420 3RD AVE SAA
FIRE PREVENTION
4Z SPECTION REPORT
SNOH1rAMhA Q0. Sei-ving ffilei-, Edin d 12425 Meildian Ave S
EDMONDS
Motinflake Tei'i'a'ce Everett, WA 98208 9BRIER
FIR Phone (425) 551-1200 0 MOUNTLAKE TERRACE
SRt PIT wvvwFh-eDisti-ict1.otg Fax (425) 551-1272 [1 UNINCORPORATED
FREQUENCY I STATION & SHIF-**)
LOCATION: 420 3 rd Avenue S 98020 Annual 17-B
Edmonds Sea Breeze Condos +4-669 SCHEDULEcApr 2015
BUSINESS NAME: PHONE: DATE DUE �
422152
MAILING ER
ADDRESS: 420 3rd Avenue S, Edmonds, WA 98020 15-
BUSINESS OWNER: 84111pg cia-VzgpAi�ev HOME PHONE:
City Park Condo Ass)DC , I .
EMERGENCY-1: HOME PHONE: CURRENT
KEY ACCESS-2: HOME PHONE: CITY YES NO
EMAIL: BUSINESS
LICENSE
PERSON CONTACTED: I'Jo C-0- T-�cv INITIAL INSPECTION DATE
NAME OF INSPECTOR: ( V1 9 IK I � / I /)
0
HAZARDS FOUND AND LOCATIONS / COMMUNITATIONS
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I AGREE TO CORRECT THE ABOVE VIOLATION(S) IN THE NEXT 30 DAYS X
I st RE -INSPECTION
2nd RE -INSPECTION
EXTENSION
FINAL RE -INSPECTION
VIOLATIONS
DATE DUE:
E DUE:
GRANTEDTO:
DATE DUE:
CITED:
PERSON
PERSON
PERSON
CONTACTED:
CONTACTED:
CONTACTED:
1
INSPECTOR:
INSPECTOR:
INSPECTOR:
2
DATE:
DATE:
DATE:
3
VIOLATIONS
VIOLATIONS
PRE -CITATION
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1 5
LETTER SENT
NUMBER:
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CODE
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2
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2
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DATE:
SECTIOk
RETURN RECEIPT
6
3
7
3
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RECEIVED
DISPOSITION:
.4
.8
.4
18
DATE:
7
LETTER NEEDED [:] YES NO
I LETTER NEEDED [:] YES NO
1
8
FIRE DEPARTMENT COPY
CITY OF EDMONDS
121 5TH AVENUE N. - EDMONDS, WASHINGTON 98020 - (425) 771-0215
FIRE DEPARTMENT
4�' t S
LOCATION: 420 3rd Avenue
BUSINESS NAME: Edmonds Sea Breeze Condos
MAILING 420 3rd Ave S #5
FIRE PREVENTION
SAFETY SURVEY
PHONE: 4257714669
Edmonds 98020
BUSINESS OWNER: HOMEPHONE: 4257714669
Billinoon, Vern/Bev
EMERGENCY-1: HOME PHONE:
KEY ACCESS-2: HOME PHONE:
FREQUENCY
STATION & SHIFT
365
17 6
I
SCHEDULED
DATE DUE 11-
04/01/11
LIFIR I� 422
4152
ACTIVE
r- INITIAL INSPECTION DATE
PERSON CONTACTED:
NAME OF INSPECTOR: tq '-i C) 6A C? -710 F /Z 0
FIRE FA 4/10 FE I
SYSTEMS: ANNUAL
HAZARDS FOUND AND LOCATIONS COMMUNICATIONS
LOO)< S &7 acD T-P)A-J)<
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ENTER CODE ONLY ONCE ll�
VIOLATION CODE
2
2
3
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4
4
5
5
6
6
7
7
8
8
lst RE -INSPECTION
DATE DUE:
2nd RE -INSPECTION
DATE DUE:
EXTENSION
GRANTED TO:
FINAL RE -INSPECTION
DATE DUE:
VIOLATIONS
CITED:
PERSON
CO ED:
PERSON
CONTACTED:
PERSON
CONTACTED:
