11-1162-002I
[��GENERAL NOTES: WOOD, MASONRY & CONCRETE STEEL
INTRUSION AND BURGLARY SECURITY,
1) ALL LO ;KS SON EX1 ERIC'R D0OiiS SHALL BE CAPABLE OF RESISTING A FORCE OF 300 LBS. APPLIED IN
ANY MrJVnB E`DIREC►IOWe11 AND�Ii� ACCORDANCE WITH RESISTANCE STANDARD SET FORTH IN CHAPTER
WOOD ' 317 OF aFBC
1) PROVIDE ROUGH CARPENTRY AS INDICATED BY DRAWING. AND HEREIN SPECIFIED/DESCRIBED
2) ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY OPERATED FROM EXTERIOR WITH
2) LUMBER USED FOR JOISTS, RAFTERS, TRUSSES, COLUMNS, BEAMS AND /OR OTHER STRUCTURAL A MIN. GI °Fs,00Q,`PJ551BL °}tiEY CHIFIG "cRS OR LOCKING AUXILIARY SINGLE READ BOLT WITH UL C
MEMBER SHALL BE OF STRESS GRADE NOT LESS THAN 1000 PSI NOMINAL IN BENDING HARDENED QOLT INSERTS. GL =
3) LUMBER USED FOR STUDS IN EXTERIOR WALL SHALL BE OF STRESS GRADE NOT LESS THAN 3) THE ACTIVE °LEAF WGF PAIR zaF zEhTE1rFGn• SWING DOORS SHALL HAVE SAME LOCKS AS REQUIRED FOR
SINGLE EXTERIOR SWING DOORS. THE INACTIVE LEAF OF THESE PAIRS OF DOORS SHALL HAVE MULTIPLE
625 PSI NOMINAL EXTREME FIBER STRESS IN BENDING. STUDS SHALL HAVE AN UNSUPPORTED POINT LOCKS WITH 5 /8" MIN. THROW BOLTS WITH INSERTS.
LENGTH OF NOT MORE THAN 10'. EXCEPT AS OTHERWISE DETERMINED BY RATIONAL ANALYSIS.
4) LUMBER USED FOR STUDS IN INTERIOR WALL SHALL BE OF STRESS GRADE NOT LESS THAN 225 PSI 4) NOT APPLICABLE
NOMINAL EXTREME FIBER STRESS IN BENDING. 5) NOT APPLICABLE
5) ALL LUMBER IN CONTACT IN CONCRETE, EARTH AND /OR EXPOSED TO AREA OF DECAY SHALL
CHEMICALLY PRESSURE TREATED. i, 6) HINGESON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON - REMOVABLE PINS EXISTING CONCRETE WALL
CONCRETE MASONRY UNITS 7) JAMBS OF ALL EXTERIOR OFFSET TYPE IN -SWING DOORS SHALL BE RABBETTED, OR OF SIMILAR FABRICATION
TO PREVENT DEFEATING THE PURPOSE OF THE STRIKE AND THE INTEGRITY OF LOCKS AND LATCHES
1) ALL CONCRETE MASONRY SHALL CONFORM TO ASTM C -90 AND SHALL HAVE A MIN. COMPRESSIVE STRENGTH g) SINGLE, SWINGING EXTERIOR DOORS, IF WOOD SHALL BE SOLID CORE OF NO LESS THAN 1 3/8 THICK.
F'M OF 1,500 PSI USING TYPE "M" MORTAR.
