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DATE: 3-10-2012
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PAGE N0.
4 OF 4
DATE: 3-10-2012
DRAWN BY W. PAIGE
ML I &PT �, MIMAK IN& H
MEMMIC& CODES FOR 2007/REMED 2VA
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HVAC
NOTES
L
AR duct dosurps
to be sr,,ated
CO
with Fab and
mastic,
2,
HVAC system
to meet F((,)K,lr;la Mc)det
Energy Code,
<
3,
AH -1 &. -to be
3 ton heat purnp indoor
w
unit with �,3 Kw,
strip heat.
4,
CU -1 t(,,,,) br,:? 3
-1-.c)r) hecti, pump outdoor
Unit.
ry
C)
5.
Duct size and
layout may vary Glue -to
acl.jus b,)ents For FleW conc-litions,
6,
AH -1 -to instaUed
in accordance with
U)
3ection 306,3,
30 6,3,1 and 306,3,� of the
2007/rclvisecl 2009 FMC,
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CEMENTOUS SIDING OVER 1 X 4 —
FURRING STRIPS OVER EXIST.
BLOCK WALL USE 1/4" X 2 1/4"
TAPCONS 16" O.C. FOR 1 X 4 TO
2 x 4 CROSS BRACING
AT 4'-0" O.C.
EXT. FINISH ROOF MATERIAL
SEE EXT. ELEV. --
METAL DRIP EDGE
WOOD FASCIA, SEE
ELEV. FOR STYLE
( 2 X 4 MIN. )
VENTED SOFFIT 1,,12" TY
PRE -ENG. ROOF TRUSSES ® 24
O.C. MAX., PER TRUSS MFR. ----
EXT. GRADE SHEATHING
PER. SPECS. - -
8" X 16" BOND BEAM FULLY GROUTED
W/2#5 CONT. W/ UPLIFT STRAP
® 4'-0" O.C. EXIST.
30# FELT PAPER OVER EXT. GRADE
ROOF SHEATHING W/ "H" CLIPS
2X BLOCKING 3 BAYS DEEP
& 48" O.C. FROM RIDGE, TOP
& BOTTOM OF TRUSSES \
SIMPSON H 2.5 CLIP
2X P.T. W/ 1/2" X 6" DIA. ANCHOR
BOLTS® 32." O.C. DOWELED AND EPDXIED
". 0"
✓
DENOTES EXISTING HOUSE
ADDITION
GABLE
E N
D
DETAIL
PARTIAL LEFT ELEVATION MAIN HOUSE
PARTIAL RIGHT
ELEVATION
1/8"=1'-0"
MAIN HOUSE
2S-0" ADDITION lt. N E"XIST. HOUISL
PARTIAL REAR
ELEVATION
1/4"=1'-0"
MAIN HOUSE
8'-
0"
ADDITION
EXTERIOR SIDING NOTE
1. ALL BLOCK WALLS TO HAVE I-IARVd ...POARD SWWO AK) IT 3� TO ATTACHED USING
1 X 4 �'EURRINO STRIPS 16"" OX, SECURED TO WALT. WITH 2 Q/4" X 1/,V' TAPCONS
-PACED EVENLY VERTICALLY AT 24" U.C.
OFFICE
PERMIT #r2 . x.'
SANFORD BUILDING; DEPT,
Copp ELANS ARF REVIEWFD AND c,,-() ZONALLY
ArOSpTED FOR PSFRMII• L A PERMn' ISSUED SHALL 8F
LONSTFtUFD 'I'U
THE WORK AND NOT FNSF TO PROCEFC) WITH
CANCEL, ALTL N A'' AUTHORITY TO
'CAN
PROVISIONS OR S' E:T ASIDE: VIOI_THF
NS OF' THLZ TECHNICAL CODcS N OF TH E
ISSUANCE OP q pE;RMII' PRF /FN'F NOR 'HAL.L.
FRUM THEREAFTER RFCZUIRENGIE BUILDING
710 OF ERRORS ON THE PLANS, A CORFlEC-
Al$ 4T31>r,14 VIOLATIONS OF THE CODE CON
OFFICE
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1 OF 4
DATE: 12-21-11
DRAWN BY W. PAIGE
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EXISTING FLOORPLAN
1/4"=l' -O"
TABLE No. 4
SPECIAL NOTE
1. COLUMNS AND ROOF AT FRONT PORCH ARE EXISTING, BUT FLOOR
SQ. FOOT
TABULATIONS
LIVING AREA
REINFORCING SCHEDULE & LOAD CAPACITIES
[8X16-P-IL/IU1
L
AT FRONT PORCH IS BEING ADDED SEE DETAILS ON SHEET 2.
