HomeMy WebLinkAboutProduct Approval 371/2 MAX. PREPARED BY:
O.A.WIDTH Q ,
6 42.a
371/2"MAX. BUILDING DROPS,INC.
O.A.WIDTH 398E.DANIABEACHBLWO STE.338
ENO 6 1 1 OANIABEACH,FL33
W I N D O.W S & D O O R S 5 4 6 PW(954t399-8478
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DESIGN PRO/SMOOTH PRO FULL LITE 1 6
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NON-IMPACT 6 4 0
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FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE(HVHZ) w 5 5 ° I.2 5 e ACTIVE p N Z m "
to n 4 ® 6 O Z�� 3 LW7 R I� W J ac uQ.N N
3ZLL s O ACTIVE a N3d O s = �a vOiw SQ=
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GENERAL NOTES: 5 Z 0 3 = O?Q p Z 0 LU !�
1. THE PRODUCT SHOWN-HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT O 5 m / 2 Q 0o
(
INTERNATIONAL BUILDING CODE(IBC),INTERNATIONAL RESIDENTIAL CODE(IRC),AND FLORIDA BUILDING CODE di Z e FBC),EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING:
a �Q c
• ASTM E330-02 W tJ7 m
• ASTM E283-04 1z I _j! W
• AAMA 1304-02 3 a 5 6 7 a 9 3 4 5 6 7 a 9 V= O
4 4 4 4 4 4 a 4 4 4 4 4 4 a
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE �\ TYP,ELEVATION 1 2 TYP.ELEVATION 2 � W a%
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE fi'-0'DOORNDGIR fi'-0'DOORMEN:XT CL LU W3
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF 'E� d
INSTALLATION. 371/2"MAX. t
O.A.WIDTH H-
3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR REMARKS BY DATE
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED AaaADAsnI,Multi-Point Lock GL afi/os/1a
HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS
DOCUMENT. Reference DWG.NAO30832A AM 09/04/19
4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE. to , '
ti W DM NOTREFIERAC CONDRIONSFORASV n
S. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET FOR GLAZING DETAILS. m.H 2 / Z SM1FSM0DNDMONs LHEBRT TONTO"v`E
co LRDM TIE REW—ENR DRNLED HEREIN.A DRIEED
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6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN C'J ~ 00<UMF DR uw is ME
GLASS,DECORATIVE,AND EXTERNAL AND INTERNAL WROUGHT IRON.VENT LITES ARE QUALIFIED FOR 6'4" 3
DOORS ONLY. RADIUS(SHAPED)CITIESARE QUALIFIED FOR6'4'DOORSATDP+/-50PSFONLY. d w \���`{111I1t1ji7��i'
O 3 LD ��� O '.1iP
7. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSSURE (WTP) OF 9.7S PSF. / z
REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT x �� �,\ E••S 'Pp r
PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY
OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH+OH HEIGHT IS21.0L
ACTIVE 7I
a S A OF tr X
3 TYP.ELEVATION 3 �io��`S,' O NO.
;• ``�
64'DOOR WMHORTONALVENTLRE �I�9B DL L
NOTE: SEE SHEET 6 FOR GWING ORNLS '11 I•�Pj OR
TABLE OF CONTENTS DOORS SHOWN ABOVE MAY BE LEFT C91
SHEET REVISION SHEET DESCRIPTION OR RIGHT HAND OPERATING DOORS. Igitally signed by Hermes F Norero
lesson:1 am approving this document
1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES ate:2019.10.01 19:00:01-04'00'
MAX.OVERALL DESIGN PRESSURE(PSF)
2 A TYPICAL ANCHOR LAYOUTS AND NOTES NOMINAL SIZE MISSILE DATE: 02.05.14
3 - OPTIONAL 2X BUCK ANCHORING DETAILS CONFIGURATION INSWING OUTSWING IMPACT DWG. Y: CHK. Y:
4 A VERTICAL ASSEMBLIES WIDTH HEIGHT POS. NEG. POS. NEG. RATING GL�TJM SS�MSS
5 A HORIZONTAL ASSEMBLIES X 3'-0" 1 6'-8" 50• C;0*
50 NON-IMPACT SCALE: NTS
6 A GLAZING DETAILS X RADIUS 3'-0" 6'-B" 50• 50 NON-IMPACT DWG.#: D015687
7 A WOOD SUBSTRATES X VENT 3'-0" 6'-8" 50• 50 NON-IMPACT SHEET: OFF
8 A CONCRETE SUBSTRATES X 3'-0" 8'-0" S. SO NON-IMPACT A
9 A COMPONENTS&BILL OF MATERIALS 'SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. 1
PREPARED BY:
INSTALLATION NOTES:
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. Q "
2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE BUILDING DROPS,INC.
