HomeMy WebLinkAboutApp# 10-A002GENERAL NOTES
DESIGN NOTES
1. Floor: 40 lbs. Live load, 15 lbs. Dead load
2. Roof. 30 lbs. Live load, 20 lbs. Dead load
3. Soil bearing capacity -2000 PSF
4. Live loads, dead loads, wind loads, snow loads, lateral loads, seismic zoning and any specialty loading
conditions will need to be confirmed before construction and adjustments to plans made accordingly.
See your local building officials for verification of your specific load data, zoning restrictions and site
conditions.
CONCRETE AND FOUNDATIONS
1. All slabs on grade shall be 4 inch 3000 PSI (28 -day compressive strength concrete), unless noted
otherwise.
2. All slabs on grade shall bear on four inch compacted granular fill with 6 by 6 10-10 welded wire mesh.
3. Interior slabs shall have 6 mil, polyethylene vapor barrier underneath.
4. Provide proper expansionjoints and control joints as per local requirements.
5. Provide additional bearing points as required by floor "I" joist manufacturer, and loading transfers.
6. Foundation details may vary with local codes and conditions, verify with contractor or engineer.
7. Provide foundation access and vents as required by local codes and conditions.
8. Foundation wall and footing sizes reinforcing must confonn with your local building requirements.
9. Foundation walls are not to be backfilled until house is completely framed and roof is in place.
10. Verify depth of footings with your local codes.
11. Provide termite protection as required by HUD minimum property standards.
BASEMENT
1. Basement stairs are calculated as 10 inch treads with 1 inch nosing (11 inch total) and 7.75 inch risers.
2. Water heater and air conditioner may be located in basement when using basement option.
3. Provide sump pumps as required.
4. Some soil conditions may require a 12 inch concrete retaining wall, verify with contractor or engineer.
5. Provide exterior windows and door as grade allows.
6. Provide venting as local codes and conditions dictate.
SHt"'S ,
Cedar Shaka Siding .
l� $'CT,,iirsK-r COCtRSEs
1" x 8" Fascia Covered With A V x 3" (Typical)
1" x 4" Window Trim
Window Pediments At Front Windows
1" x 6" Corner Boards at Front
1" x 5" Corner Boards at Sides
FRAMING
1. Contractor to confirm the size, spacing and species of all framing and structural members to meet your
local code requirements.
2. Any structural or framing members not indicated on the plan are to be sized by the contractor.
3. Double floor joists under all partition walls, unless otherwise noted.
4. All angled walls are 45 degree angles unless noted otherwise.
5. Provide collar ties, cross -bridging and bracing as required.
6. Provide additionall bearing points as required by loading transfers.
7. Framing lay -out and size may vary with local codes and conditions.
8. Roof framing plan is for general layout only, do no use for rafter count.
MISC. NOTES
1. Prefabricated fireplaces and flues are to be U.L. approved and instilled per manu. specifications.
2. All materials, supplies and equipment to be installed per mann. specifications and local codes.
3. Provide type "x" firecode sheetock on garage walls and ceilings.
4. Confirm window openings for your local egress requirements and minimum light and venting.
5. The mechanical and electrical layouts are suggested only. Consult your mechanical and electrical
contractors for exact specifications, locations and sizes.
6. Minor alterations to this plan can be made by the builder. Please contact our drafting department for
information price quotes if major changes are required.
This plan was designed and drafted by W.L. Martin Home Designs to meet average conditions and codes
in the state of Oklahoma at the time it was designed. Because codes and regulations can change and may
vary from jurisdiction to jurisdiction, W.L. Martin Home Designs cannot warrant compliance with any
special code or regulation. Consult your local building official to determine the suitability of these plans for
your specific site and applicaion.
This plan can be adapted to your local building codes and requirements, but also, it is the responsibility of
the purchaser and/or builder of then plan to see that the structure is built in strict compliance with all
governing municipal codes [city,county,state, and federal].
The purchaser and/or builder of this plan releases W.L. Martin Home Designs, its owner and employees
from any claims or lawsuits that may arise during the construction of this structure or any time thereafter.
