13-1262-006EXISTING RESIDENCE
I
I
LINE of bcIBTMCs
PROPOSED NEW ADDITION
ORIF` SON 8�1 TtE TRLLSS/RAFTER HURRICANE
STRAP 1H16 W/ (2)10d x Ile I GALVANIZED NAILS • RAFTERS
4 C6) �/{" x 21/{" TITEN t8 •BEAM TYPICAL •EACH NEW
RAFTER AT NEW WALL/ '>IIE BEAM. PROVIDE CONTINUOUS
ANCHORAGE AS PER F C,. (Latest Edition). SEE WALL
SECTION FOR FuRT1 -ER LARIFICATION.
I
QVERFANG:::(TYPiCAL).::: 1
12' -a"
(VJF. -
- Alfgn W/. Face Of Existing E
Exterior Wall)
(4 Of wall Kicker/Struts)
srriPSoN ST!¢ON4 TiE
JOIST/RAfiTER HANKxEF�B, !!L8212 W/
l4)tbd x.tvt. ".Ca�4k:VANtt - NAIL.: •
NEW WOOD JOIST GIRDER HEADER
4 (2) l0d k,h8° GALVANIZED NAILS : I
I I I tr• I I
I® I
•: J015T/RAFTERS (TYPK:AL i EA
NEUJ Jo18TlRAFTEI4's PROVIDE
COM'IMl X ANCHORAGE PER -
-.
FB.C::: (Latent EdRtonl �
�
EXISTING CONCRETE
TIE BEAM (T.TPtCAL) 0
0
2"x12 W
Wood n
nar s
st t
/ 2
• 2
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TRU8/RAPTER HURT AAM
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NAILS • P- AFTERS't
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PRO)ADE, SIMPSON STRONG TI
TRUSS/RAFTER HURRICANE S
414116 W/ (2) 10d x iii" GALVANI �
NAILS • RAFTERS 4 (6) 1/40 x 2 {' (}
TITENj5OL TS •
A L/
TIE BEAM. PROVIDE CONTINUOUS
ANCHORAGE AS PER F.13ja (Latest (D
Edrtion). SEE WALL SECTION FOR
FURTHER CLARIFICATION,
NET U10ILPT • O&ANINS IN 6W L.DQ
- k__--LINE OF EXISTING ROOF Z
OVERHANG (TYPICAL).
FACE OF / LINE OF EXISTING x
RESIDENCE EXTERIOR WALL
t'R10FILE (TYPICAL).
I
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CONC INTO TIM erzAm
NEW 6t1 W. x 12" D. (MINIMUM) x CONTINUOUS CONCRETE BEAM (TIE BEAM) UMTH (4) 5 REiiFORCiNG
BARS (2 -5 Tapp 4 2 -5 Bottom Continuous), PROVIDE (4) 43 TIES • 12" OZ. AT CORNERS AT EACH
BEND AND 0 48' THROUGHOUT ELSEWHERE.
GSNIMM IM SMAM 4 'rMiNFORCING Noorr;s:
1. AFF. ■ ABOVE FINISH FLOOR / TOP OF SLAB (TA,.,) REFERENCED DATUM (ELEVATION: 0' -011)
2, ALL TIE BEAM REINFORCING TO BE CONTINUOUS. CONTINUITY OF THE REINFORCING iN STRiGHT
RUNS SHALL BE PROVIDED BY LAPPING SPLICES NOT LESS THAN 18 ". PROVIDE CONTUNITY AT
GONERS BY BENDING TWO (2) BARS FROM EACH DIRECTION AROUND CORNERS 30" OR BY
ADDING TWO (2) 5 BENT BARS WICH EXTEND 30" EACH WAY FROM C Fa,!ERS. AT COLUMNS
CONTINUITY SHALL BE PROVIDED BY CONTINUING HORIZONTAL REINFORCING THROUGH THE�t
COLUMNS OR BY BENDING HORIZONTAL REINFORCEMENT IN THE COLUMNS A DISTANCE OF IV",
PER F.B.C. 2104.2 (C) (3).
i'' 3. STIRRUPS AT THE TIE BEAM SHALL BE 43 TIES, FOUR (4) • 1211 O.C. AT CORNERS AT EACH BEND
o AND AT ENDS, AND AT 48" OZ. ELSEWHERE. PER F,B.G. 2104.2 (C) (2).
4. NO. 5 VERTICAL REINFORCING BARS SHALL BE PLACED IN 2500 PS.1 (MIND CONCRETE FILLED
CELLS AND SHALL EXTEND INTO FOOTINGS AND TIE BEAMS. ALL SUCH BARS SHALL BE
12 CONTINUOUS FROM FOOTING TO TiE BEAM. ALL SPLICES, WERE NEEDED, SHALL BE 30" MINIMUM
N AS PER F.B.C. 21042 (B) (1) (BB).
v 5. STANDARD 9 -GAUGE TRUSS TYPE HORIZONTAL JOINT R.EiNFORCING SHALL BE PROVIDED AT
EVERY SECOND COURSE (16" O.G. VERTICALLY) FOR ALL EXTERIOR CM.U. WALLS. EXTEND
REINFORCING 4" INTO COLUMNS AS PER F.B.C. 2104) (F).
6, LINTELS TO BE INTEGRAL WiTH THE TIE BEAM UNLESS NOTED OTHERWISE. DROP THE BOTTOM OF
° TlE BEAM OVER DOORS AND WINDOWS MASONARY OPENINGS. WHERE TIE BEAM DROPS 8" OR
MORE, ADD TW0 (2) ADDITIONAL S AT BOTTOM. AT SPANS GREATER THAN 6 FEET, PROVIDE 43
TiE • 8" O.C. PRE -CAST AND /OR NON - INTEGRAL LINTELS SHALL BE A MINIMUM OF 8 INCHES
v DEEP WITH 2 04 TOP AND BOTTOM AT SPANS LESS THAN 6 FEET, AND SPANS GREATER THAN 6
�1 FEET TO BE A MINIMUM 12 INCHES DEEP WITH (2) 5 TOP AND BOTTOM WITH A MINIMUM 8 INCHES
0 BEARING ON EACH SIDE.
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BOTTOM BAR
HOOPS OR STIRRtPB
SPACED FROM SUPPORT
FACE AS SCHEDULED
maim
-'E' BAR
TOP BARE! EXTEND TO 14' POINT OF ADJACENT SPAND UNLESS NOTED OTHERWISE.
TOP BARB CALLED FOR AS CONTINUOUS, WHEN SPLICM, SHALL BE SPLICED IN THE MIDDLE THIRD OF THE SPAN.
'C' BAR ARE TOP BARS AT NON - CONTINUO IUS ENDS.
To BAR ARE TOP BARS OVER INTERIOR SUPPORTS.
ITEM FASTENER / SIZE METHOD SPACING -s: REMAFRK5
WALL SHEATHING TO STRUCTURAL 0.131 X 21/2" 8d NAIL W/ POWER 611 Or- 0 PANEL EDGES
FIELD 4 O.C. •CORNER HAND NAILING AS
,
WOOD - UP TO s /a" THICKNESS FULL HEAD DRIVEN SUDS SPECIFIED ON DRAWINGS
FLOOR SHEATHING TO STRUCTURAL 0.131 X 21/2" 8d NAIL W/ POWER 6" O.C. • PANEL EDGES HAND NAILING AS
WOOD - UP TO a /{" THICKNESS FULL HEAD DRIVEN AND FIELD SPECIFIED ON DRAWINGS
ROOF 4 GABLE END SHEATHING TO 6" O.C. at PANEL EDGES 4
STRUCTURAL WOOD - UP TO No" 0.131 X 21/2" Bd NAIL W/ POWER FiELD, 4" O.G. • GABLE ENDS HAND NAILING AS
THICKNESS FULL HEAD DRIVEN 4 STRUCTURAL FASCIA SPECIFIED ON DRAWINGS
AROUND ROOF PERIMETER
1" X 2" WOOD FURRING 0.099 X Na" ROUND NAIL POWER 12" O.G. HAND NAILING W/ GUT
DRIVEN NAILS • 16 O.C.
GYPSUM WALLBOARD SHEATHING °(a - 11/4" TYPE W OR S SCREW GUN 8" O.C. • PANEL EDGES
TO METAL STUD FRAMING SCREWS DRIVEN 12" O.C. • FIELD
WOOD BUCKS FOR EXTERIOR 0.145 X 11/2" FOR 3/{" THICK POWER 12" O.G. FOR ALL
ODOR WINDOW OR SLIDING
GLASS DOORS 0,145 X 21/2" FOR 11/2" THICK DRIVEN APPLICATIONS
SiLL 4 TOP PLATE TO CONCRETE HAND 24" O.C. W/ MIN.
AT INTERIOR BEARING 4 1/211 A ANCHOR BOLTS INSTALLED 1" EMBEDMENT
EXTERIOR WALLS
2" X STRUCTURAL FASCIA AT 16d GALVANIZED NAIL HAND 2 • 2' X 4" OVERHANG
ROOF OVERHANG NAILED 3 • 2' X 6" TOP CHORD
MAX. b" O,G. AT SIDE LAPS
SECURED TO SUPPORTS, 9'
WIRE LATH 0.131 X 1112" 8d NAIL W! POWER O.G. • LAPS BETWEEN
FULL HEAD DRIVEN SUPPORTS AND 4" O.G. AT
RIBS OF STUCCOED
OVERHANG SOFFITS
ROOF DRIP EDGE 11 Ga. X 3/40 SMOOTH SHANK 12 HAND 4" O.G. ON It THRU
Ga. X 3 /4" RiNG SHANK DRIVEN DRIP EDGE
1" X 3" WOOD FURRING UNDER AND HAND
1" X 4" WOOD BRACING ON TOP OF 8d NAIL DR �N 2 • EACH INTERSECTION
TRUSS BOTTOM CHORDS
PASMENWR NOTES:
I. HAND NAILING MAY BE USED IN LIEU OF POWER DRIVEN FASTENERS.
2. STAPLES SHALL NOT BE USED FOR THE ATTACHMENT OF UNDERLAYMENT, ANCHOR SHEET, CEMENT
TILES OR TIN CAPS, STAPLES SHALL NOT BE USED FOR THE ATTACHMENT OF ROOF SHEATHING TO
ROOF FRAMING MEMBERS.
3. FASTENING OF GARAGE DOORS, WINDOWS, AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL
BE AS PER MANFACTURER's SPECIFICATIONS.
4. ALL FASCIA MATERIAL SHALL BE HAND FRAMED.
SHAM H M IGH T LMG8N0:
NEW CONCREM BEAM / TIE BEAM. TOP
OF BEAM ELEVATION: t 8' -4" AFF.
(MATCH EXISTING)
- ' EXISTING CONCRETE BEAM / TIE BEAM.
TOP OF BEAM ELEVATION: t 8' -4" AFF.
(VERIFY iN FIELD)
NEW SLOPED/RAKED CONCRETE BEAM !
