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vimr-U-1 Y i�w yr ivw CIvv � "-T HIV(.�LCL1 / Y IGU ANGLED VIEW OF NEW FENCE
ENTRY
ANGLED NFU END WALL ANGLED MAIN DIRECT VIE OF EXIST. BLDG. DIRECT VIEW OF NEW FENCE
ENTRY
I�Z�Cas, AFAK2f • "'
ANGLED VIEW
DIRECT VIEW
[t� _. ' „" ;MA i
DIRECT VIEW OF NEW FENCE DIRECT VIEW EXIST. DUMP5TER ENCLOSURE (FOREGND)
qVMA4pQj
G
EXI5TING BUILDING CONSTRUCTION TYPE:
V5
CURRENT OCCUPANCY CLA551FICATION:
A -2
PROP05ED FACILITY U5E CSC¢ FOOD SALES):
TAVERN
EX15TING MAXIMUM OCCUPANT LOAD=
III
PRROP05ED 5MOKING AREA OCC. LOAD:
84
ADD (1) NEW 2A -105C FIRE EXTINGU15WER IN 5MOKING AREA
CONTRACTOR'5 PRE- CON5TRUCT I ON NOTE
1 IT 15 THE RESPONSIBILITY OF THE GEN. CONTRACTORc? 1
SUBCONTRACTORS / TRUSS MFR. TO FULLY REVIEW
PLANS PRIOR TO EXCAVATION, ORDERING,
CONSTRUCTION, OR INSTALLING ANY MATERIALS,
A55EMBLY OR RELATED CONSTRUCTION COMPONENTS.
IT 15 THE RESPONSIBILITY OF THE GEN. CONTRACTOR
TO BRING TO T14E ATTENTION OF THE STRUCTURAL
ENGINEER ANY QUE5TION5, PERCEIVED DISCREPANCIES,
DE51RED CHANGES IN MATERIALS, FRAMING MET14OD5,
ETC. DURING THE PRE - CONSTRUCTION REVIEW PROCE55.
3 IT 15 THE RESPONSIBILITY OF THE GEN. CONTRACTOR
TO COORDINATE ALL PERMITS, INSPECTIONS, TRADES,
AND 5CHEDULE6. AL50 TO MAINTAIN FULL COMPLIANCE
WITH ALL LOCAL, STATE, AND U.S. BUILDING CODES AND
REGULATIONS RELATED TO THIS PROJECT.
�¢ DIMEN510N6 Ai2E THE REQUIRED MEASUREMENTS PER
ROUGH FRAMING ! OPENINGS. (FIELD VERIFY AND
ADJUST AS REQUIRED). p0 NOT SCALE PLAN COPIES.
v,0 PRO�FJ�'`��2�/i
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TAE3LE OF CONTENT5 � 01 � � �
Date: 04 -13
C-1 51TE PLAN Pro No.:
Drawn NB
A -I ELEVATIONS Checked BY: raw
A -2 FLOOR PLAN
Date Receive : A -3 FOUNDATION PLAN
MAY -j2ou A_4 ROOD FRAMING PLAN Rev. Date: B
"•9• ° "l S"'mi"al _4 ROOF FRAMING PLAN Al
sneer:
NOT:
1. NEW PLUMBING FIXTURE5, 5TLL5, GRAB
5AR5, ACCE55, DOOR APPROACNE51
CLEARANCE5, ETC. `CO COMPLY WITH
CURRENT ADAAG AND LOCAL D15ABLITY
ACCE5515ILITY 5TANDARD5 AND
REQUIRMENT5.
2. ALL ELECTRICAL REVI51ON PLANS AND
ENERGY CODE5 TO BE PROVIDED BY
OTHER5 AND DEFERRED 51UBMITTAL.
3. ALL PLUMF31NG REV15ION PLAN5 TO BE
BY OTHER5 AND DEFERRED 5UBMITTAL.
