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6'-8"GLAZED DOUBLE DOOR WITH/WITHOUT SIDELITES IN/ASTRAGAL FRAME WIDTH 0 0C=4
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GENERAL NOTES U
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO „� O
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, m Q Lv
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. ^ w
2. THIS PRODUCT DOES NOT REQUIRE THE USE OF w coo ® z
A HURRICANE PROTECTIVE DEVICE (SHUTTERS).
3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 o"
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
4. PLASTICS TESTING OF FIBERGLASS FACING: PN'
TEST DESCRIPTION DESIGNATION RESULT a t g i
--- -------'--'SELF'-ICNITION'TEMP---ASTM-DT9Z9-"752-'F-S60F-- _ _. .rm J
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RATE OF BURNING ASTM D635 0.56 IN MIN
SMOKE DENSITY I ASTM 02643 53.4% cY,
TENSILE STRENGTH• ASTM 0638 3.29: DIFF i-
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 0�
4500 HOURS XENON ARC METHOD t DOUBLE DQOR UNIT W/SIDELITES 0 a
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SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W IDE 17 S DOUBLE DOOR UNITWIDELITES
WITH SIOELITE WITH SIDELI7E U_w O U m¢Z
WHERE WATER INFILTRATION PERFORMANCE IS 1
TABLE OF CONTENTS G REQUIRED TO BE 159 OF DESIGN PRESSURE DATE. 2/11/05
1/05
ONFIG MAX WIDTH INSWING OUTSWIN INSWING OUTSWING OUTSWING* ,y, SCALE: N.T.S.
SHEET # DESCRIPTION X 37.5 +60.0 -60.0 +60.0 -60.0 9.0 -19.0 +40.0 -40.0 +60.0 1 -60.07/ CVIC.ar: SWS
1 TYPICAL ELEVATIONS & GENERAL NOTES X 19.0 -19.0 +40.0 -40.0 +60.0 -60.0
2 ANCHORING LOCATIONS & DETAILS or XO 75 +60. -60.0 +60. -60.0 +11.1 -11.0---+'0.0 -40.0 +60.0 -60.0 CHK.er:
3 ANCHORIN LOCATIONS & DETAILS OXO 112.5 + .0 -60.0 +60.0 -60.0 +19.0 -19.0 +40.0 -40.0 +60.0 -60.0 KURT BALTHAZOR oanx�Nc NO.:
OXXO 149 +60.0 -60.0 +60,0 -60.0 +19.0 -19.0 +40.0 -40.0 +60.0 -60.0 FLORIDA P.E. DWG-MA-FLO122-05
• High Dam Threshold Design #56533
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#10 x 5/8" #10 x 3/4" AS SHOWN. . �10 0.124"ANNEALED N1D x 2„ D PTIONA) INSERT# SWUEXIIIG (OPTIONAL)
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SPACER "„1 r OATS: 2 11 05
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1.375" EXTERIOR INTERIC, DffieR CNN.BY:
T T T TYPICAL GLAZING DETAIL DRAWING NO.:
INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM 0/S THRESHOLD IMPACT RATED CLASS DWG-MA-FLO122-05
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ATTACHMENT DETAIL a �' =�
-1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, HARDWARE SCHEDULE w Non z
SIGNED AND SEALED BY ROBERTO LOMAS, PE .8 4
1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND w uj w_e w �^
(FLORIDA #62514) WITH I THE LOWEST (LEAST) SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED oo z voz-wz o o >
FASTENER RATING FROM THE DIFFERENT FASTENERS AT 5-1/2" CENTERLINE.
BEING CONSIDERED FOR USE. JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 2. 4" X 4" FULL MORTISE BUTT HINGES. 000000
#10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL w
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR N0)N No
LOCATION. w
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50"7— 1.25" ,
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN I— -0.25" MIN ° R —0.25" U.w
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM SHIM Z
MINIMUM EMBEDMENT OF 1-1/4". CL -� �� I �- Addendum toWN1 DATE 2/11/05
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO '"+; ��' SCALE: N.T.S.
.r�T ,a r Catd�ahatRD,: ti 30
TRANSFER LOADS TO STRUCTURE. 1' RWewedBy. owc.BY: SWS
' R CHK.BY.
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCK TYPICAL MASONRY DRAMNG NO.:
ANCHOR INSTALLATION ANCHOR INSTALLATION DWO-MA-FL0122-05
SHEET 3 OF 3