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ABOVE
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PLATE HEIGHT 9'-1' W
ABOVE FIN.FLGCR ' PIATE HEIGHT 9'-1 L_ I
6'-23' .. V1 ABOVE FIN FLOGR 1 ---------- -�
3'-6' 4'-- /4 a.3' 2'S 4 S'-8' --__5-5/4 - fi'-5Y4 10'-6' 10._6. _
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SEE SHEET A8 FGR TCP OF 13'-3y' ,2'-53/y' ta'-23/4' SEE SHEET A8 FOR TOP OF °-�Y2' 12'-tOYZ 2,'-0'
WINDOW HEIGHT
.0. WINDOW HEIGHT C y
0'0' 0
8 4075-B (R) UPPER LEVEL PLAN e 4075-B (R) LOWER LEVEL PLAN �L ° p
1 1/4'=V-0” 1/4"=1'-0" DECK AT REAR-LOT 38 ` = 9
NOTES ' = R O
y- FLOOR TRANSITION ALL PLUMBING VENTS SHALL BE LOCATED ON REAR PROVIDE WATER RESISTANT GYPSUM WALLBOARD 7A
d
SIDE OF ROOF RIDGE, BEHIND TUB AND SHOWER ENCLOSURE MATERIALS
FRAMING: 2x8'.AT EXTERIOR WALLS TO A HEIGHT OF 70'MINIMUM ABOVE THE DRAIN 1 F
2x4's AT INTERIOR WALLS U.N.O. OPENING BETWEEN GARAGE AND RESIDENCE SHALL INLET.
BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS 0
•"-•'.-------- EXTERIOR WALL INSULATION PER THAN 1 3/8'IN THICKNESS,SOLID OR HONEYCOMB THE FRONT DOOR SHALL BE OPERABLE FROM THE AREA SUMMARY d
SHEET Al STEEL DOORS NOT LESS THAN 1 31W THICK, INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL INTERIOR ELEVATIONS LOCATED ON SHEET A3
CONCEALED SPACES SHALL BE FIRESTOPPED IN BOTH OR 20.MIN FIRE RATED DOORS PER ORSC R302.5.1.1. KNOWLEDGE OR EFFORT,IT MAY BE PROVIDED WITH Heated SF Unheated SF
DIRECTIONS AT 10'-0'ON CENTER AT FLOORS.TYP. A NIGHT LATCH.DEAD BOLT OR SECURITY CHAIN, Inside Face' Inside Face" o
ALL ESCAPE OR RESCUE WINDOWS FROM SLEEPING PROVIDED SUCH DEVICES ARE OPERABLE FROM THE INSULATION
FIREBLOCKING SHALL ALSO BE AT INTERCONNECTIONS ROOMS SHALL HAVE A MINIMUM NET CLEAR OPENING INSIDE WITHOUT THE USE OF A KEY OR TOOL.AND First Floor 1297 598
BETWEEN VERTICAL&HORIZONTAL SPACE.BETWEEN OF 5.7 SQUARE FEET.THE MINIMUM CLEAR OPENING MOUNTED NOT TO EXCEED 48'ABOVE THE FINISHED TYPICAL CONSTRUCTION ASSEMBLIES ARE TO BE Second Floor 1830
STAIR STRINGERS AT TOP&BOTTOM OF RUN.AT WIDTH DIMENSION SHALL BE 20'.EGRESS OPENINGS FLOOR. INSULATED TO THE MINIMUM VALUES AS SHOWN ON 0
OPENINGS THROUGH CEILING&FLOOR AND AT SHALL NOT HAVE A SILL HEIGHT MORE THAN 46' SHEET Al Total SF 3127 590
CHIMNEYS&FIREPLACES. ABOVE THE FLOOR(MEASURED FROM FINISHED ANY ELECTRIC FIREPLACES SHALL BE LISTED BY UL
FLOOR TO BOTTOM OF CLEAR OPENING).ALL OR FM AND SHALL BE INSTALLED IN ACCORDANCE INSULATE UNDER STAIRS AND IN WALL CAVITIES