SAFE WORKING LOADS (PLF)
168 SQ. FT.
NOMINAL.WIDTH]
NOMINAL HEIGHT
QUANTITYTE CAVITY
UPPER LINTEL CAVITY
2' WALLS,ROOF
RN NON LOAD HARING INTERIOR WALL
8" x 16" COMPOSITE LINTELS
1745 SQ. FT.
IN BATHROOMS ADDIDTIONI� OCATEDRATER REAR OF
NL ALL WALOLS E
MARK
LINTEL
CLEAR
LINTEL
LINTEL LINTEL
GRAVITY SAFE LOAD
UPLIFT SAFE LOAD
NO.
LENGTH
SPAN
TYPE
TOP
BOTTOM
SOLID
SOLID
SOLID
SOLID
BARS
BARS
#5(1)U(0)L
#5(1)U(0)L
#5(1)U(1)L
#5(1)U(1)L
#5(2)U(1)L
A BAR
B BAR
DETAIL H
DETAIL J
DETAIL H & J
DETAIL K
M-1
4'-6"
S-2"
Precast
(2) #3
1(2)_#2
1 NONE
3211
9167
1 6592
10000
ENGINEERING SPECIFICATIONS:
1.) SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOADS
2.) DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM
THE SAFE LOAD TABLES BY CALCULATING MAX. RESISTING
SHEAR AND MOMENT FOR THE LISTED LINTELS.
3.) SAFE LOADS LISTED ON ALL TABLES ARE IN UNITS OF POUND
PER LINEAR FOOT.
GENERAL NOTES:
1.) CODES
1.1 FLORIDA BUILDING CODE 2007 .
1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED
CONCRETE (ACI 318-02).
1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN
LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-98).
2.) CONCRETE:
2.1 CONCRETE COMPRESSIVE STRENGTH AT 26 DAYS:
2.1.1 PRE -CAST WIS'rANDARD REINFORCEMENT -4000 PSI MIN.
2.1.2 PRE -CAST WIPRESTRESS REINFORCEMENT -6000 PSI MIN.
2.1.3. GROUT PER AS 0476 - 3000 PSI W/ MAX. 3/8"
AGGERATE, 8" TO 11" SLUMP.
2.2 REINFORCING BARS:
2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF
FABRICATION ASTM A015 (GRADE 60)
2.2.2 SSrEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN
FIELD) ASTM A615 (GRADE 40).
2.3 PRESTRESS STRANDS ASTM A416 7 -WIRE, STRESS
RELIEVED 27U KSI
2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315.
2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI
SrANDARDS.
3) MASONRY:
3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE
SPECIFICATION OF THE NATIONAL CONCRETE MASONRY
ASSOCIATION AND ACI 530-02.
3.2 MINIMUM MASONRY UNIT STRENGTH: PM 1500 PSI.
3.3 MOR TAR SHALL BE TYPE S.
4) STRUCTURAL:
4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A
BEARING OF 8- (WITH A MINIMUM ACCEPTABLE BEARING OF
4" PER SECTION 2101.3.1 OF FLORIDA BUILDING CODE 2001
(INCLUDING 2003 REVISIONS)
4.2 FOR LINTELS THAT ARE GREATER THAN 14'-0" CLEAR
SPAN THEY SHALL BE PROVIDED A TEMPORARY SUPPORT
AND THE TEMPORARY SUPPORT SHALL NOT BE REMOVED
UNTIL 2 DAYS AFTER GROUT PLACEMENT.
3000 PSI CONC. FILL
(CONCRETE PLACED
N FIELD)
TOP BARS:
/- (SEE SCHED.)
_(1) 95 CONTINUOUS
OPTIONAL
7132" STIRRUPS Ar 4'-0" cc
(TIED OR WELDED)
"A" BAR^ MAIN REINF.)
