HomeMy WebLinkAboutBLD96-0586 SFR and Garage - BLD Permit / Conditions - 8/7/1996 MASON COUNTY
Mason County Bldg. III 426 W. Cedar
P.O. Box 186 Shelton, Washington 98584
13 U 1 t- 0 1 N 43 P 1 R M i T FOR INSPECTIONS CALL 427--9670
BETWEEN 5ptn AND Tiam 427--7262 i
BLD96-0566 PARCEL :420183190020 PLATr DlV : BLK : LOT :
JOB ADDRE^S : VW 401 HIGHLAND FTC, SIIFLTON
OWNER r DONALD CRESS 426--4195
CONTRACTOR :
LEGAL r TN 2 OF SN T4 2 Of 51 11311 11 4111 111601111 RD
CLASS OF WORK , . :NEW BEDR r 2 BATH r a TYPE ANOONT IY DATE RECEIPT TYPE ANOUNT SY DATE AECEIPT
TYPE OF USE? . . . . r Sr STORIES . . . . . . . 0 1 ._.i
OCCUP . GROUP . . . 17 BLDG . HE I GHT . . : 0 .0-f t Ric 1 42.90 TN 1811,7196 42)76 Siff 1 4.50 If 01147196 42576
TYPE OF CONS'T' ., . -? FIREPLACES . . . . : 0 PRN1 1 709.50 TV 08107196 42576 FHC► t 26.00 TW 08181196 42576
OCCUP . LOAD . . . . r 0 WOODSTOVES . . . . 0 0 PICK 1 461.18 TN 08i01196 42576
DWELL .UNITS , . . . r 0 PARKING SPACES ; 0 110 = 65.10 TO 83167196 42576
INSPFE:TION AREA r 2 SHORFL INE? . . . . rN NCR 1 49.75 TN 48107196 42576 TOIAh 1356.93 VAIULATIONr 159401
� _�_._.,,, m
SLTRACKS- -------_._....._-- TOILETS . . . . . . . . . . : 0 FUEL TYPES------ --- BOILERS/COMP--.-- MOBILE HOME--
FRONT . . . O .Oft BATH BASINS . . . . . . . 0 t s 0-3 HP . ! 0
REAR . . . . 0 .01t BATH TUBS . . , . . . . . . 0 3-15 NP . r 0 NODEL :
SIDE ( 1 ) . Os .Oft SHOWERS . . . . . . . . . 1 0 FURN r. 100K BTU : 0 15-30 HP . : ftS MAKE-
S I PE: (2 ) . 0 .0tt WATER HEATERS . , . . : 0 FURN `—100K BTU , 0 30--50 HP . r 0
SHRL i NE . 0 .0tt CLOTFIFS WASHERS . , r 01 FURN - F1 00H . . . r 0 50 + HP . r 0 _ YEAH—
AREA - --_-- - - - -- KITCHEN SINKS . . . . r 0 HEAT PUMP . . . . . . r 0
LOT S17E . . : FLOOR DRA1N5 . . . . . : A /FNT SYS'fEMS . . . o N EVAP rOOLERSr 0 t_fNGTH : 0
BUILDING _ : 1976ST DRINKING, FOUNT . . . r 0 VENT FANS . . . . . . : 0 HOOD') . . . . . . . : 0 WIDTH . : 0
BASEMENT . . . : 1400sf LAUNDRY TRAYS . . . . r 0 DOMES . 1NCINiO -SERIAL#----
DECKS . . . . . . : 015 1' D I SHWASHFRS . . . . . . . 0 AIR IIANDL. I NG UNITS— COMML,. I NC I N :0
GAR/CARP #? Ost GARR DISPOSALS . . . : 0 100010 r.tm . = 0 RELOCIREPA1R : 0
AT/DT . r? URINALS . . . . . . . . . . : 0 > 100010 otm . : 0 OTHER, UNITS . r 0
M 1 SC PL..IA FIXTURES : 0 GAS OUTLETS . r 0
PROJECT DESCRIPTIIN�RESiIENCE AND bAPABE
PROJECT tOCATION:N-TENTS ON NEST RIGNLAND RD FROM 1HE DAYTON NA11OCK Rb ON [EFT RAND JIO" OF ROAD.
