HomeMy WebLinkAboutProduct Approval PeernaeD oV
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�` BUILDING DROPS,INC.
No
f43[.[I4NN e(At]I3L1'D,Si[.f3q
37 1/2"MAX. oaga sFnu�.f1 zww
WINDOWS
T �7 ��T e DOORS rn:;e;a a.73
VY I lr ® Y1 �7' o.A.wIDH FAA:13ifi'a,M
fi wss:w,..,.e�:d.�moq..cq,n
DESIGN PRO/SMOOTH PRO FULL LITE 371/2"MAX. 9 ti
IMPACT APPROVED 6 D.A.WIDTH LU
FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 6 4 o a z
QQ gF�
3 x 9 Z 04 z
GENERAL NOTES: _ = 6 m 6 a 0 O Q Z
� L9 Z �N� 6 5 �Q o�
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA m = s s a 5 ® ACTIVE OJ Q Q zjc
BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: f 4 6 6 o Z LL 3 C w Z rTl C
• TAS 201-94 hal
• TAS 202-94 3 Z LL s ® ACTIVE 3 w 3?Q s = w a
• TAS 203-94 �+—d s s z ,�0 h —f w �
"o = 0?a w0 UK 3
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE 0 a
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE t}1 N
FOUNDATION IS HE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF LLI
INSTALLATION. w cc
d
3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR ~
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED 3 + 5 6 7 6 9 3 < s 6v 7 s 9 REMARKS BY1 DATE
HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS 4 4 4 a a e 4 < 4 4 4 4 A kdd ADA 1111,MP Fuck,Radius LL GL 6/23/14
DOCUMENT. TyP,ELEVATION 1 n TYP.ELEVATION 2 gt(erentc D Y uA010872A AM 09J16/19
'7-—a.141GM 1 Y4[rOfIA u(fGNT
4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON HIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE.
5. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET 6 FOR GLAZING DETAILS, unK3wFco mnnpgfrrq sncgq
Frrc usri m�nogs uuu wsT4unrmn ro ofh4n
6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BUNDS BETWEEN rwga mr uauuaraunq onNuugnrw.4uasm
fnrynlCq Oq gRCwRR gnN1 FgFVAq(SRF Sq[taK
GLASS,DECORATIVE,AND EXTERNAL WROUGHT IRON AND RADIUS(SHAPED)UES. ,
nnrvrs`111 1111 J JJ n,r�i
AFC
H497 SILL
EETS WATER
TION AT WATER TEST PRESSURE IW`TP) OF 9.75 PSF.
7 REMAININGSILLS NOT RATED FOR WATER INFILTIRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT \\\ � O''!!!!
PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY \` •' !i
OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH i OH HEIGHT IS 2 1.0 RECEIVED
NOTE: 0
DOORS SHOWN ABOVE MAY BE LEFTp N .7 7
OR RIGHT HAND OPERATING DOORS. NHR
2 e 20z� S A OF rY
Permitting Gepartme nt
A P•: �,�.
St. Lucie County
TABLE OF CONTENTS rgoCdyeZ 4 ff°Nn,ry+Al\
SHEET REVISION SHEET DESCRIPTION
1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES
2 A TYPICAL ANCHOR LAYOUTS AND NOTES MAX.OVERALL DATE: 02.05.14
NOMINAL SIZE DESIGN PRESSURE(PSF)
3 - OPTIONAL 2X BUCK ANCHORING DETAILS MISSILE DWG. Y: CHK. Y:
CONFIGURATION INSWING OUTSWING IMPACT GL JM SS�MSS
4 A VERTICAL ASSEMBLIES WIDTH HEIGHT RATING
5 A HORIZONTAL ASSEMBLIES POS. NEG. POS. NEG. SCALE: NTS
6 n GLAZING DETAILS K T-0" 6'-8" 65 65 65 1 65 LMI&SMI DWG.it: D015704
7 A WOOD SUBSTRATES
%RADIUS 3'-0" 1 6'-8" 65 65 65 65 LMI&SMI SHEET: OF10
SO 50 SO 50 LMI&SMI A
8 A CONCRETE SUBSTRATES % 37-0" 8'-O"
1
9 A COMPONENTS&BILL OF MATERIALS
'SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS.
INSTALLATION NOTES: PREPARED
r 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE BUILDING DROPS,INC.
SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE Darty Buoy Urw.51L W
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. DANtA U[A('.K
37 1 2
t.371/2"MAX. rN�sal;o-a eara
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO O.A.WIDTH
STUCCO,FOAM,BRICK VENEER,AND SIDING.
