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Permit D97-0218 - LINDAL CEDAR HOMES - SALES OFFICE
City of Tukwila '? Parcel No: Address: 4300 S 104 PL Suite No: Location: Category: ACOM Type: DEVPERM Zoning: Const Type: V -N Gas /Elec.: Units: 001 Setbacks: North: Water: SEATTLE Wetlands: 032304 -9213 Contractor License No: BERREC *121PC Permit Center Authorized Signature:_ Signatu DEVELOPMENT PERMIT Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Permit No: Status: Issued: Expires: Occupancy: OFFICE UBC: 1994 Fire Protection: NONE .0 South: .0 East: .0 West: .0 Sewer: VAL VUE Slopes: N Streams: OCCUPANT LINDAL CEDAR HOMES SALES OFFICE 4300 S 104 PL, TUKWILA, WA 98178 OWNER LINDAL CEDAR HOMES INC 4300 S 104TH PL, PO BOX 24426, SEATTLE WA 98124 CONTACT JOHN KAPPLER Phone: 206 641 -5320 13400 NORTHUP WAY, SUITE 33, BELLEVUE, WA 98005 CONTRACTOR BERREY CONSTRUCTION 6716 71 ST CT W, TACOMA WA 98467 t**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCT TWO STORY OFFICE ADDITION 343 S.F., INTERIOR TENANT IMPROVEMENTS, AND NEW COVERED DECK 200 S.F. t**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 29,928.61 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N to*************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 680.84 t**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** I hereby certify that I have read and examikr'd this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this developmen •ermit. Print Name : )_J2�._/_ .2�LT�? This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D97 -0218 ISSUED 10/03/1997 04/01/1998 (206) 431 -3670 CITY OF TUKWILA Address: 4300 S 104 PL l Suite: Tenant: ... Status: ISSUED i..Ty0e:,:DEVPERM Applied: 07/03/1997 Paree'l .#: Issued: 10/03/1997 : ** r , Permit Conditions: >.., ,-: 1, Temporary erosion control measures shall be implemented as the first order of business,toprevent,sedimentation oft- . . , . s or into existing storMArainage:facilities. 2. The site shall have permanent. erosion control measures in . place as soon asTposSible after final:grading:nasbeen completed and ,prior to'theTfnal InSpeetion, .3.. It. As strong1Y. be eertified Jay:a licensed engineer:,..ptherwise, the:owner' assumes 1 for the and any su6Sequentrelated damages,,,,,::( . . 4, DOWNSPOU FROM THE NEW ADDITION SHALL BE TfGHTLINED INTO THE EXIfstING ROOF DRAINAGE SY STEM. 5.. • . '„ BUILDING 'DIVISION CONDITIONS 6. No.-changes will be made to the plans unless approved bvthe Arch1feet or Engineer and the Building Division.Z v's's 7. Plumbing permits shall be 'obtained through the Seattle-King County Department of Public , Hea 1 th .... 'Plunibing will be inspected by that -agency, inpluding al 1.:gaS- piping .: ,:•,:' (21, ' 8 . . E l e c t r i c a l ,permi shall he Oita i ned ;through the Wash :- .-..:, :..taeDlysion ot:LaborandIndustri,es and all electrical workA011be i, nspected by t. (242-6630). 9. Al l' fs,i inspectIerirecordS, ',and aproye'ci, plans:shall be:,' avatyaffilqat:thp job site prior '..te-tnestart any • _ : struenon.,Ttiese documents are to be.:'maintained and aval1- • able\:unifinal''„inspection approval is granted. Permit No: 097-0213 10. All ciinrUction to be done in conformance with approved plans and requirements of the Uniform,Building:Code (1994 L E d i t ADO', 'as amended, Uniform Mechanical 'Code (1994,..Edition:) and WasnIngton :State Energy Code (1994 Edition11. All new windows at proposed addition shall be double glazed and providejor a maximum U-value of 0.65. 12. Validity of Permit. The issuante'ef a permit or approval of plans, specifieattons, and computations shall nottl con- strued to be a perMit:jor, Or approval of any violation of any of the provisiOns,of the building:code Or of any other ordinance of the jurisdiction. -No:permit presuming to give authority to violate or cancel the provisions of this code shall he valid. Project Name/Tenant: l4f -) ON— C--e -vA � -1(T r 1=f4 ft. City State/Zip: to X31 �t3 V �Le of Construction /O,Gt'�D, "'Gk/ /� P� 1 ' f OOGIZ "aA/!r Tax Parcel Nu ber: � ` 3 -O Site Address: , P 4c' .. -� iF?4 ,.e- 2 E 1 1. r, Property Owner: t.....1, 0/26a (Lrc-: AZ--- 1+- -li01a Phone: 726 - Street Address: � d� A .a//c City State /Zip: Fax #: 7z' - 1C�1 Contractor: Phone: Street Address: City State /Zip: Fax #: Arc itect: Pa A A breZ — s Phone 6%4J - 3& Street ddress: J /�j 1�- 2ri-& LL y * '3. 1 Y City ,State/Zip: vieGA Fax #: l l --63tn Engineer: Phone: Street Address: City State /Zip: Fax #: Co tact Pers n: Phone: Street Address: • reh ✓- City State /Zip: Fax #: -,cz-r-ft::. As ��� Des i i on of work to done: done: � - ' h - /. ,bi' — – i /v S CL- - / 377-: _e- d � t1 � .b � . �.v - ' ��a-r / � `� per �'' � /J lli/i/ �/fz° � rr�`"� �� �rr�l�, o�Ov co Qc1 dx-k Existing use: ❑ Retail ❑ Restaurant ❑ Multi - family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel 'Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes a no If yes, extent of change: Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm anone ❑ other (specify) Building Square Feet: I existing new new Area of Construction: Will there be storage of flammable /combustible hazardous material in the building? Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating ❑ yes 0 no quantities & Material Safety Data Sheets CITY OF TUJ Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 New Commercial / Addition / Multi - Family Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. NCPERMIT.DOC 1/29/97 s APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department): ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Date application expires: Appllcatlon� (initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OW R AUTHO IZ D GENT: Signature: ` 41/4 . // / �22.--c; Date: 1 , 7 �T1 Print name: J � � /,, Phone: _/" 7 _0 Fax #: ;/ /_ - D Address: .7 ff . . /_ . to / , i City /State /Zip , j. � }'� >� ALL NEW COMMERCIAUADDITION /M - FAMILY PERMIT APPLICATIONS MU E SUBMITTED WITH THE FOLLOWING: D ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER D ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ ❑ ❑ Copy of recorded Legal Description from King County Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Five (5) sets of working drawings, which include : ❑ ❑ Site Plan 1. North arrow and scale. 2. Existing and proposed utilities and existing hydrant location(s). 3. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements. 4. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions. 5. Location of driveways, parking, loading & service areas, with parking calculations & location & type of dump - ster recycling screening. 6. Location and screening of outdoor storage. 7. Limits of clearing /grading with existing & proposed topography at 2' intervals extending 5' beyond property's boundaries, erosion control measures & three buffer protection measures. 8. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers (TMC 18.45.040). 9. Identify location and size of existing trees, note by size and species those to be maintained and those to be removed. 10. Landscape plan with irrigation: Existing trees to be saved by size and species. Proposed: Include size, species, location and spacing. Location of service areas and vault with proposed screening. 11. Location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 12. Lowest finished floor elevation (if flood control zone permit required). 13. Civil plans to include size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. 14. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). ❑ ❑ Vicinity Map showing location of site ❑ ❑ Building Elevations (Include dimensions of all building facades and major architectural elements) ❑ ❑ Mechanical Drawings ❑ ❑ Structural Drawings (detail of sprinkler hangers, pipe, duct & vent penetrations in structure) ❑ ❑ Architectural drawings ❑ ❑ Specifications (if separate document) ❑ ❑ Structural Calculations ❑ ❑ Sprinkler structural calculations indicating load of water - filled sprinkler piping ❑ ❑ Height Analysis ❑ ❑ Soils Report stamped by Washington State licensed Geotechnical Engineer ❑ ❑ Topographical and Boundary Survey ❑ ❑ Tree Coverage Analysis (Multifamily only ) ❑ ❑ Washington State Energy Code Data and Non - Residential Energy Code Compliance Form H -7 ❑ ❑ Completed Land Use Applications if not previously submitted (i.e. SEPA, BAR, Variance, Shoreline or Tree permit) ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Pub- lic Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PER BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. NCPERMIT.DOC 1/29/97 . liar*** **4* *:4A•klt: ** k*4.