HomeMy WebLinkAbout169 Walnut Crest Run (a)KjjCITY.OF SANFORD ;
CITY OF SANFORDrD
g USAPOZUUJ ILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: lrp, ,(0c Docux ieixt" o tr 111lue: $ 61'ouor Uu
1
Job Address: Jn (rwc 64g, P R Q414 (=50.1,10 c 3'z 7? I Historic District: Yes No 9
Parcel ID: Zoning: ptv-c+
Description of Work:
Plan Review Contact Person: ,LEI C'Cixi`ti1 Title:
Phone: J(3=9/) T K L'%a7 Fax: E-mail:
c.k 0
Property Owner Information
r
Name l Sty - SSr (` 1L Cx 111U% Phone:
Street: _1(21' j,Jsv+..(1" % 2drj Resident of property?
City, State Zip:.32;2 7
Contractor Information
Name Phone:
Street:
City, State Zip:
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Building Permit
Square Footage: 5-0
No. of Dwelling Units:
Electrical
New Service — No. of AMPS:
Fax:
State License No.:
Architect/Engineer Information
moue:
E-mail:
jo gage Lender:
Address:
PERMIT INFORMATION
Construction Type:
Flood Zone:
Mechanical (Duct layout required for new systems)
No. of Stories: I
Plumbing
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm 0 No. of heads:
DESIGN CRITERIA
DESIGN LOADS PER FRBC 2007 EDITION W/ 2009 SUPPLEMENTS:
ROOF DEAD LOADS ......................17PSF SHINGLE)
ROOF DEAD LOADS ...................... 27PSF (TITLE)
ROOF LIVE LOADS ........................ 20 PSF
DEAD LOAD FOR UPLIFT CALC'S.... 1OPSF (SHINGLE)
DEAD LOAD FOR UPLIFT CALC'S.... 15PSF (TILE)
ATTIC LIVE LOAD ..........................IOPSF
WIND SPEED PER ASCE 7-02.......... 120MPH (3SECOND GUST)
BUILDING IMPORTANCE FACTOR I=1.0
INTERNAL PRESSURE COEFFICIENT 0.18 (FULLY ENCLOSE STRUCTURE
BUILDING CATEGORY II
EXPOSURE"B"
STRUCTURE CATEGORY AND CONSTRUCTION "TYPE
BUILDING TYPE V
GROUP R3
FOR NUMBER OF STORIES AND STRUCTURE HEIGHT REFER TO ELEVATION PLANS
CONSTRUCTION NOTES
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE DESIGN PROFESSIONAL OF RECORD OF
ANY DISCREPANCIES PRIOR TO CONSTRUCTION.
2. THE FLORIDA RESIDENTIAL 2004 EDITION W/ 2006 SUPPLEMENTS IS APPLICABLE TO THIS PROJECT.
3. ALL CONSTRUCTION SHALL BE BRACED AND SHORED BY THE CONSTRUCTOR AS REQUIRED TO SAFELY PERFORM THE
WORK
4. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE
THE SAFETY OF THE CONSTRUCTION SIDE.
FOUNDATION GENERAL NOTES
1. FOUNDATION IS DESIGN BASED ON PRESUMPTIVE SAFE MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000PSF.
THE CONTRACTOR SHALL VERIFY THAT MINIMUM BEARING CAPACITY OF 2000 PSF IS PRESENT PRIOR TO FOOTING
PLACEMENT.
2. FOOTING SHALL BE PLACED ON ON SOIL FREE OF ORGANIC DEBRIS AND COMPACTED TO 95% OF MODIFIED PROCTOR
CONCRETE NOTES
1. ALL CONCRETE WORKS SHALL BE IN ACCORDANCE WITH ACI 318-02
2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 250OPSI
3. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH THE LASTED EDITION OF ASTM A185
CONCRETE MASONRY NOTES
1. CONCRETE MASONRY WORKS SHALL BE IN ACCORDANCE WITH A.C.I. 530/ASCE 5/TMS
402
2. CONCRETE MASONRY UNITS SHALL BE IN CONFORMANCE WITH ASTN C90 GRADE N,
TYPE II AND SHALL HAVE A COMPRESSIVE STRENGTH OF 2000 PSI MINIMUM BASED ON
THE NET CROSS SECTIONAL AREA
3. COURSE GROUT SHALL CONFORM TO ASTM C476-01 W/ A MINIMUM COMPRESSIVE
STRENGTH OF 3000PSI
4. MORTAR SHALL BE TYPES CONFORMING TO ASTM C270-01
5. ALL MASONRY UNITS SHALL BE LAID IN RUNNING BOND U.N.O.
6. OVER ALL MASONRY OPENINGS IN WALLS PROVIDE A LINTELS, CAST IN PLACE BEAMS,
OR OTHERS HEADERS AS NOTED ON PLANS
7. VERTICAL FILLED CELLS SHALL HAVE A MIN. OF 1 # 5 BAR LAPPED AND TIED TO THE
FOUNDATION DOWEL AND A STD. ACI HOOK AT THE TOP LAPPED AND TIED TO THE
HORIZONTAL REINFORCING IN THE TOP OF THE WALL SEE PLANS FOR LOCATION, SIZES
AND MINIMUM LAP.