4. ALL NVAC REV I5ION5 PLANS (IF
REQUIRED) TO BE BY OTHER5 AND
DEFERRED 5UBMITTAL.
5. FACILITY 15 CURRENTLY COMPLIANT
TO ALL APPLICABLE FIRE MAR5HALL
REOUIREMENT5.
6. ALL NEW 5TUD - FRAMED WALL5 TO
BE 1 /2" 51-IEATWING5 W1 Sd 6 6" O.C. o ALL
PANEL EDGE5, 12" IN FIELD.
min
DESICxN LOADING
5E15MIG: ZONE D -1
WIND: 95 MPH
(PER 0556 2010)
SNOW: 25 PSG
ACCESSIBILITY
ECsRESS
PROPOSED 4
EXIST. PATH
OF TRAVEL
36" MIN.
36" MIN
12" MIN. 1 112 if IN
m
I
rn
WATER CLOSET
.GRAB BARS
ADAAG FIG. 29(c)
LW,A
VA aAA g 00 JIJL�;
�A' i :r A No am
54" MIN.
- --TOILET
PAPER
r
• ' s '
WATER CLOSET
GRAB BARS
ADAAG FIG. 29(b)
91' -4
� Z �
rn
PUMP
LAVATORY
CLEARANCES
ADAAG FIG. 31
17 OF
? ;CLEAR
FLOOR
0 : SPACE
:............F.
Plan View
LAVATC RY
CLEARANCES
ADAAG FIG. 32
WALL
EX GNU
REMOVE
NEW
H.-O-ORP'1-4N Received:
1141 = 11-011 _
Original
A
w
Date: +
Project No.:
Drawn BY: B
'Checked Bvs. TAW
Rev. Date:
O ISheet
ML�
Ey
FOUNDATION5:
1. EXCAVATE 12" MIN. FOR TYP. FOUNDATION5,
2. U5E 5/8"xlO" MIN. A.B. a 12" O.G. MAX, 4 WITHIN 1211 OF
ENDS 4 CORNERS (U.N.O.), U5E 3116" PLATE WASHERS.
3. IN5TALL FOUNDATION DRAINS A5 REQID'
CONCRETE::
1, U5E CONCRETE W1 A MIN. COMPRE551VE 5TRENeTH
OF 3000 P51 FOR 5LA65 4 ALL OTHER. WORK
(U.N.O.) IN 28 DAY5, (NO SPEC IAl_ IN5PECTION).
IREINF. 5TEEL:
I. REINF. BAR5 TO CONFORM W1 A5TM A615 GRADE roO.
2. WELDED WIRE MESH TO CONFORM LU/ A5TM A155.
3. REINFORCING BENID5 TO CONFORM W1 ACI 318-89,
4. 5PLICE5 IN CONT. REINF. 5HALL HAVE LAP5 OF 1811
MIN. (U.N.O.) STAGGER HORIZ, LAP5 IN ADJACENT
BAR5 im 60" M I N. (40 BAR D I A. LAP FOR MA5ONRY).
N
CONNECT NEW FTG.
TO EXIST. W/ (2) #4o
OR THREADED ROD
DRILLED W1 EPDXY
EMBEDDED 6' MIN.
F( DUNDAT ION NOTES
I. FOOTINGS TO BEAR ON UND15TUfRE3ED 501L, 5TEePED AS REQD. TO MAINTAIN
12" MIN. DEPTH (U.N.O.) BELOW FIN15HED GRADE.
2. 501L BEARING PRESSURE TO E3E 1,500 P.5.F. (U.N.O.)
3. SUPPORT ALL 5LAE35 W1 4'MIN. GRANULAR MAIL. COMPACTED TO 95%.
4. GONC, 5LAE35 TO HAVE CONTROL JOINTS 6 10'-0" (MAX.) INTERVALS EA. WAY.
5. CONG. SIDEWALKS TO HAVE 1/4" TOOLED JOINTS Q 5-0" O.C. (MIN.)
(o. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED OR
PROTECTED WITH 55# FELT OR ROLL ROOFING.