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2
DATE:
DATE:
DATE:
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VIOLATIONS
1 5
VIOLATIONS
1
PRE -CITATION
LETTER SENT
CITATION ISSUED
NUMBER:
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2
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2
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DATE:
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SECTION:
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3
7
3
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RETURN RECEIPT
RECEIVED
6
7
4
18
4
8
DATE:
DISPOSITION:
8
k., LETTER NEEDED F] YES NO
LETTER NEEDED 0 YES NO
FIRE DEPARTMENT COPY
CITY OF EDMONDS
121 5TH AVENUE N. - EDMONDS, WASHINGTON 98020 - (425) 771-0215
FIRE DEPARTMENT
4S' t I sq Z
LOCATION: 420 3rd Avenue S
BUSINESS NAME: Edmonds Sea Breeze Condos
MAILING 420 3rd Ave S #5
FIRE PREVENTION
SAFET� SURVEY
i
PHONE: 4257714669
. ADDRESS: Edmonds 98020
BUSINESS OWNER: Billington, Vern/B ev HOMEPHONE: 4257714669
EMERGENCY-1: HOME PHONE:
KEY ACCESS-2: HOME PHONE:
FREQUENCY
STArION &SHIFT
17 A
SCHEDULED
DATE DUE 01
04/01110
LIFIR I� 422
4152
AC-nVE
PERSON CONTACTED: �Ofl�o_ Fould INITIAL INSPECTION DATE
NAME OF INSPECTOR: �;',WcLr, oin 6-0-10
FIRE FA 4/07 FE 109
'TSTEMS: ANNUAL
HAZARDS FOUND AND LOCATIONS CPOMMUNICATIONS
VoVions Folind
ENTER CODE ONLY ONCE ll�
VIOLATION CODE
2
2
3
3
4
4
5
5
6
6
7
7
8
8
lst RE -INSPECTION
DATE DUE:
2nd RE -INSPECTION
DATE DUE:
EXTENSION
GRANTED TO:
FINAL RE -INSPECTION
DATE DUE:
VIOLATIONS
CITED:
PERSON
CONTACTED:
PERSON
CONTACTED:
PERSON
CONTACTED:
I
INSPECTOR:
INSPECTOR:
INSPECTOR:
2
DATE:
E:
DATE:
3
\(IOLATIONS
1 5
\fIOLATIONS
1 5
PRE -CITATION
LETTER SENT
CITATION ISSUED
NUMBER:
4
2
6
2
DATE:
CODE
SECTION:
5
3
7
3
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RETURN RECEIPT
RECEIVED
6
7
18
4
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DATE:
DISPOSITION:
8
LETTER NEEDED C] YES NO
UETTER NEEDED [] YES 0 NO
FIRE DEPARTMENT COPY
06/01/2010 16:46 2062911498 SIMPLEX GRINNELL
CONFIDENCE TESTING
FIRE ALARM REPORT
ADDRESS: 420 34 ave s CITY: Edmonds STATE: WA. ZIP: 98020
OCCUPIED AS: Edmonds Seabrteze Condos
BUILDING OWNER: 011bert Nash PHONE: 425-774-6744 EXT:
NAME OF TESTER: Greg Phillips CERTEFICATION NO. P-02310
DATE OF INSPECTION: 4-23-2010
TYPE OF INSPECTION: QUARTERLY 1:1 ANNUAL 0 ACCEPTANCE 0 OTHER
CONTROL PANEL WG: Tliom MODEL NO.: FiMuest M-200
PAGE 01
1. TROUBLE SIGNAL WITH A/C POWER OFF:
YES 0 NO [I NIA El
2. SYSTEM OPERATBS SATISFACTORY ON STANDBY POWER:
YES ED NO [I N/A
3. ALL SIGNALS OPERATES ON A/C POWFR�
YES 0 NO r]
4. HAVE ALL NOTIFICATION APPLIANCES BEEN CHECKED FOR PROPER OPER.:
YES CK NO 0
5. ALL CIRCUITS CHECKED FOR ELECTRICAL SUPERVISION:
