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i I
Lucie ountV TRINIT I ER®
TABLE 3B-2: ATTACHMENT RESISTANCE EXPRESSED AS A MOMENT-`MF (FT-LBF)
LOW. PROFILE TILES,,MORTAR &'ADHESIVE-SET'SYSTEMS.
Tile Application
I
Adhesive
Size (inch) Weight (g)
Mf (ft-Ibf)
To
Substrate To Tile
To
Substrate To Tile
Estate "S" or Hacienda
Inter-
Dependent
TILE BOND`" i 1 x 6 1 x 6 11 11 43.8
Touch'n Seal"' Sto''rmBond 1.25 x 10 0.75 x 10 8.4 5.1 41.8
ICP Adhesives Polyset RTA-1;
cross -bond I
5" long
oblong
4.5 across
head
6 S 44.0
ICP Adhesives Polyset AH-160 4 x 4 I 2 x 4 16 8 49.9
Independent
ICP Adhesives Poly let AH-160
2 x 7 N/A 3 N/A 36.5
2 x 10 I N/A 54 1 N/A 60.4
Mortar Per RAS 120 and Product Approval of Mortar Mfgr 20.6
TABLE 3C-1: ATTACAMENT'RESISTANCE EXPRESSED AS;A MOMENT- MF (FT-LBF) ,
HIGH PROFILE TILES MECHANICALLY ATTACHED SYSTEMS
Tile
Fastener Direct -Deck
min.15/32"
plywood)
Direct -Deck
min.19/32"
plywood) BattensTypeSizeShankClip
Nail One (1) 10dl Smooth or Screw N/A 5.1 6.8 2.8
Nail Two (2) 30d1 Smooth or Screw N/A 6.9 9.2 7.3
Nail One (1) 30d1 Smooth or Screw Field 23.1 23.1 19.0
Nail One (1) 10d Smooth or Screw Eave 29.3 29.3 24.0
r
Nail Two (2) 10d Smooth or Screw Field 27.6 27.6 38.6
Bella High
Spanish "5" Regal
Galena
Nail Two (2) 10d Smooth or Screw Eave 38.1 38.1 41.8
oor
Nail Two (2) 10d _ Ring _ N/A 28.6 412_ 19.4
91 + Nail' Two (3) 10d' Ring' N/A
Screw One (1) W N A N/A 20.7 20.7 18.1
Screw Two (2) k8 N/A N/A 43.2 43.2 29.8
Installation with a 4-inch tile headlap and fasteners located min. 2Y.-inch from head of tile. -
TABLE 3C-2RE : ATTACHMENTSISTANCEEXPRESSED AS A-MOMENT---Ml` (FT=LBF) HIGH'
PROFILE.TILESMORTAR&ADHESIVE-SET SYSTEMS, Tile
Application Adhesive ' Size (
inch) Weight (g) Mf (
ft-Ibf) To
Substrate
To Tile To
Substrate
To Tile Bella
High "S", Galena Spanish "
S" or Regal Inter -
Dependent
TILE
BOND- I 1 x 6 1 x 10 11 22 48.1 Touch'
n Seal"' StormBond 1.25 x 10 0.75 x 8 8.4 3.9 51.6 ICP
Adhesives Polyset RTA-1I ; cross -
bondtwo (2) -
6" long oblong
10" across
head 12
each
15 36.2 ICP Adhesives
Polyset AH-160 4 x 4 2 x 4 16 1 -8
1 30.1 Independent ICP
Adhesives
Polyset AH-160 2 x
7 N/A 30 N/A 48.5 2 x
30 N/A 63 N/A 93.5 Mortar Per
RAS 120 and Product Approval of Mortar Mfgr 24.5 Exterior Research
and Design, I.I.C. Evaluation Report E39310.11.11-1-Rk Certijlcate ojAuthorization
0503 FL7804-R9 Revision 3:
04/18/2016 Page 8
of 9
R.E V i I 12-N S
LTR'I_ =c:kIPTMN DATE APPRaVE11
v PkliT SLaTS A TEST DUGS. 06/28/10. 4?"
PIM wcr4h
35.625
28.12
SECTM
rAS-SEAL DCa2 SVEEP
86"
E)
ct . .
0.25 F- 0.5"
PER JA 8PA. I iFT
0F WOOD
I STUD XATja!aL GJARD_ _ERIZS THRESHMD
vnk siumc. yDm
15. 9 AN'C40R TYP. OR NEG'RENE 91.2-M.
A
REFER TO
4"
SILL INSTALLATION DETAIL .315-
SHT-1)
mcm 407
LOCK— IN
0...375
3XI-STIIN,,GIMA SONR4YWANCr'gR IEMA SELFHP iU
WAML-ERA SDTRFM WTPW. NX, 0. 0
CIIFlETfi1G
AfORAibiifES
sus x- ARCHITECTURAL
DIVISION Its—
HIMITAPEAMW 7252
NARCOOSSEE ROAD
ORLANDO, FLORIDA 32822
CTLA No. 2O.
T153 Date Verified- .6
19011) Verified B 2"
1.94-"
HINGE
JAMB BENT
TARS TO
SECURE At-
S-EMBILY KNOCKED —DOWN' ASSEMBLY
HEAD 2"
VEATHERSTRIPPIP,
Y.