* :kJF:44:4A*4.•41%**tRt4 **.A:4 her 74***AickhkA+A*k**Aa•hk CI TY .'OF Ili KWIL{ WA.' r TRANSM1:7 k•k 4 *:t 4h9l'*A* 4k4.1*k**Akit4 **4•T -Y *h , **.k* h +kk•.l•,t`k" * k4 k•kf:lcL74•k ro4•t TRANSMIT: Nunij r R9700652 Amount: 25.00 10/03/97 013:51 aymena; Mei hod:` CI1LCK Notation: J A FITZPACRIL Ini : KJP :� P miit No D57-0216 Type. ii VPI I4 DEEI.OPMrNV."f ERMII Par• eel Na 012304- „x.213 S.i"tc f aliress: 4300' S 104. PL i '� Total The 680.13.4 This P merit 25.00 Total ALL Puts: 680.8,4 x , Balance: ance: . 00 * *:tk *O ' drk** A• ktit*** St4k k* A4eii A• A* dk2%* A *ot* *4 *4.h*A **k0* *AkAlkkk* I AaaliKtht Code , Da4rription Amount 0005.830 PLAN. CHECK i- UTILITY 10.00. 412/342.400. XN3P FEE STORM DRAIN 15.00 4701 10/06 /717 TOTAL 25.00 *• A k** *.**• A***• k************* A• A**** ** **•A * * * *k* *• * ** * * * * * * ** *A* * ** CITY OF TUKWILA.. WW 1-7-4 --( ] TRANSMIT •k *** * *, * *: * * * * ** ** *hrs(* * * * *` * . ** * * * *• * *h4 ** ** * * * ** * * ** TRANSMIT Number: R9700608 Amount: 655.84 07/03/97 15:23 Payment Method: CHECK Notation: LINDAL CEDAR 'nit: SLB Permit No: D97-0218 Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 032304 -9213 Site Address: 4300 5 104 PL Total Fetls: 655.84 Th:js Payment . 655.84 Total ALL Pmt .s: 655.84 Balance: .00 *********A****A**** A********* a• A** k* * *A * *•k **k***A* *AA * *A * * * ** Account Code Description Amount 000/322.100 BUILDING - NONRE5 394.75 000/3.45.830 PLAN CHECK - NONRE6 236.59 000/386.904 STATE BUILDING SURCHARGE 4.50 1396 07 /0B /719 TOTAL. 655.84 COMMENTS: Type of inspection: I Nv z) 1\6n, - 1an) SACS" W +i'W 1 4 • c,.114 (L: S : Z?. LA 14 0 At- . 00 1 ei-N.J sf' : fiats .,S'- - 1/4 -- 0 fl wrt - vs. E.-Wit-_. D>T "M . i 141 . . ek 6L.In.S, # aria, rA (1 %1 -(t.,r D. 9 r' - 1c.,•, vc- k -t--1c P I iZ #4 // / 9 Requester: C/}.,„\ co.-. ?'19'1 A3`(2..A., I' i Phone No.: Project: �., u 06.L. Cc 1 ,NA Type of inspection: I Nv z) 1\6n, - 1an) Address: q3 s. RA eL Date called: Special instructions: Date wanted: 6 / 1 j am. p.m. Requester: Phone No.: Approved per applicable codes. Receipt No.: INSPECTION RECORD '' Retain a copy with permit-- 02 - 1 g INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Corrections required prior to approval. Inspector: Date: cp / 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: PERMIT NO. (206) 431 -3670 V. • t j The AWWF for Full Basement Walls The wood foundation's great strength, natural insulating qualities and ease of installation make it ideal for full basements. It creates basement walls which can be insulated and finished without furring to give the warmth and comfort of truly livable space. It could be the end of the damp, cold basement wall. Full Basement Drainage Provisions The type of basement drainage system will depend on soil conditions. As shown here, there are two types of sumps which can be used with basements. One is for poorly drained soils and the other for medium to well drained soils. The depth of the sump should allow for the gravel bed under the sump, the height of the sump and the under -slab fill. The top of the sump should be level with the floor fill's surface in medium to well drained soils. A pump will be needed if the sump cannot be drained by gravity to daylight or to sewer. RECEIVED CITY OF TUKWILA SEP 1 71997 Moistur RMIT CENTER Barriers and Drainage Moisture Control A vital part of the All- Weather Wood Foundation is moisture control. The most important factors in this are the use of downspouts and splash blocks to direct the water away from the building and to slope the ground away. FIGURE 9 —Sump for Medium to Well- Drained Soils (Groups I and II) 3 i:" or larger gravel or crushed stone (must not plug perforated pipe) Perforated 4" diameter plastic or fiber drain pipe 2 •0" min. Cover 2'.6" min. 90° ell -4" diameter plastic or fiber pipe (P-trap optional) Note: Vertical pipe may be extended through slab with a clean out plug in floor. 3" or 4" concrete slab Polyethylene film Excavated sump pit FIGURE 10 --Sump for Poorly Drained Soils (Group III) ■ PRESSURE TREATED WOOD Polyethylene film 3" or 4" concrete slab 90° ell -4" diameter pipe (trap required when drained to sewer) Pressure treated plywood manhole cover (11/2" laminated-121 3 /4" pieces) Minimum 2" gravel fill on all sides Note: 1. Use of sump pump is required when sump cannot be drained by gravity to daylight or sewer. 2. 24.inch diameter or 20 inch square terra cotta tile or treated wood box may be substituted for precast concrete tile. 17 TABLE 9— Caulks and Adhesives The adhesives produce a satisfactory bond to polyethylene and treated wood. The caulks produce a durable bond to treated plywood, and can withstand substantial changes in dimension. This list is not meant to be all - inclusive, but to assist In selection of materials. Caulks and Adhesives Caulk Adhesive Inmont Presstite Tape '579.6 Inmont Corporation 39th and Chouteau St. Louis. Missouri 63166 X X Duribbon Sealant 4040.60 National Starch & Chemical Corp. (Bondmaster Division) 10 Finderne Avenue Bridgewater, New Jersey 08807 X X Clear Butyl Sealant Wilhold Glues. Inc. 8707 Millergrove Drive Santa Fe Springs, California 90670 X X Inmont Presstite Caulk "579.64 Inmont Corporation 39th and Chouteau St. Louis, Missouri 63166 X '5411 Acrylic Latex Caulk The Franklin Glue Company Columbus, Ohio 43207 X Silpruf Silicone Products Department General Electric Company Waterford, New York 12188 X '5230 Wood Adhesive Adhesives, Coatings & Sealers Div. 3M Company 3M Center St. Paul, Minnesota 55101 X . Caulking the panel joints and applying polyethylene over the foundation —two steps not required in crawl space construction —are also important in providing watershed in full basement construction. The plywood joints are sealed their full lengths with a high performance caulking compound, such as those listed in Table 9. A six mil polyethylene sheet is used to cover the below -grade portions of the foundation walls. This directs moisture to the gravel fill and footing so it can drain without causing pressure against the wall. The polyethylene may be installed anytime before backfilling. The backfilling is done after the first floor is in place and the basement slab has been poured or the wall suitably braced. The polyethylene is spot - bonded to the plywood with an adhesive and vertical joints in the sheet are lapped six inches and also sealed with the adhesive. The Film hangs freely down the wall and is protected at the top by a treated plywood nailing strip. When basement walls are insulated and finished, a vapor barrier should be - added on the interior. Polyethylene can be stapled to the inside of the framing after insulating and before installing gypsumboard or paneling. TABLE 10 — Minimum Structural Requirements for Basement Walls Wall height -8 feet. Roof supported on exterior walls. Floors supported on interior and exterior bearing walls. 2 30 lbs. per cu. ft. equivalent•fluid density soil pressure -2000 lbs. per sq. ft. allowable soil bearing pressure. Uniform load conditions Roof -40 psf live; 10 psf dead Ceiling -10 psf 1st floor -50 psf live and dead 2nd floor -50 psf live and dead Roof -30 psf live; 10 psf dead Ceiling -10 psf 1st floor -50 psf live and dead 2nd floor -50 psf live and dead Lumber Stud and Lumber Stud and House Height species plate Stud species plate Stud width of fill and size spacing and size spacing Construction (feet) (inches) grade (nominal) (inches) grade (nominal) (inches) 24 D 2x6 16 D 2x6 16 48 D 2x6 16 D 2x6 16 A 2x6 16 A 2x6 16 32 or less 72 B C 2x6 2x8 12 16 B D 2x6 2x8 12 16 D 2x8 12 . 2 Stories 86 A' B 2 x 6 2x8 12 16 A' B 2 x 6 2x8 12 16 C 2x8 12 C 2x8 12 24 D 2x6 16 D 2x6 16 48 D 2x6 16 D 2x6 16 72 C D 2x6 2x8 12 16 C 2x6 12 24orless A • 2x6 12 86 B 2x8 16 C 2x8 12 D 2x8 12 B 2x4 16 C 2x4 16 24 D 2x4 12 D 2x4 12 D 2x6 16 D 2x6 16 48 D 2x6 16 D 2x6 16 32 or less A 2x6 16 A 2x6 16 72 B 2x6 12 C 2x6 12 D 2x8 16 D 2x8 16 A' 2x6 12 A• 2x6 12 86 B 2x8 16 B 2x8 16 C 2x8 12 D 2x8 12 1 Story B 2 x 4 16 24 D 2x4 12 D 2x4 16 D 2x6 16 48 D 2x6 16 B 2x4 12 28 or less 72 C 2x6 12 C 2x6 12 A• 2x6 12 86 B 2x8 16 D 2x8 12 D 2x8 12 24 D 2x4 16 D 2x4 16 48 B 2x4 12 B 2x4 12. 