3"TYP-
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL C2 C2 3n TYP. w
OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS. d i Z 3°'
wpm
S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR i0 in p O 0`J' w m
JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR101NT INTO FACE C Z
SHELL OF BLOCK. 2 O Q
tia V)
F- x
6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2K BUCK pO
CONCRETE/MASONRY CONSTRUCTION. ro J I� O
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE
FOLLOWING PROPERTIES: [.:i m p pCL rT,O
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. Z o- = E'3 � Z� O o
B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. c z a [, 2
C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH j 3 O W ® W w Z
OF 2000 PSI AND GROUT CONFORMS TO ASTM C476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 O? vs rn O Q s
P51. g J o
D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH
OF 2000 PSI. / V
J_
8. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR
LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. ~
REMARKS BY1 DATE
9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. A2 A2
Add ADA sill,MP 10k,Radf.s Lt. GL Or,123114
P.ANCHOR LAYOUT Reference DWG.OAD30872A AM 09/10/19
ANCHOR TABLE
r"s ss.ram Fun.ciu.scwunimaro..snmz
6'8"DOORS 810"DOORS sucrture corsmOwNs uusevar novrownArr
ox a+[mwnacrnwrs ronAUD�i,iury A uaNsen
a Da,wnur[ s,wa m[`waa sn[srcasc
ANCHOR MIN. MIN. MAX.O.C. MAX.O.C.
ANCHOR TYPE SUBSTRATE
SIZE EMBEDMENT DISTANCE SPACING AT SPACING AT \`\\\
JAMBS JAMBS NOTE: �
NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLY. `�� ��•E••S'• 'P �i
WOOD SCREW #10 2X WOOD BUCK 1-112" 3/4' 17-1/2° 17-1/4'
OR FRAMING Q
N .7 7
ITW TAPCON 3116" CONCRETE/CMU 1-1/4" 2-1/2' 17-1/2" 17-1/4° '�' .k.
a S A .OF
1-3/8"-CONC.
ELCO ULTRACON 1/4" CONCRETE/CMU 1" 17.1/2" 17-1/4"
1.114°•CMU i()� � QP':
IT W TAPCON 3/16" CONCRETE/CMU 1-1/4" 1" 10" 1 14-3/8" FFFiC c Nsr ro+cS4N�a``
PY
B2 2.49 X 2 112'PFH
SCREWS
2-tr9%21/2°PFM DETAIL 02 25 26 02.05.14
ttP.HOPPE DATE:
PFH SCREWS MULTIPOINT SHOOT BOLT DWG. Y: CHK. Y:
PLATE LOCATION G L TJ M SSAMSS
7DETAIL62 (RH PLATE SHOWN) SCALE: NTS
ttP.HOPPE i-BOTTOM SHOOT
MULTI-POINT SHOOT BOLT BOLT PLATE D`^IG-'+' D015704
PLATE LOCATION HOPPE NZG98911 flwSHEET: OF 10
SILL SECTION VIEW HEAD SECTION VIEW
—W.G WIDWN ONStY GW_ inswrncsnown Dmf GW
.1 DETArt 0Z S[[D[TM D2
PREPARED 6
BUILDING DROPS,INC.
393 C.W—DUCH B—.,SM 319
0.1WA PUCH.FL 3iUts
PH:19s41—..
FAX:ISB417UAM
4 1/2"TYP. 4 1/2"TYP. wts:.w.m,w"ca=o.wm
1 1/2"OFFSET
m.
o°
1--0. °
i
i p px cc Y J W LL
m o15
CL mF gfd
m �¢ X � mY
w �CL J
¢ z zo
—
a— Z We
20 y
~ U
O Q
i
1.4
W W=
C t J
r
REMARKS BY DATE
Add ADA LII,MP Lott.R.&.U. GL /23114
P.ANCHOR LAYOUT Rd—.DWG.uAO10872A AM /10/19
3 niuHALss9uamconatit/AwsOHPr
1W MA at BFR[R NIUeI[f1FmflpM f6
TOC-
1/4"
f{FL b Lit flWgilONs GlR(dSi,LLL1pH i0 SYu1F
i"F PtdiN[MFYFS DFTYft01CM�H.aipH40
{xGa[t9 MMCMIFRSHNt ix(vn4t Srtl s"IID[
f fry
11/4"MIN.EMBED TYP. .H
Z
QN SEE TABLE 2X BUCK ANCHOR TABLE ` �• ..S•• �'
0-�O
o G 6'8"DOORS 8'0"DOORS N .7
�*
Z NTER
ANCHORTYPE ANCHOR SUBSTRATE MIN. MIN'EDGE MO CENTER 'O $ /� OF _ O_
512E EMBEDMENT MAX.O.C. MAX.O.C.