TIE BEAM. TOP OF BEAM ELEVATION:
VARIES AFF. (SEE BLDG. ELEVATIONS)
DESIGN ROOF LOADS
ROOF LIVE LOAD (L.L.) 30 Par-.
ROOF DEAD LOAD (DL-) 20 Par-.
NOTE:
ALL WINDS LOADS ARE TAKEN a 1I6 mph
EXPOSURE "C ". WITH A RiSK CATEGORY OF 11.
AS PER THE "FLORIDA BUILDING CODE" (FBC)
2010 EDITION.
ROOFING COMPONENTS WIND NET UPLIFT
(NET UPLIFT IN PSF)
ROOF COMPONENTS zoNE 1D zoNE zoNE
ROOFING 40B PSF 650 PSF 1023 PSF
R.4FTER JOiST 39.1 PSF 58.4 PSF 1111 PSF
RAFTER BEAM 31.1 PSF 48.4 PSF 54.e PSF
1. ABOVE DEAD LOAD REDUCTION INCLUDES
DEAD LOAD OF COMPONENTS. NO ADDITIONAL
DEAD LOAD REDUCTION iS ALLOWED AT
LOCATIONS.
2.
NET UPLIFT AT RAFTER BEARING IN 600 1_13S.
3.
NET UPLIFT AT CANTELIVER IN 538 LBS.
CONCRETE ROOF SEAM /
ROOF SLAS
CONSTRUCTION JOINT
(2) SETS OF TiES
COLUMN BARS
(AS SCHEDULED)
AT ROOF / T i E SEAM
CONCRETE SLAB --' � 0-(2) SETS OF TIES
GENERAI, POUNDATION NOTES:
1. NEW CONCRETE FOOTINGS HAVE BEEN
DESIGNED FOR AN ASSUMED 2000 P3F.
SOIL BEARING CAPACITY BASED UPON
VISUAL INSPECTION SHOWING UNDISTURBED
LIMEROr"...K AT OR JUST BELOW GRADE.
GENERAL CONTRACTOR / BUILDER / OWNER
TO FIELD VERIFY AND NOTIFY ARCHITECT IN
WRITING IF SOIL AND /OR FOUNDATION ARE
DIFFERENT THAN THOSE UPON WHICH THE
DESIGN iS BASED.
2. CLEAR AND GRUB NEW CONSTRUCTION
AND /OR BUILDING ADDITION AREA OF ALL
SURFACE VEGETATION AND TOP SOIL DOWN
j TO VIRGIN LIMEROCK. FOUNDATION MUST
BEAR ON UNDISTURBED LIMEROCK.
MLUMID ING NO'fi Sf
L PROVIDE ALL NEW PLUMBING FIXTURES
AND ACCESSORIES AND FURNISH ALL
LABOR, MATERIALS, AND EQUIPMENT
SHOWN OR INDICATED ON THE DRAWINGS
FOR A COMPLETE PLUMBING SYSTEM iN
ACCORDANCE WiTH THESE DRAWINGS,
GOVERNING AGENCIES AND THE
FLORIDA BUILDING CODE (2 10 Edition).
2, CONTRACTOR SHALL PAY FOR ALL
PERMITS, FEES AND TESTING.
3. COORDINATE PLUMBING WORK WiTH ALL
TRADES iN ORDER TO AVOID
CONFLICTS.
4, CONTRACTOR iS TO VERIFY THE EXACT
LOCATION OF ALL EQUIPMENT PRIOR To
ROUGH -IN.
5. ALL SANITARY WASTE, VENT PIPES, AND
FITTINGS TO BE CAST IRON OR PVC AS
PERMITTED BY CODE.
6. PROVIDE COMPLETE ACCESS TO ALL
SYSTEMS. LOCATE CLEAN -OUTS ON
WALLS AND /OR FLOORS AS NECESSARY
FOR ACCESS AND EASE of USE,
PROVIDE ACCESS PANELS WHERE
NECESSARY FOR THE WATER
DISTRIBUTION SYSTEM.
1. PROVIDE LEAD FLASHING, AS REQUIRED,
AT ALL ROOF PENETRATIONS.
g, HOT AND COLD WATER LINES TO BE
COPPER (ASTM 5 -88) USING TYPE "K"
FOR UNDERGROUND AND TYPE i'LI1
ABOVE GROUND. PROVIDE
DI- ELECTRIC COUPLINGS, AS REQUIRED,
FOR CONNECTION TO DIFFERENT
MATERIALS, SHUT -OFF VALVES AT
FIXTURES AND EQUIPMENTS REQUIRING
WATER SUPPLY.
9 INSULATE ALL HOT WATER LINES WiTH 1/211
SELF- SEALING FiBERGLASS UNIVERSAL
JACKET OR FOAM.
10. ALL UNDERGROUND WATER LINES SHALL
BE FULLY SLEEVED.
IL COPPER PiPiNG TO BE ISOLATED FROM
CONTACT WiTH OTHER METALS OR
MASONRY.
12. PLUMBING PIPING TO BE ACOUSTICALLY
ISOLATED OR WRAPPED TO PREVENT
THE TRANSMISSION OF SOUND INTO THE
BUILDING.
13. ALL NEW PLUMBING FIXTURES SHALL
COMPLY WITH THE MAXIMUM FLOW RATES
AND CONSlMPTiON FOR PLUMBING
FIXTURES AND FIXTURE FITTINGS AS PER
TABLE 604,4 (MC 2010).
- All lavatory faucets shall provide a
maximum flow rate of 22 gpm 0 60 psi
- All Shower heads shall provide a
maximum flow rate of 25 gpm a S0 pet
- All Sink Faucets Shall provide a
maximum flow rate of 22 gpm 0 60 pat
- All Water Closets ehall provide a
maximum flow rate of 1:6 gallons per
flushing cycle
EXISTING RESIDENCE,
r.
EXISTING CONCIMTE
SLAB W/. CONTINUOUS
THICKENW EDGE.
LINE OF EXISTING
CONCRETE FOOTING
(TYPICAL). I
ACE OF / LINE OF _
EXISTW.x RESIDENCE
EXTERIOR WALL _ I
PROFILE (TYPICAL). I
♦ r� •
5C,AL- E_ : 1/4" 1 1 - is I
V W.(4)055 Ai48
03 TIES 08'% AND
(TYPICAL). Ul
i E
�_Lm OF EXISTING
I CONCRETE FOOTING
(TYPICAL). d)
�FACE OF / LINE OF Z
EXiSTING RESIDENCE
EXTERIOR WALL.
I PROFILE (TYPICAL).
Ul
2" V.T.R. � I
EXIST'G
2" V.T.R. �1 1
2" V.T.R. �' i NEW REMODEL
1 . . POWDER Rri KITCHEN
� SINK
I I
.001,��211 RE VENT 2" RE VENT 2- WAY D 15P.
LAY. C.O. SiNK
I
°,<-2" REVENT e ° � 1 311 0 DUI. 2.0
I \ W.C. G.O. �. �' 14 fug 2110
G.O.
,. / 311 0 4 fu
LAV. ,, 4 "ru 4 fu NEW
sHWR UTILITY RM. 4110
LAV. Gp I SHUP, 1 3t. 0 6 fu
W.G. 1 9 fu
211 0 W.C. 2110 3t10 2 110 L. / WASHER
REMODEL 6 f„ 311 0 3110 2 fu 4
EXIST. 10 fu LAV 10 fu
� C.O.
., --, 3110 M. BATH
EXIST'C ` fu 6 flu 0 LAV:
BATH *` 1 ., 1 NOTE
G.O. 1. ALL 2 "0 AND SMALLER SANITARY j,",%
4 "0 2110 SEWER LINES SLOPE v 1/4 "/ FT. (MIN.)
i
2- WAY G.O. is fu 41 2. ALL 3 "4P AND LARGER SANITARY
4" 1110 u SEWER LINES SLOPE e 1 /b"/ FT, (MAIN,) n
ro 3. SAW -CUT EXISTING FLOOR SLAB{AS
REQUIRED TO ACCOMMODATE NEW ' , . ,
- EXISTING 4110 SANITARY SEWER MAIN PLUMBING SCOPE OF WORK (SEE
SLOPE IT )/a "/ FT. (MIN) TO EXISTING REMODEL FLOOR PLAN LAYOUT)
SEPTIC TANK AND PATCH /iNFiLL FLOOR SLAB AS
REQUIRED TO MATCH EXISTING.
N4TG:
ONLY NEW OR RELOCATED PLUMBING WORK AND /OR MODIFICATIONS UNDER THiS SCOPE OF WORK/PERMIT ARE
INDICATED ON THIS DRAWING. ALL OTHER PLUMBING INDICATED ON DRAWING iS EXISTING AND IS TO REMAIN
UNDISTURBED! (SHOWN - DASHED - FOR REFERENCE AND CONTEXT /CLARITY ONLY)
�4 1TYP. GONG. COLUMN < FOOTING DETAIL SANITARY RISER DIAGRI:M
SCALE- N.T.S. �C� 3.l scare: N.rs.
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NUMBER DATE ITEM
SHEET TITLE:
FOUNDA11ON AND
SCHEDULE ROOF FRAMING
PLANS /
NOTES i DETAILS
SCALE:
DATE:
06 -13 -2013
JOB NUMBER:
2013 -0531
SHEET NUMBER:
I A
M).0
OF 1 SHEETS
ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS
INDICATED OR REPRESENTED BY THIS DRAWING ARE
OWNER AND THE PROPERTY OF THIS OFFICE. AND WERE
CREATED, EVOLVED, AND DEVELOPED FOR USE ON, AND IN
CONNECTION WITH THE SPECIFIED PROTECT. NONE OF SUCH
IDEAS, DESIGNS, ARRANGMENTS, AND PLANS SHALL BE
USED BY, OR DISCLOSED TO ANY PERSON, FIRM OR
CORPORATION FOR ANY PURPOSE WITHOUT WRITTEN
Tlrl) TCCrlM(WV[ °iTIT a,,&D"v AnrtITTCrT rvCnvnrin 1TT'R
-A � I
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JOIST
(match was a g V
PRO)ADE, SIMPSON STRONG TI
TRUSS/RAFTER HURRICANE S
414116 W/ (2) 10d x iii" GALVANI �
NAILS • RAFTERS 4 (6) 1/40 x 2 {' (}
TITENj5OL TS •
A L/
TIE BEAM. PROVIDE CONTINUOUS
ANCHORAGE AS PER F.13ja (Latest (D
Edrtion). SEE WALL SECTION FOR
FURTHER CLARIFICATION,
NET U10ILPT • O&ANINS IN 6W L.DQ
- k__--LINE OF EXISTING ROOF Z
OVERHANG (TYPICAL).
FACE OF / LINE OF EXISTING x
RESIDENCE EXTERIOR WALL
t'R10FILE (TYPICAL).
I
•' 3.1i/ � �....." Y'�t � � = i / �T' I 1 � t I � ,/71 I I
CONC INTO TIM erzAm
NEW 6t1 W. x 12" D. (MINIMUM) x CONTINUOUS CONCRETE BEAM (TIE BEAM) UMTH (4) 5 REiiFORCiNG
BARS (2 -5 Tapp 4 2 -5 Bottom Continuous), PROVIDE (4) 43 TIES • 12" OZ. AT CORNERS AT EACH
BEND AND 0 48' THROUGHOUT ELSEWHERE.