ALL BEDROOM AND BATHROOM DOORS SHALL BE OPERABLE WINDOWS MORE THAN 7 ABOVE GRADE WITH THAT LISTING. ABOVE BOTTOM OF STRINGERS
UNDERCUT A MINIMUM OF 1/2'ABOVE THE ADJACENT SHALL HAVE A SILL NOT LESS THAN 24"ABOVE FINISH
FLOOR COVERING.INSULATE AND WEATHER STRIP ALL FLOOR PROVIDE STREET ADDRESS AT THE FRONT OF EACH Job No.: Y1-•I9
CRAWL SPACE ACCESS HATCHES. ALL GLAZING SHALL CONFORM TO ORSC SECTION RESIDENCE USING d'HIGH OR LARGER NUMBERS. GYPSUM WALLBOARD SCHEDULE
INSULATE AND WEATHER STRIP ALL ATTIC ACCESS R308.1,HAZARDOUS LOCATIONS.GLAZING IN ALL
Sheet Ne.:
HATCHES.PROVIDE MINIMUM OF 30"OF HEAD ROOM DOORS SHALL BE SAFETY TYPE AND ALL GLAZING 5/8"TYPE'X'GWB AT GARAGE CEILING w
ABOVE ALL HATCHES. WITHIN A 24"ARC OF EITHER VERTICAL EDGE 1/2"GWB AT ALL OTHER LOCATIONS,U.N.O. D H
SHALL BE SAFETY TYPE.. Sheet OfdOf:
4c a
ttil'-9yZ 28'-2jZ
412' 9' 2e-2%'
NOTE ALL EXTERICR
NY W
S'
SHALL
THE T NDFAONO NAIED THE 590 5980 2x10 TRIM OVER P T� 8 s
FOUNDATION NOTES F I f 4 [) d f
SHEARWALLS DIRECTLY ABOVE "z18"x70'FTG� l t (y t ¢ r}
1. CONCRETE FOUNDATION WALLS ARE 8 THICK U.N.O. `- I 2x8 RIM TYP ALL SIDES W/(2)#4 BOaT l TVP. R b H t 4 1 f
2. BOTTOM OF ALL FOOTINGS SHALL BE 18"MINIMUM BELOW r rT1 P.T.4x8 HCR �r�1 _ _____f� 1 '•
LOWEST ADJACENT GRADE U.N.O.
8 L PT 48 HDR L_J /�� L_J PT.4x8 HDR L J 6. PT POST ~
3. SLAB ON GRADE SHALL BE 3.5"MINIMUM THICKNESS.PROVIDE e ar `��
VAPOR BARRIER BELOW SLAB OVER 4" MINIMUM FREE �� W ABU66 iVP :,
DRAINING GRAVEL OVER FIRM NATIVE SOILS OR STRUCTURAL / MSTaB;MAIN v 18
FILL PER SOILS ENGINEER. ;,, ( FLR WALL TO PT 1x6 5'2 -
1 PONYWALL7 �p3 T � DIAGONAL `` 'r° MSTaB(MA z /�
4. REFER TO SHEET S6.0 FOR TYPICAL FOUNDATION AND STHD14 �J TAST46(MAIN BRACE o.@T FLR WALL T
CONCRETE DETAILS. (PONYWALL i�'FLR WALL TO 5t� PONYWALL
m
TO ELK) PT 2x� ./ PONVWALL7 L� . 5THD74
5. STEP FOOTING AS REQUIRED TO REACH FIRM BEARING-SEE LEDGER �� STHD14 -'' �� (PONYWALL V Cn
a -----------------
4&5/56.0 T TONVWALL 1 PT.2x LEDG ERS s TO IDN) OMPSIDN
6. TYPICALFLOOR FRAMING CONSISTS OF 3/4"T&G APA RATED - _______________ _
• _-L3__-__ TC FI'Nl - ------------------- _-_ __
SHEATHING LSPAN RATING 48124)OVER 9 1/2"RFPI-20 FLOOR r-------- ------ � K AND, A. ,
JOISTS AT I6"O.C.,U.N.O. I 11Yn' _ I tt=20 Q
7. GLUE AND NAIL FLOOR SHEATHING WITH 1 OD AT 6"O.C.AT
FRAMED PANEL EDGES AND AT 12"IN FIELD,U.N.O.
I
8. ALL HEADERS SHALL UI PER PLAN.REFER TO DETAIL 10/59.0 I
FOR ADDITIONAL REQUIREMENTS.
I 1
9. REFER TO GENERAL STRUCTURAL NOTES SHEET S1.0 FOR I 16 Dt I I
ADDITIONAL REQUIREMENTS.
