HomeMy WebLinkAboutNotice of Acceptance HLE CO iF .
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1483/4"MAX.O.A.WIDTH 77 17 Q �{W PREPARED BY:
37 3/8" OLOY Il Q
FRAME
TYP.
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DESIGN PRO/SMOOTH PRO 6 2 FIXED 5 0
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IMPACTAPPROVED 3 30 - - ; FIXED =a Z F F o m$
FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) °Z 2 / Ll li
/ ?W Lu Z °LL e
O W J
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GENERAL NOTES:
TYP.ELEVATION 1 a Q N(D
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA xRwlGm txo"Fw„o �4 +t°.aalM z
BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: "J° v`I W Q W
• TAS 201-94 1113/8"MAX.O.A.WIDT tf' J
• TAS 202-94 _ W
37 3/8" w
L `
�
• TAS 203.94 FRAME TYP U
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE s e d Ln ao
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE F}— LU rel
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF '• w 1k•�b••�11
INSTALLATION.
= r
3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC:AND MAY NOT REFLECT ACTUAL CONDITIONS FOR ti Z
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED -+ _ ! 3 O W REMARKS BY1 DATE
HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS Add Mulf6P,mt Lok&Radius L GL(16/73/14
DOCUMENT, t; ¢ e r 0 0
Reference DWG.NAOI0877A AM 09/1IJ19
Z 6 LL ACTIVE O ACTIVE w p
FIXED
4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT 3 z C z w
RESISTANCE. 3 O =a
O w.tx%
5. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET FOR GLAZING DETAILS. 0 / .NP NIA N0T PF l A 1. _....-uHO�o[vNt%
P1C.IF THE
HI GSC INS F
OB Alt R[UG�xfMtNtf%GnNIEO HlRIIN.ASPFCBJ,
11-
tRARARfNrf l ARfi9T SPFCGIf
6. FIXED FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING, INCLUDING INTERNAL GRID, BLINDS I ooeumt r L�SlI �% Meir.
BETWEEN GLASS,DECORATIVE,EXTERNAL WROUGHT IRON AND RADIUS(SHAPED)LITES.
7. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES.ADDITIONAL PANEL CONFIGURATIONS AND FLUSH TYP.ELEVATION ,•�` .' E••,g • ,c\
DOORS ARE QUALIFIED. °"`o°mu°a �, V� 0
xnsvloT,•lma+,lx won eoxtwrlRvr,. �
8. NOTE: OPERATING AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE(WTP)OF 9.0 PSF, NOTES: N .7 7 : *
FIXED SIDEUTE MEETS WATER INFILTRATION AT WTP OF 7.5 PSF.REMAINING SILLS NOT RATED FOR WATER 1. INACTIVE AND ACTIVE DOOR PANEL ORIENTATION IS INTERCHANGEABLE.
INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, 2. SIDELITE MAYBE USED IN LIEU OF DOOR IN CONFIGURATIONS SHOWN �' S A 'OF a
PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG ABOVE AS LONG AS O.A.DIMENSIONS ARE NOT SURPASSED. +t
(OH)RATIO=OH LENGTH+OH HEIGHT IS 2 1.0 %�'(` -O lvP•'
F ER�N�'`
TABLE OF CONTENTS 3Z9SEo AeEa dive. a�S�
DESIGN PRESSURE(PSF) Eevcaxr AU inAox xo.:eseF
tVl
SHEET REVISION SHEET DESCRIPTION MAX.OVERALL
GF >R�i RY
1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES NOMINALSIZE FINGER-JOINTED PINE ALL OTHER MATERIALS MISSILE I gitally signed by Hennes F Norero
CONFIGURATION ----- MPACT F 3ason:I am approving this document
2 A ELEVATIONS INSWING OUTSWING INSWING OUTSWING RATING 1e:2019.12.1213:41:45-05'00'
WIDTH HEIGHT 02.05.14
3 A TYPICAL ANCHOR LAYOUTS AND NOTES POS. NEG. POS. NEG. POS. NEG. POS. NEG. DATE:
4 A QUALIFIED CONFIGURATIONS&GLAZING DETAIL O,XX,O 12'-0" 6'-8" GO` 60 601 60 50' S0 50• S0 LMI&SMI WL1TJ M SS�MSS
5 - OPTIONAL 2X BUCK ANCHORING DETAILS O,XX,O RADIUS 12'-0" 6'-8" 60' 60 60• 60 50• 50 50` 50 LMI&SMI
SCALE: NTS
6 - VERTICAL ASSEMBLIES O,XX,O 12'-0" 8'-0" 50` 50 50• 50 50' S0 50• 50 LMI&SMI
7 - HORIZONTAL ASSEMBLIES XX.O 9'•0" 6'-8" 60' 6D 60` 60 50' S0 50• 50 LMI&SMI DWG.#: D015708
8 - WOOD SUBSTRATES FXX
,0 RADIUS 9'•0" 6'-BI' 601 60 601 60 50• SO SO' S0 LMI&SMI' SHEET: OF 10
9 CONCRETE SUBSTRATES XX.O 9'-D" 8'•0" 50' 50 50` 50 50• 50 50' S0 LMI&SMI
10 A COMPONENTS&BILL OF MATERIALS `SEE GENERAL NOTE 8,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS.
PREPARED BY:
It
148 3/4"MAX.O.A.W IOTI I
373/8" BUILDING DROPS,INC.