24orless 72 C 2x6 12 C 2x6 12 A' 2x6 12 86 B 2x8 16 D 2x8 12 D 2x8 12 'Studs and plates in interior bearing walls supporting floor loads only must be of lumber species and grade "D" or higher. Studs shall be 2 inches by 4 inches at 16 inches on center where supporting one floor and 2 inches by 6 inches at 16 inches on center where supporting 2 floors. Footing plate shall be 2 inches wider than studs. 2 11 brick veneer is used, see page 23 for knee wall requirements. 3 Species, species groups and grades having the following minimum (surfaced dry or surfaced green) properties as provided in the National Design Specification: A C D F (repetitive member) psi 2 x 6, 2 x 8 1.750 _B,_ 1.450 1.150 975 2 x 4 2.000 1.650 1.300 1.150 F psi 2 x 6, 2x 8 1.250 1.050 850 700 2 x 4 1.250 1,000 800 675 I 385 385 245 235 F, psi 90 90 75 70 E psi 1.800.000 1.600.000 1.400.000 1.100.000 Typical lumber grades Douglas fir No. I Douglas fir No. 2 Hem fir No. 2 Lodgepole Pine No. 2 Southern Pine No. I KD Southern Pine No. 2 KD Northern Pine No. 2 Where indicated (• ). length of end splits or checks at lower end of studs not to exceed width of piece. Ponderosa Pine No. 2 j 19 TABLE 11— Minimum Plywood Grade and Thickness for Basement Construction 30 pcf equivalent•fluid density soil pressure Height of fill (inches) Stud spacing (inches) Face grain across studs Face grain parallel Minimum thickness to studs Identification Index Grade Minimum thickness! Identification Index Grade3 24 12 B 1/2 32/16 B 1/2 32/16 16 B 1/2 32/16 B 1/2(4 ply or5layer) 32/16 48 12 B 1/2 32l1G B A 1/2 layer) 1/2 32/16 32/16 16 B 1/2 32/16 A B 5/8 3/4 42/20 48/24 72 12 B 1/2 32/16 A 5/8 layer) 42/20 16 A 1/2 32/16 B 3/4 48/24 86 12 B 1/2 32/16 A B 5/8 3/4 42/20 48/24 16 A B 5/8 3/4 42/20 48/24 A 5/8 42/20 'Crawl space sheathing may be 3/8 inch for face grain across studs and maximum 3 foot depth of unequal fill. 2 Minimum 2 Inch blocking between studs required at all horizontal panel joints more than 4 feet below adjacent ground level. 3 Minimum plywood grades conforming to "U.S. Product Standard PS 1, Construction and Industrial Plywood" are: A. Structural I C.D B. C.D (Exterior glue) If a major portion of the wall Is exposed above ground, a better appearance may be desired. The following Exterior grades would be suitable: A. Structural I AC, Structural I B.0 or Structural I C.0 (Plugged) B. A•C Exterior Group I, B•C Exterior Group 1, C•C (Plugged) Exterior Group I or MDO Exterior Group I or Ungrooved Group 1 303 plywood siding. 4 For this combination of fill height and panel grade, only Structural I A•C or Structural I C.0 may be substituted for improved appearance. 6 When face grain is parallel to studs, plywood panels of the required thickness, grade and Identification Index may be any construction permitted except as noted in the table for minimum number of plies required. 6 For this fill height, thickness and grade combination, panels which are continuous over less than three spans (across less than three stud spacings) require blocking 2 feet above bottom plate. Offset adjacent blocks and fasten through studs with two 16d corrosion resistant nails at each end. 7 For this fill height, thickness and grade combination, panels require blocking 16 inches above bottom plate. Offset adjacent blocks and fasten through studs with two 16d corrosion resistant nails at each end, Structural Requirements Size of footing plates, framing members and thickness of the sheathing are determined in the same manner as those for crawl space foundation walls. The Footing Plate Selector Chart is on page 13. The accompanying tables list the minimum structural requirements for houses of various widths. Minimum plywood thicknesses are shown in Table 11 for backfill heights up to 86 inches. 20 �l� o j J Design Details for the Basement AWWF The AWWF adapts easily to daylight configurations, even on sloping sites, and it allows for windows or doors much more easily than conventional foundation construction. And it easily accommodates regular lumber joists, or the variety of trusses now available throughout the country. Beam pockets are quickly constructed with support studs and a header. The accompanying table lists design recommendations. TABLE 12 —Beam Pockets in Basement or Crawl Space Walls Minimum soil bearing 2000 lb. /sq. ft. Stud spacing 12 to 24 inches. Beam pocket load (pounds) 2400 3100 3400 3500 3700 3700 3900 4700 4800 4800 4800 4900 5700 5800 5900 5900 6200 6300 7100 7300 800 Species and grade of lumber requiredt D D D B B D C D B B D B B A B D C B D C B Nominal size and no. of support studs 2 -2 x 4 2 -2 x 6 4 -2 x4 2 -2 x4 2 -2 x 4 2 -2 x 6 4 -2x4 4 -2x4 4 -2x4 2 -2 x 6 4 -2x6 4-2 x 4 2 -2 x 6 4 -2 x4 4 -2x6 4 -2x6 4 -2 x 6 4 -2 x 6 4 -2 x 6 4 -2x6 4 -2 x 6 Nominal footing plate width (inches) 6 6 6 6 8 8 8 8 8 8 10 10 10 10 10 10 10 12 12 12 12 FIGURE 11 —Beam N.,c kets in ■ PRESSURE Basement or Crawl Space End Wall TREATED WOOD Cut for beam width Beam depth J Normal stud spacing 24" max. Nominal size and no. of header laminations 2 -2 x 6 3 -2 x 6 2 -2 x 6 2 -2 x 6 2 -2 x 6 3- -2x6 2 -2 x 8 2 -2 x 6 3-2 x 6 3 -2 x 6 2-2 x 6 3 -2 x 6 2 -2 x 6 2 -2 x 8 3 -2 x 6 3 -2x6 3 -2 x 8 3 -2 x 6 3 -2 x 8 3 -2 x 8 3 -2 x 8 Minimum width of beam bearing (inches) 3.03 .45 2.66 2.83 3.12 4.93 6.29 3.78 2.40 4.16 3.87 2.92 4.65 4.73 5.20 5.25 5.58 3.72 6.53 6.52 4.13 2 x _ field applied top plate 2 x top plate 1/2" plywood spacer N `N iii Double 2 x _'s See Table 12 'xx' HEADER 2 x _ support studs See Table 12 2 x _studs 2 x _ bottom plate 2 x _ footing plate Capacity of fo plate an sup g vet to additional d (lbs. /I1n. ft.) 365 135 35 365 365 300 35 465 200 165 135 135 35 235 165 65 tree Table 10 for minimum properties of lumber species and grade combinations. 2 1 - leaders having two laminations of 2 Inch (nominal) thickness lumber shall have a' /2 inch plywood spacer with grain parallel to lumber grain. Headers having three lumber laminations shall have two Vs inch plywood spacers. Lumber and plywood shall be well spiked together. 3 Some foundations may carry contributory brick veneer and/or floor and ceiling loads in addition to the beam load. The tabulated additional loads (column 7) may be supported by the footing plate and gravel without Increased foundation size. For heavier contributory loads, reduce allowable beam pocket load or Increase size of footing. For each pound per linear foot that contributory loads exceed the values shown, reduce allowable beam pocket load by three pounds. (Brick veneer is estimated 300 lb. per linear foot of wall per 8 foot height of brick.) An increase of 2 inches in footing plate width is also equivalent to a 500 lb. per linear foot Increase in this capacity to support additional loads. 21 .. - rttXt:•:Sr fig.: t: �! �): aasei+: tutn�o ...mm,�.� ................„._ 22 FIGURE 13— Basement Bearing Partition 111 = 1 ►,il ���`_�.r_ "o o Field applied 2 x _ top plate 2 x _ stud wall per local code plywood sheathing or wall board on at least one side Polyethylene film or other moisture barrier Double 2 x _ bottom plates 3/4d Polyethylene film 2 Floor joist 2 x _ top plate Optional interior finish 3" or 4" concrete slab 2 x _ footing plate 4" or 6" gravel or crushed stone fill FIGURE 12— Basement Wall ■ PRESSURE TREATED WOOD Finish grade slope 1/2" per foot min. 6' from wall 1 x _or plywood strip protecting top of polyethylene Film Plywood may overlap field applied top plate for shear transfer (Flashing not required if siding overlaps) Floor joist Plywood siding Optional interior finish 3" or 4" concrete slab 8" min. Field applied 2 x _ top plate 2 x _ top plate' Insulation as appropriate 2 x _ stud wall Vapor barrier Asphalt or polyethylene film strips 2d Caulk Plywood 1 x _ screed board (optional) Gravel, coarse sand, or crushed stone fill (4" for Group I and II soils, 6" for Group III) Backfill w /crushed stone or gravel 12" for Group I soils, and half the backfill height for Groups II and III soils. Polyethylene film _ x _ bottom plate 2 x _ footing plate 3'ad 'Not required to be treated if backfill is more than 