HomeMy WebLinkAboutBuilding Planst
GENERAL NOTES
1, CONSTRUCTION SHALL FOLLOW "FLORIDA BUILDING CODE: 2004" AS ADOPTED
BY ST.. LUCIE COUNTY AND AS APPLICABLE TO THE AREA IN WHICH THE
BUILDING IS TO BE CONSTRUCTED WITH ALL APPLICABLE AMENDMENTS.
2, THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC. SHALL VERIFY ALL
DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ETC.
PRIOR TO CONSTRUCTION. THEREFORE NOT TO HOLD LIABLE THE DESIGNER OR
ENGINEER FOR ANY OMISSIONS OR ERRORS DURING CONSTRUCTION,
3. ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER
SCALED DIMENSIONS
4. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE
ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES.
STRUCTUAL NOTES
1. DESIGN LOADS IN ACCORDANCE WITH FRG CHAP. 3 & FRB CHAP. 16
2. SOIL BEARING CAPACITY: 2500 PSF
3. ALL STRUCTUAL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3000 PSI AT 28 DAYS.
250 PS ICOMPRESSIVE
4. SLAB/FOOTINGS T B CONCRETE WITH MINIMUM 0
Q E
STRENGTH AT 2$ DAYS. SEE PLANS FOR SIZE AND STEEL REQUIREMENTS.
TREND
5. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
FOOTINGS:3" BEAMS: 1-1/2" SUSPENDED SLABS: 1"
6. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS.
GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS.
7. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED.
8, SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO
INSTALLATION OF HARDWARE IS NOT PERMITTED.
9. UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE
SHALL CONFORM TO THE MANUFACTURERS INSTRUCTIONS AND STANDARD
PRACTICE.
10, BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER
EQUAL TO THE NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE
BEARING MEMBER IS 2 OR MORE PLIES UNLESS NOTED.
11. ROOF SHEATHING TO BE NAILED WITH EITHER 8d RING SHANK
OR 10d ROOFING NAILS AT 4" O.C. THROUGH -OUT, ALL ZONES
12. UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS, EXTERIOR PLYWOOD
SHEATHING AND INTERIOR DRYWALL IS TO BE NAILED WITH 10D OR
WITH
BETTER NAILS 6" D.C. EDES NDDRYWALL
LONGBA
SCREWS 1.5 INCCHES DC0.131L INCHES DIAMETER.
13, ATTACH WINDOW & DOOR BUCKS PER DETAILS THIS SHEET
14, FRAME TO MASONRY SEGMENT CONNECTIONS, MIN. 2x4 P.T. TO
MASONRY WITH 1/2' dia., MIN. 6" EMBED. WEDGE BOLTS, (1) 6" FROM
TOP & BOTTOM, THEN 24" O,C. THEREAFTER.
6.1 16,
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STRUCIURAL SHEATHING
--- -- --
(SEE IYP. WALL SECRQV DETAIL)
16• 6' 1
2 A 4 B.00ANG
ATTACH P.T. BUCKS TO CONCRETE WITH
8d CASEHARD NAILS 12" D.C.
ATTACH UNITS PER PRODUCT
APPROVAL & ATTACHMENT CHART THIS SHEET
EXTERIOR FACEOF
OPN'G' WIDTHS VARY WALL
❑
UNIT
D Q
lx4 (Min) PT BUCK FOR WINDOW
** USE lx6 (Min) PT BUCKS ON SLIDING GLASS DOORS
ATTACH AS ABOVE
WINDOW & SGD BUCK DETAIL
ATTACH 2x6 BUCKS TO CONCRETE WITH
3/16" x 3-1/4" TAPCONS 1-1/4" MIN, EMBED 0 12" O.C.
