Plans 1985 Mayport Rd (vault) it
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KPA.
01/w.
GENERAL NOTES OR 4 MAX. 52 1/2- MAX. 52 1/2" MAX. 1 3/4" OR 4 1/2 1-4
I. THESE STORE FRONT SYSTEMS RAVE BEEN TESTED, ANALYZED AND APPROVED FOR DESIGN 1 3/4' 1/2 52 1/2
PRESSIURES NOT TO EXCEED THOSE SHOWN IN THE "ALLOWABLE DESIGN LOADS" TABLES.
1. BUCIUNG &./OR SUPPORTING SUBSTRATES MUST BE PROPERLY DESIGNED, CONSTRUCED & 1 3/4- OR 4 1/2- 1 3/4" OR 4 1/2"
INSTAILILED TO SUPPORT LOADS TRANSFERED FROM THESE SYSTEMS. END
I It SEE MULLI
t 3. ALL H(ARDWARE & FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS & MAY
I NOT WARY UNLESS SPECIFICALLY MEN71ONED ON THE DRAWINGS. 20" O.C. CONNECTION DETAILS ON
t 6" MAX. M -
4. THE DIl & SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED k AX.
SHEET 2 FOR ANCHOR
PRONUSED FOR WATER, AIR, FORCED ENTRY & UNIFORM STATIC AIR PRESSURE TESTING
-(QuAl OPTIONS z
IN CONFORMANCE WITH THE 2004 FLORIDA BUILDING CODE PROTOCOLS TAS-202 F013
j: NON-ill WINDOWS.
5. THESE STORE FRONT SYSTEMS HAW BEEN DESIGNED IN ACCORDANCE WITH THE 2004
FLORIDIA BUILDING CODE
(FBC) INCLUDING HIGH VELOCITY HURRICANE ZONES (HVHZ), I L Ill A-LA-L-
6. THESE- STORE FRONT SYSTEMS ARE NON-IMPACr RATED AND MUST BE SHUTTERED VUH
ft 6" MAX.
A FLOOUDA CODE APPROVED SHUTTER WHERE REQUIRED BY CODE.
t
EMBERIMENT TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO.
8. ALL FUME ANCHORS SECURING WINDOW/DOOR FRAME TO PRESSURE TREATED Ell
0111
i 7. ALL ANCHORS SHALL BE INSTALLED AS SPECIFIED ON THESE DRAWINGS. SPECIFIED
OR Wl FRAMING SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE
i PRESSIURE TREATING CHEMICALS IN THE WOOD.
A I i
9. THERE- SHALL BE NO UNIT TO THE NUMBER OF HORIZONTAL & VERTICAL PANELS Ul
3
FOR ANY JOB PROVIDING ALL RESTRICTICNIS ARE MET PER THE ELEVATIONS. MAX.
it 1 10. ALL SWEISTRATE SHALL HAVE THE FOLLOWING MINIMUM REQUIREMENTS.
ALL CONCRETE SUBSTRATE SHALL BE MIN. 3000 PSI.
b ALL WOOD SUBSTRATE SHALL BE MIN. G - 0.55 DENSITY.
j ALL, METAL STUD SUBSTRATE SHALL BE MIN. 16 GA. Fy - 50 ksi.
11. MATER11i INC DING BUT NOT UNITED TO STEEL SCREWS. THAT COME INTO 0
d ALL, STRUCTURAL STEEL SUBSTRATE SHALL BE MIN. 1/0- THK. & Fy = 36 ksi.