i; SUBSTRATE DISTANCE 0
v'—^ I SPACING AT SPACING AT j O L 2X WOOD BUCK INSTALL JAMBS JAMBS
�i � ,�
2X WOOD BUCK ij til'- �,ro
ANCHOR PER BUCK ANCHOR TABLE ITW TAPCON 1/4" CONCRETE/CMU 1-1/4' 2-1/2' a• 25' 30-1/4•
ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8••CONC 1' 4" 25" 30.1/4•
2X WOOD BUCK INSTALL. �2X WOOD BUCK INSTALL. 1-1/4°-CMU
3
T [Im3s 9m. Lot v9!w
DATE: 02.05.14
NOTES: DWG. Y: CHK. Y:
1. 2X BUCK IS NOT FOR INSTALLATION AT SILL. G L TJ M I SS MSS
SCALE: NTS
2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. 015704
DWG.k:
SHEET: OF10
3
' PREPARED:it
BUILDING DROPS,INC.
JBB!DANw B[ACM BlYO�SEE.JJ9
j/�j j j/ j�/ I m DAnw9uat.itlwD+
/// / �� PN:lBilj399.gii8
11 11 W
INTERIOR EXTERIOR EXTERIOR /. INTERIOR -�
J m p^f
4 T INTERIOR EXTERIOR LL
f
Ij Lu m Y
OPERABLE HEAD OPERABLE SILL OPERABLE SILL W`
4 OUTSWINGSHOWN-INSWINGSIMILAR 4 INSWING 4 OUTSWING L~ U c
W K y
O Lu s
a=
W,
11
REMARKS BY DATE
EXTERIOR INTERIOR Add ADA sill,MP Lock,Radivs lx. G4 6/23/14
INTERIOR EXTERIOR INTERIOR EXTERIOR
/ Reference DWG.dA010872A AM /10/19
10
/...a.e.,. �. ro♦ i N uxtw Au t R
` �� MAi HDt R[i1E(t ACilUI<aNOrtgA6190A SPttli
LIF YLi[[ON[MiN1NRCAIRE WSTAtUTgN 100[WlC
(MY TIS[RLgtRRFMFNR DLiARJD NEPLW.�IYlxYD
tNL W[ER W AKMitR LOLL MtvARt NC Y[(vt
5 OPERABLE ADA SILL OPERABLE SILLS OPERABLE SILL
(� INSWING/OUTSWING INSWING `+ OUTSWING ``,
OPTIONAL AFCO H-497 %�
* ; N .7 7
9 *
'O S A OF
11 �i pT � LRP='• 44i�
g
INTERIOR EXTERIOR
8 INTERIOR EXTERIOR
/
DATE: 02.05.14
�.. DWG. Y: CHK. Y:
GL TIM SS/MSS
g OPERABLE SILL Og OPERABLE SILL SCALE: NTS
4 OUTSWING 4 OLIrSWING awG- D015704
SHEET: OF10
4
r .HINGE SCHEDULE HINGE DETAILATIAMB: PREPARED
DOOR HEIGHT QUANTITY PLACE 09 X 2.1/2"PFH SCREW NEXT TO WEATHERSTRIP
BUILDING DROPS,INC.
3 ML-
4 E.WN4 \ PN:IBSsi]92.0478
FAX 193a1DAa J7S8
wfa:.+�.aammyaroP.mm
3-08 X 11/2-PFH
1-REINFORCEMENT
1 S1400T STRIP1 19
W oJJw
CL m w LL p
11 INTERIOR INTERIOR \\• / / - �'-` Z
I I O a LL Q m f a LL
1.09 X 2.1/2"PHILLIPS O¢ Ln
w x
FLATHEAD WOOD SCREW ( ¢ Q In
Z.
.\ \. 3-09X3/4"PHILLIPS q Z W°
FLATHEAD WOOD SCREWS I I Z N
20 EXTERIOR EXTERIOR o
1/2"PFH 4-09 PHILLIPS FLATHEAD WOOD SCREWS I;
W/STRIKE HARDWARE 17 USE 3/4"LENGTH FOR 6'-8"DOORS Q Q ?
