HomeMy WebLinkAboutProduct Approval RECEll.":D SEP 082015
JFLWWIENe 74"MAX.OVERALL FRAME WIDTH 7.
CONTOURS STEEL DOOR,WOOD EDGE —72 114"MAX.PANEL WIDTH- TABLE OF CONTENTS
6-0 X 6-8(XX)&6-4 X"(0/OXO), 36 3/8'WITH SHT# DESCRIPTION
INSWING/OUTSWING ASTRAGAL 1 JNSWIK—ELEVATIONS&GENERAL NOTES
24 GA.STEEL IMPACT DOOR SYSTEM 2 INSWING ELEVATIONS rn
3 INSWING ELEVATIONS&BILL OF MATERIALGENERAL NOTES 4 INSWING VERTICAL CROSS SECTIONS >El0f
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1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT IRC AND 5 INSWING VERTICAL CROSS SECTIONS M -
FLORIDA BUILDING CODE(FBG)BASED ON THE SIGNED AND SEALED DATE. PRODUCT HAS —61-- to-
BEEN TESTED TO ASTM E330-02,E331-00,E283-04,E1886-05,E1996-05b&AAMA 1304-02. INSWING HORIZONTAL CROSS SECTIONS
0 cc
INSWING HO LZONTAL CROSS SECTIONS
8 OUTSWING ELEVATIONS SINGLE AND DOUBLE DOOR SYSTEMS PASS WINDIZONE(WD)4 RATING. DOOR SYSTEMS z 0
10 .a- LL Cq
HAVING SIDELITEJTRANSOM COMBINATIONS RATE AT WINDZONE(WD)3. 9 OUTSWING VERTIR CROSS SECTIONS z W 00
ILI
NOTE:GLAZING IN SIDELITES AND TRANSOM ARE NOT IMPACT RATED. �E 10 OUTSWING VERTICAL CROSS SECTIONS
2. 2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE. 11 OUTSWING HORIZONTAL CROSS SECTIONS 4
1-2 —OUTSWING HORIZONTAL CROSS SECTIONS d r 23
3. PRODUCT ANCHORS SHALL BE As LISTED AND SPACED AS SHOWN ON DETAILS.ANCHOR13 ANCHORING LOCATIONS w- 15--lrz
e
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. o ��]�4�] LOCATIONS L y a.
4. FOR DESIGN PRESSURE RATING SEE TABLE 1,SHEET 1. Va 15
ANCHORING LOCATIONS&DETAILS
5. SCALE BASED ON 11x17 SHEET SIZE. ij 16
6. ALL IX&2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER. NOTE2 9� 2 UNIT COMPONENTS
7. FLORIDA APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES
AND TRANSOMS.
B. PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTIONui
REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL.BE USED WHEN W_w
INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH)RATIO OH 0 w
LENGTH/OH HEIGHT IS 1.0. INACTIVE ACTIVE ppm -a
0 M
0z w
AST GALA
DOOR LEAF CONSTRUCTION: 1,1�4 ORO '<0
FACE SHEETS:THE FACE SHEETS ARE GLUED TO DOUBLE UNIT(XX NOTE 2 olz ou-1
z
a - _,
THE CORE AND SUBSTRATE WITH LMC ADHESIVE. (INSWING IMPACT)
Jae 3LU
ED-f2 E 0
CORE DESIGN:THE CORE CONSISTS OF 1-1.25 POUND to zz
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DENSITY EXPANDED POLYSTYRENE(EPS). ��&
5 1
PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF 0 C9 < z
(b 3:
24-GAUGE(.021-MIN)GALVANIZED STEEL. THE AVERAGE MIN.YIELD STRENGTH OF 24 GA (n 0:
SHEET METAL SKIN IS 40,300 psi.THE FACE SHEETS ARE BENT 90"OVER THE 1.688"X 1.0' TABLE z K 0
0
B
LVL(LAMINATED VENEER LUMBER)STILES AND TOP RAIL.THE 1.688-X 1.203-BOTTOM RAIL e
CONSISTS OF ROLLED-FORMED GALVANIZED 25-GAUGE(.018-MIN)STEEL,THE LOCK DESIGN PRESSURE RATING
BLOCK IS 1.688"X 3 1/8"X 12"FINGER JOINTED PINE. DESIGN PRESSURE RATING: >-