DEfAIL,
LL Di"Stan.
TYPICAL EXCEPT VHEWSPECIFTED) STRIKE
JAMB Ingersoll
Rand ANCHOR
DETAILS / MOUNTING
CONDITIONS 2937W 1A
t5 / b 5 41 .S
D NOTES 13. CHART OF WIND LOCK CLEARANCE
i. DESIGNED AND TTSIEO IN ACCORDANCE WITH FLORIDA BLDG. CODE AND INTERNATIONAL BLDG CODE 12. THE SPECIFICATIONS FOR THE BOLT USED FOR THE
PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF WIND LOAD Z-GUIDE TO ATTACH THE GUIDE TO THE CONCRETE JAMB LIAx OPENING WIDTH CLEARANCE TEN54E
CONSTRUCTION DETAILS. ARE FOR POWERS POWER BOLT P N 607692- W IS' 0.625
2 SPACING IS THE CENTER TO CENTER DIMENSION. THE HILD QUICK BOLT /N 6OA -xx%70 MAY
SUBSTITUTED TO EOUNALENT WIND RATING Bf UP TO 20' 0.875
3. INDICATES SLAT FREQUENCY IN WHICH WNDLOCKS OCCUR USING THE FOLLOWING SUBSTITUTION CHART AND THE SAME UP TO 30, 1,375
4. DELETED. SPACING AS THE POWERS POWER BOLT.
UP 70 40' i.B75
S WALL ANGLES MAY BE WELDED TO STEEL JAMILS. PLUG WELDS IN THE WALL ANGLE
SLOTS THE THICKNESS OF THE ANGLE OR FILLET WELD AT THE HEEL AND.TOE OF THE WALL ANGLE
D Y LONG C P P ED BOLT UOCAQ% OLD THE LISTED IN THE GUIDE TABLE.
GUIJE COORS HAVE TTIREE VbJ.L FASTMNQi LENGTHS. THE( ARE
3 8 DEA(GRADE 2} 1' LONG TWrLL i LT - - -- -
3%a' Out(CR.ADE 5} m 1-f/2' IDNG NOT %
2 4XA + 1-t/2' UONG W'Alt BOLT
7. I RATED DOO O c CONSTRUCTED ACCORDING TO COLUMNS
LABELED '1MPACi AND ARE LIMITED TO THE WIDTHS INDICATED. MOMEM
IMPACT TESTING CONDUCTED IN ACCORDANCE TO TAS 201/203 "Z"-GUIDE
B. Asru A-36, GUIDE ANGLE MATERIAL I-------
T "E"-GUIDE -
9. DOORS AT 5'-0' WIDE WILL FAYE NO WINDBAR.
10. REFERENCE C-275 SLAT DRAWING OBS140 WH
1I' DOOR OPENINGS 18'-4' AND LESS USE SLATS 22 G. t-E
DOOR OPENINGS OVER 18'-4" USE SLATS 20 GO
iNORMAL
FORCE
L•/y NORMAL SECTION "B—B"
E AND Z GUIDES SHOWN
A' I/DOD
TENSIONWHEEL
HEADPLATE DOOR OPENING WIDM 5'-0'
WALL HORIZONTAL WH 2-1/2
WALL VERTICAL WV 3
B WALL THICKNESS VIT 3 16
MIDDLE HORIZONTAL MH 2
CURTAIN 30 0' MIDDLE VERTICAL LIV 2SEECHARTiA7MAX. DOOR M:ODLE THICKNESS LIT 3 I6HEIGHT
OUTSIDE HORIZONTAL CH 2-1/2
OUTSIDE VERTICAL OV 3
OUTSIDE THICKNESS- OT 3 16
E E 1-J 4
B' 'B' S .S 2-1/4
V V 15 16
BOTTOM
x SECTION "A -A" G G 2-1/4
BAR WFATMEFNSTRIP
x x NONE
A D. Z Z NONE
MAX DOOR OPENING WIDTH WALL BOLT SIZE 3 B
WALL BOLT GRADE 2
WALL BOLT EMBED A
1.44
3.23 WALL BOLT SPACING 36
ASSEMBLY BOLT SIZE } 8
1.44 ASSEMBLY BOLT GRADE 2
ASSEMBLY BOLT SPACING 36
A I
wNDIACK FAEOUENCY 0
NORMAL 133625
2 3 4'
CA NORMAL 125
1.75
PARALLEL 0
1 Nan. ANY a THIS
7/8' —I 1.46 —
SLAT DETAIL C-275 ALT. WINDLOCK DETAIL
REF BAD
8 7 6 5
POWERS POWER BOLT HILT[ NWIK BOLT 3
3000 P51 CONCRETE) J000 PSI CONCRETE)
DIAMETER EMBED DIAMETER EMBED
3 2' 3 8' 2-1 2'
3/8' 2-1/2' 3/8' 2-1/2'
t 2' 2-1 2' 1 2' 2-3/4'
1/2' 3' t/2' 3-1/2'
1/2' S' 1 2" 5'
S/B' 4' S/B' 4'
E—GUIDE -_ -
VJ "
ILE NVYBBLS 3 .Y.I N/A 4„yy' " I(, x f 1
Xx f 03 UNIT OF
um..ae xxx 3.O10 I[ASURE N
JOo.,A ANGLES: t ff /A
DN HOLES t N/A ou
4 3 2
n(.zE:(v1..oT
312fFA3121LLTON, TECARROLLTON, TD(AS 75007
FL PE 151737
FL # 742-R4 F
l
6912 7505 A
875 520
L679 1760
1 WMPANFS TMS OWAONO
ORATION NO OMOSLRE OF
OR COR
WINDLOAD, 610/611. C-275,
50/-50 PSF (DESIGN}
D— 308091
1
1
91,6IAMNAtED WIS'LAIINATM
GLASSSTACK 114'HFAT- I GLASS STACK
114'ANNEALEO
STRENGTHENED
GLASS GLASS
090'SO 114'ANNEALED 09vPVB
1/4-HEAT•
STRENGTHENEDOLA55GLASS
43
11/16' GLASS 11/16' GLASS 44
BITE jk BITE
40
EXTERIOR
a
EXTERIOR 58
a
GLASS TYPE A GLASS TYPE B.