2) CONCRETE BLOCK USED FOR FIRE RESISTIVE WALLS RATED TWO- --HRS. OR MORE ARE USED FOR LOAD 9) GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE ANSI (AMERICAN NATIONAL STANDARD
BEARING OR EXTERIOR WALLS HAVING A MIN FACE THICKNESS OF 1 3/4 MIN. WEB INSTITUTE) SEC. STANDARD 2971
THICKNESS OF ONE INCHE AND SHALL HAVE A NET CROSS SECTIONAL AREA NOT LESS THAN 50% 10) VISION PANELS IN EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40 FT. OF THE INSIDE LOCKING
OF THE CROSS SECTION ACTIVATING DEVICE OF LOOSE AND SWINGING DOORS SHALL COMPLY WITH THE ANSI
3) CONCRETE BLOCKS FOR OTHER PURPOSES SHALL HAVE WALL AND WEB THICKNESS OF NOT LESS THAN 3/4" SEC. STANDARD 297
11) SLIDING GLASS DOORS AND WINDOWS SHALL BE INSTALLED AND CONTRUCTED SO THAT
MORTAR NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN ON THE LOCKED POSITION AND SO AS TO
1) ALL MORTAR SHALL CONFORM TO THE STANDARD SPECIFICATION MORTAR. FOR MASONRY UNITS COMPLY WITH THE ARCHITECTURAL ALUMINUM
MFGS. ASSOS. STANDARD FOR FORCED ENTRY RESISTANCE AAMA 1303.3
A.S.T.M. C -270
2) MORTAR USED TO BOND MASONRY UNITS SHALL BE OF TYPE "M.S.N.,, 12) NOT APPLICABLE
WIND LOAD DESIGN FOR COMPONENT & CLADDING BUILDING: ROOF 13) NOT APPLICABLE
(AS PEnANSVA8cE7- •9& THE tORDA13UILDINOCCRE) 14) NOT APPLICABLE
DESIGN CRITERIA: ....__-
15) DOORS AND WINDOWS BY YALE OGRAN PRODUCTS (OR EQUAL) SLIDING DOOR NO. 5657 AWNING-_
VELOCITY PR7"SSURC:Q WINDOW NO. 5704 HORIZONTAL ROLLING NO. 5713.
CALCULATE 'a' TO DETERMINE Q = 0.00256 " Kz' [V X I]2 E0. 6,13
74 OR Z5 (PAGE 46) Kz = O.a5 (TAI ILE 6 -5) EXPOSURE " "C "" ASCE 7 -90 j� 1 UL
'a' IS THE SMALLEST OF j t v T(�1 f /C3 � t -L 2 1 �� t `5 GL
'a' =0.1 MIN, WIDTH. OR I= 1.0 BUILDING CATEGORY "il "TABLE 1 -1 ASCE 7.56
'a' =0.4 mean roof height V = 146 MPH (FIG 6 -1b) I i
BUT NOT LESS THAN EITHER Q = 0.00256 • 0.85 (146 •t.o]`Y L L_ VC�
,04MIN, WIDTH OR 3 FEET Q - 46.4 PSF r
ROOF- FIBER GLASS
ROOF DEAD LOAD= 10 P.S.F
NET UPLIFT= 46.4.10 =36.4 P.S.F ! \
CALCULATE
B
2,04
FEET
H
8'-0'
3.2
L
8'-2'
4 %MIN B
.8
PLUMBING NOTES
ZONE 2 - - - -- Pressure =64,03
0 3'
SANITARY LINE
FURR STRIPS Q 16" O.C.
VALUES
B
20' -4
FEET
H
8'-0'
FEET
L
8'-2'
FEET
- -G-- --
PLUMBING NOTES
ZONE 2 - - - -- Pressure =64,03
USE 'a' =3.6' R"•.`�
FOR 0 <34, FIG. (b-5]i SHALL BE USED ACCORDING TO ASCE 7-98
TO CALCULATE GCP
(ROOF
TRIBUTARY AREA ON TYPICAL JOIST= 138.32 S.F. j
ZONE I = Gcp = -1.1
ZONE 2 =Gcp = -1.2 1 4 20'-4'
ZONE 3 =Gcp = -1.2 '- 10' -2'
DESIGN PRESSURED .I
W = Q [GCp ± GCpi] (TABLE -4)
TRIBUTARY AREA 138.32 S.F.