THIS PERNIT BECOMES 1111.1 All iSID IF WORK OR CONSTRUCTION AUTHORIZED :., NOT COMNENCEI WITHIN 181 SAYS ON IF CONSTRUCTION 08 11091 IS SUSPENDED FOR A FER:OD
Of 3@ DAYS Al ANY TINE AF1ER WORK IS CONNFNCFD. EVIDENCE 41 CON11N1IA1110 Of WORN IS A PP,06REES 118/RTION WIIRIN T111 I$# 9AY fER10D. FINAt INSPTCtION NUST !'(
$ APPROVEI SEFORf SUiLDiNB CAN BE OCCUPIED,
t 11111 OR AG€NIs
r�'i#P'? ► �aNi L. t A 1fitWr
01
CONCRETE �'/�ILL Ly MECHANICAL MOBILE HOME 4h
Footings-Setback date//-Lg-Z00o by--&t?AM Ribbons
date — -QI by Gf- as Piping date b
Foundation Walls date by Set Up
date — q by INSULATION date by
BG/SLAB Insulation Floors Final
date by date to"!`ZG� by � /Z7L date by
FRAMING Walls FIRE DEPT.
date -Z9�Z000 by date 6 date by
PLUMBING I zOlaO by `f�� OTHER
Ground w rk Attic
date ` .D -qO b date by
D.W.V. WALLBOARD NAILING
date 1/-Z eY-ZCOO by date - by
Water Line FINAL INSPECTION
date /-Z�1'��U by/��i�%� dater-19•'zap by..e�l+t� date by
ivy a �Z- -�J �i•S� �/?
2- S8
5 c� ;'cr-. [ J Dom, 3-2- 0
l.�'`t^ �(jC�J t, � •• l Mc.. n 0'J er w r 6\� P"j"-a/`
2T .S�G�T �hC,/< /NAIL/N /2S r �Lof�2 W
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MASON COUNTY
Mason County Bldg. III 426 W, Cedar
P.O. Box 186 Shelton, Washington 98584
F' F F4 1\1 1 `I" C: C') N [1� 1 1 1 0 N
Case No . : U096•-0686
For , DONAI D CRESS
Fagg : 1
1 ) The use, handling and st orae of hazardous materials or flammable and combust i bl e
liquids In excess of 10 gal44lcns Is not allowed without the approval of the Mason County
Fire Marsha,i .
2 ) Propose<d struotur++ or any portion thereof greater than 30" in tEeiuht -rrom grade line ,
Must maintain a minimum of 5 ' setback from all property lines , easements and 10 ' from
ail County anti State Road right of ways .
3 ) All upland areas d i st tirbod or, riew 1 y created by oonst ruct i on activities sha I I be needed,
vegetated or given some other equivalent type of protection against erosion .
4 ) Proper d i spo:sa l of construction debrls roust be on uplands , in such a manner that debr i
cannot enter wetlands or cause water quality degradation of adjacent waters .
5 ) Property is adjacent to Type IV stream regulated under Chapter 17 01 . 110 0l ma"gun
County interim Resource Ordinance . Tha following setbacks from the stream applyr
Vegetat i can area 26 feet in this area the laird shou I d remain and i rsturbed, and short 1 d be
maintained In a natural condition ; building setback 40 feet , all structures shall be at
least this distance from stream; Management Area 50 feet . In this area care should be
taken not to conduct land uses which may be detrimental to water quality .
6) Sub isot to conditions of Resource Lands and C u l t i ca l At,eas (ftl_C ) Checklist not i f i oat i on
letter ,
T ) A I i approved Kr 1 anti are requ i red to be orr- i to for I nspect i orl purposes . It Inspection
rGONCRETE MECHANICAL MOBILE HOME
[date
ootings-Setback date by Ribbons
te by Gas Piping date b
oundation Walls date by Set Up
te by INSULATION date by
G/SLAB Insulation Floors Final
by date bydate by
RAMING Walls FIRE DEPT.
date by date by date by
PLUMBING OTHER
Groundwork Attic
date by date by
D.W.V. WALLBOARD NAILING
date by date by
Water Line FINAL INSPECTION
date by date by date by
J
MASON COUNTY
Mason County Bldg. III 426 W. Cedar
P.O. Box 186 Shelton, Washington 98584
Re- inspection tee in tile aifloton t ("t $30 .00 err hour (m i n s r um I hour ) will bd hay Ord and
must be. collected by this department prior, to any further Inspections being performed or
approval chanted .