390 E UANI4 BFACN BLVD.STE 330
FRAME) ou41A oua,tt 3][164
F TYP vle 195413r�u478
FAX:195417444738
-8.—Wldln d.ps[em
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FIXED ° FIXED O O O g
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TYP.ELEVATION 34 c
ow4.oNuuw4 9NDPMNfNr �.,j�
F
F
REMARKS BY DATE
Add MuIG-Palm Luk&Radius L GL 06/13/19
—1113/8"MAX.O.A.WIDTH—I Reference DWG.4A010877A AM09/1]/1
I
373/9"
..—
FRAME---
— ITYP. v,o M::H6rn NN x R. N n..71 ZF wkNB
FFIF[I ACFUAL CONORpNf fOP A:NfOfl(
SrtfIf3D[CONONNN4 TAU3l IN57Af4t10V 10 UfNA!F
_ IBUM frF P.[DUix[nfF,i liAll[D NFNkN,,Ufi45fn
[NUNfIP ONA4CNi7[C{y�p1y� RPF SITESP[CInC
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. ogo
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3 Z ACTIVE O ACTIVE Z w ��'�,h
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TYP.ELEVATION 4 DATE: 02„05.14
9Nn.4I9r.4N .a,rwR..mT DWG. Y: CHK. Y:
GL TJM SS�MSS
SCALE: NTS
NOTES: DWG.tf: D015708
1. INACTIVE AND ACTIVE DOOR PANEL ORIENTATION IS INTERCHANGEABLE. SHEET: OF 10
2. SIDELITE MAYBE USED IN LIEU OF DOOR IN CONFIGURATIONS SHOWN
ABOVE AS LONG AS O.A.DIMENSIONS ARE NOT SURPASSED. ^
PREPARED BY:
INSTALLATION NOTES: A E 148 3/4"MAX.O.A.WIDTH3"TYP— q,RQ,?
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. FOR QTY. 1 L"TYP. 3"TYP. "�
2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD REARING 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 G3 _+ f-- —t ++ -it,+ + -- -- G3 a 393 L OANN BEACH B(VO.SEE.33B
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER, ® I II Gnrvw ntAc a,Ff33BGa
I J
FAC 95A 1954( I7AA.4
]3A
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO I I I I II wfB;www,6"named,ARtcAA,
STUCCO,FOAM,BRICK VENEER,AND SIDING. ul
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL m io (•+ F— -$
OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHORW aF O
O m N
MANUFACTURER'S INSTALLATION INSTRUCTIONS. I I I I z v N
i7 m O c' 'I CL q 4 it M q
01.
S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR _z I I I I u Lu z a m
JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE3 z 2 z a O 0 Q
SHELL OF BLOCK. t2 35
w I„ O
Q N I n I +
O z j m y LL
6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK < 11 a O „'g
CONCRETE/MASONRY CONSTRUCTION. I I I I P cc
MED ACTIVE INA ITIVE FI ED
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE _ _ _ _ _ _ CO W o
FOLLOWING PROPERTIES: O °
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. 3"TYP. A3 p = Frya
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. A3 3"TYP, TYP.ANCHORLAYOUT U 1,7.
D3 ,::'rE°o°A.. D3 z t
C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH ee°
OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 a 1"l0
PSI. 111 3/8"MAX.D.A.WIDT
--
D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH SEETABL 11 2"TYP. 3„n,P,
V
OF 2000 P51. 3"TYP.— FOR QTl _
_ + -44
a
8. SEE SHEETS BAND 9 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR. G3 __-� - --_-- G3F-
LOCATIONS,EDGE DISTANCES,EMSEDMENTS,AND SHIM SPACING. Ems" -I ®O 1 REMARKS BY DATE
9. OPTIONAI LY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM I I I I II9— Add Multi Pont Lock 6 Radius! GL 06/23/14
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. _
I ' � Reference UV/G.4A010977A AM 09/11,119
ANCHOR TABLE
6'8"DOORS 8'0"DOORS z LL s )I. ! 1 O rv�me•Hol A1111.ecmfc' C
enniornor HO A4v'iru
l0 O I$IIE II SnF CON011W11(AUSE M9wILAM111.—ITE
3 2 V I I I li I I ) V FROM IIlt 11MUIR-1—[11.11.HEREIN A ICENS(D
V3 Q lN41N1lN ON Axtl11 A 5 FSPf(G
ANCHOR MIN. N.EDGE p OF #Of 3 z I; 1 enrl nE `Fxl�"P xe Iiinrrvr 1�(
ANCHORTYPE SUBSTRATE C' z ¢ "
S12E EMBEDMENT DISTANCE MAX.O.C. MAX-.O.C. rj -
SPACINGAT ANCHORS AT SPACING Ai ANCHORS AT 0 z a I II
JAMBS HEAD/SILL HEAD/SILL In 4-
JAMBS ,�� •. I�
CLUSTERS CLUSTERS L- I I .I I --1 I„ `se .•`•♦_ •S•. od
0
2K WOOD BUCK r
WOOD SCREW #10 1-1/2" 3/4" 17-1/2" 4 17-1/4" 4 ACTIVE TIVE FI ED 7
OR FRAMING INA N 7
ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2.1/2" 17.1/2" 4 17-1/4" 4 3'TYP. OF �,(�
TYP.ANCHOR LAYOUT
1-3/8"-CONC. D3 Em.wl°Nlenl mr —'3"TYP. D3 'r.,,�(� A P' `
ELCO ULTRACON 1/4" CONCRETE/CMU 1" 17-1/2" 4 17.1/4" q .+°Rea eomxrnNr �� 10
1-1/4"-CMU C
ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 1" 11.5/8" 8 14-3/8" 6 NOTES: , SY mo I'ke.N�aV �1 k.. `�\�
1. INACTIVE AND ACTIVE DOOR PANEL ORIENTATION IS INTERCHANGEABLE. 10PECERRT.aFA0T17ATroNNO 39518
2. SIDELITE MAYBE USED IN LIEU OF DOOR IN CONFIGURATIONS SHOWN
2-012 X 3"PFH B3 ABOVE AS LONG AS O.A.DIMENSIONS ARE NOT SURPASSED.