REINFORCING STEEL
1. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OS ASTM A615 GRADE 40
2. REINFORCEMENT STEEL IN CAST IN PLACE CONCRETE SHALL HAVE A MIN. COVERAGE IN ACCORDANCE WITH A.C.I.
318 OR AS LISTED BELOW
3" IN CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH.
1 Y/211 FOR #5 AND SMALLER AND W31 OR D31 WIRE, AND 2" #6 - #18 BARS IN CONCRETE EXPOSED TO EARTH OR
WEATHER.
REINFORCING STEEL MINIMUM REQUIREMENTS
40KSI REQUIRED FOR THIS STRUCTURE
BAR SIZE MINIMUM
LAP
MINIMUM
BEND DIA.
MINIMUM
ACI HOOK
4 20" 3" 1011
5 25" 3 %' 1011
6 30" 4- z' 11"
7 35" 5-/411 13"
5
D`J
10 67 -3 \ s r
G
31'-9"
0.
I PROPOSED
ADDITION
111' w1,11 7(4
011 1 EXISTING SFR No. 169
FgNoj llll llll;w'?(
soan
LEGAL DESCRIPTION
LOT 118 PRESERVE AT LAKE MONROE PB 62 PGS 12 - 15
WOOD FRAMING AND PRE -ENGINEERING TRUSSES
1. ALL WOOD FRAMING SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OD THE
FOLLOWING REFERENCE DOCUMENTS.
A) NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION (NDS) BY THE
AMERICAN FOREST AND PAPER ASSOCIATION.
B) TIMBER CONSTRUCTION MANUAL BY THE AMERICAN INSTITUTE OF THE TIMBER
CONSTRUCTION
C) NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES
ANSI/TPI 1) BY TPI.
2. "THE SPECIALTY TRUSS MANUFACTURER SHALL DESIGN ALL TRUSSES FOR ALL LOADS
PRESCRIBED HEREIN. TRUSS DESIGN, FABRICATION, AND ERECTION SHALL BE IN
ACCORDANCE WITH THE RECOMMENDATIONS LISTED ABOVE, SHOP DRAWINGS AND
CALCULATIONS SIGNED TO THE PROFESSIONAL OF RECORD FOR APPROVAL PRIOR TO USE
IN THIS PROJECT.
3. WOOD CONNECTORS SPECIFIED IN THE DRAWINGS SHALL BE INSTALLED IN ACCORDANCE
WITH MANUFACTURER'S RECOMMENDATIONS.
4. ALL NAILS AND BOLTS EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED
5. ALL WOOD FASTENING SHALL BE AS SPECIFIED ON THE STRUCTURAL SHEETS
WOOD WALL AND ROOF FRAMING NOTES
1. ROOF AND WALL STRUCTURAL SHEATHING SHALL BE SPAN RATED AND AS NOTED IN PLAN
IN ACCORDANCE WITH APA PSI 1-95 OR NER-108.
2. PRE -ENGINEERING WOOD TRUSSES, RAFTERS AND OTHER ROOF FRAMING MEMBERS SHALL
BE SPACING AT T-O" O.C. MAXIMUM
3, REFER TO RAFTER SPAN TABLE FOR OVER BUILT FRAMING MEMBERS
4. RIDGE AND VALLEY SET MEMBERS SHALL HAVE A NOMINAL DEPTH DIMENSION OF 2"
LARGER THAN RAFTERS AND SHALL BE 2-PLY FOR MEMBERS LONGER THAN 16'-O"
S. ALL ROOF FRAMING MEMBERS SHALL BE SOUTHERN PINE # 2 GRADE OR BETTER
6. ALL EXTERIOR WOOD FRAMED WALL STUDS SHALL BE AS NOTED ON PLANS OR WITH
STUDS 16" O.C. MAXIMUM AND MINIMUM OF S.P.F # 2 OR BETTER INTERIOR BEARING
WALL STUDS SHALL BE A MINIMUM OF S.P.F. # 2 OR BETTER
7. PROVIDE HEADERS AS NOTED ON PLANS UNLESS NOTED OTHERWISE ALL HEADER
MATERIAL TO BE SOUTHERN PINE # 2 GRADE OR BETTER PROVIDE FULL LENGTH STUDS
AND STRAPS AS REQ. PER HEADER SCHEDULE.