If
I WIG.
1diGLASS NATEDSTACK GLASS STACK
GLASS STACK
L 91tVLANNATEO
GLASS STACK114-HEAT•
STRENGTHENED
I 1/4'ANNEALED
GLASS
GAASg 17116AIRSPACE
OW SG
1/4• HEAT•
STRENGTHENED 090' SG 1/4' TEMPERED
Min. Min. Min.
nchAnchorAor Description Substrate Edge Embed' O.C.
Type Distancement Distance
A
1114 steel or 410 SS S. Pine 1' 1310' 1'
SMS (GN
M4 steel a 419 SS 118" 6083-T5Aluminum 318' 118' S16'
B
SMS (G5) 1)8- sl Steel 8' SIB"
2.85 Rat Concrete 2.11? 1.318' I 3•
T-_Tgi unracom; GroutFiiledCmu 2:1/2 ; 1at4'7 4`—,i
C 000W Black' 7112' 1-114'— 6'
1/4' 410 SS OreleFlex Hollow Block' 2-V2' 1.114'
5116' steel Ulrecon Hollow Black' 3.11 1-1/P 6'
114" 410 SS CreteFlex 3.35 ksl Concrete 2-1/2' 1 14' 3'
D 3.52 kal Concrete 3-U8' 2- 3"
5/16' eteet UArecon Grout led CMU• 2-11 2-114. S'
3!8' large Diamconeter 3 kst Concrete 3' 1•ti2' I-V2' 4'
E NW Te p*
w
Hollow r 3• 6'
NOTES:
9) ANCHOR MUST EXTEND A
MIMIMUM OF3THREADS
BEYOND ANY METAL
SUBSTRATE.
2) ANCHORS INTO
GROUT -FILLED CMU OR
HOLLOW BLOCK ARE ONLY
APPLICABLE FOR THE
JAMBS.
3) ALL ANCHOR HEAD TYPES
ARE ALLOWED.
SEE SHEET 1, GENERAL
NOTE 3.
43
GLASS -
LASS
1 43 _ GLAZING NOTES:
11/16' GLASS 44 11H I LASS 44 '
PVB' =.090' BUTACITE®PVB BY KURARAYAMERICA, INC.
BITE BRE 'SG' = .09W SENTRYGLAS®BY KURARAY AMERICA. INC.
40 41
Q f
EXTERIOR 58 EXTERIOR 59
39
GLASS TYPE C GLASS TYPED
1-L18'LG. 1.N11C 1.0.
9118'LAMINATED GLASS STACK 911V LAMINATED GLASS STACK
GLASS STACK
I OLAS9 STACK
I I
114' HEAT• 1/4' HEAT -
STRENGTHENED STRENGTHENm
GLASS 7/18' AIRSPACE GLASS 7116' AIRSPACE
090'PVB 1/4'TEMPERED •090-SG 1/4'TEMPERED
GLASS GLASS
43 43 PRODUCT REVISED
ns complying With the Florida
11116• GLASS 44 91/16' GLASSg4l4 DaildingCod, f 5, D&,2 0, pcte team N0BITESITE
L l l l l l l! 11 Gabon
YNIV t 7 7 i Revised sty: 0a1e: Re.;stun:
By583939 .•' LICEPlSF'•.C IvOa,t ode Prod MCan
EXTERIOR EXTERIOR 7t : • '. 'i Revised By. Dolt: Revision:
NO.56705 :' a a _ Sc 7/21/15 INTERLAYER MAN.
GLASS TYPE E GLASS TYPE F =
DeseripZI Drown By:
GLAZING DETAILS J ROSOWSKI
NOTE: •lO s •'' ORIDPS'C`
1070 TEt41CNOLOGS42R rue: 001e:
2)
GGLAZING
SOR
ALL GLASSRED TYPES112 EETSASTM AC
EN1300FOR DANDALL
PPROVEDDOORPANEL AND TRANSOM SIZES. iO(VALtF`G NOP.O. BOX 134274 STOREFRONT
ENTRANCE •DOOR DETAILS - LM 10/05112 A
LYNcM LER•P.E. CERT. OF AUTH. J)29296 SE-3550 NTS 2 OF 11 MD-3550-LM A
CONCRETE PER ANCHOR EDGE DIST.