LU
E7
CONTATr WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF
SP —.0 C to
2004 FFLORIDA BUILDING CODE SECTION 2DOl I-z
FRAME ANCHOR REQUIREMENTS TABLE 7
it z
9
FRAME & SILL ANCHORS
8 EE
Oil,
t OfPENING TYPE. JAMB TO OPENING MINIMUM MINIMUM MLWLUON LOAD WIDTH MULLION LOAD WIDTH 1- 1
it Ld 0
1 BN MAX. (MAX. 57-) (MAX. 57-)
_____��UBSTRATE) FASTENER TYPE EMBED EDGE DIST.
m C-)l
CK NO. 12 SMS SCREW 1 3/8. 3/4' O.C. AT FIXED z ul)w
to o
2X- Wl FRAME OR BU <
t; PANEL SIDES :E WINDOW WINDOW
WINDOW 4z
MIN. 16 GA. 33 KSI FULL 1/2- -7:� CENTERLINE CENTERLINE CENTERLINE
1 4-20 SELF TAPPING SCREW
iz j
METAL STUD Lo
ti, MIN. 0.1250 THICK SEE MULLION
36 KSI 1/4-20 SELF TAPPING SCREW END
OR 1/4" THRU-BOLT FULL 1/2-
it STFkucTURAL STEEL 0
(AX. D.L.O. CONNECTION
CMIU OR CONCRETE 1/4" CONCRETE SCREW 1 1/4- DETAJLS ON
rn
(TYP-) SHEET2 FOR
4
0) CONCRETE SCREWS SHALL BE ELCO OR ITW RAMSET/RED HEAD TAPCONS
ANCHOR < Z T
OR f-IILTI KWIK-CON 11 (HARDENED STEEL OR S.S.). n ce NFIQ
QUAW"
it
ER & FMME END CONSTRUCTION:
4 z
1, hii FRAMET HEAD CORNER HEAD IS SQUARE CUT, BUTTED TO SIDE, FASTENED WITH
i wo gIg
f,, i li i NO. li�2 X.1 1/8" PPHFT TYPE AB FASTENERS THROUGH THE SIDE MEMBER NTO z
5 wizz
THE MEAD MEMBER SCREW SPLINES & SEALED WITH SILICONE.
it 20" O.C.
FRAMFF SILL CORNER SILL IS SQUARE CUT, BUTTED TO SIDE, FN3TENED WITH 2
MAX.
NO. 11�2 x 1 1/8- PF`HFT TYPE AB FASTENERS THROUGH THE SIDE MEMBER NTO z
0
EXTE
�,T tl �l TYP. FRAME ANCHOR -RIOR ELEVATIO
THE FAILL MEMBER SCREW SPLINES & SEALED WITH SILICONE.
WHERE SHOWN. SEE MBLY U)o
MULLION IS SQUARE CUT, BUITED TO SIDE, MULTIPLE FIXED PANEL STORE. FRONT ASSE
t "FRAME ANCHOR 311�
it i., FASTENED WITH 2 NO. 12 X 1 1 IDE SCALE: 1/2"=V-O"
/8- PPHFT TYPE AB FASTENERS THROUGH THE S
AL
MEI,l INTO THE MULLION MEMBER SCREW SPLINES & SEALED WITH SILICONE. REQUIREMENTS TABLE" HORIZOtl STACKING & OVERALL UNIT WIDTH IS UNLIMITED. NUMBER OF VERTIC
ON THIS SHEET FOR PANEI-Si IS UNLIMITED BUT MUST FIT INSIDE MAXIMUM FRAME HEIGHT SHOWN.
D-00—R SEE SECTIONS E1/6, E2/7 & E3/7.
4i
REQUIREMENTS. Lid
N-02
_Ej�_CORN RS.� SEE SECTIONS 1-1/8, 1-2/8 & 1-3/8.
I ALLOW
DOOR SILL CORNER THRESHOLD WAS SQUARE CUT, BUTTED TO "rHE SIDE, SECURED TO BLE DESIGN PRESSURE
Z
N I ! t,
f THE %iDE MEMBER USING A PIVOT ASSEMBLY OR STEEL CLIP & SEALED WITH SILICONE. T 5
QVERTICAL SEE LOAD TABLES ON SHEE
jr W-QR— AT EACH TOP CORNER, THE TOP RAIL END IS SQUARE CUT, BUTTED, AND ATTACHED TO THE
S AyTACHED TO 0c;
Fit t STILE [BY MEANS OF A 1.094" LONG WELD CUP (KAWNEER PART #200-450, #200-452, OR #200-453). EACH WELD CLIP I
l� 1 i I - THICK
fit i,� ci� I Approlill 10 00=1110ft
i �p/l 6
THE VERTICAL STILE USING, TWO(2) 1/4-20 X 3/4" PHMS THAT PASSED THROUGH THE DOOR STILE AND ARE THREADED INTO Fbil
t ONE 1 1 4
f it
t STEEL NUT PLATES. THE INTERSECTION OF EACH CORNER JOINT NAS WELDED USING ONE(l), 1/2' DIAMETER PLUG WELD AND
INEILD THIAT ARE APPLIED TO BOTH WE3S ^OF THE TOP RAIL.