8. UNDER ALL GIRDERS AND BEAMS IN FRAME WALLS A BUILT UP OR SOLID SAWN COLUMN
SHALL BE INSTALLED UNLESS NOTES OTHERWISE ON PLANS A MIN, OF (2) 2X4 STUDS
SHALL BE USED AND STRAP MEMBERS DIRECTLY TO TOP AND BOT. PLATES W/ A MIN. OD
SIMPSON SP4 OR EQUAL AT EACH STUD HOLD DOWNS OTHER THAN THESES ARE
IDENTIFIED ON FRAMING PLANS
METAL COATINGS FOR USE W/ PRESSURE TREATED WOOD
IT IS THE BUILDER RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL
FASTENERS, ANCHORS, AND NAILS AREA THE APPROPRIATE MATERIAL AND/OR HAVE THE
APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS
PER THE FOLLOWING GUIDELINES.
1. WOOD TREATED W/ DOT SODIUM BORATE (SBX) CONNECTORS SHALL BE A MINIMUM G90
ZINC COATING
2. WOOD TREATED W/ ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT)
TREATMENTS, CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING.
3. FOR ALL OTHERS COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE
WOOD TREATER
4. STAINLESS STEEL CONNECTORS AND FASTENERS MAY BE USED WITH ALL TYPES OF
PRESSURE TREATED WOOD,
ROOF COVERINGS:
1. ALL COVERINGS, U D D FASTENERS 5 B AS NOTED ON PLANSFt00FVERINNERLAYMENT, AN FA TENER HALL E
AND COMPLY WITH ASTM STANDARD SET FORTH IN CHAPTER 9 OF THE FRBC.
2. A PACKET CONTAINING ALL MATERIALS FOR UNDER LAYMENT, FLASHING AND
COVERINGS AND ALL MANUFACTURES INSTALLATION REQUIREMENTS SHALL BE FURNISHED
BY GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF
APPLICATION FOR PERMIT WHEN REQUIRED BY PERMITTING AUTHORITY.
ROOF RAFTER SPAN TABLE (SHINGLE ROOF)
SYP #2
MEMBER SIZE MAXIMUM SPAN
1"
2 X 4 81-71' 9'-1011 101-101'
2 X 6 12'-03" 15'-01 17-0011
2 x 8 151-1011 19-0511 22'-05"
2 x 10 18'-1111 23-02" 26-00"
2 x 12 22'-0211 261-00" OVER 26'-00"
161 CONCRETE/\
DRIVEWAY
o
1. RAFTERS SHALL BE SOUTHERN PINE # 2 GRADE OR BETTER
2. MAXIMUM SPACING SHALL BE AS NOTED IN FABLE
3. RAFTERS SHALL BE SHEATHED WITH SPAN RATED STRUCTURAL SHEATHING AS NOTED IN
PLAN
4. NO CONCENTRATED LOADS SHALL BE PLACED ON RAFTERS
ROOF RAFTER SPAN TABLE (TILE ROOF)
MAXIMUM LOAD - 37 PSF
MEMBER SIZE MAXIMUM SPAN
24" C.C. 16"C.C. 12" C.C.
2 X 4 41-31' 51-T 51-8"
2 X 6 7'-U11 8'_6" V-3"
2 x 8 91-31' 10'-811 I V-511
2 x 10 111-511 131-611 151-011
2 x 12 14 -311 16'-5" 18'-6"
I. RAFTERS SHALL BE SOUTHERN PINE It 2 GRADE OR BETTER
2. MAXIMUM SPACING SHALL BE AS NOTED IN TABLE
3. RAFTERS SHALL BE SHEATHED WITH SPAN RATED STRUCTURAL SHEATHING AS NOTED IN
PLAN
4. NO CONCENTRATED LOADS SHALL BE PLACED ON RAFTERS
FLOOR FRAMING NOTES:
1. FLOOR DESIGN LOADS
LIVE LOADS
SLEEPING ROOMS............................30PSF
ALL OTHER ROOMS .........................40PSF
BALCONIES.....................................60PSF
DEAD LOADS..............................................15PSF
STAIR DESIGN LOADS
LIVE LOADS................................................4OPSF
2. FLOOR FRAMING:
UNLESS NOTED OTHERWISE ON PLANS FLOOR FRAMING SHALL BE PRE-ENGENEERED FLOOR
TRUSSES OR SOUTHERN PINE #2 WOOD JOINT SPACED AT 24" O.C. MAXIMUM AND SHALL
BE DESIGNED WITH MAXIMUM TOTAL LOAD DEFLECTION LIMITED TO L/360
3, FLOOR SHEATHING SHALL BE A MINIMUM THICKNESS OF 23"/32" SPAN RATED
STRUCTURAL SHEATHING INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS
WITH 10d NAIL AS 12110.C. IN THE FIELD AND 6" O.C. AR PANEL EDGES.