SEE SC}�i DULE
"B" BARS - SEE SCHEDULE
NOTES:
1. MINIMUM COVERAGE OF STEEL - 1.5"
2. MIN. BEARING REQUIRED Ar EA. END -4"
3. STANDARD FOR REINF. STEEL - AS rM A615
TYPICAL LINTEL SECTION
PRECAST CONCRETE
DENOTES MASONRY DOWNPOUR
WITH 1 NO.5 BAR HOOKED INTO
FOUNDATION.
FOE EXISTING WALL TO NEW WALL
USE (4) NO.5 BARS 12" LONG
WITH MIN. 6" EMBEDMENT SPACED
EVENLY VERTICALLY DOWELED AND
EPDXIED.
O
I STACKABLE)
cc L I DRYER WASHER AND
WALL SYMBOLS LEGEND
EXIST. BLOCK WALLS
NEW 2 X 4 WOOD WALLS
-�f),_R1,
A G -U nlVn
TRANSOM
24.7 -32.4
m"ll
24.7 -32.4
23 S.H. LINTEL M-1
NEW FLOO R P LAN
1/4)1=1 1-0'0
CEILING
USE SIMPSON H0212---2 HAN�E;1
FOR (2) 2 X 12 HEADER TO
W A I I /./1 A I A I C/lT I r% AI
BREEZEWAY
FIBERGLASS SHINGLES OVER 3OLB.-
FELT OVER 1�2" PLYWD. SHEATHING
NAILED AT 4' O.C. THROUGHOUT
WITH 8d RING SHANK NAILS OVER
2 X 6 JOIST 24" O.C.
USE SIMPSON------
H-1 CLIP FOR
2 X 6 JOIST TO
HEADER CONNECTION
SECT
USE SIMPSON HU26 FOR 2 X 6
JOIST TO 2 X 8 RIDGE CONNECTION.
VLIVV I GJ (,L L n I L 1"IGMVLn
USE SIMPS0 HU212-2 HANGER
FOR (2) 2 X 12 HEADER TO
WALL CONNECTION.
F - F AT
1/2" -l' -O"
BREEZEWAY
INFORMATION
THIS BUILDING HAS BEEN DESIGNED AS AN
ENCLOSED STRUCTURE IN ACCORDANCE WITH
THE 2007 FLORIDA BUILDING CODE.
1. BASIC WIND SPEED - 125 MPH
2. WIND IMPORTANCE FACTOR - 1
3. BUILDING CATEGORY - II
4. WIND EXPOSURE - B
5. INTERNAL PRESSURE COEFFICIENT - ±.18
6. COMPONENT & CLADDING DESIGN WIND PRESSURE
SEE TABLE 1
7. THIS RESIDENCE OCCURS WITHIN THE WIND-BORNE
DEBRIS REGION FOR 120 MPH AND ABOVE,
ACCORDING TO R301 2007 FLORIDA
BUILDING CODE, SECTION 1609 WITH 2009 AMENDMENTS.
ALL INTERIOR WALLS S ARE TO BE 2 X 4 YELLOW PINE OR SPRUCE 16 O.C. CONNECTED TO TOP AND
BOTTTOM PLATE TOE NAILED TOP AND BOTTOM. RED HEADED TO FOOTING 21 " O.C. 1/2" DIA. RED HEAD.
co COVERED IN DRYWALL ON BOTH SIDES.
TYPE DESIGNATION
P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT
S -SOLID LINTEL � [QUANTITY
LINTEL CAVITY
SPECIAL NOTE
1. COLUMNS AND ROOF AT FRONT PORCH ARE EXISTING, BUT FLOOR
SQ. FOOT
TABULATIONS
LIVING AREA
1577 SQ. FT.
[8X16-P-IL/IU1
L
AT FRONT PORCH IS BEING ADDED SEE DETAILS ON SHEET 2.
FRONT PORCH AREA
168 SQ. FT.
NOMINAL.WIDTH]
NOMINAL HEIGHT
QUANTITYTE CAVITY
UPPER LINTEL CAVITY
2' WALLS,ROOF
RN NON LOAD HARING INTERIOR WALL
TOTAL
1745 SQ. FT.
IN BATHROOMS ADDIDTIONI� OCATEDRATER REAR OF
NL ALL WALOLS E
THE HOUSE.
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PAGE NO.
2 OF 4
DATE: 12-21-11
DRAWN BY W. PAIGE
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DENOTES ABV. COUNTER
LIGHTS.