ATTACH EXTERIOR DOOR UN17S PER PRODUCT
APPROVAL & ATTACHMENT CHART THIS SHEET
OPN'G' WIDTHS R EXTERIOR FACE
OF WALL
as
as
DOOR UNIT 24 PT BUCK
EXT. SWING DOOR BUCK DETAIL
EXTERIOR FACE OF WALL
STUCCO RETUR
2x6 P.T. 0 a
OF DOOR SET
1/2" INTO OPENING
GARAGE DOOR,
HARDWARE \
1/2" X 8" WEDGE ANCHORS
EMBED 6" 0 24" O.C.
GARAGE DOOR DETAIL
TYPICAL BUCK
ATTACHMENTS
SCALE: 3/4"- 12"
S
Nu
cu
?U
cu
TYP. DR. FRAME
ATTACHMENT
1R16SES 0 21' 0.G
I/T Mx PLYN000 I& NALS 0 4'
MC h51 {ELT AND CE1011TIWS
Mij.*
ODAINO ON NRE LATH, PROMDE
SIMPSON MIS12
2x4 BLOW AS REOWREO FOR
PLYMOCO SHEAIWNC NAL IBd
W(4).10Dx1 f/1'
NALS 0 4' O.C.
SIMPSON MTS12
NAILS EACH END
N'(4) IODxI 112'
GABLE END 1AUSS
NAILS EACH E
2. 1' MEB SnTTENER AS REOb
BY WSS DESSER
2 X 4 RAT RUN W/
(1) 12D NAILS IN
EACH TRUSS
91M META 16 0 24' O.C.
(10) a x 1-112' NMS TO IRII69
pur
16d 012'O.0
2x6 Pl. ND 11/4'0 CONC ANCHORS B 16LI
pi
O.C. (MIN. 1 114' EMBEDMENT)
" 4
TYPICAL R.W. PANEL
TOP RAL/BEAY
FAR GABLES LESS THAN lf-O,USE
(1) 2x4 BRACE 0 RIDGE.
FOR GABLES 11'-0' AND LONGER,USE
11W15
2x4 DIAGONAL BRACE 0 8'-0' O.C,
fm
STARRNG 0R10a,
GABLE END BRACING DETAIL
.:ILLS
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PRODUCT APPROVAL & ATTACHMENTS
BUILDING ADDRESS,
❑PN'G
L A.
A
B
c
D
E
F
G
LOT BLOCK .
❑DUCT M❑DEL#
LIAM
MANUFACT,
GLASS
DESCRIPT
ATTACHMENT METHOD
BLDG. DESIGN PRODUCT DESIGN
PRESSURE PRESSURE
1 12014 ❑HD DS 350 WAYNE-DALTON N/A 5116' LAG SCREWS, 2 @ EA. CLIP +32.8 -35,1 +
40/-40
2 12017, ❑HD DS 350 WAYNE--DALT❑N N/A 5/16" LAG SCREWS, 2 @ EA. CLIP +31.6 -34.8 +40/-40
3 30681 SC ❑/S C❑NST. SERIES THERMA-TRU N/A #10 WD. SCREWS, EMBED MIN. 1 114' +31.6 -34,8 +55/-65
n
PRODUCT:
MULLIONS
ROOF
SIDING
3
SOFFIT
I
MODEL #
'AL SOVERE.
STUCCD
THRU' 2x6 P. T, WD, BUCKS -Wx THRU' 1 x4 FT WD, BUCKS INTO CONC,
SEE DETAIL THRU' EACH MANUFACTURER
THIS SHEET PROVIDED ATTACHMENT HOLE
1-114' MIN, EMBED, INTO CONC,
REFER TO TYPICAL BUCK ATTACHMENTS THIS SHEET
MANUFACTURER ATTACHMENT METHOD BLDG, DESIGN PRODUCT DESIGN
PRESSURE PRESSURE
GAF 6- 1 114' R170FING NAILS PER SHINGLE
CEMENOUS PARGE COATING -TROWELED
8DX 1 112' NAILS @ 6' O.0
THESE PLANS AND ALL PROPOSED WORK
AND SUBJECT TO ANY CORRECTIONS
..rvruvx�rt., IN VKUCK IW
COMPLY WITH ALL APPLICABLE CODES.