4-MPL STRIKE PLATES USE 1"LENGTH FOR 8'-0"DOORS = i
LOCK JAMB HINGE JAMB GU MULTI-POINT LOCK w W�
5 OLITSWING SHOWN-INSWING SIMILAR OUTSWING SHOWN-INSWING SIMILAR 5 TOP/BOTTOM REINF.PLATE-ACTIVE PANEL ONLY r
REMARKS BYJ DATE
d ADA sill.MP Lock,Radius Lt. GL 6/23/14
RO—.1t,DWG.RACIO872A AM 09/10/IS
9.09 X 13/4"PFH3-08%2"PFH 13-08 X 13/8"PFH(6'-6"UNITS)
8-09 X 2 1/2"PFH W/HARDWARE 15.08 X 13/8"PFH(8'-0"UNITS) • E X N
(6'-8"&8'•0"UNITS) W/STRIKE HARDWARE COMES W/HARDWARE
vpu,Y Nil XErEEfl urB.EmNel,aM loXaamK
W/STRIKE HARDWARE 1-MPL STRIKE PLATE sof.avu coumllow ausf ws*uurwN7auwrz
4-MPL STRIKE PLATES 4-0$X 13/8-PFH I[N4alCfll•OR.RCEutECSlwlDnerDmFSrt[SIEOrK
21 1-REINFORCEMENT PLATE
20 HOPPE 02512296
c `11{{IIIIIT/2j2
EXTERIOR EXTERIOR 1z'
c
� �•* N .77
- - -- - — - ---- - - =q O ' SA OF c�
INTERIOR d INTERIOR f c ��T (L P•'•�/��
rare�d9r YR tT�
Il 11
4 ROCKWELL MULTI-POINT LOCK JAMB HOPPE MULTI-POINT LOCK JAMB r6--�HOPPE MULTI-POINT LOCK DATE: 02.05.14
5 OUTSWINGSHOWN-INSWINGSIMILAR l S l OIITSWINGSHOWN-INSWING SIMILAR 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY DWG, Y: CHK. Y:
GL DWG/
SS�MSS
SCALE: NTS
DWG.it: D015704
SHEET: OF10
5
PREPARED
BUILDING DROPS,INC.
198 E.DANIA nEa.MD..STE.119
DANIA eEA(R,,I—
.(m)FF Fare
FM Ine+l'+a ane
u'E9:r"m.wib+��-rare
i
z
O�w o"-I•„ce
¢ NLLJ
LL N
1"MAX. 1"MAX. 1"MAX. Z C F-
1/2"AIRSPACE 112'NRSPACE 112"AIRSPACE 1"MAX' 1/2"AIRSPACE �d Q
O Q Cc
I-- ^Y
INTERIOR EXTERIOR 114TERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR (S`ir Q m
,-1/8"ANNEALED GLASS -1/8"ANNEALED GLASS ,-1/8"ANNEALED GLASS —1/8"ANNEALED GLASS
0.090"SOLUTIA PVB INTERLAYER �" 0.090"SOLUTIA PVB INTERLAYER 0.090"SOLUTIA PVB INTERLAYER
z m z m i m 0.090"SGP INTERLAYER 4"
.n 1/8"TEMPERED GLASS F 1/8"TEMPERED GLASS 118"TEMPERED GLASS z C BY DUPONT 0 °
°-� DOW 1199 SILICONE �° 1/8"TEMPERED GLASS
DOW 995 SILICONE DOW 495 SILICONE p
DOW 995 SILICONE DOW 995 SILICONE °
I I
22 22 23 24
r
F
RED]-SEAL
'A -SEAL DOW 995 SILICONE REMARKS BY DATE
DOW 1199 SIUCONE r_
(]:)6'-g" GLAZING DETAIL �8'-0" GLAZING DETAIL �DFLUSH GLAZE DETAIL 44 GLAZING DETAIL RADAs0ElWLock,R0872A E. GL 6/73/14
RMCrcnEC DWG.tA0708]2A AM /1(1/19
6 20 1/2"MAX.D.L.O.WIDTH 6 20 1/2"MAX.D.LO.WIDTH 6 23 7/8"MAX.D.LO.WIDTH 6 FOR OVAL,SUNBURST,AND ROUND TOPS
621/2"MAX.D.LO.HEIGHT 781/2"MAX.D.L.O.HEIGHT 78 7/8"MAX.D.L.O.HEIGHT IN 6'8"UNITS AT DP+/-65 PSF ONLY
EXTERIOR owrror.Eaccr.cTuu(nrmrrnisroa"iRo*u
urc n srrE condor suave varuArro"ro osvuEE
j�INTERIOR 1/8"ANNEALED GLASS
0SEALA0.90"SOLUTIA PVB INTERLAYER
1/8"TEMPERED GLASS
EALANT nEoersnSEn�nna�urt�n`nuo`nF`r"nF`.As`cE.w,.1rner1aEcu1nrvI sonlmutm.lnvTEn.ofEr sfrt"O fu/ws2n.'.
