HomeMy WebLinkAboutProduct Approval _ 5
F
S
e.
s.' � F ..... .. 4 _....._... f...
BCIS Home t Log In User Registration € Hot Topics f Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search p
Honda
reProduct Approval
USER:Public User
Product Approval Menu>Product or Application Search>Application List>Application Detail
RECEIVED
FL# FL16468-1114
Application Type Revision ,IAN 13 20Z0
Code Version
Application Status Approved ST. Lucie County, Permitting
Comments
Archived
Product Manufacturer CELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls,OR 97601
(800) 535-3936
fbcl@jeld-wen.com
Authorized Signature Rylee Sumner Fricks
fbcl@jeld-wen.com
Technical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls,OR 97601
(800) 535-3936
>- customerserviceagents@jeld-wen.com
Quality Assurance Representative
Address/Phone/Email
0
Category% Exterior Doors
Subcategory Swinging Exterior Door Assemblie
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
bb Evaluation Report-Hardcopy Received
U. Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E.
Evaluation Report
Florida License PE-73778
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2022
Validated By Locke Bowden P.E.
R Validation Checklist-Hardcopy Received
Certificate of Independence FL16468 R14 COI COI JW SS 2015-04-27.pdf
Referenced Standard and Year(of Standard) Standard Year
TAS 202 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL16468 R14 Equiv ASTM E84 Equivalency Letter SS 2017-08-31.pdf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/15/2019
Date Validated 10/17/2019
Date Pending FBC Approval 10/22/2019
Date Approved 12/10/2019
Date Revised 12/12/2019
Summary of Products
FL# Model,Number or Name Description
16468.1 A Design Pro/Smooth Pro/Studio Single(X)Opaque Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and
Fiberglass Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16468 R14 II 16468.1 SS 2019-10-01.pd
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: FL16468 R14 AE PER4655.2 SS 2019-10-01.pdf
Created by Independent Third Party: Yes
16468.2B Design Pro/Smooth Pro Fiberglass Single(X)Glazed Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and
Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16468 R14 II 16468.2 SS 2019-10-Ol.pdf
Approved for use ide HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
Impact Resistan • No Created by Independent Third Party: Yes
Design Pressure Evaluation Reports
Other: FL16468 R14 AE PER4430.3 SS 2019-10-Ol.pd
Created by Independent Third Party: Yes
16468.3 C Design Pro/Smooth Pro/Studio Double(XX) Opaque Door 6-0 x 6-8 and 6-0 x 8-0 Inswing and
Fiberglass Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL16468 R14 II 16468.3 SS 2019-10-01.pdf
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: FL16468 R14 AE PER4656.2 SS 2019-10-01.p_df
Created by Independent Third Party: Yes
16468.4 D Design Pro/Smooth Pro Fiberglass Double(XX) Glazed Door 6-0 x 6-8 and 6-0 x 8-0 Inswing and
Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16468 R14 II 16468.4 SS 2019-10-01.p_f
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: FL16468 R14 AE PER4432.3 SS 2019-10-Ol.pdf
Created by Independent Third Party: Yes
16468.5 E Design Pro/Smooth Pro/Studio Single with sidelite(s) (X,O/O,X/O,X,O)Opaque Door 9-0 x 6-
Fiberglass 8 and 9-0 x 8-0 Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16468 R14 II 16468.5 SS 2019-10-01.pd
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: FL16468 R14 AE PER4657.3 SS 2019-10-01.pdf
Created by Independent Third Party:Yes
16468.6 F Design Pro/Smooth Pro Fiberglass Single with sidelite(s) (X,O/O,X/O,X,O)Glazed Door 9-0 x 6-8
and 9-0 x 8-0 Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16468 R14 II 16468.6 SS 2019-10-01.pdf
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: FL16468 R14 AE PER4434.3 SS 2019-10-01,pdf
Created by Independent Third Party: Yes
PREPARED BY:
... .......
.: :..
A WIDTH
. .... .,..... :.1.'A e
VV^A s a BUILDING DROPS INC.