SHIM STACK TO BE1/4INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE 398E.DANIA BEACH BLVD.STE.338
CONSTRUCTED 0 F A NON-COMPRESSIBLE COMPOSITE OR BETTER. DANIA BEACH,FL33004
PH:(9sg399.8478
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO FAK• bugdl,gd,
W E8:w,vw.hu8dingdmpsmm
STUCCO,FOAM,BRICK VENEER,AND SIDING.
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL
OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR :Zi
MANUFACTURER'S INSTALLATION INSTRUCTIONS. 371/2"MAX. V) m O1
O.A.WIDTH z Iw_ �o�d
S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR 3"TYP. 0 0
mm
JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR101NT INTO FACE C2 C2 G Z x a e
SHELL OF BLOCK. T Q o S Q=„
Z n CE
6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK
CONCRETE/MASONRY CONSTRUCTION. Z' F/,.,
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE O 2 c ^o
FOLLOWING PROPERTIES:
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. Z S a
B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF3000 PSI. io is C9 pC
C.GROUT-FILLED CIVIU-UNITSTRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH s a ¢ W O
OF 2000 PSI AND GROUT CONFORMS TO ASfM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 .r w F-
PSI. Ci CC O U
D.HOLLOW BLOCK CMU-UNITSTRENGTHCONFORMSTOASTMC-90WITHMINIMUMCOMPRESSIVESTRENGTH z�� 9 Q >
OF 2000 PSI. �3^?5 zz zz
B. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR
LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING.
12 REMARKS BY DATE
9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM AddADAsRI,Muld-POIDLLOCk GL D8/os/i
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. -
yd Reference DWG.#AO10832A AM 09/04/1
ANCHOR TABLE
AZ D MAY NOT REN RI ECFACALC0N=OM FORA 5PEGF
6'8"DOORS 8'0"DOORS �IF SDE CONOMONS CAUSE o AUAWNT0 DEVIATE
[�.ANCHOR LAYOUT FROMEHEREOD4HMENRDEEANF.DNEREm.AuovuED
ANCHOR MIN. MIN.EDGE B'-{•51 EX)ORHDGHT ENGMEERORARCNOECEAh3LLPHNECUMENREPARE OFlC
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SIZE EMBEDMENT DISTANCE MAX.O.C. MAX.O.C. �1)IfiJlf
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WOOD SCREW #10 OR FRAMING 1-1/2" 3/4" 17-1/2° 17-1/4'
N .7 7
ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17-1/2" 17-1/4" -
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ELCO ULTRACON 1/4" CONCRETE/CMU 1318, C 1" 17-1/2" 17-1/4° s�c.0 0 (�P•'
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B2 2-#9 X 21/2"PFH
SCREWS
DETAIL D2 25 26 DATE: 02.05.14
2-#9 X 2 S PFH TOP.HOPPE G LjTJ M SS�MSS
PFH SCREWS MULTI-POINT SHOOT BOLT DWG. Y: CHK. Y:
• PLATE LOCATION
DETAILB2 (RH PLATE SHOWN) SCALE: NTS
TYP.HOPPE 1-BOTTOM SHOOT D2 DWG.#:
D015687
MULTI-POINT SHOOT BOLT BOLT PLATE SHEET: OF9
PLATE LOCATION HOPPE#2098911
SILL SECTION VIEW C HEAD SECTION VIEW
INSWRIGSHOWNOUESWINGS W INSWING SHOWNOUTSWNGSINELAR
SEE DETARM SEE DEMILDZ
PREPARED BY.
BUILDING DROPS,INC.
398 E.DANUIBEACH BLVD.,W.3M
DANABEAEH,R33004
PH:1954099-8478
19S41744AM
PAN.
41 2"TYP 1 2"TYP.
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P.ANCHOR LAYOUT Reference DWG.NA010832A AM 09/04/19
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S F SM MOIEIBNS GUSE DbTAIIATIDNTO DMn
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ENGNEER ORARBNIRR SHALL PREPAiiE SRE SPECIFIC
DONMF FO U R
11/4"MIN.EMBED TYP.