YES (I NO C1 N/A 0
6. CONTROL PANEL CHEM MADE PER MANUFACTURE'S INSTRUCTION:
YES (@ NO [I NIA [3
7, ALL AUXILIARY EQUIPMENT OPERATES (ELEVATORS, FANS, DAMPERS):
YES C1 NO [I N/A 0
8. CENTRAL STATION OR REMOTE CONNECTION:
YES El NO 19 N/A [I
NAME OF MONITOMNG CONWANY: local Only
9. KEY TO PANEL AVAILABLE:
YES 0 NO [I N/A
10. OPERATING INSTRUCTIONS AT PANEL:
Y13S 0 NO [I N/A 0
11. SERVICE LABEL OR TAG (REQUIRED):
YESO NOO
(Page I of 2)
11111711,00M I �ifflKgwo
MOMSTMIMEW 1M- ol m
06/01/2010 16:46 2062911498 SIMPLEX GRINNELL PAGE 02
EQUIPMENT TESTED
YPE UF EQWMENT
NO. OF
IT&W TESTED
AdUWACMJ?y
YFJ NO )VIA
NO. OF UNNS
VV BUILDING
BELLE6 HORNE6 CHIME& VOICE ALARM SPEAKERS
6
6
VISUAL ALARM DEVICES
TROUBLE MICATORS
DUCTRETECTORS
SMOKE DETECTORS
jUrATDRIT.CrORS
2
MANUAL FULL STATIONS
I
VENTILATION CONTROLS OPERATE
CENTRAL STATION
Li
ZLEVATOR CALL DOWN
FIRE DAMPER"MONZ DAMPERS
PHONEJACKS
AUTO ]DOOR UNLOCX3 ffAILSAFK
AUTOMATIC DOOR RELEASE
AUTOMATIC SPRINKLER FLOW SWITCkMS
SUPERVISORY SWrf`CHES JAUTO SM
ANNUNCIATORS
PROBLEMS 1POUND: Outside bell sbould bays fto that reads " U Bell RJap Call 912 '.
CORRECTIONS MADE:
DATE CORREC`=! BY:
770SIS TO CERTIFY THAT THE FIREAL4RM SYSTEMHAS BEEN PROPERLY TESTED &
INSPECTED FOR REMBILIT"Y TO CO VER THE ITEMS LISTED EV THISREPOR T,
SIGNATURE OF OWNER OR REPRESENTATIVEA , � F� Z" f" (�
SIGNATURE OF TESTER: ELECTRICAL LICENSE NO SUAPLI, * "ISC
AGENCY: SUWPLEXGRINNELL PHONE: (206) 291-1400 FAX: (206) 291-1500
ADDRESS: 9520 101" AVE 90. SUM 100 SEATTLE, WA 99108 Elect. License No. SEMPLTROSIM6
(Page 2 of 2)
International Conference of Building Officials
REGIONAL OFFIC E: 2122-112TH AVENUE, N.E., SUITE B-300 BELLEVUE, WASHINGTON98004 (206)451- 9541
BOARD OF DIRECTORS OFFICES OF
JERRY J. BARBERA, P.E.
CHAIRMAN REGIONAL MANAGER
WILLIAM E. SCHLECHT, C.B.O. JUAN C. INCHAUSTE, P.E.
Co BUILDING OFFICIAL 414 Y REGIONAL ENGINEER
UNTY OF WASHINGTON .07909
HILLSBORO, OREGON May 26, 1989 FRANK S. NATSUHARA, P.E., S.E.
REGIONAL ENGINEER
FIRST VICE-CHAIRMAN
CHARLES J. WILLIAMS, P.E.
BRENT SNYDER, C.B.O. REGIONAL ENGINEER
BUILDING OFFICIAL Plan' Check: 2384
PACIFICA, CALIFORNIA Project: 5 Unit Apartment
SECOND VICE-CHAIRMAN Code Information: R-1/M-1 Occupancy;
EUGENE J. ZELLER, P.E., C.B.O.
SUPERINTENDENT OF BUILDING Type V-N Construction
AND SAFETY R E C E I V E D Stories: 2 + Basement
LONG BEACH, CALIFORNIA Floor Area: 5670
IMMEDIATE PASf CHAIRMAN
CHARLES L. CLAWSON JUN 2,�1989 Occupant Load: 29
DIRECTOR OF COMMUNITY Valuation: $320,000
DEVELOPMENT
ARLINGTON, TEXAS EDMONDS FIRE DF2L 1985 Uniform Building Code
ROBERT J. EPPSTEIN, C.B.O. Seismic Zone: 3
CHIEF BUILDING OFFICIAL B�sic Wind Speed: 80 mph
FREMONT, CALIFORNIA Exposure: B
BOB FOWLER, P.E., A.I.A., C.B.O.