GSNIMM IM SMAM 4 'rMiNFORCING Noorr;s:
1. AFF. ■ ABOVE FINISH FLOOR / TOP OF SLAB (TA,.,) REFERENCED DATUM (ELEVATION: 0' -011)
2, ALL TIE BEAM REINFORCING TO BE CONTINUOUS. CONTINUITY OF THE REINFORCING iN STRiGHT
RUNS SHALL BE PROVIDED BY LAPPING SPLICES NOT LESS THAN 18 ". PROVIDE CONTUNITY AT
GONERS BY BENDING TWO (2) BARS FROM EACH DIRECTION AROUND CORNERS 30" OR BY
ADDING TWO (2) 5 BENT BARS WICH EXTEND 30" EACH WAY FROM C Fa,!ERS. AT COLUMNS
CONTINUITY SHALL BE PROVIDED BY CONTINUING HORIZONTAL REINFORCING THROUGH THE�t
COLUMNS OR BY BENDING HORIZONTAL REINFORCEMENT IN THE COLUMNS A DISTANCE OF IV",
PER F.B.C. 2104.2 (C) (3).
i'' 3. STIRRUPS AT THE TIE BEAM SHALL BE 43 TIES, FOUR (4) • 1211 O.C. AT CORNERS AT EACH BEND
o AND AT ENDS, AND AT 48" OZ. ELSEWHERE. PER F,B.G. 2104.2 (C) (2).
4. NO. 5 VERTICAL REINFORCING BARS SHALL BE PLACED IN 2500 PS.1 (MIND CONCRETE FILLED
CELLS AND SHALL EXTEND INTO FOOTINGS AND TIE BEAMS. ALL SUCH BARS SHALL BE
12 CONTINUOUS FROM FOOTING TO TiE BEAM. ALL SPLICES, WERE NEEDED, SHALL BE 30" MINIMUM
N AS PER F.B.C. 21042 (B) (1) (BB).
v 5. STANDARD 9 -GAUGE TRUSS TYPE HORIZONTAL JOINT R.EiNFORCING SHALL BE PROVIDED AT
EVERY SECOND COURSE (16" O.G. VERTICALLY) FOR ALL EXTERIOR CM.U. WALLS. EXTEND
REINFORCING 4" INTO COLUMNS AS PER F.B.C. 2104) (F).
6, LINTELS TO BE INTEGRAL WiTH THE TIE BEAM UNLESS NOTED OTHERWISE. DROP THE BOTTOM OF
° TlE BEAM OVER DOORS AND WINDOWS MASONARY OPENINGS. WHERE TIE BEAM DROPS 8" OR
MORE, ADD TW0 (2) ADDITIONAL S AT BOTTOM. AT SPANS GREATER THAN 6 FEET, PROVIDE 43
TiE • 8" O.C. PRE -CAST AND /OR NON - INTEGRAL LINTELS SHALL BE A MINIMUM OF 8 INCHES
v DEEP WITH 2 04 TOP AND BOTTOM AT SPANS LESS THAN 6 FEET, AND SPANS GREATER THAN 6
�1 FEET TO BE A MINIMUM 12 INCHES DEEP WITH (2) 5 TOP AND BOTTOM WITH A MINIMUM 8 INCHES
0 BEARING ON EACH SIDE.
i
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BOTTOM BAR
HOOPS OR STIRRtPB
SPACED FROM SUPPORT
FACE AS SCHEDULED
maim
-'E' BAR
TOP BARE! EXTEND TO 14' POINT OF ADJACENT SPAND UNLESS NOTED OTHERWISE.
TOP BARB CALLED FOR AS CONTINUOUS, WHEN SPLICM, SHALL BE SPLICED IN THE MIDDLE THIRD OF THE SPAN.
'C' BAR ARE TOP BARS AT NON - CONTINUO IUS ENDS.
To BAR ARE TOP BARS OVER INTERIOR SUPPORTS.
ITEM FASTENER / SIZE METHOD SPACING -s: REMAFRK5
WALL SHEATHING TO STRUCTURAL 0.131 X 21/2" 8d NAIL W/ POWER 611 Or- 0 PANEL EDGES
FIELD 4 O.C. •CORNER HAND NAILING AS
,
WOOD - UP TO s /a" THICKNESS FULL HEAD DRIVEN SUDS SPECIFIED ON DRAWINGS
FLOOR SHEATHING TO STRUCTURAL 0.131 X 21/2" 8d NAIL W/ POWER 6" O.C. • PANEL EDGES HAND NAILING AS
WOOD - UP TO a /{" THICKNESS FULL HEAD DRIVEN AND FIELD SPECIFIED ON DRAWINGS
ROOF 4 GABLE END SHEATHING TO 6" O.C. at PANEL EDGES 4
STRUCTURAL WOOD - UP TO No" 0.131 X 21/2" Bd NAIL W/ POWER FiELD, 4" O.G. • GABLE ENDS HAND NAILING AS
THICKNESS FULL HEAD DRIVEN 4 STRUCTURAL FASCIA SPECIFIED ON DRAWINGS
AROUND ROOF PERIMETER
1" X 2" WOOD FURRING 0.099 X Na" ROUND NAIL POWER 12" O.G. HAND NAILING W/ GUT
DRIVEN NAILS • 16 O.C.
GYPSUM WALLBOARD SHEATHING °(a - 11/4" TYPE W OR S SCREW GUN 8" O.C. • PANEL EDGES
TO METAL STUD FRAMING SCREWS DRIVEN 12" O.C. • FIELD
WOOD BUCKS FOR EXTERIOR 0.145 X 11/2" FOR 3/{" THICK POWER 12" O.G. FOR ALL
ODOR WINDOW OR SLIDING
GLASS DOORS 0,145 X 21/2" FOR 11/2" THICK DRIVEN APPLICATIONS
SiLL 4 TOP PLATE TO CONCRETE HAND 24" O.C. W/ MIN.
AT INTERIOR BEARING 4 1/211 A ANCHOR BOLTS INSTALLED 1" EMBEDMENT
EXTERIOR WALLS
2" X STRUCTURAL FASCIA AT 16d GALVANIZED NAIL HAND 2 • 2' X 4" OVERHANG
ROOF OVERHANG NAILED 3 • 2' X 6" TOP CHORD
MAX. b" O,G. AT SIDE LAPS
SECURED TO SUPPORTS, 9'
WIRE LATH 0.131 X 1112" 8d NAIL W! POWER O.G. • LAPS BETWEEN
FULL HEAD DRIVEN SUPPORTS AND 4" O.G. AT
RIBS OF STUCCOED
OVERHANG SOFFITS
ROOF DRIP EDGE 11 Ga. X 3/40 SMOOTH SHANK 12 HAND 4" O.G. ON It THRU
Ga. X 3 /4" RiNG SHANK DRIVEN DRIP EDGE
1" X 3" WOOD FURRING UNDER AND HAND
1" X 4" WOOD BRACING ON TOP OF 8d NAIL DR �N 2 • EACH INTERSECTION
TRUSS BOTTOM CHORDS
PASMENWR NOTES:
I. HAND NAILING MAY BE USED IN LIEU OF POWER DRIVEN FASTENERS.
2. STAPLES SHALL NOT BE USED FOR THE ATTACHMENT OF UNDERLAYMENT, ANCHOR SHEET, CEMENT
TILES OR TIN CAPS, STAPLES SHALL NOT BE USED FOR THE ATTACHMENT OF ROOF SHEATHING TO
ROOF FRAMING MEMBERS.
3. FASTENING OF GARAGE DOORS, WINDOWS, AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL
BE AS PER MANFACTURER's SPECIFICATIONS.
4. ALL FASCIA MATERIAL SHALL BE HAND FRAMED.
SHAM H M IGH T LMG8N0:
NEW CONCREM BEAM / TIE BEAM. TOP
OF BEAM ELEVATION: t 8' -4" AFF.
(MATCH EXISTING)
- ' EXISTING CONCRETE BEAM / TIE BEAM.
TOP OF BEAM ELEVATION: t 8' -4" AFF.
(VERIFY iN FIELD)
NEW SLOPED/RAKED CONCRETE BEAM !
TIE BEAM. TOP OF BEAM ELEVATION:
VARIES AFF. (SEE BLDG. ELEVATIONS)
DESIGN ROOF LOADS
ROOF LIVE LOAD (L.L.) 30 Par-.
ROOF DEAD LOAD (DL-) 20 Par-.
NOTE:
ALL WINDS LOADS ARE TAKEN a 1I6 mph
EXPOSURE "C ". WITH A RiSK CATEGORY OF 11.
AS PER THE "FLORIDA BUILDING CODE" (FBC)
2010 EDITION.
ROOFING COMPONENTS WIND NET UPLIFT
(NET UPLIFT IN PSF)
ROOF COMPONENTS zoNE 1D zoNE zoNE
ROOFING 40B PSF 650 PSF 1023 PSF
R.4FTER JOiST 39.1 PSF 58.4 PSF 1111 PSF
RAFTER BEAM 31.1 PSF 48.4 PSF 54.e PSF
1. ABOVE DEAD LOAD REDUCTION INCLUDES
DEAD LOAD OF COMPONENTS. NO ADDITIONAL
DEAD LOAD REDUCTION iS ALLOWED AT
LOCATIONS.
2.
NET UPLIFT AT RAFTER BEARING IN 600 1_13S.
3.
NET UPLIFT AT CANTELIVER IN 538 LBS.
CONCRETE ROOF SEAM /
ROOF SLAS
CONSTRUCTION JOINT
(2) SETS OF TiES
COLUMN BARS
(AS SCHEDULED)
AT ROOF / T i E SEAM
CONCRETE SLAB --' � 0-(2) SETS OF TIES
GENERAI, POUNDATION NOTES:
1. NEW CONCRETE FOOTINGS HAVE BEEN
DESIGNED FOR AN ASSUMED 2000 P3F.
SOIL BEARING CAPACITY BASED UPON
VISUAL INSPECTION SHOWING UNDISTURBED
LIMEROr"...K AT OR JUST BELOW GRADE.
GENERAL CONTRACTOR / BUILDER / OWNER
TO FIELD VERIFY AND NOTIFY ARCHITECT IN
WRITING IF SOIL AND /OR FOUNDATION ARE
DIFFERENT THAN THOSE UPON WHICH THE
DESIGN iS BASED.
2. CLEAR AND GRUB NEW CONSTRUCTION
AND /OR BUILDING ADDITION AREA OF ALL
SURFACE VEGETATION AND TOP SOIL DOWN
j TO VIRGIN LIMEROCK. FOUNDATION MUST
BEAR ON UNDISTURBED LIMEROCK.