4. UNLESS NOTED OTHERWISE ON PLANS ALL HEADERS SHALL BE 2 2-2X12 SOUTHERN PINE
2 GRADE OR BETTER.
S. FLOOR JOISTS SHALL BE LOCATED TO ACCOMMODATE MECHANICAL LAYOUT.
HAZARDOUS LOCATIONS:
THE FOLLOWING SHALL BE CONSIDERED SPECIFIC LOCATIONS FOR THE PROPOSED GLAZING:
1. GLAZING IN SWINGING DOORS AND FIXED AND SIDING PANELS OR SIDING (PATIO) DOOR
ASSEMBLIES.
2. GLAZING IN DOORS AND WALLS OF ENCLOSURES FOR THE HOT TUBS, WHIRLPOOLS,
SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND OTHER SUCH FACILITIES WHERE SUCH
GLAZING IS LOCATED 36 INCHES (914MM) OR LESS, MEASURED HORIZONTALLY, FROM A
STANDING OR WALKING SURFACE WITHIN THE ENCLOSURE AND WHERE THE BOTrOM EDGE
OF THE EXPOSED GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE
SUCH STANDING OR WALKING SURFACES.
3. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACEN T TO A DOOR WHERE
WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH (610MM) RADIUS OF'rHE DOOR IN
A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE
THE FLOOR OR WALKING SURFACE.
4. GLAZING IS AND INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE
LOCATIONS DESCRIBED IN ITEMS 2 AND 3 ABOVE, THAT MEETS ALL THE FOLLOWING
CONDITIONS:
4.1 EXPOSED AREA OF AND INDIVIDUAL PANEL GREATER THAN 9 SQ/F (0.84M2)
4.2 BOTTOM EDGE LESS THAN 18 IN. (457MM) ABOVE THE FLOOR.
4.3 TOP EDGE GREATER THAN 36 IN (914MM) ABOVE THE FLOOR
4.4 ONE OR MORE WALKING SURFACES WITHIN 36 IN (914MM) HORIZONTALLY OF -THE PLANE
OF THE GLAZING.
5. ALL GLAZING IN RAILING REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE
INCLUDING STRUCTURAL BALUSTER PANELS AND NON STRUCTURAL IN -FILL PANELS.
6. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS
AND SPAS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING, IS : (1) LESS THAN 60 IN
1525MM) ABOVE WALKING SURFACE ON THE POOL SIDE OF THE GLAZING, AND (2) "THE
GLAZING IS WITHIN 60 IN (1525MM) HORIZONTALLY OF WATER'S EDGE OF A SWIMMING POOL
OR SPA. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PLANES IN MULTIPLE GLAZING.
ISite Plan (not a survey)
Drawina Title
XX)OCXXX __\Detail Title
X
scale: )m Drawing ID Num
fScale
1rDrawing. ID Number
gprtinn
Drawing ID Number
x
VXXX
Sheet Number
Cross Section
Drawing ID Number
X X
XXX XXX
Sheet Number
Elevation
Drawing ID Number
x
xxx
Sheet Number-- ._-/
Detail Enlargement
Area to
J11I. L 1\NI I1V 1
Elevation Height
Elevation
Height Reference Point
0'-0" A.F.F.
Revised area
clouded
LAN
Window and Door CQd S
endum Num
Window Code ® Door Code
see window schedule) (see door schedule)
INDEX
Sheet No. Sheet Title
1 Index, General Notes, and Tabulation, Site Plan
2 Existing Area/Demolition Plan, Floor Plan,
Elevations and Cross Section
3
Foundation Plan, Electrical Plan, Standard and
Structural Details
4
Rafter layout, Wall Section, Structural and
Typical Details
TABULATION
Screen Porch 450.00 sq.ft.