L9� SEETABLE 2X BUCK ANCHOR TABLE '�� �\ E•"S 'pO
C3 O
N :77
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Z z MIN.EDGE MIN.CENTER S A .
ANCHOR TYPE ANCHOR
SUBSTRATE DIST.TO TO CENTER � OF
SIZE°R EMBEDMENT
" SUBSTRATE DISTANCE MAX.O.C. MAX.O.G 0
p- SPACINGAT SPACING AT �-
"L JAMBS JAMBS
2X WOOD BUCK INSTALL ��i�i4• No. �
2X WOOD BUCK ANCHOR PER BUCK ANCHOR TABLE B`� ,
ITWTAPCON 1/4" CONCRETFJCMU 1-1/4" 2-1/2" 4" 25" 30-1/4" FS fin OR �M�t39s7R
ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8"-CONC. 1" 4" 25" 361/4"
2X WOOD BUCK INSTALL. 2X WOOD BUCK INSTALL. 1-1/a"-CMu
D1054 SERIBN SU)E VIEW
DATE: 02.05.14
Noyes: G L/TJ M SSAASS
1. 2X BUCK IS NOT FOR INSTALLATION AT SILL SCALE: NTS
2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL4/3. DWG,a. D0 5687
SHEET: 1 UO OF9
3
PREPARED BY:
g
j %/ BUILDING DROPS,INC.
398 E.DANIABFACH BWD.STE.330
v. DANIA BEACH,F1.33004
I PH:195/13998778
S\ \ FAX:(SIM)7"AM
11 \ 11 WEH:—buffd1,gdrop—
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4 INTERIOR EXTERIOR J^m m$
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INTERIOR EXTERIOR INTERIOR EXTERIOR
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Reference DWG.DA010837A AM 09/04/19
J`"a:tts: o
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DOCUME OR USE 1Ni5OON
4 INSWING/OUTSWING 4 INSWING 4 OUTSWING
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OF
9 No.
`
INTERIOR EXTERIOR
8 INTERIOR DITIERIOR •/. FBPEt1I D ,IyH,Na.xssTa
DATE: 02.05.14
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SCALE: NTS
4 OUTSWING 4 OUTSWING DWG.a: D015687
SHEET: OF 9
. 4
PREPARED BY:
BUILDING DROPS,INC.
398 E.DANIA BEACH BLVD„STE.339
HINGESCHEOULE H INGE DETAI L AT JAMB: DANIA BEACH.R330D4
PLACE#9 X 2-1/2"PFH SCREW NEXT TO WEATHERSTRIP PH:19S4I399-0478
DOOR HEIGHT QUANTITY FAA:(9M)7"A738
WEB:-bugdingd.p...
6'-8n 3
8'-0" 4
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1-#9X2-1/2'PHILUPS a z q
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FLATHEAD WOOD SCREWS
EXTERIOR EXTIE IOfi` ^z
4-#9 PHI W PS FLATHEAD WOOD SCREWS W a
17 USE 3/4"LENGTH FOR 6'-8"DOORS 7
USE 1"LENGTH FOR 8'-0"DOORS
1 LOCK JAMB 3 HINGE JAMB REMARKS BY DATE
5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR Add ADA sill,Multi-Point Lock GL B2s/14
Reterenm DWG.#A010837A AM 09/D4/1
D MAY NOT RFPIECTACNAt CO MONS PDA ASPECI
SIM R SITE mxort ONs MUSE NVAHATroH TO DEVIATE
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3-#8 X 2"PFH ENGINEER OR ARCNDERSNALLPREPARE SITE WECIM
W HARDWARE 15-#8 X 13/8"PFH(8--0"UNITS) oocuMD--uSE—THrs ME
8-#9X21/2"PFH / W/STRIKE HARDWARE ,�ITIIIIIT�
W/STRIKE HARDWARE (V-8"&8'-0"UNITS) 1-MPL STRIKE PLATE COMES W/HARDWARE
4-#8 X 13/8"PFH
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21 1-REINFORCEMENT PLATE
20 HOPPE#2512296 c N ,7 7:
EXTERIOR EXTERIOR
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11 DATE: 02.05.14
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5 OUTSWINGSHOWN-INSWINGSIMILAR 5 OUTSWINGSHOWN-INSWINGSIMILAR 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY DWG.#: D015687
SHEET: OF 9
5
PREPARED BY:
BUILDING DROPS,INC.