DIRECTOR OF BUILDING INSPECTION
ABILENE , TEXAS Harold Reeves
JAN P. GASTERLAND, C.B.O. Building Official
BUILDING CODE OFFICER
ST. PAUL, MINNESOTA 250 5th Avenue North
PHILLIP M. HERRINGTON, C.B.O. Edmonds, WA 98020
DIRECTOR, DEPARTMENT OF
BUILDING AND SAFETY
FIENO,NEVADA Dear Mr. Reeves:
DOUGLAS E. HOOD, C.B.O.
BUILDING OFFICIAL
COLORADO RIVER INDIAN TRIBES We have reviewed the plans and associated data for the project
PARKER, ARIZONA mentioned above to see if it conforms to the Uniform Buildinq
JAMES L. MANSON, C.B.O. Code as well as parts of the Unifor,,.t Mechanical Code. We
DIRECTOR, DEPARTMENT OF
BUILDING AND SAFETY have not reviewed them for requirements of federal, or other
COUNTY OF SPOKANE
SPOKANE, WASHINGTON state and local regulatory agencies.. In most cases, the designer
GORDON W. MURDOCH, P.E. should modify the plans and/or specifications to satisfy these
DIRECTOR comments.
BUILDING INSPECTION DEPARTMENT
SAN DIEGO, CALIFORNIA
MICHAEL J. NOLTE, C.B.O. N 0 N S T R U C T U R A L
BUILDING OFFICIAL
CRESWELL, OREGON GENERAL
RON PERKEREWICZ, C.B.O.
DIRECTOR OF COMMUNITY
DEVELOPMENT 1. Your Public Works Department should review the plans
COUNTY OF KITSAP
PORT ORCHARD, WASHINGTON for street improvements, curb cuts, and storm drainage.
JAMES R. SINGLETON, C.B.O.
BUILDING SAFETY ADMINISTRATOR
TUCSON,ARIZONA 2. Your Fire Department should ensure that the fire hydrants
RONALD R. TREMBLAY, C.B.O. are within 150' of the site and that fire extinguishers are
BUILDING OFFICIAL provided in the building. Article 10 UFC.
ASSARIA. KANSAS
ROBERT D. WEBER, P.E., C.B.O.
DIRECTOR, DEPARTMENT OF BUILDING 3. Your Health Department should ensure that the sewer
COUNTYOFCLARK is large enough to handle the increased flow due to the new
LAS VEGAS, NEVADA building.
PRESIDENT
JAMES E. BIMR, P.E.
Main Office: 5360 South Workman Mill Road o Whittier, Califo'rnia 90601 o (213) 699-0541
r'. I
6;07�
Plan Check 2384
Harold Reeves, Edmonds
May 26, 1989
Page Two
4. You should ensure that the Washington Energy Code Requirements
are followed. I am including a guide sheet for, your assistance.
S. The legal description should be provided to, you for review prior to
permit issuance.
6. The roof drainage system should -:be a tight -line system near the ground
surface. The footing drains should be' independent from the roof drainage
system. Both systems should be tight -lined. A note should be provided
on the plans.
7. All the ground surface water should be directed away from the building.
A.note should be added to the plans.
OCCUPANCY
1. The type of occupancy should be noted on the plans. (R-1 and M-1
occupancy). Section 501. 0
2. The building is a two story structure with a partial basement. The
structure should be classified as type V-N construction. This should
be noted on the plans.
3. The building complies with all the allowable area and height requirements
as specified in section 506 and 507.
4. Showers should be finished with a smooth, hard, nonabsorbent surface
such as ceramic tile or other approved material. The finish should be
specified to a height of not less than 70" above the drain inlet. Section
510 (c).
5. Accessories such as grab bars, towel bars, paper dispensers, and
soap dishes, provided within walls should be installed and sealed to protect
the structural elements. Section 510(c).
6. An approved number and address should be provided for the building.
T , he number should be plainly visible and legible from the street or road
fronting the property. Section 513.
7. The 5-1/8 x 16-1/2 glulam beam should be individually wraped to provide
protection for one hour fire rated construction. Section 4303(b)6.
