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2 w /Ix4 TRIM OVER
(TYPICAL)
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OOL BASE. 2x6 FM FLAT BEVELED RADIUS
FOR WATER R N OFF
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Ix2 FM ODES
12
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61
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ELEVATION NOTCS
I. PROVIDE FLASHING 6 ALL WINDOW 4 DOOR OPENIN65 (ROT05b)
2. APPROVED HOJSE NUMDERS SHALL 5E PROVIDED .N SUCH A POSITION TO 3E PLAINC' VISIBLE $ LE51ELE
FROM THE STREET OR F20AD FROM -IN6 THE PROPERTY. (IRC R3.91)
5, GRADE 6" MIN. OLR. 6101N6 TO EARTH (TYF) MIN_ SLOPE OF 5% ARAM FROM STRJOTJRE,
4. WINDOW MANUF. MUST PROVIDE INSTALLATION INSTWC70NS. INSTALLATION MJ57 COMPLY w/ THE WNDOW5
IN5- ALLATION INSTRUCTIONS (IRO R6O 1)
2
61
2
16
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V
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\
MAINTAIN MIN. I"
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\
OPTIONAL GARAGE
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INSTALLATION AND UNDERLAYMENT
PER MFb'5. SPEO FICA -IONS
CONT. ALJM. GUTTER c/ -OF
5/4x0 FASCIA (TYPJ
- -.._ -- — B' -I" MAN FLOOR �f —
7'- HEADER
5/4x12 TRIM ® TOP OF
WINDOW. TT ® FRONT)
- - -- 5/4x4 CORNER BOARDS -
T'YPGAL WHERE SHORN
5/4 e FASOA BOARD
/ 2x4 SUB--ASGIA
2 w /Ix4 TRIM OVER
(TYPICAL)
12 2 _ UPPER FLOOR/PORCH FL
4 9' -1 MA N FLOOR R
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5/4x4 SIDES
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c /15a FELT o/ WALL SHEATH'&
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WRAPPED w/ 2x4 PM w/ MITER CORNERS
OOL BASE. 2x6 FM FLAT BEVELED RADIUS
FOR WATER R N OFF
2x6 WRAP w/ MITER CORNERS 0 TOP AND
50—OM
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Ix2 FM ODES
12
bI
12
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2
61
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1
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I
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III III ', I I
II '1 II
REAR EELEVA710\ 'A'
Ii4" = pTO"
ELEVATION NOTCS
I. PROVIDE FLASHING 6 ALL WINDOW 4 DOOR OPENIN65 (ROT05b)
2. APPROVED HOJSE NUMDERS SHALL 5E PROVIDED .N SUCH A POSITION TO 3E PLAINC' VISIBLE $ LE51ELE
FROM THE STREET OR F20AD FROM -IN6 THE PROPERTY. (IRC R3.91)
5, GRADE 6" MIN. OLR. 6101N6 TO EARTH (TYF) MIN_ SLOPE OF 5% ARAM FROM STRJOTJRE,
4. WINDOW MANUF. MUST PROVIDE INSTALLATION INSTWC70NS. INSTALLATION MJ57 COMPLY w/ THE WNDOW5
IN5- ALLATION INSTRUCTIONS (IRO R6O 1)
2
61
2
16
� 1 1
FLUSH PANEL ROLL-UP 6ARA6C DOOR
V
2x3 BEVELED- V 5/4x4 PAW � DRIP FLASHING TOP
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\
269a FLASHING (TYPJ
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Plan:
3202
Drawn By:
Checked B JW
Rick C.
Scale:
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Date Drawn:
01 -05 -13
Revision Date:
Page: Af
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Plan:
3202
Drawn By:
Checked B JW
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Scale:
1/4" =1' -0" u.n.o.
Date Drawn:
01 -05 -13
Revision Date:
Page: Af
_5-2-
!ELEVATION VIEK
++ 0
m
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BLOCK UPPER FLOOR SHEATHING PANEL EDGES THIS
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f2) -4 BAR5 BOTTOM.
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m
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f2) -4 BAR5 BOTTOM.
SOPP T ELEVATION
SCALE 1/4" = I' -0" A'1
ROOF VENT REQUIREMENT - OPT. COVERED PATIO
2009 I.R.G. I.R.C. SEC. R606.2 - VENTILATION
THE NET FREE VENTILATING AREA SHALL NOT BE LE55 THAN I / 150 OF THE AREA OF SPACE TO BE
VENTILATED, EXCEPT THAT THE AREA MAY BE 1 / 300, PROM. DED AT LEA5T 5p% 4 NOT MORE THAN BO%
OF THE REOUIRED VENFILATIN6 AREA 15 PROV.DED 5- VENTILATORS LOCATED IN THE UPPER PORTION
OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE SAVE VENTS WITH THE BALANCE OF THE
REQUIRED VENTILATION PROVIDED BY EAVE VENTS AND VENTING RIDGES.
EAVE VENT5 SHALL BE COVERED WITH COW05ION- RE5167ANT METAL MESH WITH MESH
OPENINGS OF I/4" IN DIMENSION
TOTAL ROOF AREA (51 Ft): 216
SCREENED VENT AREA (SOL. Ft. A/ AREA REDUCTION): 0.34
REQUIRED AREA (TOTAL 6q. R. / 2): 105
REOUIRED ROOF AREA DIVIDED BY 300 0.36
REOUIRED ROOF AREA DIVIDED BY SCREENED VENT AREA 106
TOTAL VENTS REOUIRED (ROUNDED UP): 2
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f2) -4 BAR5 BOTTOM.
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6 MIL BLACK V150UEEN VAPOR BARRIER
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AND STAIR RUNS PER IRC, SEC. R602.5
TYPICAL
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ALL CONNECTORS 4 FASTENERS FOR PRESSURE
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MAIN. FLOOR NOTES:
++ 0
m
4" 001 SLAB
�E,,NGIWEERS
V
BLOCK UPPER FLOOR SHEATHING PANEL EDGES THIS
0
ADD CS16 BEAM TO WALL TOP PLATE
BEAM ABOVE
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HOLD SLAB DOWN 6"
WINDOW SIZES 4 ROUGH OPENINGS TO BE
_
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O.
`3)
A HTT5 HOLDOWN MAY BE USED IN LIEU OF THE STHD10RJ
0"
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BE LESS THAN 14" NOR MORE THAN 2" IN
HOLDOWN SEE DETAIL E ON A-4
C3)
LOCATE JOIST OVER WALL, EXTEND SHEAR WALL
4-
- 4" PIA ROOF PRA N TYP.
SURFACE WITH NO SHARP CORNERS. HANDRAILS
SHEATHING & NAILING TO JOIST, SEE DETAIL C ON A -2
�
A HTTS HOLDOWN MAY BE USED IN LIEU OF THE STHD10
- 04 HOO< BARS VERT 0 4'" TYP. (NOT TO BE WET 5ET)
- m
LE55 THAN #` BETWEEN THE WALL AND THE HANDRAIL.
HOLDOWN, SEE DETAIL F ON A4
f2) -4 BAR5 BOTTOM.
ADD (5) A35 RIM TO WALL TOP PLATE
6 MIL BLACK V150UEEN VAPOR BARRIER
FIRESLOGK ALL PLUMBING PENETRATIONS
1OOTN6 SPAIN X HABITABLE AREAS
AND STAIR RUNS PER IRC, SEC. R602.5
TYPICAL
WALL SECTION %Z�
SCALE 1/2" _
A2
0
DEW ry
LINE
RO
MAIN. FLOOR NOTES:
++ 0
m
4" 001 SLAB
�E,,NGIWEERS
V
BLOCK UPPER FLOOR SHEATHING PANEL EDGES THIS
0
ADD CS16 BEAM TO WALL TOP PLATE
BEAM ABOVE
AREA
-
HOLD SLAB DOWN 6"
WINDOW SIZES 4 ROUGH OPENINGS TO BE
_
a' 7READ
ADD CS16 ABOVE & BELOW OPENING, SEE DETAIL D ON A -3
(2�
PROVIDE 10d @ 4 "o.c. UPPER FLOOR SHEATHING TO
2.
WINDOW HEADER T16HT TO TOP PLATE. (U.N.O.)
$THD10 (TYP) 'SW -3 z 16 °G "xe-0 OVERHEAD GARAGE DR. a
(4) RED. @GARAGE 9 9
JOIST
`3)
A HTT5 HOLDOWN MAY BE USED IN LIEU OF THE STHD10RJ
5.
EXTERIOR WALLS TO BE 2x6 ETUDE, AT
BE LESS THAN 14" NOR MORE THAN 2" IN
HOLDOWN SEE DETAIL E ON A-4
C3)
LOCATE JOIST OVER WALL, EXTEND SHEAR WALL
4-
AT 16" O.G., ALL HDR 4x DF #2. U.N.O.
SURFACE WITH NO SHARP CORNERS. HANDRAILS
SHEATHING & NAILING TO JOIST, SEE DETAIL C ON A -2
�
A HTTS HOLDOWN MAY BE USED IN LIEU OF THE STHD10
STUDS @ I6 "Q.L) U.N.O.
LE55 THAN #` BETWEEN THE WALL AND THE HANDRAIL.
HOLDOWN, SEE DETAIL F ON A4
q)
ADD (5) A35 RIM TO WALL TOP PLATE
4.
FIRESLOGK ALL PLUMBING PENETRATIONS
b. PREFABRICATED FIREPLACES, CHIMNEYS
AND STAIR RUNS PER IRC, SEC. R602.5
NOTE: ALL EXTERIOR WALLS TO BE SW -6 U.N.O.
�l
V
ALDO CS16 DOUBLE JOIST TO RIM
OR LC.5.0_ SEAL OF APPROVAL AND TO BE
6.
