'- �` FRAME WIDTH z 6' S" DOUBLE DOOR WITH / WITHOUT SIDELITES
<br />w/ASTRAGAL. 1 I p w W/ASTRA.GAL FRAME WIDTH Q W I CA 25948
<br />-- ---- U -_ - - -- j
<br />__._.- _
<br />GENERAL .NOTES -- � <C .I ' GE-NERAC NOTES j} �-j1 � LLI 4
<br />1. EVALUATED FOR USE IN LOCATIONS ADHERING TO LY 4f 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO 'II ,II ' i' � � I
<br />THE FLCRIDA BUI-DING CODE AND WHERE PRESSURE I- THE FLORIDA BUILDING CODE AND WHERE PRESSURE �� Z F-.
<br />REOUIREMENI5 AS DETERMINED SY ASCF 7, MINIMUM F- REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, JIL
<br />ti O O DESIGN LOADS FUR BUILDINGS AND OTHER STRUCTURES, ;� 00 I
<br />DOES NOT EXCEED THE DESIGN PRESSURES LISTED c 2 O J DOFS NOT EXCEED THE DESIGN PRESSURES LISTED
<br />2 HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON w II cf)p N C I 2 HURRICANE PROTECTW SYSTEM (SHUTTERS) IS REQUIRED. ^ p I" i
<br />OPAQUE PANELS, BUT IS RECUiRED ON GLAZED SIUELHI S -� ¢ O 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 s XAND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.us _ 1 lO? FOLYURE71iANE CORE °LAME SPREAC wDEx OF SG s POL $TYRE ED CO IL MNDEXREADItN5 PER ASTM E84 `"n O jL 0
<br />AND SMOKE DEVELOPED INDEX OF 60 PtR kSTM E84 r•� O I L W
<br />U
<br />. PLASTICS TESTING OF FIBERGLASS FACING. Z Lu
<br />4 PLASTICS TESTING OF LITE FRAME MATERIAL: I a " a TEST DESCRIPTION DESIGNATION RESULT
<br />O TEST DESCRIPTION DES-GNATION RESULT ``
<br />L 3 SELF IGNITION TEMP A57M 01929 803 'F > 650 'F _y i
<br />H RgTE OF BURNING ASTM 0535 0.79 I,N/MIN ,i 3 w �-. { Q
<br />Uw
<br />,� � IN
<br />': I �' a W o � ISMOKE DENSITY I ASTM 02843 48.9% I �� � � o i ��
<br />TENSILE STRENGTH" .ASTM 05 i8 -7 3% DIFF
<br />" COMPARATIVE TENSILE STRENGTH AFTER WEATHERING l- '�W `�' ` 5 PLASTICS TESTING OF LITE FRAME MATERIAL:--------4U4 > Im w
<br />4500 HOURS XENON ARC METHOD 1 `y o ;A z w ', 0 ko
<br />f a TEST DESCRIPTION DESIGNATION RESULT _- -_ `-y Fes.. N cP3 "e Q m tD I
<br />- ----"- --- -- - ,., as SELF IGNITION TEMP ASTM 01929_7680 'F'F > 650 'f T d M
<br />w s o i RATE OF BURNING ASTM D635 `-,10 !N MINj,u o
<br />Lu fh 06
<br />SMOKE DENSITY ASTM D2843 -7A8 o Q O � 00
<br />DOUELE_INSWlNG. UNIT W/SIDELITES i�i n I TENSILE STRENGTH• ASTM D638 -7.48% DIFF DOIIRf F INSWING UNIT W/SID LITES n I �'
<br />> COMPARATIVE TENSILE S RENGTH AFTER WEATHERING Z Z
<br />q�lBj > 4500 HOURS XENON ARC METHOD 1 p wWM 00
<br />DAMNS: IU N0.' O 1S - Z W
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<br />SINGLE DOOR UNIT DOUBLE BLE DOOR UNIT SIN
<br />SINGLE DOOfi UNtI DOUBLE DOOR UNIT SINGLE DOOR UNtT )NGLE DOOR UN;T SINGLE DOOR UNIT W/SIDELITES DOL BLEL -_DOOR UNIT W751D -ITS �ZI,£ C100R UNI' SINGLE DOOR UNIT SIOOR UNIT W/SIDELITES DOUBLE DOfJR 'JNt7 W/STD IIT_F_5
<br />WITH SIDELiTE WITH O 1 I WITH SiDEUTE WITH SIt7FLITE C
<br />z
<br />WHERE WATER INFILTRATION ?ERFORMANCE IS WHERE WATER INFILTRATION PERFORMANCE IS
<br />- - --- � DESIGN PRESSURE RATING REOUIReD TO BE 157 OF DESIGN PRESSURE DATE: 711 t/0S - - ` DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE GATE: i
<br />TABLE OF CONTENTS COnMIG M.AX WIDTH INSWING OUTSWING INSWING _ OUTSWING TABLE OF CONTENT$ CONFIG MAX R9 DTH INSWING OUTSWINC INSWING OUTSWiNG DOTSWING• J/z T SS
<br />'SHEET Jf UESCRIPTION x 37.5 +76.0 / 76.0 75.G 76.0 +t90 -- 10$ t55.D SS.0 SCN F. N.T.S. SHELI X 37.5 t-i0.0 -7D.0 I+70.0 -70.0 +19.0
<br />- - - - '� DESCRIPTION N.