X I r!''
Q
DOOR PANEL BOTTOM RAIL ORNERS: AT EACH BOTTOM CORNER, THE BOTTOM RAIL END IS SQUARE CUT, BUTTED, AND ATTACHP TO THE
�7770R 4 1/2-
it
it
it
It
TYP
it
if
Ml
jl
20"R
c
it - LONG WELD CLIP (KAWNEER PART 1200 -459). CH WELD CLIP IS ATTXHED TO THE
VERTCfAL STILE BY MEANS OF A 1.094
-451 OR #200 EA
!t 3/163" THICK 1431
VERTIQ�AL STILE USING, TWO(2) 1/4-20 X 3/4" PHMS THAT PASSED THROUGH THE DOOR STILE AND ARE THREADED INTO
E(1), 1/4" SHEET NO
STEEL NUT PLATES. THE INTERSECTION OF EACH CORNER JOINT NAS WELDED USING ONE(l). 1/2" DIAMETER PLUG WELD AND ON OF
X 1 111 FILLET WELD THAT ARE APPLIED TO BOTH WEBS OF THE TOP RAIL.
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D�"IiY:
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P,
GLASS LOAD TABLE
VER`nCAL MULLION LOAD TABLE VERTICAL MULLION LOAD TABLE VERTICAL MUWO)N LOAD TABLE VERTICAL MIJW0N LOAD TABLE
I
-D-)
7 (MUUJM 'Al (MULLION '81 (Mul "Cl (MULLION DAY LIGHT OP ING (OLO�) ALLOWABLE PRESSURE
GLASS
DOOR JAMB VERTICAL MULLION
MAXIMUM MAXIMUM GLASS CLASS
---7-UNREiNFORCED FIXED PANEL FIXED PANEL VERTICAL MULLION DOOR JAMB VEIRTICAL MULLION LONG SIDE SHORT SIDE TYPE 1 TYPE 21TYPE 3
J
REINFORCED WITH TWO CHANNELS (IN.) (IN.) (PSi (i (PSF)
VERTICAL MULLION REINFORCED WITH SINGLE CHANNEL REINFORCED WITHi SINGLE CHANNEL
L PRESSURE WMIMUM MAXIMUM ALLOWABLE PRESSURE 34 65.0 65.0 37.3
MAXIMUM LE PRESSURE MAXIMUM MAXIMU ALLOWABLE PRESSURE MAXIMUM MAXIMUM 19 - - -
IM NECTION CONNECTION MULLION LOAD --- CONNECTION CONNECTION 96 28 65.0 65.0 51.1 r,
U CDNNECjWN MULLION LOAD CONNECTION CONNECTION 1CONNECTION
MULLION Tj! CONINE 0 ONNECTION CONNECTION MULLION LOAD . CONNECTION CON
SPAN WIDTH 'A' -13- *C" SPAN WIDTH 'A, 'B' *C" SPAN WIDTH SPAN MOTH *A* 1131 'C' 65.0 65.0
A' (PSF)
(PSF�)
(IN.) (IN.) (PSF) (IN.) (IN.) (PSF) (PSF) (IN.) (IN.) (PSF) (IN.) (IN.) PSF) 24 65.0
76 22.6 46.4 52.2 52.5 65.0 61.2 30.6 z
76 27.7' 56.8 59.9 2
57 42.1 47.6 47.6 57 30.1 61.9 65.0
2 60.0 63.2 72 23.9 49.0 55.1 46 65.0 61.6
51 47.0 53.2 53.2 51 33.7 65.0 65.0 72 9.2
66 65 26.0 53.5 60.1 93.5 .40 65.0 63.7 31.8
86 5 53.3 6o.3 60.3 45 313.2 65.0 65.0 .31.94 65.0 65.0
4
- 34 65.0 65.0 38.1