SCREW C3
1-STRIKE PLATE
HOPPE#1965010 v2-48X3"PFH F3 1-TOP ASTRAGAL
SCREW 1-STRIKE PLATE l-STRIKE PLATE 02.05.14
NOTE: STRIKE PLATE
INSERT PLUG — HOPPE 42098945 2-p8 X 3"PFH HOPPE 41965040 DATE:
INTO BED OF SILICONE SCREWS DWG. Y: CHK. Y:
7� ��
DETAIL F3 DETAIL I3 GLrTJM SS�MSS
DETAIL C3 TYP.ASTRAGAL/
TYP.ASTRAGAL .oar MULTI-POINT DETAIL H3 TYP.TOP ASTRAGAL/ SCALE: NTS
I NSERT PLUG WITH STRIKE LOCATION I TP,TOP ASTRAGAL MULTI-POINT STRIKE D015708
2.49%2112"PFH MULTI-POINT ONLY STRIKE PLATE H3 LOCATION DWG.#:
DETAIL 83 1-BOTTOM SHOOT 13
PFH SCREWS STRIKE LOCATION LOCATION 2-09 X 2 1/2"PFH
ASTRAGAL ONLY INSERT PLUG BOLT INSERT PLUG 4-09 X 2 1/2"PFH SHEET: OF 10
W1 STD.REINFORCEMENT PLATE (INSTALL INFORSILICONE BED (INSWING ONLY) DETAIL E3 1-ASTRAGAL.ONLY PFH SCREWS SCREWS
UNDER REINFORCEMENT PLATE) ASTRAGAL ONLY STRIKE STRIKE PIAT[
PLATE FROM OUTSWING SILL SECTION VIEW G HEAD SECTION VIEW `{J
�INSWINGSILLSECTIONVIEW HARDWARE KIT /61
3 SEEffin B30RL3 SEC 3 3EEDEEAII E]Dp G3 AROVE 3 INSWING SHOWN OURWING SIMINp
PREPARED BY:
BUILDING DROPS,INC.
f ]Ye 1 E.DANIA PEACH BLYD.•STF.138
DAN
( !� IA OEACH•ft 1]OOI 1PIT:(—)B5-11
FAIR(954114,10311
fI I 1 4 ' I I� ' wm:.wr,.bulalnyaraps.mm
a nu
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1 O,XX,O ELEVATION 2 O,XX,O ELEVATION 3 XX,O ELEVAT C) ¢ Lu 5 a
I
ION �q1 XX,O ELEVATION ¢ w m g D
4 wrtH rD•slDnlrfs 4 WITH 1'3•SIOfOTES AT Ynnu a•s1DfuTF 4 wlnn•2•s1DELD6 O U O
N
_ ug
0 mm D0 00 '00 o orb
f 1" EXTERIOR J o
1 INTERIOR 1/8"ANNEALED GLA55 < ��
rNOTES• I I ! I 0 090"SOLUTIA PVB INTERLAYER
L 114ACTP/F.RND ACTIVI!D'JOR PANEL ORIENTATION IS INTERCHANGEABLE. I ,I I ; 1 I i Ili �I j J ,I j SEALANT-
L L �n LJ ,_� 1/8"TEMPEREDGLASS
SIDE[li E fN1AY BE 115CD!N!!FU OF DOOR IN CONFIGURATIONS SHOWN I j -� .� - �-
ABOVr AS LONG AS O.A.DIMEN51ONS ARE NOT!