2T. O..
4._6 .
_. 2 TREAD
42" 36' 60N0.
LANDING 5EE
DETAIL 2 ON
'4'62 60610 56D W/ 56_ (04)6X6 POST
3 14" TRAN5 ASV_ (6060 RO.) 4056 SN
WE_LER CONSULTING ENGINEERS, '&
21826 6TH PL W
BOfHELL, WA. 96021
(425) 4,8.9889
12' -O' (OPTIONAL 3ra CAR 6ARASE) ENGINEER REVIEW
THIS 7RAWNG HAS SEEN KEJIEW'ED
PER THE ATTACHED CALCULATIONS
PREPARED ,Y WE'_L =R CCNSULTING ENGINEERS, P.C.
J051 113,006.0076.!16 DATE: I /]123.[16/19
VOID IF NOT WET SIGNED
I I
I _
/ oPTONAL.
> (OP40VAU. - - I 2020 PIC WINDOWS m
O FINAL CABINET AYOUT
¢ PER CABINET MF6'5 1-, 77
S 5FE0'5 `� -
w
m
I
1
(OPTIONAL) C
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62'A x 62"8 x DID - --
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LAND NG. FOR
APPLIANCE5 TO BE I8 "- OBOLLARD y OPTIONAL POOR _
- MIN ABV. 6ARA6L 6
+0 WALL TO SW -2 9 FLOOR TO MRINER OR -r m
9 BOTTOM of 8 SNTCHE5
AIR _
FROV DE COMBUSTION O I
AIR TO ALL &AE, FIRED 1
1 6ARA6E APPLIANCES. ry
SARA / C PER M'02 n MIT03 OPTIONAL
L LO AT.ON
4 CONCRETE SLAB FOR 2060
SLOPE 4° TO (DOOR DOOR / 2 LINE OF GARAGE DOOR ry1O1� -N POSITION
PROVIpE G LAYER 1/2 FiA5 ALONG ALL OAR OPTION OPTIONAL !
"WARM" AA-1 n (1) LAYt7R 5 1B" TYPE -X m
m &AB GL6. (I) LAYER 1/2 663 REOUIRED ON 3rd GAR GAR.
ALL W.ALL5 SUPPORTING A SECOND 5TORY.
PER IRC, SECTION R3OFD 4" CONCRETE SLAB
_NTR fi SLOPE 4 TO DOOR
1LE LINE OF GARAGE DOOR IN 01 POST TION
T s
a 1 I
DROPPED BEAM ABOVE � pQGPPEJ BEAM ABOVE
- _ - - - Inxla n„wnnu r4on�c ne
-
++ 0
m
4" 001 SLAB
LINE OF FLOOR ABOVE
MAINTAIN 109" BELOW
2x6 BASE WRAPn AT TOP
5' -6" L_�FOOWMNS -PEER ELEV. 211_9"
2' -6" 2' -b"
BEAM ABOVE
51' -O"
-
HOLD SLAB DOWN 6"
WINDOW SIZES 4 ROUGH OPENINGS TO BE
_
a' 7READ
VERIFIED BY CONTRACTOR.
5a" MAX. ABOVE THE NOSIN6 OF 7READ5 4 LANDINGS.
2.
WINDOW HEADER T16HT TO TOP PLATE. (U.N.O.)
$THD10 (TYP) 'SW -3 z 16 °G "xe-0 OVERHEAD GARAGE DR. a
(4) RED. @GARAGE 9 9
P �2' -102" 16-3 (ROJ
PORCH
4" 001 SLAB
2x6 BASE WRAPn AT TOP
5' -6" L_�FOOWMNS -PEER ELEV. 211_9"
ELEVATION OF ORCI,
TO BE NO GREATER
51' -O"
THAN I" BELOW MAIN,
SUB -FLOOR
WINDOW SIZES 4 ROUGH OPENINGS TO BE
_
a' 7READ
(OPTIONAL) 9' J" (R OJ
12' -O" (OPTIONAL 310 OAR GARAGE)
MAIN FLOOR PLAN A
ry
rc
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AREA:
MAIN FLOOR AREA 1,406 5F
UPPER FLOOR AREA -196 5F
AREA: 3,202 57
GLAZING PERCENT:
551 s.f. OF GLAZING FOR
3,202 SF LIVING AREA
GLAZING 15 11%
O c
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II'_q•
2x6 BASE WRAPn AT TOP
5' -6" L_�FOOWMNS -PEER ELEV. 211_9"
N
51' -O"
MAIN FLOOR PLAN NOTE5:
I.
WINDOW SIZES 4 ROUGH OPENINGS TO BE
T. TOP OF HANDRAILS SHALL BE PLACED AT 54" MIN.
VERIFIED BY CONTRACTOR.
5a" MAX. ABOVE THE NOSIN6 OF 7READ5 4 LANDINGS.
2.
WINDOW HEADER T16HT TO TOP PLATE. (U.N.O.)
HANDRAILS SHALL BE GON7IN000S THE FULL LENGTH
ALL HEADERS TO BE DF #2 .
OF THE STAIRS. THE HAND &RIP PORTION SHALL NOT
5.
EXTERIOR WALLS TO BE 2x6 ETUDE, AT
BE LESS THAN 14" NOR MORE THAN 2" IN
16" O.G., INTERIOR WALL5 TO BE 2X4 STUDS
GRO55- SECTIONAL DIMENSION. PROVIDE A SMOOTH
4-
AT 16" O.G., ALL HDR 4x DF #2. U.N.O.
SURFACE WITH NO SHARP CORNERS. HANDRAILS
^0
CL LL
(TYP EXTERIOR GARAGE WALL5 TO BE 2x4
PROJEGTIN& FROM A WALL SHALL HAVE A SPACE NOT
STUDS @ I6 "Q.L) U.N.O.
LE55 THAN #` BETWEEN THE WALL AND THE HANDRAIL.
E
PER IRC R311.5.4
4.
FIRESLOGK ALL PLUMBING PENETRATIONS
b. PREFABRICATED FIREPLACES, CHIMNEYS
AND STAIR RUNS PER IRC, SEC. R602.5
AND RELATED COMPONENTS TO BEAR U.L.
E.
SAFETY GLAZING AS PER IRO SEC. 308.4
OR LC.5.0_ SEAL OF APPROVAL AND TO BE
6.
ALL WOOD IN CONTACT WITH CONCRETE TO BE
INSTALLED PER MANUFAGTILRER'5 SPECIFICATION.
PRE55URE TREATED.
ALL CONNECTORS 4 FASTENERS FOR PRESSURE
INDICATES IIOV SMOKE= DETECTOR
TREATED WOOD TO BE HOT - DIPPED GALVANIZED
5O INTERCONNECTED w/ BATTERY BACKUP
STEEL OR EQUIVALENT PER I.R.G. R510.5. (TYP)
N
cu
® INDIGATE5 INTERIOR BEARING WALL
(OPTIONAL) 9' J" (R OJ
12' -O" (OPTIONAL 310 OAR GARAGE)
MAIN FLOOR PLAN A
ry
rc
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a 1,
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0
-m
ry
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1pu F i_Gu �eqc rI
AREA:
MAIN FLOOR AREA 1,406 5F
UPPER FLOOR AREA -196 5F
AREA: 3,202 57
GLAZING PERCENT:
551 s.f. OF GLAZING FOR
3,202 SF LIVING AREA
GLAZING 15 11%
O c
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H- m m IL m o n DUB
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N
(OPTIONAL) 9' J" (R OJ
12' -O" (OPTIONAL 310 OAR GARAGE)
MAIN FLOOR PLAN A
ry
rc
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a 1,
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n
O
d
0
-m
ry
�7
1pu F i_Gu �eqc rI
AREA:
MAIN FLOOR AREA 1,406 5F
UPPER FLOOR AREA -196 5F
AREA: 3,202 57
GLAZING PERCENT:
551 s.f. OF GLAZING FOR
3,202 SF LIVING AREA
GLAZING 15 11%
O c
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H- m m IL m o n DUB
Plan:
3202
Drawn By:
1W
Checked By:
Rick C.
Scale:
1/411 =1' -0" u.n.o.
Date Drawn:
01 -05 -13
Revision Date:
Page:
A2_
N
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00
Flo
Plan:
3202
Drawn By:
1W
Checked By:
Rick C.
Scale:
1/411 =1' -0" u.n.o.
Date Drawn:
01 -05 -13
Revision Date:
Page:
A2_
PROVIDE HEAD I
FOR DRAINS
BEAM REQUIRED
STANDARD PLAN
WITHOUT DEN
BEARING WALL ,
DEN OPTION STO
FLOOR J015T w
(NO BEAM REQUII
ENGINEERS NOTES: UPPER FLOOR FRAMING
DESIGN LOADS:
COLUMNS:
FLOOR DL = 10 PSF
Cl: TREATED 4x4 HF #2 W/ ACE4 & AB"
-
LL = 40 PSF
C2: 40 HF #2 W/ ACE4
EXCEPTIONS:
VERIFIED BY GONTRACTOR.
C3: (3) 2x6 HF #2
JOIST:
2x12 HF #2 @ 16 "o.c,
C4: 6x6 DF #2
NOTE:
PROVIDE LUS210 HANGERS @ ALL FLUSH
C4A: TREATED HF 6x6 WI ACE & AB66
FRAMED ENDS
(3RD CAR OPTION ONLY)
ABOVE THE FINISHED GRADE OR SURFACE
TO PA55 THROUGH THE OPENING
C5: 4x6 DF #2
HEADERS: 4x8 DF #2 U.N.O.
C6: (3) 2x4 HF #2
NOTE:
PROVIDE (1) 2x TRIMMER @ ALL HEADERS
THAN 14" NOR MORE THAN 2" IN
U.N.O.