<br />I. XX 7a +55.0 ' -55.0 +SS.0 -55.0 +19.0 -19.0 +55.0 -55.0 Dwc. s,. SINS 1 TYPICAL ELEVATIONS & GENERAL NOTES XX 74 +5Q5 -50.5 +55.0 -SD.S +19.0 -19.0 +40.0 -a0.0 +55.0 -505 DWG. BY: SiM1S
<br />i1 YPICAL ELEVATIONS & GENERAL NOTES --
<br />_ - ---- OX or XO _ _ 75 +50.5 - 0.5+55.0 -50.5 F79.0 -19.0 +aG.O --40.0 '+55.0 -50.5
<br />OX or XO 75 +55,0 55.0 -155.0 550 +19.0 19-0 +55.0 -55.0 CHX. BY: 2 ANCHORING LOCATION$ & DETAILS
<br />/ _- CHK. BY:
<br />2 ANCHOP.'NG LOCATIONS & DETAILS - 3 ANCHORING LOCATIONS & DETAILS OXO t12.5' +50.5 -50.5 +55.0 -50.5 +19.0 -t9.G +40-0 -4C.0 +55.0 -50.5 Danw,Nc ND: _
<br />--- - -- - - OXO 1125" +95.0 -55.0 +55.0 -55.0 +19.0 19.0 +55.0 -55.0 ORAWI,4G N0 ) OXXO 149 +50.5 50.5 +55.0_L 50.5 +19.0 -19.0 +a0.0 -4C.0 F55.0 -50.5
<br />I 3 ANCHORING LCCATIONS & DETAILS OXXO 149"-55.0 +55.0 -55.0 +19.0 _ -19.0 +55.0 -55.0 - DWG-MA-FL0124-OS
<br />DWG-MA-FLU128-05
<br />High Dom ThreSholtl Design
<br />SHEET I OF 3
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<br />m THIS IS A NON ENGINEERED
<br />SHEET BASED ON PRODUCT
<br />- APPROVAL INFORMATION
<br />ASTRAGAL RETF1'NER BOLT HOLE 7 LOCATED ON THE STATE OF
<br />#8 .e 2-1/2" #10 x 2" #8 x 2-1j2" o/ MUST BE DRILLED THROUGH #8 x 2-1/7_" #10 x 2" FLORIDA'S x 2-1/2" ? {
<br />FLORIDA'S PRODUCT
<br />THE l"HRESHOLD & INTO THE G',
<br />/10 x 3/4" _--- STRUCTURE DEEP ENOUGH //10 x s�¢" - APPROVAL SITE
<br />((( THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
<br />#8 x 2-1/2 #10 X 1-11¢ - FOR A 1.375 THROW #8 x 2-112 #7p X 1_j�4^ SAS RAGAL RETAINER DOLT HOLE AFTER THE DATE RIS SIGNED AND SEALED.
<br />#10 x 314" w #10 X 314" MUST BE DRILLED THROUGH SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />�U 10 x 3 4' ❑ THE THRESHOLD & INTO THE
<br />•• •� # / .DETAIL "E" AS Q 0 X 3 4' OF THIS DRAWING ONLY.
<br />� � #� � STRUCTURE DEEP ENOUGH o
<br />®2007-THESE DRAWINGS AND DESIGNS ARE THE JOINT
<br />#10 X 2" NAIL"E_ASTRAGAL {70 x 2" DETAIL "E" ASTRAGAL FOR A 1.375" THROW PROPERTY E DRAWINGS
<br />NSCO AN DESIGN LC AND THE
<br />DETAIL 'C" ATTACH ASTRAGAL RETAINER BOLT DOW 995 1 DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT
<br />CLIENT ON THIS PROJECT. ANY REPRODUCTION OR
<br />DETAIL "D" STRIKE PLATE TO FRAME OR EQOFI� DETAIL "D" STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL O � UNA THORIZED USE IS PROHIBITED.
<br />►6 X I-,,2- PHS o Z REVISION:
<br />AS SHOWN. z AS SHOWN.
