HomeMy WebLinkAboutProduct Approval (3) . . PILE Copy
RECEIvEb
JAN 3 ® -1
In� MASONITE �P--rm�
149' . OVERALL FRAME WIDTH
STL L:ie C pt d
FIBERGLASS DOOR UNIT .375" MAX. J CD
1--
D.L.O. --PANEL WIDTH- 37.5" MAX. q p
6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL I FRAME WIDTH (`
I --
GENERAL NOTES 0
I. EVALUATED FOR USE IN LOCATIONS ADHERING TO �p
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, 2--
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. I W L0 U
2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), o ~ Lo
m n `�
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED.
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION,
HURRICANE PROTECTIVE SYSTEMMLd(SHUTTERS) IS REQUIRED. � �O
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM EB4. to
5. PLASTICS TESTING:
TEST DESCRIPTION DESIGNATION FACING LITE FRAME
SELF IGNITION TEMP ASTM D1929 1 752 'F > 650 'F 842 'F > 650 'F
RATE OF BURNING- ASTM D635 1 0.56 1N/MIN 1.28 IN MIN $
SMOKE DENSITY ASTM D2843 53.4% 70.2%
TENSILE STRENGTH* ASTM D638 3.2% DIFF 1.6% DIFF Llg
6. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): w
TEST DESCRIPTION DESIGNATION RESULT 1 $
SELF IGNITION TEMP ASTM D1929 1 779 'F > 650 'F o
RATE OF BURNING ASTM D635 0.0 IN'MIN
SMOKE DENSITY ASTM D2843 39.0%
STRENGTH* ASTM D638 � DOUBLE DOOR UT W SID 1IT STENSILE D
' COMPARATIVE TENSILE STRENGTH AFTER WEATHERING }
4500 HOURS XENON ARC METHOD 1 N m
Lu
' I 6
8 ® 9 6EL N
a =W O
Lu L
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SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNiT SINGLE DOOR UNI 7 SINGLE DOOR UNIT WZSIDELITES DOUBLE DOOR UNIT W15fDELITES c�1 N ui
~
WITH SIDELITE WITH SIDELITE o
WHERE WATER INFILTRATION PERFORMANCE IS
DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE
CONFIG MAX WIDTH INSWING OUTSWING INSWING BUMPER 0 S Z-SERIES O S HP 0.S T4 O S HIGH DAM O S 00 a z
X 37.5 +40.0 -40.0 +40.0 -40.0 N A +25.0 -25.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0
L 74 +40.0 -40.0 1+40.0 -40.0 N A +25.0 -25.0 +40.0 -40.0 N A +40.0 -40.0 +40.0
OX or XO 75 +40.0 -40.0 +40.0 -4D.0 N A +25.0 -25.0 +40.0 -40.0 N A +40.0 -4D.0 +40.0 -40.0 DATE. 4 26 17 f
0X0 112.5 +40.0 -40.0 +40.0 -40.0 N A +25.0 -25.0 +40.0 -40.0 N A +40.0 -40.0 +40.0 -40.0
--UX-XO 149 +40.0 -40.0 +40.0 -40.0 N A -25.0 +40.0 -40.0 N A +40.0 -40.0 / � SCS: N.T.S.
TABLE OF CONTENTS DWG,ar: SWS
SHEET # DESCRIPTION CHK, BY:
KURT EALTHAZOR DRAWING NO.:
1 ITYPICAL ELEVATIONS & GENERAL NOTES FLORIDA P.E.
2 ANCHORING LOCATIONS & DETAILS 56533 DWG-MA-FLO189-17
3 ANCHORING LOCATIONS & DETAILS
SHEET 1 of 3
cc 00
6" SEE DETAIL 3„ 6" U p C)
3" 3" 3" 3" J
t I I I I Er—IT —I6.