INSTALLATION OPTION
Installation Method REQUIREMENT INSTALLATION ANCHORS THROUGH INSTALLATION TRANSOMXSECTION
CON TE PER ANCHOR 1X BUCKSTRIP INTO MASONRY. OPTION
INSTALLATION QUIREMENT EDGE DIST. INSTALLATION INSTALLATION ANCHORS
OPTION :. EMBEDMENT
2X WOOD BUCK
INTO 2X WOOD.
INSTALLATION
ANCHORS DIRECTLY • ! - EMBEDMENT OR FRAMING EDGE DIST.
INTO MASONRY. 112' MAX SHIM - '
1XW00 • EMBEDMENT 19
REQUIRED 10 BUCKSTRI
AT EACH 6 SEE NOTE
12' MAX, SHIM OPTIONAL
ANCHOR THIS SHE LAM[ IG
TYP. ANCHOR
12'MAX EXTERIOR GLASS
TYPE46 i II II
L LIUII EMBEDD SHIM
a EXTERIOR
73 EDGE
DISTANCE E RIOR EXTERIOR
EMS ANCHOR VENTA
D
52
12 PERSUBSTRATE, TYP. ANCHORTYpE, EMBEDMENT AND 20 SEE TABLE
1,
EMBEDMENT AND j I SHEET
2. EDGE DISTANCE PER EDGE DISTANCE PER
9 II SUBSTRATE, AN
SEE SUBSTRATE,
SEE
TABLE
1, SHEET
2. TABLE I. SHEET
2. 50 1H0 X
1r2' FH SDS, 2-12' FROM 52 52 11 EACH END AND
10-7/g' O.C. TARI F 9•
FRAME HEIGHT EDGE
DIST.
43
45 2)
ALL WOOD BUCKS SS THAN 1-1/2- THICK THE LESSER VALUE OF THE ABOVE - ARETOBECONSIDE DIXINSTALLAMONS.IX
TABLE AND THEDP TABLES_ DETERMINE.- -EXTERIOR- - 40 - WOOD BUCKS ARE
OF
IONAL. UNIT MAYBE — --THE WATER -LIMITED (+)DP. (I-T INSTALLED DIRECTLY 10SUBSTRATE. WOOD
Y 18 3, BUCKS DEPICTED
AS 2 ARE 1-12' THICK OR THRESHOLD GREATER. IX AND
2X
CKS(WHEN USED) EXTERIOR COVER SHALL BE
DESIGNED PROPERLY
TRANSFER LENGTH O LOADS TO
THESTRURE. WOOD BUCK DESIGN AND INSTAILLA ION
IS THE DOOR ASSEMBLIES p RESPONSIBILITY
OFT ENGINEER
OR INSTALLED WHERE THE ARCHITECT OF RECOF 3.
MAXIMUM SHIM OVERHANG (OH) RATIO IS
REFERTO THICKNESS TO BE
AS EQUIRED BY TABLES 3-6, EQUAL TO OR MORE
THAN SHEET 11 6469 SHEETS
5.7. 1
IS EXEMPTED FROM
OF 11 FOR to
WATER INFILTRATION MIN. THROW 17 FOR
ITEMS 15-18. = AND THE FULL (+) DP MAY REQUIREMENTS 1 1.12•
SEE TABLE 2, BE USED. SEE TABLES 3.7. I I THRESHOLD THIS
SHEET. 5 COVER ADA OPTIONAL
OH RATIO- OOH HEIGHT r y II 16
THRESHOLD BUG FLAP rINSADDLE COVER
1V THRESHOLD
ruII %111VNA, /j'r 44
21 NOTES: 43
1) USE
ONLY
SUBSTRA ANCHORS, FOLLOW E APPROPRIATE
DMENT, EDGE OPTIONAL
LAMI
IG DISTANCE
AND
SUBS PER
TABLE 1, SHEET
2 OPTION SHOWN MAY ATE
REQUIREMENTS INSTALLATION USED
ON ANY
SIDE
OF GLASS VISIBLE THE WINDOW.
ALL ANC HIOR HEAD TYPES ARE LIGHT ALLOWED. 22 HEIGHT
Waterllmlted (+) DPNominalSill
Height Pod
q Max. (*)
DP
I Allowed Saddle, 1/4' 15
OH Requimd ADA Sill, 112 14
4l 16 20 psf 1-12' 14 8
171 50 psf 3' 14 d 18
1 80 psf REINFORCEMENT IN TRANSOM SILL
REQUIRED FOR ALL DOORS
USING REINFORCEMENT IN VERTICAL 12'
MAX. SHIM MULLIONIJAMB
VERTICAL APPROVED MULLION, - SECTION-
D-
D ALUMINUM,
STEEL FRAMING OR
STEEL STUD.
SEE TABLE 1, SHEET
2. TYP. ANCHOR TYPE, EMSEDMENTAND
EDGE DISTANCE PER
SUBSTRATE,
SEE TABLE I,
SHEET 2.
INSTALLATION OPTION INSTALLATION ANCHORS
DIRECTLY
INTO
METAL. 14
Jll j pN•.......