JURISDICTI❑N: ST, LUCIE COUNTY
CODE: FEC/FRC 2004/W 2006 REV,
ENGINEER: L❑RIS ASMUSSEN
TYPE OF CONSTRUCTION: CBS X FRAME
BUILDING DESIGN, OPEN ____ ENCL, X PART, ENCL,_
WIND SPEED (3 SEC, GUST), 130 MPH X 140 MPH
ASCE CATEGORY, SINGLE FAMILY X ❑THER
EXPOSURE CATEGORY .8
INTERNAL PRESSURE C❑EF: d,18
IMP❑RTANCE FACTOR: TO
MEAN 'BUILDING HEIGHT, 20A'1 FT.
5F12
OVERHANG: 24 n ROOF PITCH
DESIGN PRESSURES ARE NOTED AT EACH
OPENING ON ELEVATION PLAN
ROOF DEAD LOAD: 17 (SHINGLES) (TILE)
FRAMED FLOOR LIVE LOAD; NIA PSF DEAD LOAD NIA PSF
SHUTTERS YES _ x NO IMPACT WIND❑WS
IMPACT RESISTANT ASSEMBLY: YES X NO
+3� -48
+3� -48
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ST. "'CIE COUNTY
OUI�DING DIVISION
REVIEWED
FOR E
REVIEWED B v DATE
PLANS A �' PER
MUST BE KEPT ON:JOB OR
NO INSPECTION WILLBE MADE
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SCALE:
noted
DATE:
5-18-07
PROJECTNO.
MM1451C
SHEET
C-1
55'-0"
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FLOOR PLAN
stole, 1/4"=1'-0"
4'-8"
7'-6°
15,-0"
7'-6°
NOTE: ALL WINDOW BUCKS AND WINDOW FRAMES
TO BE SET IN POLYURETHANE CAULKING.
DOOR SCHEDULE
MARK
TYPE
REMARKS
12'X 7' OVERHEAD GARAGE DR.
2
131
3068 SC
12' X 14' OVERHEAD GARAGE DR.
NOTE: ALL SLIDERS AND EXTERIOR DOOR
THRESHOLDS TO BE GROUTED IN PLACE.
fiberglass shingles over 30# paper
over 5/8" cdx. plywd. sheathing
attached w/ 10d nails 0 6" o.c.
HETA16
goly, drip over
1x2 pt..over
alum. fascia
2x4 spruce sub -fascia
alum. vented soffit 24
overhang
II 10' TOP OF BEAM ONE STORY SECTI
AND SUBJECT
THESE PLANS AND ALL PROPOSED JJ
WORK PERIMETER BEAM 010'
T® ANY CORRECTIONS 2- COURSE U BLOCK OVER BLh
NS
REQUIRED BY FIELD INSPECTORSW/ 1— #5 EACH COURSE
�4 Y BE IV�k�� THAT
RDit
,ltr4Td 9 �P r' 114 ER TO
ALL APPLICABLE CODES,
5/8" stucco finish
over concrete block
#5 vertical dowel rod
with 90 degrees bend in
ftg. and continuous upward
thru concrete tie beom
above dowel rods at all int,
and exterior corners and
spaced 4' max. on center in
field. grout block voids
around each dowell with
3000 psi concrete
DURAWALL EVERY OTHER
COURSE
GENERAL NOTES
1: CONSTRUCTION SHALL FOLLOW "FLORIDA BUILDING CODE: 2004" AS ADOPTED
BY THE CITY OF FORT PIERCE AND AS APPLICABLE TO THE AREA IN WHICH THE
BUILDING IS TO BE CONSTRUCTED WITH ALL APPLICABLE AMENDMENTS.
2. THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC, SHALL VERIFY ALL
DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ETC.
PRIOR TO CONSTRUCTION. THEREFORE NOT TO HOLD LIABLE THE DESIGNER OR
ENGINEER FOR ANY OMISSIONS OR ERRORS DURING CONSTRUCTION.
3, ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER
SCALED DIMENSIONS
4. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE
ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES.
i
SCHEDULE OF AREAS
NEW GARAGE 1275 SO. FT
TOTAL 1275 SO. FT
4" thick conc. slob ( 2500
psi) clean,
over vapor
over clean, compacted
poisoned fill
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Note: Standard block recess I II; o o / ,
is 1 1/2" x 7 1/2"
18".X 18" MONO FTG
18 w/ 2- #5 rebar cont.
min. 3" cover 0 bottom bars
TYPICAL WALL SECTION
scale: 3/4" = 1'-0"
NOTES
EGRESS WINDOWS IN SLEEPING ROOMS
MUST 1HAVE A MINIMUM CLEAR
OPENING HEIGHT OF 24" & A MINIMUM
NET CLEAR WIDTH OF 20" NET CLEAR
OPENING AREA SHALL BE NO LESS
THAN 5 SQUARE FEET ON GROUND FLOOR
5.7 SQUARE FEET ABOVEGROUND LEVEL
MAX, SILL HEIGHT 44" ABOVE FLOOR
STUB OUT SHALL BE IN WATERPROOF BOX
WITH BLANK COVER 1/2 INCH LIQUID TIGHT
6 FOOT LONG WITH 2 CONNECTORS
12-3 WITH GROUND
12
roof
5 slope
engineered roof
trusses at 24",
on center
,•.•.A.•& i� • 1 1
I11111111110111i�
1/2" drywall cig. CEILING DENSI Y
2- COURSE U BLOCK OVER BLK WALL
W/ 1- #5 EACH COURSE
WALL
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SCALE:
noted
DATE:
5-18-07
PROJECT NO.
MM1451C
SHEET
[ A s 1
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_--_�-�-----_------_-_ --_- _ -- - - - - - - - - - - - - - - - - - - - - FIBERGLASS SHINGLES
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FIBERGLASSSHINGLES L_e:_____..'...._..__ ., ....,.a....__-...._._....---------------------- - - - - _.__...._.,..,..-_.-._....---_---..--.....r.....J..-._
5 12 ROOF PITCH
:FRONT
N
LE 0 E VATI
scale: 1/4 =1 -0
12' X 14' OVERHEAD GARAGE DR.
+32.8 -35.1
— — — — — — -' — — — — — — — — — I — — — — — — — — — — — /��_ — _, — — TQP .QF QLAM— — — — —
o— — — — — - �' — — —"— — — — — — — � — _ -- — — — — — — — —
N / _- - - _- -__ - - - - _._ _ - - _.., - -._ -.-. -
.. �. �-
PERIMETER BEAM CONTINOUS THROUGH 20' SECTION
/
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f(XIST
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AND SUBJE T L PROP SED
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C..;OgNY, O WORK
RRECTiONS
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C®M Y BE NECESSARY LD INSP INSPECTORS THAT
Y WITH ALL
RY IN ER LO
APPLICABLE CODES.
RIGHT ELEVATION NEW
scale: 1 /4„=1'-O' f i
5 : 12 ROOF PITCH
} NEW.
FIBERGLASS SHINGLES
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NEW
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EXIST I
5 : 12 ROOF PITCH STUCCO EXISTING SCREENED PATIO I I
12' X 7' OVERHEAD GARAGE DR. NOT SHOWN I. I
FOR CLAIRTY
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3068 SC I
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24' � - ----------------------------------
2 3
+31.6 -34,8 +31.6 -34.8
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FIBERGLASS SHINGLES - scale: 1/4"=1'-O"
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--------------,__--...,.,.,--_----.--:--,. - - - ___ - r__.----------------------i EXPOSURE CA
T'IOGORY
} INTERNAL PRE%%
#' DESIGN PRESS
REAR ELEVATION
140 MPH 3 SEC GUST
1,0
ENCLOSED
B
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SEE ELEVATIONS G. DOOR
SEE ELEVATIONS ALL OTHER OPNGS
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REVISIONS
M
DATE:
5-18-07
PROJECT NO.