371/2"MAX. xF.OANIA REACH BEYD.,STE3
.:i .. .:
O.A.WIDTH DANw eEncx.EE 33aoa
:.:. `��/�{'(/ ''���'{I •��^�] '.yy ■/''�� {�x''ya (`y 6 1 2 PN:195x1399s3�a
.:.... WEPFw,w'blegdmPsmm
3
DESIGN PRO/SMOOTH PRO FULL LITE 1 6 W
NON-IMPACT 6 1 -1 \ $
5 Lu o
DO 0
_ \ s r � a ZB z H mom$
:,mow 1 6 o n w a
1 (Do
FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) W 5 4 s e ACTIVE o a G w_z w g^e
Dog a o zi�LL 3 0 _¢
3Z� s 0 ACTIVE 3 N-4 ® s = �� viw P2'
GENERAL NOTES: '^3 p4' O W m g
SZ
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA O— ^' Z Q p �b
BUILDING CODEIFBC),INCLUDI NG HVHZ AND HAS BEEN EVALUATED ACCO RDI NG TO THE FOLLOWI NG: D: > z a
• TAS 202-94 A 2 � Q c
Lu
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE W Q :;:
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE L - O LJ� �:..e -
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF 3 a s 6 7 e 9 3 a 5 6 7 s s o
INSTALLATION. a a < a a a a a a a 4 a a aLu
3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECTACTUAL CONDITIONS FOR X11 TYP.ELEVATION 1 ��TYP.ELEVATION
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED 6'-a-INsox MEkM s'a'Doaa HEtcsEr
HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS 371/2"MAX.
DOCUMENT. O.A.WIDTH REMARKS BY DATE
4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT Add Vent Lite Option GL 5/5/14
RESISTANCE. Add ADA&MuOft GL 6/19/14
5. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET 6 FOR GLAZING DETAILS. Reference DWG,BA016562 AM 09111/19
6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEENO J
to
w Y AND MAY NOT FEFEECTACFWLEONOIMNS FORASPKD
GLASS,DECORATIVE,EXTERNAL AND INTERNAL WROUGHT IRON.RADIUS(SHAPED)LITES ARE QUALIFIED FOR _ `aaMTM CONDI110NSUDSEIxSTAItAIx]n TODEVNTC
N DNRFMFNr$DETNtFO NEPEIN AII[FNSED
V-S"DOORS AT OP+/-65 ONLY. g z tx6ixttxoxex<nntu srwlt vxcvAxtsntsnal¢
0 W
7. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSSURE(WTP)OF 9.75 PSF. Z U ~ 1411111 t/)j
REMAINING SILLS NOT RATED FOR WATER NG JURISDICTION REQUIRES THAT
PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BEN. IUSED TWHEN INSTAILLED AT LOCATION PROTECTED BYj 3 O O ,t���*`fi t C� �'�>✓�'-i
OVEAl
RHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH_OH HEIGHT IS>_1.0 O?'� z y� +
f
s
ACTIVE S A OF
X31 TYP.ELEVATION 3
TABLE OF CONTENT$ ESEEns oR6uxlrs of auF cE ::n Dn r�: ix
NOTE: ........ .....
SHEET REVISION SHEET DESCRIPTION ODOR$SHOWN ABOVE MAY BE LEFT Digita0ysigried by errnes F Ndrero
OR RIGHT HAND OPERATING DOORS. Reason:I am approving this documen
1 B TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES I Date:2019.10.01 19:59:133-04'00'
2 B TYPICAL ANCHOR LAYOUTS AND NOTES MAX.OVERALL DESIGN PRESSURE(PSF) DATE: 02.05.14
NOMINAL SIZE MISSILE
3 - OPTIONAL 2X BUCK ANCHORING DETAILS CONFIGURATION -- IMPACT DWG.B : CHK.BY:
4 B VERTICAL ASSEMBLIES WIDTH HEIGHT INSWING OUTSWING RATING SSM/TJM I MSS
POS. NEG. POS. NEG. SCALE:
5 B HORIZONTAL ASSEMBLIES NTS
6 B GLAZING DETAILSX 3'-O" 6'•R" 65• 65 65• 65 NON-IMPACT DWG.#: D015715
7 B WOODSUBSTRATES X(VENT) 3'-O" 6'4" 65• 65 65. 65 NON-IMPACT
SHEET: OF9
X(RADIUS) T-0" 6'-8" 65• 65, 65• 65 NONIMPACT
B B CONCRETE SUBSTRATES
9 B COMPONENTS&BILL OF MATERIALS X T-0" V-0" 50' 50 50• 50 NON-IMPACT 1
"SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS.