7/ll i. INSTALLATION 7No. b8705
OPTION 12• MAX. SHIM
r . NON -SHRINK, INSTALLATION
NON-METALLIC 5
KSI ROUT- 0, (.
r_= I
S 11JI 1070TECHNOLOGYDRIVE
ANCHORS DIRECTLY FULL LENGTHINTOMASONRY. • ' .• TYP.ANCHORTYPE,
i0 ~ Q'• EMBEDMENT EDGE DIST. EMBEDMENT
AND
EDGE DISTANCE!
PER 1
P •.6 'c
C-,•CORIO ,. G., 1ir`
SS(,,r.J( N. VENICE, FL 34275
P.O. BOX 1529
SEE SHEET 10 OF
11 FOR REQUIRED ATTACHMENT OF THRESHOLD ANGLE
VERTICAL SECTION B-B TABLE 1. SHEET 2. C` r/AM'%{ry
M)
41 o.E. P.E.i 597D5
NOKOMIS, FL 34274 CERT.
OF AUTH. 029296
PRODUCT REVISED m complying
with the
Flmida BuiidingCodc MI.- 2.0
AccNo B 18Revision: pl-- Revision: SC
I I
NO
CHANGE
scripilom. 1 Drawn By: ERTICAL
X-SECTION
J ROSOWSKI
FOREFRONT ENTRANCE DOOR DETAILS - LM
10/05/12 ies/Maeel: Scale: Sheet: .in'
No. Rev. SE-3550 NTS 3 OF
Dro 11 MD-3550-LM
A
Window Wall Glass Capacity (psf)
Nominal Dim. GlessTypo
Framewiri Frame Height A B C D E F
24 in
301n
72in
Sou no 120.0 90.0 8OL0 1xio
90A 8a0 120.0 90.0 Ba0 me
361n
Gin
90.0 eao 12OLO Sao 80.0 120.0
90.0 80.0 12a0 90.0 no 120A
481n
541n
90.0 8OL0 120.0 90.0 80.0 1xi0
89.9 8D.0 Lao 90.0 BOLO 220.0
Gain
661n
721n
BIA BOLO 120.0 goo SOLO 1711.0
12" 120.0
LOA L0.0
241n
30In
781n
90.0 SOLO L0.0 9a0 BOLO MO
90.0 80.0 1xi0 Sao Sao 22SO
36ln
Gin
9MO 80.0 120.0 9n0 80.0 1xi0
90.0 S0.o 1xio Sao Sao LOLo
481n
541n
MO 0&0 2200. 90.0 60.0 Lao
82.3 no uao 9D.0 ao.0 120.0
Fain
66in
72in
77.4 ea0 22MO 85.1 90.0 IR0
12aO 120.0
170.0 1211.0
241n
30in
841n
90.0 BOLO 120.0 90.0 B0.0 LAG
Sao no 22a0 Sao E0.o Itn.D
361n
Gin
goo BOLO 120.0 90.0 SOLO Ixi0
90.0 MO 12OLO 90.0 80.0 1 MO
481n
541.
BS.I BOLD I= 90.0 me 120.0
78.1 Sao uao ass BOLO 120.0
win
661n
72in
120.0 MO
120.0 II0.0
IOQ0 2MO
241.
301n
901n
90.0 A 120.0 90.0 80.0 0
90.0 80.0 12OL0 90.0 Sao 220.0
361n
42 in
9D.0 8a0 MO 90.0 110.0 220.0
90A 80.0 MO 9a0 no me
4nln
sun-
Sa6 no I= gas BOLO 120.0
lIOA_ 120.0
Win
72in
uao 120.
066ln100.0 loco
IOOA 100.0
24In
30ln
961n
90.0 n0.0 120.0 90.0 80.0 120.0
90.-0 no 120.0 9110 no Lao
36ln
Gin
90.0 S0.o uao Sao e110 120.0
97A no Lao 90.0 no 12OLO
49 in
540e
7U SOLO LD.O I 64.4 Sao MO
2200 1 220.0
601n
66in
72in
320.0 12a0
10010 100.0
me 100.0
24ln
301n
102In
9a0 8a0 120.0 90.0 BOLO 120.0
90.0 Ba0 Lao 90.0 BOLO MO
36in
Gin
9a0 Sao Lao 9a0 80.0 1xi0
83.1 SOLO 220.0 90A 80.0 120.0
481n
54ln
120.0 Lao
Ixi0 L0.0
601n
66in
100.0 100.0
100.0 100.0
Window Wall Glass Capacity(psf)
Nominal Dim. GlessT pe
Fremefieilhl A B C D E F
IMIn
90.o Sao uno 90A ono 1xio
9a0 BOLO 12n0 90.0 BOLO 12010I90.0 Sao uno no 8n0 12ao
0 Sao uao 98.0 Sao uno
12ao 12U
0 100,0
65in
Ono 1010
10Qa 1DnD
114in
90.0 BaD 1xi0 90.0 Sao 12OL0
90.0 Bn0 Lno 90.0 Sao 12&0
N42[n
90A Sao xio 90.0 SOLO 12QO
120.0 22a0
12n0 12n0
00.0 IOno
IOGO 1000
24 in
301n
1201.