MM1451C I
SHEET
A-2
l :.L G -
45-0"
55' - 0"
COLUMN SCHEDULE
Col. height size reinforce
E 10' TO 20' 8" x 8" 1 #5 Cont.
FOUNDATION PLAN
scale: 1 /4"=1 "-0"'
LINTEL DETAILS
TOP OF WALL
UNLESS NOTED OTHERVISE
-----------------
8' C,M U. i o I TOTAL
COMPOSITE
8' PRECAST c DEPTH
LINTEL UNIT,
SO SPAN OPENINGS
IN PLACE OF BOND
BEAM BLOCKS AS
NDTED ON TYP. WALL
s OF REBaR IN SECTION SHEET A-1
BOTTOM. SECTION
WI \ H /
BF16-13 / 2T
FILLED \ a OF REBAR IN
SOLID TOP SECTION
TOTAL COMPOSITE DEPTH
T�Tq�4r.F
LINTEL
TYP 8' WALL MIT
TYP. COURSE / COURSES '
OF BOND BM, BLK. PER
TYP, WALL SECTION I ppk �
MINIMUM 4" SOLID
A" OM ROEaww L9Cvrus
TYP. POURED CELLS
.WITH ON RODS PER
FOUNDATION PLAN
ACTUAL LINTEL PLACEMENT & ROUGH OPN'G SIZES
WILL BE DETERMINED BY CONTRACTOR & BLOCK MASONS
"CAST-CRETE" LINTEL SCHEDULE
KEY
KEY
LINTEL
LENGTH
ALLOWED
LOAD
APPLIED
LOAD
ALLOWED
UPLIFT LOAD
APPLIED
UPLIFT LOAD
LINTEL SPECS
1
14'-8'
1370
< 1000
519
< 350
8F16-1B/1T
2
14'-81
1370
< 1000
655
< 500
8F16-1B/2T
3
4'-6"
2931
< 1000
2724
< 500
8F16-0B/1T
x MINIMUM BEAM DEPTHS SHOWN, BEAM DEPTH MAY BE
INCREASED WITH CORRESPONDING INCREASED
STRUCTURAL INTEGRITY.
AND ALL PROPOSED WORK
�T TO ANY CORRECTIONS
IY FIELD INSPECTORS THAT
ECESSARY IN ORDER TO
4 ALL APPLICABLE CODES.
FILE CMk,O
iwood base
F— 4" thick cone, slab
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18"2- #5 bars cont, ry
EXT. WALL FOOTER LLJ z I-
scale: 1/2"=1'-0"
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wood base z N
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I 4" thick conc. slob�-I-
= tl
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w/ 2- #5 rebar Cont.
2 HOUSE/STOOP FOOTER
scale: 1 /2"=1 "-0"
Dwc. eY:
JCC
SCALE:
noted
DATE:
5-18-07
PROJECT NO.
MM1451C
di
SHEET
F-1
ELECTRICAL LOAD
CALLS
GENERAL LIGHTING LOAD:
1275 (EXISTING)LIVING AREA 0 3 WATTS
3819
RANGE
8000
APPLIANCE #1
1500
APPLIANCE #2
1500
MICROWAVE
1500
WATER HEATER
4500
DRYER
5000
DISHWASHER
1500
DISPOSAL
150
LAUNDRY
1500
REFRIG
1500
BATH GFI'S
1500_
LIFT STATION
1500
GARAGE OPENER
800
GARAGE CIRCUIT
2000
AIR HANDLER 10 KW
(10,000)
A/C COMPRESSOR
NON -CURRENT
TOTAL LOAD:
34,619
FIRST 10 K.W. ® 100%
10,000
REMAINDER @ 40%
9847
AC 10 K.W.