8. The one hour assembly between the garage and the dwelling unit should
be justified. See detail 3/S-9. One layer of 5/8" gypsum wallboard type
X on each side is required. Also, the stud spacing and nailing requirements
should be specified.
Plan Check 2384
Harold Reeves, Edmonds
May 26, 1989
Page Three
9. The light and ventilation requirements for all the rooms have been
checked and they do comply with section 1205(a). Also, the emergency
scope windows are in accordance to section 1204.
10. You should ensure the finish sill heigh-t for the bedroom windows
should not be more than 4411 above the floor. , -i
11. You should ensure that the kitchens., halls, and bathrooms have a
ceiling height of not less than 7'. Section 1207 (a) .
12. Every unit should be provided with heating facilities capable of maintaining
a room temperature of 700 F at a point 31 above the floor in all habitable
rooms. The heating system should be specified and justified on the plans.
TYPE OF CONSTRUCTION
1. The weather resistive barrier to protect the interior wall covering
should be as specified in UBC Standard 17-1 for Kraft waterproof building
paper. You should ensure this is followed. A note should be added to
the plans.
2. All foam plastics used in building construction should have a flame
spread rating of not more than 75 and a smoke developed rating. of not
more than 450 when tested in the maximum thickness of intended use according
to UBC Standard 42-1. This should be specified on the plans.
3. All insulation materials, such as vapor barriers or breather papers
within floor/ceiling assemblies, roof/ceiling assemblies, walls and attics
should have a flame spread rating of not less than 24 and smoke density
not to exceed 450 when tested in accordance to UBC Standard 42-1. A
note should be added to the plans.
4. Approved wood of natural resistance to decay or treated wood should
be specified for the stringers and guardrails for the outside stairs. Section
2516(c)11. A note should be added to the plans.
5. Draft stops should be installed in the attics of buildings containing
more than one dwelling unit. The draft stops should be above and in
line with the walls separating tenant spaces from each other and from
other uses. Section 2616(f)4Bii. Details should be provided on the plans.
6. Glazing on shower doors, if any, should be labeled impact type per
UBC Standard 54-2. Section 5406.
EXITS
1. 'The occupant load on the upper floor is more than 10 occupants. Therefore,
the occupants in each- unit need to have access to two exits. Furthermore,
the distance of the two exists as shown does not meet the requirements
of section 3303(c). One half of the maximum overall diagonal dimension
is required.
Plan Check 2384
Harold Reeves, Edmonds
May 26, 1989
Page Four
2. Exit doors should be openable from the inside without the use of a
key or any special knowledge or effort. .,:A night latch, dead bolt or security
chain may be provided so long as such devices are openable from the inside
without the use of a. key or tool and mounted at a height not to exceed
48 inches above the finish floor.
3. - All the required exit doors should.. be 31 x 61-811 in height minimum.
Some of the exit doors do not comply. . Section 3304.
4. A floor or landing on each side, of the door should not be more than
111 lower than -the threshold of the doorway. A detail should be provided..,,;
5. The entry doors at the main floor should be not less than 20 minutes
when tested in accordance with UBC Standard 43-2. Doors should be
maintained self -closing and should have smoke and draft -control. Section
3305.(h)
6. The walls enclosing the stairs fror� the main level should be of one
hour fire resistive construciton. Section 3305(a).
7. The stair railing should be specified"on the plans. Open stair railings
should have intermediate rails or an ornamental pattern such that a sphere
611 in diameter cannot pass through. Section 1711.
8. The basement smoke detector should be connected to a sounding device
or to other detectors to provide an alarm which will be audible in the
sleeping area. Section 1210(a).
9. The location of the dryer vents should be shown on the plans. Section
1903 UMC.
S T R U C T U R A L
ROOF FRAMING
1. The truss shop drawings and calculations should be submitted for
our review prior to fabrication. Section 302 (b) . Washington Registered
Engineer Stamp required.
2. The truss fabricator should be one you approve of and their trusses
should be manufactured under a quality control program of an independent
third party. The trusses should bear their quality control stamp. Section
306(f) and 2510(h).
3. The size of the post supporting the girder trusses should, be specified
on the plans. See sheet 10.