I. CONCRETE: FDN. STEM WALL5 NOT EXPOSED TO WEATHER 3,000
INTERIOR ON-GRADE 5LAE36 21500 P.5.1.
FOUNDATION STEM WALLS EXP. TO WEATHER 3,000 P.5.1.
PORCHE5, STEPS, PATIO,5LAE35 EXP. TO WEATHER 3,000 P.5.1.
Im
NOS":
I. NEW WOOD PENCE TO BE 61-1 (W/ 5W MAX
5ECTION6) W/ Ix(o CEDAR BD5- 4 NORM.
P.T. 2x6 0 FIN15HED GRADE / FIN15HED
ASPHALT AND 2x4 P.T. HORIZ. S 2x4 MANUR
CAP W1 44 P.T. P05T5 SET IN CONCRETE
OR P05T 5A51E IN FTG. (5EE DETAIL 2).
2. Rr=VI5ED / EXPANDED EXTERIOR SMOKING
AREA TO BE RESURFACED W1 NEW SLOPING
ASPHALTIC PAVING AS NEEDED FOR
IMPROVED RUNOFF.
3. 10 FOOT RADIUS TO BE PAINTED ON EX15T,
PAVING TO DESIGNATE THE SMOKE -FREE
SETBACK ZONE FROM THE EXIST. 36'
EXTERIOR DOOR.
4. BOLT-DOWN TIRE 5TOP5 REQUIRED AT ALL Jt-
NEW 4 RELOCATED PARKING 5PACE5 (TYP.)
AS SHOWN,
5. EXISTING BIKE RACK TO BE RELOCATED TO
OPTIONAL / 5UGGI-=5TED AREA.
44 P.T.
P05T5
Typ.
7-
4
MIN.
7
2x4 RESIN DECK E3D,
OR P.T. CAP
2x4 P.T. NORM. W1 LU24
lx(o CEDAR FENCE E3D5.
2x6 P.T. HORIZ. W1 LU26
FIN. GRADE /ASPHALT
NOT'
6 MAX FENCE 5ECTION5
OPTIONA _.00�
L-/
EARTH-FORMED CONC.
P5544 IN 1211 FOOTING 12"0 W1 24" MIN.
50.x8 MIN. FTG. POST EMBEDMENT
FENCF r);:T
tl = p-011
1/2
FouWatioN P.L,aN 43'-0" NEW (o' WOOD FENCE
Islol
ENTIRE BLDG. 6URROUNDED
BY EXIST. ASPHALT PAVING
TO STEM WALL
NO
1. 5EAM5 4 HEADERS SIZED 4 LOCATED ON
f=AMlKl/-q gz)l A&A
2. USE MTL. F,
BEAM 4 131
3. ALL HEADS
OTHERWISE
4. USE 50LID
5. USE HI-5 0 �
NC)TL:,
ADD M5T31 TO
EXIST, 4 NEW TOP
PLATE EACH
CONNECTION TYP.
1/411-
FRAM INCA NOTE
FRAMING LAYGUT5 ARE CONCEPTUAL ONLY. FINAL
IDE51GN AND LOADING TO BE VERIFIED PER
STRUCT. ENC:tR, IIANUF., OR CONRACTOR.
ANY CHANGE5 SHALL BE VERIFIED VIA
5TRUCTURAL ENGINEER / DE516N PROFE55IONAL
PRIOR TO IN5TALLATION DUE TO P05515LE
5TRUCTURAL/FOUNDATION LOADING IMPLI CAT ION5.
2x8 RAFTERS
MATCH EXIST.
EX, EAVE
NEW RIALL,
LAP SIDING
V. BARRIER
1/2" SHEATHING
8d 6 (01, O.C.
ALL PANEL
EDGES, 12" IN
FIELD
2x6s,a I(o" O.C.