TOTAL 450.00sq.ft
D
NOTE:
IT IS THE CONTRACTOR'S RESPONSIBILITY
TO CHECK DIMENSIONS FOR ACCURACY
DESIGN CODES
This Structure has been designed in accordance with and meets the requirements of Section
301.2.1.11 2007 edition of the Florida Building Code (W/ 2009 Supplements) - Residential for
enclosed structures and as such will withstand basic wind speeds of 120 mph Exposure B,
and internal pressure coefficient of .18 (3-second gust) factor 1.0 and cladding are +25.9
34.7 all connections have been checked to withstand all design pressures for components
applicable loads
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RESIDENTIAL
ADDITION
INDEX AND
GENERAL NOTES
DRAWN
CR
CHECKED
E1M
DATE
09-19-CIS
SCALE
1/4"=1'-0"
JOB NO.
A08010901
SHEET
F 4
SEAL
l
y7
O e n A. M ly t
Lc. #: PE041509
1060 E. Industrial Drive
Orange City, FL. 32763
t
FRONT OF THE PROPERTY
REAR OF THE PROPERTY
scale: 1/4"=1'-0"
Demolition l n
scale: 1/4"=1'-0"
Proposed Screen Porch
Addition
1!
Existing SGD to be removed
New French door to be installed)
Existing concrete slab to be
demolished
Cross Section B-B
scale: 1/4"=1'-0"
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f'r r'
I / / ,/ /
f ,r'"//rr/ //
f /// ', ;;, , r"",; '
r'..'.f.:._%. _..... '.
r'
r' / FAMILY ROOM
KITCHEN '' `"'
f
f j existinghouse ' Existing /Familr / " /f,%
r / y r %
f f , ' !/,r` r'` i ! / /" _"x, Room Windows /
yf,.% /"+`, ,• ,- / ,,' / r/ f ! //%/,
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r"` ,, .
r f',j/ !'',, e r ,i , /r J,, / fr '' ,. "',, / ""
a'' ,
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5
Pill
existing lintel/' '/ / / / / / !
f !
i' /% / ` /,
i
4"
PROPOSED SCREEN PORCH
10'-0" 0
I Screen Screen
29'-4"
A
PG4
12'-0" 4'-8" 10'-8"
1-411
30141
Proposed floor plan
1
10'-9" RIDGE
it and Wall Section A on Pg.4)
8'-0" SAVE*
New Wood Frame Wall
See Wall Section A)
Foundation (See Foundation Plan and Details)
0'-0" F.F. Alh
Vx:2" aluminum frame work
attached to wall w/ #10 x 11/2"
screws @ 24" o.c.
2"x3" aluminum frame work
attached to wall w/ castle clip
and fastened w/ 2 #10 x 1 1/2"
to wall and 2 #8 x 9/16" to
frame work.
1'-0"
OI 15'-0"
2
0
M
Screen
Existing
Stucco Finish New
7/8" Stucco Finish 1
NOTES:
1. EXTERIOR WALLS 4" WOOD FRAME W/ %" STUCCO FINISH
2. NOT USED
3. NOT USED
4. NOT USED
5. NOT USED
6. ALL EXTERIOR WALLS, LESS OPENING WINDOW SIZES MUST BE VERIFIED BY
CONTRACTOR PRIOR TO CONSTRUCTION
7. THE WINDOWS AND DOOR SIZES SHOWN ARE GENERIC SIZES, CHECK WITH
MANUFACTURER TO VERIFY DIMENSIONES.
Screen Area & Beam Schedule O
Code Type Size
HEADER
Notes
Length Span Type
1 SCREEN 2) 64"Wx72"H IV-4" (136") 10'-8" (128") 2-2x12 wood
2 SCREEN 2) 60"Wx63"H 10'-8" (128") 10'-0" (120") 2-2x12 wood
Door Schedule O
Code Type Size
psf HEADER
Notes
psf Length Span Type
A UUfSWING 72"WX80"H
23.7
EXISTING PRE -CAST
LINTEL /EXTERIOR FRENCH30.3
B OUTSWING 36W"x 80H" T-8" (44") T-0" (36") 2-2x6 wood SCREEN
1. THE WINDOWS AND DOOR SIZES SHOWN ARE GENERIC SIZES. CHECK WITH
MANUFACTURER TO VERIFY DIMENSIONES.
