344 Plaza breezeway summer kitchen 2013 plans REVISIONS BY
VAnd Load Notes:
Codes: Florida Building Code 2010 and ASCE-7-10 Project ' Data *
WINDOW INSTALLATION (METHOD A-1) 4V'l Basic Wind Speed: 150 mph(Wind Borne Debris Zone) 0,111:1111111111" Footeg -al-rififimmns
WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR To THE WINDOW INSTALLATION, 01 coo V=T
FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE, Wind Importance Factor: I = 1.0-Building Category. 11 t�xr,_T, VIOLr5e
SECTION A Q�U!5�T,PAM H<,t(rT.W-V 0
STEPS THROUGH WINDOW JAMB Wind Exposure: C .400 e�;Z< 1::.,r
OIN WATER SHEDDING FASHION.
STARTING AT THE BASE OF Enclosure: Enclosed Building
THE WALL & WORKING TOWARDS A I
THE TOP, INSTALL THE WRB SEALANT BEAD----
TO THE FACE-Of THE BEHIND MOUNTING 0 projeat S01111111111111,1111111111
SHEATHING, FLANGE. Internal Pressure Coefficient GCpi 18 or 18 Single Family Dwelling
APPLY S ILL FLASHING
APPLY BEAD OF SEALANT projeat Area 11111MUOM
AT BACK OF WINDOW Wind Pressure to.Windows 1.Dqom
FLANGE & SET WINDOW USING *-- I e-
PAN HEAD SCREWS TO SEAL THE WINDOW FRAME TO r_1 4,11-1 V'V 14 0 4 4FA
A 3#8- NOM. T -
FACILITATE INSPECTION. OPENING. APPLY _:�_ -7
APPLY BEAD Or SEALANT AT DIA. TO THE BACKSIDE End Zone'=9 _,Afac-A Z=::
SIDE JAMBS. EXTEND 8 102-.' (INTERIOR) OF THE WINDOW (4erCV-!�r-)
APPLY JAMB FLAS441NG At% INE WITH ANY
SEALANT FL P 21HE D HOLES OR SLOTS.
OAPPLY BEAD Of PRE N FLASHING Zone Effective wind area(sf) Wind logds(psD
AT HEAD 7 _ Of 99CW111111111,1021
APPLY HEAD FLASH I I.NG SEALANT BEAD BETWEEN stroc"re Nunibor
E)JAMB FLASHING FLASHING AND MOUNTING -T lev NI Positive Suction mean Rod Height _A,
APPLY CONT. SEAL TO THE L40UNTING FLANGE. V Im - 7.6 40.8 Number of Stories I
FLANGES AT THE TOP (HEAD) AND .3 Interior 10 +3
SIDES (JAMBS) OF WINDOW, EXTEND
Q)REMOVE PREVIOUSLY APPLIED SEALANT AT JAMBS 8 112;" ABOVE 20 8 +36.0 -39.2 oaoupsnev CUmmu Z
TO LAY EMBED JAMB -37.0
TAPE ALLOWING WRO THE R.O. AT HEAD. 50 +33.8 Reskiential Group R3
O)FLAT OVER HEAD FLASHING. FLASHING INTO SEALANT AND
APPLY NEW SHEATHING TAPE FASTEN IN PLACE. �FLASIRNG 100 +31.9 -35.1
OVER DIAGONAL CUT - SEE GOES OVER SEALANT Appikmbft Cod"s MAI
DIAGRAM. End Zone 10 ' +37.6 -50.4
FWida Building Code 2010
ECURE WRB 20 +36.0 -46.9
T HEAD 50 +33.8 42.4 National Electrical Code 2010
100 +31.9 -39.2 NaW.nal Fire Prevention Code 2010 0
I\ Type of 0onstruonons .01
FLASHING AT HEAD 0 Typw VI
EXTENDS i" BEYOND
JAMB FLASIOG. I UWotected
N Un-sprinkled 55s
HEAD FLASHING 2
-------,)EMBED BOTTOM OF T14E .1111111111nd Zoirm livolm onsillIong 0
IMPACT RESISTANT COVER Z
114G(FBC 2007 Table IMAM: Refer to thtrr 4�RQiwf
HEAD FLASHING AGAINST 04
THE PREVIOUSLY APPLIED 10 V�wo WA-1- M wo
AfNG GOES AIF �iolot nuillflons
SEALANT L wood structural panel with a minimum thicluiess of 7/16 inch and maximum
OVER SEA�A EXTEND
SEALANT HEAD FLASHI BEYOND
I r=--. -T-f V� span of 8 feet shall be permitted for opening protection in one-and two-story (normal weight-28 days) 3M psi
EACH JAMB FLASHING. Concirew
building.Panel shall be precut so that they shall be attached to the framing Reinforcing bar ASTM A615.GF60
FASTEN IN PLACE 'the product with the glazed opening.