R-21 IN5LIL.
4x8 DFL 5M im VALLEY
EXTEND EXIST. /�
6 �i W ilmoRMNa
4-2
CS)
OFFICE
NEW 2x BLOCKING W/ HI-5,s EACH
RAFTER TO PLATE CONNECTION
4x6 BM 410 DFL'RIDGE 13M F45 BM VERIFY EXIST. FRAMING METHOD
I EXTEND EX15T.
2x6 CLG. J015T5 (VERIFY)
1111 -;. a I
IR-42 INSUL.
wom
811 2211
MIN.
12 MATCH EXIST/
2 MEMBRANE
ROOF
ROOF
51-41
f'EX.EAV AVE
hi I WIE— I
I I I ;b- N 11 OMNI
A A 011A ► V%A A rAlrAwA ri
lYP. SINK TYR SINK
NEW (o" STEM WALL W1 (2) #4s 214'LEVEL, CONC. SLAB ON Co
CONT. 4 xI0 A.B.0 12" O.C. MIL. V.B. ON 4111N. COMP. FILL
12" MAX. FROM CORNER5 ON
NEW 12"xe'PMMETER FTG. W1
(2) #4s CONT. W1 04 VERT. 0 48" QN,
O.C. W1 ALT. HOOK5, MAX. 1211 1141 � 11-col
FROM CORNERS TYR. (&
- CUT / PATCH EXIST.
ASPHALT TO STEM WALL 4
SLOPE FROM WALL Wo MIN.
fit
D PROOF s
GIN PY2 9,
.00
1656
+A GON
181
THY )N
EXPIRATION DATE: 3 )
MWERAL NOTEM.,
These plans were designed to conform to the 2010 OSSC
these plans were drawn, subject to current interpretations
Constant changes in building codes, locally and nationally,
requirements and local options for plumbing, heating /cooli
to all building regulations difficult. Consequently, the use
local code requirements and interpretations. It IIg th,§- n s
and related local codes at the time
/ regmts. of the local Permit Dept.
changes in environmental / FEMA
ng and wiring, makes exact conformity
of these plans is subject to
possibility of .Ltb,e - General Cont[adtor
to any construction, ordering or installation of construction components. if any discrepancy
is perceived, the Gen. Contractor shall notify structural engineer before proceeding.
Any additional design or drawing services required by local code or after plans are initially
delivered are subject to Wolden Structural Engineering standard service fees.
Written dimensions shall take precedence over scaled dimensions. DO NOT SCALE DRAWINGS.
Wolden Structural engineering does not guarantee the availability of any manufactured product
suggested or specified on the plans or specifications. The builder is advised to verify the
availability of all manufactured products before proceeding with construction, especially
those items affecting rough opening dimensions or other dimensions on the plans.
All manufactured materials, components, fasteners, assemblies, etc., shall be handled
and installed in conformance with manufacturers specifications and instructions. Where
specific products are called for, generic equivalence which meet applicable standards and
specifications may be used.
In event of a conflict between applicable codes and regulations and reference
standards of these plans and specifications, the more stringent provisions shall govern.
No variation required by a Building Official shall be binding on the Designer.
Specifications and drawings indicate finished structure. Builder shall be responsible
for construction methods, procedures and conditions except as specifically indicated
otherwise in contract documents. All products shall be installed per manuf. guidelines.
Wolden Structural Engineering shall not be held responsible for any special application,
installation, modifications or variations from manuf. intended use.
CZINTRACTOFM M-C4N5TMCT10N NOS
(D IT 13 THE RESPONSOLITY OF THE GEN. CONTRACTOR /
SUBCON1RACTORS / TRUSS MFR. TO FILLY REVIEW
PLANS PRiOR TO EXCAVATION, ORDERING,
CONSTRUCTION, OR iNSTALLiNG ANY MATERIALS,
ASSMLY OR RELATED CONSTRUCTION COMPONENTS.