10,000
TOTAL
29,847
29,847 / 240V= 124
AMPS
ELECTRICAL SERVICE TO BE BUILT
EXISTING 200 AMPS
ELECTRICAL LEGEND
0
110 v. receptacle
1/2 switched outlet
6
220 v, special purpose outlet
recessed - odj. eyeball
E
light fixture
recessed light
Qexhaust
fan
I 1
ceiling fan
j "\I
ceiling fan w/ light
single pole switch
220 v, disconnect
(JO
smoke detector
flood light
O
door opener
fluorescent light
111111111-fts:2
electrical panel
Delectrical
meter
television jack (cable)
phone jack
gfi
ground fault interrupt
WP
waterproof
WP/GFI a
GENERAL ELECTRICAL NOTES:
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH BOTH LOCAL AND
NATIONAL ELECTRIQAL CODES.
�- �. - - - -- - - _ _ - - - 2..ELECTRICAL CONTRACTOR SHALL VERIFY ELECTRICAL PLAN ,RISER
-
1
DIAGRAM AND LOADS, AN NOTIFY H GENERAL CONTRACTOR F ANY
0 E GE E L CON 0 0
I I 1
C R
ERRORS OR DISCREPANCIES PRIOR TO INSTALLATION,
W G 1 3. ALL EQUIPMENT I N$TALLED OUTSIDE OR EXPOSED TO WEATHER SHALL
BE NEMA TYPE 3R,
1
I 4. MINIMUM WIRE SIZE SHALL BE 111 14 COPPER.
I - I 1 � 5: ALL CONDUCTORS ARE TO BE COPPER, 'TYPE THHN, UNLESS �. OTHERWISE
ST G 1 \ NOTED.
I 1
I C C E % 6. CONNECT GROUNDING ELECTRODE CONDUCTOR TO GROUND ROD AND
IN 1 NEAREST COPPER WATER LINE (COLD).
I C N P TI I 1' , 7. ALL 120V. 1 PHASE 15A. AND 20A. BATHROOM, GARAGE, AND EXTERIOR
F I
-1 /Z-/-/ / -
1 / RECEPTACLES, SHALL HAVE GROUND FAULT INTERRUPTER (G.F.1.)
PROTECTION WITH EXTERIOR RECEPTACLES OF THE WATERPROOF
I 1 / TYPE. ELECTRICAL CONTRACTOR MAY INSTALL INDIVIDUAL (G.F.L) IN
1 1 LIEU OF (G.F.I.) BREAKER WITH SEPARATE CIRCUIT,
1 _,1 8. SWITCHES SHALL BE OF STANDARD GRADE OF SILENT TYPE 48" A.F.F.
9. RECEPTACLES SHALL BE 15A, AND 120V, OF THE GROUND TYPE 16"
A.F.F. UNLESS OT
10, THE ELECTRICALHCONTRACTOR IISDTO SIZE MOST BRANCH CIRCUITS;
v 1 1 \ \ A MAXIMUM VOLTAGE DROP OF 3% IS PERMITTED.
11. THE ELECTRICAL CONTRACTOR IS TO ARRANGE FOR TELEPHONE
11f \\ SERVICE AND TELEPHONE WIRING, COORDINATE WITH THE TELEPHONE
COMPANY UNLESS OTHERWISE SPECIFIED.
GFI CIRCUIT
1' t GARAGE �N 12. BRANCH CIRCUITS SHALL BE IN THIN WALL CONDUIT OR APPROVED
f 1 FI C
( 11 F-"----� \\ 13, LIGHTING FIXTURES SHALL BE SELECTED BY THE OWNER.
I I I STAIRS SN \ 14. SMOKE ALARMS SHALL BE DIRECT WIRED 120V. U.L. 217 APPROVED
TYPE WITH AUDIBLE ALARM INSTALLED IN ACCORDANCE WITHMANU-
1 11 L_., __J PC % THESE PLANS AND FACTURER'S RECOMMENDATIONS AND LISTING.