GCP FIG 6,511 In < 60F ASCE 7 -98
GCPI = +/- 0.18 (ENCLOSED BUILDING) TADLE 6.7 ASCE 7 -98
HURRICANE STRAPS EMBEDDED INTO THE TIE BEAM
'SEMCO' SGP2 W /7 -10D NAIL ALLOWABLE LOAD 1395 #
PLY FIBER GLASS ROOFING OVER HOT MOPPED FELT
#30 TIN TAGGED FELT ON 5/8' GRADE CDX PLYWOOD N.O.A. # 00- -1023.05
TACHED W /BD COMMON NAILS 2 6' O.C. AT PANEL EDGES NEW METAL HURRICANE STRAP ARE
D 6' ❑,C. B INTERMEDIATE SUPPORT. SUBJECT TO UPLIFT. U OVH,G =55.08 PSF
I❑ STAPLES ALLO�/ED')
PITCH 1 /4 "per -i 2"
NEW 2'X10' JOIST @ 16. 0,D\\
� ii�
-- /,
v O
R--19 INSULATION i
O
GALV. METAL DRIP STO
NAILER PT
I'X1D' WOOD FACIA
NAILED R 4' O.C.
6'X24' SCREEN VENT 48' O.C.
2 2 "X8" WOOD= �ESAM _-A7Fi;ACEd -_TO''- EXISTING WALL
WITH (1) 5/8 "V -ANCHOR BOLT Q 24" O.C.
EMB. 4" INTO CONr n Al►V;-., uJyV `
9 LBS UL 421.39 LBS
4 .,r
o •1
LU
10'
11' -4'
UTILITY ROOF PLAN
ZONE 1 - --- -- Pressure 59.39
psf
SYM60L
1 /2" DRYWALL OVER 1 "X4 "
E--
COLD WATER LINE
- -G-- --
PLUMBING NOTES
ZONE 2 - - - -- Pressure =64,03
psf
SANITARY LINE
FURR STRIPS Q 16" O.C.
W/H
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CO.
Sunshine State OnFlo , Inc.
CLEAN OUT
W
ZONE 3 - - - --- Pressure =64.03
psf
(CEILING)
it r�'l
I
I, TVE LU61) -= 37. PK- UPLIFT
(7N TYP. TRUSSr
PAINTED 5/8'
PLYWOOD SOFFIT
1) ALL PLUMBING WORK SHALL 13E PERFORMED IN ACCORDANCE W/ THE LATEST EDITION OF THE SFGC CHAPTER 46,
IIEAII = 10 P_SE JOISTS ARE SPACING R 16' O.C.
O
ATTACHED W /8D
COMMON
NAILS 86'
LOCAL ORDINANCES AND IN COMPLIANCE W/ THE FLORIDA ENERGY EFFICIENCY CODE FOR BLDG. CONSTRUCTION
- 47 PSF UPLIFT=
3�7 CSPAN +I7VERHANG)
+ (<68.b7- 59.39) Ca) 3 j
")(4"
06
❑.C, AT PANEL
EDGE AND
INT. SUPPORT
2) CONTRACTOR . VERIFY AT SITE LOCATION, ELEVATION AND SIZE OF ALL EXISTING MAIN, WATER AND SEWER FOR
2
1 P.T. FIRE STOP
O
CONNECTION OF NEW SERVICE BEFORE INSTALLATION OF ANY PIPING OR SEPTIC TANK.
UPLIFT=
L37A C 20,4 +1.4) + (64.03-
59.39)K (3) w 1,3
8" CONC. BLOCK WALL
0
LO
Lo
3) UNDERGROUND METAL PIPING SHALL of PROTECTED W/ A COAT OF BITUMINOUS COMPOUND @EFORr COVERING
2
i
UL 4i?1,39 LDS
8'X12' C ❑NC.
TIE BEAM
w/4 #15
I
W
r__
GL = 501.94 LPS
C\l
I
CONT. DAR L
2 -6 /LONG
#5
4) PROVIDE SHUTOFF AND VACUUM BREAKER TO ALL HOSE BIBBS AND FAUCETS W/ HOSE -END CONNECTION.
STUCCO
SEALANT -- --!