8) PURSUANT TO 1991 UNIFORM BUILDING CODE , SECT 10N 305(C ) AND SEC I I ON 513 , Att. S 1 TFS MILS l
HAVE APPROVED NUMBERS OR ADDRESSES PROVIDED IN SOCH A POSITION AS £0 BE PLAINLY VISIBLE
AND LEG i BI. E FROM THE STREF T On ROAD FRONTING THE: PROPERTY . KIASON COUNTY E31l 1 L 0I NG
DEPARTMENT REQUIRES THAT THIS BE: COMP1_E:TUD PRIOR TO CALLING FOR ANY S i TF. INSPECTIONS . A
RE I NSrFCT 1 ON FEE , BASF0 ON RATES IN TABL F 3A OF, THE 1991 UNIFORM B01 L D I NG CODF WILL BE
ASSESSED IF OWNER/CONTRACTOR rAlL.S TO POST ADDRESS ON SITE: PRIOR TO REQUESTING
INSPECTIONS .
9) The t,orrection IIst , along with then Frior(ly Comp Ilance Worksheet (when appplir.able ) Is
part of the plans and must remain attached thereto . It Is the responsibility of the
appl scant to make correct ions Indica-led on they plans from th,,+ aorrect inn 1 is t, . Once
the plans are marked APPROVED, they may not be changed or altered without authorization
from the Building Off loin ) the permit holder Is reponsible► to retain the rcomplete
approved set of plans on site for the duration of the project . Failure to onmply will
result in failure of required b,.► i iding Inspections . Every permit shall expire by
limitation and become null and void If the building or work authorized by such permits
Is not commenced .within 180 davf:• from the dates of i sstianoe, or it they building or work
authorized by such permits Is ;suspend d cr ,abar)d e:oned at any time after- the work Is
commenced for a per l od of i r O day ,
10) ALL CONSTRUCTION MUST MEET OR EXCEED ALL. LOCAL CGDES AND URC REUUlRE14ENTS .
11 ) Changes to approved building plans that effect oompl ) a)ice to they 1991 Washin(lton State
Energy Code , 1991 Ventilation and Indoor Air Quality
Code, the Uniform But idinq Code, and/or Mason County Re�)ulations roust
be approved by Mason County prior to construu-tion
12 ) CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRUD PER MASON COUNTY BUILDING
DEPARTMENT AND UNIFORM BU I L.D I NG CODE .w�_
CONCRETE MECHANICAL MOBILE HOME
Footings-Setback date by Ribbons
rate by Gas Piping date by
Foundation Walls date by Set Up
date by INSULATION date by
BG/SLAB Insulation Floors Final
date by date by date by
FRAMING Walls FIRE DEPT.
date by date by date by
PLUMBING OTHER
Groundwork Attic
date by date by
D.W.V. WALLBOARD NAILING
date by date by
Water Line FINAL INSPECTION
date by date by date by
J
Permit No.
MASON COUNTY b5`6
BUILDING PERMIT APPLICATION
426 W. Cedar/P.O. Box 186, Shelton, WA 98584 427-9670/1-800-562-5628
PLEASE PRINT
#eSiite
n # - L l�
cif Pho e
dress N'g/,/L14 fZ /,� Fire District#
L�I F 4It A,,- 4Y���'S�"� St Zip
Directions to Job Site
A .
Owner Mailing Address K6 S T &'R
city Ta r.4 qF:Eey St Zip
Lien/Title Holder
Address
City G2 St Zip
M �
cEM,r 7-
#2 Contractor"Name �,� dtli it/ Contractor Reg#
Address 6 — Expiration Date
city St Zip 9`S (-1 Phone#
#3 If septic is located on project site, include records. Le
a --,
Connect to Septic?—X_Public Water Supply Well
Connect to Sewer System? Name of System V
(If residential, proof of potable water is required) MAY 2 0 N96
#4 rceI No. - L- zo 0 .�
Legal Description
if if Iv
#5 Building Square Footage: (existing/proposed)
1 st FI 17 76 / 2nd FI / 3rd FI / Loft /
Basement O U/ Deck / #bed ro ms / #bathrooms 3 /
Garage_ / 5716Carport / (Circlerttached r Detached?),$ASS/4 FAI T
Other sq.ft. _/
#6 Use of building 'rS M F_ Describe work
Cr-AAf /fir _fir,u Aea I e 4®O - ZU,t L Z A A S /C
#7 Type of Job: New_ _Add Alt Repair Other
#8 MOBILE/MANUFACTURED HOM�F MFORMATION