LARGEST OPENED POSITION
HANGERS:
H2:
4x10 DF #2
HGR2: HGLT9
AT 16" O.G., U.N.O.
SMOOTH SURFACE WITH NO SHARP GORNER5.
HGR3: LUS210 -2
BEAMS:
4. FIREBLOGK ALL PLUMBING PENETRATIONS
NOTE:
PROVIDE (2) 2x POST @ ALL BEAMS U.N.O.
NOTE:
B1:
(3) 2x12 HF#2
PROVIDE SOLID FRAMING IN JOIST SPACE TO
B2:
30x9 GLB (24F -V4)
FOUNDATION FOR ALL POINT LOADS ABOVE
B3:
501 GLB (24F -V4)
B4:
B5:
(2) 2x12 HF #2 /- r3
(3) 2x12 HF #2
16 "'+6 OARRIA&E BOLTS ® 32" OG. STEEL BEAM PER
5TA66ERED EACH 51ME OF THE WEB PLAN
B6:
W8x28
2 x _ HF # 2 TOP PLATE As REOJIRED
_
Lu
(TO MATCH FLAN5E WIDTH)
ZERO CLEARANCE SAE
BT:
80x1021 GLB (24F -V4)
a
�m
B8:
50x18 GLB (24F -V4) - MAINTAIN
2 x HF x 2 EOTTOM PLATE A5 REGUIRED
(TO MATCH =LANSE WIDTH)
VTOS.
�„ Fy , 6' LAS 3c2LT
9'.1" CLEAR UNDER BEAM
MPG'S SPEC'S
i
EACH ZIOE OF NPZ
(IF POSSIBLE) -
3 /B" % OARRIA E BOLTS ®48" O L.
5-A66ERED EACH SIDE OF THE NE
- 60" FACE x 48" HIGH
Posr PER PLAN
B9:
5- 'ax12 GLB (24F -V4) DETAIL SI
CSI TO RIM BELOW
PB3:
30x1021 GLB (24F -V4)
DETAIL 5. ?
1i
UPPER FLOOR FRAMING NOTES:
I. UPPER FLOOR FRAMING TO BE 2x12 HEM -FIR #2
JOISTS @ 16" O.G. WITH 3/4" OSS 746
SUBFLOOR, GLUED AND NAILED, U.N.O.
ADHESIVES SHALL CONFORM TO APA SPEC.
AFG 01. PROVIDE T46, EDGES AT LONG
PANEL EDGE5.
2. BEARING WALLS ARE SHADED.
3. ALL HEADERS TO BE 4x8 OF #2 WITH
6' -O" MAX. SPAN, U.N.O.
4. SOLID BLOCKING AT ALL BEARING WALLS,
BEAMS, 4 INTERIOR SHEAR WALLS.
5. PROVIDE DEL. STUDS UNDER ALL BEAMS
AND HEADERS EXCEPT AS NOTED.
ALL EXTERIOR WALL5 AND GABLE ENDS TO BE 5W -6 L.N.C.
- - - - -- = L.NE OF WALL5 ABOVE
INDICATES BEARING WALL ABOVE (OR BELONG
- - -- UFPER FLOOR FRAMING
o _
--o
I
III
(SEE ROOF PLAN)
MINE PLAN O AL7
UPPER FLOOR PLAN N07!5:
1.5i.
4
3"x60'
I. WINDOW SIZES 8 ROUGH OPENINGS TO BE
6. TOP OF HANDRAILS SHALL BE PLACED AT
WINDOW SILLS PER R6132: IN DWELLINGS
EXCEPTIONS:
VERIFIED BY GONTRACTOR.
34" MIN. 36" MAX. ABOVE THE NOSING OF
UNITS, WHERE THE OPENING OF AN OPERABLE
I. WINDOWS AH05E OPENINGS WILL
2. WINDOW HEADER TIGHT TO TOP PLATE. (U.N.O.)
TREADS $ LANDINGS. HANDRAILS SHALL BE
WINDOW IS LOCATED MORE THAT 72 INCHES
NOT ALLOW A 4 INCH DIA. SPHERE
ALL HEADERS TO BE 4x8 DF #2 (U.N.O.)
GON7IN0005 THE FULL LENGTH OF THE STAIRS.
ABOVE THE FINISHED GRADE OR SURFACE
TO PA55 THROUGH THE OPENING
3. EXTERIOR WALL5 TO BE 2X6 STUDS AT
THE HAND GRIP PORTION SHALL NOT BE LESS
BELOW, THE LOWEST PART OF THE CLEAR
WHEN THE OPENING 15 IN 175
BE 2X4 STUDS
THAN 14" NOR MORE THAN 2" IN
OPENING OF THE WINDOW SHALL BE A MIN. OF
LARGEST OPENED POSITION
16" O.G., INTERIOR WALLS TO
GR055- SEC7IONAL DIMENSION. PROVIDE A
24 INCHES ABV. THE FINISHED FLOOR OF THE
2. OPENINGS THAT ARE PROVIDED
AT 16" O.G., U.N.O.
SMOOTH SURFACE WITH NO SHARP GORNER5.
ROOM IN ^HIGH THE WINDOW 15 LOCATED.
WITH WINDOW GUARDS THAT
4. FIREBLOGK ALL PLUMBING PENETRATIONS
HANDRAILS PROJECTING FROM A ^ALL
GLAZING BETWEEN THE FLOOR AND 24
COMPLY W/ ASTM F 2006 OR F
AND STAIR RUNS PER LR.G. SEC. R602.5
SHALL HAVE A SPACE NOT LESS THAN
INCHES SHALL BE FIXED OR HAVE OPENING
2090
5. SAFETY GLAZING AS PER I.R.G. SEC. R30a.4
BETWEEN THE WALL AND THE HANDRAIL
THROUGH WHICH A 4 INCH DIA. SPHERE CAN
;OPTIONAL) FIREPLACE
SEE DETAIL B ON A -3.
NOT PA55
®
°OV SMOKE DETECTOR PER IRG 8311.5.4.
0, O NV BATT BACKUP. INTERCONNECTED
20' -4"
4' -4"
NINDOA /
1.5i.
4
3"x60'
5040 XO
DOOR
V
SKIRTED NB
5040 XO EGRESS
LEADER
-
C
2x6 WALL FOR
HEAT STACKS
E
72 "x36 " -MOO,
Tenderness
ry
w /GLASS
ENCLOSURE
NDOW/
m
1,
ry
ENGINEERS
NOTES:
DOOR
a)
�V VT09Q
3040 5H
O
Q
'RAMING
ci
SHEATH TRUSS, PER SW-4 L =8'
4
S'
866
0
;OPTIONAL) FIREPLACE
SEE DETAIL B ON A -3.
#2
®
N
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W
JL APPROVED DIRECT VENT ry
Lu
1
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ZERO CLEARANCE SAE
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a
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FIREPLACE N5TA_L PER
VTOS.
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2468
MPG'S SPEC'S
i
5_5"
VINYL
Q
- 60" FACE x 48" HIGH
504 x0
C3)
CSI TO RIM BELOW
OPTIONAL
O
1i
fi x6' BOXED
'DD G516
in
-
SOFFIT DLX
�,
V
CS16 TO BEAM BELOW
TILE
LINEN I86b
SPEC PLATS
,TRAP FULL
10" -
-
0- 2"
HEAR
g
C5)
MASTER SUITE
hALL
LANDING!
'LUS 16" END
BELOW
_
CARPET
ENGTH.
'ROVIDE 2x_
3LH��
5 �.
IV_6• 2' -4" 6' -4" (2x4 WALL)
TM 16
6-al.
m
O
O6D
L-
HALFWALL-
2668._
S9'IR
-
PAIR
-
2668
,I. -O"
7._I.
rv040 XO
5.6.
LINEN
(5) 24" 5HiV'5
2' -10" 2' -2"
1.5i.
4
3"x60'
N
(D SHELF 4 POLE
V
SKIRTED NB
-
\�
SHOWER
C
2x6 WALL FOR
HEAT STACKS
E
72 "x36 " -MOO,
Tenderness
^�
w /GLASS
ENCLOSURE
•fu
m
1,
0
ENGINEERS
NOTES:
a)
�V VT09Q
O
Q
O
0
ci
SHEATH TRUSS, PER SW-4 L =8'
4
a iW
866
0
SEE DETAIL B ON A -3.
#2
®
N
ry i
W
_i
A _FwALL
SP" APT w� E-
Lu
1
M
GARPET
O
a)
a
�m
(2
CS16 TO JOIST BELOW
VTOS.
O
2468
i
5_5"
VINYL
Q
-;N
504 x0
C3)
CSI TO RIM BELOW
M.BATH
O
1i
N
5
-
EbRE55
�,
V
CS16 TO BEAM BELOW
TILE
LINEN I86b
6
10" -
0- 2"
g
C5)
DOUBLE CS16 TO DOUBLE JOIST
S 4 IN. RUN
LANDING!
BELOW
V02HD -TALIL
O A - RI E
LINEN
(5) 24" 5HiV'5
2' -10" 2' -2"
LINE OF FLOOR BELOW
sw -a T 5050 x0
isJ /well E6RE55
I
I I
12' -0•
BEDROOM #5
CARPET
LINE OF FLOOR BELOW
Sw-4', T 5050 XO
565055
12' -O"
� - T -
5 11
UPPER FLOOR PLAN
W = 1' -O"
4050 5H
NOTE: ALL EXTERIOR WALLS &
m CARPET GABLE ENDS TO BE SW -6 U.N.O.
m )�
6 32 I (I) SHELF 6 POLE
- - -6w-4 -2x6 WALL FOR
HEAT STACKS 2
2x6 WALL FOR
DRYER VENT 4
mN RETURN AIR ?