R tiF
PREPARED BY:
INSTALLATION NOTES:
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM BUILDING DROPS,INC.
STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED 398EDANIA BEACH BLS9.,STE 33R
OFA NON-COMPRESSIBLE COMPOSITE OR BETTER. DANK REACH,FL33WA
PH:195A1399HAn
2. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO, wE9:W:(SUPu493e
wvw.eunainaenoamm
FOAM,BRICK VENEER,AND SIDING.
3. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR IW„
HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR O -
MANUFACTURER'S INSTALLATION INSTRUCTIONS. 371/2"MAX, —+ L m¢<$
O.A.WIDTHj
4. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR101NTS. 3"TYP. 3"Typ, 0 O g m m
EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. C2 C2 a I,. z ,ay p a
5. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK - O Za g
CONCRETE/MASONRY CONSTRUCTION. m x
6. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE m Z j y
h O L
FOLLOWING PROPERTIES: I O Z O l I
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55.
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. Z gp
C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF ti ZDw w O
2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 P51.
D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH mew Ha- p O ..k
OF 2000 PSI. ur'm Q p U
z�LL x 6 x Z z
8. SEE SHEETS 7 AND B FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR LOCATIONS, 3?d Z Z Q T§
EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. S H w O w t
9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM O Z H ~
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. REMARKS BY DATE
AddveRttme Cp9Dn GL 9/9/14
r1 Add AOA&MuIU-Pt GL 6/19A4
r Refer—P DWG.VAUIM92 AM 09/11A9
ANCHORTABLE
6'8"DOORS 8'0"DOORS A2 SNEIFSnFmHOimWISGDSEW5iAl41gR lODM41E
�TYP.ANCHOR LAYOUT [XGRQRGR 0.CX EC LKLLPREPMfERESEFCRCD
ANCHOR IN. MIN.EDGE B-0'88'-0'0000.NFWM rDnuseaNnme oomNEnr.
ANCHOR TYPE SIZE SUBSTRATE EMBEDMENT DISTANCE MAX'O'C' MAX.O.C. X1111 i1fIp'
S
JAMBS JAMBS 5 AT JAMBSNOTE: 1,` �rf��''ri�
NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLY. ti
2X WOOD BUCK
WOODSCREW #10 1-1/2" 3/4" 17-1/2" 17-1/4" .:*
OR FRAMING v"
ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2.1/2" 17-1/2" 17-1/4" ��" i i;: .
a.
1-3/8"-CONC.
NorE: 'A CIF 1Z
ELCO ULTRACON 1/4" CONCRETE/CMU 1-1/4"-CMU 1" 17-1/2" 17-1/4" INACTIVE AND ACTIVE DOOR PANEL lit
ORIENTATION IS INTERCHANGEABLE.
ITW TAPCON 3/16" CONCRETE/CMU 11/4" V. 10" 143/8" .E.�
.-�I
82 .:...............:::..:.::..
.:.:.....:....
2-#9 X 2 1/2"PFH .
SCREWS
DETAILD2 25 26DATE: 02.05.14
2-#9 X 2 1/2"PFH TYP.HOPPE
PFH SCREWS MULTI-POINT SHOOT BOLT DWG,BY: CHK.BY:C
PLATE LOCATION SSM JM MSS
(RH PLATE SHOWN) - - _
7. A'L
62
SCALE: NTS
D2 D015715
PPE 1-BOTfOM SH00T DWG.#:
MULTI-POINT SHOOT BOLT BOLT PLATE
PLATE LOCATION HOPPE#2098911 SHEET: OF9
SILL SECTION VIEW ®HEAD SECTION VIEW
INSWING SMOLM OVISMm1G9MlM INSWING SHOWN OURWING 9AflM
S[E OETNLDt SEE OETM OZ
PREPARED BY:
BUILDING DROPS,INC.