WALL LEGEND
NEW 4" WOO FRAME WALL @
8'-00" HIGH
Exterior Light
Vent
r T-11 Finish or siding
10'-9"..._RIDGE
GFI/WP outlet --
Kick plate
PrODOsed Rear Elevation
B
PG2
RIDGE
1"x2' alurinum frameworks C @1Cli iiilllQlJl111,iq l _ li IIiN`qg p¢idpifl„'1gri""rl,'YItl JgBol p'I'{IIIItIr iTl N
r i IyI, q"""'"
Iattachedtowallw/ #10 x 1/I r twr Ii,iMiIlIIyrP,h , r ra Hl p I
8 0" EAVE.
screws @ 24" o.c.
h}rr r r: r Nr oar rJwil
2"x3" aluminum frame work ry y 7 ''r y{ i u a+ r.
attached to wall w/ castle clip r
N""{y ir` ";" , r
r+
r
ry Y rr r r" i V f 11 0"
and fastened w/ 2 #10 x 1 1/2"
to wall and 2 #8 x 9/ 16" to
frame Work.
u ' rr r' r' <I ; "' >h "f++.i ` r r r' r i, screen
a r r r1 ' y y r,r, rn +y,'y,', *r+r 1 rl I '
Scr
Existing New -
Stucco Finish 7/8" Stucco Finish 0'-0" F.F.
B
PG2
Side elevation
scale: 1/4"=1'-0"
8'-0" - AV E
l J
1'-0" or
PG 4
w'ii'M"r' ftv §rrfm 'i,f t, l 6" clearance Stucco
to finished gradeg
f
1 0' 0" F:F.
36"x48"x4"D
concrete pad Pt4
JIUC CItWMIVI I
scale: 1/4"=1'-0"
REVISION
DATE REQ. BY
02-09-09 owner ML
02-16-09 bld. dep. CR
02-16-09 owner CR
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RESIDENTIAL
ADDITION
EXISTING AREA
FLOOR PLAN
ELEVATIONS
CROSS SECTION
DRAWN
CR
CHECKED
B. N1.
DATE
09-19-08
SCALE
1/4"=1'-0"
JOB NO.
SHEET
1, I lir..
e
Il uk
J 44;iG
I
OF 4
SEAL
I
Bryan A. Molyet
Lic. It: PE041509
1060 E. Industrial Drive
Orange City, FL. 32763
j!" / // .+'''' f ,' % f .. " `j' ! ,, // ,, + f'` /` / / !r per "" / / /," // '/ j , f ,'
11! j j/ /
G
j ' %` ,/',r , /°
existing house /r"'f//`////,//%' '' /'/`'^" / / " ,,+' //'' ` /
X
r , f j', /, 0 ///7 f
2
0
En
3
PG3
I 41 #
5x12" epo nto existin
@ T-0" I
o. NOTE:
4"
CONCRETE SLAB ON 6
MILL VISQ. W/6-6 FIBERMESH OR
10-10 W.M. 2500 PSI CONCRETE
ON COMPACTED I
TREATED
FILL AS
PER LOCAL CODE V-
2"x4" wood frame @ 16'
o.c. Exterior
RI
isolation Optional)
Sutcco
Finish Rustic wood finish Screen
Porch Area 8"
x1/2" "j" bolts @ Finish Floor as 21"
O.c. emb. 4" min. per owner r
4"
conc. slab 2"
x 4" p.Lbottom plate (see found. plan) 6'
clearance Stucco to
finished grade rrIL..
I iY._..L ICI--. iIIIIII `
I l
I III L. il- 11T ,l III Ili !I III_ I I
L- i OOeaCln, termitetreated compact fill I! I---•! l (- ill = 111, 9.1! . I1 III .a • II= !I, ... II. III
111.- I Il 111 IIIw+IIl, .IlI.._.Iip ....Iil ei— 1 ___ i ,)-.-
irlll:
lil 11 III::- III IVi•.. 3 New
Monolithic
Foundation N.rs.
RATED SHEATHING
INSTALLED WITH LONG DIMENSION
ACROSS STUDS; STAGGER VERTICAL ]
OINT5 LEAVE 1/
8" GAP AT EDGES AND ENDS UNLESS OTHERWISE RECOMMENDED
BY MANUFACTURER DOUBLE TOP
PLATE LAP ENDS 2 #5
CONT. W 1/
2
SHEET OF PLYWOOD AS
STARTER SHEET
SPACE NAILS
12" O.C. VERnCALLY IN
PLYWOOD FIELD
SPACE NAILS
6" WALL FRAMING
O.C. AT EDGES RATED SHEATHING
USED AS CORNER BRACING; INSTALL
WITH LONG DIMENSION PARALLEL
TO STUDS Nails shall
be spaced at not more the 6" on center at all supports where
spans are 48" or greater 6 Wall
Sheathin N.T.