8 In. below bottom of plate. Typical for all following details. Below frost line For brick up to 18 feet high minimum knee wall framing is 2 x 4 studs 16 inches on center, with a 1 x 4 bottom plate and a 2 x 6 top plate. Lumber may be species grade combination "D" if brick is no more than 16 feet, 8 inches high. Provide double studs under all butt joints in the top plate. Footing plates for knee walls must be 2 x 10's where 2 x 4 studs are called out in Table 10 and 2 x 12's where 2 x 6 studs are required. If a polyethylene film is used, it should be placed between the foundation sheathing and knee wall framing before the knee wall is attached to the foundation. FIGURE 14 —Knee Wall with Brick Veneer ■ PRESSURE TREATED WOOD Field applied 2 x _ top plate { Floor joist 8" min. Vapor barrier Insulation as appropriate ; 2 x 6 top plate 2x_ stud wall Optional interior finish 1 x _ screed board (optional) 3" or 4" concrete slab op .! O: o - a i d 2d Polyethylene film 1" air space Veneer tie Brick veneer 2 x _ top plate Finish grade slope 1/2" per foot for min. 6' from wall 2x_ knee wall Asphalt or polyethylene film strips Polyethylene Plywood Gravel or crushed stone fill l x _ bottom plate 2 x _ footing plate 3 /+d Below frost line FIGURE 15— Basement Post • 111(1 = 11(111= 1inliE- 111111 = 1111!1 =11111 illlll= lull -= 11 1111= 11111! = 91111 =,1111 Floor joist Wood or steel post Steel pin Polyethylene film Footing BASEMENT Moisture barrier Floor slab Gravel or crushed stone Laminated wood or steel beam Pedestal 23 In daylight basements where backfill is against only one to three sides of the building, the slab should be poured to "key" between the studs of the end walls, as shown in Figure 20. Where there is more than four feet of difference in height of the backfill on opposite sides of the house, the wall nailing may have to be individually designed using the DFI Manual. Table 1, page 8, gives required nailing for plywood for four foot maximum differential in fill. If there is low backfill, a treated stud wall can be used in the lower part of the wall, with untreated material in the upper part. Figures 20, 21 and 22 show ways of reducing costs by using treated material only where necessary. 26 FIGURE 20— Daylight Basement End Walls Blocking in outer bay as required Plywood Floor joist All plywood edges fastened • to blocking or framing Concrete "key's between studs Concrete Plywood siding FIGURE 21— Basement Stub Wall (Low Backfill) 1 Treated stub wall It (I1 less than 1 2) L r 12(ruin.18 ") I Plywood Floor jo st / Untreated pony wall above treated stub wall Plywood siding B Top plate to top plate Caulk or "Z" flashing 8" min. NOTE: Fastenings at A, B and C shall be adequate to transfer soil pressure thrust from wall studs to floor system. Framing anchors may be required at "C" for very deep backfill, See Tables 1 through 5 for fastener schedules. FIGURE 22— Basement Wall (Partial Backfill) Floor joist Untreated 2 x _ top plates Blocking between studs Plywood (applied horizontally) A Studs to plate Z (optional framing anchor) Floor joist Untreated plywood siding Caulk or "Z" flashing 8" min. FIGURE 23 —Deep Backfill —More than 4 Feet Fastening Foundation Side Walls to Floor System ■ PRESSURE TREATED WOOD Floor joist C Plate to joist for very deep backlit' • rnI. • FIGURE 28—AWWF with Perimeter Drainage (Alternate to Sump System) • Polyethylene film Floor joist Concrete slab Perimeter Drain-4" minimum perforated pipe. Slope 1/4"/ft. min. to sewer or daylight. DO NOT DRAIN TO DRYWELL. Provide risers and cleanouts at corners. DO NOT RUN DOWNSPOUTS TO PERIMETER DRAINS. FIGURE 29—Basement AWWF , on Concrete Footing II PRESSURE TREATED WOOD Polyethylene film 7" Concrete footing 1 12" ( I story)1 15" (2 story) Floor joist Galvanized anchor bolt. Size and spacing as required. Concrete slab Gravel or crushed rock Provide drains through footing © 6' o.c., or 4" of gravel, crushed rock or coarse sand under footing and along the sides of the concrete. 30 TABLE 1— Plywood Fastener Schedule for AWWF1 -Use Stainless-Steel Fasteners Below Grade Fastener Equal Backfill (Max. 2 -ft. Differential) Unequal Backfill (Max. 4 -ft. differential) Long Walls3 Short Walls Panel Edges Intermediate Panel Edges Intermediate Panel Edges Intermediate 16 ga. x 11/2" Staple 4" 8" 4" 8" 4" Blocking required 8" .8d Common Nail 6" 12" 6" 12" 6" Blocking required 12" 6" 6" tln crawl space construction, provide a fastener within 11/2" of the bottom of each stud. 2 1n above•grade areas. hot-dipped or hot-tumbled galvanized steel, silicon bronze or copper nails may also be used. 3 Schedule applies when backfill on one long wall is higher than on the opposite one. When backfill is higher on one short wall than on the opposite one, use the schedule from the "Short wall" columns for the long walls, but for a length at least equal to one•half the length of the short wall. Then the "Long wall" schedule applies to the rest of the long walls, and all of the short walls. 4 A11 plywood panel edges shall be fastened to blocking or framing of 2•inch nominal lumber. TABLE 2— General Nailing Schedule Joint description Minimum' nail size Number or spacing Bottom plate to footing plate —Face nail Bottom plate to stud —End nail -2" plate —1" plate Top plate to stud —End nail minimum (See Table 3) Upper top plate to top plate —Face nail minimum (See Table 3) (No overlap of plywood) 10d 10d 8d 16d 1 Od 12" o.c. 2 2 2 8" o.c. Header joist to upper top plate —Toe nail minimum (See Table 4) Joist to upper top plate —Toe nail minimum (See Table 4) End joist to plate (joists parallel to wall) —Toe nail minimum (See Table 4) 8d 8d 10d 8d 16" o.c. 3 2 4" o.c. Plywood flooring to blocking at end walls (See Table 5) — — Window header support studs to window sill —End nail minimum Window sill to studs under —End nail minimum (See'Table 3) Window header to stud —End nail 16d 16d 16d 2 2 4 Knee wall top plate to studs —End nail Knee wall bottom plate to studs —End nail 16d 8d 2 2 Knee wall top plate to foundation wall —Toe nail Knee wall stud over 5' long to foundation wall stud —Toe nail at mid height of stud Knee wall bottom plate to footing plate —Face nail 16d 16d 8d 1 per stud 2 per stud 2 per stud space Window, door or beam pocket header support stud to stud —Face nail Corner posts —stud to stud —Face nail 10d 16d 24" o.c. 16" o.c. i lieavy loads may require more or larger fasteners or framing anchors. All lumber•to• lumber fasteners below grade may be hot-dipped or hot• umbled galvanized, except as noted, 2 Stainless.steel nails required. TABLE 3— Minimum Nailing Schedules: Top Plate to Stud and Plate to Plate Connections' Height of fill (inch) Treated lumber species End -nail treated top plate to treated studs Face -nail untreated top plate to treated top plate No overlap of plywood 3 /4" plywood overlap Nail size Number per joint Nail size Spacing (inch) Nail size Spacing (inch) 24 All 16d 2 10d 8 10d 16 48 All 16d 2 10d 8 l0d 16 72 A,B 16d 3 10d 6 10d 8 C,D 16d 4 10d 4 10d 4 86 A, 13 20d 3 10d 3 10d 4 C,D 20d 4 10d 2 10d 3 I Based on 30 pcf equivalent-fluid density soil pressure and dry lumber. 2 11ol'dipped, hot• tumbled or stainless•steel common wire nails. 3 Alternatively, may use "U" type framing anchor or hanger with nails and steel plate meeting requirements of UFI 2.4 and having a minimum load capacity (live plus dead load. normal duration) of 340 pounds in species combination "B" (see Table 10). 4 Allernalively, two nails 21/2 inches apart across the grain at twice the spacing Indicated may be used. 5 See Table 10, page 19, for required properties of lumber species. 8 TABLE 4— Minimum Nailing Schedules: Floor Joists to Wall Connections' Height of fill (inch) Joist spacing (inch) Joists perpendicular to wall Toe -nai12 T header joist to plate Toe -nail2 each joist to plate Framing anchors each joist to plate Nail sizes Spacing (inch) Nail sizes No. per joist 48 Of less 16 8d 16 8d 3 none 10d 16 ' 10d 2 none 24 Bd 8 8d 3 none 10d 8 l0d 2 none 72 16 8d 8 8d 3 none 10d 8 10d 2 none 8d 16 none none 1 24 10d 8 10d .i none 8d 16 none none 1 86 16 8d 8 none none 1 24 8d 4 none none 1 Height of fill (inch) Blocking3 between joists, spacing (inch) Joists parallel to wall Toe -nall end joist to plate Toe -nai12 blocking to plate Framing anchor' each Nail sizes Spacing (inch) Nail sizes No. per block block to plate 48 or less No blocking 8d 4 none none none 72 48 8d 4 8d 3 none l0d 4 10d 2 none 10d 6 10d 4 none 8d 6 none none 1 86 24 8d ' 4 none none 1 1 Based on 30 pcf equivalent-fluid density soil pressure and dry lumber. Untreated op plate not less than species combination "D" from Table 10, or species Group ill from National Design Specification, Table 8.1A. 2 Toe• nails driven at angle of approximately 30° with the piece and started approximately one.third the length of the nail from the end or edge of the piece. 