10. PROVIDE 4"PERFORATED FOOTING DRAINS AT PERIMETER OF S 1 5 1 =
ALL BUILDINGS. S60 LI I S50
r -, r 1 r 1 4x10 uCR r '1 r 1 1 a N
i t. SLOPE EXTERIOR SLABS 1/4"PER FT.AWAY FROM BUILDING. STEP EDN AS --_ *----� *�t� ��*������1"-ems - -7-1, - _ i
NEEDED x L-J L_J L-J L J L-J I NEEDEDN AS _ �+
12. FINISHED GRADE AROUND THE BUILDING SHALL SLOPE AWAY NO PER GRADING. 1 HNISHED FLCOR 4X4 POST I 10 PER GRADING.
LESS THAN 2%FOR AT LEAST 5 FT. VERIFY GRADING I 18"X18"X10"F-G W/- f VER Fl GRADING O m
AL-J'-0" TYP.LNO S60 t
WITH CIVIL PRIOR 12 K4 EW BOT TVP,UNO WITH CIVIL PRIOR H
13. "P'INDICATES SHEARWALL BELOW FRAMING SHOWN.REFER `O POJR I I 17 TO POUR ct
TO SHEAR WALL SCHEDULE ON 14151.1 FOR ADDITIONAL ,a I
INFORMATION.ALL EXTERIOR WALLS ARE P6..U.N.O. I 56:3
F
14, ALL WOOD IN CONTACT WITH CONCRETE OR EARTH SHALL BE Ya r- -� r- --1 r_ - f' r- -, a t
� -SIM---- - _ a
I
PRESSURE-TREATED AND STAMPED BY AN APPROVED AGENCY. 1 5'-a 3'-a%' 3'-10)�p' 11-10y'. a'-10" 6'-23/"
ALL EXTERIOR COLUMNS.BEAMS AND JOISTS EXPOSED TO THE 1 -, _T'-,,
WEATHER SHALL BE PRESSURE-TREATED. � I I I I qX-,0 FDP J
15. COVER CRAWL SPACE FLOOR WITH MIN.6 MIL POLYETHYLENE VAPOR BARRIER. L 16. DO NOT SCALE DRAWINGS.REFER TO ARCHITECTURAL �� 130';30'X10"FTG W/P6 - - G)k4 EW BOT DRAWINGS FOR ALL DIMENSIONS. 110 STHDI4W
17. PROVIDE CRAWLSPACE AND UNDER SLAB DRAINAGE PER DETAIL I 9-d/z 7-7S
BID7 i its" - I 1 i
18"x2 AC E;S mo I 1
I �-• SPACE ACCESS I
FOUNDATION LEGENDI I j 00 _
2 I M
FLOOR FRAMING AT HEATED AREA I I ITS111/9.5 I Dt 1 of 0
, sys5 J
RFPI-20 FLOOR JOISTS(�16"O.C.U.N.O.SEE PLANS FOR SIZING xXx ' SIM. i i i \
� I s-eja 5=los/e 5s5/' seu I II I P6 -I ^ r
ABBREVIATIONS f- 14x10 HDR r -- -- -__ _ _J YY
FTG FOOTING --1 ��� ��H��� ��a�� '�f -- _- - cc = r
FB FLUSH BEAM I L_J cc
L_J L-I STHD14R1 THDI4RL i I
( I FIXTURES \ I I O R
HDR HEADER I ABOVE I �-1 Pa- I I _ r+
O.C. ON CENTER I t 1 SIM. S6C P4 I
1 6 2 3 / d
LEGEND �
ELEVATION AT TOP OF CONCRETE
I I PONY IN I M 560 v
ELEVATION AT FINISHED SLAB I ` I WALL 216 PCNV O
LL
I I WALL III
i'I I
HOLDOWN PER SHEET SI.2 I ( . III I I o C 4
.� SIM
3
Y2"CONC.SLAB I 1
=LOCATION OF DOWNSPOUT:PROVIDE v5 12 I I - r
TIGHTUNE AND RISER BOOT I D1 I 1 e 0
L
=CRAWLSPACE AREA(MIN.18"GRADE TO 1 _ fJ I 1 ~ a
FRAMINGI I _, 4x10 HDR tl+ -i
z =POST z l "CoNC 2
SLAB I I
-
CRAWLS ACE VENT:PROVIDE 72.5 SQ.IN. Ov I 560 12 pt I 1
NET FREE AREA PER STUD BAY J 560
L I SIM I I SIM.
_-_ I I I
=FLOOR FRAMING OVER CRAWLSPACE _� - -----� I i L _ ________ ______________J
I 66 POST W/ Q�
ey ABU66PGST 1 _ ____________ _____________
_ BASE I 10 I I STHDt4 12 0
560 ( Sfi.O Dt 5TH014 'evL CL
0 c
P3
a
19 16.
r to
---� I 51z 1qi
------- ------- ----- 4) .. 0
a 16-
56.0 2'-4%2 16'-3' E mai E' Q
6'-ly' 12'-10Y2 21-0
' ' f
-0' JUL 21 32A
FOUNDATION VENTING CALCULATIONS IL
VENTING REQUIRED: 4075-B (R) FOUNDATION PLAN CITY OF.r] RD Q
GravA Space Area'. 1 274 eq.R 1/4'=1'-0' DECK AT REAR-LOT 38
Venting Rate: ,/,Sg F311'LL711VG DAM
1,274 sq.R./150 x 144 s9.in.lsq.It,
Total Venting Required: 1221 sq,in. QR
ALL EXTERIOR WALLS SHALL VENTING PROVIDED: aA7lf_f
BE P6 SHEARWALLS J.N.J. Each 14X"x5"cram" vent=72.5s
space q.in.of venting
FRAMING CONTRACTOR SHALL
N.-or Vents Provided: 17 lqh N4.: 27-19
VERIFY HOLDOWN LOCATIONS PRICR Total Venting Provltled: 1212.6 eq.in.101°b Xe.
TO?OURIN3 FCUNDATION.
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A5
Sheet Order: A S D