TRIM
MLD'G
W_
0
0
d�
R -4 INSULATION AL. FOIL BENT AT EACH CORNER L 4
#3 TIES AT 12' AT CORNER L 5) ALL FIXTURES SHALL ME PROTECTED AGAINST WATER HAMMER W/ AIR CHAMBER OR SHOCK AGSORBERS
BENDS. AS INDICATED ON PLAN
NO. 9 LADDER TYPE HORIZONTAL
Z MASONRY REINI;. 0 EACH 2ND. COURSE 1/2" stucco 2 coats G) VENT LINES TO EXTEND 9" MIN. ABOVE ROOF AND FLASH W/ LEAD OR CONNECT TO EXISTING VENT SYSTEM
FROM BOTTOM 7) PROVIDE CONTROL VALVE TO ALL MAIN ENTERING THE BUILDING RISER, BRANCHES, GROUP OF FIXTURE, AND
FILLED CELL AT
JAMB (TYP)
I
1" X 4" PT WD BLOCKING p0 LAP #5 REINF'. BARS 30" HK. 6"
ALL (4) SIDES CONT,
WOOD TRIM I
It UT r0 FIT
TO EACH PIECE OF EQUIPMENT
B) PLUMBING FIXTURE SHALL BE (AMERICAN STANDARD) OR APPROVE EQUAL, ALL FIXTURE TRIM SHALL BE
CHROME PLATED, FIXTURE SHALL BE PROVIDED W/ SUPPORT HANGERS, ETC.
9) WASTE LINES TO SLOPE MIN. 1/9' PER Fr. UNLESS OTHERWISE NOTED.
2 X 4 PT WD DUCK C 10) PROVIDC FULLY ACCESSIBLE CLEAN OUTS ON SANITARY AND ANY WASTE PIPING, AT EVERY CHANGE OF DIRECTIONS,
ANCHORED TO MAS WITH IF OTHER CONDITION EXIST, AND AT BOTTOM OF STACKS, CLEAN OUTS LOCATIONS AND SIZES ON HORIZONTAL LINES SHALL BE ACCORDING TO
1/4" N TAPCON 4 3" FROM END
is G" Q.C. TO PROVIDE A MIN. CONC I NOTIFY THE ENGINEER. 1
EMBED OF 1 -3/4" (TYP. FOR S.G.D.) 11) FEED .''ALL PLUMBING FIXTURES W/ TYPE "M " COPPER ABOVE GROUND AND TYPE "L" COPPER BELOW GROUND.
3/4' RECESS 12) ALL SANITARY WASTE TO BE PVC SCHEDULE 40.
13) CLEAN OUTS SHALL BE PROVIDED AT THE BASE OF ALL STACKS AND ALL IILDG. DRAIN OUTSIDE THE BUILDING WA
4" WOOD BASE I 14) NO SOLDERING JOINTS AELOW THE SLAB
L-- ANCHOR DOOR JAMB TO BUCK I FIN. FLOOR -
WITH #10 FLATHEAD NON -CORR 15) ANTI SCALD PREVENTATIVE VALVES REQUIRED FOR ALL SHOWERS AS PER SFBC TABLE 46-C
WOOD SCREWS 2" LONG .
0 EA. HINGE AS PER 4" CONC. SLAB W/ 6X6X1O /10 - 1B) WATER HEATER AS PER TABLE 4C -N -� SFSC
PRODUCT APPROVAL WW,W.M. (DOUBLE MESH 5' IN
( T l
DROP. 17) 2 MIN. DRAIN UNDER SLAB AT MIN. 1/4
AROUND SLAB PERIMETER FIN. GI! D O 0 R J A M B
18) ALL FLOOR DRAIN SHALL HAVE TRAP PRIMER TO PROTECT THE SEAL OF THE TRAP.
N.T.S.
-- 1 `3) PROVIDE 1" RESEAL LINE FROM WATER SUPPLY TO EACH FLOOR DRAIN.
I-=! � ! -! � I� � O O I ! ��I � I -I � I`! � I"`I � ! -I � 1=! ! !`I i != � � I- �{! - '' 20) ALL PLUMBING PENETRATIONS IN FIRE RESISTANT RATED WALLS, PARTITIONS, FLOORS AND CEILINGS SHALL ME
_ ICI_ III_ Iil-- lil-- Iil-- IiI=1II II!-� -:!!!7
FIRE STOPPED W/ APPROVED FIRE STOP FOAM.