uEA'rsD'nr'ne*m
�xi�ircm
N .77
STRUCTURAL '13 S A OF
SEALANT �i C)� d P:
5 GLAZING DETAIL OPTION
rv�(dyr 1 nD,�3r,�`
6 20 1/2"MAX D.L.O.WIDTH
78 1/2"MAX D.L.O.HEIGHT
3-0 X 6-8-DP 65
3-0 X 8-0-DP 50 NOTE:
FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS DATE: 02,05.14
BETWEEN GLASS,DECORATIVE,EXTERNAL WROUGHT IRON DWG. Y: CHK. Y:
AND READIUS ARE APPROVED IN ALL GLAZING DETAILS SHOWN G LITJ M SS'MSS
SCALE: NTS
DWG.a: D015704
SHEET: OF10
6
I�i
:j��• 2X WOOD BUCK PREPARED
BUILDING DROPS,INC.
398 f.DANA DWH DL4D..Si 338
MIN.
N DAN W Bf.—.FU3
EDGE DIST. Z "' I�j W000 ANCHOR 'A"i'is�i?�+f
SEE TABLE SHEET 2 o F SEE TABLE ON SHEET 2 Am
SILICONE
2X WOOD BUCKo
1
O ~ M N
fW //N OO �o g m
C� LLJ
{n w^
0.25" Z C
r
'^ 3 MAX' [:::::�2X WOOD BUCK O CL
WOODANCHOR ., cL
SHIM m x
SEE TABLE ON SHEET 2 MIN.EMBED. t;
Ln
SEE TABLE SHEET O a =)
zo
HEAD (TYPICAL) JAMB (TYPICAL) OPERABLE SILL z 0 W°
7 OUTSWING SHOWN-INSWING SIMILAR l ' J OUTSWING SHOWN-INSWING SIMILAR 7 INSWING-NO ANCHOR REQUIRED OG
� O
SILICONE
u
SILICONE SILICONE ~
f
REMARKS BYJ DATE
2X WOOD BUCK 2X WOOD BUCK d ADA 3ilI,MP LaCk,Radius Lt. GL 6/23/14
R&MOnCDDWG.DA010H72A AA /10/19
2X WOOD BUCK
W
AfAr NO!pf FtFR ARVAI La10iiGNS fnR•fi[pf
4 OPERABLE SILLOPERABLE SILL OPERABLE SILL ;N�,Fft3fDNMDMfuD�.�,A H�„tD�Wtt
ROM M[CLOtRRCbIM1M YAtN AIK3NVD
NfiNttR OM ARCgFFR 3WAi Avf SHf SFt[nK
F1tti:F1(MG FDv V V wT Mn CO[vMM.
7 OUTSWING-NO ANCHOR REQUIRED 7 INSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED >>L t i lift,j
AFCOH-497 Y�
E S QO�i
D S A OF Q:
SILICONE SILICONE SILICONE
FRr�(dyr Mb�`
2X WOOD BUCK 2X WOOD BUCK 2X WOOD BUCK
DATE: 02.05.14
g
OPERABLE SILL OPERABLE SILL KM OPERABLE ADA SILL GL /TJM CHK.
7 OUTSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED 7 INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS
DWG.a: D015704
SHEET: 0 F 10
p OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
PREPARED
� 46
MIN. 1K WOOD BUCK BUILDING DROPS,INC.