surrounding the opening containing Welded Wire Fabric ASTM Al 85
Panels shall be predrilled as required for the anchorage method and ASTM C90,Gr N-1
all required hardware shall be provided.Attachment shall be designed to resist HOOM Load Bearing PMU to
rA36
11 1 oil the components and cladding loads determined in accordance with the Anchor Bolts ASTM A30'
% provisions of ASCE 7 with permanent corrosion resistant attachment hardware Welds AWS E70 or E60
T. 10 provided and anchor permanerfJy installed on the building is permitted for Wood Members for Beams and Posts #2 SYP
B A Z buildings with a mean roof height of 45 feet or less whom wind speed do not Wood Members for Studs #2 SPF or better
EXTEND JAMB FLASHING exceed 140 mph. microlarn 1.9E
TO OVERLAP SILL
FLASHING. EXTEND
JAMB FLASHING 8 112;'
TABLE 1609.1.2 Inclex of EWSWIIIIII911111111111
OPENING AT HEAD. WIND-BORNE DEBR
ABOVE ROUGH IS PROTECTION FASTENING
TUCK TOP OF SEALANT SCHEDULE FOR WOOD STRUCT I RAL PANELS
JAMB FLASHING
UNDER THE FLAP k'
OF WRB AT THE FASTENER FASTENER SPACING(inch) -4-4 Lc�-IcA< T
HEAD. SEE DIAGRAM. Ary i-n N TYPE PANELSPAN Sheet-Z
SILL FLASHING 2ft 2to4ft 4to 6ft 6 to 8 ft
t=C--A M i N C,
SHIM AND ADJUST WINDOW 70 ACHIEVE SGUARE. #6 Wood screw shoat-3
PLUMB. AND LEVEL CONDITION. USE CORROSION wil 2"embed .16 16 10 8
RESISTANT FASTENERS. FASTEN VANDOWS PER t:-L3"QA116N I
WINDOW MANUFACTURER SPECIFICATIONS.
P"I I - 1 2 ,i % --- #10 Wood screw Shoot 4 -
i P A
WEATHER RESISTANT wf2'embed is is 12 9
BARRIER (WRB) W Lag screw 16 `16 16
AT A 45 DEGREE ANGLE. CAREFULLY CUT THE w/ 2'embed 16
BARRIER ON A DIAGONAL. GENTLY RAISE THE
TOP EDGE OF THE BARRIER UP AND TAPE THE
TOP CORNERS AND CENTER TO THE EXTERIOR
WRO SURFACE ABOVE.
INTERIOR VIEW
TOP LEFT CORNER OF WINDOW
Ne--�K
A-r' e,'t AFA,�-',t t-
AT
ELECTRICAL L'EC3ENID
5
U 5INGLE roll-M SWITCH
Agoi liev p pLEx RECEPTACLE
tov ouri-Ex in SWITCHED 3 WAY SWITCH K EY N^-r'
0, 110V DUPLEX.GROUND FAULT t SWITCH WIT14 PIMMR
IIOV DUPLEX WATER PROOF
(1) EXHAUST FAN
nov RECEPTACLE
4) FAN/LIGWT COMBO
COUNTER Tor DUPLE)<
JUNCTION 13OX
RECEPTACLE MOUNTED 0 42-AF.F. Do NIOKE DETECTOR
W N Pe�W
FLOOR HOWT MCEPTACLE
ZI C-A15LE TV
DEDICATED CIRCUIT LU
PHONE
CEILING.MOLINT INCANDESCENT DISCONNECT
WALL MOUNT wcANaESCENT METER
RECESSED tNCAADESCENT TSTAt THERI-IOSTAT
_(�T WATER PROOF INCANOE5CENT SPEAKER
VO
EYEBALL C==�3 ELEtTFUCAL PANEL LM-- I/7fry 1-7 ry t/H V.P
110 X
EXTERIOR FLOOD LIGI-175 4�" CEkm FAN(PRE-WIRE)
\--,i C ci n,e--y'
FLUORESCENT TUBE
SURFACE OR rENDANT
MOUNT TRACK LIGHTS
U fZT
L
-1 0 U I LT I N L\1 t;�e_
J_:�
\4 Nm-1 Few-
49
r L4 64-4 OL
A
HEADER SPAN TABLE AND STUDS Y
CONVENTIONAL FRAME ROOF AREAS-SHINGLE ROOFS
HEADER BEAM WINDOWIDOOR 2x4JACK 2x-"FULL
TSTUDS A.