S. 36"x48"
x4" deoth P 30'-
0"
scale: 1/
4"=1'-0" i 3
PG3
0
rn
1-
4
FOUNDATION NOTES:
I.NOT
USED 2. NOT
USED 3.THE
BUILDER SHALL VERIFY THAT THE FOUNDATION BEARING SOIL HAS A MINIMUM LOAD
CARRYING CAPACITY OF 2,000 POUNDS PER SQUARE FOOT. IF A LESS
SOIL BEARING CAPACITY EXISTS, OBTAIN THE ENGINEERING'S RESPONSE BEFORE
POURING FOUNDATION FOOTINGS, AS FOUNDATION REVISIONS WILL
BE REQUIRED. 4. AS
AN ALTERNATE TO TERMITE SOIL TREATMENT BORACARE TERMITE USED I
APPROVED U FAPRVEDBYPERMITTING AUTHORITY AND APPLIED PER
THE MANUFACTURER'S REQUIREMENTS. TREATMENT MAY
BE MISSING OR
MISPLACED ANCHOR BOLT (ALTERNATE BOLTING FOR WOOD
SOLE PLATE) THIS DETAIL
15 TO DESCRIBE ALTERNATIVES TO ANCHOR BOLTS IN SLAB AND BOND BEAM.
BUT DOES NOT APPLY AT STEP DOWN AND/OR CURB CONDITIONS IF THE
BOLT TO BE INSTALLED IN THE SLAB MEETS THE MINIMUM CONCRETE EDGE DISTANCE
AS SPECIFIED BY THE MANUFACTURER OR, IS AT LEAST 2- Y4" FROM ANY
EDGE FOR %" BOLTS AND 3-Y2" for %" & Y4" BOLTS, THEN A STANDARD EXPANSION
BOLT EMBEDDED 5" MIN. AND THE SAME DIAMETER AS THE SPECIFIED
ANCHOR BOLT MAY BE USED (SPACING FOR BOLTS AT WOOD NOTE MIN.
ALLOWABLE LOADS BELOW) IF THE
BOLT TO BE INSTALLED IN THE SLAB MEET THE MINIMUM CONCRETE EDGE DISTANCE AS
SPECIFIED ABOVE OR IS TO REPLACE BOLTS SPECIFIED IN BOND BEAMS, THEN
INSTALL AN ANCHOR W/ SIMPSON TYPE "SET" EPDXY (ONLY) THE SAME SIZE
AS THE ONE BEING REPLACED W/ A 6" MINIMUM EMBEDMENT INSTALLED PER
EPDXY MANUFACTURER) WHERE ALLOWED
THE MINIMUM REQUIREMENTS FOR EXPANSION TYPE BOLTS ATTACHING WOOD
SOLE PLATES TO BE 1800# ALLOWABLE TENSION FOR %" BOLTS AND
1200# ALLOWABLE TENSION FOR Y2" BOLTS. IF NOT PER PLAN ANCHORS FOR
HEAVY HOLD DOWNS SHALL HAVE AN ALLOWABLE TENSION LOAD EQUAL TO
OR GREATER THAN ALLOWABLE LOAD OF THE HOLD DOWN. NOTE:SLEEVE
ANCHORS AREA NOT ALLOWED MISPLACED DOWEL
NOTE: I HIS
NO I E 1S TU DESCRIBE ALTERNATIVES TO MITIGATE FOR CASTING REBAR VERTICAL REINFORCING AT
AN INCORRECT LOCATION IF THE
WALL HAS NOT BEEN BUILT DRILL A 1" DIAMETER HOLE 5" DEEP INTO THE THICKENED EDGE OF
THE SLAB AT THE CORRECT LOCATION EPDXY A 30" LONG #5 REBAR INTO THE DRILLED HOLE
AS THE WALL IS BUILT, LAP REBAR A MINIMUM OF 19" AND BEND VERTICAL BAR 90
DEGREES TO ACHIEVE A 12" LONG LAP WITH THE CONTINUOUS REBAR IN THE TIE BEAM IF THE
WALL HAS BEEN BUILT CORE THE WALL AT THE CORRECT LOCATION 16" WIDE AND 4" DEEP
FULL OPENING AT THE FLOOR DRILL A HOLE AND INSTALL 30" LONG REBAR AS DESCRIBED ABOVE.