6. I I111D
to 3"j m Lo UwSDEE DETAILWSEE DETAIL
.C. — w ' _ — SEE DETAIL
w "C"
pA 6" GNG3. DO6" � o 7d
3• 3" 3. 3. 3" g" 6"
6" alo I
SEE DETAIL B" #8 x 2" En to}
• ASTRAGAL RETAINER BOLT HOLE N to m
#8 x 2" #10 x 5/8" MUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE
Qj;�STRUCTURE DEEP ENOUGH a
#8 x 2„ #10 x 5/8" #10 x 1" DETAIL "E" ASTRAGAL FOR A 1.375" THROW o (n
#10 x 2-1/2" ATTACH ASTRAGAL RETAINER BOLT DETAIL "F" ASTRAGAL
#10 x 1" STRIKE PLATE TO FRAME ktd¢+tdmroNluY ¢ a
#10 x 5/8" AS SHOWN. catkItionth a j ��,
DETAIL "C" ftlE �
DETAIL "D" GO
I'OR t/Y wsuurm aAss t•OR t/s•D=Arm aria �^F
E0.962"1 m uar (OPRIONW INSERT oT tau (OPTIONAL)4u�Rr (V(V
1.375 T 1.437" owsrDtn+-� nwsiaDx�� —.mx4•mD+. Lo
/ext-t/z•tws y x t•FFa
TBUM M%%OR MEM SPABUTYL.FOAM.OR METAL SPACER
INSWING THRESHOLD BUMPER QJS THRESHOLD HP OJS THRESHOLDHOT
*ELASt0M�/CER� +rre,ENOT wELEILASTOV�/ 1/z•�,E °'¢z
1 1 O D� ? INTMUOR �DATE-- 4 26 17
1.482' 1.75"2�3 1.047 1,437" T1'PI A 'aZING DETAIL ALTERNATEGLAZING DETAIL N.T.S.NON-1MPA T acc NON—IMPACT GLASSer: SWS
T T T cwL 8Y:
Z—SERIES DRAWING N0.:
0/S THRESHOLD HIGH DAM 0/S THRESHOLD A 0/S THRESHOLD DWG—MA—FL0189-17
SHEET 2 of 3
«�
SEE DETAIL
"E" SHT. 2 3" 6 3" 3„s, O o0
—� 3” 6`— 3" �`3`6.
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QD
N W
IQ U
Mn O O U
w v p
U
a SEE DETAIL ¢ L
"D" SHT. 2 — _ uai Z L0
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SEE DETAIL a D
"C" SHT. 2 — A m } _ w
o D_ w 8
Tc
M N Ix
A q G H B 0
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I II 1 19111 I 111 a
Na SEE DETAIL
SHT. 2
DBIB o_ �I
HARDWARE SCHEDULE
ATTACHMENT DETAIL 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND Nim
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, AT 5-1/2" CENTERLINE.
SIGNED AND SEALED BY ROBERTO LOMAS, PE 2s
1 " 2. 4" X 4" FULL MORTISE BUTT HINGES.
(FLORIDA #62514) WITH THE LOWEST (LEAST) MINI a :
FASTENER RATING FROM THE DIFFERENT FASTENERS `M,AX 1"x1/2" CORRUGATED %10X2" WOOD SCREW
BEING CONSIDERED FOR USE. JAMB, HEAD, AND SHIM 3` FROM EACH END. 6 FROM EACH END C. v:
1.25"�p.,' x AND 7" OC AND 12" OC =p Z
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CL-I I_- r' MIN I
#10 WOOD SCREWS, 1/4" TAPCONS, AND #10 TEK SCREWS. ` 025" w¢
MAX o 0
A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH `•-: SHIM ALCATYLI tL
ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". CAULK
CL--I (—
WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE TYPICAL MASONRY ACRYLIC m rr
ter:
DISTANCE MIN 1/2". ANCHOR INSTALLATIONtT CAu K —CL w
N N
2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO n -
ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE. > �.• 1X BUCK MASONRY COMBINATION WOOD COMBINATION WOOD
1.50" ANCHOR IN MULLION (BOXED) MULLION (BOXED)
MAX W # / (4) #1OX2-1/2" m¢d
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN MAX (3 10x2-1 2" 6
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM o D SCR S WO D SCREWS Z
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVEEACH END EACH END
—I I_ r
MINIMUM EMBEDMENT OF 1-1/4". CL DAT: 4126117
sr iF• N.T.S.
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ' �® M.W. SINS
TRANSFER LOADS TO STRUCTURE. TYPICAL WOOD BUCK ® � ®® CHK.B..
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ANCHOR INSTALLATION DRAWING NO.:
INTEGRAL WOOD INTEGRAL WW DWG—MA—FLO189-17
MULLION (CHS) MULLION (CHS) smm 3 ov 3