1"MAX. 1"MAX. 1'MAX. 1n MAX 398 E.DANIA BEACH BLVD..STE.330
DANIA BEACH,EL33004
PN:(954)399A47B
3/4"AIRSPACE
INTERIOR
3/4"AIRSPACE 3/4"AIRSPACE IH' 3/4"AIRSPACE FA.(OZ)744AM
4 I X WEB:xww.bugdingdmpxmm
INTERIOR 14 INTERIOR 14 INTERIOR II- /I�I 14
1
m 1/8"TEMPERED GLASS z 1/8"TEMPERED GLASS 1/8"TEMPERED GLASS Z 1/8"TEMPERED GLASS J o$
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m` BUTYL m BUTYL SILICONEm BUTYL .di
EXTERIOR EXTERIOR EXTERIOR EXTERIOR �
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22 22 23 13 0
REDI-SEAL RED(-SEAL REDI-SEAL Q 2 Z.
1 6'-8" GLAZING DETAIL 2 8'-0" GLAZING DETAIL 3 FLUSH GLAZE DETAIL 4 GLAZING DETAIL a z o
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 E? 9°
621/2"MAX.D.L.O.HEIGHT 781/2"MAX.D.L.O.HEIGHT 78 7/8"MAX.D.L.O.HEIGHT ONLY IN 6'8"UNITS AT DP+/-50 PSF 0 U 3
0
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i=
"MAX REMARKS BY DATE
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Referenm DWG.#A01637A AM 09/G4/1
EXTERIOR 14 4' '
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a OR
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BUTYL SEALAMPERED GLASS °
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3-0 X 6-8-DP 50
3-0 X 8-0-DP 50 n" n
a O m
N�
DATE: 02.05.14
G L/TJ M SS/MSS
SCALE: NTS
NOTE: 6 DWG.#: D015687
FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS SHEET: OF 9
BETWEEN GLASS,DECORATIVE,EXTERNAL AND INTERNAL
WROUGHT IRON AND RADIUS(SHAPED)LITES ARE APPROVED 24 ODL VENT LITE ASSEM BLY
IN ALL GLAZING DETAILS SHOWN ABOVE. ,
PREPARED BY:
2X WOOD BUCK
BUILDING DROPS,INC.
MIN. �'—'_ % 39R E.DANVIBFA°I BIYD-S1E.338
EDGE DIST. "J %% WOOD ANCHOR SPX:195E41998478
SEE TABLE SHEET 2 w SEE TABLE ON SHEET 2 Rax:I9sRVa4.4nR
m
SILICONE wEfi:w�.w.wmm9drov:.mm
W2X WOOD BUCK
y O o$ yg
Z Q % � J m
�vWWi J t2
0'�d
%�
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0.25" a G W g
_ MAX.
SHIM 2X WOOD BUCK
WOOD ANCHOR
SEE TABLE ON SHEET 2 MIN.EMBED. O Q
SEE TABLE SHEET Z 1--
1 HEAD (TYPICAL) 2 JAMB TYPICAL) 3 OPERABLE SILL °Z z Z.
a o c
OUTSWINGSHOWN-INSWINGSIMILAR 7 OUTSWINGSHOWN-INSWINGSIMILAR 7 INSWING-NO ANCHOR REQUIRED O
O
W 3
SILICONE °
C]a
7
SILICONE SILICONE 3
f-
F
2X WOOD BUCK 2X WOOD BUCK REMARKS BY DATE
Add ADAsill,Muld-Point Lock GL 06/GS/14
2X WOOD BUCK ReferenmDWG:#A010M2!A AM 09/04/1
� OPERABLE SILL OPERABLE SILL OPERABLE SILL 0 VNOTHEnERARDAImNdnONSEDM.t
SMDSREMOMONSPAUSEDiSTAU MNMO n
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AFCO H-497
�i�T O IOP•`'co -Z
SILICONE SIUCONE SILICONE
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2X WOOD BUCK 2X WOOD BUCK 2X WOOD BUCK
DATE: 02.05.14
g OPERABLE SILL OPERABLE SILL OPERABLE ADA SILL DWG. Y: CHK. Y:
7 OUTSWING-NOANCHORREQUIRED OUTSWING-NOANCHORREQUIRED 7 INSWING/OUTSWING-NO ANCHOR REQUIRED GL/TJM SSrMSS
SCALE: NTS
DWG,a: D015687
OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW
SHEET: OF 9
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENTAND EDGE DISTANCE ARE ACHIEVED.
PREPARED BY:
MIN. n 1X WOOD BUCK BUILDING DROPS,INC.