398 E.DANIA BDICN BLVD.SlE.338
DANIA BFACN,GL 3:CM
PH:(98d139 78
FAX:(86EITM.6)88
4 1/2"TYP. 41/2"TY P. - wee:Tww.DDBaNIAaT"PS.mD
11/2"OFFSET
J m
F T m o d`Di
D:
�ti
m tiR �Ia-• m� '�
W og
o-
~ oZ az
z
a o o
x
U
O_ a
o
0 Q c
C
rG REMARKS BY DATE
Add VennUte Opdon GL 9/6/14
TY P.ANCHOR LAYOUT Add ADA&Mind-PL GL 6/19/14
miDNAL 30-BDCK N3 cOn[nETF/w.SDPAn Reference DWG.#A010962 AM D9/11/19
AND MAY NOT BET—Ac—CAND moos rGRASKCFK
IFSOEcq--'cADSEwsr —cNN...—
SFROMTHE BEga—EMSDETWEO NEAEPI.ADO:NSED
CNGINFCR O'=-lRSNALLPPBPAR[SOCSPCOPK
UMCNR FDKU11
1 1/4"MIN.EMBED TYP.
N •: SEE TABLE 2X BUCK ANCHOR TABLE ''�` ` ..f►a+
T33 0 �•
0 ,.0' 6'B"DOORS
ANCHOR TYPE SUBSTRATE 8'0"DOORS
2 2 ANCHOR MIN. MIN.EDGE MIN.CENTER
DIST.TO TO CENTER
f �•�: E SIZE EMBEDMENT SUBSTRATE DISTANCE MAX.O.C. MAX.O.C.
o— - SPACING AT SPACING AT Nr O ... (lJ�,y
2X WOOD BUCK INSTALL IAMBS JAMBS ♦f �"'
2X WOOD BUCK ANCHOR PER BUCK ANCHOR TABLE ITW TAPCON 1/4" CONCRETE/CMu 1-1/4" 2-1/2" 4• 25" 30-1/4" '
bYL�jgl.-.; kPu.T�3�
ELCO ULTRACON 1/4" CONCRETE/CMU25" 30-1/4' •
2X WOOD BUCK INSTALL. 2X WOOD BUCK INSTALL. 1-11 .-.0-3/e"/4cONGmu. 1" 4"
3 Ce0S5 SF-N 'j SIDENEW
DATE: 02.05.14
NOTES: DWG.B: CHK.BY:
SSM JM MSS
1. 2X BUCK IS NOT FOR INSTALLATION AT SILL SCALE: NTS
2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. DWG.k: D015715 15
SHEET: OF9
3
PREPARED BY:
BUILDING DROPS,INC.
398 EDAIABB C,eL3 STE 33E
DANI46EAfH,iL 33000
FM:(9s+)aAT3a
�� � WEe:w''�w.buildingdmpxmm
1•\•�\ 0 11
u s
INTERIOR EXTERIOR EXTERIOR •/. INTERIOR j m N Qo
4 INTERIOR EXTERIOR lei
r 5 �. O Ohm
w wLL N
H
g2LU
1 OPERABLE HEAD 3 OPERABLE SILL 4 OPERABLE SILL
J �
4
OUTSWING SHOWN-INSWING SIMILAR 4 INSWING 4 OUTSWING 2 U
o LU 9
11
REMARKS BY DATE
EXTERIOR '/, INTERIOR Y Add vent Ute option GL 9/9/14
INTERIOR EXTERIOR / INTERIOR EXTERIOR
Add ADA&Holli-PL GL 6/19114
10 / T�j Reference DWG.RAO10862 AM 09/11/19
NO N PY NOL nEf LER ARAN COrvORIOrvi f O3 A SttCIFl
SRl.li SRL COnORIONi(Alli!PNTOlIAnOnT00CYNR
iPoNTNE 0RARENENRSMLL OPAMntf VE0MO
ENG4YE EI1011 AIICNRFR S W1ll PPFVAeE SITE SPEOEK
5 OPERABLE ADA SILL 6 OPERABLE SILL r7 OPERABLE SILL
4 INSWING/OUTSWING 4 INSWING 4 OUTSWING V. tf�
OPTIONAL AFCO H497 �� ; z
b
(V 7 7 C3
SA OF;
11 j:w.