2 iT 13 THE RESPONS151LITY OF T14E GEN. CONTRACTOR
TO BRING TO THE AtTENTION OF t�E STRUCTURAL
ENGINEER ANY QUESTIONS, PERCEIVED DISC`.REPANCiES,
DESIRED CWANCEa IN MATERIALS, FRAMING METHODS,
ETC. DURING T14E i`Tt- CON5TRUCTI0N REVIEW PIRME55.
3 IT IS THE RESPONSIBILITY OF TIE GEN. CONTRACTOR
TO COORDINATE ALL PERMITS, INSPECTIONS, TRADES,
AND SCHEDULES. ALSO TO MAINTAIN FULL COMPLIANCE
WITH ALL LOCAL, STATE, AND U.S. BUILDING CODES AND
REGULATIONS RELATED TO TWIS PROJECT.
,4 DIMENSIONS ARE THE REQUIRED MEASUREMENTS PER
ROUG14 FRAMING 1 OPENING. (FIELD VERiFr AND
ADJUST AS REQUIRED. DO NOT SCALE PLAN COPIES.
METAL -WOOD CONNECTIONS:
All exterior lumber shall be pressure — treated or equiv.
All metal connectors and fasteners installed into pressure— treated lumber shall be z —max,
zinc — dipped /coated or equivalent to combat corrosive reaction. Verify per local codes and
requirements prior to ordering or installation. Verify if hot --dip galvanizing or stainless steel
products are preferred per structural engineer, local plans reviewer, or special circumstances.
Do not substitute any connector without first verifying w/ Great House Design, structural
engineer and /or local plans reviewer. Install all connectors per manuf. recommendations.
I N SU LATI 071
(VERIFY PER LOCAL ENERGY OPTIONS)
Vaulted Areas
R -38
Flat Ceilings
R -49
Exterior walls
40psf
2x6 Studs
R -21
Floors over unheated spaces
R -30
Basement walls
R--21
Slab floor edge insulation (Rigid)
R -15
Forced air duct insulation
R -8
Cantilevered floor & floors over garages
R -30
windows:
U= 0.32
Skylights <2%
U= 0.50
Doors other than main entry
U= 0.20
Main entry door, Maximum 24 sq. ft.
U= 0.54
DESIGN LOADS
MINIMUM DEAD LOADS: MINIMUM LIVE LOADS:
Roof, with shakes /shingles 10psf
Roof, with clay /concrete tiles 25psf
see plan for material used
Floor 10psf
FOUNDATIONS:
Floor
40psf
Stairs
1 00 psf
Decks
40psf
Garage
50psf or 2000 pt.1d.
Roof SL
25 psf
1. Footings shall bear on firm, undisturbed soil a minimum of 18" below the finish grade
line and 12" below the line of the original grade for one and two story structures, and
24" below finish grade for three —story structures.
2. Foundation and footing sizes are based on a maximum allowable soil bearing pressure
of 1500 psf. Verify local conditions and notify owner of any discrepancy.
3. Do not excavate greater than a 1-1/2:2 slope below footings.
4. Footings to extend below frost line or 18" below finish grade, whichever is greater.
CONCRETEO 0
1. All foundation wall and footing concrete shall develop a minimum compressive strength
of 3,000 psf 0 28 days w/ no special inspection.
2. All concrete slabs shall develop a min. compressive strength of 2,500 psf at 28 days.
3. Concrete forms, shoring and pouring methods shall conform to current A.C.I. standards.
4. Back fill shall not be placed against basement retaining walls until:
A. Concrete or masonry grout has reached its 28 day strength.
B. Structural floor framing (including sub — floor) required to stabilize walls is complete
and fully nailed and anchored.
5. Apply approved moisture— reistant film or approved foundation coating on all exterior wall
faces below grade, and approved sealant on all exposed concrete wall surfaces above
grade and all slabs not covered by finish floor materials.