'4;
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Plan Check 2384
Harold Reeves, Edmonds
May 26, 1989
Page Five
4. The type of conn6ctor between the girder trusses and the post supporting
it should be specified on.the plans.
5. A detail should be provided for the STC :Simpson clip installation of
the interior non -load bearing walls to bottom chord of trusses. At least
1/211 gap should be provided.
6. The adequacy of the two 2 x 4 or two 2 x 6 top plates supporting
the trusses concentrated loads should be justified. Check bending and
shear.
FLOOR FRAMING
1. The TJI's shop drawings a nd structural calculations should be submitted
for review prior to fabrication. Section 302(b) . The drawings and calculations
should bear the seal and signature of a registered professional engineer
in the State of Washington.
2. The camber requirements for the glulam beams should be specified
on the plans.
3. The dead load shown on sheet 2 of the structural calculations for the
floor system does not include the dead weight of the 3/4" GYP CREATE.
The size of the glulam beams should be verified for this additional load.
Also, the adequacy of the TJI's should be checked.
4. An approved connector *should be specified for the post to glulam beams
at all levels. (See 5-1/8 x 13-1/2 and 5-1/8 x 10-1/2).
5. The span rating for the roof and floor plywood sheathing should be
specified on the plans. See Table 25-S-1.
6. The type of post to beam connector for the deck 6 x 10 beams should
be specified on the plans.
FOUNDATION
1. A soils report has not been provided for review. I will check the
foundations according to the prescriptive requirements of Chapter 29 UBC.
2. The 2411 x 2411 x 1011 concrete footings shown on the foundation plans
should also have reinforcement. A note should be added to the plans.
3. Foundation inspection to be made after excavation for footings are
compelte and any required reinforcing steel is in place. Section 305(e)l.
4. The minimum depth below undisturbed ground surface should be specified
on the plans. See table 29-A. This should be noted on detail 1/S-7.
Plan Check 2384
Harold Reeves, Edmond§
May 26, 1989
Page Six
5. The minimum horizontal and vertical reinforcement for the foundation
walls should be er section 2614(d). Vertical reinforcement should be
equal to 0. 12 inf per -foot of wall and 0. 19 in2 for the horizontal reinforcement.
LATERAL SYSTEM
1. Lateral analysis calculations for wihd.loads have been provided for
review. The structural engineer should also provide calculations for seismic
loads and determine which of the two loading conditions controls the design --
of the shear walls. Chapter 23, section 2312(a).
2. It appears* that the lateral analysis on the longitudinal direction of
the build.ing has not been provided. The shear walls resisting the wind/seismic
loads in the longitudinal direction should be labeled on the plans.
3. A positive connection should be provided between the interior shear
walls and the roof diaphragm. Two conditions may occur. Shear walls
parallel to the roof trusses or walls perpendicular to the roof trusses.
A detail should be provided..
4. Details 1/9 and 2/9 should also show Ahe nailing requirements of the
plate in order to transfer the shear loads from the upper shear wall to
the lower shear wall. This should be noted on the plans.
5. The shear resistance of 'the walls. around the garage door should be
investigated. Also, the load transfer at the floor diaphragm should be
investigated. This portion of the structure appears to be weak for wind
and seismic loads.
6. The 6 x 10's between the deck and the unit appear to be drag struts
to collect the lateral loads into the shear walls SW5 and SW8. Calculations
should be provided to justify the adequacy of the ST6224 for the connection
between the 6 x 10's and the shear walls.
Our headquarters accounting department in Whittier, California will send
you an invoice for this plan reviewing service based on a valuation of
$ 320,000.
I am returning all data and plans to you.
please have the designer revise the plans
a separate sheet on which sheet or detail
and return the check prints. Please feel
any questions.
te, P. E.
a
us
an C. I auste, P. E.
��R�egiojalngineer
spw
Enclosure
If you wish me to do the recheck,
and specifications, indicate on
the corrections may be found
free to contact me if there are
1986 WASHINGTON STATE ENERGY CODC
RESIDENTIAL ENERGY CONSERVATION SPECIFICATIONS
Chapter 6--Building Envelopw * Requirwitlents--Prescriptivu Muthod
Climate Zone I
(Do circlad itoms only)
;��AT Walls - All stud wall, 0xPOU0d. to unhoutod space should ha
"-9-19 value. See 601(a) VO installed indulaLiou with an
Coiling -. Ceiling insulation should be as follows, See 601(b):
Electrical Resistance floating - R-38
Other forms of hosting - U-30 /"/I s4eevlol 42f V'0ee'f11;01e
(R-36 way he used in vaulted ceilings)
C) Floors Floor insulation should be a minimum of R-10. See 601(c)2
_�<?Slab - Perimeter slab insulation should be a minimum of R-8. See 601(c),.
extend between the slob of f.uj It should
idation and be 210" long di longur; or should be installed
outside of the foundation to tile frost line.