STACKABLE—
WASHER AND
DRYER
.H.
WP
GFI
COMP.
I
DENOTES A.H. IN ATTIC
WITH 220 OUTLET
I
1
1
1
ELEC. PANF�
/
\0
i
i
i
91
0
®
RECESSED LIGHTS
COMB. EXHAUST FAN & LT
4'-0" FLOURESENT
SINGLE POLE SWITCH
i
220 OUTLET
v
PHONE JACK
1�
PANEL BOX
�P
DUPLEX OUTLET
-¢-
LIGHTING OUTLET
SD
SMOKE DETECTOR
+
CABLE -READY- OUTLET
0 G.F.I.
GROUND FAULT OUTLET
T
FLOOD LIGHTS
DISCONNECT
®
/
\
(VF.
a
/
I
SWITCH FOR LTS.
INSIDE AND UNDER
CABINETS.
SWITCH FOR HOUSE
` .
AND GARAGE FLOOD
LIGHTS�1AND BREEZEWA
}�
, LIGHT
.H.
WP
GFI
COMP.
I
DENOTES A.H. IN ATTIC
WITH 220 OUTLET
I
1
1
1
ELEC. PANF�
/
\0
i
i
i
91
0
®
RECESSED LIGHTS
COMB. EXHAUST FAN & LT
4'-0" FLOURESENT
SINGLE POLE SWITCH
i
220 OUTLET
v
PHONE JACK
1�
PANEL BOX
�P
DUPLEX OUTLET
-¢-
LIGHTING OUTLET
SD
SMOKE DETECTOR
+
CABLE -READY- OUTLET
0 G.F.I.
GROUND FAULT OUTLET
T
FLOOD LIGHTS
DISCONNECT
®
EXHAUST FAN ONLY
ELEC. PANF�
/
\0
i
i
i
91
0
BEDROOM 2
LIGHT TO COME ON
WHEN DOOR OPENS
DENOTES FLOURESCENT--v i
LTS. IN ATTIC ON A SWITH
CUSTOMER TO FIELD LOCATE.
nS.D S.D'
GREAT ROOM 1
J
1 I I
\ I
Y�
+ 1 ATTIC ACCESS
/ WITH PULL DN.
STAIRS AND PULL
\SWITCH LT.
LIVING ROOM
ELECTRICAL NOTE:
WP
' GFI
FRONT PORCH
BEDROOM 1\
J
I
NEW ELECTRICAL PLAN
1/4'#= 1 l -O"
1. PLANS DESIGNED ACCORDING TO 2008 NEC.
2. ALL OUTLETS TO HAVE ARC -FAULT CIRCUIT INTERCEPTOR COMBINATION TYPE..
3. SMOKE DETECTORS ALSO DECTECT CARBON MONOXIDE.
4. ALL OUTLETS TO BE TAMPER RESISTANT.
INTERSYSTEM BONDING NOTE:
1. INTERSYSTEM BONDING TERMINATION SHALL HAVE AT I -F --AST (3) GROUNDING
OR BONDING CONDUCTORS FOR COMMUNICATION SYSTEMS AND WILL BE
ACCESSIBLE FOR CONNECTION AND INSPECTION AND LOCATED IN ACCORDANCE
WITH ARTICLE 250.94 2008 NEC.
ELECTRICAL SYMBOLS LEGEND
91
CEILING FAN & LIGHT
®
RECESSED LIGHTS
COMB. EXHAUST FAN & LT
4'-0" FLOURESENT
SINGLE POLE SWITCH
i
220 OUTLET
v
PHONE JACK
1�
PANEL BOX
�P
DUPLEX OUTLET
-¢-
LIGHTING OUTLET
SD
SMOKE DETECTOR
+
CABLE -READY- OUTLET
0 G.F.I.
GROUND FAULT OUTLET
T
FLOOD LIGHTS
DISCONNECT
®
EXHAUST FAN ONLY
DENOTES BREEZEWAY LIGHT
FIELD VERIFY LOCATION WITH
OWNER
2" MAIN VENT
REVENT
PLUMBING RISER
N.T.S.
DETACHED
GARAGE
1/4"=l' -O"
ELECTRICAL PLAN
ELECTRICAL RISER
N. T.
BARE CU
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PAGE N0.