3 See Table 5 for additional spacing requirements for blocking, and for subfloor to blocking nailing schedule. 4 Framing anchors shall have a minimum load capacity (live load plus dead load, normal duration) of 320 pounds per joist. If plate or joist is species combination "C" or "D ", then rated load capacity of anchors when installed In species combination "B" shall be not less than 395 pounds per joist. 5 Common wire steel nails. TABLE 5— Minimum Nailing Schedules: Subfloor to End Wall Blocking Height of fill (inch) Species of joist and blocking lumber' "A" or "B" "C" or "D" Block spacing (inch) Nails per block' Block spacing (inch) Nails per block' 6d 8d 6d 8d 60 48 4 3 48 b 4 72 48 I 8 6 48 11 8 24 3 2 24 5 3 86 24 7 5 24 9 7 tCommon wire nails. Nails shall be spaced 2 inches on centers or more; where block length requires, nails may be in two rows. 2 See Table 4 for additional requirements for block spacing and nailing. 3 Based on 30 pcf equivalent fluid density soil pressure and dry lumber. 4 See Table 10 for minimum properties of lumber species combinations. Other species in Group Ill, National Design Specification, Table 8.1A, require the same nailing as species grade combination "D ". 9 TABLE 6 —Types of Soils and Their Design Properties Soil group Unified soil classification system symbol Son description Allowable bearing in pounds per square foot with medium compaction or stiffness' Drainage Character- istics2 Frost heave potential Volume change potential expansion Group I Excellent • GW Well•graded gravels, gravel•sand mixtures, little or no fines. 8000 Good Low Low GP Poorly graded gravels or gravel•sand mixtures, little or no fines. 8000 Good Low Low SW Well•graded sands, gravelly sands, little or no fines. 6000 Good Low Low SP Poorly graded sands or gravelly sands, little or no fines. 5000 Good Low Low GM Silty gravels, gravel•sand•silt mixtures. 4000 Good Medium Low SM Silty sand, sand-silt mixtures. 4000 Good Medium Low Group II Fair to Good GC Clayey gravels, gravel-sand-clay mixtures. 4000 Medium Medium Low SC Clayey sands, sand•clay mixture. 4000 Medium Medium Low ML Inorganic silts and very fine sands, rock flour, silty or clayey fine sands or clayey silts with slight plasticity. 2000 Medium High Low CL Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, silty clays, lean clays. 2000 Medium Medium Medium Group III Poor CH Inorganic clays of high plasticity, fat clays. 2000 Poor Medium High MH Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silts. 2000 Poor High High Group IV Unsatisfactory OL Organic silts and organic silty clays of low plasticity. 400 Poor Medium Medium OH Organic clays of medium to high plasticity, organic silts. —0, Unsatis• factory Medium High Pt Peat and other highly organic soils. —0— Unsatis• factory Medium High 'Allowable bearing value may be increased 25 percent for very compact, coarse grained gravelly or sandy soils or very stiff fine.grained clayey or silty soils. Allowable bearing value shall be decreased 25 percent for loose, coarse.grained gravelly or sandy soils, or soft, fine•grained clayey or silty soils. 2 The percolation rate for good drainage is over 4 inches per hour, medium drainage is 2 to 4 inches per hour, and poor is less than 2 inches per hour. 3 Dangerous expansion might occur if these soil types are dry but subject to future wetting. FIGURE 2— Typical Excavation Conduit and Sump Plumb line 4 for Footings and Under -floor Tile, Pipes, 4 \ Batter board +• Saw kerf RI fl 1 1 111 . tilj�lll�l�lili111i1 l i 114 Back slope ,•, a,r t t11 liii 1 Sump Crushed stone or Chalkline I iI 0 11 1111 1 1 111 1 1 1 !' fjI 1 I l . Il 1 1i11 1 i � �i 1 1 i I I I I I 1 •1i 1 M �� 1 I 11110 ti, Top soil ;11111110 Iii !PP.' 5 ,` � !� lt 1 1 i � �! I li I i • t1 . - I l 1 �I 1 I II 11• • . . 1, i � !�R I ; 10 � •• ' "`` •!�`It'!E I�I�` I I l�i'i �i j1' 11 , I,i I i 1 [ I I! i1 I, I , , ��'= tt1;�1- c1 .11 t�1i; ii( ) Iti � III11 l _: 9111i1Et! i11 !I II {III I . :+d r ' 1'i ' , �+, It l ( 1 1 ` t 1i t ` ` ,, tEii :,. .,'i1' ,. . , , , . , �iyl • gravel I '. , t . I l �ti' -:-.-, ,.� .. ` r , •. ' � 1'li l l l l 1 1 1 I I Iii. it l ! Footing trench Crushed stone or gravel Soil pipe •' l 11 µ � . Lumber Species Group and Grade A Douglas Fir No. 1 Southern Pine No. 1 KD B Douglas Fir No. 2 Southern Pine No. 2 KD C Hem Fir No. 2 D Lodgepole Pine No. 2 Northern Pine No. 2 Ponderosa Pine No. 2 The plywood most commonly used for the AWWF is C -D Interior with exterior glue, usually referred to as CDX. C•C EXT can also be used and, if appearance is a factor, use A•C EXT, B -C EXT, C•C Plugged, or. MDO. All should be Group 1 species. (ingrooved textured 303 plywood siding may also be treated for use in the AWWF to match or complement the siding on the upper stories. The plywood should be at least 1/2 inch CDX, if the face grain is parallel to the studs. If the face grain is across studs, 3/8 inch may be used provided the difference in height of fill on opposite side of the foundation does not exceed three feet. If the difference exceeds three feet, use Table 11. Design Details for the Crawl Space AWWF The AWWF adapts easily to almost any building configuration and handily fits on either a level or sloping lot. And it's an ideal companion for the Plenwood System; a better way to heat and cool a house. FIGURE 4 —Crawl Space Floor joist 18" min. 6" min. 8" min. 2 x _ stud wall Polyethylene film d ---'{; 2d . PRESSURE TREATED WOOD Field applied 2 x _ top plate 2 x top plate Finished grade slope 'h" per foot for minimum 6' from well Plywood x _ bottom plate 2 x _ footing plate Where footing is used for drainage, cover with asphalt paper or polyethylene strips Below frost line Gravel or crushed stone footing The Plenwood System is based on a simple concept: Instead of furnace ducts, the entire underfloor area is used as a plenum chamber for the distribution of warm or cool air to floor registers. The plenum itself is simply an insulated crawl space. It is sealed by a polyethylene vapor barrier laid over the ground and up and over the foundation walls which are then insulated. The design details shown here illustrate the simplicity of the AWWF crawl space wall in conventional house construction. Intermediate center posts are easily installed. The drawings also illustrate the use of the AWWF in areas of deep frost penetration and with slab on grade floors. 15 ..— ...� Design Example Selection of Lumber, Plywood and Fasteners for a Typical AWWF Basement Design 1. Check soil properties: Table 6 shows that the soil (this example) is Group II and is satisfactory for wood foundations. Group II soils require polyethylene film and gravel or crushed stone backfill for half the height of total fill against wall. (See Figure 12.) Use sump per Figures 9 and 10. 2. Select wall framing: See Table 10. For a one -story house with basement, 28 feet wide or less, and a six foot fill, use 2 x 6 "C" grade studs at 12 inches. 3. Select footing plate: See Table 7. For a one -story house up to 28 feet wide, use a 2 x 8 footing plate, "D" grade minimum. For simplicity use "C" grade. 4. Select plywood thickness and grade: See Table 11. For six foot fill and studs 12 inches on center, use: ' inch APA C -D 32/16 Interior plywood with exterior glue (face grain across studs), with no blocking required; or 5/8 inch APA STRUCTURAL I C -D 42/20 Interior plywood with exterior glue (face grain parallel to studs). If panels are not continuous over three stud spacings, provide blocking 24 inches above bottom plate. 