9 INTERIOR
INTERIOR EXTERIOR
DATE:
02.05.14
DWG.B CHK.BY:
SSM�TJM MSS
SCALE: NTS
g OPERABLE SILL r OPERABLE SILL DWG•u: D015715
4 OUTSWING 4 OLITSWING SHEET: OF9
4
PREPARED BY:
HINGE SCHEDULE HINGE DETAIL ATJAMB:
PUKE#9 X 2-1/2"PFH SCREW NEXT TO WEATHERSTRIP
DOOR HEIGHT QUANTITY
3
BUILDING DROPS,INC.
\ 398 E.DANIA BFACB BLVD.,SIE 398
4 DANA BEACH,FL 990D0
PH:I95EI3B9AA]R
EAz I9se1]aR.4]9e
wtrt w...,.euiltling@npccem
ti
1 \
1819 1*,\\�
u'I Fonio
%% / O = °��m
11 r:1-. m �+ v
INTERIOR 4 U L0W �#9X2-1/2"PHILLIPS OLn WMATHEAD WOOD SCREW ' F-T"#9X3/4"PHILLIPSLATHEAD WOOD SCREWS R Z P4EXTERIOR 2 O-#9 PHILLIPS FLATHEAD WOOD SCREWSSE 3/4"LENGTH FOR V-8"DOORS O O_
USE 1"LENGTH FOR 8'-0"DOORS ,.
LOCK JAMB HINGE JAMB
5 OUTSWINGSHOWN-INSWINGSIMRAR 5 OUTSWINGSHOWN-INSWINGSIMILAR
F
REMARKS BY DATE
Aad Ventt(Le Cption GL 5/5/14
Add ADA&MUILFP[ GL 6/19h4
9-#9X13/4"PFH 3-08X2"PFH 13-#8X13/8"PFH(6'-8"UNITS) Refem—DWG,OAD10852 AM 09/11119
8-#9 X 2 1/2"PFH W/HARDWARE 15-#8X13/8"PFH(8'-0"UNITS)
W/STRIKE HARDWARE (6'-8"&8'-0"UNITS) 1-MSPL STRIKE PLATE HARDWARE COMES W/HARDWARE
i pEFLERAROAICONODIONR FONASPEOF
4-MPL STRIKE PLATES 4-#8X138"PFH in%Ea-onions uuso"—'--roDEvarz
/ mTHEREDUB"Nn Dnumo HmEm.>ucEFnm
21 1-REINFORCEMENT PLATE�� FE-NEERORARCH—S LPMPAA SSm:SPEOFIC
Bocur4wss von use w-THB BOCurBENr.
20 HOPPE#2512296
EXTERIOR EXTERIOR
" S A OF;
INTERIOR o INTENOR �
� `.
BK
11 11
4 ROCKWELL MULTI-POINT LOCK JAMB 5 HOPPE MULTI-POINT LOCK JAMB r6-�HOPPE MULTI-POINT LOCK DATE: 02.05.14
5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY DWG.B: CHK.BY:
SSM TJM MSS
SCALE: NTS
DWG.#: D015715
SHEET: OF 9
5
PREPARED BY
BUILDING DROPS,INC.