EDGE DIST. W (OPTIONAL) l9i E.D.WIA BEACH PIVD-SIk RLI
SILICONE DANu Dlacn,n.Ewa
SEE TABIE SHEET 2 �_x Pn.(9411l9984M
_ W rax:19541TIa,AEu
CONCRETE ANCHOR n� wE➢...,N.emi4NmNro+�m
SEE TABLE ON SHEET 2
c CONCRETE/ N /%, S •e
w MASONRY Q -+ m
i¢ BY OTHERS % CONCRETE/
omn
w .•:. E MASONRYQ R/1 o h A
BY OTHERS
Ow w
1K WOOD BUCK ,A.• % w m
(OPTIONAL) % 4 O cc
cc 4 x
0.25" o C
MAX. O C m
SHIM 'A
CONCRETE ANCHOR
SEE TABLE ON SHEET2 CONCRETE/MASONRY BY OTHERS c �a
MIN.EMBED. w o
SEE TABLE SHEET 2 4� LLJ
HEAD (TYPICAL) JAMB (TYPICAL) 3� OPERABLE SILL
8 OUTSWINGSHOWN-INSWINGSIMILAR 8 OUTSWINGSHOWN-INSWINGSIMILAR 8 INSWING-NO ANCHOR REQUIRED O O }
V c
r�r
SILICONE �; W
t
SILICONE ~
SILICONE REMARKS BY DATE
Rdd ADA VII,MP Lock,Radius LL GL 6/23/14
d .Q d p Reference DWG.OAOID372A AM /10/19
CONCRETE/ - CONCRETE/ CONCRETE/
MASONRY MASONRY MASONRY
BYOTHERS BYOTHERS BY OTHERS �" FUY kfIi R[iQCIKNK[ONOROME➢RASRIY
SRL�I TRF COIIDiiIDNS UYSE D4YMUiEDN iD D[VNEE
ERUM INE R[DIMFMlNIS DEtatll➢149f�N AUC[kVD
[NLNE[R W ARCwi[LT SkNLL YNEI`4[LIE SRE[4K
P 5 I115[M1MIM
4 OPERABLE SILL OPERABLE SILL OPERABLE SILL \Ii1lI1TI,!'
8 OUTSWING-NO ANCHOR REQUIRED 8 INSWING-NO ANCHOR REQUIRED 8 OUTSWING-NO ANCHOR REQUIRED
AFCO H-497 ♦♦ //
'0
z N ,7 7
fl S A OF
15
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MASONRY MASONRY MASONRY
BY OTHERS BY OTHERS BY OTHERS DATE: 02.05.14
OPERABLE SILL gOPERABLE SILL OPERABLE SILL DWG. Y: CHK. Y:
8 OUTSWING-NOANCHORREQUIRED 8 OUTSWING-NOANCHORREQUIRED 8 UTSWING/INSWING-NO ANCHOR REQUIRED GL TJM SS MSS
SCALE: NTS
DWG.u: D015704
OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SHEET: OF 10
SECTION OF HEAD OR1AM0 AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 8
DBILL MATERIALS PREPARE
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FINGER-JOINTED PINE O FRAME HEAD/JAMBS O THRESHOLD tea+
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11 WEATHERSTRIP POLYETHYLENE AFCO H-497 THRESHOLD 8 THRESHOLD W z
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12 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE z
13 (NOT USED) - a ^'4
14 (NOT USED) O
15 1710 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL ) I 4.58' �' V
I--4.62- REMARKS BY DATE
16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL
dd ADA uil.MP Lock RaJiw Lt. GL 6/23/14
17 BUTT HINGE(SEE SCHEDULE SHEET 5) STEEL
Reference DWG.AA02GS72A AM /10/19
18 LOCK SERIES 400 STEEL 9 THRESHOLD 10 THRESHOLD
19 DEADBOLT SERIES 780 STEEL
ROCKWELL MULTIPOINT TONGUE LATCH 17 73228768 6r8 UNIT IND N41 NOTRlRL1RMWLCfINrptCDN5 fCC1a5RLCU
20 STEEL osrte.fr vmrnxwRwnsuMRmuutmN to mvun
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21 HOPPE MUU-POINT HARDWARE HLS9000 STEEL N 500` f N
22 ODL LITE KIT(LMI) 606346 ALUMINUM
23 FLUSH GLAZING LEG FIBERGLASS
24 ODL LIPUTE KIT(RADIUS LITES) PC ABS 25 HEAD SHOOT BOLT PLATE(LH) 26 HEAD SHOOT BOLT PLATE(RH) �� :'�-� E•S 'A0
25 HOPPE MUU-POINT HEAD SHOOT BOLT PLATE LH#8784091 STEEL
26 HOPPE MULL-POINT HEAD SHOOT BOLT PLATE RH N8783923 STEEL r 'O S A OF
27 GU SECURY 5.80(7 MULTI POINT STEEL
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DATE: 02.05.14
DWG. Y: CHK. Y:
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SHEET: OF10
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DATE: 02.05.14
DWG. Y: CHK. Y:
GL/TJM SS MSS
SCALE: NTS
DWG.#: D015704
SHEET: OF10
10
398 E. Dania Beach Blvd.
BUILDING DROPS Suite 338
A Perfect Solution in Every Drop!
Dania Beach, FL 33004
Certificate of Authorization:29578 954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Report
RECEIVED
of
MAR 2 7 7020
JELD-WEN, inc. Permitting Department
�Y. 1_ucie County
Design Pro / Smooth Pro Fiberglass
Glazed (Impact) (HVHZ)
for
Florida Product Approval
Report No. 4438.3
Current Florida Building Code
Method: 1 — D (Engineering Method)
Category: Exterior Door Assemblies
Sub—Category: Swinging Exterior Door Assemblies
Product: Design Pro/Smooth Pro
Material: Fiberglass
Product Dimensions: 3'-0" W x 6'-8" H (Nominal)
3'-0"W x 8'-0" H (Nominal)
Prepared for:
.IELD-WET, inc
3737 Lakeport Blvd.
Klamath Fails, OR. 97601 ��e` �• .o: 0
E S•• • � 'i
Prepared by: * N 7 7 0
Hermes F. Torero, P.E. .,
Florida Professional Engineer#737781 S A OF
Date: 12/12/2019 O'��iS' , O
Contents:
Evaluation Report Pages 1—4
Hermes F. Norero, P.E.