'� I I'' ,-SEALANT ~
i n _ I"• h Ij _I REMARKS BY DATE
—--I —I I 0 Tom... !'j -1 1 .� 1 L a �J Z m Add multi-Point .PAUI0877A GL 06/11/29
0J �� Reference DWG.UA010877A AM 09/11/19
DOV7995
.: STRUCTURAL
- - - - -- - - -' --- - SEALANT
XX,O ELEVATION
e WIIII rD"smP.nE - 4 RATION
G LAZING DETAIL OPTIONIUMAY NOT REILEQACTUAL—OITONS FOR ASPSCOR
fitIf stir CONDITIONS-A INSTRI.-ON TO 1-11
41/1'MAII D-43.WIOIM _— ROM TNENEODIRBA—DETAIIEDNEXEIN.A DORAID
781/1-MAX.D.L.O.ROGHI FEIMINLE80RA0. Ir ANF SRE SVEOFR
3-0X 6wS OP 60 DCUIE IRI rrt
,-0 X 8&0 DP 50 C•
-1"MAX. 1"MAX. 1"MAX. 1"MAX. `�, ••,.E..5••• 7" s'^i
1/2"AIRSPACE 1/2"AIRSPACE 1/2"AIRSPACE 1/2"AIRSPACE �. 0
N .7 7
INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR .S A •OI_.
1/8"ANNEALED GLASS 1/8"ANNEALED GLASS w 1/8"ANNEALED GLASS ,-1/8"ANNEALED GLASS i -A ((/
2i t 2
N 0.090"SOLUTIA PVB INTEftIAYER m 0.090"SOLUTIA PVB INTERLAYER m 0.090"SOLUTIA PVB INTERLAYER 0.090"SGP INTERLAYER �j�.(. .0 IQ�••
m 1/8"TEMPERED GLASS w 1/8"TEMPERED GLASS D\o I/8"TEMPERED GLASS m BY DUPONT
I \
In •DOW 119951LICONE In mLo I�i� 1/8"TEMPERED GLASS lL�F yRDS ET ,��`♦\♦
NF�,,, n�+
JIDOW 995 SILICONE Do DOW 99551LICONE 2�-d.R�dlIAEN 41 (•IN
DOW 995 SILICONE DOW 995 SILICONE ie1 Celli.of ADTNB�unDN 10.16578
20 20 21 23
REDI-SEAL flEDI-SEAL DOW 995 SILICONE DATE: 02.05.14
DOW 119951LICONE ;
DWG. Y: CHK. Y:
6'-8"GLAZING DETAIL (A)8--0-'GLAZING DETAIL FLUSH GLAZE DETAIL GLAZING DETAIL GL TJM SS'MSS
202/!"MAN.D.1-0.WIOTII q 101/1•MAX.O.E.0-1 TK (+ 13)/B'MA%.OLO.WIOTH q NOR OYAI,SUNBURST.AND ROUND TOPS NTS
6Z E/Z•MAX.D.LO.RDGNT 101/Z"hLA%.D.LO.HEIGHT TB)/tl'MA%.D.LO.HEIGHT IN 6'B'UNITS AT DP,/-BO PIT ONLY SCALE:
DWG.#: D015708
NOTE:
FRACTIONAL GLAZING,INCLUDING INTERNALGRID,BLINDS SHEET: OF10
BETWEEN GLASS,DECORATIVE,EXTERNAL WROUGHT IRON
AND RADIUS(SHAPED)LITES ARE APPROVED ON ALL GLAZING
DETAILS SHOWN ABOVE.
PREPARED BY:
/0
BUILDING DROPS,INC.
39R F,OANIA.EACH IIM-11E.33R
CNA—FACH,Fl)3[xq
PH:19541399 8478
FAX:19541)494738
4 1/2"TYP. 41/2'TYP. Z 4 1/2"TYP. 4 1/2"
TYP._
11/2"OFFSET TYP. 11/2"OFFSET TYP. 112"OFFSET TP. 11/2"OFFSET TP.
a
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w
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Z J Z
N 2 zR20
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REMARKS BY DATE
1— 1 1dd b1Wti-Pnlnt lock&Ratlius L GL 06/73/14
1 TYP.ANCHOR LAYOUT 2 TYP.ANCHOR LAYOUT Refc—coMG.RAO10971A I AM 09/11/19
5 PTIOPWL ZY pJCx�N COM1'CRFi[/Mt50NM 5 LIN4L IY BUCR IN CONCxC7((MiSCNrt�
a It H
lNp S NJt.[DICK AC[U..l COS.AtIATI F0,4 A SPFc TF
COND IONS C41RFIN5�.ICNNOn TppEN5fU
11
1r1-1-I RFOJIPtMENii p[ie pNEREIN.AUL[NSFU
LNUINLIR 011:RCHIIt(IYNJ ftiLIPRC SI(C SPICHIi
MEN 115�.i11r/ CUMFNI
11/4"MIN.EMBED TYP.