MLUMID ING NO'fi Sf
L PROVIDE ALL NEW PLUMBING FIXTURES
AND ACCESSORIES AND FURNISH ALL
LABOR, MATERIALS, AND EQUIPMENT
SHOWN OR INDICATED ON THE DRAWINGS
FOR A COMPLETE PLUMBING SYSTEM iN
ACCORDANCE WiTH THESE DRAWINGS,
GOVERNING AGENCIES AND THE
FLORIDA BUILDING CODE (2 10 Edition).
2, CONTRACTOR SHALL PAY FOR ALL
PERMITS, FEES AND TESTING.
3. COORDINATE PLUMBING WORK WiTH ALL
TRADES iN ORDER TO AVOID
CONFLICTS.
4, CONTRACTOR iS TO VERIFY THE EXACT
LOCATION OF ALL EQUIPMENT PRIOR To
ROUGH -IN.
5. ALL SANITARY WASTE, VENT PIPES, AND
FITTINGS TO BE CAST IRON OR PVC AS
PERMITTED BY CODE.
6. PROVIDE COMPLETE ACCESS TO ALL
SYSTEMS. LOCATE CLEAN -OUTS ON
WALLS AND /OR FLOORS AS NECESSARY
FOR ACCESS AND EASE of USE,
PROVIDE ACCESS PANELS WHERE
NECESSARY FOR THE WATER
DISTRIBUTION SYSTEM.
1. PROVIDE LEAD FLASHING, AS REQUIRED,
AT ALL ROOF PENETRATIONS.
g, HOT AND COLD WATER LINES TO BE
COPPER (ASTM 5 -88) USING TYPE "K"
FOR UNDERGROUND AND TYPE i'LI1
ABOVE GROUND. PROVIDE
DI- ELECTRIC COUPLINGS, AS REQUIRED,
FOR CONNECTION TO DIFFERENT
MATERIALS, SHUT -OFF VALVES AT
FIXTURES AND EQUIPMENTS REQUIRING
WATER SUPPLY.
9 INSULATE ALL HOT WATER LINES WiTH 1/211
SELF- SEALING FiBERGLASS UNIVERSAL
JACKET OR FOAM.
10. ALL UNDERGROUND WATER LINES SHALL
BE FULLY SLEEVED.
IL COPPER PiPiNG TO BE ISOLATED FROM
CONTACT WiTH OTHER METALS OR
MASONRY.
12. PLUMBING PIPING TO BE ACOUSTICALLY
ISOLATED OR WRAPPED TO PREVENT
THE TRANSMISSION OF SOUND INTO THE
BUILDING.
13. ALL NEW PLUMBING FIXTURES SHALL
COMPLY WITH THE MAXIMUM FLOW RATES
AND CONSlMPTiON FOR PLUMBING
FIXTURES AND FIXTURE FITTINGS AS PER
TABLE 604,4 (MC 2010).
- All lavatory faucets shall provide a
maximum flow rate of 22 gpm 0 60 psi
- All Shower heads shall provide a
maximum flow rate of 25 gpm a S0 pet
- All Sink Faucets Shall provide a
maximum flow rate of 22 gpm 0 60 pat
- All Water Closets ehall provide a
maximum flow rate of 1:6 gallons per
flushing cycle
EXISTING RESIDENCE,
r.
EXISTING CONCIMTE
SLAB W/. CONTINUOUS
THICKENW EDGE.
LINE OF EXISTING
CONCRETE FOOTING
(TYPICAL). I
ACE OF / LINE OF _
EXISTW.x RESIDENCE
EXTERIOR WALL _ I
PROFILE (TYPICAL). I
♦ r� •
5C,AL- E_ : 1/4" 1 1 - is I
V W.(4)055 Ai48
03 TIES 08'% AND
(TYPICAL). Ul
i E
�_Lm OF EXISTING
I CONCRETE FOOTING
(TYPICAL). d)
�FACE OF / LINE OF Z
EXiSTING RESIDENCE
EXTERIOR WALL.
I PROFILE (TYPICAL).
Ul
2" V.T.R. � I
EXIST'G
2" V.T.R. �1 1
2" V.T.R. �' i NEW REMODEL
1 . . POWDER Rri KITCHEN
� SINK
I I
.001,��211 RE VENT 2" RE VENT 2- WAY D 15P.
LAY. C.O. SiNK
I
°,<-2" REVENT e ° � 1 311 0 DUI. 2.0
I \ W.C. G.O. �. �' 14 fug 2110
G.O.
,. / 311 0 4 fu
LAV. ,, 4 "ru 4 fu NEW
sHWR UTILITY RM. 4110
LAV. Gp I SHUP, 1 3t. 0 6 fu
W.G. 1 9 fu
211 0 W.C. 2110 3t10 2 110 L. / WASHER
REMODEL 6 f„ 311 0 3110 2 fu 4
EXIST. 10 fu LAV 10 fu
� C.O.
., --, 3110 M. BATH
EXIST'C ` fu 6 flu 0 LAV:
BATH *` 1 ., 1 NOTE
G.O. 1. ALL 2 "0 AND SMALLER SANITARY j,",%
4 "0 2110 SEWER LINES SLOPE v 1/4 "/ FT. (MIN.)
i
2- WAY G.O. is fu 41 2. ALL 3 "4P AND LARGER SANITARY
4" 1110 u SEWER LINES SLOPE e 1 /b"/ FT, (MAIN,) n
ro 3. SAW -CUT EXISTING FLOOR SLAB{AS
REQUIRED TO ACCOMMODATE NEW ' , . ,
- EXISTING 4110 SANITARY SEWER MAIN PLUMBING SCOPE OF WORK (SEE
SLOPE IT )/a "/ FT. (MIN) TO EXISTING REMODEL FLOOR PLAN LAYOUT)
SEPTIC TANK AND PATCH /iNFiLL FLOOR SLAB AS
REQUIRED TO MATCH EXISTING.
N4TG:
ONLY NEW OR RELOCATED PLUMBING WORK AND /OR MODIFICATIONS UNDER THiS SCOPE OF WORK/PERMIT ARE
INDICATED ON THIS DRAWING. ALL OTHER PLUMBING INDICATED ON DRAWING iS EXISTING AND IS TO REMAIN
UNDISTURBED! (SHOWN - DASHED - FOR REFERENCE AND CONTEXT /CLARITY ONLY)
�4 1TYP. GONG. COLUMN < FOOTING DETAIL SANITARY RISER DIAGRI:M
SCALE- N.T.S. �C� 3.l scare: N.rs.
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oz
NUMBER DATE ITEM
SHEET TITLE:
FOUNDA11ON AND
SCHEDULE ROOF FRAMING
PLANS /
NOTES i DETAILS
SCALE:
DATE:
06 -13 -2013
JOB NUMBER:
2013 -0531
SHEET NUMBER:
I A
M).0
OF 1 SHEETS
ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS
INDICATED OR REPRESENTED BY THIS DRAWING ARE
OWNER AND THE PROPERTY OF THIS OFFICE. AND WERE
CREATED, EVOLVED, AND DEVELOPED FOR USE ON, AND IN
CONNECTION WITH THE SPECIFIED PROTECT. NONE OF SUCH
IDEAS, DESIGNS, ARRANGMENTS, AND PLANS SHALL BE
USED BY, OR DISCLOSED TO ANY PERSON, FIRM OR
CORPORATION FOR ANY PURPOSE WITHOUT WRITTEN
Tlrl) TCCrlM(WV[ °iTIT a,,&D"v AnrtITTCrT rvCnvnrin 1TT'R
JOIST
(match was a g V
PRO)ADE, SIMPSON STRONG TI
TRUSS/RAFTER HURRICANE S
414116 W/ (2) 10d x iii" GALVANI �
NAILS • RAFTERS 4 (6) 1/40 x 2 {' (}
TITENj5OL TS •
A L/
TIE BEAM. PROVIDE CONTINUOUS
ANCHORAGE AS PER F.13ja (Latest (D
Edrtion). SEE WALL SECTION FOR
FURTHER CLARIFICATION,
NET U10ILPT • O&ANINS IN 6W L.DQ
- k__--LINE OF EXISTING ROOF Z
OVERHANG (TYPICAL).
FACE OF / LINE OF EXISTING x
RESIDENCE EXTERIOR WALL
t'R10FILE (TYPICAL).
I
•' 3.1i/ � �....." Y'�t � � = i / �T' I 1 � t I � ,/71 I I
CONC INTO TIM erzAm
NEW 6t1 W. x 12" D. (MINIMUM) x CONTINUOUS CONCRETE BEAM (TIE BEAM) UMTH (4) 5 REiiFORCiNG
BARS (2 -5 Tapp 4 2 -5 Bottom Continuous), PROVIDE (4) 43 TIES • 12" OZ. AT CORNERS AT EACH
BEND AND 0 48' THROUGHOUT ELSEWHERE.
GSNIMM IM SMAM 4 'rMiNFORCING Noorr;s:
1. AFF. ■ ABOVE FINISH FLOOR / TOP OF SLAB (TA,.,) REFERENCED DATUM (ELEVATION: 0' -011)
2, ALL TIE BEAM REINFORCING TO BE CONTINUOUS. CONTINUITY OF THE REINFORCING iN STRiGHT
RUNS SHALL BE PROVIDED BY LAPPING SPLICES NOT LESS THAN 18 ". PROVIDE CONTUNITY AT
GONERS BY BENDING TWO (2) BARS FROM EACH DIRECTION AROUND CORNERS 30" OR BY
ADDING TWO (2) 5 BENT BARS WICH EXTEND 30" EACH WAY FROM C Fa,!ERS. AT COLUMNS
CONTINUITY SHALL BE PROVIDED BY CONTINUING HORIZONTAL REINFORCING THROUGH THE�t
COLUMNS OR BY BENDING HORIZONTAL REINFORCEMENT IN THE COLUMNS A DISTANCE OF IV",
PER F.B.C. 2104.2 (C) (3).
i'' 3. STIRRUPS AT THE TIE BEAM SHALL BE 43 TIES, FOUR (4) • 1211 O.C. AT CORNERS AT EACH BEND
o AND AT ENDS, AND AT 48" OZ. ELSEWHERE. PER F,B.G. 2104.2 (C) (2).
4. NO. 5 VERTICAL REINFORCING BARS SHALL BE PLACED IN 2500 PS.1 (MIND CONCRETE FILLED
CELLS AND SHALL EXTEND INTO FOOTINGS AND TIE BEAMS. ALL SUCH BARS SHALL BE
12 CONTINUOUS FROM FOOTING TO TiE BEAM. ALL SPLICES, WERE NEEDED, SHALL BE 30" MINIMUM
N AS PER F.B.C. 21042 (B) (1) (BB).
v 5. STANDARD 9 -GAUGE TRUSS TYPE HORIZONTAL JOINT R.EiNFORCING SHALL BE PROVIDED AT
EVERY SECOND COURSE (16" O.G. VERTICALLY) FOR ALL EXTERIOR CM.U. WALLS. EXTEND
REINFORCING 4" INTO COLUMNS AS PER F.B.C. 2104) (F).