39 61.5 65.0 65.0 120 39 44.1 65.0 65.0 60 35.1� 65.0 65.0 80 28.6 58.8 65.0
65.0 65.0 2a 65.0 65.0 51.9
65.0 65.0 54 31.8 2
33 65.0 65.0 1 65.0 33 52.1 65.0 65.0 98 04 T97. 120
65.0 65.0
48 35.5 65.0 65.0 24
57 45.2 59.1 59.1 27 63.6 00.0 b3.0 65.0 65.0
.0 40.9 65.0 65.0 33.5
51 50.5 65.0 65.0 21 65.0 65.0 65.0 65.0 65 42 65.0 65.0 52.5
80 65.0 55.0 34.3 6
65.0 65.0 36 47.7 65.0 65.0 1 46
31� Mu 57 33.5 36 58.4 -
I T-
65.0 6... 30 57.3 65.0 65.0 40 65.0 65.0 35
39 65.D 65.0 65.0 51 37.4 65.0 65.0 30 65.0 87 .2
64.8 65.0 24 65.0 65.0 65.0 3-4 650 55. 39.7
57 48.9 65.0 65.0 1,38 45 .4 65.0 65.0 76 31.5
65.0 65.0 76 25.1 51.6 58.0 65.0 53.3
q 74 51 54.6 65.0 65.0 49.0 65.0 65.0 72 31Y
-36= 65.0 �5.0
66 65.0
45 61.9 65.0 55.0 3 57.9 65.0 65.0 .3 65.0 65.0 72 26.5 54.4 61.2 24
57 53.2 65.0 65.0 27 55.0 65.0 65�O 65.0 65.0 66 28.9 59.4 65.0 52.5 1 65.0 36.7
86 60 40.0 60 31 65.0 65.0 46 65.0 65.0 37.6 1
65.0 65.0 54 .8
44.4 65.0 65.0
68 51 59.5 65.0 65.0 57 36.9
4,
45 65.0 65.0 65.0 51 41.3 65.0 65.0 48 T0.07 65.0 65.0 54 35.4 65.0 65.0 40 65.0 65.0 3B.4 -Z3 0
.0 0
34
log 48 39:8 65.0 65.0 65.0 65.0 41.8
65.0 65.0 Ld
57 58.3 65.0 650 45 46.8 65.0 42 15.1 65-0 -
62 se ci 'j nn
i - 65.0 65.0 42 45.5 65.0 65.0 28 65.0 65.0 55.3 C.9
5 6 65.0 65.0 39 54.0 65.0 65.0 36 65T z
fn
56 36 53.0 65.0 65.0 65.0 65.0 65.0
- 65.0 65.0 24
6 7 TIS 65.0 65.0 33 63.8 65.0 65.0 76 33.T -
30 63.6 65.0 65.0
65.0 65.0 52.5 65.0 65.0 39.7 m 0
27 65.0 65.0 65.0 72 34.9' j-V)
65.0 65.0 24 65.0 65.0 65.0 46 65.0 65.0 noc
57 42.1 65.0 65.0 66
65�0 65.0 76 27.7 56.8 63.9 40 65.0 ci i
51 47.0 65.0 65.0 60 4F9 41-91
B2 - 65.0 65.0 72 29.2 60.0 65.0 34 65.0 65.0 45.7 1
75 LO 0
13 .6 !i
06 45 53.3 65.0 65.0 54 z
l
28 65.0 65.0 58.3
39 61.5 65.0 1 65.0 48 EA 65.0 65.0 65 31.9 65.0 165.0
�l 65.0 42 59- so 35.1 65.0 65.0
p 2 A
33 65.0 65.0 .9 65.0 65.0 - 24 65.0 65.0 65.0
98 La
65.0 65.0 54 39.0 65.0 65.0 52.5 65.0 65.0 42.9
57 45.2 65.0 65.0 36 65.0
51 50.5 65.0 65.0 57 41 46 65.0 55.0 4!).4 0
65.0 65.0 48 43.8 65.0 65.0
80 -
45 57.3 65.0 65.0 51 54.6 65.0 65.0 42 50.1 65.0 65.0 40 65.0 65.0 46.8
74 - 65.0 65.0 36 55.4 65.0 65.0
J'� - 69
65 55.0 34 65.0 65.0 49.8 1
39 1 65.0 .0 al.9