32 Floor: Live load - 40 psf Dead load - 10 psf Total load - 50 psf Grade strip 6•mil polyethylene film 5' /z" Beam 3 posts — equally spaced Post 14' /z" Gravel footing thickness is '// width of footer plate. ■ PRESSURE TREATED WOOD Roof live load - 40 psf 26' Lower top plate not required to be treated in this case, since backfill is at least 8" below plate. ' /z" C•D INT 32/16 with ext. glue —no blocking required between studs. (face grain across studs.) Roof truss 44' FOUNDATION PLAN Plywood and floor joists @ 16" o.c. Soil: Sand.clay mixture 2 x 6 rp 12" o.c. — "C" grade (Hem Fir No. 2) Asphalt paper or polyethylene strips 1x screed, or concrete "keys" between studs Polyethylene film Concrete slab 3" or 4" 4" 4- Gravel, crushed rock, or coarse sand. x 8 footing plate — "C" grade (Hem Fir No. 2) Gravel footing width Is twice width of footer plate 5. Select plywood fasteners: See Table 1. Since there is equal backfill around the perimeter, use 16 gauge x 11/2 inch stainless steel staples spaced at four inches o.c. at panel edges and eight inches o.c. at intermediate supports. If 8d stainless steel nails are used, spacing is six inches at edges and 12 inches at intermediate supports. 6. General nailing schedule: See Table 2. Note that Table 2 is the minimum nailing schedule and that more or larger fasteners or framing anchors may be required in some cases. 7. Plate -to -stud and plate -to- plate nailing: See Table 3. For 72 inch fill and "C" grade lumber, select four 16d end • nails in studs and 10d at four inches o.c., face nailing to connect the top plates. 8. Floor - joist -to -wall connection: See Tables 4 and 5. Table 4 gives several options for joist-to-wall nailing. Since 10d nails are used for joining top plates, use option for 10d nails. Beam pockets in end walls: See Table 12. Member sizes have been selected from Table 10 based on "C" grade lumber. The table shows that two 2 x 4 "B" grade support studs could also be used. To avoid using two lumber grades, it is more practical to overdesign the support studs. Post and piers at center of house: See Figure 15. These can be the same as the posts and piers used for conventional foundations. 8 -8d per block (see Table 5) ■ PRESSURE TREATED WOOD 10d 4" o.c. 2 x 6 12" o.c. (treated) 4 -16d per stud 2 x 6 stud @ 12" o.c. Plywood subfloor Floor joist @ 16" o.c. 2 -10d toe nails per joist Plywood subfloor Blocking @ 48" o.c. (outer space only) Joists ® 16" o.c. 2-10d nails each block End wall Contributary floor area — 1/4 x post spacing x width of house. - 1/4 x 11 ft. x 26 ft. - 71.5 sq. ft. Load to beam pocket - Contributary area x floor uniform load 71.5 sq. ft. x 50 psf - 3575 lb. Floor joists in.line or lapped over beam Floor beam —size and grade as req'd. 2 -2 x 6 "C" grade with 1/2" plywood spacer (treatment not req'd. if more than 8" from soil) 4 -2 x 4 support studs (treated) 33 • ,. , l �, al�wt., N�: f,.,{. �. �or.: F:<< yi$-': ��: K JT L' ^"8::ffiii�4:c� ? °ki. i r, �, 4x7S' pT. Si: ��7�Vi '�H.:'XSix'a:4"py7a.."J'Va• ACTIVITY NUMBER D97 -0218 DATE 9/17/97 PROJECT NAME LINDAL CEDAR HOMES DEPARTMENT: f j BUILDING DM ION FIRE VENTION p P DIVISION 0 PUBLIC A WORKS 11 STRUCTURAL [J PERMIT COORDINATOR • I DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE p COMMENTS �AY Peyrn COOYaft*bY Cc*j PLAN REVIEW / ROUTING SLIP TUES /THURS ROUTING: PLEASE ROUTE 11 NO FURTHER REVIEW REQUIRED I ROUTED BY STAFF p (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL I I APPROVALS OR CORRECTIONS: (ten days) APPROVED p APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) 0 REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED 0 REVIEWERS INITIAL C:ROUTE -F NOT COMPLETE p DATE DATE APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) 0 DATE 5345'.RltL++ +OIVA!x:,n 1.WEItSN11 10111 1?S^.,70 ; vAr M.t DUE DATE 9/18/97 NOT APPLICABLE p DUE DATE 10/02/97 DUE DATE (Certification of occupancy required. ) -, 1'± M.i7; ,,ii -, zu II4,rr4r. e115: 4ldCAu.. nu, u.- ein: a+.• IVWFO«+ na..^, w: r¢ nxr. r,,,• m.: i. xxu •..- ..w...1,...,n..as•.r.,.:. w+w.,r,.:..w.,no.,.•r+..... DEPARTMENT: BUILDING DIVISION III L�. PUBLIC WORKS COMPLETE COMMENTS • REVIEWERS INITIAL PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0218 DATE 9/17/97 PROJECT NAME LINDAL CEDAR HOMES l J DETERMINATION OF COMPLETENESS: (T,Th) NOT COMPLETE TUES /THURS ROUTING: PLEASE ROUTE n NO FURTHER REVIEW REQUIRED ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS C REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED F7 APPROVED WI CONDITIONS FIRE PREVENTION E PLANNING DIVISION ll STRUCTURAL n PERMIT COORDINATOR Q DATE 43 i— I 4 17 NOT APPLICABLE NOT APPROVED (attach comments) DATE °` V 1 1l REVIEWERS INITIAL DATE DUE DATE 9/18/97 DUE DATE 10/02/97 DUE DATE NOT APPROVED (attach comments) 0 (Cerdfiadon of occupancy required. ?ciw+ Coo/d. COP/ PLAN REVIEW / ROUTING SL D• DATE a1n197 ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION 5P•r FIRE PREVENTION xi PUBLIC WORKS Rf4at A DETERMINATION OF COMPLETENESS: (T,Th) v TUES /THURS ROUTING: PLEASE ROUTE REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F • ROUTED BY STAFF ri (If routed by staff, make copy to master file & enter Sierra.) DATE CORRECTION DETERMINATION: APPROVED l l APPROVED W/ CONDITIONS DATE PLANNING DIVISION 0 PE } 1`!T COODI I DUE DATE 91210/97 COMPLETE n NOT COMPLETE l l NOT APPLICABLE COMMENTS Per Mechem, Jenkins p I nna - I soy NO FURTHER REVIEW REQUIRED El C DUE DATE 11/97 S` APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED WI CONDITIONS C. NOT APPROVED (attach comments) CO Wcktu� � ( � q\CU �- (I-ATE a�. R.E:��I�YERS INITIAL D r 1 DUE DATE NOT APPROVED (attach comments) E (Cudficarion of occupancy rcquircd. ) I NC COMMENTS REVIEWERS INITIAL t\ kREVIEWERS INITIAL APPROVED REVIEWERS INITIAL C:ROUTE -F PLAN REVIHW / ROUTING SLIP ACTIVITY NUMBER 1 04:7•17 DATE sr `25 q7 PROJECT NAME Linc4 C1ar -Home s DEPARTMENT: BUILDING DIVISION FIRE PREVENTION 11 PLANNING DIVISION' E PUBLIC WORKS STRUCTURAL El PERMIT COORDINATOR Q DETERiM] NA ON OF COMPLETENESS: (T,Th) COMPLETE NOT COMPLETE E h ave been g'0 7075 Q ROUT' G: PLEASE ROUTE NO FURTHER REVIEW REQUIRED E TUE S /TIICTRS IPI ROUTED BY STAFF E (If routed by staff, make copy to master file & enter Sierra.) APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPRO D W/ CONDITIONS CORRECTION DETERVE NATION: APPROVED WI CONDITIONS DATE /c..c,p /. 7 DATE 9/6/1 DATE NOT APPLICABLE fl DUE DATE pi2l./97 DUE DATE q Mtn NOT APPROVED (attach comments) V DUE DATE NOT APPROVED (attach comments) (Ccr iiicaIIoa of occupancy RQui cd, ) 1 'hi'25�1 x1'1}Af.)N+riwN.Y.�'� »MW�YN� REVIEWERS INITIAL PLAN REVIEW / ROUTING SLIP qi og • ACTIYTTY NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION C PUBLIC WORKS i FIRE PREVENTION II PLANNING DIVISION' STRUCTURAL .PERMIT COORDINATOR 0 DUE DATE S ' 1 2(DT 97 COMPLETE Li NOT COMPLETE NOT APPLICABLE COMMENTS Per Michael Jnkrns P !alining 1560 rwe been g&f • elaf75 Q O. k TUES /THURS ROUTL 'G: PLEASE ROUTE I NO FURTHER REVIEW REQUIRED DETERMINATION OF COMPLETENESS: (T,Th) L)9 ROUTED BY STAFF l ! (If routed by staff, make copy to master Cale & enter Sierra.) APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED WI CONDITIONS DATE REVIEWERS INITIAL DATE CORRECTION DETERMINATION: DUE DATE APPROVED APPROVED W( CONDITIONS REVIEWERS INITIAL c:ROUTE -F DATE DATE 25 q NOT APPROVED (attach comments) DUE DATE q �� 97 NOT APPROVED (attach comments) (Ccrdficarioa of occupancy required. ) �.�...........�.,.r:�wr aria. n: aec�+ �.< x• rra:..+ www•.�,erp..r+..h..a.,�.ow...0 .._ .. .M' J PLAN REVTFW / ROUTING SLIP ACTIVITY NUMBER jil OI DATE PROJECT NAME DEPARTMENT: BUILDING DIVISION PUBLIC WORKS l STRUCTURAL DETERIVIINATI0N OF C0MPLETENESS: (T,Th) DUE DATE $• COMPLETE i - COI M ENTS TUES /THITRS ROUTING: APPROVED REVIEWERS INITIAL REVTEWWERS INTI'IAL L'nd4% Cedar I1omes FIRE PREVENTION E NOT COMPLETE E have bee 4ddcessed • phis o 0. K PLEASE ROUTE Li NO FURTHER REVIEW REQUIRED a ROUTED BY STAFF E (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL AN DATE 63 /2L. !`'.L1` 1 APPROVALS OR CORRECTIONS: (ten days) APPROVED W/ CONDITIONS CORRECTION DETERMINATION: APPROVED APPROVED W/ CONDITIONS DATE DATE PLANNING DIVISION' .PERMIT COORDNATOR NOT APPLICABLE L-__1 DUE DATE ////97 NOT APPROVED (attach comments) DUE DATE NOT APPROVED (attach comments) (C.roficacon of occupancy required. 