6, LINTELS TO BE INTEGRAL WiTH THE TIE BEAM UNLESS NOTED OTHERWISE. DROP THE BOTTOM OF
° TlE BEAM OVER DOORS AND WINDOWS MASONARY OPENINGS. WHERE TIE BEAM DROPS 8" OR
MORE, ADD TW0 (2) ADDITIONAL S AT BOTTOM. AT SPANS GREATER THAN 6 FEET, PROVIDE 43
TiE • 8" O.C. PRE -CAST AND /OR NON - INTEGRAL LINTELS SHALL BE A MINIMUM OF 8 INCHES
v DEEP WITH 2 04 TOP AND BOTTOM AT SPANS LESS THAN 6 FEET, AND SPANS GREATER THAN 6
�1 FEET TO BE A MINIMUM 12 INCHES DEEP WITH (2) 5 TOP AND BOTTOM WITH A MINIMUM 8 INCHES
0 BEARING ON EACH SIDE.
i
a
"Co BAR (END) 1/4 6-1 1/4 S -1: I -2 1/4 S-2--_" E � ,--TOP BAR HI/4T-OP aAR F f --'E' BAR
�I-
I
r2
0
CV
a
0
z
6
C
v
v
t
BOTTOM BAR
HOOPS OR STIRRtPB
SPACED FROM SUPPORT
FACE AS SCHEDULED
maim
-'E' BAR
TOP BARE! EXTEND TO 14' POINT OF ADJACENT SPAND UNLESS NOTED OTHERWISE.
TOP BARB CALLED FOR AS CONTINUOUS, WHEN SPLICM, SHALL BE SPLICED IN THE MIDDLE THIRD OF THE SPAN.
'C' BAR ARE TOP BARS AT NON - CONTINUO IUS ENDS.
To BAR ARE TOP BARS OVER INTERIOR SUPPORTS.
ITEM FASTENER / SIZE METHOD SPACING -s: REMAFRK5
WALL SHEATHING TO STRUCTURAL 0.131 X 21/2" 8d NAIL W/ POWER 611 Or- 0 PANEL EDGES
FIELD 4 O.C. •CORNER HAND NAILING AS
,
WOOD - UP TO s /a" THICKNESS FULL HEAD DRIVEN SUDS SPECIFIED ON DRAWINGS
FLOOR SHEATHING TO STRUCTURAL 0.131 X 21/2" 8d NAIL W/ POWER 6" O.C. • PANEL EDGES HAND NAILING AS
WOOD - UP TO a /{" THICKNESS FULL HEAD DRIVEN AND FIELD SPECIFIED ON DRAWINGS
ROOF 4 GABLE END SHEATHING TO 6" O.C. at PANEL EDGES 4
STRUCTURAL WOOD - UP TO No" 0.131 X 21/2" Bd NAIL W/ POWER FiELD, 4" O.G. • GABLE ENDS HAND NAILING AS
THICKNESS FULL HEAD DRIVEN 4 STRUCTURAL FASCIA SPECIFIED ON DRAWINGS
AROUND ROOF PERIMETER
1" X 2" WOOD FURRING 0.099 X Na" ROUND NAIL POWER 12" O.G. HAND NAILING W/ GUT
DRIVEN NAILS • 16 O.C.
GYPSUM WALLBOARD SHEATHING °(a - 11/4" TYPE W OR S SCREW GUN 8" O.C. • PANEL EDGES
TO METAL STUD FRAMING SCREWS DRIVEN 12" O.C. • FIELD
WOOD BUCKS FOR EXTERIOR 0.145 X 11/2" FOR 3/{" THICK POWER 12" O.G. FOR ALL
ODOR WINDOW OR SLIDING
GLASS DOORS 0,145 X 21/2" FOR 11/2" THICK DRIVEN APPLICATIONS
SiLL 4 TOP PLATE TO CONCRETE HAND 24" O.C. W/ MIN.
AT INTERIOR BEARING 4 1/211 A ANCHOR BOLTS INSTALLED 1" EMBEDMENT
EXTERIOR WALLS
2" X STRUCTURAL FASCIA AT 16d GALVANIZED NAIL HAND 2 • 2' X 4" OVERHANG
ROOF OVERHANG NAILED 3 • 2' X 6" TOP CHORD
MAX. b" O,G. AT SIDE LAPS
SECURED TO SUPPORTS, 9'
WIRE LATH 0.131 X 1112" 8d NAIL W! POWER O.G. • LAPS BETWEEN
FULL HEAD DRIVEN SUPPORTS AND 4" O.G. AT
RIBS OF STUCCOED
OVERHANG SOFFITS
ROOF DRIP EDGE 11 Ga. X 3/40 SMOOTH SHANK 12 HAND 4" O.G. ON It THRU
Ga. X 3 /4" RiNG SHANK DRIVEN DRIP EDGE
1" X 3" WOOD FURRING UNDER AND HAND
1" X 4" WOOD BRACING ON TOP OF 8d NAIL DR �N 2 • EACH INTERSECTION
TRUSS BOTTOM CHORDS
PASMENWR NOTES:
I. HAND NAILING MAY BE USED IN LIEU OF POWER DRIVEN FASTENERS.
2. STAPLES SHALL NOT BE USED FOR THE ATTACHMENT OF UNDERLAYMENT, ANCHOR SHEET, CEMENT
TILES OR TIN CAPS, STAPLES SHALL NOT BE USED FOR THE ATTACHMENT OF ROOF SHEATHING TO
ROOF FRAMING MEMBERS.
3. FASTENING OF GARAGE DOORS, WINDOWS, AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL
BE AS PER MANFACTURER's SPECIFICATIONS.
4. ALL FASCIA MATERIAL SHALL BE HAND FRAMED.
SHAM H M IGH T LMG8N0:
NEW CONCREM BEAM / TIE BEAM. TOP
OF BEAM ELEVATION: t 8' -4" AFF.
(MATCH EXISTING)
- ' EXISTING CONCRETE BEAM / TIE BEAM.
TOP OF BEAM ELEVATION: t 8' -4" AFF.
(VERIFY iN FIELD)
NEW SLOPED/RAKED CONCRETE BEAM !
TIE BEAM. TOP OF BEAM ELEVATION:
VARIES AFF. (SEE BLDG. ELEVATIONS)
DESIGN ROOF LOADS
ROOF LIVE LOAD (L.L.) 30 Par-.
ROOF DEAD LOAD (DL-) 20 Par-.
NOTE:
ALL WINDS LOADS ARE TAKEN a 1I6 mph
EXPOSURE "C ". WITH A RiSK CATEGORY OF 11.
AS PER THE "FLORIDA BUILDING CODE" (FBC)
2010 EDITION.
ROOFING COMPONENTS WIND NET UPLIFT
(NET UPLIFT IN PSF)
ROOF COMPONENTS zoNE 1D zoNE zoNE
ROOFING 40B PSF 650 PSF 1023 PSF
R.4FTER JOiST 39.1 PSF 58.4 PSF 1111 PSF
RAFTER BEAM 31.1 PSF 48.4 PSF 54.e PSF
1. ABOVE DEAD LOAD REDUCTION INCLUDES
DEAD LOAD OF COMPONENTS. NO ADDITIONAL
DEAD LOAD REDUCTION iS ALLOWED AT
LOCATIONS.
2.
NET UPLIFT AT RAFTER BEARING IN 600 1_13S.
3.
NET UPLIFT AT CANTELIVER IN 538 LBS.
CONCRETE ROOF SEAM /
ROOF SLAS
CONSTRUCTION JOINT
(2) SETS OF TiES
COLUMN BARS
(AS SCHEDULED)
AT ROOF / T i E SEAM
CONCRETE SLAB --' � 0-(2) SETS OF TIES
GENERAI, POUNDATION NOTES:
1. NEW CONCRETE FOOTINGS HAVE BEEN
DESIGNED FOR AN ASSUMED 2000 P3F.
SOIL BEARING CAPACITY BASED UPON
VISUAL INSPECTION SHOWING UNDISTURBED
LIMEROr"...K AT OR JUST BELOW GRADE.
GENERAL CONTRACTOR / BUILDER / OWNER
TO FIELD VERIFY AND NOTIFY ARCHITECT IN
WRITING IF SOIL AND /OR FOUNDATION ARE
DIFFERENT THAN THOSE UPON WHICH THE
DESIGN iS BASED.
2. CLEAR AND GRUB NEW CONSTRUCTION
AND /OR BUILDING ADDITION AREA OF ALL
SURFACE VEGETATION AND TOP SOIL DOWN
j TO VIRGIN LIMEROCK. FOUNDATION MUST
BEAR ON UNDISTURBED LIMEROCK.
MLUMID ING NO'fi Sf
L PROVIDE ALL NEW PLUMBING FIXTURES
AND ACCESSORIES AND FURNISH ALL
LABOR, MATERIALS, AND EQUIPMENT
SHOWN OR INDICATED ON THE DRAWINGS
FOR A COMPLETE PLUMBING SYSTEM iN
ACCORDANCE WiTH THESE DRAWINGS,
GOVERNING AGENCIES AND THE
FLORIDA BUILDING CODE (2 10 Edition).
2, CONTRACTOR SHALL PAY FOR ALL
PERMITS, FEES AND TESTING.
3. COORDINATE PLUMBING WORK WiTH ALL
TRADES iN ORDER TO AVOID
CONFLICTS.
4, CONTRACTOR iS TO VERIFY THE EXACT
LOCATION OF ALL EQUIPMENT PRIOR To
ROUGH -IN.
5. ALL SANITARY WASTE, VENT PIPES, AND
FITTINGS TO BE CAST IRON OR PVC AS
PERMITTED BY CODE.
6. PROVIDE COMPLETE ACCESS TO ALL
SYSTEMS. LOCATE CLEAN -OUTS ON
WALLS AND /OR FLOORS AS NECESSARY
FOR ACCESS AND EASE of USE,
PROVIDE ACCESS PANELS WHERE
NECESSARY FOR THE WATER
DISTRIBUTION SYSTEM.
1. PROVIDE LEAD FLASHING, AS REQUIRED,
AT ALL ROOF PENETRATIONS.
g, HOT AND COLD WATER LINES TO BE
COPPER (ASTM 5 -88) USING TYPE "K"
FOR UNDERGROUND AND TYPE i'LI1
ABOVE GROUND. PROVIDE
DI- ELECTRIC COUPLINGS, AS REQUIRED,
FOR CONNECTION TO DIFFERENT
MATERIALS, SHUT -OFF VALVES AT
FIXTURES AND EQUIPMENTS REQUIRING
WATER SUPPLY.
9 INSULATE ALL HOT WATER LINES WiTH 1/211
SELF- SEALING FiBERGLASS UNIVERSAL
JACKET OR FOAM.
10. ALL UNDERGROUND WATER LINES SHALL
BE FULLY SLEEVED.
IL COPPER PiPiNG TO BE ISOLATED FROM
CONTACT WiTH OTHER METALS OR
MASONRY.
12. PLUMBING PIPING TO BE ACOUSTICALLY
ISOLATED OR WRAPPED TO PREVENT
THE TRANSMISSION OF SOUND INTO THE
BUILDING.