I -I 11 1= I= 14'X16' CONC. F❑❑TING W/ 2 95
1 "x4" P.T. Wood buck with 1/4" x 1 3/4" to on screen
CONT. BAR T❑ BEAR UNDISTURBED
SOIL OR CORAL ROCK
at 4" O.C. from the ends and at 15" O.C. pximurr� WELL COMPACTED FILL I
elsewhere. (Typical minimum requirement) TERMITE TREATED S ❑I�YP vvA,.L.L. Si�c-� -LAO t4i11
I
(Ernbeded in Caulking)
i SCALE: 3/4 "�'! •---0" I
x MIN. ELEVATION OF FIN. FLOOR TO IJE NOT LESS THAN I PLUMBING FIXTURES NOTES
\ 8' ABOVE FLOOR OR FIN, GRADE, WHICHEVER IS HIGHER I
i
- FRAMING Wall 8" (Typ.)
DOOR Sc WINDOW BUCK DETAIL
1, BATH TUB AND SHOWERS GLASS ENCLOSURES, IF APPLICABLE,
ARE TO BE OF TEMPERED GLASS.
2. BATHROOM FINISHED FLOORS TO BE IMPERVIOUS MATERIAL,
AND OF CERAMIC TILE.
3. ALL PLUMBING FIXTURES TO COMPLY WITH TABLE 46R -2 OF SFBC
4. SHOWER HEAD TO HAVE ANTISCALD VALVE,
AS -BUILT PLUIVIBIIlIUPLAN
2 COATS
STUCCO
LK
2 COATS
STUCCO
0.
Y �
O 0_
O
CONCRETE LINTEL
R -4.5 INSULATION
1/2" GYPSUM BOARD
1" X 4" P.T. WOOD BLOCKING
ANCHORED TO CONC. W /TQPCON
SCREWS 2" LONG 2 12" O.C.
ALUM. WINDOW
SEE SCHEDULE
ALUM. WINDOW
SEE SCHEDULE
SCREEN
1" X 4" MARBLE SILL
P.T. WOOD BLOCK
PRECAST CONCRETE SILL
R -4.5 WALL INSULATION
a" CONCRETE BLOCK
WINDOW DETAIL
N.T.S. - --
LEGEND
(PLUMBING)
SYM60L
DESCRIPTION
E--
COLD WATER LINE
- -G-- --
HOT WATER
It's the Law!
SANITARY LINE
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W/H
WATER HEATER (40 GAL)
CO.
Sunshine State OnFlo , Inc.
CLEAN OUT
W
O
VENT
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1 -100- 432 -477AC.110f
GENERAL- CONMAQIQR NOTES
THESE DRAWINGS AND SPECIFICATIONS
ARE PART OF THE CONTRACT DOCUMENT, PLEASE
VERIFY ALL THE DETAILS WRITTEN ON FACH SHEET,
FAILURE BY THE GENERAL CONTRACTOR
TO FOLLOW THE DRAWING PLANS AND
ITS SPECIFICATIONS SHALL NOT BE CAUSE FOR
ADDITIONAL WORK BY THE ENGINEER.
COORDINATION OF THE WORK, AND
OF THE SUBCONTRACTORS IS THE RESPONSIBILITY
OF THE GENERAL CONTRACTOR.
' -JE4jV i:ONIS fAWC': # IO.N, REMC.IDELINia,
JOB NUMVER 2002 -11
W
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1 -100- 432 -477AC.110f
Sunshine State OnFlo , Inc.
W
' -JE4jV i:ONIS fAWC': # IO.N, REMC.IDELINia,
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DATE 6/15/2004
SCALE: 1/4" =1' -0"
DRAWN BY G.B
PROJECT NO. 2004--16
CKECKED BY: C.C.M.
SHEET N0. A---2
ENGINEER OF RECORD
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DATE 6/15/2004
SCALE: 1/4" =1' -0"
DRAWN BY G.B
PROJECT NO. 2004--16
CKECKED BY: C.C.M.
SHEET N0. A---2
ENGINEER OF RECORD
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