N Z `� ••�,•E
SEE TABLE .•S•'• r�
2X BUCK ANCHOR TABLE ti N 7 7 O
uI In
P OL. 6'B"DOORS BIB"DOORS AS 'OF
z X ANCHOR MIN. MIN.EDGE MIN.CENTER r A
�� ANCHOR TYPE SIZE SUBSTRATE EMBEDMENT DIST. TO CENTER MAX.O.C. MAX.O.C. O� F O Ip�'•�• ��
SUBSTRATE DISTANCE
SPACING AT SPACINGAT
O a I JAMBS JAMBS 2if�tt o��"pRF7" }aA�\�
2X WOOD BUCK 2X WOOD BUCK INSTALL. "
ANCHOR PER BUCK ANCHOR TABLE ITW TAPCON 1/4" CONCRETE/CMU 1-1/a" 2.1/2" 4" 25" 30-1/a" 9�`tt�Rr 1.N
rpPE ant.n(l
Np 19ne
ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8"-CONI. 1" 4"
3 25" 301/6"
2X WOOD BUCK INSTALL. �12X WOOD BUCK INSTALL. 1.1/6-Cf,4u
CROSS SCRION SIDE VIEW
DATE: 02.05.14
DWG. Y: CHK. Y:
Noyes: GL1TJM ss mss
1. 2X BUCK 15 NOT FOR INSTALLATION AT SILL.THRESHOLD SHALL BE FASTENED SCALE: NTS
IN ACCORDANCE WITH ANCHOR LOCATIONS SHOWN ON SHEET 3.
DWG.s: D015708
2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/5.
SHEET: OF10
5
PREPARED RY:
BUILDING DROPS,INC.
393E DANIA UEACH EIVD.,SR.3M
DANIAIIEACH,6t33
09 X 2.1/2"PFH PH:195A139assra
1 6"FROM CORNERS, 6l1%a9sA17As.A736
wte:AXt(9S —.4739
ZZ ONE AT MIDSPAN
7-17
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8 1
INIEflIOR EXTERIOR INTERIOR EXTERIOR EXTERI00. In d m
w
4 Oa
m as
0 C.
C U !n
R
Z
a fill 0
1 OPERABLE HEAD 2 SIDELITE HEAD 3 OPERABLE SILL
LLJ
6 OUTSWING SHOWN-INSWING SIMILAR 6 OUTSWING SHOWN-INSWING SIMILAR 6 INSWING > �7
trio
f �
NS X 2-1/2"PFH
_.�.—_I� 6"FROM CORNERS,
ONE AT MIUSPAfJ `H� REMARKS BY GATE
I 7 1�—��' Add Muld PolDt lock&RAdclsl Gl 06/23114
^
INT 11 / .I EXTERIOR ^ :ryTERtOR EXTERIOR i1:i ERICR II---,--�--�- EXTERIOR —
E 5 —1 a 1 ; r/'l/' Reference DWG.OAO10977A AM 0i'1/19
O
D MAY NUi PFitfC!A[illAl CDNdiIONt 1.A A SPFCVK
• • - SIiF.lf fll![On0 UnE CAUSE RI6IPDAIIUN Ie UIrPII
faOM ix6 P[UVIRtMtni3 DIINLLO HEREIN.ADCEHiFO
CAUOIXUMF ARCIIIIF IV.L YEPARC SIfE Wf:IiK
4 OPERABLE SILL SIDELITE SILL 7 OPERABLE SILL 8� L Ii
6 OUiSVlING 6 OUTSWING SHOWN-INSWING SIMILAR 6 DUTSWING :,. ••
OPTIONAL AFCO H-497 y`� ���•E•'S•', ��r
`* . N .77
o s R :OF
INTERIOR EXTERIOR ~ '� L,L/
o
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C/A�.y+551:o�
"pe CEpi.Of AOMOMYAfI E951a
g OPERABLE ADA SILL
6 INSWING/OUTSWINGDATE: 02.05.14
DWG. Y: CHK. Y:
GL/TJM SS/MSS
SCALE: NTS
DWG.a: D015708
SHEET: OF10
6
PREPARED BY:
101
® BUILDING DROPS,INC.
22 HINGE DETAIL AT IAMB:B �\� \ 199 E.DMN BEACH BLVD.STE.339
INTERIOR �/ 1 �� PLACE#9 X 2-1/2"PFH SCREW tunes BEACH,H.33 9
A7 % NEXT TO WEATHERSTRIP Rn:194)a
/ (
PAR:19694744
1]49.4)38
\'
%/ � 1VEtl:www.ERlltlinBJropz.com
INTERIOR #S X 2-1/2"PFH INTERIOR \ 1- X PHILLIPS
�. FLATHEAD WOOD SCREN
6"FROM
CORNERS, / \ C m
17 1/4"O.C.TYP. 3 m u m
\, Lu m
3-#9 X3/4"PHILLIPS \ R 1u mC ,
' \\ FLATHEAD W000 SCREW 2 m a m
�
—'EXTERIORE%TERIOP�
EXTERIOR 3 4-#9 PHILLIPS FLATHEAD WOOD SCREW pcc
24 USE 3/4"LENGTH FOR 6'-8"DOORS HINGE SCHEDULE y ,^n a
USE I"LENGTH FOR 8'-0"DOORS
DOOR HEIGHT QUANTITY p I�IQ m x
C[U J
1 MEETING STILE AT ASTRAGAL 2 FIXED JAMB 3 HINGE JAMB 6'-8" 3 Q_a a Fav
7 OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN"INSWING SIMILAR 7 OUTSWING SHOWN"INSWING SIMILAR 8-0 4 W 0 Wa
3-#S X 1 1/2"PFH .e
1-REINFORCEMENT m
SHOOT STRIP
APPLY DAP ALEX PLUS SILICONE 11 APPLY DAP ALEX PLUS SILICONE g 10 APPLY 9AP ALEX PLUS SILICONE
OR EQUIV.ADHESIVE SEALANT OR.EQUIV.ADHESIVE.SEALANT ;, OR EQUIV.ADHESIVE SEALANT
BETWEEN IAMBS BEFORE '" BETWEEN JAMBS BEFORE BETWEENJAMBS BEFORE
L
�9LILLIP6 MULLING MULLING I i,\ 1-" �—
•.�\ � Y'T'j
.-•B»%2"PFH
SCREW L, 08 X 3"PFH SCREW 1_ #8%3"PFH SCREW f-
�� AT EACH MULLION. AT EACH MULLION. AT EACH MULLION.