SIDELITE CONSTRUCTION:EACH SIDELITE IS CONSTRUCTED THE SAME AS A DOOR PANEL, to co
INCLUDING CORE DESIGN,BUT EXCLUDING THE WOOD LOCK BLOCK.INSULATED GLAZING 0 Uj
CONSISTS OF TWO 0.125"TEMPERED GLASS PANES SEPARATED BY A 0.75"AIR SPACE. SINGLE DOOR WITH&WITHOUT DOUBLE DOOR z 0
FRAME CONSTRUCTION:THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD. SIDELITE(S)AND/OR TRANSOM W/O SIDLITE OR TRANSOM <�z
X 0
THE OUTSWING SILL IS COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUM INSWINGPOSITIVE +55 +55
CLADDING.THE INSWING SILL IS COMPRISED OF A COMPOSITE MATERIAL WITH AN — z
ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT THRESHOLD. ALL BOTTOM NEGATIVE -55 55 000 x 0
FRAME CORNERS ARE COPED,BUTTED,SEALED USING SILICONE AND FASTENED USING C,U S2
THREE 16 GA.7116"X 2"LONG STAPLES AND ONE#8X2 FH WOOD SCREW PER CORNER, OUTSWING POSITIVE +55 +55 111 0 w
INSWING SYSTEMS HAVE A#8X2 FH WOOD SCREW IN EACH SILLMAMB CORNER ANGLED NEGATIVE -55 -55 -ic z;
FROM SILL INTO THICK PORTION OF JAMB.TOP FRAME CORNERS ARE COPED,BUTTED,
us Or
SEALED USING SILICONE AND FASTENED USING FOUR 16 GA.7/16"X 2"LONG STAPLES
JOINTS,SILICONE SEALANT AND FOUR 16GA X 7116'X 2-LONG CROWN NOTES:
AND ONE#8X2 FH WOOD SCREW PER CORNER.INSWING UNITS WITH A GLOBAL STAPLES THROUGH THE JAMB. THE MULLION TO DOOR/SIDELITE IS 1- ALL VIEWS FROM INTERIOR. <
ASTRAGAL ATTACHED TO THE INACTIVE PANEL,HAVE A 7116'HOLE DRILLED AT THE CREATED BY SANDWICHING SILICONE SEAL-ANT BETWEEN THE JAMES 2-MASONRY AND CONCRETE CONSTRUCT("41 I If III, C's 0
CENTER OF THE SILL THRESHOLD AND FILLED WITH DOW 1199 SILICONE. A PLASTIC OF THE TWO FRAMES.1"X 1/2"CORRUGATED NAILS ARE USED ON THE
-HOLE AT THE CENTER OF THE SILL ANDA RECEIVER PLUG IS INSERTED TO RECEIVE THE BOTTOM ASTRAGAL BOLT.OUTSWING EXTERIOR SIDE TO FASTEN THE JAMBS TOGETHER AND#8 X 2'
UNITS WITH AN INACTIVE PANEL,TAKE A 1/2 z
METAL STRIKE PLATE IS FASTENED USING TWO#8 X 2-1/2"SCREWS TO RECEIVE SCREX91tally signed by Hermes F.No
WS ARE INSTALLED THROUGH JAMBS ON THE INTERIOR SIDE.A rero,P.E. 12J31109
THE WOOD MULLION COVER IS THEN INSTALLED OVER THE ENTIRE LENGTH leason:I am approving this document 0 SCALE: 112*=1'
BOTTOM ASTRAGAL BOLT. INSWING AND OUTSWING UNITS TAKE A 1/2"HOLE AT THE
)ate:2014.1111 10,.04:34-05'W
CENTER OF THE HEAD ANDA METAL STRIKE PLATE IS FASTENED USING TWO#8 X 2112" OF THE EXTERIOR JOINT,SEALED WITH SILICONE SEALANT AND HELD
SCREWS TO RECEIVE THE TOP ASTRAGAL BOLT.ALL FRAME JOINERY ARE SEALED AT IN PLACE WITH 16GA X 7116'X 2"STAPLES. OWG-InG.LUBBECKE
THE EXTERIOR USING DOW 1199 SILICONE. TRANSOM GLAZING:THE GLAZING CONSISTS OF 2 PIECES OF 118" )0
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TRANSOM F ANNEALED GLASS AND ARE HELD IN PLACE BY THE SASH AND THE 0" 'Z.
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PROVIDES A 7/16
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