I 1 - AND SUB 1 ALL PR®PQSED 15, ALL DEVICES SHALL BE ROCKER TYPE, WHITE COLOR, UNLESS
�i REQUIRED By FIELD Y CORRECTIONS 16. ALL CMS MECHANICAL
LOTHERWISE IOF TYPE AND EQUIRATIPMENT
PERLM BE PROTECTED
R MANUFACTURER OVERCURRENT
MAY BE NECESS INSPECTORS THAT SPECIFICATIONS.
1 1 COMPLY
ARYINORDERTo 17. THE ELEKE CTRICAL
COATRACTOR IS TO CONCOIORDIIGATEWITH OTHER TRADES
------------- APPLICABLE CODES. WIRING AND CONDUITS ARE IN THE BID.
I18. EXHAUST FANS IN BATHROOMS (IF USED) SHALL BE RATED AT 1
1 1 W I I CFM/SF OF VENTILATED FLOOR AREA. (MIN. 50 CFM PER BATHROOM)
1 1 19. ALL FAN VENTING AND ROOF PENETRATIONS SHALL BE BY MECHANICAL
1 I ( CONTRACTOR.
I 1 I 1 20. ELECTRICAL CONTRACTOR IS TO COORDINATE ALL SERVICE REQUIR-
MENTS WITH THE POWER COMPANY BEFORE BIDDING TO BE CERTAIN
1 I I I THAT ALL WORK NECESSARY TO MEET POWER COMPANY SPECIFICATIONS
1: I I IS IN THE BID.
I 11 t
I I'; I INSTALLATION HEIGHTS ABOVE FINISH FLOOR UNLESS OTHERWISE NOTED:
\ _ WALL HUNG TELEPHONE 56" TO CENTER
1 \ I TELEPHONE JACKS 12" TO CENTER
t \ I' LIGHT SWITCHES. 46" TO CENTER
I' �] door opener I RECEPTACLES 12" TO CENTER
KITCHEN RECEPTACLES 46" TO CENTER
BATH RECEPTACLES 42" TO CENTER OVER VANITIES
I TELEVISION JACKS 12" TO CENTER
Cli
'I I
I 1 I
I I
I 1 I 1 a I
HOME OWNER TO
UPGRADE SERVICE
ELECTRICAL_ PLAN
scale: 1 /4"=1'-0"
k
OVERHEAD SERVICE 2 COND. W/
(3) 2/0 120/240V
METER RL200 amp 110 3W A/C DISC. SIZE
MAIN DISC, AS PER A/C
ground to cwp 20D a
2" COND. W PANEL MFG'R SPECS.
w/ #4 copper wire 2-2/0 1-1%0
PROVIDE #6 BOND WIRE
BETWEEN DISCON. & PANEL
GIRD. TO WATER LINE
TO STEEL IN FOOTING
V
5/8" X 8' DRIVEN GROUND ROD
NOTE: ALL RE10TRICAL I.A.W. CURRENT "NEG" INCLUDE
GFI OUTLETS. ALL WIRING TO BE COPPER MIN. #12
ELECTRICAL RISER DIAGRAM
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DWG. BY:
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SCALE:
noted
DATE
5-18-07
PROJECT NO.
MM145 J
SHEET
E-1
SIMPSON SPH4-
(12) 10014w1-1/2"
TOP & 60T -PER
STEP UP DETAIL
Scale; 1/4"=1'—O"
INDICATES LOAD BEARING WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 10'-0
ABOVE FINISHED FLOOR
INDICATES LOAD BEARING WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 18'-4
ABOVE FINISHED FLOOR
HANGER SCHEDULE
USE HUS26 for 2x4 U46 for 4x2 EXCEPT AS SHOWN
CARRIED
TRUSS
CARRIER
TRUSS
HANGER ID
upset=114" heel=41116"
SQUARE CUT END
2 x 4 Top Chord
WALL HEIGHT VARIES
TYPICAL END DETAIL
30
m m
m m m m m m m m m m m m
m
TRUSS TO TRUSS CONNECTIONS BY TRUSS COMPANY.
w o LOCATIONS AND CONNECTIONS ONLY:
I
UNLESS SPECIFIED ON THE TRUSS LAYOUT, TRUSS UPLIFTS ARE 800# OR LESS.