BEDROOM #4 — - - -- —
CARPET
DRY VENTS
THROUGH ROOF
1.5i.
3 10 -t...
N
�SD
V
�K..GE55��
\�
SHELF e_ POLE 1/
C
2x6 WALL FOR
HEAT STACKS
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2
4-
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5_5"
VINYL
Q
-;N
504 x0
,L
N
i
O
N
5
-
EbRE55
LINEN I86b
6
10" -
m
iv
(5) 24"
5HLV'5
S 4 IN. RUN
LANDING!
O A - RI E
5 �.
A/A5, TYP
6-al.
m
r
L-
HALFWALL-
2668._
S9'IR
STAIR
NOSE
'
LAV
V53
LAV
536.
HALFWALL 99" AF =,
VD BI -3D
N
VT.
LI
V G
1
13' -10"
m�
BATH
}
2466
VINYL
2468 _�y
WITH SKIT BOARD:
1# OPENING ON SIDE OF TREADS
_
WITHOUT SKIRT BOARD_
II' -10"
2665
2'-52' ',.
J" OPENING ON SIDE OF 'READS
N'
�sD
m
BONU5 ROOM
5TANDARD
5HE -F- 4 POLE
- -- -
CARPET
CLOSET
BEDROOM
#B
CARPET
2468
LINE OF FLOOR BELOW
sw -a T 5050 x0
isJ /well E6RE55
I
I I
12' -0•
BEDROOM #5
CARPET
LINE OF FLOOR BELOW
Sw-4', T 5050 XO
565055
12' -O"
� - T -
5 11
UPPER FLOOR PLAN
W = 1' -O"
4050 5H
NOTE: ALL EXTERIOR WALLS &
m CARPET GABLE ENDS TO BE SW -6 U.N.O.
m )�
6 32 I (I) SHELF 6 POLE
- - -6w-4 -2x6 WALL FOR
HEAT STACKS 2
2x6 WALL FOR
DRYER VENT 4
mN RETURN AIR ?
BEDROOM #4 — - - -- —
CARPET
DRY VENTS
THROUGH ROOF
i n
(5MOKE DETECTORS
REQUIRED w/
BEDROOM OPTION)
5D
ry
4050 XO
(EGRESS REO. FOR
BEDROOM OPTION)
LINE OF 6ARA6= BELOW
4' -6' 6' -4-
10'-10"
4050 5H
(E 5RE55 R
BEDROOM
2 -6" Fo 5' -4Z" 5'-44" 5' -754" U 5 -714"
.INC OF GARAGE BELOW
—___ —H=
_Q. 6" 11 -3,"
UFFER FLOOR FLAN r, ALT
5040 NO
EGRESS ff r
�I I
DEL WALL
FOR 5-VENT
—SHEET WALL PRIOR TO
OL05FT - SHEAT-IN6 MIJ5T m
PA55 `HROU&H E -VENT N.,
SPACE - FJR OUT DOOR I
DOOR DIMENSIONS TO BE:
BALL -LATCH 2 OVER RO. DOOR
WITH 517E 1 05 HIGH
REGULAR DBL DOOR OVER R.O.
DOOR WIDTH SIZE 4 65" HIGH
31 -FOLD ♦ I } OVER RO. DOOR
WIDTH 51ZE 4 82" HI6H
BI- PA55. EQUAL TO DOOR WIDTH SIZE
4 63" H16H
GARAGE MAN DOOR/ FIRE DOOR_
r2" OVER RO. DOOR WITH 51ZE
4 84" HIGH
LINE OF 6ARA&-
12'-O' (OPTIONAL
E�
N
IOd (0.1311 ®( /6'bs.
- ROOF 5-I ATFING
- SHEATH TRU55 PER 5NI -4
PROVIDE INTERMEDIATE
FRAMING AS REOUIREO
-IOd (0 151) ® 4 do.
-IOd (01511) w 4 "o.c.
2. - A5 REQUIRED
- 5-IEAR WALL PER
PLAN
N
WELLEK CONOULT.40 ENGINEERS, P.C.
6WA 7L W
5OT-IELH 98,021
(425)496.9866
ENGINEER REVIEW
TH5 DRAWING HAS SEEN REVIEWED
PER TM, E ATTACHED CALCULATION5
PREPARED 5Y N5Y 1IkM_ER CONSULTING ENGMEERS, P.C.
BV: �
J09: 7900 DATE: 112310
V01D'F NOT WET SIGNED
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n
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1.5i.
3 10 -t...
N
�SD
V
EALLICA?T1
\�
SHELF e_ POLE 1/
C
i n
(5MOKE DETECTORS
REQUIRED w/
BEDROOM OPTION)
5D
ry
4050 XO
(EGRESS REO. FOR
BEDROOM OPTION)
LINE OF 6ARA6= BELOW
4' -6' 6' -4-
10'-10"
4050 5H
(E 5RE55 R
BEDROOM
2 -6" Fo 5' -4Z" 5'-44" 5' -754" U 5 -714"
.INC OF GARAGE BELOW
—___ —H=
_Q. 6" 11 -3,"
UFFER FLOOR FLAN r, ALT
5040 NO
EGRESS ff r
�I I
DEL WALL
FOR 5-VENT
—SHEET WALL PRIOR TO
OL05FT - SHEAT-IN6 MIJ5T m
PA55 `HROU&H E -VENT N.,
SPACE - FJR OUT DOOR I
DOOR DIMENSIONS TO BE:
BALL -LATCH 2 OVER RO. DOOR
WITH 517E 1 05 HIGH
REGULAR DBL DOOR OVER R.O.
DOOR WIDTH SIZE 4 65" HIGH
31 -FOLD ♦ I } OVER RO. DOOR
WIDTH 51ZE 4 82" HI6H
BI- PA55. EQUAL TO DOOR WIDTH SIZE
4 63" H16H
GARAGE MAN DOOR/ FIRE DOOR_
r2" OVER RO. DOOR WITH 51ZE
4 84" HIGH
LINE OF 6ARA&-
12'-O' (OPTIONAL
E�
N
IOd (0.1311 ®( /6'bs.
- ROOF 5-I ATFING
- SHEATH TRU55 PER 5NI -4
PROVIDE INTERMEDIATE
FRAMING AS REOUIREO
-IOd (0 151) ® 4 do.
-IOd (01511) w 4 "o.c.
2. - A5 REQUIRED
- 5-IEAR WALL PER
PLAN
N
WELLEK CONOULT.40 ENGINEERS, P.C.
6WA 7L W
5OT-IELH 98,021
(425)496.9866
ENGINEER REVIEW
TH5 DRAWING HAS SEEN REVIEWED
PER TM, E ATTACHED CALCULATION5
PREPARED 5Y N5Y 1IkM_ER CONSULTING ENGMEERS, P.C.
BV: �
J09: 7900 DATE: 112310
V01D'F NOT WET SIGNED
I
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N
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F V N LL Si O L 60
Plan:
3202
Drawn By:
Checked By:
Rick C.
Scale:
1/4" =1' -011 u.n.o.
Date Drawn:
01 -05 -13
Revision Date:
A3_
N
V
00
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Plan:
3202
Drawn By:
Checked By:
Rick C.
Scale:
1/4" =1' -011 u.n.o.
Date Drawn:
01 -05 -13
Revision Date:
A3_
4
v
0
v
STHD10RJ( VP)
(14) REO.
-w
N �
-H 3
o
(2) 2x_ HEM -FIR
e2 STUD5
FTT5 HOLOOHN
RIM JOIST W SOLID
BLOCKING
:;)F-iAIL F_
ENGINEERS NOTES- FOUNDATION PLAN:
SHEAR WALL SCHEDULE
(SEE 2006 IBC table 23'06.4.1 a Section 2306.4.1)
All shear walls to be sheathed from top plate tp bottom plate. Block all panel edges. Nail spacing Is for
all panel edges. Space nails @ 12� -o.c. along Intermediate framing members.
FLOOR DL = 10 PSF
Ibd @ I6• O.O.
LOCATE JOIST OVER WALL, PROVIDE SHEAR WALL
SHEATHING &NAILING JOIST TO SILL, SEE DETAIL G
A HTT5 HOLDOWN MAY BE USED IN LIEU OF THE
STHD10RJ HOLDOWN, SEE DETAIL E ON A-4
12' -0" (OPTIONAL 3rd GAR &ARABS
SHEAR WALL EDGE NAILING
RIM JOIST
SW -6
V =260 PLF
7 /16.OSB, W / Bd (0.11 ; ") NAI!U l
ANCHORAGE (INTERIOR, WALLS ONLY) to SINGLE joist
(or blkg) below: 16d (boA) @ 6•• 0,
SW-4
!
V =350 PLF
7116'• OSB,W I Btl (0.113") NAILS ONLo.c.
ANCHORAGE (INTERIOy WALLS ONLY): to SINGLE joist (or blkg) below:
ifitl (box) @ s•• o.a
3� S HITS HOEDOWN MAY BE USED IN LIEU OF THE
STHD10 HOEDOWN, SEE DETAIL F ON Al
1
LOCATE SHEATHING JOINT
®COMMON MEMBER
SW .3
__... -.._-
V=490 PLF
NOTE:
USE 5 18 "dia. ANCHOR BOLTS W/ 3 "x3 "X1 /4" WASHERS
7116•• OSB, W 18a (0.113 ") NAILS @ T• o.c.
ANCHORAGE (INTERIOR, WALLS ONLY): to 4x (min) BEAM
or blkg below: 16a (box) @ 3"o.c.
5'- O "o.G. 4 WITHIN 12" FROM EACH GORNER U.N.O.
7
@ 5'- 0 "o.c. U.N.O.
o
v
NOTE: use min 3•• man lAal studs @ adjoining panel edges.