Span Tables for No.2 SYP.Raftem M A_X,O P E_ LI 1\4_Q STUDS H
011
NO Ceiling Load-20 pdIJ,10psfOL x81#2 SYP 31-0" 1 2 �44 7t
ir ot 16"OX. 2r oc. -2, 2?:T
2 4.
SIZE -0- 1 2 >
2-2x1O#2 SYP w/Y2"Ply Flitch 4' 1 2 --A I i
2-2xlO#2 SYP w/Y2"Ply Flitch 5'-0"
r-iMa- 2V 6'-0" 2
2 2-2xl 2#2.SY P w/1/2"Ply Flitch 2 At-P MM fb,p�4 ff
C=
. 2 2 it t,
Spm TablEs 1cr No.2 SYP Rafter--NO Cifling Joist- Z-�x`12#2 SYP w/Y2"PI y Flitch T-O" r4 AAlzAA-Aei
11 Ceiling-20 pstLL,15 psIDL
with Ory*3
A
irox, 1r,
rip Lai
r wo
6
Span Tibias for No.2 SYP Calling Jolst 77/ N
20OLL,10pdDL
24'o.c.
SIZE 112'ot. C_
771A --T4r#'
Zr12 PI-5
CHECKED
Spn Tables farNo.2 VP Flo"M-st
40 psi LL,10 psf DL 0
SIZE III,O.C. 16"ox. 24'mc. DAYU
1 _el
r ZZP >
1
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SCALE
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FRE C
RW�ramirvg Notes: J013 IIYO.
twith SST-1,12.Mclips upto 1W span.
1,Clip rafters to each bearing poirt -T�
For greater than JW span use Simpson LTS12.
7-All fidges and valleys sW be one(1)nominal size larliff than adjoining rafters. L-L A- L,
3.Nail rafters to ceiling joists with 4-.131"x 3 11W nails. P LAZA t-,;;l R I N/ te SHEET
4. Nall rafters to plates with 3-11fid common nails. C) -.q!�
5. All rafters and ceiling joist shall be No.2 or 81 L4
SYP.
0
F> I A N I " 0 `�-O
7 IY
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OF 8 H E E TS
REVISIONS BY
KRY
'Z < Y f FA F— 41
I'/v M le',rZ:;: L,A M e t A M
M
HUGHE5TF-4 010ER TOP HL)GHEMr-4 OVER TOP
z5�.YF' 4 PLATE TO HEADER 4� RATE TO HEADER W.-
MAX MAX
IN qF (2)2X8 IAN.@ ALL
JL
opr 4G,5 UP,TO lv-a
U.O"
TIA10 ROW5 I Gd NAILS 14.
Or 2X 10 OR WALLFRHMDER5 (2)2X 10 MIN.@ ALL
opEmNG5 FROm 41-a TO
Z411J405�7 57AGGERIT)@ 10'... rfi�FACE o
1-,7 P-A,P A,V_ LIOL OR THREE RD*5 I W NAK5 GI-a U-O.N.
5TAGGERED @ 10 .c.FOR
"EADM GREATER THAN 00 0 (2)2X 12 MIN.0 ALL
OPENINGS GREATER THAN
0-a U.Q.N-OR AS
5"nON C5-I G.ME ONE @ EA 5FECIRED DY 04GINEM
JACK 4 rJNG OR U.N.O.