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V4
V8
ALL OTHERS
<2000
HHETA20
2235
12-10d X 1 l"
UNL&,)� srtcrrrtu UIHLHWISE ABOVE, USE THE FOLLOWING CONNECTIONS...
TYPICAL CONCRETE:
STRAPPING....... STRAP EACH TRUSS AT EACH CONCRETE BRG. WITH (1) HETA16 W/ 11-10d,
OR (1) LPTA W/ 10-10d, OR (1) NVTASI6 W/ 11-10d
WOOD;
STRAP EACH TRUSS AT EACH WOOD BRG. WITH (1) HHETA20 W/ 12-10d, OR
WITH (1)HC10 w/ 9-10d01-PLY. TRUSSES, OR WITH HC10-2 W/10-10d
PER STRAP 0 2-PLY TRUSSES, OR HHCP2 W/ 20-10d FOR KING JACKS
GABLE ENDS...... STRAP GABLE END 24" O.C. WITH STRAP SPECIFIED ABOVE AS APPROPRIATE,
TYPICAL OUTLOOKERS 2X4 0 24" O.C. 400# UPLIFT EACH BEARING.
SECURE WITH H3 AT TOP CHORD OF DROP GE AND TO BACK TRUSS TOP
CHORD WITH 3-16d.
VALLEY TRUSSES., VALLEY TRUSSES ATTACHED AT BOTTOM CHORDS WITH MSTA18 STRAPS,
14-10D CONNECTED TO MAIN TRUSS TOP CHORD, 48" O.C.
TYPICAL COMMON AND END JACKS 7' AND LESS 400# UPLIFT 4-10d
PER HETA16 OR NVTAS216 OR 8-10d PER MSTAI8.
h'UJ I OKU..... POST CONNECTIONS: BASE; ABU44 OR HTT20, TOP; (2) MSTA18 14-10D
HDRS.... ..... HEADER CONNECTIONS; (2) HETA16 11-IOD PER STRAP OR (2) MSTA18
14-10d PER STRAP OR MBHA AS APPROPRIATE UNLESS NOTED OTHERWISE.
NVTAS216 OR NVRT-16T ACCEPTABLE IN PLACE OF STRAPS NOTED AS APPROPRIATE.
USE 1-1/2" 100 NAILS IN STRAPS UNLESS NOTED. NO SPLITTING OR
CRACKING ALLOWED,
MAXIMUM LATERAL FORCE EACH TRUSS too#.
THESE PLANS AND ALL PROPOSED WORi.,
AND SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER To
COMPLY WITH ALL APPLICABLE CODES,
msta18 or ea.
additional strap
nail to truss w/ 10d
see sched.
p.t. truss wedge
specified strop
cont, perimeter beam
- w/ 1- #5'bar Cont.
: II _ or as specified
8" cone. blk. col.
w/ 1- #5 bar
1/2" plywd, gusset w/ stucco finish
nail l 1 1/ 11 1
nails 4' afc NOTE:
pt truss wedge shims under trusses may be installed as required
as long as the bearing oreo of the truss is
_ >= maintained. The shim material is pt or vapor barrier
is installed and the shim is secured to the truss
w/ nails or glue. Specified strapping must be present.
attach to concrete =TRUSS SHIM DETAIL
w/ 2 3/16" 0x 1 1/4"
II embed topcon screws
ADDITIONAL STRAP
INSTALLATION
u REPRESENTS A HANGER
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REVISIONS
D
TRUSS PLAN SC LE:
noted
SCALE: 1 /4" = 1' 0" DATE:
5-18-07
PROJECT NO.
MM1451C
t
SHEET
T-1