6"FROMCORNERS, 6"FROM CORNERS, E"FROM CORNERS, REMARKS BY DATE
14 1%1"O.C.TYP. % 14 l;h"O.C.TYP. % 14 1/2"O.C.TYP. Add MuItI-Pant Lock G kad—LI GL 06/23/14
JAMB MATERIAL RefcrenccuWG.BAB1uanA AM 00/11/19
—IAMBMATERIAL: /! IAMB MATERIAL. �. X FINGER JOINT WOOD,
FINGER JOINT WOOD % FINGER JOINT WOOD, SOLID WOOD,LVL,
OR SOLID WOOD SOLID WOOD,OR LVL -
,.\ � \ OR COMPOSITE -
' II II 1 1 \I I/ 1 NB H.A not RlfU+CIX.+uAI CON)ngNS i0HA 5YEClf1.
—1-1.50"y-- [:'2.2
�_ —1-1.50"-F— ,,'� snE irrneennoimNsea,se rvsrww*wnTouE•Nrt
D.2$n CP014.H.M.IPEIACNTE BRAUD HEREIN.AUCE-C
5" 3.00" Encnctaal.aclR9{;f$IytSL,PPEGARE HEESM[IF,[
troru ihl0.b6 cumin
q BACK-TO—BACK JAMB 5 BACK—TO—BACK JAMB S BACK—TO—BACK JAMB 7 GU MULTI-POINT LOCK `\\``�n °
NO MULLION REINFORCEMENT 1X MULLION REINFORCEMENT 2X MULLION REINFORCEMENT S TOP/BOTTOM REIN F.PLATE-ACTIVE PANEL ONLY ' �,�•E"••S••• •�0
* N .7 7
$ NOTE:
ALLSOLID WOOD USED IN MULLION ASSEMBLIES ABOVE �• S A•:OF ():
TO BE PONDEROSA PINE(MIN.S.G.=0.45)OR GREATER.
/ \
4-#8 X 13/8"PFH
/ 1-REINFORCEMENT PLATE�` '�d`tt'A"T"�` s'D•ss�s)��°
HOPPE 92512296 FapE CERr�,aE�t �l ��n�rvo.:Bs)R
rc
/ DATE: 02.05.14
DWG. V: CHK. Y:
GC/TJM SS'MSS
3-#8X2"PFH 13-#8X13/8"PFH SCALE: NTS
1-MULTI-PT LOCK STRIKE PLATE / (6-8 UNITS) D015708
AT ASTRAGAL 15-#8 X 13/8"PFH DWG•#:DETAIL A7 CO UNITS) PE MULTI—POINT LOCK
HOPPE-MULTI-PT LOCK COMESWITLLHARDWARE SHEET: OF10
FASTENING FORCEMENT PLATE•ACTIVE PANEL ONLY 7
PREPARED BY:
2X WOOD BUCK
t+ SILICONE WOOD ANCHOR
N N SEFF .TABLE ON SHEET 3 BUILDING DROPS,INC.
MIN.
EDGE DIST. z o j %// WOOD ANCHOR O 398E.— BEACHBLVn.-338
SEE TABLE SHEET3 �w¢ // OAPMA(99a13M 8E 8OEA �
SEE TABLE ON SHEET 3
w— d� EA%:19sal7aa.a73e
WEB:www.W,ldin8tlropx.xom
2X WOOD BUCK
�IJy I j. fw •
s la- E> O
o
2%\V000 BUCK Z W a
o 2 vsi / MAX. EU EIN.DIST. O C Fuj
— g r u'yt
WOODANCHOR SHIM SEF.FABLE SHEETS r,I a
SEE TABLE ON SHEET 3 MIN.EMBED. Q F M x
HEAD (TYPICAL) 2 JAAMBDET(TYPICAL) 3 OPERABLE SILL _ 1.5 N R
OUTSWING SHOWN-INSWING SIMILAR 8 OUTSWING SHOWN-INSWING SIMILAR $ INSWING W' 0 r,
WO f
WOOD ANCHOR W OODANCHOR WOOD ANCHOR 0
3: I
SEE TABLE ON SHEET 3 a E TABLE ON SHEET 3 SEE TABLE ON SHEET 3
...... /,SII ICONS —SILICON'S 1
I'Ir:: -, o i i \' .•\ ]\`1+=r�.\'\ `.—SILICONEci
...