_5 1 - 0
57 48.9 65.0 65.0 0 05.0 65.0 30 65.0 28 65.0 65.0 61.1
3 65. 65.0
.0
51 54.6 65.0 65.0 57 53.2 65.0 65.0 76 31.5 64.8 65 24 65.0
74
45 61.9 65.0 65.0 68 51 59.51 65.0 65.0 72 33.3 65.0 65.0 1
E.D GLASS TYPE 1: 1/4* TEMPERED z
CL
39 65.0 65.0 65.0 45 610 65.0 65.0 66 36.3 65.0 0 g)
65.0 65.0 60 4DO 65.0 65.0 GLASS TYPE 2: 1/4' HEAT STRENGTHEN z i o
57 53.2 65.0 65.0 57 5&3 86 x
- GLASS TYPE 3:
65-0 5-1 650 65.0 65.0 54 44.4 65.0 65.0 1/4- ANNEALED
65 51 59.5 65.0 -"T
45 61.9 65.0 65.0 �5676 57 64.6 65.0 65.0 48 50.0 65.0 65.0 NOTE: GLASS SHALL MEET ALL
(n I
42 57.1 65.0 65.0 0
z
57 58.3 65.0 65.0 REQUIREMENTS OF CHAPTER 24 OF THE !� 1 2 p
0
V .= I
35 65.0 65.0 65.0 2004 FLORIDA BUILDING CODE (FBC)
51 65.0 65.0 65.0 0 Z
76 33.1 65.0 65.0 4
7 1
[::5:* 64�6 65.0 65.0 INCLUDING SAFETY REQUIREMENTS OF
72 34.9 65.0 65.0
SECTION 2406 OF THE FBC.
66 38.1 65.0 65.0
MULUON "A" = VERTICAL MUWON BETWEEN FIXED PANELS WITH NO REINFORCEMENT
01
60 41.9 65.0 65.0
MUWON "B" = VERTICAL MUWON BETWEEN FIXED PANELS WITH ONE(1) CONTINUOUS STEEL CHANNEL FOR REINFOWEMENT 82
65.0 Lj
MULLION "C" = VERTICAL MULLION BETWEEN DOORS AND FIXED PANELS WITH ONE(1) CONTINUOUS STEEL CHANNEL FFOR REINFORCEMENT. 54 46.6 65.0
MULUON "D" = VERTICAL MULLION BETWEEN DOORS AND FIXED PANLES WITH TWOl CONTINUOUS STEEL CHANNELS� FOR REINFORCEMENT. 48 52.4 65.0 65.0
42 59.9 65.0 65.0 0
36 65.0 65.0 65.0
LOAD TABLE NOTES
4
1. THE LESSER OF THE LOADS DETERMINED FROM TYE MULLION LOAD TABLES AND THE GLASS LOAD TABLE
�MU
(MU
UNRO 0
1
FF F
48 43.8
42 50.1
36 58.4_
30 65.0
39
3
k I
SHALL CONTROL FOR THE ASSEMBLED UNIT.
Flo"
Ir G' " L' 0 TACI ' A9E AS R" R!CTED BY TES NC ND ASTMI E1300-02.
2. ALL LOADS IN TIE CA ".7
3. ALL LOADS IN THE MULLION LOAD TABLES HAVE EEEN DETERMINED BASED ON THE WEAKEST CONDITION OF N
USING THE 1 3/4- WIDE FRAMING MEMBERS. IT IS POSSIBLE THAT THE ALLOWABLE LOADS MAY INCREASE WITH
WIDE FRAMING MEMBERS, BUT CONSIDERATION OF THIS INCREASE IS NOT APPLICABLE TO
USE OF THE 4 1/2
I Al THIS APPROVAL. INCREASE IN MULLION LOADS DUE TO USE OF THE 4 1/2- FRAMING EMBERS SHALL BE
j REVIEWED AND CERTIFIED BY A FLORIDA LICENSED ENGINEER UNDER A JOB SPECIFIC APPROVAL.