90.0 Sao 22OLO 90.0 Sao 12a0
90A Sao 12OLO 9Q0 Boo lZaO
36I0
Gin
SE-0 Boo 22110 90.0 MO uao
uno 120.0
462n
54 in
Twin
12aO 12OLD
20a0 10110
99-8 10Go
241n
126tn
9DA Sao Lao 904 Boo 120.0
3DIn
35In
90.0 840 Lao 9Q0 no 12QO
50.0 Sao uno 90.o Sao 12ao
42In
481n
541n
uno 12ao
10a0 10ao
100.0 30G0
Z41n
30in
in
9D.0 no 12Ro 90A see I2Q0
90.0 8n0 MO 90.0 SOLO 12MO
361n
Gin
12OLO 12n0
me me 120.0
Asia -
541n
100.0 1DQO
I00.0 IOGo
24 in
301a
1381n
I
90.0 Sao 12110 90.0 Sao Lae
90.0 Sn0 LGO 90.0 Sao 22OL0
361.
Gin
48in
Lao 220.0
S000 1000
IMO 10n0
241n
30 in
144 in
90.0 8060 1xi0 90.0 Sao 1Io0
90.0 Sao Ixi0 9n0 Sao 12110
36211
Gin
Lao 125
2ma Joao
4SIn lOnO 100.0
GLASS STACK 114' HEAT- I IF N SS STACK 1/4' HEAT- GLASS STACKTEC
lW ANNEALED STRENGTHENED STRENGTHENED
GLASS ---:GLASS GLASS
1/4' HEAT- 11/" HEAT-
A90' SG- 1/4"ANNEALED .OW PVB STRENGTHENED .090" SG STRENGTHENED
42
GLASS
42
GLASS d2
GLASS
3/4' GLASS 41 40
314. L S :
51SS
40
314' IGTL SS4140BITE
30EXTERIORGLASSTYPEAEXTERIORTYPEBOilGLASSTYPEC
a ® a
1.3/16' LO.
1-SI1G LO. 1-0I10' I.G.
CLASS
9110'LMONATED GLASS STACK 9/16'LANNATED GLASSSTACK
911GLASSn TACK 1 GUSSSTACK -
I I I GLASS STACK
GLASS STACK I- 1/4'ANNEALED 1/T MEAT- 1!T HEAT -
GLASS
STRENGTHENED STRENGTHENED
7116'AIRSPACE GLASS 7/16'AIRSPACE GLASS 7116'AIRSPACE
080'SG 1/4'TEMPERED A90-PVB 114'TEMPERED •090'SG 1/4'TEMPERED
GLASS GLASS GLASS
42 42 i 42
3/4' SS 41 40
31' BTEAS 41 40
3/4
BITE SBITE4140
EXTERIOR
31 47
EXTERIOR
31 47
EXTERIOR
31
GLASS TYPE F
a
GLASS TYPE®
a
GLASS TYPE E
a ®
a7
Min, Min. Mla
MchorAntiTyp Description Substrate Edge Embed. O.C.
dslanOn menl Distance
A M14 steel a 410 SS S. Pine 1' 1318' 1•
SMS G
14 steel a 410 SS 118' 6083.75 Aluninu n 318' 118" 518"
B SMS(G5) Ill' list Steel318' lie" 518"
285 kill Concrete 2.112" 1318" 3'
I IG_1ik1r: lFL I() 1U W J,? 1.12W ri:3744 - O1:4i-r
C Hollow Block"- 2.1/2' 1.114- - 6'
1/4" 410 SS CreleFle2 Hollow Block' 2-112' 1-114" 6'
5115'steet UlrecOn Hollow Block* 11' 1.1f
114" 410 SS CrelFFlex 3.35 list Concrete 2.1/7 1.314' 3"
D 3.52 kal CGnUa 3-116' 2" 3"
511G sleet UOrocon GrOul•FIUM CMU'2.112. 1/ 1 "
E
31@' Large Diameter 3 list Concrete 3' 1.112' 4"
ITW Topton HOIIOw Black' 1-11 B
NOTES:
1) ANCHOR MUST EXTEND A
MIMIMUM OF 3THREADS
BEYOND ANY METAL
SUBSTRATE. -
2) ANCHORS INTO
GROUT -FILLED CMU OR
HOLLOW BLOCK ARE ONLY
APPLICABLE FOR THE
JAMBS.
3) ALL ANCHOR HEAD TYPES
ARE ALLOWED.
SEE SHEET 1, GENERAL
NOTE 3.
PRODUCT REVISED
as wmplyin8 with the Flodde
BOic'uncodeAeceDce
1 L 11 I I 1111 / / / Imtion Date
rl/ i Revised Dy, Dole: Revision: pL`1.
Q' •
rT'
LICEN4''•.F.j1 i
T' _ Revised Sr. Date: Revision:
SYMi i edc Predutl d
No.58705 SC 7/21/15 INTERLAYER MAN.