GONFIGURE ANCHOR BOLTS FOR 12' PLATES WITH UP
5m
SW -2
V =640 PLF
7116•• OSB, W I Btl (0.113^•) NAILS @ 2•• o.c. (staggered)
ANCHORAGE (INTERIOR, WALLS ONLY): to 4x (min) BEAM
(6) 5 18" ANCHOR BOLTS REQUIRED
AT BEAM SPLICE a
GRANULAR FILL
TYPI
x
SLOPE AWAY FROM
or blkg below: 1W (box) @ 2 "o.c.
GONTRAGTOR TO PROVIDE SOILS TEST INFORMATION
1 NOTE use min 3• northal studs @ adjoining panel edges
- TM1eshear0.11 b are based upon the -No W of Ba box nails we full M1 tlashank
tl,ameter of01+u ado minimum penetration Rem-Fir 1,375". From Table 2rwind. use 15132; etl SHEAR TRANSFER @EXTERIOR WALL DETAIL
.ma.ewmaoag rsaanlon for al4increase far wind. -- -
PATIO 51-0
i
M -FIR %2 AIDS
DOWN
TREATED SILL PLATE
)Ll ®C 441V AN :� 5fiE_
= 1'-O..
SHEAR WALL PER
PLAN
ANCHORA6E NAILING PER
SHEAR WALL SCHEDULE
LOCATE JOIST OVER
STEM WALL
EXTEND SHEAR WALL
SHEATHING 3" MN ABOVE BILL
PLATE, NAIL 5HEATHIN6 TO
'015- !SILL PER SHEAR WA -.L
EDGE NAILING ABOVE
e a
:;)E'iA'II L r--
7I ®IV
ENGINEERS NOTES - MAIN FLOOR FRAMING
DESIGN LOADS:
NOTE:
FLOOR DL = 10 PSF
PROVIDE SOLID FRAMING IN JOIST SPACE TO
- LL = 40 PSF
FOUNDATIONS FOR ALL POINT LOADS ABOVE
12' -0" (OPTIONAL 3rd GAR &ARABS
-
NOTE: PROVIDE LUS28 HANGERS @ ALL FLUSH
B' -III"
4' S"
I
BEAMS: 4x8 DF #2 U.N.O.
21•_8•
3' -III"
STRIP
- PROVIDE 4x6 POST @ ALL BEAM SPLICES U.N.O.
2.
COLUMNS:
2 2
5'- O "o.G. 4 WITHIN 12" FROM EACH GORNER U.N.O.
7
3
o
v
4
GONFIGURE ANCHOR BOLTS FOR 12' PLATES WITH UP
5m
TTFI
a
W/ FIBER MESH o/
8•x12,
AT BEAM SPLICE a
GRANULAR FILL
TYPI
x
SLOPE AWAY FROM
ALL CONNECTORS 4 FA57BNERS FOR PRESSURE 12,
GONTRAGTOR TO PROVIDE SOILS TEST INFORMATION
ry
FLOOR FRAMING TO BE 2x10 HF #2
9
TREATED WOOD TO BE H07- DIPPED GALVANIZED
FOR EACH PLAT TO VERIFY MINIMUM 2000 PEP SOIL
- - --
8" STEM INALL
�. 4x6 #2 D F P05T
L
STEEL OR EG7UIVALENT PER LR.G. R619.5. (TYP)
II-104
AT BEAM 5PLI0
12' -0'
3' -2"
EXTERIOR F0071NC75 SHALL BEAR 1' -6" BELOW FINISH
II' -113•
MIN 42 "x36"
ADHESIVES SHALL CONFORM TO APA 5PE0.
8.
ml
GRADE. ALL FOOTINGS TO BEAR ON FIRM
n' O
N
AFC . OI. PROVIDE T8G EDGES AT LONG
IN
EXTEND UP FOUNDATION WALL.
N
GONG LANDIN
PANEL EDGES.
9.
FOUNDATION VENTS SHALL NOT INTERFERE
BACK FILL TO BE THOROUGHLY COMPACTED.
4.
SOLID BLOCKING IS REQUIRED AT BEARING
.16 FTO
PT ONA6'._.
1
-
CONTINUOUS FOOTINGS TO HAVE (2) #4 BAR
PER IBC TABLE 1904.2
-------
1/
°I2GAL
DOOR
CONTINUOUS HORIZ. 4 ALTERNATING #4 'HOOK' BARS 14.
TIGHT LINES GONNEGT ROOF WATER TO THE
HEAD
/
W03C.PEA.TH
@ 45" O.G. - WALLS TO HAVE (1) #4 BAR WITHIN TOP
p
00
OLTY R�
-ry
-In I
kD
DRAIN
/ )
()t/'4
4xb %2 D.P. POST
AT BEAM SPLICE
4x6 #2 D.F. P05T
AT (BEAM 5PLI6E
�y
O
'
m
r 24N24'00" TH
-
24 "x24 "x10" TH
J. CONC. PAD
W/ (3)#4 EA. WAY
-
/ /
CONC. PAD
wl (3J#4 EA. WAY
h' -oL'
2
2'-Il" (RO)� T._O �.
}
° '3"' �..
IOJIII
2 2 3
2
- - -1
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1
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- -- _.__.
_-
rt
_ - -_ -_
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F_
III
I�
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MAIN FLOOR
=ry
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CRAWL 5PAGE
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4.6 #2 DE P05T
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ycy
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1
1
36 "06N10" TH
CONC. PAD
ry
m
CAR
(3rd OPTION)
m
-
GARAGE
0
m
g
OPT. GARAGE
`V !,
MAINTAIN 109" BELOW
13 13
2
I -
ry
tf
2
p
I BEAM ABOVE '1
HOLD SLAB DOWN 6'•
J
1
1_ql"
2
all
!OPTIONAL) 9• -3" (RO)
R_ �•
PORCH STHD10 (TYP) 3 2 3 3 :<
REQ. @ GARAGE
(4)
2
-1
2
11 I
2 (RO)
12" 2' -12
12
0
22'_G.
18 "x18•'xl0" T
CONIC. PAD
18'x78 "x10
"T - --
18'x18 "x10 "T
CONC.PAD
CONC.PAD
5'-6"
21'-9"
12 -0" ( OPTONAL 3rd OAR GARAGE)
i
M -FIR %2 AIDS
DOWN
TREATED SILL PLATE
)Ll ®C 441V AN :� 5fiE_
= 1'-O..
SHEAR WALL PER
PLAN
ANCHORA6E NAILING PER
SHEAR WALL SCHEDULE
LOCATE JOIST OVER
STEM WALL
EXTEND SHEAR WALL
SHEATHING 3" MN ABOVE BILL
PLATE, NAIL 5HEATHIN6 TO
'015- !SILL PER SHEAR WA -.L
EDGE NAILING ABOVE
e a
:;)E'iA'II L r--
7I ®IV
ENGINEERS NOTES - MAIN FLOOR FRAMING
DESIGN LOADS:
NOTE:
FLOOR DL = 10 PSF
PROVIDE SOLID FRAMING IN JOIST SPACE TO
- LL = 40 PSF
FOUNDATIONS FOR ALL POINT LOADS ABOVE
JOIST: 2x10 HF #2 @ 16 "o.c.
-
NOTE: PROVIDE LUS28 HANGERS @ ALL FLUSH
w/ WEATHER
°IN6
FRAMED ENDS
BEAMS: 4x8 DF #2 U.N.O.
i3y
NOTE: PROVIDE 4x4 POST @ ALL BEAMS U.N.O.
STRIP
- PROVIDE 4x6 POST @ ALL BEAM SPLICES U.N.O.
2.
COLUMNS:
C7: 4x6 DF #2
5'- O "o.G. 4 WITHIN 12" FROM EACH GORNER U.N.O.
C8: 4x8 DF #2
4xb #� D F POST O
rIV
°m 11
0
O
b
a ry
ry
1'-104" 12,0• 1 5'_2•
12" TREAD
42 x36" GONG.
'_ANDIN6. SEE
DETAIL 2 ON
A -2
4xb #2 D . PO -
AT BEAM 5F ICE
-_T 24••x24 "x10"
FOUNDATION VENT REQUIREMENT
MAIN FLOOR
20091RC Sec ft40821 = .UNOLRL 1,OOL?yENLT1LP,SIQN
OPENINGS SHALL HAVE A NET AREA OF NOT LESS THAN 15q. R. FOR EACH 150 5q, Ft.
OF UNDER -FLOOR AREA. THE OPENINGS SHALL BE COVERED WITH CORRO5 ON-
RE515TANT METAL MESH WITH MESH OPEN N65 OF I/4" IN DIMENSION. ONE VENTILATION
OPENING SHALL BE ATHN 3' -O" OF EACH BUILDING CORNER
TOTAL FOUNDATION AREA (50[. Ft). 1,411
14 "x8" 5GREENED VENT AREA (Sc,. Ft. w/ AREA REDUCTION): 0.50
REQUIRED VENTED AREA (5a,. Ft):
FOUNDATION AREA DIVIDED BY 150 9.36
REQUIRED 14 "x8" FOUNDATION VENTS:
REQUIRED AREA DIVIDED BY FOUNDATION VENT AREA 1812
TOTAL VENTS REQUIRED (ROUNDED UP): I9
g.
II 4
MAIN FLOOR
CRAWL 511
- II POLYETHYLENE 1/ 13, (OR V15QUEEN)
W/ 12" LAP AT SEAMS (BLACK)
- 18" MIN. CLEARANCE - 12" @ BM.'S
- R -50 INSULATION IN JET. SPACES
12' -0
5rd OAR GARAGE)
-ry
ry
18 "x18 "x10 "T -
CONC. PAD
18 "x18 "zi O "T I2
"TREAD -
CONC. PAD _ - - --
5' -6'•
F ELEVATION
n 1 TO BE NO 6REATER
M° - THAN I BLN FLOOR
"I
BLOCK OUT FOR
2/5 DOOR
IJ
rot S=a a d
m 6.