Model Year Make-,-'- Modeler
Length Wid Serial No
,---
# Bedrooms #Bathrooms Type of H
Purchase �ce$
#9 Indicate by circling the applicable source if any water is on or adjacent to subject property:
River Pond Creek Stream Wetland Lake Marsh Saltwater Seasonal Runoff Other
Show following on the site plan
Lot Dimensions Flood Zones yc,',.rr -
Existing Structures Fences
Structure Setbacks Driveways
Water Lines Shorelines
Drainage Plan Topography
Septic Systems Wells
Proposed Improvements Easements Indicate Directional b N S E
Name of Flanking Street y , , , W)
Name of Fronting Street in relation to plot plan
APPLICANT TO DRAW SITE PLAN BELOW
APPLICANT TO DRAW TOPOGRAPHY PROFILE BELOW
• Plumbing Fixtures ($3.25 each) Fee Mechanical Fixtures ($6.50 each)
No. Toilets -75 CIRCLE FUEL TYPE: Gas, Electric,
3 Bath Basins -7 5- Heatpump, Other
Bath Tubs 3 ZS No. Units Fees
Showers ,c(Z° _ Furn BTU
�- Hot Water Htr y(, s' _ Heatpumps
Laundry Washer 2S _ Vent Systems
Sinks �,Tc}Pw zs _ Spot Vent Fans 32.5'
—F4o� s No. Boilers/Compressors
Laundry BasinsS _ HP
Dishwasher 2S No. Air Handling Units
cfm#
Urinals No. Fire Protection Systems
Other _ Auto. Fire Alarm Sys 50.00
Fixed Fire Supp. Sys 50.00
Permit Basic Fee 16.25 _ Auto Fire Sprink Sys 35.00
TOTAL PLUMBING $ 6S." No. Other
Gas Outlets
Wood, Gas, Pellet Stove
NOTICE: THIS PERMIT BECOMES NULL AND VOID IF
WORK OR CONSTRUCTION AUTHORIZED IS NOT COM-
MENCED WITHIN 180 DAYS OR IF CONSTRUCTION OR Permit Basic Fee 16.25
WORK IS SUSPENDED OR ABANDONED FOR A PERIOD
OF 180 DAYS AT ANY TIME AFTER WORK IS COM-
MENCED. PROOF OF CONTINUATION OF WORK IS BY
MEANS OF A PROGRESS INSPECTION.
OWNERS AFFIDAVIT CONTRACTORS AFFIDAVIT
I CERTIFY THAT I AM EXEMPT FROM THE REQUIRE- I CERTIFY THAT I AM A CURRENTLY REGISTERED
MENTS OF THE CONTRACTORS REGISTRATION LAW CONTRACTOR IN THE STATE OF WASHINGTON AND I
RCW 18.27, AND AM AWARE OF THE MASON COUNTY AM AWARE OFTHE ORDINANCE REQUIREMENTS REGU-
ORDINANCE REQUIREMENTS FOR WHICH THIS PER- LATING THE WORK FOR WHICH THE PERMIT IS ISSUED
MIT IS ISSUED AND THAT ALL WORK DONE WILL BE IN AND ALL WORK DONE WILL BE IN CONFORMANCE
CONFORMANCE THEREWITH. NO CHANGES SHALL BE THEREWITH. NO CHANGES SHALL BE MADE WITHOUT
MADE WITHOUT FIRST OBTAINING APPROVAL FROM FIRST OBTAINING APPROVAL FROM THE BUILDING
THE BUILDING RT N DEPARTMENT.
X OWNER X BY
DATE S� �O DATE
FOR OFFICIAL USE ONLY: Accepted by: Date:
DEPARTMENTAL REVIEW
FOR OFFICE USE ONLY
Approved Cond. Hold
Approval
Planning:
Environmental Health:
Building Plan Review
lc.
-7-/F A
Occupancy Group: -3 Type of Const::L IJ
Fire Marshal:
Other:
Special Conditions: FEES
Building Permit 09 s-0
Plan Check
Plumbing Fee
GS.
Mechanical Fee 7 S
Wood/Gas/Pellet Stove
Radon Monitor
Violation Fee
Site Inspection
Building State Fee 4/- S 0
Other ex �.
ivo x 000 Other
Mi1rN 197GxVs Bff f20
Building Valuation: Gar 5 76x G--7`/9C' it 9y,/O - TOTAL FEE
DEPARTMENT of GENERAL SERVICES
Mason County Bldg.10 426 W.Cedar � s
P.O.Box 166 Shelton,Washington 98584
(206)427-9670 :
BUILDING PARKS&RECREATION FAIR/CONVENTION CENTER ADMINISTRATION
RE: Permit Number
r During a recent plan review for your proposed project, it was determined
that the following information needs to be submitted prior to the building permit
being processed for approval:
b r° x=er�rr� -fv C vvt i eta au y-
c�•J�-►,c In 6 s (.0.I l be- Li-a e l� Z; }�
Tau:Je �l00C fCAwN, f��I
e " `t[►Z r/!/1 PA 1/�
Once the information has been received by our department, the project
will continue to be processed.