0 Glazing including skylights - Glazin-g percentage of gross floor area (Class go ukyligl,t
oas should be doubled.) and class nujublor should.'bo as follows, S6c 601(d):
Elect. Resist - 21% GFA - Claus 60 glazing
Beat pump - 21% GFA - Clans 75 glazing COP-2.5 BSPF-5.6o
- 21% GYA-- Clusa 90 glazing COP-2.7 11SPY-G. 35
Fuel fired - 21% GFA - Class 75 glazing AF"-. 65
- 21% GFA - Class 00-91bzing. AI?UE-. 74 _iV
*(Class 90 skylight areas :should be doubled.) I
F Air leakage - All windows should be no constructed an to limit air infiltration to 0.5
a
cfm par lineal foot of operable sash crack. All doors should be 50 constructed and installed
as to limit air infiltration to 0.6 cfm per square foot of door urou.
Details should be shown to limit air leakage: Exterior Joints around windows and door
frames, openings between walls and foundations, between walls and roof and between wall
Panels; openings at PonotraLions of utility services through walls, floors and roof; and all
other such openings In the building envelope should be sealed, cuuilkcd. guakuted or
weatherstripped. Sea 601(c)
4162) Moisture control - Vapor retarders having a parm rat io of one or loss should be installod
on the warm side at the following locations, See 601(y);
_42All walls separating conditioned space from unconditioned space. Inset batts
th facing stapled at not more than 8" OC and mupa between the facing "d the
framing thut do not exceed - (1/16) of an inch, meet the intent of this section.
2) Roof/ceiling assemblies if the average ventilation space above the insulation is less
than 12" or where part Of the required insulation is installed above and part in
installed below the structural roof docking.
/OA ground cover of 4 mil polyethylene or equal should be laid over the ground within crawl
apacas and overlapped a minimum of 12- at all joints.
B) General - Blown or poured insulation in the attic may be used where the slope of the
ceiling is not more than 3/12 end where there in at least 30- of clear speed. Where t-.avb
vents occur. baffling of the 'vent openings should be provided no as to doflbct the incoming
air above the surface of the insulation. Proper Protection shall be Provided around recessed
light fixtures no that the fixture will not become overheated.
15pr)
16Y Seatias devices:
1) Fireplaces * Masonry fireplacoz should be provided with a tightly fitting flue
damper with a readily accessible m&nual control and with an outside source of
combustion air. The duct shall be at least 6 square inches in area and shall be
provided with a readily operable d"Par. See 602(u)3
1'7�lThe heating system should be Justified to be within
ss Of the building. See 602(A)4 150%' Of the calculated host
Temperature control - The heating system should be Provided with a day -night
thermostat and a shut-off. In addition, a readily accessible m4utuul means mhall be'
provided to restrict or ahut.off unused rooms or portlona Of the building. Section
602(b)
4) Duct insulation - All ducts. Plenums and enclosure should be thermally insul i oted
except those installed between walls or in a space not exposed to taida air.
Details should be given no that compliance with Table 4-16 WXC c"Uouc verified.
See 602(C)4
5) Basted swimming Pools should be equipped with a pool cover over the surface of the
water azd have a label dencribi,ng maximum recoamonded temperatures. Sac 603(b)
Service water hosting: ,
OTolllparatura control - Service water heating should be equipped with adjust . able
automatic tomporaturaboatroln. goo 603(u)
Showers - Showorn should b' equipped with flow control devices to limit total
0
flow to a maximum of 3 g.Pm Per shower head. Soo 604(a)
,.,-12PWater heaters - Water heaters shall be labeled as complying with ASjjnAE Stundard
9OA-80. k1betric wator hoatera in unheated npuqoa should Ile Pltcod on an
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