25q 1 21.4.10 • ROUTED BY STAFF REVIEWERS REVIEWERS INITIAL, itEVEEWER.S INiTIAL ACTIVITY NUIVD3ER PROJECT NAME DEPARTMENT: DIVISION 1 PUBLIC WORKS ...m.1.11..”.ns+PrAt,e41.0...fsfar,..............r.f....mrmoroa.......m. • mg • PLAN REVTF,W / ROUTING SLIP Dcrl•0•947 DATE • FIRE PREVENTION STRUCTURAL DETERMINATION OF COMPLETENESS: (T,Th) APPROVALS OR CORRECTIONS: (ten days) APPROVED El APPROVED WI CONDITIONS APPROVED fl APPROVED W/ CONDITIONS 111.1■11 DATE DATE r make copy to master file & enter Sierra.) DATE .511 4Ar? PLANNING DIVISION' .PERMIT COORDINATOR 0 25 DUE DATE gi 9 7 COMPLE NOT COMPLETE H . NOT APPLICABLE 1:1 cciRKENTs Michael sRnitens pkoinirq ISSlitt5 , rmtle beer) ciddreAsfia • pops gee ag . TUES/THURS ROUTING: PLEASE ROUTE pi NO FURTHER REVIEW REQUIRED., 1 DUE DATE C l NOT APPROVED (attach comments) 1 CORRECTION DETERMLNATION: DUE DATE NOT APPROVED (attach comments) (Certiftcalion ot occupancy required. ACTIVITY NUMBER D97-0218 PROJECT NAME • Poserty4 Cziorctirtotor Coe PLAN REVIEW / ROUTING SLIP DEPARTMENT: BUILDING DIVISION 0 FIRE PREVENTION gi PLANNING DIVISION 0 NIA ilozIci) PUBLIC WORKS 0 STRUCTURAL EI PERMIT COORDINATOR 111 4 DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 7/08/97 c—A PlannirCi COMPLETE El NOT COMPLETE 126 rn NOT APPLICABLE COMMENTS R.11.011(.. LflOrK &lI 11/4e ut.Q :-Lbr ..1 tAJ , ltaslq7 earnplift TUES/THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.), REVIEWERS INITIAL LCA( ■n(orpW appkat+con rnoOcilp/ DATE ICfP I I APPROVALS OR CORRECTIONS: (ten days) APPROVED 17 APPROVED W/ CONDITIONS El NOT APPROVED (attach comments) 0 REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED Ei REVIEWERS INITIAL C:ROUTE-F • • 4,VV.,..V.ti..10,11,. ■■■ FM1., 0 LINDAL CEDAR HOMES SALES OFFICE DATE DATE DATE 7/03/97 DUE DATE 7/22/97 DUE DATE APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) 0 (Certification of occupancy required. • • • ' 1 %iii?!!,4 k ^tY'. h'I f::7t7jirr' �N:�F. +7Fi ?f �:Tin�.grve.ynt PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0218 PROJECT NAME LINDAL CEDAR HOMES SALES OFFICE DEPARTMENT: BUILDING DIVISION r FIRE PREVENTION ❑ PLANNING DMSION PUBLIC WORKS ❑ STRUCTURAL ❑ J DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE NOT COMPLETE ❑ NOT APPLICABLE ❑ COMMENTS TUES /THURS ROUTING: PLEASE ROUTE FV NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F CORRECTION DETERMINATION: APPROVALS OR CORRECTIONS: (ten days) APPROVED ❑ APPROVED W/ CONDITIONS ❑. DATE 7 DATE APPROVED 17 APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ DATE DATE 7/03/97 PERMIT COORDINATOR ❑ DUE DATE 7/08/97 DUE DATE 7/22/97 d NOT APPROVED (attach comments) ❑ DUE DATE (Cettificadon of occupancy rcquircd. ) ACTIVITY NUMBER D97 - 0218 PROJECT NAME DEPARTMENT: BUILDING DMSION El FIRE PREVENTION PLANNING DIVISION ❑ PUBLIC WORKS ❑ STRUCTURAL ❑ PERMIT COORDINATOR ❑ I DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 7/08/97 COMPLETE ❑ NOT COMPLETE ❑ NOT APPLICABLE / COMMENTS TUES /THURS ROUTING: PLEASE ROUTE ❑ NO FURTHER REVIEW REQUIRED, ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL REVIEWERS INITIAL PLAN REVIEW / ROUTING SLIP LINDAL CEDAR HOMES SALES OFFICE DATE APPROVALS OR CORRECTIONS: (ten days) APPROVED ❑ APPROVED W/ CONDITIONS ❑ CORRECTION DETERMINATION: APPROVED ❑ APPROVED WI CONDITIONS ❑ DATE .,ti :'. ,.til!Ca- paN ^+RWatT,rrMrMh+"v..r REVIEWERS INITIAL DATE DATE 7/03/97 DUE DATE 7/22/97 NOT APPROVED (attach comments) ❑ 4 DUE DATE NOT APPROVED (attach comments) ❑ PROJECT NAME REVIEWERS INITIAL REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED ❑ REVIEWERS INITIAL PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0218 TUES /THURS ROUTING: LINDAL CEDAR HOMES SALES OFFICE DEPARTMENT: BUILDING DIVISION El FIRE PREVENTION El PUBLIC WORKS ❑ STRUCTURAL ❑ 4 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE ❑ NOT COMPLETE COMMENTS 'N eeeA v‘I' v;et c 1j etAt. 1 G uI &k 1 e 4 ftv 644d. 4 i n Gc-l k) c� 7' Cc" PLEASE ROUTE n NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) APPROVALS OR CORRECTIONS: (ten days) DATE APPROVED n APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ DATE i APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ DATE DUE DATE DATE 7/03/97 PLANNING DIVISION PERMIT COORDINATOR ❑ DUE DATE 7/08/97 NOT APPLICABLE ❑ � 7/22/97 r DUE DATE (Certification of occupancy requited. ) PROJECT NAME DEPARTMENT: BUILDING DIVISION PUBLIC WORKS REVIEWERS INITIAL APPROVED C:ROUTE -F ::M,f.L1TbSS`: PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0218 N CORRECTION DETERMINATION: LINDAL CEDAR HOMES SALES OFFICE FIRE PREVENTION C STRUCTURAL C DATE 7/03/97 PLANNING DIVISION PERMIT COORDINATOR 0 $ s DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 7/08/97 COMPLETE NOT COMPLETE COMWENTS N Ifs) P /?.l NOT APPLICABLE C Fo,e co/-t G . ,0,q ✓ g fr! ; / r. .' y TUES /THITRS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED C ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REV EWERSV INITIAL /�� i� t, l ( � DATE 1 /,2 S�� � APPROVALS OR CORRECTIONS: (ten days) DUE DATE X7/22 APPROVED APPROVED W/ CONDITIONS E NOT APPROVED (attach comments) C APPROVED W/ CONDITIONS DATE REVIEWERS INITIAL DATE DUE DATE NOT APPROVED (attach comments) CI (Certification of occupancy required. ) WATTSUN 5.5 FILE: M: \ \KAA \ \96\ \96108 \ \9610805.WS Site: TUKWILA, WA ( ) - Homeowner: LINDAL CEDAR HOMES ( ) Builder: LINDAL CEDAR HOMES ( ) The PROPOSED design COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component On Grade Slab Floor Glazing @150 Doors AG Wall Ceiling, Vault Infiltration PROPOSED DESIGN COMPONENTS Component 1994 WA STATE ENERGY CODE COMPLIANCE REPORT Description On Grade Slab RO Uninsulated Floor R19 vented Joist 16oc REFERENCE 1011 3.11 Analyst: JLK Jurisdiction: CITY OF TUKWILA Utility: House Type: Single Family Floor Area: 5439 ft2 Weather Data: Seattle, WA Climate Zone: 1 *COMPLIES* with 1994 WA State Energy Code. PROPOSED 898 Btu /hr -F 3.68 kWh /ft2 -yr Reference Value X F -0.540 U -0.041 U -0.650 U -0.390 U -0.062 U -0.034 ACH -0.350 Value F -0.730 U -0.041 Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non- standard values - check calculation of thermal value. Page 1 09/16/97 HOUSE ID: 96108.05 Area = UA 226ft 122.0 281 11.5 815.8 530.3 60.0 23.4 3866 239.7 2463 83.7 44022ft3( 282.0) Reference UA 1011 X Area = UA 226ft 165.0 281 11.5 RECEIVED CITY OF TUKWILA SEP 1 71997 PERMIT CENTER WATTSUN 5.5 1994 WA STATE ENERGY CODE COMPLIANCE REPORT FILE: M:\\KAA\\96\\96108\\9610805.WS Glazing @220 * *2g1 WOOD FRAME * *2g1 FRENCH DR. 3/8" Doors Wood 1 3/8 ", solid flush AG Wall R21 STD Lap Wood Skylights @1 % * *2g1 WOOD FRAME Ceiling R30 batt Vault vented 2x12 Infiltration Standard Air Sealing Struc Mass Light. Frame, Sheetrock walls HEATING /COOLING /VENTILATING SYSTEMS, Heating System Type: Make: Model: System Efficiency: Backup AFUE: Modified Efficiency: Design ACH: Design Load(at 44F dt): Duct Losses(% Dsn Load): Total Load: System Size(Output): Outdoor Unit Size: Auxiliary Size: HP Balance Point: Average Annual Heat: Annual Cost: Ventilation System: Cooling System: SEER: Cooling Load(at 4F dt): System Size( %Over): Annual Cool Requirement: Solar Access: PROPOSED Heat Pump: Air Source Deluxe H.P. 544BJ018/510B024 6.9 HSPF 100.0'6 (Electric) 148 0.60 62911 4613 67524 101500 1.5 24.0 53 29000 kWh $ 1600 Integrated Spot & Whole House U -0.340 U -0.490 U -0.390 U- -0.057 U -0.340 24oc U -0.033 ACH -0.350 Btu /hr Btu /hr( 7 %) Btu /hr Btu /hr (150 %) Tons ( @47F) kW (150 %) F NONE 0.0 (Ducted) Btu /hr tons( @125 %) kWh /yr Partially Shaded Page 2 Proposed UA M- 3.000 5439 09/16/97 HOUSE ID: 96108.05 1141.0 387.9 40.0 19.6 60.0 23.4 3501 199.6 32.0 10.9 2431 80.2 44022ft3 (282.0) 898 16317 SUPPLY RETURN .;GLAZING ORIENTATION PROPOSED DUCT SYSTEM Location Avg Rvalue Surface Area Vented crawlspace R-8.0 281.0: ft2 • All in heated space PROPOSED South . ft2 North • Southeast : Northwest East : . . West • Northeast : . Southwest : • Eff S Glz: . 4.5% PROPOSED 1181.ft2 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 5.5 1994 WA STATE ENERGY CODE COMPLIANCE REPORT 09/16/97 FILE: M:\\KAM\96\\96108\\9610805.WS HOUSE ID: 96108.05 �. s; l}y�J >. f. x �f'fsu%�i } �!1 Yu�,?) �.`;i; ? a ?,•: ` , :;�v;,;, *:�! " !#:�'a `" . + i iii tA�sdh?eu< uux�s „a3r nr ^�.n0a As ins. w+ �n�„ e.......... ,..w.»w..w w am,»sea ror.,ncw,s itw+mv.