HomeMy WebLinkAboutProduct Approval (2) FAL ;t �_
RECEI`.7 :_D JUL 30 2015
TRINITY GLA.S,S
I N T E R N AT1 ON A
#_51S 1st V'a s,"i�d•31W-y,FrtiaF�73 I FRAME WIDTH
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GENERAL NOTES tE
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1. This product has been evaluated and Is in complioncewith]be Sin Edition(MI 41 Florida Building ? no
Code(FBC)structural requirements Including the Wgh Velocity Hurricane Zone"(HVHZ). Z
2. Product anchors shollbeashied andspacedasshown an.detalls.Anchor embedment tobase O �a
LL material shall be beyond wall dressing or stucco, - S z
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3. When Used in iha"HVFR"th(s product complies with Section 1626 of the Florida Building Code �
and does not require an impact resistant coveting.
4. WhenusedinareasouWdeafthe"HVHtrequuingwind'bomedebrisprotectionthis product �a
a complies with Section 1609.1.2 of the FBC and doesnot require an Impact reslstantcovering.
Thisproduct meets missile level"W and Includes end Zone'4 os defined to ASTM E1996 and
Section 1609.12:2 of the.FBC.
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8 5: Far2xstud framing construction,anchoring of these units shall be the soma as that sham for 2x
buck masonry construction.. ej
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6. Site conditlons that deviate from the detals of this drowing require further engineering anoly i IL
by a licensed engineer or registered orchNecL S
7. This product meets water Infiltration''requirements for°HVHr.
§: TABLE OF CONTENTS FRIiME a t raj e °
SHEETS DESCRIP77ON _. r ffifE,f�I3tON„_ ;�^' __" FQSIByBr:7�EGA7IVE„
1im a eva ns, es pressures 8 genera notes-
2 Dcor l aeto WOOD X75.0 75.0 an`1118112 °
3 Horizontal cross sections — .- —. 37-Wx,80.76' - - - suaE N.T.S.. °
-4 Vertical cross settlors •- PVC oKrr.vr: JK c
5 Buckan eanchonn _ tIBERGLASS/COMP +60.0 •60:0
oaz:rn: LFS - 3
6 Components
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SEE HINGE
DETAIL 1 : I
D �' L BUCK' - b -�•., F i
TYP.HEAD - •, _ F lX BUCK'
_ AND JAMBS - TYP.HEAD
2X BUCK... - ANDJAMBS -
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BUCKANCHORING HINGE JAMB FRAME ANCHORING' STRIKE JAMB'
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`.m CONCRETEANCHOR NOTES:
1.Concrete anchorlocofiors at the comers maybe odiusfed to matntoin the ndn.
G edge dLsfcnce tomortdrWfs. e
-:_-� 2,Concrete.anchorlocafiom noted cr"MAX.ON CENTER"must be a�usted to -
- maintain the mh edge distance to morfor)ofnts,addHonaf concrete anchors - c -
may be required to enswe the h1AX.ON CENTER-dmren�on are not exceeded. - BUCK .1 2X BUCK
_ -3 Concrete anchorfabte '
` ANCHC+R ANCHOR MIN;,- t H IXBUCK H IXBUCK
,n AtfN LlEijtlANCE .lA1(JJ CtPARAMCE . . . - . - � ;
<e 7¢MASONRP TOADJAGENT
� �-Tt(RE'; ,� SIZE_� EAABEDIuIE�IVT 26 . 26
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TAPCON m 1.1/4'. 3" 1.1/2" - cex er: LFS 3
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WOOD SCREW UZIALLATLON NOTES: HINGE DETAIL 1 HINGE DETAIL 2
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t.Main}gin a minimum 5(8'edge d<stonce.Y end dBtance.6spacingFL-15255:1.'o.c.spacing of - � °.-.
woodsorews to,prevent the WgfUng of wood. ' srar,5 cr 7 "-
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` BILL OF MATERIALS
mm 1 VEJC MOR
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A 1XBUCKSGr_0S5z
_ WOOD'
B 2X BUCKSGr_.0.55 _ WOOD
= C. 1/4"MAX.SHIM SPACE
D 1/4"X23/4'PFH ELCO.OR ITW CONCRETESCREW = STEEL..
MASONRY-3,000 PSI MM.CONCRETE CONFORMING TO ACI
E CONCRETE
301 OR HOLLOW'BLOCK CONFORMING TO ASTM,C90
= - E z oy
F 1/4"X3-3/4"PFK.ITWCONCRETE SCREW STEEL �� `�$ -9 e,
H- 1/4"X3-1/4"PFH.ITWCONCRETESCREW STEEL'. - �:
J #9 X 21/4"PFH WS STEEL'
L #BX2-1lT PFH WS STEEL - 11 -
M 3116'X3-IMFFHIIW CONCRETE SCREW STEEL
1/4"X23/4`PFHELCO OR ITW CONCRETE SCREW -STEEL" -
=1 - JAMB-.FINGER-101NTFINE-SG>=DA2) WOOD-
2 JAMB - PVC'' -._-
3 .-JAMB FIBERGLASS/COMP: -
B #6X1-1/4 PPrL DRYWALL SCREW STEEL:
12 WEATHER STRIP QEBD650QAON m �`
183.983"X4.0"HINGE.MINOA987HICK - - STEEL s 40
19. SILLKEY - PClASA'
22 DEADBOLTSTRIKEPLATE - 'STEELI m
23 rSTRIKEPLATE - STEEL`.
24 #9X5/8"PFH WS- STEEL a ::
�,. 25 "OUTSWINGHIGH-DAM THRESHOLD ALUMINUM W/COMPOSITE SUMTRATE ALUM/COMPS y},
- 26 <#9 X tD'PFFL WS.:r.. _ - STEEL
a 27 OUTSWINGTHRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUMJCOMP.: - - - - - -
40 DOOR PANEL.-SEE DOOR PANEL.DETAIL SHEET FOR CONSTRUCTION OETALLS I -
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64 #8X2'PFHWOOD'SCREW _ '' _ STEEL
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