- OPT GARAGE
/ 4' -6" 3 I/2 CONCRETE SLAB
O - - Al INTEGRATED FIBER ;
\ a -- -- REINFORCEMENT
- _ o/ 6mll. POLY. VAPOR BARRIE
o/ COMPACTED GRADE
'pl 5 SACK MIX FLOOR
/ \ SLOPE 4" TO OVERHEAD
_ GARAGE DOORS w
m ml K
I � I
BOLLARD 1— I EL-VA71ON m
-- - -- -- TO BE NO GREATER V
BLOCK OUT FOR THAN D_✓ FLOOR a
2/B DOOR ry i
( MIN. 42 x36 z0
GONG LANDING_
FOR OPTIONAL R
DOOR
36"x36"xl T TH�
CONC.PAD ry
wl (3)#4 EA. WAV
m (31d CAR OPTION) j
I
GARIAGE '
3 1/2" CONCRETE SLAB `0
A/ INTECSRATED FIBER
REINFORECEMENT
a/ 6m11 (POLY. VAPOR BARRIER
a/ COMh'ACTED GRADE
5 SACK MIX FLOOR
SLOPE 4 "TO OVERHEAD
GARAGE' DOORS
FOOTING TO BE CONTINUOUS
1 - - THICKENED EDGE OF GARAGE SLAB -' J
O
I � I
S
V
r FOOT! N6 TO BE CONTINUOUS
THICKENED EDGE OF GARAGE 5_AB _ -_
E -
16'_3, (ROI -- 2' -10�" I' -42' 9' -5" (R.0) (OP- ZONAL) 1' -4�•
18 "x18'xl0 "T
CONC. PAD
21'_9•
12' -0" (OPTIONAL Brd OAR GARAGE)
WELLER CONSUL1146 ENGINEERS, RC.
21925 bTH PL W
3(425) L46iI 9866 1
ENGINEER REVIEW
TH.H DRAWING HAS 5EE14 RENEWED
PER THE AT-ACHED OALCULATION5
PREPARED BY MILLER OON5ULTING BNGINEER5, P.C.
SY;
J0151 15-005 DATE: 2125119
Y= IF NOT WET 51ONED
FouNnArloN Mores:
a �
®UN�I ®N / MAIN
- 1-
FLOOR RMIN6
p..
1
N
- -- p
-
( -24 "x72 "X12 "TH
2
w/ WEATHER
°IN6
UNLESS NOTED OT� RWI E.
i3y
_ -- CONC. ETC.
STRIP
2.
ALL BEAM5 TO BE 4x8 D.F. #2 WITH 5' -O" MAX.
w/# 4 @12 O C
5'- O "o.G. 4 WITHIN 12" FROM EACH GORNER U.N.O.
4xb #� D F POST O
o
v
6" 5TEI
GONFIGURE ANCHOR BOLTS FOR 12' PLATES WITH UP
4" CONCRETE SLAB
TTFI
a
W/ FIBER MESH o/
8•x12,
AT BEAM SPLICE a
GRANULAR FILL
TYPI
x
SLOPE AWAY FROM
ALL CONNECTORS 4 FA57BNERS FOR PRESSURE 12,
GONTRAGTOR TO PROVIDE SOILS TEST INFORMATION
ry
FLOOR FRAMING TO BE 2x10 HF #2
9
TREATED WOOD TO BE H07- DIPPED GALVANIZED
FOR EACH PLAT TO VERIFY MINIMUM 2000 PEP SOIL
- - --
8" STEM INALL
�. 4x6 #2 D F P05T
L
STEEL OR EG7UIVALENT PER LR.G. R619.5. (TYP)
OI
AT BEAM 5PLI0
5UBFLOOR GLUED AND NAILED, U.N.O.
EXTERIOR F0071NC75 SHALL BEAR 1' -6" BELOW FINISH
TYPICAL
MIN 42 "x36"
ADHESIVES SHALL CONFORM TO APA 5PE0.
8.
ml
GRADE. ALL FOOTINGS TO BEAR ON FIRM
N
AFC . OI. PROVIDE T8G EDGES AT LONG
4-J
EXTEND UP FOUNDATION WALL.
UNDISTURBED EARTH BELOW ORGANIC SURFACE SOIL.
GONG LANDIN
PANEL EDGES.
9.
FOUNDATION VENTS SHALL NOT INTERFERE
BACK FILL TO BE THOROUGHLY COMPACTED.
4.
SOLID BLOCKING IS REQUIRED AT BEARING
.16 FTO
PT ONA6'._.
1
-
CONTINUOUS FOOTINGS TO HAVE (2) #4 BAR
PER IBC TABLE 1904.2
-------
5.
°I2GAL
DOOR
CONTINUOUS HORIZ. 4 ALTERNATING #4 'HOOK' BARS 14.
TIGHT LINES GONNEGT ROOF WATER TO THE
HEAD
/
W03C.PEA.TH
@ 45" O.G. - WALLS TO HAVE (1) #4 BAR WITHIN TOP
EXISTING STORM SYSTEM.
00
OLTY R�
kD
DRAIN
/ )
()t/'4
18 "x18 "x10 "T -
CONC. PAD
18 "x18 "zi O "T I2
"TREAD -
CONC. PAD _ - - --
5' -6'•
F ELEVATION
n 1 TO BE NO 6REATER
M° - THAN I BLN FLOOR
"I
BLOCK OUT FOR
2/5 DOOR
IJ
rot S=a a d
m 6.
- OPT GARAGE
/ 4' -6" 3 I/2 CONCRETE SLAB
O - - Al INTEGRATED FIBER ;
\ a -- -- REINFORCEMENT
- _ o/ 6mll. POLY. VAPOR BARRIE
o/ COMPACTED GRADE
'pl 5 SACK MIX FLOOR
/ \ SLOPE 4" TO OVERHEAD
_ GARAGE DOORS w
m ml K
I � I
BOLLARD 1— I EL-VA71ON m
-- - -- -- TO BE NO GREATER V
BLOCK OUT FOR THAN D_✓ FLOOR a
2/B DOOR ry i
( MIN. 42 x36 z0
GONG LANDING_
FOR OPTIONAL R
DOOR
36"x36"xl T TH�
CONC.PAD ry
wl (3)#4 EA. WAV
m (31d CAR OPTION) j
I
GARIAGE '
3 1/2" CONCRETE SLAB `0
A/ INTECSRATED FIBER
REINFORECEMENT
a/ 6m11 (POLY. VAPOR BARRIER
a/ COMh'ACTED GRADE
5 SACK MIX FLOOR
SLOPE 4 "TO OVERHEAD
GARAGE' DOORS
FOOTING TO BE CONTINUOUS
1 - - THICKENED EDGE OF GARAGE SLAB -' J
O
I � I
S
V
r FOOT! N6 TO BE CONTINUOUS
THICKENED EDGE OF GARAGE 5_AB _ -_
E -
16'_3, (ROI -- 2' -10�" I' -42' 9' -5" (R.0) (OP- ZONAL) 1' -4�•
18 "x18'xl0 "T
CONC. PAD
21'_9•
12' -0" (OPTIONAL Brd OAR GARAGE)
WELLER CONSUL1146 ENGINEERS, RC.
21925 bTH PL W
3(425) L46iI 9866 1
ENGINEER REVIEW
TH.H DRAWING HAS 5EE14 RENEWED
PER THE AT-ACHED OALCULATION5
PREPARED BY MILLER OON5ULTING BNGINEER5, P.C.
SY;
J0151 15-005 DATE: 2125119
Y= IF NOT WET 51ONED
FouNnArloN Mores:
®
®UN�I ®N / MAIN
- 1-
FLOOR RMIN6
p..
ACCESS
N
- -- p
-
( -24 "x72 "X12 "TH
2
w/ WEATHER
°IN6
UNLESS NOTED OT� RWI E.
i3y
_ -- CONC. ETC.
STRIP
2.
ALL BEAM5 TO BE 4x8 D.F. #2 WITH 5' -O" MAX.
w/# 4 @12 O C
5'- O "o.G. 4 WITHIN 12" FROM EACH GORNER U.N.O.
o
v
6" 5TEI
GONFIGURE ANCHOR BOLTS FOR 12' PLATES WITH UP
4" CONCRETE SLAB
TTFI
a
W/ FIBER MESH o/
8•x12,
TO 16' PLATE AT END OF ANY RUN.
GRANULAR FILL
TYPI
x
SLOPE AWAY FROM
ALL CONNECTORS 4 FA57BNERS FOR PRESSURE 12,
GONTRAGTOR TO PROVIDE SOILS TEST INFORMATION
ry
FLOOR FRAMING TO BE 2x10 HF #2
o
TREATED WOOD TO BE H07- DIPPED GALVANIZED
FOR EACH PLAT TO VERIFY MINIMUM 2000 PEP SOIL
- - --
U
�. 4x6 #2 D F P05T
L
STEEL OR EG7UIVALENT PER LR.G. R619.5. (TYP)
BEARING GAPAGITY.
AT BEAM 5PLI0
5UBFLOOR GLUED AND NAILED, U.N.O.
EXTERIOR F0071NC75 SHALL BEAR 1' -6" BELOW FINISH
i_
ADHESIVES SHALL CONFORM TO APA 5PE0.
8.
PROVIDE MIN. 6 MIL BLACK POLY VAPOR BARRIER,
GRADE. ALL FOOTINGS TO BEAR ON FIRM
N
AFC . OI. PROVIDE T8G EDGES AT LONG
4-J
EXTEND UP FOUNDATION WALL.