1" x 8" Fascia Covered With A 1" x 3" (Typical)
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1" x 6" Corner Boards at Front
1" x 5" Corner Boards at Sides
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9' MINIMUM, ` INVERT ELEVATIONS DESIGN R I TER I A : GENERAL N01 ES
10/.8FIRST 3' MAXIhfU,h! COVER INVERT AT BUILDING: 98.8 DESIGN FLOW:
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1(\Vf IIL BE LEVEL b41N 2' OF PEASTONE INVERT IN SEPTIC TANK: 98,25 3-BEDROOMS AT I/D G.P.D. PER 1. THIS PLAN IS FOR 7dE DES lGN AND. COIdSTRUCTfON
T OR FILTER FABRIC
+ D?AUPIPE INVERT OUT SEPTIC TANK: 98.0 BEDROOM EQUALS 330 G.P.D. OF THE SEWAGE DISPOSAL SYSTEM AND PERMITTING
-�--•-- 3/4• - 1 I/2' DIA. INVERT IN DIST. BOX: 97.87 PURPOSES ONLY.
98-89 ° 9 .7 2' to DOUBLE HASHED STONE INVERT OUT DIST. BOX: 97.7 NO GARBAGE GRINDER
93.25 BAFFLE 97.8 P 97.5 i g INVERT IN LEACH CHAMBER: 97.5 2. VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS
3 OUTLET 2-500 GAL LEACHING CHAMBERS BOTTOM OF LEACH CHAMBER: 95.5 SEPTIC TANK REQUIRED: SET. SEE SITE PLAN
W 330 G.P,D, X 200% - 660 GAL.
1500 GAL D-BOX W/4' STONE AROUND. 12.8'• x 25'1 x 2'd� ADJU5T'ED GROUND WATER: N/A
SEPTIC TANK 6' CRUSHED STONE OR OBSERVED GROUND WATER; N/A SEPTIC TANK PROVIDED: 1500 GAL. MIN, J. ALL CONSTRUCTION METHODS AND MATERIALS AND
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COMPACTED BASE -- BOTTOhfOF TEST HOLE 03: 88.1 MAINTENANCE OF NM.SEPT/C ¢YSTEMALL
RlSOIL ABSORPTION SYSTEM REQUIRED: CONFORM
.TO MASS. D.E. P, TITLE 5 ANI) LOCAL
y B�NESr
DESIGN PERC RATE C 5 MIN/INCH BOARD OF HEALTH REGULATIONS.
PROF I L E: NOT TO SCALE 04EZip,
rF SOIL TEXTURAL CLASS - !
�• _ EFFLUENT LOADING RATE - 0.74 GPD/SF 4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER-
SOI/ T( 7 /� 7 330 GPD / 0.74 GPD/SF - 446 S.F. REQUIRED AREAS SUBJECT TO VfHICULAR:'TRAFFIC OR GREATER
L "CSI r- I l DA T^/} ' , ` j ` THAN 3' IN DEPTHSHALL BE CAPABLE OF WI TN-
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IIJDICATES � INDICATES "[��) / 1 POSFOOR ya.t cnar:
PROVIDED: 2-500 GAL LEACHING CHAMBERS STANDING H-20 WHEEL LOADS,
q4
PERCOLATION = 08SERVEO CP,' W/4' STONE AROUND. A-471 S.F.
Y j (Ferq,, i
TEST GROUP,'GNJATER / 1 s ss, 471 S.F. x 0.74 - 348 G.P.D. 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR,
TP a ! TP +°2 t pq /' ° � Y � � 8 dq � APPROVED EQUAL.
HORIZON TEXTURE COLOR HORIZON TEXTURE COLOR �� // eq sq. 6. SEPTIC TANK AND D-EOX SHALL BE REINFORCED
° 99.3 0' 100.5 / PRECAST CONCRETE OFi APPROVED POLYETHYLENE:
A FINE IOYR _ A FINE IOYR ya.as /�
SANDY LOAM 4/3 SAVOY LOAM 4/3
BOTH SHALL BE WATEkTlGHT. D-BOX SHALL 8E' WATER
I3'- ""' ""' 98.2 10' ........... 99.7 l/�J, -t?09\ TESTED FOR LEVEL WJfN THERE IS MORE THAN ONE
r .1
FINE-MED lOYR .... `r /� \ / 1 H ...` _S..ro,.
IOY
B SANE .O .... 16 lV OUTLET.
SANDY LOAM 5/6 B SANDY LOAb! 5/Sf/ •cy � ,/ 1 m \�
35' 96.4 23-- ...... / ry ° a w .Pdr, 2
C / 98.6 / 4rF F / 7. BEFORE CONSTRUCTION CALL 'DIG-SAFE',
LOAMY $ANDARSE 2.SY _ FINE 2.5Y / 9��N I 1 1 - 1-888-DIG-SAFE AND THE LOCAL WATER DEPT,
LOAMY SAND 5/o C/ SAND � F 1 I 1
46'
6/4 !/ //. ! BM, CB/DHFNO FOR LOCATION OF UNDERGROUND UTILITIES.