If you should have any questions, please dontact me between the hours--
of 8:00am-9:00am, Monday-Friday.at (206) 427-9670 ext
. If you can
not make contact between those hours, please calf and leave a message and
I will return your call as soon as possible.
Thank You, ,
Building Inspector .
cc: Property File
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�L�T PLAN
F;jMASON COUNTY
DEPARTMENT of GENERAL SERVICES
Mason County Bldg.III 426 W.Cedar
P.O.Box 186 Shelton,Washington 98SU
(360)427-9670
BUILDING PARKS&RECREATION FAIRICONVENTION CENTER ADMINISTRATION
TO Z�jf')atdCre'--�Xs
S05 Turner Rve
Vf1le cni vcra- 985"
RE: Permit Number#BLO%-Q155�0
Parcel No. and- or L+!• t1 I�gcription:
L a �
As per your recent request, this office has granted a 180 day
extension to the above permit . in order to keep the permit valid
beyond the extension date of you must call for a
progress inspection prior to — In the event that you
do not call for the required inspection, this office will mark the
permit null and void by expiration. Once the permit has been noted
as expired, it will be necessary to renew the permit by paying the
applicable permit renewal fees and/or applying for and completing
the permit process again prior to further construction.
Sincerely,
/-a 41- 7
Mason County Building Department
CC : Property File
S 7&
i'foo - t
Date Checklist Prepared -7-oP P-
MASON COUNTY BUILDING DEPARTMENT
PLAN REVIEWER AND INSPECTOR CHECKLIST
1991 WSEC AND V&IAQ, /CODE COMPLIANCE MOO
Permit Number G-05AO Address 0 z10/ Y1/gh 1a_r . ROa O( Sq. Ft. -100'el
Name on Permit eRCCS 5. Do.-�zz/d' Contractor/Phone# -3',Ioq
Compliance Method: ( ) Prescriptive (Option) '�v ) Component ( ) Systems Analysis
Date FOUNDATION
Insp. Rev.
Slab: R-1_(Ex(.foundation down to frostline/slab bottom;or interior 24"top of slab&horizontal. Radiant under entire.)
Below grade exterior wall insulation: R- 0
( ) ( ) Crawlspace ventilation: (1 sq.ft.NFA/150 sq.ft.floor area-cross vented)
FRAMING
Standard 'N(-t ) Intermediate ( ) Advanced
( ) ( ) Woodstoves and/Or fireplaces: (6 sq.inches combustion air supply dud with damper direct to firebox.)
( ) �► ) Standard air seal: (Bottom plate/subfloor,rim joist/mudsill,window/door frames,penetrations condition to non-condition.)
Attic ventilation(1 sq.ft.DT-A/150 sq.ft.ceiling area)"V p p 1/ =/SO = /%,3 -y
( ) ) Spot exhaust fans: (4"exhaust-bath/laundry 50 cfm @.25 WG;kitchen 100 cfm @.25 WG. Vented out with dampers.)
Fresh air ventilation: Available to all habitable rooms. Installed and operational. (Integrated forced air,windows,wall ports.)
Whole house exhaust fan. Cfm(Intermittent system manual&auto controls/sone less than or=to 1.5 at.1 WG)
INSULATION
O � ) Attic baffles installed to deflect incoming air(Rigid material resistant to wind-driven moisture,extend 12"above loose fill or 6"
above batt insulation)
( ) ) Mechanical ventilation ducts R-4(Exhaust in unconditioned space&supply in conditioned space.)
Wall insulation(above grade) R- (Batts face stapled)
Wall insulation(below grade-interior) R- (Batts face stapled)
Vapor retarders on walls (Faced batt,or 4 mil poly or perm.paint.-circle one)
Rim joist(Insulated with vapor retarder-rigid foam and caulked or 4 mil poly.)
( ) (v) Vaulted ceiling insulation R- (Vapor retarder&I"air space)
FINAL
Floor insulation R- (Substantial contact w/surface,supports less than or=to 24"OC,not blocking vents.)
( ) ) Ventilation system is operational(spot,whole house,fresh air to all habitable rooms. If integrated system,certification by installer is
required)
( ) ( ) HVAC ducts in unconditioned areas R-8 (joints sealed;mechanically fastened with a minimum of 3 fasteners.)