Florida No. 73778
BUILDING DROPS Date: 12/12/2019
A Perfect Solution in Every Drop! Report No: 4438.3
Certificate of Authorization:29578
Manufacturer: JELD-WEN,Inc.
Product Category: Exterior Door
Product Sub-Category: Swinging Exterior Door Assemblies
Compliance Method: State Product Approval Method(1)(d)
Product Name: Design Pro/Smooth Pro Fiberglas
Glazed (Impact)(HVHZ).
3'-0"X 6'-8"(Nominal)
3'-0"X 8'-0"(Nominal)
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for JELD-WEN,inc.
based on Method 1a of the State of Florida Product Approval, Department of Business and
Professional Regulation-Florida Building Commission.
Hermes F Norero, P.E. does not have nor will acquire financial interest in the company manufacturing
or distributing the product or in any other entity involved in the approval process of the product
named herein.
This product has been evaluated for use in locations adhering to the current Florida Building Code.
See Installation Instructions provided by manufacturer for specific use parameters.
Limits of Use:
1. This product has been evaluated and is in compliance with the current Florida Building Code,
including the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Chapter 16 of the current Florida Building Code and does not require an impact resistant
covering.
4. Site conditions that deviate from the details of manufacturer require further engineering
analysis by a licensed engineer or registered architect.
5. See Installation Instructions for size and design pressure limitations
Hermes F Norero, P.E.
Florida No.73778
Page 2 of 4
BUILDING DROPS Date: 12/12/2019
A Perfect Solution in Every Drop! Report No: 4438.3
Certificate of Authorization:29578
Certification Agency: The manufacturer has demonstrated compliance of door products in accordance with the
current Florida Building Code for manufacturing under a quality assurance program audited
by an approved quality assurance entity through National Accreditation and Management
Institute(FBC Organization #: CER1773)
Performance Standards: The product described herein has been tested per:
• TAS 201-94
• TAS 202-94
• TAS 203-94
Referenced Data:
1. Product Testing performed by National Certified Testing Laboratories
(FBC Organization # TST1589)
Report# Report Date:
NCTL-210-3916-02 w/addendum 06/10/14
NCTL-210-3918-03 10/12/13
NCTL-210-3918-02 10/12/13
NCTL-210-3924-01 12/18/13
NCTL-210-3925-03 02/07/14
NCTL-210-3930-01 02/24/14
NCTL-210-3930-02 03/10/14
TAS Report Engineer of Record:Gerard J. Ferrara, P.E.
Report# Report Date:
SJW2013-194 w/addendum 06/10/14
TAS Report Engineer of Record: Kevin P.Tyra, P.E.
Report# Report Date:
SJW2013-229 11/26/13
SJW2013-232 11/26/13
SJ W2013-234 12/09/13
SJ W2013-235 11/26/13
SJW2013-251 12/23/13
SJW2013-252 12/23/13
SJW2013-253 12/23/13
SJW2014-032 04/22/14
SJW2014-073 06/26/14
SJW2014-077 06/27/14
SJ W2014-072 06/27/14
SJW2014-080 07/03/14
All reports signed and sealed by Robert H.Zeiders, P.E.
Hermes F Norero, P.E.
Florida No.73778
Page 3 of 4
BUILDING DROPS Date: 12/12/2019
A Perfect Solution in Every Drop! Report No: 4438.3
Certificate of Authorization:29578
Report# Report Date:
SJW2016-006 02/22/16
TAS Report Engineer of Record: Harold E. Rupp, P.E.
2. Quality Assurance Entity
National Accreditation &Management Institute
(FI3C Organization#QUA1789)
3. Component Material Testing of Dylite Expandable Polystyrene by
Intertek Testing Services NA,Inc.
ASTM E84
Report#:3113726SAT-001 R1 Report Date:03/13/09
4. Component Material Testing of Fiberglass SMC Skin
Element Materials Technology
ASTM D635,ASTM D638,ASTM D1929,ASTM D2843,ASTM 615
Report#: ESP0I0982P Report Date:02/26/13
5. Material Certifications
Miami-Dade County RER—Product Control Section NCIA
Current NOA for Solutia PVB Interlayer(Saflex by Eastman Chemical Co.)