REINFORCING STEEL:
1. All reinforcing steel shall be deformed steel bars conforming to ASTM A615, GRADE 40
( #4 or less), GRADE 60 ( #5 or greater).
2. All reinforcing steel shall be manufactured detailed, fabricated and placed in accordance
with ACi 318R, ACI 3158 AND ACI SP 66.
3. Welded wire fabric shall conform to ASTM A185, in as long a length as is practicable.
Welded wire fabric shall be lapped at least one grid width plus 2 .
4. Reinforcement shall be bent cold and shall not be welded.
5. Splices:
reinforcement in concrete and masonry shall have lap lengths as follows,
unless otherwise specified on drawings.
Bar Size In Concrete: In Masonry:
3 10.6's '} 2' 019
— —
4 2' —Df, 2' -69'
5 2' -6 #0 3, -o,$
6. Placement:
A. Reinforcement shall be accurately placed and supported by concrete, metal or
other approved chairs, spacers or ties and secure against displacement during
concrete or grout placement.
B. Except where otherwise noted reinforcement shall have concrete cover as follows:
1. Concrete deposited against earth 3"
2. Formed concrete against earth 2"
3. Exterior faces of walls 2"
4. Interior faces of walls 3/4"
5. To top of slabs —on —grade 3 /q."
WOOD FRAMING.
11 II 1.1 I1.1.
■ I
All solid sawn lumber shall be Douglas Fir / Larch
installed as noted on the plans and
connected as specified in the nailing schedule below. i Lumber shall be graded in accordance
with current western Wood Products Assoc. (WWPA)
standard grading rules.
Lumber grades for uses to be:
Toe Nail through Tongue
A. Posts, Beams & Headers
#2
B. Floor, Ceiling Joists, & Rafters
#2 or better
C. Sills, Plates & Blocking
#2
D. Studs
D.F. "stud"
E. wall & Roof Sheathing
7/16" min. APA —rated sheathing
F. Sub —Floor over Joists
3/4" T&G 0 16" O.C. (glue— nailed)
1
1-1/8" T &G 0 24" O.C. (glue — nailed)
G. Underlayment
1/2 It underlayment grade particleboard
H. Glu— Laminated Beams
FB =2,400 psi
A.I.T.C. Industrial Grade with dry use adhesive. FV =190 psi
JWet use adhesive for exterior usel
E = 1,800,000 psi
Exposed solid sawn lumber shall be "clear" grade,
free of heart. All exterior wall and interior
bearing wall openings shall have 48 min. D.F. #2
or better headers unless otherwise noted.
NAILING SCHEDULE,
CONNECTION: NAILING:
Joist to Sill or Beam
Bridging to joists
2" T &G Decking /Sub —Floor to Beams
Rim Joist to Joists
Studs to sole plate
Sole Plate to Joists or Blocking
Sole Plate or Top Plate to Studs
Double Top Plate
Double Studs
Corner Studs
Top Plates At Laps & Intersection
Headers to Top Plates
Ceiling Joists to Plates
Joist Laps over Partitions
Ceiling Joists to Plates
Rafters to Top Plate
Plywood Sub —Floor to joists
Plywood Wall & Roof Sheathing
3
8d
Toe Nailed
2
8d
Toe Nailed Ea. End
2
16d
Toe Nail through Tongue
3
16d
Face Nailed
2
16d
Face Nailed Ea. End
1
16d
at 16" o.c. Face Nailed
2
16d
Face Nailed
1
16d
at 16" O.c. Face Nailed
1
16d
at 16 "O.c. Face Nailed
1
16d
at 16 "O.c. Face Nailed
2
16d
Face Nailed
1
16d
at 16 "O.c. Face Nailed
3
8d
Toe Nailed
3
16d
Face Nailed
3
16d
Face Nailed
3
8d Toe Nailed with "Simpson"
H Connectors (verify per engineer)
[1]
1 Od
Common at 6' o.c. at edges
maximum above the floor and sized in compliance with egress codes.