o
WLL , 2X WOOD BUCK ;'0iI _.-_ Y.\VOOD BUCK _
�• REMARKS GY DATE
�OD BUCK 0.d3 Multi-point Lott'R RBdtus l GL 06/21/14
'^ I ✓+ I -- I Retercxce OV.'G.OAOIO877A AM 09,113719
MIN. MIN. MIN
EDGE DIST. EDGE DIST. EDGE.DISI', rNtTRlr,n�n zu �u oxt.0.o .t a¢
SEE TABLE SHEET 3 SEE TABLE SHEET 3 SEE TABLE SHEET 3 txo nu.x t Btnsn+awt cnxo-nnus wp n s.¢nx
ulE.lE snE mxMnnl;s r.usE IN:ul1110.7o pEvu
IIEgUnlFnlT�i77ll:f:I./t lyl4.'.�t UfyxtBtIH.A 4ICFNYn
'4 OPERABLE SILT S SIDELITE SILL 6 OPERABLE SILL [N41u0EUMf Ny t7yaM[vtF9N'tlq[
_ M1H M
OUTSWING 8 OUTSWING SHOWN-INSWING SIMILAR g HIGH BUMP OUTSWING ,��� �• F. O
\'\'��''// AFCO H-497 ��` E•• ��+,
WOOD ANCHOR ."� '•0
SEE TABLE ON SHEET 2 * N 7 7
SILICONE
sn OF ;rr
W 2X WOOD BUCK '. c� F:O 10t-•\��`�
�IWiI rtlaE CLP�AAUfrlb�f�ilav uo]95/e
MIN.
EDGE DIST.
SEE TABLE SHEET 2
DATE: 02.05.14
ADA THRESHOLD GL/TJM SS'MSS
9 SCALE: NTS
DWG.#: D015708
p OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW
SECTION OF HEAD OR IAMB AS LONG AS MINIMUM SHEET: OF10
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
8
PREPARED BY:
MIN. 1X WOOD BUCK
EDGE 01ST. ,. (OPTIONAL) CONCRETE ANCHOR
SEE TABLE SHEET 3 SILICONE
NN •<�. SEC TABLE ON SHEET
z o w BUILDING DROPS,INC.
CONCRETE ANCHOR Q 398 E.DASA BEACH BLVD.,STE.338
SEETABLEON SHEET3 DAN010FA[II,il3Ml1"
PN:195Jp99041a
p N Mat 1954I144A738
F,I CONCRETE/ ��/ ( w w wee:.w.w.e°ua�Neamvs.rom
w 7I� MASONRY--7"— '
I BY OTHERS Q z fa-
�' U> ,wn o'° m
N 1X WOOD BUCK :A•,• a m m v o
o m
(OPTIONAL) CONCRETE/ o~
�� :•a'. 0.25" MIN. MASONRY I=-j F w¢"'i m
HIM SEE TABLE SHEET3 ST BY OTHERS C) sF:=
CONCRETE ANCHOR .<. pc
CONCRETE/MASONRY BY OTHERS h C I- m °'
SEE TABLE ON SHEET 3 MIN.EMBED. IIQ,� Ln m Y
SEE TABLE SHEET L,3 �
HEAD (TYPICAL) Z JAMB (TYPICAL) ��_OPERABLE SILL ` � w
9 OUTSWING SHOWN INSWING SIMILAR 9 OUTSWING SHOWN-INSWING SIMILAR 9 INSWING W w v
O U 1
a CONCRETE ANCHOR CONCRETE ANCHOR z i
SEE TABLE ON SHEET3 r SEE TABLE ON SHEET 3 0
CONCRETE ANCHOR / S
'y=}; SEE TABLE ON SHEET 3 ?` \� -`-` 19 �--SILICONE !
u'-_-- ''�' - -__SILICONE m u. �--_ C
ua,+�N � �T—I I SILICONE x
z¢�_-- a _ REMARKSBY DATE
'\—CONCRETE/ z< CONCRETE/
2� d Add fAulN-Poiet Lo.k 4 Radiusl GL 06!23/14
MASONRY „I MASONRY ,n MASONRY
BY OTHERS BY OTHERS Bl'OTHERS RDferenc°owe nnDlDana AM 09/11(15
MIN. MIN. MIN.
EDGE DIST. EDGE DIST. EDGE DIST.