Current NOA for SGP Interlayer by DuPont(SentryGlas by Kuraray America)
Installation: Refer to Installation Instructions(D015704)for anchor spacing and more details of the
installation requirements.
Design Pressure: Refer to drawing(D015704)for pressure information.
Hermes F Norero, P.E.
Florida No.73778
Page 4 of 4
JELD WEN Full Lite Privacy Glass Left-Hand Ins... https://www.lowes.com/pd/jELD-WEN-Full-Lite-Pr..
4
Item#940122 Model#JW229000004
I
JELD-WEN Full Lite Privacy
Glass Left-Hand Inswing
1999.00
Primed Fiberglass Prehung
• Fully insulated core aids energy
Entry Door with Insulating Core efficiency provides insulation from...
(Common: 36-in x 80-in; Actual: 1
• Door is primed and ready to paint
37.4375-in x 81 .75-in) . Door is installed in a primed door frame
Have an for easy replacement of an existing do...
opinion?
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Product Information
1 of 5 3/7/20, 07:19
JELD WEN Full Lite Privacy Glass Left-Hand Ins... https://www.lowes.com/pd/JELD-WEN-Full-Lite-Pr...
ODescription
I JELD-WEN Smooth-Pro fiberglass doors are a • Fully insulated core aids energy efficiency
great option for energy efficiency and low provides insulation from outside noise
maintenace. Enjoy the look of painted wood
• Door is primed and ready to paint =
with the durability of fiberglass. i
i • Door is installed in a primed door frame for
easy replacement of an existing door and
door frame unit
• From the outside, door opens into the home
with hinges on the left
I • Weatherstriping at door frame and a leak-
resistant door sweep on the bottom help
prevent moisture and drafts from entering
your home
• Hidden reinforced steel plate in the door
frame creates resistance against forced l
entry
• Lifetime Limited Warranty i
k
CA Residents: Prop 65 WARNING(S)
r® Specifications
m
Q
Material Fiberglass Caming Finish N/A
n
Wood Species Pine Brickmould Included X
Finish Primed Weatherstripping
Included
Door Configuration Prehung single door
Ready for
Manufacturer Primed Lockset Bore lockset and
Color/Finish deadbolt t
Color/Finish Family Off-white Core Type Insulating core
i
Common Size (W x Impact Resistant Glass V
i 36-in x 80-in
H)
3-Point Locking System X
Type Entry door
Commercial/Residential Residential
Fire Rated X
$t
3 '#
2 of 5 3/7/20, 07:19
JELD WEN Full Lite Privacy Glass Left-Hand Ins... https://wwwlowes.com/pd/JELD-WEN-Full-Lite-Pr...
Fire Rating N/A For Use with Mobile X
l Homes
Actual Width 37.4375
(Inches) Sill Type Adjustable
Actual Height Sill Finish Aluminum
81.7
(inches)
5
Lowe's Exclusive X }
Jamb Width
(Inches) 4.5625 ENERGY STAR
g Certified Northern Zone
i
Actual Width with 37.4375
Sidelights (Inches) ENERGY STAR
Certified North/Central
Actual Depth Zone
(Inches) 4.5625 i
ENERGY STAR
Glass Style Privacy glass Certified South/Central X t
Zone
Rough Opening 38
Width (inches) ENERGY STAR
Certified Southern X
Rough Opening
3 82.25 Zone
Height (inches)
Warranty Limited lifetime
Panel Type Flush
Locking System X
Glass Shape Full lite Included
T
Door Style Modern CA Residents: Prop 65 Q
Door Style X
Warning(s)
Yes 07
Victorian
Common Height 80
Door Style (Inches)
! Craftsman
UNSPSC 30171500
i
Door Style X Impact Resistance
Traditional
Collection Name N/A
Door Style Rustic X 3
Common Width
Door Style Mid 36
X (Inches)
i Century
Handle Finish N/A (no handle)
Door Style
Contemporary Common Depth {
(inches)
4.5625 i
Privacy Rating 9
3 of 5 3/7/20, 07:19
JELD WEN Full Lite Privacy Glass Left-Hand Ins... https://www.lowes.com/pd/JELD-WEN-Full-Lite-Pr...
Left-hand
Glass Insulation Low-E Handing
inswing
Glass Caming X
I Handle(s) Included X
Hardware Finish Satin nickel
i
3
Previously Viewed
f
k
JELD-WEN Full Lite
Privacy Glass Left-
Hand Inswing Prime...
tr�* No Reviews
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JELD-WEN Full Lite Privacy Glass Left-Hand Ins... https://www.lowes.com/pd/JELD-WEN-Full-Lite-Pr...
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