Pipe insulation R-3 (Hot and cold lines in unconditioned areas-service or recirc.see Table 5-12).
SHW heaterS: (NABCA label,separate power or gas shut-off,on R-10 pad if electric in unconditioned or on concrete.)
( ) � ) Heating system type. E lee- r tCG n/re- i8.s /< ,. ham' io S s
A(o r) Roo 4eW Radon monitor on site with instructions.No. - Supplied by MCBD
( ) ) Thermostat: (Heat range 55-75;AC 70-85;both 55-85. Backup heat controls(lockout)prevent simultaneous operation of primary system.)
( ) ( ) Solid fuel appls.: (Glass/metal tight-fitting doors;dir.comb.air source,or 4"dia.dampered,indir.source for existing const.)
( ) ( ) Ground cover: (6 mil black polyethylene or approved equal lapped 12"at joints,extending to foundation wall.)
( ) � ) Penetrations(Au exterior w 1 and ceiling penetrations sealed to drywall-plumbing,exposed beams,wall receptacles,fans,recessed lights.)
Ceiling Insulation R- (Insulate&weatherstrip access,baffle to prevent spillover-no cardboard)
( ) � ) Vapor retarder paint if a vapor retarder was not installed when insulation was installed.
r -
GLAZING
Plan Reviewer-Fill out this glazing section or attach a window schedule to this checklist. lmpector- Verify window
information during field inspections. Include skylights, glass doors and all other glazing on this form. Use rough opening
area for calculations.
Date
Size Quantity Area S . Ft. U-Value Manufacturer Rev. Insp.
51 /I- 3 ✓,it l
D ��. % / lII 7s 30 �
o o l ao u�
° 1) a0 /00
/s &0
v A
Total glazing area:
Total conditioned area:
Percentage glazing: Verified:
DOORS
Plan Reviewer_-List opaque doors by type(solid core,insulated,etc.)quantity,U-value,and manufacturer. Impector-
Verify door information during field inspection.
Date
Type/Quantity U-Value Manufacturer Rev. Insp.
310 Pa:6 0 7/r� calm
roF 7/&A5h
Signature of Building Inspector: Date of Final Inspection:
WATTSTTN 5 .4 1991 WA STATE ENERGY CODE COMPLIANCE REPORT 07/22/96
FILE : G: \\APPS\\WATTSUN5\\CRESS .WS HOUSE ID:
Site : Analyst :
Jurisdiction:
Utility:
Homeowner: House Type : Single Family
Floor Area: 3404 ft2
Builder: Weather Data: Olympia, WA
Climate Zone: 1
The PROPOSED design *COMPLIES* with 1991 WA State Energy Code .
REFERENCE PROPOSED
COMPONENT PERFORMANCE 496 496 Btu/hr-F
ENERGY BUDGET 4 . 35 4 . 87 kWh/ft2-yr
REFERENCE DESIGN
Reference
Component Value X Area = UA
-- ---------- -- -- --------------------------------------------------- -----------
BG Wall 7' U-0 . 036 832 30 . 0
BG Slab 7' F-0 . 554 104ft 57 . 6
On Grade Slab F-0 . 540 55ft 29 . 7
Floor U-0 . 029 576 16 . 7
Glazing @150-. U-0 .400 510 . 6 204 . 2
Doors U-0 . 200 42 . 0 8 .4
AG Wall U-0 . 058 1499 87 . 0
Ceiling, Attic U-0 . 031 2004 62 . 1
Infiltration ACH-0 . 350 27232ft3 ( 174 .4)
----------------------------
Reference UA 496
--------------------------------------------------------------------------------
PROPOSED DESIGN COMPONENTS
Component Description Value X Area = UA
---------------- --------------------------------------------------------------
--------------------------------------------------------------------------------
Items in parentheses not included in COMPONENT PERFORMANCE totals .