...........
5INGIr 0(4 AM STUD
10 OPENING5 U55 THAN OR FOM 11 '9 UNG 4 MOMNG A5
TO 9-a 4 ML 2X4 JAM 5TIV 0 Rffl�FA5TENED TO
FDR OVENW-5 GREATER THAN HEADER N(2)1 Gd @
9-01 RML W I Gd 5TACGERM @ 11 1 V.—U.O.N.
U z
2X4 KING STUD
FKARMNG DELOW WINDOW NO
CAONNECTOR5 RE0. __1T___1F_— -n—— :0J
I I I I I C4 L
rT BOTTOM FIATE
NUTWAMER e WN. .3011� z in
7.
(J V 0
112,0 GO BOLT @ 0 ax.G* POOR OR WDW OPENING U
EWEDDEO%W?WA5HER ME 2
@ OFENms a
AND TYPICAL f PAME OPENING DETAIL
TIE ROD ANCHORING SYSTEM 5CALEt 3f4'-1W W twmd 10do .2
zz
1. Threaded Rod: sto
Y,"diameter A307 continuous threaded rod epoxied into the concrete Icel
foundation and placed vertically through the double#2 SYP top plate
where it is seemed via a Yx 3"x 1/9'steei washer and nut.
2. Exterior Walls:
Rod shall be installed at each corner post and at not more than 6 feet on
center thereafter.The rod should be embedded not less than 8"into min.
3,000 psi concrete with Simpson AT two-part acrylic epoxy or equal.
A 2-1/2"edge distance should be maintained. The nut shall be tightened ppy W"'tp
to+/-25 pound-feet of torque. For two story walls,a coupler should be
�—t-04- used to join two pieces of rod together to create a continuous path from HAIL,
11
top plate to foundation.
3. Interior Walls: 99.
Spacing may remain 6'-0"o.c. but reduce uplift capacity 490 lbs from 535
lbs unless stiffening sheating. r t ftIZA :5-4 IW1 L E?5;
_4 __T 4. Tie Rod Spacing:
Roof truss uplift: 0 lbs-1,000 lbs------Rod@ 4'-0"o.c. Interior
Rod @ 6'-0"o.c. Exterior
1,001 lbs-2,016 lbs---Add I Rod adjacent toTruss
2,017 lbs&greater----See drawings
641
CIA
*A—r4t FASCIA
r,4A
OVERHAW-75 16" OR LE55 U5E 2
X45YP
I OMOOKER5 a 244 O.C. PV(8) 8d 4 (1) H2.5
14 -"/4'PLyHWV D&MR46-15d E3LOr_K 5HEATHIN& EE?&E5 KTHIN 4' T -dP)ee-- P!2VT
RIN66HAW NAILS- OF 6ABLE ENE?
Od:14'OjG.AT EV51t 4
Od 0*Of-IN FIE-P
4-4 z1z
0,
A.P.A. RATED 5HEATHINC, TO MAT6H
ROOF 5HEATHIN6
H2.5
V.,
:Dion GME
101- I - -
10 M**� z:-.f w .
41 CONC.5LAB(2500
I;;zI I I= W/Gxrx I o/10 wwr
OVER G MIL VAPOR
2X4 BRAOINO a 41-o" - I _'Ll r—,I I
0 - V_
.1 1=11 —11 5AR1?JER OVER CLEAN,
—7 : I Ell
8'CMU W1#5 @ 48- YVELL COMPACTED,
11 112' THREAPED ROV� 12-BEND @ TOP#9-BEND @ TREATED FILL
5/5" (5A.B. BarTom,FILL sou
JP CDX PLYWOOD ROOF
CLEAN 4 COMPACTrD
to 0 DOUBLE 2X4 NO. 2 5YP TOP PLATE. SHEATMM
FA5TEN IN(2) RON5 10d COMMON5 16" F1 LL
I RDW 8d COMMON
0.6. 5TA(5&ERED (U.N.0) MIN. 241, LAP
CONT. CONCRETE NAILS 3-O.C.
It PV (12) 10d NAIL5 IN LAP. FOOTING(2500 P.51)
—mill, W/(3) #5 CONT. OVER FRAMING*7 2XCP SYP No.