13. ALL NEW PLUMBING FIXTURES SHALL
COMPLY WITH THE MAXIMUM FLOW RATES
AND CONSlMPTiON FOR PLUMBING
FIXTURES AND FIXTURE FITTINGS AS PER
TABLE 604,4 (MC 2010).
- All lavatory faucets shall provide a
maximum flow rate of 22 gpm 0 60 psi
- All Shower heads shall provide a
maximum flow rate of 25 gpm a S0 pet
- All Sink Faucets Shall provide a
maximum flow rate of 22 gpm 0 60 pat
- All Water Closets ehall provide a
maximum flow rate of 1:6 gallons per
flushing cycle
EXISTING RESIDENCE,
r.
EXISTING CONCIMTE
SLAB W/. CONTINUOUS
THICKENW EDGE.
LINE OF EXISTING
CONCRETE FOOTING
(TYPICAL). I
ACE OF / LINE OF _
EXISTW.x RESIDENCE
EXTERIOR WALL _ I
PROFILE (TYPICAL). I
♦ r� •
5C,AL- E_ : 1/4" 1 1 - is I
V W.(4)055 Ai48
03 TIES 08'% AND
(TYPICAL). Ul
i E
�_Lm OF EXISTING
I CONCRETE FOOTING
(TYPICAL). d)
�FACE OF / LINE OF Z
EXiSTING RESIDENCE
EXTERIOR WALL.
I PROFILE (TYPICAL).
Ul
2" V.T.R. � I
EXIST'G
2" V.T.R. �1 1
2" V.T.R. �' i NEW REMODEL
1 . . POWDER Rri KITCHEN
� SINK
I I
.001,��211 RE VENT 2" RE VENT 2- WAY D 15P.
LAY. C.O. SiNK
I
°,<-2" REVENT e ° � 1 311 0 DUI. 2.0
I \ W.C. G.O. �. �' 14 fug 2110
G.O.
,. / 311 0 4 fu
LAV. ,, 4 "ru 4 fu NEW
sHWR UTILITY RM. 4110
LAV. Gp I SHUP, 1 3t. 0 6 fu
W.G. 1 9 fu
211 0 W.C. 2110 3t10 2 110 L. / WASHER
REMODEL 6 f„ 311 0 3110 2 fu 4
EXIST. 10 fu LAV 10 fu
� C.O.
., --, 3110 M. BATH
EXIST'C ` fu 6 flu 0 LAV:
BATH *` 1 ., 1 NOTE
G.O. 1. ALL 2 "0 AND SMALLER SANITARY j,",%
4 "0 2110 SEWER LINES SLOPE v 1/4 "/ FT. (MIN.)
i
2- WAY G.O. is fu 41 2. ALL 3 "4P AND LARGER SANITARY
4" 1110 u SEWER LINES SLOPE e 1 /b"/ FT, (MAIN,) n
ro 3. SAW -CUT EXISTING FLOOR SLAB{AS
REQUIRED TO ACCOMMODATE NEW ' , . ,
- EXISTING 4110 SANITARY SEWER MAIN PLUMBING SCOPE OF WORK (SEE
SLOPE IT )/a "/ FT. (MIN) TO EXISTING REMODEL FLOOR PLAN LAYOUT)
SEPTIC TANK AND PATCH /iNFiLL FLOOR SLAB AS
REQUIRED TO MATCH EXISTING.
N4TG:
ONLY NEW OR RELOCATED PLUMBING WORK AND /OR MODIFICATIONS UNDER THiS SCOPE OF WORK/PERMIT ARE
INDICATED ON THIS DRAWING. ALL OTHER PLUMBING INDICATED ON DRAWING iS EXISTING AND IS TO REMAIN
UNDISTURBED! (SHOWN - DASHED - FOR REFERENCE AND CONTEXT /CLARITY ONLY)
�4 1TYP. GONG. COLUMN < FOOTING DETAIL SANITARY RISER DIAGRI:M
SCALE- N.T.S. �C� 3.l scare: N.rs.
i
U.
•
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a •
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i
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00 �
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•.
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LO
a
1
i
•
0 -
•
i
X
0
W
0
oz
NUMBER DATE ITEM
SHEET TITLE:
FOUNDA11ON AND
SCHEDULE ROOF FRAMING
PLANS /
NOTES i DETAILS
SCALE:
DATE:
06 -13 -2013
JOB NUMBER:
2013 -0531
SHEET NUMBER:
I A
M).0
OF 1 SHEETS
ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS
INDICATED OR REPRESENTED BY THIS DRAWING ARE
OWNER AND THE PROPERTY OF THIS OFFICE. AND WERE
CREATED, EVOLVED, AND DEVELOPED FOR USE ON, AND IN
CONNECTION WITH THE SPECIFIED PROTECT. NONE OF SUCH
IDEAS, DESIGNS, ARRANGMENTS, AND PLANS SHALL BE
USED BY, OR DISCLOSED TO ANY PERSON, FIRM OR
CORPORATION FOR ANY PURPOSE WITHOUT WRITTEN
Tlrl) TCCrlM(WV[ °iTIT a,,&D"v AnrtITTCrT rvCnvnrin 1TT'R
SHAM H M IGH T LMG8N0:
NEW CONCREM BEAM / TIE BEAM. TOP
OF BEAM ELEVATION: t 8' -4" AFF.
(MATCH EXISTING)
- ' EXISTING CONCRETE BEAM / TIE BEAM.
TOP OF BEAM ELEVATION: t 8' -4" AFF.
(VERIFY iN FIELD)
NEW SLOPED/RAKED CONCRETE BEAM !
TIE BEAM. TOP OF BEAM ELEVATION:
VARIES AFF. (SEE BLDG. ELEVATIONS)
DESIGN ROOF LOADS
ROOF LIVE LOAD (L.L.) 30 Par-.
ROOF DEAD LOAD (DL-) 20 Par-.
NOTE:
ALL WINDS LOADS ARE TAKEN a 1I6 mph
EXPOSURE "C ". WITH A RiSK CATEGORY OF 11.
AS PER THE "FLORIDA BUILDING CODE" (FBC)
2010 EDITION.
ROOFING COMPONENTS WIND NET UPLIFT
(NET UPLIFT IN PSF)
ROOF COMPONENTS zoNE 1D zoNE zoNE
ROOFING 40B PSF 650 PSF 1023 PSF
R.4FTER JOiST 39.1 PSF 58.4 PSF 1111 PSF
RAFTER BEAM 31.1 PSF 48.4 PSF 54.e PSF
1. ABOVE DEAD LOAD REDUCTION INCLUDES
DEAD LOAD OF COMPONENTS. NO ADDITIONAL
DEAD LOAD REDUCTION iS ALLOWED AT
LOCATIONS.
2.
NET UPLIFT AT RAFTER BEARING IN 600 1_13S.
3.
NET UPLIFT AT CANTELIVER IN 538 LBS.
CONCRETE ROOF SEAM /
ROOF SLAS
CONSTRUCTION JOINT
(2) SETS OF TiES
COLUMN BARS
(AS SCHEDULED)
AT ROOF / T i E SEAM
CONCRETE SLAB --' � 0-(2) SETS OF TIES
GENERAI, POUNDATION NOTES:
1. NEW CONCRETE FOOTINGS HAVE BEEN
DESIGNED FOR AN ASSUMED 2000 P3F.
SOIL BEARING CAPACITY BASED UPON
VISUAL INSPECTION SHOWING UNDISTURBED
LIMEROr"...K AT OR JUST BELOW GRADE.
GENERAL CONTRACTOR / BUILDER / OWNER
TO FIELD VERIFY AND NOTIFY ARCHITECT IN
WRITING IF SOIL AND /OR FOUNDATION ARE
DIFFERENT THAN THOSE UPON WHICH THE
DESIGN iS BASED.
2. CLEAR AND GRUB NEW CONSTRUCTION
AND /OR BUILDING ADDITION AREA OF ALL
SURFACE VEGETATION AND TOP SOIL DOWN
j TO VIRGIN LIMEROCK. FOUNDATION MUST
BEAR ON UNDISTURBED LIMEROCK.
MLUMID ING NO'fi Sf
L PROVIDE ALL NEW PLUMBING FIXTURES
AND ACCESSORIES AND FURNISH ALL
LABOR, MATERIALS, AND EQUIPMENT
SHOWN OR INDICATED ON THE DRAWINGS
FOR A COMPLETE PLUMBING SYSTEM iN
ACCORDANCE WiTH THESE DRAWINGS,
GOVERNING AGENCIES AND THE
FLORIDA BUILDING CODE (2 10 Edition).
2, CONTRACTOR SHALL PAY FOR ALL
PERMITS, FEES AND TESTING.
3. COORDINATE PLUMBING WORK WiTH ALL
TRADES iN ORDER TO AVOID
CONFLICTS.
4, CONTRACTOR iS TO VERIFY THE EXACT
LOCATION OF ALL EQUIPMENT PRIOR To
ROUGH -IN.
5. ALL SANITARY WASTE, VENT PIPES, AND
FITTINGS TO BE CAST IRON OR PVC AS
PERMITTED BY CODE.
6. PROVIDE COMPLETE ACCESS TO ALL
SYSTEMS. LOCATE CLEAN -OUTS ON
WALLS AND /OR FLOORS AS NECESSARY
FOR ACCESS AND EASE of USE,
PROVIDE ACCESS PANELS WHERE
NECESSARY FOR THE WATER
DISTRIBUTION SYSTEM.
1. PROVIDE LEAD FLASHING, AS REQUIRED,
AT ALL ROOF PENETRATIONS.
g, HOT AND COLD WATER LINES TO BE
COPPER (ASTM 5 -88) USING TYPE "K"
FOR UNDERGROUND AND TYPE i'LI1
ABOVE GROUND. PROVIDE
DI- ELECTRIC COUPLINGS, AS REQUIRED,
FOR CONNECTION TO DIFFERENT
MATERIALS, SHUT -OFF VALVES AT
FIXTURES AND EQUIPMENTS REQUIRING
WATER SUPPLY.
9 INSULATE ALL HOT WATER LINES WiTH 1/211
SELF- SEALING FiBERGLASS UNIVERSAL
JACKET OR FOAM.
10. ALL UNDERGROUND WATER LINES SHALL
BE FULLY SLEEVED.
IL COPPER PiPiNG TO BE ISOLATED FROM
CONTACT WiTH OTHER METALS OR
MASONRY.
12. PLUMBING PIPING TO BE ACOUSTICALLY
ISOLATED OR WRAPPED TO PREVENT
THE TRANSMISSION OF SOUND INTO THE
BUILDING.
13. ALL NEW PLUMBING FIXTURES SHALL
COMPLY WITH THE MAXIMUM FLOW RATES
AND CONSlMPTiON FOR PLUMBING
FIXTURES AND FIXTURE FITTINGS AS PER
TABLE 604,4 (MC 2010).
- All lavatory faucets shall provide a
maximum flow rate of 22 gpm 0 60 psi
- All Shower heads shall provide a
maximum flow rate of 25 gpm a S0 pet
- All Sink Faucets Shall provide a
maximum flow rate of 22 gpm 0 60 pat
- All Water Closets ehall provide a
maximum flow rate of 1:6 gallons per
flushing cycle
EXISTING RESIDENCE,
r.