& 10" o.c. in field
[1]
8d
Common at 6" o.c. at edges
& 12"
o.c. in field
NAILING SCHEDULE NOTES,
�..1...1..411_�.I
A. All frame walls shall have stud framing placed at 16 "o.c. unless
otherwise noted.
B. Double top plates shall be required. on all walls unless otherwise noted.
C. All headers shall have continuous vertical bearing members to sole plate.
D. Double joists under all walls parallel to joists unless otherwise noted.
E. Block all stud walls with 2x as required for sheathing panels.
F. Solid Blocking between all joists and rafters at supporting walls and
beams required except at rim foists.
G. Double rim joists at all walls parallel to joists.
H. Beams, girders and joists supporting bearing galls or concentrated loads
shall not be notched unless verified with Structural Engineer..
1. No rafters shall be notched to provide full bearing at supports.
J. All joists shall have a minimum of 2" bearing O supports.
K. Lap all joists 6" minimum 0 all interior bearing supports.
L. Mud sills and ledger boards at concrete walls shah have anchor bolts
with size and spacing per engineering and as shown on the drawing with
3/16 is plate washers. Secure each board with at least two bolts and one
within 12 of each end or wall corner.
M. Cover surfaces behind siding, shingles at all walls with approved moisture —
resistant building wrap, or equivalent product.
N. Provide double framing at all roof & floor diaphragm penetration unless
otherwise noted on plans.
LEXPIRATION DATE: 'CJ �`'�
Vl
MISCEI L
A.
Contractor shall verify all conditions and dimensions l2rior to be innin
work and shall notify Great House Design of any-- uestion discre anc .
B.
Contractor shall be responsible for any variations or deviations from
the plans without written confirmation from Designer.
C.
Contractor shall provide adequate bracing or otherwise support all
portions of the structure until all members have been permanently
connected together.
D.
Plumbing diagrams or drawings shall be provided by the plumbing
contractor if required.
E.
Heating /Cooling duct diagrams or drawings shall be provided by the
heating /cooling contractor if required.
F.
Heat loss or energy use calculations shall be provided by heating
cooling contractor or other professional as required by Building Official.
G.
Truss design, engineering and plans shall be provided by truss
manufacturer and verified prior to manufacture /delivery.
H.
Each bedroom shall have at least one window with a sill height of 44"
maximum above the floor and sized in compliance with egress codes.
1.
All fireplace openings shall be provided with tempered glass doors.
Provide outside combustion air for fireplaces, wood stoves and liquid
fuel heating appliances.
J.
Smoke detectors to be connected to house power /located per code.
K.
Tub and tub /shower enclosures to have 1/2" water resistant gypsum
board and a hard, moisture resistant surface up to 6' -0 above floor
[min].
L.
All exhaust fans, range hoods and dryers shall vent to the outside
through sheet metal ducts. Caulk around all penetrations through
exterior envelope.
M.
All windows, patio doors and doors with glass shall be double glazed
insulated units with wood or thermally broken aluminum frames and
sashes.
N.
All glass within 12" of a door and /or within 18" of the floor or a
walkway shall have tempered glazing.
0.
All wood in permanent contact with concrete or soil shall be pressure
treated with a grater barrier preservative or sheilded with felt- paper.
R.
All exterior walls & walls common to unheated spaces: shall be 2x6
studs 0 16" o.c. with R -21 insulation unless. otherwise noted.
S.
Provide 1 hr. fire wall between garage and living - areas, and under all
stairs where storage space is available.
T.
All doors between garage and living areas shall be 1 hr. fire rated
assemblies with 1 -3/4 solid core wood doors or code approved
Date Received:
equivalence and self — closing mechanisms.
U.
Please call this office at [541] 688 -3492 for any questions relating
MAY - 12013
to these plans.
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LEXPIRATION DATE: 'CJ �`'�
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