398E.DAN.BEACH ..,M338
1"MAX. DAN.BEACH,11=04
1"MAX. 1"MAX. 1"MAX. PN:(954)3-78
3/4"AIRSPACE
rnc(99e)m.4988
Yrte:w,w.BmmiPRemPsc"m
3/4"AIRSPACE 3/4"AIRSPACE INTERIOR I I EXTERIOR 3/4"AIRSPACE
INTERIOR I EXTERIOR INTERIOR I I EXTERIOR INTERIOREXTERIOR t2
1/8
(-" "TEMPERED GLASS m
z�
1/8"TEMPERED GLASS Zm
1/8"TEMPERED GLASS fm zm 1/8"TEMPERED GLASSL 4
p[�
_ m�
DOW 995 SILICONE SILICONE q DOW 995 SILICONE V m o
DOW 995 SILICONE
5 p m
n BUTYL �n 5 BUTYL BUTYL Lu
CO 2 LL c
a CO m�
U ,J
00� N F- N,�dLL
v� WCl
"x
22 22 23 13 O a
REDI-SEAL REDI-SEAL DOW 995 SILICONE4 Z z Z 1rY o
O Q ��
(1)6'-8" GLAZING DETAIL 2 8'-0" GLAZING DETAIL 3 FLUSH GLAZE DETAIL 4 GLAZING DETAIL ° Q
6 201/2"MAX.D.L.O.WIDTH 6 201/2"MAX,D.L.O.WIDTH 6 23 7/8"MAX,D.L.O.WIDTH 6 FOR OVAL,SUNBURST,AND ROUND TOPS p R
iP
621/2"MAX.D.L.O.HEIGHT 78 1/2"MAX.D.L.O.HEIGHT 787/8"MAX.D.L.O.HEIGHT ONLY IN WEI"UNITS AT DP+/-65 PSF �c
2 7
M'Mz
w �a
REMARKS BY DATE
3/4"MAX. Add Vent Lite Option GL 5/5/14
2 w 1/2'AIRSPACE Add ADA&Mufti-P[ GL 6/19/14
Em Reference DWG.NA010862 AM 09/11/19
o g EXTERIOR INTERIOR T, I
I EXTERIOR
c t� INTERIOR
1/8"TEMPERED GLASS [nAYNCTRULtcrAtrwtmrvDrtiorvsroRASPmr
BUTYL 1/8"TEMPERED GLASS i amine COMMONScAMI'MIUN[R2W.AU2N5lU
SEALANT ENGiNEERDRMCM WLLPMPM--
,1/8'
PEDBC
1/8"TEMPERED GLASS ED USE Ht —ENT..
EALANT 23 i¢"OVERALL
19 19%"D.L.O.
z m
� 0
SILICONE D0111995 �* 7 ^
REDI-SEAL STRUCTURAL
5 A OF
SEALANT 500
F.
5 GLAZING DETAIL 6 GLAZING DETAIL OPTION o :�
6 FOR HALF LITE VENT LITES 6 201/2"MAX D,L,O.WIDTH d
on. �Ae'.
IN 6'8"UNITS ONLY 781/2"MAX D.L.O.HEIGHT O
3-0%6.8-OP 65 ..:......: ..................
.
...........
6-0X6-8-DP 60 4n - ...... ...
n
6-0 X 8-0-DP 45 O
Ci DATE: 02.05.14
l SBMCHSM/TJMSS
SCALE: NTS
5 DWG.n: D015715
NOTE: 6 SHEET: OF 9
FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BUNDS
BETWEEN GLASS,DECORATIVE,EXTERNAL AND INTERNAL C
WROUGHT IRON AND RADIUS(SHAPED)UTES ARE APPROVED 24 ODL VENT LITE ASSEMBLY V
IN ALL GLAZING DETAILS SHOWN ABOVE.
PREPARED BY:
2X WOOD BUCK
BUILDING DROPS,INC.
Z 398EDMIABEACHBWD.S 138
MIN. WOOD ANCHOR DACH(9s a 90R�e7e°d
EDGE DIST. w SEE TABLE ON SHEET 2 FAzo 19uI3ao.an4
SEE TABLE SHEET 2 WEB:W Ww.b,HdlMdlopi
W % SILICONE
%
J G n ti D
W W 2X WOOD BUCK
0 o% u-
c�TN/
p Z aim
WLL^DD
U O F `i
X
UD SHIM a2X WOOD BUCK O J m g a LL
WOOD ANCHORMIN.EMBED.