EDGE DIST. Iz i (OPTIONAL) SILICONE 398 E.DANNIBEACH BLVD,STE.338
SEETABLESHEET2 GN .o ; DANIA BEAOI,FE 33ooA
PH:(954)3998478
_ w % P.:(9U)7M.4738
CONCRETE ANCHOR Q WEB:—.bu8dl%d.p—
n w� % SEETABLEON SHEET2
w= CONCRETE/
W"� .,• "•• MASONRY •.'+4:. C J m
z BY OTHERS CONCRETE/% �' o 1O
f W •,..�t ,� MASONRY W O N d
1X WOOD BUCK ; 'd' • BY OTHERS C F-
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CONCRETE ANCHOR SHIM O Z
CONCRETE/MASONRY BY OTHERS
SEE TABLE ON SHEET2
MIN.EMBED. O W O
SEE TABLE SHEET y w Woo
HEAD (TYPICAL) � JAMB (TYPICAL) �3 OPERABLE SILL
8 OUTSWINGSHOWN-INSWINGSIMILAR 8 OUTSWINGSHOWN-INSWINGSIMILAR 8 INSWING-NO ANCHOR REQUIRED ZO 3
U
SILICONE W3
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SILICONE ~
REMARKS BY DATE
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'p d 'p d 1!t
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SILICONE Reference DWG.#A010837A AM 09/04/19
CONCRETE/ CONCRETE/ CONCRETE/
MASONRY MASONRY MASONRY
BY OTHERS BY OTHERS BY OTHERS ND NUYNOTREFIDFTAA" IIALMNp NSFORASPED
NE IFSM CONDRIONS MSE INSTAWITONTODflMn
FROM THE REOUIREM-DETAILED HEREIN.A UEENS ED
ENGD:EERORARCNIIFCESHALLPREPARE M PEOM
OPERABLE SILL OPERABLE SILL � OPERABLE SILL DONMF FOR USEWRN HSOONMEM
8 OUTSWING-NO ANCHOR REQUIRED 8 INSWING-NO ANCHOR REQUIRED 8 OUTSWING-NO ANCHOR REQUIRED
AFCO H-497 `�. Aso
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�* N .77
S.A OF
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NO.
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' CONCRETE/ CONCRETE/ CONCRETE/
MASONRY MASONRY MASONRY
BY OTHERS BY OTHERS BY OTHERS DATE: 02.05.14
OPERABLE SILL OPERABLE SILL 40� OPERABLE SILL DWG. Y: CHK. Y
8 OUTSWING-NO ANCHOR REQUIRED 8 OUTSWING-NOANCHORREQUIRED 8 UTSWING/INSWING-NO ANCHOR REQUIRED GL�TJM SS'MSS
SCALE: NTS
DWG.a: D015687
E>OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW
SHEET: OF 9
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
PREPARED BY:
BILL OF MATERIALS O ROCKWELL MULT-POINT LOCK O HOPPE MULT-POINT LOCK
ITEMN DESCRIPTION MATERIAL 20 21 W/SILL SHOOT BOLT PLATE#2098911 Q-
FINGER-JOINTED PINE
O BUILDING DROPS,INC.
SOLID PINE 398 E.DANIA BEACH BLVD.,SE6 US
1 FRAME HEAD/JAMBS LAMINATED VENEER ® DANIA BEACH,EL33004
PH:(954)3998478
LUMBER O EAX I9541744AMB
COMPOSITE WEB:—bu8dmed.PS—
2 (NOT USED)
3 (NOT USED) - J m m
4 THRESHOLD - O p F-O d
5 THRESHOLD - o Q C m
6 THRESHOLD - tl U 5=
7 AFCO H-097 THRESHOLD - O o 0
8 THRESHOLD - ® �® 2 C13 5e
9 THRESHOLD - O ° O HANDLE Z 0 �o
10 ADATHRESHOLD _ O m O ° ° 4 HEIGHT o Z N Wo
11 WEATHERSTRIP URETHANE
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12 NON-COMPRESSION SHIM(0.25"MAX.THKJ COMPOSITE O o a;m O Ido p Z ` a
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13 ODL LIPLITE KIT(RADIUS LTTES) PLASTIC HEIGHT
14 1"O.A.IG TEMPERED NOWIMPACT GLASS - Cz:)
15 #10 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL ° -- ~
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16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL ° REMARKS BY DATE
Add ADA51ll,Muld-Point Lock GL 06/05/1
17 BUTT HINGE(SEE SCHEDULE SHEET S) STEEL aP
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18 LOCK SERIES 400 STEEL
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19 DEADBOLT SERIES 780 STEEL � '^
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21 HOPPE MULI-POINT HARDWARE HLS9D00 STEEL ME w u TN6 ME
22 ODL LIPLITE KIT(NI) PLASTIC O ® '```� IIII1lIO7'''''
23 FLUSH GLAZING LEG FIBERGLASS `��� E•: 1
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24 ODL LIPLITE KIT(VENT LITES) PLASTIC IN77 •• 0i
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25 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH#8784091 STEEL O ®ODjtn
26 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH#8783923 STEEL '79" —1 1.65 $ A, ..OF, tr
27 FLAT LITE KIT ALUMINUM %-�. O �IDP•° �/
28 PU DOOR CORE
O .FRAME HEAD/JAMBS O THRESHOLD O THRESHOLD O THRESHOLD 25 HEAD SHOOT BOLT PLATE(LH) `A}` ............