EXISTING CONCIMTE
SLAB W/. CONTINUOUS
THICKENW EDGE.
LINE OF EXISTING
CONCRETE FOOTING
(TYPICAL). I
ACE OF / LINE OF _
EXISTW.x RESIDENCE
EXTERIOR WALL _ I
PROFILE (TYPICAL). I
♦ r� •
5C,AL- E_ : 1/4" 1 1 - is I
V W.(4)055 Ai48
03 TIES 08'% AND
(TYPICAL). Ul
i E
�_Lm OF EXISTING
I CONCRETE FOOTING
(TYPICAL). d)
�FACE OF / LINE OF Z
EXiSTING RESIDENCE
EXTERIOR WALL.
I PROFILE (TYPICAL).
Ul
2" V.T.R. � I
EXIST'G
2" V.T.R. �1 1
2" V.T.R. �' i NEW REMODEL
1 . . POWDER Rri KITCHEN
� SINK
I I
.001,��211 RE VENT 2" RE VENT 2- WAY D 15P.
LAY. C.O. SiNK
I
°,<-2" REVENT e ° � 1 311 0 DUI. 2.0
I \ W.C. G.O. �. �' 14 fug 2110
G.O.
,. / 311 0 4 fu
LAV. ,, 4 "ru 4 fu NEW
sHWR UTILITY RM. 4110
LAV. Gp I SHUP, 1 3t. 0 6 fu
W.G. 1 9 fu
211 0 W.C. 2110 3t10 2 110 L. / WASHER
REMODEL 6 f„ 311 0 3110 2 fu 4
EXIST. 10 fu LAV 10 fu
� C.O.
., --, 3110 M. BATH
EXIST'C ` fu 6 flu 0 LAV:
BATH *` 1 ., 1 NOTE
G.O. 1. ALL 2 "0 AND SMALLER SANITARY j,",%
4 "0 2110 SEWER LINES SLOPE v 1/4 "/ FT. (MIN.)
i
2- WAY G.O. is fu 41 2. ALL 3 "4P AND LARGER SANITARY
4" 1110 u SEWER LINES SLOPE e 1 /b"/ FT, (MAIN,) n
ro 3. SAW -CUT EXISTING FLOOR SLAB{AS
REQUIRED TO ACCOMMODATE NEW ' , . ,
- EXISTING 4110 SANITARY SEWER MAIN PLUMBING SCOPE OF WORK (SEE
SLOPE IT )/a "/ FT. (MIN) TO EXISTING REMODEL FLOOR PLAN LAYOUT)
SEPTIC TANK AND PATCH /iNFiLL FLOOR SLAB AS
REQUIRED TO MATCH EXISTING.
N4TG:
ONLY NEW OR RELOCATED PLUMBING WORK AND /OR MODIFICATIONS UNDER THiS SCOPE OF WORK/PERMIT ARE
INDICATED ON THIS DRAWING. ALL OTHER PLUMBING INDICATED ON DRAWING iS EXISTING AND IS TO REMAIN
UNDISTURBED! (SHOWN - DASHED - FOR REFERENCE AND CONTEXT /CLARITY ONLY)
�4 1TYP. GONG. COLUMN < FOOTING DETAIL SANITARY RISER DIAGRI:M
SCALE- N.T.S. �C� 3.l scare: N.rs.
i
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0
oz
NUMBER DATE ITEM
SHEET TITLE:
FOUNDA11ON AND
SCHEDULE ROOF FRAMING
PLANS /
NOTES i DETAILS
SCALE:
DATE:
06 -13 -2013
JOB NUMBER:
2013 -0531
SHEET NUMBER:
I A
M).0
OF 1 SHEETS
ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS
INDICATED OR REPRESENTED BY THIS DRAWING ARE
OWNER AND THE PROPERTY OF THIS OFFICE. AND WERE
CREATED, EVOLVED, AND DEVELOPED FOR USE ON, AND IN
CONNECTION WITH THE SPECIFIED PROTECT. NONE OF SUCH
IDEAS, DESIGNS, ARRANGMENTS, AND PLANS SHALL BE
USED BY, OR DISCLOSED TO ANY PERSON, FIRM OR
CORPORATION FOR ANY PURPOSE WITHOUT WRITTEN
Tlrl) TCCrlM(WV[ °iTIT a,,&D"v AnrtITTCrT rvCnvnrin 1TT'R
CONCRETE ROOF SEAM /
ROOF SLAS
CONSTRUCTION JOINT
(2) SETS OF TiES
COLUMN BARS
(AS SCHEDULED)
AT ROOF / T i E SEAM
CONCRETE SLAB --' � 0-(2) SETS OF TIES
GENERAI, POUNDATION NOTES:
1. NEW CONCRETE FOOTINGS HAVE BEEN
DESIGNED FOR AN ASSUMED 2000 P3F.
SOIL BEARING CAPACITY BASED UPON
VISUAL INSPECTION SHOWING UNDISTURBED
LIMEROr"...K AT OR JUST BELOW GRADE.
GENERAL CONTRACTOR / BUILDER / OWNER
TO FIELD VERIFY AND NOTIFY ARCHITECT IN
WRITING IF SOIL AND /OR FOUNDATION ARE
DIFFERENT THAN THOSE UPON WHICH THE
DESIGN iS BASED.
2. CLEAR AND GRUB NEW CONSTRUCTION
AND /OR BUILDING ADDITION AREA OF ALL
SURFACE VEGETATION AND TOP SOIL DOWN
j TO VIRGIN LIMEROCK. FOUNDATION MUST
BEAR ON UNDISTURBED LIMEROCK.
MLUMID ING NO'fi Sf
L PROVIDE ALL NEW PLUMBING FIXTURES
AND ACCESSORIES AND FURNISH ALL
LABOR, MATERIALS, AND EQUIPMENT
SHOWN OR INDICATED ON THE DRAWINGS
FOR A COMPLETE PLUMBING SYSTEM iN
ACCORDANCE WiTH THESE DRAWINGS,
GOVERNING AGENCIES AND THE
FLORIDA BUILDING CODE (2 10 Edition).
2, CONTRACTOR SHALL PAY FOR ALL
PERMITS, FEES AND TESTING.
3. COORDINATE PLUMBING WORK WiTH ALL
TRADES iN ORDER TO AVOID
CONFLICTS.
4, CONTRACTOR iS TO VERIFY THE EXACT
LOCATION OF ALL EQUIPMENT PRIOR To
ROUGH -IN.
5. ALL SANITARY WASTE, VENT PIPES, AND
FITTINGS TO BE CAST IRON OR PVC AS
PERMITTED BY CODE.
6. PROVIDE COMPLETE ACCESS TO ALL
SYSTEMS. LOCATE CLEAN -OUTS ON
WALLS AND /OR FLOORS AS NECESSARY
FOR ACCESS AND EASE of USE,
PROVIDE ACCESS PANELS WHERE
NECESSARY FOR THE WATER
DISTRIBUTION SYSTEM.
1. PROVIDE LEAD FLASHING, AS REQUIRED,
AT ALL ROOF PENETRATIONS.
g, HOT AND COLD WATER LINES TO BE
COPPER (ASTM 5 -88) USING TYPE "K"
FOR UNDERGROUND AND TYPE i'LI1
ABOVE GROUND. PROVIDE
DI- ELECTRIC COUPLINGS, AS REQUIRED,
FOR CONNECTION TO DIFFERENT
MATERIALS, SHUT -OFF VALVES AT
FIXTURES AND EQUIPMENTS REQUIRING
WATER SUPPLY.
9 INSULATE ALL HOT WATER LINES WiTH 1/211
SELF- SEALING FiBERGLASS UNIVERSAL
JACKET OR FOAM.
10. ALL UNDERGROUND WATER LINES SHALL
BE FULLY SLEEVED.
IL COPPER PiPiNG TO BE ISOLATED FROM
CONTACT WiTH OTHER METALS OR
MASONRY.
12. PLUMBING PIPING TO BE ACOUSTICALLY
ISOLATED OR WRAPPED TO PREVENT
THE TRANSMISSION OF SOUND INTO THE
BUILDING.
13. ALL NEW PLUMBING FIXTURES SHALL
COMPLY WITH THE MAXIMUM FLOW RATES
AND CONSlMPTiON FOR PLUMBING
FIXTURES AND FIXTURE FITTINGS AS PER
TABLE 604,4 (MC 2010).
- All lavatory faucets shall provide a
maximum flow rate of 22 gpm 0 60 psi
- All Shower heads shall provide a
maximum flow rate of 25 gpm a S0 pet
- All Sink Faucets Shall provide a
maximum flow rate of 22 gpm 0 60 pat
- All Water Closets ehall provide a
maximum flow rate of 1:6 gallons per
flushing cycle
EXISTING RESIDENCE,
r.
EXISTING CONCIMTE
SLAB W/. CONTINUOUS
THICKENW EDGE.
LINE OF EXISTING
CONCRETE FOOTING
(TYPICAL). I
ACE OF / LINE OF _
EXISTW.x RESIDENCE
EXTERIOR WALL _ I
PROFILE (TYPICAL). I
♦ r� •
5C,AL- E_ : 1/4" 1 1 - is I
V W.(4)055 Ai48
03 TIES 08'% AND
(TYPICAL). Ul
i E
�_Lm OF EXISTING
I CONCRETE FOOTING
(TYPICAL). d)
�FACE OF / LINE OF Z
EXiSTING RESIDENCE
EXTERIOR WALL.
I PROFILE (TYPICAL).
Ul
2" V.T.R. � I
EXIST'G
2" V.T.R. �1 1
2" V.T.R. �' i NEW REMODEL
1 . . POWDER Rri KITCHEN
� SINK
I I
.001,��211 RE VENT 2" RE VENT 2- WAY D 15P.
LAY. C.O. SiNK
I
°,<-2" REVENT e ° � 1 311 0 DUI. 2.0
I \ W.C. G.O. �. �' 14 fug 2110
G.O.
,. / 311 0 4 fu
LAV. ,, 4 "ru 4 fu NEW
sHWR UTILITY RM. 4110
LAV. Gp I SHUP, 1 3t. 0 6 fu
W.G. 1 9 fu
211 0 W.C. 2110 3t10 2 110 L. / WASHER
REMODEL 6 f„ 311 0 3110 2 fu 4
EXIST. 10 fu LAV 10 fu
� C.O.
., --, 3110 M. BATH
EXIST'C ` fu 6 flu 0 LAV:
BATH *` 1 ., 1 NOTE
G.O. 1. ALL 2 "0 AND SMALLER SANITARY j,",%
4 "0 2110 SEWER LINES SLOPE v 1/4 "/ FT. (MIN.)
i
2- WAY G.O. is fu 41 2. ALL 3 "4P AND LARGER SANITARY
4" 1110 u SEWER LINES SLOPE e 1 /b"/ FT, (MAIN,) n
ro 3. SAW -CUT EXISTING FLOOR SLAB{AS
REQUIRED TO ACCOMMODATE NEW ' , . ,
- EXISTING 4110 SANITARY SEWER MAIN PLUMBING SCOPE OF WORK (SEE
SLOPE IT )/a "/ FT. (MIN) TO EXISTING REMODEL FLOOR PLAN LAYOUT)
SEPTIC TANK AND PATCH /iNFiLL FLOOR SLAB AS
REQUIRED TO MATCH EXISTING.