SEE TABLE SHEET 3 SEE TABLE SHEET 3 SEE TABLE SHEER 1 o M.rxor xrrlfirA`crv.i m"wrgNs rox a aecrlc
Stll.Ix 511E[ONgIIONSEAUSE INSIALIPigN IOOeV.xlf
iBOM TIE PFOUe:EMFN IS DF IAtlEO N[BEIN.A UCFNTfO
q % OPERABLE SILL 5 SIDELITE SILL _ 6 OPERABLE SILL_
OUTSWING 9 OUTSWING SHOWN-INSWING SIMILAR HIGH BUMP OUTSWING ��N� •'E.• �'''l��i
����i� CONCRETE ANCHOR ��` ���'�•E••S .�Q��i
SEE TABLE ON SHEET 2 N 7 7
SILICONE
S A 'OF
WT a ,• '.O� U IUP.' ���.
w CONCRETE/ S°4f x s`r�3eDS
„I MASONRY rBPE CEBr.ocw i�i�a13�, ri No.>7s>e
BY OTHERS
MIN.
EDGE DIST.
SEE TABLE SHEET 2 DATE: 02.05.14
7 ADA THRESHOLD GC JM ssAASS
9 SCALE: NTS
DWG.H: D015708
E>OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SHEET: OF 10
SECTIONOf HEAD OR IAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
PREPARED BY:
BILL OF MATERIALS HOPPE MULT-POINT LOCK 25 GU SECURY S-BOLT MULTI POINT
ITEM# DESCRIPTION MATERIAL 17
I
FINGER-JOINTED PINE BUILDING DROPS,INC.
SOLID PINE 393 E.DANIA BEACH BWO.STE.138
DMIA3EACH E(33BW
1 FRAME HEAD/JAMBS LAMINATED VENEER PH:t9s41199.8478
PAR:t954P44A)38
LUMBER 'LII w[3:www.Boa4;M-p,mm
COMPOSITE )
i Ln
2 (NOTUSEO) - fJ O Q
3 SIDELITE STOP WOOD
cc
W y
4 THRESHOLD
5 THRESHOLDI- O LL SI=.,o,.
6 (NOT USED) - O
7 AFCO H-497 THRESHOLD - O° 0 <. a U DO
8 WEATHERSTRIP d
URETHANE FOAM& Z
POLYETHYLENE
HANDLE O �'I, ;i i) p W_ Q d
9 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE _ HEIGHT L/1
C=) O z f
10 2X WOOD(S.G.MUST BE 0.55 OR GREATER) WOODLu
Oo F
111X WOOD(S.G.MUST BE 0.55 OR GREATER) WOOD O 0 '1 Z
10 WOOD INSTALLATION I
_ o �I - I O
12 # TION SCREW W/11/2"MIN_ 11
EMBEDMENT STEEL J n HANDLE :'
_ _ E J HEti.HT•r'--�-F'_�
-_13 I CONC./CfAU ANCHOR SEE ANCHOR TABLL SHEETS 3&5)__ STEEL --�- "'• `�
_ O
14 (NOT USED) -
15 _LOCK SERIES 400 .---_— _ STEEL _J "o O I D,I I REMARKS BY DAIE
M
16� OE<.DBOLT SERIFS 780 STEEL �•, _ °% I A)Id Iere—DWID(k30877Al GLovnin
' 9 R¢lerence DWG.3ACIDB77A AMIDti/:1/:9
HOPPE MULI-FOINT HARDWARE HLS9000 STEEL m m
17 (SCE SHOO BOLT PLATE TYPES,LOCATIONS AND FASTENERS ON SHEET 3)
18 ----- (NOT USED) _
T11L
NU MAYNDI R19 PRESSURElREA7E05iLL SPACER USED FGR FIY.ED PANEL WOOD - $ Snf.lf 511E CUnW➢UHS UUSF IN54WE111)UCENTS0
[xUM PH BfDU:afME(Mf�C1AiLLDMERHt(AIICENSEU
[HWrll'6xERME R Ill `t i6EPefr:n(,rEruic
2p ODLLIFE KIT(LMI)— 6063-T6ALUMINUM -211
c jeN
21FLUSH GLAZING LEG FIBERGLASS I
ENDURAASTRAGAL Ll
22 (SEE HARDWARE TYPES,LOCATIONS AND FASTENERS ON SHEET 3) 6063-T6 ALUMINUM AT �'�•E..S �(,,�i�
23 ODL LIPLITE KIT(RADIUS LITES) PC ABS 0.63"—�--�— --4-1.38" 'o S A 'OF i
24 BUTT HINGE(SEE SCHEDULE SHEET 7) STEEL
25 GU SECURYS-BOLT MULTI POINT STEEL 22 ENDURA ASTRAGAL IS yc)P;'
26 ADA THRESHOLD _ ALUMINUM
— Imo, FS HOt)1DB 1%
0.061, 3fS[Bpq3f5Nla9988.. I11 rAr{{tVD.sIEt34�
P3PECFn ond3LI�Rf(A�N o 395)8
O
O
FRAME
VA MESEE ADIIAMBOM BS 4 THRESHOLD O THRESHOLD U AFCO H-497 THRESHOLD
I -17B"- DATE: 02.05.14
DWG, Y: CHK.
ADA THRESHOLD Y
GL/TJM SS/MSS
I
4.56" I I 5.62" I ^ l";` 26 - SCALE: NTS
..5.,....
4.563" .,.o�'�•4.62" I DWG.It: D015708
SHEET: OF10
5.00" I 10