** Denotes non-standard values - check calculation of thermal value .
Page 1
WATT&UN 5 . 4 1991 WA STATE ENERGY CODE COMPLIANCE REPORT 07/22/96
FILE : G: \\APPS\\WATTSUN5\\CRESS .WS HOUSE ID:
BG Wall RO Uninsulated 7' depth U-0 . 185 832 153 . 9
BG Slab F-0 .434 104ft 45 . 1
On Grade Slab R10 2 ' vertical F-0 . 540 54ft 29 . 2
On Grade Slab RO Uninsulated F-0 . 730 ift 0 . 7
Floor R38 vented Joist 16oc U-0 . 025 576 14 .4
Glazing @9% **Vinyl With Lowe & Argon U-0 . 350 292 . 0 102 . 2
Doors **PEACHTREE "AVANTI" A300 METAL ENTRY U-0 . 090 42 . 0 3 . 8
AG Wall R21 INT Lap Wood U-0 . 054 1718 92 . 8
Ceiling R49 blown Attic STD baffled U-0 . 027 2004 54 . 1
Infiltration Standard Air Sealing ACH-0 . 350 27232ft3 (174 .4)
----------------------------
Proposed UA 496
Struc Mass Light Frame, Sheetrock walls M- 3 . 000 2004 6012
Slab w/carpet w/pad, Sheetrock wall M- 5 . 000 1400 7000
--------------------------------------------------------------------------------
HEATING/COOLING/VENTILATING SYSTEMS
PROPOSED
Heating System Type : Electric : Zoned
System Efficiency: 100 %
Modified Efficiency: 100 %
Design ACH: 0 . 60
Design Load (at 53F dt) : 42146 Btu/hr
Total Load: 42146 Btu/hr
System Size : 18 . 5 kW (150%)
Average Annual Heat : 24037 kWh
Annual Cost : $ 1322
Ventilation System: Integrated Spot
& Whole House
Cooling System: NONE
SEER: 0 . 0 (Unducted)
Cooling Load (at 5F dt) : Btu/hr
System Size (%Over) : tons (@125%)
Annual Cool Requirement : kWh/yr
Solar Access : Partially Shaded
--------------------------------------------------------------------------------
Pa e 2
�l
WATTSUM 5 . 4 1991 WA STATE ENERGY CODE COMPLIANCE REPORT 07/22/96
FILE : G: \\APPS\\WATTSUN5\\CRESS .WS HOUSE ID:
--------- -----------------------------------------------------------------------
GLAZING ORIENTATION
PROPOSED PROPOSED
South 73 . Oft2 North 73 . Oft2
Southeast : Northwest :
East 73 . 0 West 73 . 0
Northeast : Southwest :
--------------------------------------------------------------------------------
Economic and energy consumption estimates are designed for comparative
purposes only. Actual cost for heating will vary depending on weather
conditions, occupant lifestyle and other factors.
Page 3
WATTSUN 5 . 4 1991 WA STATE ENERGY CODE COMPLIANCE REPORT 07/15/96
FILE : G: \\APPS\\WATTSUN5\\CRESS .WS HOUSE ID:
$G Wall RO Uninsulated 7' depth U-0 . 185 832 153 . 9
BG Slab F-0 . 434 104ft 45 . 1
On Grade Slab R10 2 ' horizontal w/TB F-0 . 540 54ft 29 . 2
Floor R38 vented Joist 16oc U-0 . 025 576 14 .4
Glazing @90-. **Vinyl With Lowe & Argon U-0 . 350 292 , 102 .2
Doors **PEACHTREE "AVANTI" A300 METAL ENTRY U-0 . 090 42 . 0 3 . 8
AG Wall R21 INT Lap Wood U-0 . 054 1718 92 . 8
Ceiling R49 blown Attic STD baffled U-0 . 027 2004 54 . 1
Infiltration Standard Air Sealing ACH-0 . 350 27232ft3 (174 .4)
----------------------------
Proposed UA 495
Struc Mass Light Frame, Sheetrock walls M- 3 . 000 2004 6012
Slab w/carpet w/pad, Sheetrock wall M- 5 . 000 1400 7000
--------------- ------------------------------------ -----------------------------
HEATING/COOLING/VENTILATING SYSTEMS
PROPOSED
Heating System Type : Electric : Zoned
System Efficiency: 100 %
Modified Efficiency: 100 %
Design ACH: 0 . 60
Design Load (at 53F dt) : 42108 Btu/hr
Total Load: 42108 Btu/hr
System Size : 18 . 5 kW (150%)
Average Annual Heat : 23988 kWh
Annual Cost : $ 1319
Ventilation System: Integrated Spot
& Whole House
Cooling System: NONE
SEER: 0 . 0 ()
Cooling Load (at 5F dt) : Btu/hr
System Size (%Over) : tons (@125 0)
Annual—Cool Requirement : kWh/yr
Solar Access : Partially Shaded
------ --------- -- ----------------------------- ---------------- ------------------
Page 2
WATTSUN 5 . 4 1991 WA STATE ENERGY CODE COMPLIANCE REPORT 07/15/96
FILE : G: \\APPS\\WATTSUN5\\CRESS .WS HOUSE ID:
------ --------------------------------------------------------------------------
GLAZING ORIENTATION
PROPOSED PROPOSED
South 73 . Oft2 North 73 . Oft2
Southeast : Northwest :
East 73 . 0 West 73 . 0
Northeast : Southwest :
--------------------------------------------------------------------------------
Economic and energy consumption estimates are designed for comparative
purposes only. Actual cost for heating will vary depending on weather
conditions, occupant lifestyle and other factors.