48* .. 95.5 / / �� ! pkp,, 1 99. � J TP+1 ! i� FL (G0.99
1
C2 MEDIUM IOYR TPa2 - I a�� °Jeo r' 2•500 GAttox i
LOAMY SANG 5/6 ! t ! rq, `°O"°LANAE f 1 LEACHING CHAMBE�Y` 8. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE
88 """"" " "' �•.•...• ....•.. 92.0 FIRM - �! 1 " , - /°/'eC��'��'7 (S• 5}OTICATAN 6+. Ll ON w/4' STONE AROUND o +912,6 DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION
*,-- .C2 MEDIUM
IOYR ' ( f'°,p I - OF THE-SYSTEM.TO ALLOW FOR 'SCNED,ULING OF THE
_LOAMY SAND 614 100• "" "" """ 92..2 !c. ;�. ?? i cllI '� '� r CONSTRUCTION JNSPECTIONS.
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C3 MED COARSE IGYR / f ?ar. L O T S I
FIRM 99. sa
SAND 6/4 i L ¢t® 16. 04*'S.F. 1 / .* ,,� 9. ALZ`UNSUITABLE MATE?MiL •IA-6'•8 HORIZONS)
I 1 D-Box `% ,y
! ENCOUNTERED'BELOW TtIE INVERT OF THE LEACHING
d 29' NO WATER 68.6 !48 • NO WATER 1 ! h�' ry
y FACILITY TO BE REMOIED FOR A DISTANCE OF 5'
88.2 I AROUND AND REPLACED _WITt1 SAND IN ACCORDANCE
WITH TITLE 5.
TP a3 t TP+3
1 +99 9 �0'\ t0. NO DETERMINATION HAS BEEN MADE AS TO
p: HORIZON TEXTURF. COLOR 100.4 p HORIZON TEXTURE COLOR - w a e �
m COMPLIANCE WITH DEED RESTRICTIONS OR ZONING
A FINE IGYR A FINE IOYR N - _\` Qyh` f.Y REGULATIONS: JT SHALL REMAIN THE CLIENTS
SANDY LOAM 413 SANDY LOAM 4/3
9 "''""" .... "" 99.7 !4' 99 9 °jq 3� Ko { ° ;r� RESPONSIBILITY TO'04TAIN ALL PERMITS, SPECIAL
66e
Y•. ° Z $ PERMITS. VARIANCES ETC, FOR THIS. PROJECT.
FINE IOYR FINE �` r°R YE 'x
Q IOYR -
SANDY LOAM 516 SANDY LOAM 5/6 ��'2B•
32' 97.7 34' ...... ry� ! O lI• !T SHALL REMAIN THE CL /ENr S RESPONSIBILITY.
R
ME - 98.3 TO HAVE THE PROPOSED BUILDING FOUNDATION
C/ SANDY LO IGYR C MEDIUM 2.SY
SANDY LOAM 5/6 LOAMY SAND 516
84 92.6 105' • -. ,r -5 `, yryi DESIGNED TO ACCOUAJT FOR THE EXISTING GRADE
92.4 AND SOIL CONDITIONS AT THE -LOCATION OF THE
C2 SAND B/4FINE R C2 MEDIUM IOYR j PROPOSED 8UILD/NG.
SAND 614 f
BM. CB/DH FND
146' - ........ 88.2 131' ... .......Ec lo?.oe
................... 89.9 r
C3 FINE 10 YR C3 LL-E FINE lOYR
_SAVOY LOAM .712SANDY LOAM 7/2 -
FIRM .
NO WATER NO WATER I"rG°.8
ad./
OLD !,I , - -
_. DATE: SEPTEMBER! 11.2008 , �
TEST BY: LINDA PINTO
WITNESSED BY: BRUCE MURPHY 4 8 W / /V TER S TR EE T PARCEL
PERC RATE: C 2 MIN/INCH / /
PREPAREL?
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92 � I N �-
/': h BA # LIGHT POST i
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UNDERGROUND ELECTRIC LINE �° y 23.' RoiA t 6A '
-T / �1 YarmauthP0r MA. b26?6),`°°
23 0 414DERGROUND TELEPHONE L INE /�/ �}� ,. ��-
\ \
\ 1� -CTY= UNDERGROUND CABLEVISION LINE ��^� '� �� /1r?� 508
f' Y 5Q8 } 432--5
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40,4 SPOT ELEVATION
EXISTING CONTOUR a '
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JOB NO: 09-f03 FJELD:CFW/EEK
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