N4TG:
ONLY NEW OR RELOCATED PLUMBING WORK AND /OR MODIFICATIONS UNDER THiS SCOPE OF WORK/PERMIT ARE
INDICATED ON THIS DRAWING. ALL OTHER PLUMBING INDICATED ON DRAWING iS EXISTING AND IS TO REMAIN
UNDISTURBED! (SHOWN - DASHED - FOR REFERENCE AND CONTEXT /CLARITY ONLY)
�4 1TYP. GONG. COLUMN < FOOTING DETAIL SANITARY RISER DIAGRI:M
SCALE- N.T.S. �C� 3.l scare: N.rs.
i
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00 �
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LO
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1
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0 -
•
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0
W
0
oz
NUMBER DATE ITEM
SHEET TITLE:
FOUNDA11ON AND
SCHEDULE ROOF FRAMING
PLANS /
NOTES i DETAILS
SCALE:
DATE:
06 -13 -2013
JOB NUMBER:
2013 -0531
SHEET NUMBER:
I A
M).0
OF 1 SHEETS
ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS
INDICATED OR REPRESENTED BY THIS DRAWING ARE
OWNER AND THE PROPERTY OF THIS OFFICE. AND WERE
CREATED, EVOLVED, AND DEVELOPED FOR USE ON, AND IN
CONNECTION WITH THE SPECIFIED PROTECT. NONE OF SUCH
IDEAS, DESIGNS, ARRANGMENTS, AND PLANS SHALL BE
USED BY, OR DISCLOSED TO ANY PERSON, FIRM OR
CORPORATION FOR ANY PURPOSE WITHOUT WRITTEN
Tlrl) TCCrlM(WV[ °iTIT a,,&D"v AnrtITTCrT rvCnvnrin 1TT'R
♦ r� •
5C,AL- E_ : 1/4" 1 1 - is I
V W.(4)055 Ai48
03 TIES 08'% AND
(TYPICAL). Ul
i E
�_Lm OF EXISTING
I CONCRETE FOOTING
(TYPICAL). d)
�FACE OF / LINE OF Z
EXiSTING RESIDENCE
EXTERIOR WALL.
I PROFILE (TYPICAL).
Ul
2" V.T.R. � I
EXIST'G
2" V.T.R. �1 1
2" V.T.R. �' i NEW REMODEL
1 . . POWDER Rri KITCHEN
� SINK
I I
.001,��211 RE VENT 2" RE VENT 2- WAY D 15P.
LAY. C.O. SiNK
I
°,<-2" REVENT e ° � 1 311 0 DUI. 2.0
I \ W.C. G.O. �. �' 14 fug 2110
G.O.
,. / 311 0 4 fu
LAV. ,, 4 "ru 4 fu NEW
sHWR UTILITY RM. 4110
LAV. Gp I SHUP, 1 3t. 0 6 fu
W.G. 1 9 fu
211 0 W.C. 2110 3t10 2 110 L. / WASHER
REMODEL 6 f„ 311 0 3110 2 fu 4
EXIST. 10 fu LAV 10 fu
� C.O.
., --, 3110 M. BATH
EXIST'C ` fu 6 flu 0 LAV:
BATH *` 1 ., 1 NOTE
G.O. 1. ALL 2 "0 AND SMALLER SANITARY j,",%
4 "0 2110 SEWER LINES SLOPE v 1/4 "/ FT. (MIN.)
i
2- WAY G.O. is fu 41 2. ALL 3 "4P AND LARGER SANITARY
4" 1110 u SEWER LINES SLOPE e 1 /b"/ FT, (MAIN,) n
ro 3. SAW -CUT EXISTING FLOOR SLAB{AS
REQUIRED TO ACCOMMODATE NEW ' , . ,
- EXISTING 4110 SANITARY SEWER MAIN PLUMBING SCOPE OF WORK (SEE
SLOPE IT )/a "/ FT. (MIN) TO EXISTING REMODEL FLOOR PLAN LAYOUT)
SEPTIC TANK AND PATCH /iNFiLL FLOOR SLAB AS
REQUIRED TO MATCH EXISTING.
N4TG:
ONLY NEW OR RELOCATED PLUMBING WORK AND /OR MODIFICATIONS UNDER THiS SCOPE OF WORK/PERMIT ARE
INDICATED ON THIS DRAWING. ALL OTHER PLUMBING INDICATED ON DRAWING iS EXISTING AND IS TO REMAIN
UNDISTURBED! (SHOWN - DASHED - FOR REFERENCE AND CONTEXT /CLARITY ONLY)
�4 1TYP. GONG. COLUMN < FOOTING DETAIL SANITARY RISER DIAGRI:M
SCALE- N.T.S. �C� 3.l scare: N.rs.
i
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0
oz
NUMBER DATE ITEM
SHEET TITLE:
FOUNDA11ON AND
SCHEDULE ROOF FRAMING
PLANS /
NOTES i DETAILS
SCALE:
DATE:
06 -13 -2013
JOB NUMBER:
2013 -0531
SHEET NUMBER:
I A
M).0
OF 1 SHEETS
ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS
INDICATED OR REPRESENTED BY THIS DRAWING ARE
OWNER AND THE PROPERTY OF THIS OFFICE. AND WERE
CREATED, EVOLVED, AND DEVELOPED FOR USE ON, AND IN
CONNECTION WITH THE SPECIFIED PROTECT. NONE OF SUCH
IDEAS, DESIGNS, ARRANGMENTS, AND PLANS SHALL BE
USED BY, OR DISCLOSED TO ANY PERSON, FIRM OR
CORPORATION FOR ANY PURPOSE WITHOUT WRITTEN
Tlrl) TCCrlM(WV[ °iTIT a,,&D"v AnrtITTCrT rvCnvnrin 1TT'R
2" V.T.R. � I
EXIST'G
2" V.T.R. �1 1
2" V.T.R. �' i NEW REMODEL
1 . . POWDER Rri KITCHEN
� SINK
I I
.001,��211 RE VENT 2" RE VENT 2- WAY D 15P.
LAY. C.O. SiNK
I
°,<-2" REVENT e ° � 1 311 0 DUI. 2.0
I \ W.C. G.O. �. �' 14 fug 2110
G.O.
,. / 311 0 4 fu
LAV. ,, 4 "ru 4 fu NEW
sHWR UTILITY RM. 4110
LAV. Gp I SHUP, 1 3t. 0 6 fu
W.G. 1 9 fu
211 0 W.C. 2110 3t10 2 110 L. / WASHER
REMODEL 6 f„ 311 0 3110 2 fu 4
EXIST. 10 fu LAV 10 fu
� C.O.
., --, 3110 M. BATH
EXIST'C ` fu 6 flu 0 LAV:
BATH *` 1 ., 1 NOTE
G.O. 1. ALL 2 "0 AND SMALLER SANITARY j,",%
4 "0 2110 SEWER LINES SLOPE v 1/4 "/ FT. (MIN.)
i
2- WAY G.O. is fu 41 2. ALL 3 "4P AND LARGER SANITARY
4" 1110 u SEWER LINES SLOPE e 1 /b"/ FT, (MAIN,) n
ro 3. SAW -CUT EXISTING FLOOR SLAB{AS
REQUIRED TO ACCOMMODATE NEW ' , . ,
- EXISTING 4110 SANITARY SEWER MAIN PLUMBING SCOPE OF WORK (SEE
SLOPE IT )/a "/ FT. (MIN) TO EXISTING REMODEL FLOOR PLAN LAYOUT)
SEPTIC TANK AND PATCH /iNFiLL FLOOR SLAB AS
REQUIRED TO MATCH EXISTING.
N4TG:
ONLY NEW OR RELOCATED PLUMBING WORK AND /OR MODIFICATIONS UNDER THiS SCOPE OF WORK/PERMIT ARE
INDICATED ON THIS DRAWING. ALL OTHER PLUMBING INDICATED ON DRAWING iS EXISTING AND IS TO REMAIN
UNDISTURBED! (SHOWN - DASHED - FOR REFERENCE AND CONTEXT /CLARITY ONLY)
�4 1TYP. GONG. COLUMN < FOOTING DETAIL SANITARY RISER DIAGRI:M
SCALE- N.T.S. �C� 3.l scare: N.rs.
i
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LO
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1
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•
0 -
•
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0
W
0
oz
NUMBER DATE ITEM
SHEET TITLE:
FOUNDA11ON AND
SCHEDULE ROOF FRAMING
PLANS /
NOTES i DETAILS
SCALE:
DATE:
06 -13 -2013
JOB NUMBER:
2013 -0531
SHEET NUMBER:
I A
M).0
OF 1 SHEETS
ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS
INDICATED OR REPRESENTED BY THIS DRAWING ARE
OWNER AND THE PROPERTY OF THIS OFFICE. AND WERE
CREATED, EVOLVED, AND DEVELOPED FOR USE ON, AND IN
CONNECTION WITH THE SPECIFIED PROTECT. NONE OF SUCH
IDEAS, DESIGNS, ARRANGMENTS, AND PLANS SHALL BE
USED BY, OR DISCLOSED TO ANY PERSON, FIRM OR
CORPORATION FOR ANY PURPOSE WITHOUT WRITTEN
Tlrl) TCCrlM(WV[ °iTIT a,,&D"v AnrtITTCrT rvCnvnrin 1TT'R
�4 1TYP. GONG. COLUMN < FOOTING DETAIL SANITARY RISER DIAGRI:M
SCALE- N.T.S. �C� 3.l scare: N.rs.
i
U.
•
U L0
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LLI
00 �
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•.
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LO
a
1
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•
0 -
•
i
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0
W
0
oz
NUMBER DATE ITEM
SHEET TITLE:
FOUNDA11ON AND
SCHEDULE ROOF FRAMING
PLANS /
NOTES i DETAILS
SCALE:
DATE:
06 -13 -2013
JOB NUMBER:
2013 -0531
SHEET NUMBER:
I A
M).0
OF 1 SHEETS
ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS
INDICATED OR REPRESENTED BY THIS DRAWING ARE
OWNER AND THE PROPERTY OF THIS OFFICE. AND WERE
CREATED, EVOLVED, AND DEVELOPED FOR USE ON, AND IN
CONNECTION WITH THE SPECIFIED PROTECT. NONE OF SUCH
IDEAS, DESIGNS, ARRANGMENTS, AND PLANS SHALL BE
USED BY, OR DISCLOSED TO ANY PERSON, FIRM OR
CORPORATION FOR ANY PURPOSE WITHOUT WRITTEN
Tlrl) TCCrlM(WV[ °iTIT a,,&D"v AnrtITTCrT rvCnvnrin 1TT'R