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VARIES,SEE BOM ABOVE
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-� 4.563' 4.56° I---5.62" 4.ST 1.75" G L/TJ M SS�MSS
OAFCO H-497 THRESHOLD O THRESHOLD O THRESHOLD 10 ADA THRESHOLD 26 HEAD SHOOT BOLT PLATE(RH) SCALE: NTS
DWG.#: D015687
SHEET: OF9
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9
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398 E. Dania Beach Blvd. _
BUILDING DROPS Suite338
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
Prod
uct Evaluation Report .
of
JELD-WEN, inc.
Design Pro / Smooth Pro
Glazed (Non-Impact)
for
Florida Product Approval
Report No. 27
Current Florida Building Code
Method: 1—A(Certification Method)
Category: Exterior Door Assemblies
Sub"—Category: Swinging Exterior Door Assemblies
Product: Design Pro/Smooth Pro
Material: Fiberglass
Product Dimensions: T-0"W x 6"8" H (Nominal)
T-0"W x W-0" H (Nominal)
Prepared for:
P -
JELD-WEN, inc
3737 Lakeport Blvd. `%
(� c
Klamath Falls OR. 97601 0 °
e �
E
O
Prepared by: N 7
7
Ili
_ * a
Hermes F. Norero, P.E.
Florida Professional Engineer#73778 OF
Date: 11/17/2020 i�'n - O IDP:
�(/ e
Contents:
Evaluation Report Pages 1-4
Digitally signed by Hermes F Norero Hermes F. Norero, P.E.
Reason:I am approving.this document Florida No. 73778
Date:2020.12.07 03:37:56-05'00'
BUILDING DROPS Date: 11/17/2020
A Perfect Solution in Every Drop! Report No: 2743.2
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)(a)
Product Name: Design Pro/Smooth Pro
Glazed Non-Impact.
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,
excluding 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 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: 11/17/2020
A Perfect Solution in Every Drop! Report No: 2743.2
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:
• ASTM E283-04
• ASTM E330-02
• AAMA 1304-02
• TAS 202-94
Referenced Data:
1. Product Testing performed by National Certified Testing Laboratories
(FBC Organization#TST1589)
Report# Report Date:
NCTL-210-3918-01 10/4/13
SJW2013-231 12/3/13
SJW2013-251 12/23/13
SJW2013-252 12/23/13
SJW2013-253 12/23/13
NCTL-210-3925-03 02/07/14
SJ W2014-032 04/22/14
N CTL-210-3930-01 02/24/14
NCTL-210-3930-02 03/10/14
SJW2014-068 07/07/14
SJW2014-071 07/07/14
SJW2014-069 07/07/14
SJ W 2014-079 07/07/14
2. Product Testing performed by Quality Testing Inc.
(FBC Organization#TST7638)
Report# Report Date:
SJW2010-003 01/11/10
3. Quality Assurance Entity
National Accreditation&Management Institute
(FBC Organization#QUA1789)
Hermes F Norero, P.E.
Florida No.73778
Page 3 of 4
BUILDING DROPS Date: 11/17/2020
A Perfect Solution in Every Drop! Report No: 2743.2
Certificate of Authorization:29578
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 G155
Report#: ESP010982P Report Date:02/26/13
Installation: Refer to Installation Instructions(D015687)for anchor spacing and more details of the
installation requirements.
Design Pressure. Refer to drawing(D015687)for pressure information
Hermes F Norero, P.E.
Florida No.73778
Page 4 of 4