UNDISTURBED EARTH BELOW ORGANIC SURFACE SOIL.
N
PANEL EDGES.
9.
FOUNDATION VENTS SHALL NOT INTERFERE
BACK FILL TO BE THOROUGHLY COMPACTED.
4.
SOLID BLOCKING IS REQUIRED AT BEARING
WITH THE DIRET LOAD PATH OF GOLUMN5
C . 13.
ff
1
-
CONTINUOUS FOOTINGS TO HAVE (2) #4 BAR
PER IBC TABLE 1904.2
C7
5.
6" MIN. GLEARANGE BETWEEN EXTERIOR
18 "x18 "x10 "T -
CONC. PAD
18 "x18 "zi O "T I2
"TREAD -
CONC. PAD _ - - --
5' -6'•
F ELEVATION
n 1 TO BE NO 6REATER
M° - THAN I BLN FLOOR
"I
BLOCK OUT FOR
2/5 DOOR
IJ
rot S=a a d
m 6.
- OPT GARAGE
/ 4' -6" 3 I/2 CONCRETE SLAB
O - - Al INTEGRATED FIBER ;
\ a -- -- REINFORCEMENT
- _ o/ 6mll. POLY. VAPOR BARRIE
o/ COMPACTED GRADE
'pl 5 SACK MIX FLOOR
/ \ SLOPE 4" TO OVERHEAD
_ GARAGE DOORS w
m ml K
I � I
BOLLARD 1— I EL-VA71ON m
-- - -- -- TO BE NO GREATER V
BLOCK OUT FOR THAN D_✓ FLOOR a
2/B DOOR ry i
( MIN. 42 x36 z0
GONG LANDING_
FOR OPTIONAL R
DOOR
36"x36"xl T TH�
CONC.PAD ry
wl (3)#4 EA. WAV
m (31d CAR OPTION) j
I
GARIAGE '
3 1/2" CONCRETE SLAB `0
A/ INTECSRATED FIBER
REINFORECEMENT
a/ 6m11 (POLY. VAPOR BARRIER
a/ COMh'ACTED GRADE
5 SACK MIX FLOOR
SLOPE 4 "TO OVERHEAD
GARAGE' DOORS
FOOTING TO BE CONTINUOUS
1 - - THICKENED EDGE OF GARAGE SLAB -' J
O
I � I
S
V
r FOOT! N6 TO BE CONTINUOUS
THICKENED EDGE OF GARAGE 5_AB _ -_
E -
16'_3, (ROI -- 2' -10�" I' -42' 9' -5" (R.0) (OP- ZONAL) 1' -4�•
18 "x18'xl0 "T
CONC. PAD
21'_9•
12' -0" (OPTIONAL Brd OAR GARAGE)
WELLER CONSUL1146 ENGINEERS, RC.
21925 bTH PL W
3(425) L46iI 9866 1
ENGINEER REVIEW
TH.H DRAWING HAS 5EE14 RENEWED
PER THE AT-ACHED OALCULATION5
PREPARED BY MILLER OON5ULTING BNGINEER5, P.C.
SY;
J0151 15-005 DATE: 2125119
Y= IF NOT WET 51ONED
FouNnArloN Mores:
®UN�I ®N / MAIN
- 1-
FLOOR RMIN6
p..
N
DIAMETER X b" THK.
ry
GRAWLSPACE r_ LEARANGES: 18" MIN. CLEAR II.
ALL MUD -SILLS TO ATTACHED WITH 5/8"
UNLESS NOTED OT� RWI E.
00
BETWEEN BOTTOM OF FLR. JOISTS 4 EARTH, MIN. 12'
5"
ANCHOR BOLTS W/ 3 "x3 "xl /4" GALV. SO. WASHER op
HE
2.
ALL BEAM5 TO BE 4x8 D.F. #2 WITH 5' -O" MAX.
CLEAR BELOW BEAMS.
5'- O "o.G. 4 WITHIN 12" FROM EACH GORNER U.N.O.
SPAN AT 4x4 POST. U.N.O. 4x4 P057 REQUIRE A
--- "_
FoRrIH
6" 5TEI
GONFIGURE ANCHOR BOLTS FOR 12' PLATES WITH UP
4" CONCRETE SLAB
TTFI
POSITIVE ATTACHMENT AT PIER. (USE 51MF50N
W/ FIBER MESH o/
8•x12,
TO 16' PLATE AT END OF ANY RUN.
GRANULAR FILL
TYPI
A25) LR.G. P40-T.S. INSTALL CLEAT ® BEAM.
SLOPE AWAY FROM
ALL CONNECTORS 4 FA57BNERS FOR PRESSURE 12,
18 "x18 "x10 "T -
CONC. PAD
18 "x18 "zi O "T I2
"TREAD -
CONC. PAD _ - - --
5' -6'•
F ELEVATION
n 1 TO BE NO 6REATER
M° - THAN I BLN FLOOR
"I
BLOCK OUT FOR
2/5 DOOR
IJ
rot S=a a d
m 6.
- OPT GARAGE
/ 4' -6" 3 I/2 CONCRETE SLAB
O - - Al INTEGRATED FIBER ;
\ a -- -- REINFORCEMENT
- _ o/ 6mll. POLY. VAPOR BARRIE
o/ COMPACTED GRADE
'pl 5 SACK MIX FLOOR
/ \ SLOPE 4" TO OVERHEAD
_ GARAGE DOORS w
m ml K
I � I
BOLLARD 1— I EL-VA71ON m
-- - -- -- TO BE NO GREATER V
BLOCK OUT FOR THAN D_✓ FLOOR a
2/B DOOR ry i
( MIN. 42 x36 z0
GONG LANDING_
FOR OPTIONAL R
DOOR
36"x36"xl T TH�
CONC.PAD ry
wl (3)#4 EA. WAV
m (31d CAR OPTION) j
I
GARIAGE '
3 1/2" CONCRETE SLAB `0
A/ INTECSRATED FIBER
REINFORECEMENT
a/ 6m11 (POLY. VAPOR BARRIER
a/ COMh'ACTED GRADE
5 SACK MIX FLOOR
SLOPE 4 "TO OVERHEAD
GARAGE' DOORS
FOOTING TO BE CONTINUOUS
1 - - THICKENED EDGE OF GARAGE SLAB -' J
O
I � I
S
V
r FOOT! N6 TO BE CONTINUOUS
THICKENED EDGE OF GARAGE 5_AB _ -_
E -
16'_3, (ROI -- 2' -10�" I' -42' 9' -5" (R.0) (OP- ZONAL) 1' -4�•
18 "x18'xl0 "T
CONC. PAD
21'_9•
12' -0" (OPTIONAL Brd OAR GARAGE)
WELLER CONSUL1146 ENGINEERS, RC.
21925 bTH PL W
3(425) L46iI 9866 1
ENGINEER REVIEW
TH.H DRAWING HAS 5EE14 RENEWED
PER THE AT-ACHED OALCULATION5
PREPARED BY MILLER OON5ULTING BNGINEER5, P.C.
SY;
J0151 15-005 DATE: 2125119
Y= IF NOT WET 51ONED
FouNnArloN Mores:
®UN�I ®N / MAIN
- 1-
FLOOR RMIN6
p..
N
DIAMETER X b" THK.
b.
GRAWLSPACE r_ LEARANGES: 18" MIN. CLEAR II.
ALL MUD -SILLS TO ATTACHED WITH 5/8"
UNLESS NOTED OT� RWI E.
00
BETWEEN BOTTOM OF FLR. JOISTS 4 EARTH, MIN. 12'
5"
ANCHOR BOLTS W/ 3 "x3 "xl /4" GALV. SO. WASHER op
HE
2.
ALL BEAM5 TO BE 4x8 D.F. #2 WITH 5' -O" MAX.
CLEAR BELOW BEAMS.
5'- O "o.G. 4 WITHIN 12" FROM EACH GORNER U.N.O.
SPAN AT 4x4 POST. U.N.O. 4x4 P057 REQUIRE A
ALL WOOD IN GONTAGT WITH GONGRETE TO BE
GONFIGURE ANCHOR BOLTS FOR 12' PLATES WITH UP
POSITIVE ATTACHMENT AT PIER. (USE 51MF50N
1.
PRESSURE TREATED.
TO 16' PLATE AT END OF ANY RUN.
In
A25) LR.G. P40-T.S. INSTALL CLEAT ® BEAM.
ALL CONNECTORS 4 FA57BNERS FOR PRESSURE 12,
GONTRAGTOR TO PROVIDE SOILS TEST INFORMATION
3.
FLOOR FRAMING TO BE 2x10 HF #2
o
TREATED WOOD TO BE H07- DIPPED GALVANIZED
FOR EACH PLAT TO VERIFY MINIMUM 2000 PEP SOIL
E
U
JOISTS AT 16" O.G. WITH 5/4 055 746
l,,6
STEEL OR EG7UIVALENT PER LR.G. R619.5. (TYP)
BEARING GAPAGITY.
5UBFLOOR GLUED AND NAILED, U.N.O.
EXTERIOR F0071NC75 SHALL BEAR 1' -6" BELOW FINISH
i_
ADHESIVES SHALL CONFORM TO APA 5PE0.
8.
PROVIDE MIN. 6 MIL BLACK POLY VAPOR BARRIER,
GRADE. ALL FOOTINGS TO BEAR ON FIRM
N
AFC . OI. PROVIDE T8G EDGES AT LONG
4-J
EXTEND UP FOUNDATION WALL.
UNDISTURBED EARTH BELOW ORGANIC SURFACE SOIL.
N
PANEL EDGES.
9.
FOUNDATION VENTS SHALL NOT INTERFERE
BACK FILL TO BE THOROUGHLY COMPACTED.