Description: Drown By:
7 II$ ;' It
S ATE
GLAZING DETAILS J ROSOWSKI
1070 TECHNOLOGY DRIVE
N
Title:
STOREFRONT SYSTEM DETAILS - LM
Date:
10/05/12
IF COMBINED WITH STOREFRONT ENTRANCE
DOOR (SEE ER ®
GLAZING
rIORIDF;.•''L•\\
S'S ONAL G" DESIGN PRESSURE VALUE OF THE DOOR OR NOTES: ®
PVB' =.090" BUTACITE PVS BY KURARAYAMERICA, INC. I / 11111 t 1111
P.O. BOXF 1 927E
NOKOMIS; FL 3a27a Sedes/Moder: score: sneer: prawirg No. Rev. STOREFRONT SYSTEM SHALL BE THE DESIGN
PRESSURE FOR THE ENTIRE SYSTEM. 'SG'a.090•SENTRYGLAS®BY KURARAY AMERICA, INC. A. LYNNMILLERR, P.E. SS-3500 NTS 2 OF 10 MD-3500-LM ACERT. OF AUTH. d29296
Installation Method
CONCRETEICMU
EDGE
VSTALLATION PER ANCHOR
DIST — REQUIREMENT
OPTION .
INSTALLATION
ICHORS DIRECTLY EMBEDMENT
INTO MASONRY. i
12' MAX. SHIM
1X WOOD
1 BUCKSTRIP,
EXTERIOR
SEE NOTE 2,
THIS SHEET.
30
EX
TYR ANCHOR TYPE,
EMBEDMENTAND
VISIBLE EDGE DISTANCE PER
LIGHT SUBSTRATE, SEE
HEIGHT TABLE 1, SHEET 2.
42 40 5
2
FRAME
HEIGHT
kIPJi OPTIONALEXTERIORLAMIG
GLASGLASS TYP. ANCHOR TYPE,
EMBEDMENTAND
EDGE DISTANCE PER
41
SUBSTRATE, SEE
TABLE 1, SHEET 2.
REQUIRED AT
3 EACH ANCHOR
LOCATION
1Ir M AX. SHIM
INSTALLATION
OPTION
INSTALLATION
P EMBEDMENT
ANCHORS DIRECTLY
INTO MASONRY.
CONCRETEJCMIU EDGE
PER ANCHOR DIST.
REQUIREMENT
VERTICAL SECTION B-B
ER ANCHOR EDGE ,I
EQUIREMENT DIST. I
2X WOOD
OR FR,
EMBEDMENT
1/2' MAX. SHIM
R EXTERIOR
a
TYP. ANCHOR TYPE,
EMBEDMENT AND
EDGE DISTANCE PER
SUBSTRATE, SEE
INSTALLATION
TABLE I. SHEET2
OPTION
INSTALLATION ANCHORS
THROUGH 1X BUCKSTRIP
INTO MASONRY.
TYP.ANCHGRTYPE,
EMBEDMENT AND EDGE
ANCE PER SUBSTRATE,
SEE TABLE 1, SHEET 2.
EDGE
DIST.
EMBEDMENT
1I2MAX. SHIM EXTER
TYP.
ANCHOR TYPE, EMBEDMENTAND
EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE
1, SHEET 2. INSTALLATION
OPTION
INSTALLATION
ANCHORS INTO
2X WOOD. APPROVED
MULLI01 DGE
ALUMINUM, STEEL FRAMING
OR STEEL STUD,
SEE TABLE 1, aSHEET2. HIM
TYP.
ANCHOR TYPE, EMBEDMENTAND
EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE
1, SHEET 2. INSTALLATION
OPTION
INSTALLATION
ANCHORS DIRECTLY
INTO METAL NOTES:
4-
LENGTH ANCHOR _ _ - "— CHANNEL-
AT INSTALLATION 1)USEONLYSUBSTRATE APPROPRIATE ANC HORS. FOLLOW ANCHORS.
SEE SHEET 1 EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS FOR
REQUIRED LOCATIONS PER TABLE 1, SHEET 2. ANY INSTALLATION OPTION SHOWN MAY BE
USED ON ANY SIDE OF THE WINDOW. ALL ANCHOR HEAD TYPES
ARE ALLOWED. 2)
ALL WOOD BUCKS LESS THAN 1-12` THICK ARE TO BE CONSIDERED
IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL.
UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE WOOD
BUCKS DEPICTED AS 2X ARE 1-Irr THICK OR GREATER. IX AND
2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY EXTERIOR
TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN JT6X
1.5I8` BUGLE -HEAD AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER r
OSMS, 2-1)2'FROM EACH OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE END &
13-12' MAX. O.C. AS REQUIRED BY TABLES 3-8. SHEETS 5-8. VERTICAL
SECTION E-E PRODUCTRBVTSBD
as
complying Nilh Iho Fiorid@ CURVED
FRAME MEMBERS ONLY Building Code /O)*
1.0 AttaplanttNo1
I I I I lg'(
1.YNAJ iC,
QRevised
By Dale: Ron: evs oyirotian[
lg
1,• LIGENSC
Revised By: Data: Revision: IN• 1
adc Ploduel C. N0.587os
17 SC 7121115 NO': Ci a
DescriplTon: VERTICAL
X-
SECTION Ovown BY. -
J ROSOWSKI
j3.. LUz
O •, STELVF. •.!!oR
oP.- 'G': 1070 TECHNOLOGY
DRIVE N. VENICE,
FL 34275 Title: STOREFRONT
SYSTEM
DETAILS - LM Oole: 10/
05/
12 sA-v`,'
FL 1529 NOKOMISBOX
34274
Senas/
Model
Srote: Shael: Droving No. Rev: A LYWT MILLER
P.E CERT. OF AUTH. Q29296 SS-3500 NTS 3 OF 10 MD-3500-LM A
Membrane Type: Single Ply, PVC
Deck Type 2I: Steel, Insulated
Deck Description: Minimum 22 ga., Type B, Grade 33 steel deck is secured to supports spaced 6 ft.
o.c. with Traxx 5 fasteners spaced 6" o.c. (one fastener installed at each bearing
attachment point) and Traxx 1 fasteners 24" o.c. at the side laps.