LAP VERTICAL STEEL AS DESCRIBED ABOVED INTO 'rHE BEAM. FORM CORED WALL AND
POUR SOLID WITH 3000 PSI PUMP MIX CONCRETE USING AN 8" SLUMP TO INCLUDE REPAIRS NECESSARY
TO THE BEAM 1 ORNER
BAR STANDARD A.C.I I LAP
SPLICE TYPICAL EACH SIDE. (SEE
GENERAL NOTES), BAR SIZE
SAME AS FIG. REINF. 2511 VERTICAL
DOWEL
AS REQ'
D IN PLAN TANDARD A.C.I. ALTERNATE TO
RUNNING CONTINUOS THROUGH CORNERS) Connection between
New Slab and Existing Foundation R@inf, Placement @ footing corners NTS N.
T.S. 2) top --
poured cell
w/1#
5 2"x
4" wo( studs @
11 3-%" exp
2x 4
P.T. we 8" x1/
2" "j" bol 21"o.
c. emb. 4' SIMPSON SPH4
top & bott.
@ 32"o.
c. Existing lintel block See foundation
plan for details and location
7 Block
to Frame Conn,/Frame Br g Wall N.T.
S. TWC 2X4CRI
2x
woos
TRIMMER SI
KING STUD
8 Header
detail
N.T.
S. SMOKE DETECTORS:
SMOKE DETECTORS
SHALL BE IN ALL SLEEPING AREAS SHALL BE
INTERCONNECTED, SHALL BE WITHIN V TO 3' OF PEAK
AND SHALL BE AS CLOSE AS POSSIBLE TO THE TOP & BOTTOM
OF STAIRS, AND SHALL BE 3' FROM SUPPLY OR
AIR STREAM, AND EQUIPPED WITH BATTERY BACK-UP.
DOWN%" LAST
9" SLAB ON
i"x48"
x4"D Exterior Door
and Sill Sleder N.T.
S. Load Factor
30 Lb. per square foot: Fasteners are
required not closer than 2" or more than 4" from ends and
spaced 1) For
exterior windows and doors use 2"X 4" p.t. min. as per detail 2)
For
garage door use minimum 2" x 6" P.T. buck for jambs and required spring
pads. 3) Provide enough fasteners of type used to equal or
exceed state loads or tables equal in distance along balance of
buck Approval Fasteners:
3/16"
Tapcon with 1 1/4" penetration=938 lb. of shear 1/4"
Tapcon with 1-3/4" penetration= 1590 lb. of shear Standard T
nail 1 3/8" long =44 lb. holding power See manufacturers
specifications for required fasteners to attach garage door,
entry doors and windows to building. 9 Fasteners
Note: N.T.
S, scale: 1/
4"=1'-0" BUILDER NOTE:
ALL BRANCH
CIRCUITS THAT SUPPLY 125-VOLT SINGLE-PHASE,
1 5- AND 20- AMPERE OUTLETS INSTALLED IN
DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY
AN ARC -FAULT CIRCUIT INTERRUPTER LISTED TO
PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT.
GENERAL WATER
HEATER NOTES: WATER HEATER
T & P RELIEF VALVE FULL SIZE TO EXTERIOR WATER
HEATER & FLOOR LEVEL TO BE IN PAN W/DRAIN
TO EXTERIOR (W/THERMAL EXPANSION DEVICE) 1/4"
x 3" tapcon side buck 16"@ 2"x
4" P.T.buck o.c, see detail "A" U.O.N. U.O.
N. L i
FILLED CELL
Windows must
be anchored as per manuf. spec, and in compliance with
chapter R613.6.1 of F.B.C. 5 Door
Buck
Detail N.T.
S. SINGLE POLE
SWITCH SURFACE INCANDESCENT
DUPLEX RECEPTACLE
OUTLET 0 FAN
O
O
P.T.
2"x ANCHORED TO MASONRY W/
1/4"x 3" TAPCON @
16"O.C. @EACH BUCK
PRE -HUNG
UOUR FRAME STUCCO FINISH
OPT. 8"x
8"x 16" C.M.U. 1#5
IN FILLED CELL DOOR FRAME
SECURED 1/2" DRYWALL AS PER
MANF. SPEC ON FURRING STRIPS 16"O.
C. DOOR BUCK
DETAIL "A" REVISION DATE
REQ.
BY 02-09-
09 owner ML 02-16-
09 bld. dep. CR 02-16-
09 owner CR m Ln
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RESIDENTIAL ADDITION
FOUNDATION
PLAN,
ELECTRICAL PLAN
STRUCTURAL AND
STANDARDS DETAILS
DRAWN LEA
CHECKED
B, [
A.
DATE 09-
19-
08 SCALE 1/
4"=
1'—O" JOB NO.
A08010901. SHEET
I ,
i
OF
4
SEAL G
B
et
r/Y %an A. Moo Y G ( Lic. #: PE041509 1060 E.
Industrial Drive Orange City,
FL. 32763