<br />A n1BWO DATE 7/1 7/05 J iddrdn10W G DATE: 5/25/05
<br />0.962" -A` • SCM.c N. T. S. t 0.962"
<br />I CellicdlaBih, • :.r r-,. CnfkzknNo: o �I+ VALE: N.T.S DATE DESCRIPTION
<br />1 3""/5� �' i ^�... DWG Br: SINS 1.375.. - 1 75" t1 047" A1S�91Bd� M. AY' SINS
<br />DOW 995 r OS
<br />1 I ire DR EOtIAI...^ta:� -. -
<br />I QIK. BY:
<br />DRAWING ND' DRAWING N0:
<br />E--- INSWING THRESHHOLD OUTSWfNG THRESHOLD HIGH DAM 0 S THRESHOLD
<br />VSVvIN�_TfIPESHOLD OUTSWWG THRESHOL D YIE I' Dwc-ten-FLot2&us / DWG-MA-FLO124 051
<br />TYPICAL GLAZING DEAAI(_
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<br />ATTACHMENT DETAIL
<br />AT ACHMENT DETAIL T Z = 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
<br />1. ANCHOR, ANALYSIS FOR LOADING CONDITIONS PREPARED, I� SIGNED AND SEALED BY HAROLD E. RUPP, PE
<br />SIGNLU AND SEALED BY HAROLD E. RUPP PE w (FLORIDA #15935) WITH THE LOWEST (LEAST)
<br />(FLORIDA #':5935) WITH THE LOWEST (LEAST) z� ' FASTENER RATING FROM THE DIFFERENT FASTENERS z
<br />FASTENER RATING FROM THE DIFFERENT FASTENERS HARDWARE SCHEDULE I BEING CONSIDERED FOR USE. JAMB, HEAD, AND HARDWARE SCHEDULE j
<br />BENC CONSIDERED FOR USE, JAMB, HEAD, AND 1. KWIKSET OR SCHLECE ANSI BHMA GRADE 3 OR BETTER THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE I
<br />i ------ / W 1. KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER I,I I SHEET TITLE:
<br />rHRFSHOI D FASTENERS ANALY7EEi FOR T-11S UNI' INCLUDE 1, CYLINDRICAL AND DEADLOCK HARDWARE TO BE STALLFD � #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED
<br />#13 WOOD SCREWS OR 3/16" T.APCON'S. A PHYSICAL AT 5-1/2" CENTERLINE. SHN MUST BE PLACED IN SHIM SPACE .AT EACH ANCHOR o
<br />so'-___ 750•• AT 5-1/2" CENTERLINE. I MASONITE
<br />L / SAX" 2. 4" X 4" FULL :MORTISE BUTT HINGES 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN \ $FI EXTERIOR DOORS
<br />SHIM MUST BE PLACED IN SHIM SPACE AT FAi;H ANCHOR MIN J_ �, LOCATION.
<br />i OCATION MAXSHIM X" 2- 4" X 4" FULL MORTISE BUT HINGES. _
<br />M
<br />2, THE WOOD SCREW SINGLE SHEARDESIGN VALUES COME FROM CL ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT; �z SHEET INFORMATION:
<br />ANSI/AF&PA NDA FOR , i.25- �` •_
<br />OUTHERN PINE L''JMBLR .AND ACHEIVEM NT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE r"
<br />: Dore: 7111/05 MINIMUM EMBEDMENT OF 1 1 /4".
<br />OF 1--1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE A� MIDNAMI .
<br />Adda�mbNAM DATE 5/25/05 JOB NO.:
<br />MINIMUM EMBEDMENT OF 1-1/4". k. / SCALE N.T.S.scAE: lv.T.S
<br />1 YDNST D90Rade� DWc BY: SVIS 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TYPICAL NQ p�' DATE ISSUED: 09.04.07
<br />3. WOOD DUCKS LOADS
<br />OTHERS MUST BE ANCHORED PROPERLY TO ANCHOR INSTALLATION DeleR TRANSFER LOADS TO STRUCTURE. .ANCHOR INSTALLATION � Bl 65
<br />TRANSFER LUAUS lG STRU TUBE. DRAWING NO. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. cNK. BY-
<br />4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. DWG-MA-FL012E D5 t -Y. NO' DRAWN BY: DZ
<br />-- DW'C-MA-FID774-D5
<br />SHEET 3 DF 3
<br />- - - --- - - snEEr 3 cF 3
<br />REVIEWED BY: TH
<br />D D 100
<br />SELF IGNITION TEMP
<br />ASTM Dt929
<br />68D
<br />RATE OF BURNING
<br />ASTM 0635
<br />7.tC IN MiN
<br />MOKE DENSITY
<br />ASTM D2843
<br />69.6%
<br />TENSIIt STRENGTH•
<br />ASTM D638
<br />(-7.48% DIFF
<br />T -T l iiTil Ti - I: I I-T- I 1 .: 1 1. , L__II. - 1;L_1 uN,i'� u>J iEu�:vo i 1:. -ahwIII_u�u1i[f�ai,:G--, T I I -i -Ir--
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