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GENERAL NOTES I
1. This product has been evaluated and is in compliance with the 3th Edition(2014)Florida Building ^ of a
Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). m a E{ a
2. Product anchors shall be as fisted and spaced as shown on details.Anchor embedment to base 'm
material shall be beyond wall dressing or stucco.
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t 3. When used in areas requiring wind borne debris protection this product complies with Section a
3 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile N
level"D"and excludes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.2 of the FBC. o m z
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9 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x nLn
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5. Site conditions that deviate from the details of this drawing require further engineering analysis Q
by a licensed engineer or registered architect. nd
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gTABLE OF CONTENTS �_ i
SHEET k DESCRIPTION _0'o
s I Typical elevations,design pressures&general notes _ OiFERAt L :DESIGN PRESSURE(PSF)-
2 Door panel details .SWING _ ER 4ME ^z
Z 3 Horizontal cross sections ; OIMI NS10N POSTFlVE: NEGATIYEn. avE: 4123108 i
4 Vertical cross sections
INSWING 3759"x82.)V' +670 -670 score N.T.S.
5 Buck and frame anchoring-2X buck masonry construction . . .
on M.BY.. AL m'
6 Frame anchoring-IX buck masonry construction OUTSWING 37.54"x 80.69" +67.0 -67.0 CHK.BY. LFS 3
7 Bill of Materials&Components oBawu
FL-3891.2 c
sHEE1 1 or 7
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No.43409
PRODUCT; Docum.nb Pnpar.d By: i 8L41EOF
f x F 7HERMA—TRU Lyndon F. Schmidt N.
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r FIBERGLASS DOOR P.E. No. 43409 '// � �.`
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$ r y W 2 1 28/15 UPDATE TO STH ED. 2014 FBC LFS PART OR ASSEMBLY: GD BUILDING CONSULTANTS/�N111
Iv iv !A o 1 6 i 1 12 REVISED TO 2010 FBC UK DOOR PANEL DETAILS YY P.O. Box 230, VDlrico, FL 33595
Co NO DATE BY Phone No.: 813.659.9197
REVISIONS FBPE CA No. 9813
0 20138 R.W.BUILDING CCINBII-El INC.
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THERMA—TRU Lyndon
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FIBERGLASS DOOR
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0 to y W 2 i 211 15 UPDATE TO 5TH ED. 2014 FBC LFS PART OR ASSEMBLY: BUILDING CONSULTANTS, �N�.
IV N in 1 6 11 12 REVISED TO 2010 FBC JK HORIZONTAL P.O. Box 230, VDirlco, FL 33595
NO DATE BY CROSS SECTION Phone No.: 813.659.9197
REVISIONS FBPE C.A. No. 9813
®2008 R.W.BUILDING CGNeUL—N—INC.
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THERMA—TRU Lyndon F. Schmidt
FIBERGLASS DOOR P.E. No. 43409 lt' ��`
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2 1/28/15 UPDATE TO 5TH ED. 2014 FBC LFS PART OR ASSEMBLY: �//�//BUILDING CONSULTANT1111141 .1t `
(n p i 8 11 12 REVISED TO 2010 FBC JK YY P.O. Box 230. Valrlco. FL 33595
I� N C0 NO DATE BY VERTICAL Phone No.: 513.659.9197
REVISIONS CROSS SECTIONS FBPE C.A. No. 9813
®2CCB R.W.BUILDING CONBIILTANTB INC.
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BUCK ANCHORING STRIKEJAMS FRAME ANCHORING HINGEJAMB w o g
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CONCRETE ANCHOR NOTES: o� m
1. Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortarjoints. a
a 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to
a maintain the min.edge distance to mortarjoints,additional concrete anchors
may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 9 N =
d 3 Concrete anchor table 28 K N C o z
FAf.N MIN CLEARANCE MIN CLEARANCE 10
ANCHOR ANCHQR TO MASONRY i0 ADJACENT o m
iNPE SfZE EM..... hff. ,,,,'> EDGE>? ANCHOR ..._`; 10 z n°
Z 27 ❑ K DATE: 4123108
PC ® 1/4" 1-1/4" 2" 4" sGur. N.T.S. 9
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TAPCON owc.er: AL 'm
2 ELCO ® 1 4" 1-1/4" 1" 4"
ULTRACON / cxK.er: LFS 3
€ WOOD SCREW INSTALLATION NOTES:
oaaenwG No.: d
1.Maintain a minimum 5/8"edge distance,I"end distance,&1"o.c.spacing HINGE DETAIL LATCH 3 DEADBOLTDETAIL FL-5891.2 m°o
of wood screws to prevent the splitting of wood. SHEEr OF 7 "
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CONCRETE ANCHOR NOTES: o 21 of
1. Concrete anchor locations at the comers may be adjusted to maintain the min. W
edge distance to mortarjoints. o
2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to 9IL
maintain the min.edge distance to mortar joints,additional concrete anchors H s a =
may be required to ensure the"MAX.ON CENTER"dimension are not exceeded.