SEETABLE ONSHEET2 SEETABLE SHEET2 H O N
1 HEAD TYPICAL 2 JAMB TYPICAL Z 0 f5
� (TYPICAL) � (TYPICAL) � OPERABLE SILL z o p
OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR 7 INSWING-NO ANCHOR REQUIRED 0
O �7o
SILICONE
SILICONE SILICONE r
REMARKS BY DATE
ZX WOOD BUCK 2X WOOD BUCK Add Vet Lite option GL 5/5/14
Add ADABMuN-PE GL 6/19/14
2X WOOD BUCK Reference DWG.PA010862 AM 09/11/19
xDMRYNOiRFFIfR R[NAl(DHDIHDM EDR15VfOE
SHLIISnECONDIRONSblISE INSTA4IATOH LD D WMR
4 OPERABLE SILL OPERABLE SILLOPERABLE SILL ROHMHER WIR MfNRD ALLFDN AEN.AD FHSFD
nlxiFR DR 4NwiiR5x111 grtDARf!IIE VSOn(:
ONHICN583OR DS[Wrt v[M.
7 OUTSWING-NO ANCHOR REQUIRED l '7 1 INSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED �y l~14LLl'ol't
�i AFCO H-097r14.
:ro
lap�i+
SIUCONE SILICONE SILICONE OEM
♦�tr � °e N9lwt���~
9tF B
199F
2X WOOD BUCK
2X WOOD BUCK 2X WOOD BUCK
DATE: 02.05.14
g OPERABLE SILL OPERABLE SILL OPERABLE ADA SILL ssM/TiM `"mss
7 OUTSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED 7 INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS
DWG.a: D015715
SHEET: OF9
1p OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW
SECTION OF HEAD OR IAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
PREPARED BY:
1X WOOD BUCK BUILDING DROPS,INC.
MIN. (OPTIONAL) 399 E.DANIA BEACH 0LV0.,STE.330
t. DANIA BEA[H,R33nM
EDGE DIST. N i a;;• SILICONE PH:195RI399861B
SEE TABLE SHEET 2 z c,',^, wEePwww l.nu Iauua;Goi.mm
CONCRETE ANCHOR :
SEE TABLE ON SHEET 2 O
N
No CONCRETE/ N •' on
m .:'.:.. MASONRY .a. k Z o m d
i ce BY OTHERS "� CONCRETE/ O a m
2i w % MASONRY C) F 0 LL
'A'., BY OTHERS a.V
1X WOOD BUCK 5 H•
(OPTIONAL) '.:�"..' I I 0.25" p Q 'n a
—H—MAX. O N m x
o2N % FD SHIM t�n0 Z
CONCRETE ANCHOR CONCRETE/MASONRY BYOTHERS O? W
SEE TABLE ON SHEET MIN.EMBED. F c
SEE TABLE SHEETgi
d W RD
l�7 U x
1 HEAD (TYPICAL) 2 JAMB (TYPICAL) K OPERABLE SILL W z
8 OUTSWINGSHOWN-INSWINGSIMILAR 8 OUTSWINGSHOWN-INSWINGSIMILAR 8 INSWING-NO ANCHOR REQUIRED O 0 I4Q
a
;;�
�-
SILICONE SILICONE REMARKS BY DATE
Add Vent lite Option GL 5/5/14
'd "d -d Add ADA&PA01-Pt GL 6/19114
D d V O d 4 'O d 4 Reference DWG.VAD1D562 AM D9/11/19
CONCRETE/ CONCRETE/ CONCRETE/
MASONRY MASONRY MASONRY MD 1MrNDi RERERARWICOhDRbx5 f00.A5PE0R1
BY OTHERS BY OTHERS BY OTHERS sni.ii,art cmmm�xxrA¢5i wRun.nnxmniwAri
i AM MCRCWIRCMCNR9R 1-HCRDN.A 1-5C0
G;N D:R OR AR[MrtFCI SHAH PRmAPF S;IE SPEOFK
OPERABLE SILL
4 OPERABLE SILL OPERABLE SILL
8 OUTSWING-NO ANCHOR REQUIRED 8 INSWING-NO ANCHOR REQUIRED 8 OUTSWING-NO ANCHOR REQUIRED
AFCO H-497
S7
S A OF
o .Rr p
SILICONE SILICONE SILICONE
:::........,,4' L Gi::;r
d d d
...............