4.
SOLID BLOCKING IS REQUIRED AT BEARING
WITH THE DIRET LOAD PATH OF GOLUMN5
C . 13.
3,000 P51 CONCRETE SHALL BE USED
WALL5, POINT LOADS, AND SUPPORT BEAMS.
10.
CONTINUOUS FOOTINGS TO HAVE (2) #4 BAR
PER IBC TABLE 1904.2
N
5.
6" MIN. GLEARANGE BETWEEN EXTERIOR
CONTINUOUS HORIZ. 4 ALTERNATING #4 'HOOK' BARS 14.
TIGHT LINES GONNEGT ROOF WATER TO THE
GRADE 4 UNPROTECTED WOOD.
@ 45" O.G. - WALLS TO HAVE (1) #4 BAR WITHIN TOP
EXISTING STORM SYSTEM.
00
OF WALL WITH A MAX WALI- HEIGHT OF 4' -6"
E, v a Y v c o !q
S O
v E � 9 1 ¢ m c m S' an a N O C
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re
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Plan:
3202
Drawn By:
Jw
Checked By:
Rick C.
Scale:
1/4" =1' -0" u.n.o.
Date Drawn:
01 -05 -13
Revision Date:
M
N
V_
00
Cu
a�
O
U
■ V
In
Q u-
E
6
ra
o
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00
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LLJ
In
Q
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N
N
4-J
N
L
3
°
3
LL
N
N
00
kD
Plan:
3202
Drawn By:
Jw
Checked By:
Rick C.
Scale:
1/4" =1' -0" u.n.o.
Date Drawn:
01 -05 -13
Revision Date:
M
AF -50's AS REO'D OR GOR -A -VENT IN VENT.
INSTALL 36" FROM EDGE OF SAVE.
PROVIDES 6.15 50. IN NET FREE
VENTILATION AREA PER LINEAR FOOT.
REO'D ONLY OVER CONDITIONED SPACES.
BAFFLE TO PROVIDE I" MIN, AIR SFAGE
ABOVE INSULATION. BAF°LES SMALL
EXTEND 6" ABOVE BATT INSULATION 8
12" ABOVE LOOSE FL- INSULATION.
4" METAL
FLASHING
HI HURRICANE TIE @- `TYP A
EA. PRUSS
5OLID BLOGKINS, GUT TO
FIT TIGHT TO TOP PLATE/
SHEATHING w/ (4) a6 NAILS
RATED EAVE WI'HEN CONSTRUCTED BETWEEN
2' 8 5' FROM PROPERTY LINE. INSTALL
SOLID BLOCKING PER FOOTNOTE (A) OF
TABLE R3,02.1 -WAG 51 -52 -0302
FIDE A T-ED EA\\/E DE X,
3/4" =1' -O"
PROVIDE (2) SIMP50
H25 EACH END OF
GIRDER TRUSSES 4
HIP - MASTERS (TYP)
TRU55 TO GIRDER G
rv/ METAL HANGER 5
BE DETERMINED BY
MANUFACTURER (TYF
ROOF VENT REQUIREMENT
2009 I.R.G. I.R.G. SEC. Rb062 - VENTILATION
THE NET FREE VENTILA -ING AREA SHALL NOT BE LE55 -HAN I / 150 OF THE AREA OF SPACE TO BE
VENTILATED, EXCEPT THAT THE AREA MAY BE I 1300, PROVIDED AT LEAST 50% d NOT MORE THAN 60%
OF THE REQUIRED VENTILATING AREA 15 PROVIDED BY VENTILATOR5 LOCATED 'N THE UPPER PORTION
OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE EAVE VENTS WITH THE BALANCE OF THE
REQUIRED VENTILATION PROVIDED BY SAVE VENTS AND VENTING RIDGES.
EAVE VENTS SHALL BE COVERED WITH CORROSION- RESISTANT METAL MESH A TH MESH
OPENINGS OF 1/4" IN DIMENSION.
TOTAL ROOF AREA (5R. Ft ): I,196
SCREENED VENT AREA (Sc, Ft. H/ AREA REDUCTION): 0,54
REOUIRED AREA (TOTAL 5, I. Ft. / 2): bPb
REQUIRED ROOF AREA DIVIDED BY 300 2A9
REQUIRED ROOF AREA DIVIDED BY SCREENED VENT AREA 8.8
TOTAL VENTS REQUIRED (ROUNDED UP): 9
TRUSSES PER PLAN
IOd @ 6" O.G.
ROOF SHEATHING
VENTED BLOCKING
HI @ 24" O.G.
!EVERY TRUSS OR RAFTERi
WALL= TO TFUee� 1�)ETAL A
HURRICANE CLIPS REWIRED ® AL- TRUSS
ENGINEERS NOTES: -ROOF FRAMING ELEV. A
DESIGN LOADS:
ROOF DL = 15 PSF
- LL =25 PSF
ENGINEERED TRUSSES BY TRUSS MANUFACTURER
NOTE: PROVIDE (2) 2x POST @ ALL HIP MASTERS & GIRDER
TRUSSES U.N.O.
HEADERS: 4x8 DF #2 U.N.O.
NOTE: PROVIDE (1) 2x TRIMMER @ ALL HEADERS U.N.O.
141: 3ax10y GUS (24F -V4)
H1A: 38x9 GUS (24F-V4)
BEAMS:
NOTE: PROVIDE (2) 2x POST @ ALL BEAMS U.N.O.
PBi: 4x8 DF#2
PB2: 4x8 DF#2
COLUMNS:
Cl: TREATED 4x4 HF #2 W/ ACE4 & AB44
HANGERS:
HGR1: HUC48
ROOF FRAMING NOTES
I.
ALL HEADERS TO BE 4x& DF #2
5. TRUSS MANUFACTURER TO SUPPLY ALL
WITH MAX. 6' -0" SPAN, U.N.O.
BLOCKING AND / OR HANGERS REQUIRED AT
2.
VENTED EAVE BLOCKING @ EXTERIOR WALL5.
MANUFACTURED TRUSSES.
3.
OVER FRAMED AREA SHOWN AS HATCHED
9, TRUSS LAYOUT TO BE REVIEWED AND APPROVED
USE 2x6 @ 24" O.G. TYP.
BY TRUSS MANUFACTURER PRIOR TO GON57RUIG7ION.
4.
EAVE OVERHANG TO BE I5 ", U.N.O.
10. PROVIDE (I) TRIMMER AT ALL HEADERS U.N.O.
5.
APPLY ROOFING IN ACCORDANCE
11. PROVIDE (2) POST @ ALL GIRDER / HIP MA5Tl'_R5 TRUSSES. U.N.O.
WITH I.R.G. 511
12. PROVIDE (2) ROWS OF I/4 "x4 -1/2" SDS 5GREWC° @ 16" O.G. LEDGER
6.
PROVIDE ATTIG AGGESS WITH MIN,
TO RIM @ ALL TRUSS LEDGER CONNECTIONS.
O
OF 22 "X30" CLEAR.
T.
ALL TRUSSES SHALL CARRY MANUFACTURER'S
fu
®
= ROOF VENT (34 Sq. Ft. NET FREE AREA)
N
STAMP, SHALL BE INSTALLED AND BRACED TO
C
MANUFACTURER'S SPECIFICATIONS, SHALL HAVE
Q
0
O
DESIGN DETAILS AND DRAWINGS ON 51TE FOR
■ = GUT -our TO ALLOW FOR °AN VENTING
FRAMING INSPECTION, AND WILL NOT BE FIELD
(T'x7' HHOLE HOUSE VENT- 5'x5" EXHAUST FAN)
U
ALTERED WITHOUT PRIOR BUILDING DEPARTMENT
APPROVAL OF ENGINEER'S CALCULATIONS.
D= = DOWNSPOUT LOCATION
I
c
41YO
p
WE:.LER CONSULTING ENGINEERS, ?.0
21925 8TH FL W
BOTHELL, WA. 98021
(425) 450 -9598
ENGINEER REVIEW
-HIS' AI HAS BEEN REVIEWED
PER THE ATTACHED CALCULATIONS
PREPARED BY "NE',L5R CONSUCLNO ENGINEERS, F.C.
BY �_
JOS: 19.005 DATE: 1118/16
VOID IF NOT WET all D
ROOF VENT REQUIREMENT
,EC. R506.2 - VENTILATION
. BE LE55 THAN I / 150 OF THE AREA OF SPACE TO BE
E I / 500, PROVIDED AT LEAST 50% 4 NOT MORE THAN SO%
)VIDEO BY VEN-ILA7OR5 LOCATED IN THE UPPER PORTION
3 FEET ABOVE EAVE VENTS KTH -HE BALANCE OF THE
VENT5 AND VENTING RIDGES.
r�ivmw ✓r nor n v m�nolvn. I0510N -R=515-ANT METAL MESH KITH MESH
TOTAL ROOF AREA (SOS. FU: 313
5GREENED VENT AREA (Sq. Ft. N1 AREA REDUCTION): 0.34
REQUIRED AREA (TOTAL SR. Ft- / 2): 156
REQUIRED ROOF AREA DIVIDED BY 300 0.52
REQUIRED ROOF AREA DIVIDED BY SCREENED VENT AREA 153
TOTAL VENTS REQUIRED (ROUNDED UP): 2
ROOF FRAMING PLAN - OP71ON 'A'
1/.x c Ii_ni.
O W m v B
N m
oEE u°i8 °° y
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o
u°i o E 3 E L' o n 3
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Date Drawn:
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Revision Date:
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Plan:
3202
Drawn By:
JW
Checked By:
Rick C.
Scale:
1/4" =1' -0" u.n.o.
Date Drawn:
01 -05 -13
Revision Date:
Page: a
A5_