3 OF 4
DATE: 12-21-11
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GARAGE
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ELECTRICAL PLAN
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BARE CU
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PAGE N0.
3 OF 4
DATE: 12-21-11
DRAWN BY W. PAIGE
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FLOOR FRAMING PLAN
USE SIMPSON HU210
FOR 2 X 10 TO
LEDGER.
„
USE SIMPSON HU210-2 G> Q
FOR (2) 2 X 10 HEADER T
16" X 16" BLOCK PIER/
COL.
DENOTES 16" X 16"
BLK. COL. POURED
SOLID WITH 1 NO.5
HOOKED INTO
FOOTING. L.E
5/4" DECKING
DENOTES EXIST. BLK. WALL
DENOTES (2) 2 X 10 LEDGER SECURED
TO WALL WITH 1/2" X 8" RED HEADS 21" O.C.
It
DENOTES (3) NO.5 BARS
SQ.
SECTION A—A
N.T.S.
SHINGLES OVER 30LB. FELT OVER
1/2" PLYWD. NAILED AT 4" O.C.
THRU—OUT OVER PRE—ENG. ROOF
TRUSSES.
USE SIMPSON HETA 16
FOR TUSS TO LINTEL.
METAL DRIP EDGE
WOOD FASCIA, SEE
ELEV. FOR STYLE
VENTED SOFFIT
EXT. FINISH MATERIAL
SEE EXT. ELEV. , _
SEE ELEV.
FOR O.H.
8" C.M.U. WALL, SEE
FLOOR PLAN —_
EXT. FINISH MATERIAL
SEE EXT. ELEV.
LINTEL
SEE FLOOR PLAN
FOR WINDOW SIZE
SEE FLOOR PLAN
FOR WINDOW SIZE
CONC. SILL ------
EXT. FINISH MATERIAL
SEE EXT. ELEV. —
8" C.M.U. WALL, SEE
FLOOR PLAN
EXT. FINISH MAT.
SEE EXT. ELEV. --_
DUR—O—WALL HORZ.
REINF. EVERY OTHER
COURSE
FINISH GRADE ,
SOLID BEARING
DENOTES EXIST. BLK. WALL
DENOTES (2) 2 X 10 LEDGER SECURED
TO WALL WITH 1/2" X 8" RED HEADS 21 " O.C.
SEE
ELEV.
INSULATION BAFFLE,
2" MIN. CLEARANCE
�....`JJ —INSULATION AS REQUIRED
2X NAILER
BOND BEAM FULLY GROUTED
W/1 #5 CONT. W/ UPLIFT STRAP
PER FRAMING LAYOUT
P.T. FURRING & DRYWALL OVER
VAPOR BARRIER & INSUL.
#5 REBAR IN FILLED CELL PER
FLOOR PLAN, W/ MIN 25" OVERLAP,
TIED TO CONT. ROD IN FOOTER
AND BOND BEAM, ALT. BENDS
IN REINF. BAR
P.T. FURRING & DRYWALL
1"X4" P.T. WOOD BUCK W/
3/16"X2 3/4" TAPCONS AT
6" FROM CORNERS AND
16" MAX. O.C. IN AN
OFFSET PATTERN
INSTALL WINDOW PER
WINDOW MFR. SPECS.
& LOCAL WIND CODE.
INSTALL WINDOW PER
WINDOW MFR. SPECS.
& LOCAL WIND CODE.
WINDOW SILL
1"X4" P.T. WOOD BUCK W/
3,16"X2 3/4" TAPCONS AT
6' FROM CORNERS AND
16" MAX. O.C. IN AN
OFFSET PATTERN
P.T. FURRING & DRYWALL
#5 REBAR IN CONC. FILLED CELL PER
FLOOR PLAN, W/ MIN. 25" OVERLAP,
TIED TO CONT. ROD IN FOOTER
f ' ' AND BOND BEAM, ALT. BENDS
IN REINF. BAR
a,.,. 8,a C.M.U.
P.T. FURRING, DRYWALL &
INSUL. W VAPOR BARRIER
;". ASE BOARD
�-2 X 10 FLOOR JOIST.
SEE SECTION B—B FOR FLOOR JOIST
TO WALL CONNECTIONS.
HEADER BLOCK WITH (1) NO. 5
BAR POURED SOLID.
2 N0.5 BARS
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SECTION
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