D
CONCRETE/ CONCRETE/ CONCRETE/ ^1
MASONRY MASONRY MASONRY DATE: 02.05.14
BY OTHERS BY OTHERS
g BY OTHERS DWG.BY. CHMss
K.BY:
OPERABLE SILL
OPERABLE SILL �fDl OPERABLE SILL SSM iM
OUTSWING-NO ANCHOR REQUIRED $ OUTSWING-NO ANCHOR REQUIRED 8 OUTSWING/INSWING-NO ANCHOR REQUIRED SCALE: NTS
DWG.a: D015715
SHEET: OF9
E>OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW (7
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM VX
EMBEOMENTAND EDGE DISTANCE ARE ACHIEVED.
PREPARED BY:
BILL OF MATERIALS 20 ROCKWELL MULT-POINT LOCK 21 HOPPE MULT-POINT LOCK
ITEM# DESCRIPTION MATERIAL W/SILL SHOOT BOLT PLATE#2098911
FINGER-JOINTED PINE .10
SOLID PINE O BUILDING DROPS,INC.
1 FRAME HEAD/JAMBS ® 399 E.°ANN BEACH eLVO.,STE 330
LAMINATEDVENEER °auraM413 78
rn:199a1399-ease
LUMBERO Fax Iesgl,gd
COMPOSITE
we9E:Jw1we.emmm9amecwm
2 (NOT USED)
3 (NOT USED)
4LLJ
THRESHOLD - p Edi
5 THRESHOLD
6 THRESHOLD - L 0
7 AFCO H-497 THRESHOLD - o 000 o ® O m
8 THRESHOLD - o C== H Z! com
9 THRESHOLD - � — O Oa HANDLE
SO ADATHRESHOLD - 9 O e
HEIGHT 4 Q W:A
F o o Z c
URETHANE FOAM& O -- Q O
11 WEATHERSTRIP �r LEJ
7 va LLJ
POLYETHYLENE o ° O ♦�cm p :-:
12 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE ° Z 'a
HANDLE 0aA
13 ODL LIPLITE KIT(RADIUS UTES) HP POLYPRO./PCABS HEIGHT C x
}
14 (NOT USED) O
U
15 #10 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL o
° ° REMARKS BY DATE
16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2'&3) STEEL as
17 BUTT HINGE(SEE SCHEDULE SHEETS) STEEL - add venture Opd°n GL 9/3/14
p ® Add ADA&Mufti-Pt GL 6/19/14
18 LOCK SERIES 400 STEEL o0
yl R.I.-DWG.#A010862 AM D9/11/19
19 DEADBOLT SERIES 780 STEEL
O ROCKWELL MULTI-POINT TONGUE LATCH#73228768 6-8 UNIT %MAY MN RE—A[N.1 MDIel6—A-CIFI
snE.ivsrtE mnoin°rtsuU unanm11-
20 ROCKWELL MULTI-POINT TONGUE LATCH#732287808-0UNIT -STEEL m F° a MN's1' Rn c se°
cd 0.63" H— srtcsREco;K
21 HOPPE MUU-POINT HARDWARE HLS9000 STEEL oa Nrs F°usE tnn°acuMFH
22 ODL LIPLITE KIT(NI) HP POLYPRO./PCABS
23 FLUSH GLAZING LEG FIBERGLASS ® y
w t E Air
24 ODL LIPLITE KIT(VENT LITES) HP POLYPROPYLENE -.a -
25 HOPPE MU LI-POINT H EAD SHOOT BOLT PLATE LH#8794091 STEEL Jp
QM
Ji-
,
O—1 1.65"J
HOPPE MULI-POINT HEAD SHOOT BOLTPLATE RH#8783923 STEEL9
27 PU DOOR CORE
OFRAME HEAD/JAMBS O THRESHOLD O THRESHOLD O THRESHOLD
VARIES,SEE BOM ABOVE + 25 HEAD SHOOT BOLT PLATE(LH)
1— 1
o
i m
DATE: 02.05.14
4.563" 4.56" h 5.62" 4.57" DWG.B CHK.BY:
1.75° SSM JM
O AFCO H-497 THRESHOLD O THRESHOLD O THRESHOLD 10 THRESHOLD 26 HEAD SHOOT BOLT PLATE(RH) SCALE: NTS MSS
DWG.#: D015715
I ��® SHEET: OF9
I n Fmm
=5.10 9
i