System Type C(5): All layers of insulation simultaneously attached, membrane fully adhered.
All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are
not approved and shall not be installed unless said accessories demonstrate compliance with
prescriptive Florida Building Code requirements and are field fabricated utilizing the approved
membranes listed in Table 1.
One or more layers of any of the following insulations.
Insulation Layer Insulation Fasteners Fastener
Table 3) Density/ft2
ACFoam II, ACFoam III, Duro-Guard Iso II -A, Duro-Guard Iso III -A, Duro-Guard Iso IV -A,
Duro-Guard Iso III-H
Minimum 1.5" thick 2 with 10 1:1.33 ft2
Duro-Guard Iso II-H, Duro-Guard Iso II-G
Minimum 2" thick 2 W,ith RO 1:1.33 ft2
Note: Top Insulation layer shall be mechanically attached with fasteners and density described
above. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the
number of fasteners per board shall be increased maintaining the same fastener density. See
Roofing Application Standard RAS 117 for fastening details.
Membrane: Duro-Fleece or Duro-Fleece Plus membrane fully adhered with Duro-Last WB II
Adhesive applied at 100 ft2/gal. Laps are sealed with a minimum 1.5" wide heat
weld.
Or
Duro-Fleece or Duro-Fleece Plus membrane fully adhered with Duro-Fleece CR-
20 applied at 8 lbs/100-ft" in "splatter" pattern. Laps are sealed with a minimum
1.5" wide heat
Or
Duro-Tuff or Duro-Last membrane fully adhered with Duro-Last SB IV Adhesive
applied at 60ft2/gal total coverage. Laps are sealed with a minimum 1.5" wide
heat weld.
Or
Duro-Tuff or Duro-Last membrane fully adhered with Duro-Last WB II Adhesive
applied at 140 ft2/gal. Laps are sealed with a minimum 1.5" wide heat weld.
Maximum Design
Pressure: —67.5 psf. (See General Limitation #7)
NOA No.: 14-0617.05
MAMMADECOUNTY Expiration Date: 08/22/17
Approval Date: 05/21/15
Page 12 of 46
SHOP DRAWINGIMATERIAL
APPROVAL REQUEST
NOTE: All entries will be filled in by typewriter or pen and ink.
CGNTRACT NUMBER SUBMISSION NUMBER SUBMITTAL DATE
LTI Construction &
Development, West Palm
ONE XX XX NEW El 7/20/2016
Beach, Florida
i
Pf3EVIOUS SUBMISSION NR CONTRACTOR & BY (SIGNATURE AND DATE)
LICENSE #
CBC 059814
Coastal Z 1 G
Development Corp.;
Norse
SPECIFICATION FOR ENGINEER USE ONLY
ITEM SECTION AND DESCRIPTION OF MATERIAL AP- DISAP- SEE INITIALNOPARAGRAPHNRIncludeType, Model Number, Catalog Number, Mfg., Etc.) PROVED PROVED REVERSE
SFF fI r, LJ'
ED
COMMENTS
Wood Roof Trusses: Wind Speed Calculations; Attachment Point Calculations, Fasteners, Lumber Specifications,
General Erection Notes and Details
Custom Truss, 1890 W. Atlantic Ave ,Delray Beach, FI. 33444
Job # 160480
Engineer: Carl G. Forbes, PE. FI. # 20699
NOTE: Review and approval of submittals by the Engineer is intended to verify general conformance with the design intent as shown on the contract
drawings and in the specifications. Approval by the Contracting Officer does not relieve the Contractor of responsibility for any errors and/or omissions
in the submittals, nor from the responsibility for complying with the requirements of the contract
got a EA p4• USE ONLY (IF APPLICABLE)
OTO:COR ore P gee
RECOMMEND APPROVAL OR DISAPPKA6ASYN AND SUBJECT TO ANY APPLICABLE COMMENTS ABOVE.
TYPED NAME
No 63079 SfCNA RE DATE
d • .fit %
7
FOR GOVE RNNENT USE ONLY
STATE O NGINE N G OFFICER
TO: CONTRACTING OFFICER s •(°•, P°°'c\ e C
RECOMMEND APPROVAL OR DISAPPR ej AG'A,S/°It DF&T- AND SUBJECT TO ANY APPLICABLE COMMENTS ABOVE.
TYPED NAME AND GRADE ®®B9At g t p e t®®e IGNATURE DATE
COR
CONTRACTING OFFICER
TO:CONTRACTOR
1. APPROVED OR DISAPPROVED AS INDICATED ABOVE AND SUBJECT TO ANY APPLICABLE COMMENTS ABOVE.
2. REQUEST PROMPT RESUBMITTAL ON DISAPPROVED ITEMS.
ADMIN/CONTRACTING/FORMS/GENERAL FORMS/Submittal Form.doc