Page 3
1 4 FLOOR FRAMING
NOTE: BC Joists
The illustration below is showing several suggested
applications for the Boise Cascade products. BCI joist blocking or 2x4"squash"block on each side
It is not intended to show an actual house under construction. required when supporting a load-bearing wall above.
NO MIDSPAN BRIDGING VERSA-LAM header
IS REQUIRED FOR BCI'S or a BCI joist header
FOR INSTALLATION STABILITY, 1-1/2"knockout holes at approximately 12"o.c.
Temporary strut lines(1x4 min.)Von comer max. are pre-punched.
Fasten at each joist with 2-8d nails min.
See page 8 for allowable
hole sizes and location.
BCI rim joist
(where bearing length allows)
will support 2000 Ibs per lineal
foot of vertical load.
/ VERSA-LAM LVL beam.
VERSA-RIM 98 rim board will support
4000 Ibs per lineal foot of vertical load.
Endwall blocking may be required.
For load bearing cantilever details,see page 9.
Lateral support required when BCI joists are cantilevered.Use
BCI joist blocking for at least 4 feet of every 25 feet of bearing
Span tables assume that sheathing is glued and nailed to joists. wall length and at least 4 feet on each end of cantilevered area.
O.C. 45 SERIES JOIST 'EPTH—13/4"FLANGE WIDTH .0 SERIES JOIST
spacing
* CODE APPROVED
12 19'-2' 22'-10' 25'-11" 28'-9" 24'-8" 28'-1" 31'-1" — —
16 17-5" 20'-9" 23'-7" 26'-2" 22'-5" 25'-6" 28'-2' 30'-10' —
19.2 16'-5" 19'-7" 22'-2" 24'-5" 21'-1" 24'-0" 26'-6" 29'-0" —
24 15'-3" 18'-2" 20'-2" 21'-10" 19'-7" 22'-3" 24'-7" 26'-11" 28'-9"
32 12'-11" 15'-9" 17'-5" 18,- 11" 16'-1" 17'-8" 19,-1" 23'-1" 24'- 10"
***THREE STAR ***
12 1 T-3" 20'-7" 23'-4" 25'-11" 22'-3" 25'-3- 30'-7" —
16 15'-8" 18'-8" 21'-3" 23'-6" 20'-2' 22'-11" 25'-5' 2T-9" —
19.2 14'-9' 1T-7' 19,-11" 22'-l' 18'-11' 21'-6" 23'-10" 26'-1' 28'-3'
24 13'-8' 16'-3" 18'-6" 20'-6" 1T-6' 19,-11" 22'-1' 24'-2" 26'-2'
32 12'-5' 14'-9" 16'-10" 18'-7' 1 15'-10" 1T-8' 19,-1" 21'-10' 23'-8"
****FOUR STAR ****
12 11'-6' 15'-11' 18'-1' 20'-1' 1T-2' 19'-6" 21'-8" 23'-11" —
16 11'-6" 14'-4" 16'-4" 18'-1' 15'-5" 1T-7' 19'-6' 21'-4" 23'-2"
192 10'-0' 13'-5' 15'-3" 16'-11' 14'-5" 16'-5' 18'-3" 19'-11' 21'-8'
24 10,-(' 12'-4" 14'-1" 15'-7" 13'-3' 15'-1" 16'-9' 18'-4" 19,-11"
32 8'-7' 10'-4" 11'-10" 13'-2" ill-2" 12'-9' 14'-2" 15'-7" 16'-11"
Span tables are based on a residential floor load of 40 PSF live load and 10 PSF dead load,and a clear distance between supports.
*Code allowed live load deflection at L1360,see page 3"about floor performance guide"for additional data.
*** Live Load deflection at L1480.
**** Live Load deflection at L1960 to give a floor that is much stiffer for the more discriminating purchaser.
j FLOOR DETAILS
4000 pounds per foot Load bearing wall above.
p (stacked over wall below))
Vertical Load Capacity.
+ 1
� f
Nail Versa-Rim 98
to BCI Joists. Solid block all posts from I
See page 10 for nailing above to bearing below.