3. Concrete anchor table: 10 N
ANCHOR. ANCHOk 1411N MIN:
CLEARANCE :MIN,-, LEARANCE 10
s 70 MASONRY i0 ADJACENT w z o
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1YPE SIZE BEbMEN1
EDGE.. .. : .:_...:ANCHOR.: DATE: 4/23/08 =
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TAPCON® 1/4" 1.1/4" 2" 4" SCALE: N.T.S. 9
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2 ITW 3/16" 1.1/4" 3" 1-1/2" CHK.BY: LFS
~ TAPCON® HINGE DETAIL 3
ai E WOOD SCREW INSTALLATION NOTES: DRAWMC No.: �
1.Maintain a minimum 518"edge distance,I"end distance,8 I"o.c.spacing FL-5891.2 0
of wood screws to prevent the splitting of wood. SHEET 6 or 7
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BILL OF MATERIALS ,X. * 'Vn.
ITEM DESCRIPTION MATERIAL y n
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A I X BUCK SG>=0.55 WOOD
B 2X BUCK SG>=0.55 WOOD "�
C MAX.1/4"SHIM SPACE WOOD
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D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL h �''' # ���`��
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI = ����������` o°m
E CONCRETE o a
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 U, II I � � � „=j
G 3/16"X 3-1/4"PFH ITW CONCRETE SCREW STEEL 9 m° m°
H 1/4"x 3-1/4"PFH ITW CONCRETE SCREW STEEL `a �'a m a 0 0.
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J IX X 3-3/4"PFH ITW CONCRETE SCREW STEEL NERD d SIDE a
K #8 X 2-1/7'PFH WOOD SCREW STEEL 19 20 Jamb E =o Z
L #10 X 2"PFH WOOD SCREW STEEL
7 SHORT REACH COMPRESSION WEATHERSTRIP FOAM A'a.
8 LONG REACH COMPRESSION WEATHERSTRIP FOAM
9 4"X 4"HINGE.097'THK. STEEL
10 #10 X 3/4"PFH WOOD SCREW STEEL
17 KWIKSET SIGNATURE SERIES PASSAGE LOCK STEEL =o Q
18 LOW PROFILE OUTSWING BUMP FACE THRESHOLD ALUM./WOOD 2.29--lLn
19 HEADER JAMB PINE,S.G.-0.42 WOOD L 3 m a
20 SIDE JAMB PINE,S.G.>=0.42 WOOD wir w o0
21 KWIKSET SIGNATURE SERIES 780 DEADBOLT STEEL r �m
27 LATCH STRIKE PLATE STEEL I I— 4.67' —7 I o m
28 DEADBOLT PLATE STEEL o
32 DOOR BOTTOM SWEEP PVC a
33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. �1 LOW PROFILE oUTSWLNG BUMP FACE
40 FIBERGLASS DOOR PANEL-SMOOTH STAR m
41 SS DOOR SKIN.070"MIN.THK.FIBERGLASS BY SMC m
THERMA-TRU WITH YIELD STRENGTH Fy(MIN.)=6,000 PSI
42 TOP RAIL COMPOSITE +
t 43 LATCH STILE LVL WOOD N
" 44 HINGE STILE WOOD d T z
45 BOTTOM RAIL COMPOSITE w g
46 POLYURETHANE FOAM CORE-1.9 LBS.DENSITY FOAM 5.76' —{ R
47 LOCK BLOCK REINFORCEMENT WOOD I o") Of
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a NOTE:WOOD/LVL COMPONENTS(PINE,SG>=0.42) I o
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a DATE 4123108 a
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C DRAWING NO.: m
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