2 RAFTE 0 0 O.C.W 2)(6
No.2 COLLAKnCS*7(a)
12d COMMON"IS M END (Y
F\ 4-5.GC5�_r 10 N, (99 F� Rs H 4.. 0 24'O.C.
7
EMT.It"
k,7. 1 PC.SIMPSON H2.5 V(6)8d
2XO SYP No.2 LED"R. COMMON MAILS MtOM RAFTM
FASTEN TO ROOF THRU TO LEDGEK
PLYWOOD DECK%W(2)#10 X 3
X DECK SCREWS W7 1 0 DIA. _J
W&*4ERS a CA.rMT-TKW U1
IKEmrcnm 7
10 DGER. DETAIL RAMING RAFTER Ci
@
VL
-r-leER&LA55 SHIN&LES
OVER"FELT
>
RAffERS-SIX RJ" LST 18 CP &A-
J/ FRAMING PLAN RAFTF_F_/RIE4F
J50 COX PLYY4000 ROOF x Y_t-#-z 9,�24
DECK.NAIL 40 04.ON
ED&ES. 10' oc. IN FIELD OL
0
(U.ONJ PV 8d.4ZINej*KAAiK
R-50 IWjULATION IN
H&CONNECTOR 0 CEILIN65,
EA.TRU%-TO-PLATE
DOUBLE 2X4 NO. 2 5YP TOP PLATE. Ur
COUAK T115 W(8)
FAsTEN Pv(2) ROH5 Iod COHMON5 16" 12d"IS EA.END
0,C.STA66EREV(U.N.OJ MIN. 24' LAP
2 X 6 FASCIA PV ALUM. PV(12) 10d MAILS IN LAP.
MP 4 ALMM.COW.
VENTED SOFFIT MATCH 2 W)TE;
EXISTJ 0 COLLAR TIE TO BE LOCATED NO HIGHER
b8 THAN%THE HEIGHT OF TOTAL RAFTER
SIDIN&MATCH
EXISTJOVER)W 05B OVER 1 1/2* THREADED ROP
'rYVEK' BUILDIN& HRAP 11
OVER 2X ST1.11:05 41 24'O.C.VASI- W/ 9
r_1
O'Ldl� 6,1 1 '-Z�1/2 71t
04-r'Viastik 00,0-4. 6,-,9 L L A R P 6,�TA I L-
2X4 SPF- *2 0kqAWN
6RAVE e 24* 8 *2 SYP 2X4 PT BOTTOM
PLATE TO STLO CHKCKED
ROOF L A r\1
4' CONC.SLAD YV&XbXIOIIO M
SEE AWA40RA&E ME5H (OR FIBER HE5H GONCJ ON OATE
DETAILS FOR EK3W, VAPOR BARRIER OVER CLEAN, 1 15
COMPACTED FILL SCALE
V
F, 16" x 20' MONO Joe No.
4, L.
_7711e_�T_771_2 MI --I_11-
I FOOTER IAV(2) *5
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SHEET
CLEAN 4
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COWACTED FILL
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TYPICAL WALL SECTION
5(,-ALE,-5/4*= 14-00
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il]I__ !A1 lu L U11 I L JOB NO.
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14;r. SG _E: I I'
REVISIONS BY
EXIST.
A
-7-7 7- 7 7
71 7-77,-.Yl
=41-
REF,
79-
SM
cc
Ogg
DS
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El. z
E TRICAL LEGEND: wo
L E Q
36"
00I)l
GRILL DUPLEX RECEPTACLE
FAUL7 RE!,,'-P-fACLE
GROUND
BURNERS
LIGHT SWIrCH
RECESSED CEI I LING LIGHT FIXTURE
CANS U.K'J.)
(ALL 4"'
/F XISTING 'WALL MOUNTED LIGHT FIXTURE
IV4
i---lousE I
CEILING MOUNTED LIGHT FIXTURE
io
v
PENDANT LIGHT FIXTURE
x
G I
COACH LIGHT FIXTURE
FAN/CAN LIGHT Cf:! 80
A
FLOOD LIGHTs
T�i/
4
Fl-IONE OUTLE
L
UO
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ORAWN
CHECKED
DATE
SCALE
PLARM
JOB NO.
SCALE:
OF SHEETS