•wr_+maa�AY -;.'! �.x.�..rv.. .9tn �lti.. �l. ..YY'. .. -: }i�.r ” \'�.�:Y:, :N,:Y�:';, ':N•hY:- �r; s m, o REVISION SUBMITTAL DATE: CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PROJECT NAME: i fl • ► flomes PROJECT ADDRESS: OO 6 10 pi CONTACT PERSON: 1�7h37 `% /s' - PHONE: / REVISION SUMMARY: e ari7/77eVi 7 /;Pp� . / ie' / i �JG/ /// Jh/JD/, _ �/M ? 39l� 7 2 14, -4 �-o �5e-, r,,ft / '- ,.. e�'rv�r,�i �C�or7 .X-1 J 4.' . � / ,7, 5 r���,- �- .A-,f -r e fl41_ � nom/ /l'l? fe i /%©74C/ 4, .AZP "/ '. A/ h-1 ' %r�/ 4 4/ '-' . L o;-{% / 7 t%y A /4// y 7/.7 h- ,(GI 4A (C/ Z ee. � e ,„ „, / /'r ./ GZ/d • fir % ✓ r � LJ� 11 /11 / r'l /r / ,i l /4 41/ f' / / . l !/ �/l �%y'�� %�rl• SHEET NUMBER(S) OAP/ , /.),7i / ,4I "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: ..r'��4 /�l' Bldg. Planning P AN CHECK/PERMIT NUMBER: Fire D'ThOZI8 CITY USE ONLY Public Works RECEIVED CITY OF TUKWILA SEP 1 71997 PERMIT CENTER 3/19/96 Plan Reviewer: TUKWILA BUILDING DIVISION PLAN REVIEW COMMENTS DATE: September 5, 1997 PROJECT NAME: LINDAL CEDAR HOMES PLAN CHECK NO.: D97-0218 If you have any questions regarding these comments you may call Bob Benedicto at (206) 431-3670. /1. The proposed addition to the model/office building will extend to less than 20 feet of the South property line. Exterior walls of Group B occupancies that are located < 20 feet • from property lines must be of not less than one hour fire resistive construction. Provide • a detail to plans to show a proposed method for this required construction. Vi The proposed new ramp for barrier free access must show compliance with UBC • Chapter 11, Section 1106.8. Provide notes or otherwise detail the dimensional requirements of the ramp, landings and handrails on the plan. • Identify barrier free parking stalls, dimension requirements and required signage as • prescribed in UBC Chapter 11. Note: The accessible route of travel from the barrier free parking stalls to the ramp must not (where possible) require travel across or in a vehicular lane of travel. 4. The addition must show compliance with the Washington State Energy Code. Detail or otherwise note on plans the energy code requirements for the building envelope and including glazing performance requirements for new windows. September 11, 1997 City of Tukwila Department of Community Development Steve Lancaster, Director Mr. John Kappler Kappler Associates Architects 13400 Northup Way, Suite #33 Bellevue, Washington 98005 Dear Mr. Kappler: SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D97 -0218 Lindal Cedar Homes 4300 S 104 PI This letter is to inform you of corrections that must be addressed before your application for development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed review comments from the Building Division. At this time the Public Works Department, Planning Division and the Fire Department have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Sincerely, y 9 . -p 5 Kelcie J. Peterson Permit Coordinator Enclosures File: D97 -0218 John W. Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 DATE: September 5, 1997 • PROJECT NAME: LINDAL CEDAR HOMES PLAN CHECK NO.: D97-0218 Plan Reviewer: TUKWILA BUILDING DIVISION PLAN REVIEW COMMENTS If you have any questions regarding these comments you may call Bob Benedicto at (206) 431-3670. 1. The proposed addition to the model/office building will extend to less than 20 feet of the South property line. Exterior walls of Group B occupancies that are located < 20 feet from property lines must be of not less than one hour fire resistive construction. Provide a detail to plans to show a proposed method for this required construction. 2. The proposed new ramp for barrier free access must show compliance with UBC Chapter 11, Section 1106.8. Provide notes or otherwise detail the dimensional requirements of the ramp, landings and handrails on the plan. 3. Identify barrier free parking stalls, dimension requirements and required signage as prescribed in UBC Chapter 11. Note: The accessible route of travel from the barrier free parking stalls to the ramp must not (where possible) require travel across or in a vehicular lane of travel. 4. The addition must show compliance with the Washington State Energy Code. Detail or otherwise note on plans the energy code requirements for the building envelope and including glazing performance requirements for new windows. • July 28, 1997 Mr. John Kappler Kappler Associates Architects 13400 Northup Way, Suite #33 Bellevue, Washingtnn 98005 Dear Mr. Kappler: City of Tukwila Department of Community Development Steve Lancaster, Director SUBJECT: Development Permit Application Number D97 -0218 NOTICE OF INCOMPLETE APPLICATION Lindal Cedar Homes 4300 S 104 PI John W Rants, Mayor Planning Division: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on July 3, 1997 was determined to be incomplete. Before your permit application can begin the plan review process the following requirements from the Planning Division must be met. Contact Michael Jenkins, Assistant Planner, at 431 -3685 if you have any questions regarding the following comments. 1. Parking analysis of existing and proposed capacity and proposed stalls with dimensions needs to be shown on the plans. 2. Applicant must ensure that where appropriate that City's tree regulations (TMC 18.54) are maintained. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 4313665 Mr. John Kappler July 28,1.997 . . Page 2 Sincerely, K elcie J. e erson - . Permit Coordinator • -; , Enclosures File: • D97-0218 If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431- Sections: 18.54.010 18.54.020 18.54.030 18.54.050 18.54.060 18.54.070 18.54.080 18.54.090 18.54.100 18.54.110 18.54.120 18.54.130 18.54.140 18.54.150 18.54.160 18.54.170 18.54.180 18.54.190 18.54.200 Chapter 18.54 TREE REGULATIONS Title. Purpose. Scope. Permit - exempt activities. Permit - mandatory standards. Permit required. Permit application materials. Waiver to permit materials. Permit application fee. Applicant insurance required. Applicant security required. Permit approval criteria. Permit exceptions. Permit processing and duration. Permit conformance. Violations. Enforcement. Liability. Conflicts with existing codes and ordinances. 18.54.010 Title. This Ordinance shall be known as the City of Tukwila "Tree Ordinance," and may be so cited. (Ord. 1758 §1(part), 1995) 18.54.020 Purpose. This purpose of this chapter is to: 1. Mitigate certain environmental conse- quences of land development, and to maintain and improve the quality of Tukwila's urban environment. 2. Promote building and site planning prac- tices that are responsive to the community's natural environment, without preventing reasonable devel- opment of land. 3. Regulate clearing of trees and understory vegetation in the City of Tukwila, in order to: a. Maintain and enhance the aesthetic, ecological and economic benefits provided by vegeta- tion, such as: (1) (2) (3) (4) (5) (6) ( (8) Printed May 8, 1997 providing wildlife habitat; reducing runoff and soil erosion; reducing air pollution; masking noise; reducing wind speed and urban "wind tunnels "; energy conservation, cooling of urban centers; increasing real property values; enhancing visual and aesthetic qualities of the urban environ- ment. TITLE 18 — ZONING b. Maintain the viability of existing stands of trees and understory vegetation. c. Promote retention of native vegetation in sensitive areas and their buffers, shoreline areas, and wildlife habitat areas. 4. Provide a means to implement the requirements of the Sensitive Areas Overlay District chapter of this title, relative to vegetation removal in sensitive areas and sensitive area buffers. (Ord. 1758 §1(part), 1995) 18.54.030 Scope. This chapter sets forth rules and regulations to control clearing of trees and understory vegetation within the City of Tukwila. (Ord. 1758 §1(part), 1995) 18.54.050 Permit - exempt activities. The following activities are exempt from the application of this chapter and do not require a Tree Clearing Permit: 1. Clearing of any vegetation; UNLESS the site on which clearing is to occur is located in a sensitive area, sensitive area buffer, or shoreline zone. 2. On sites within a sensitive area, or sensi- tive area buffer, or shoreline zone: a. Clearing of up to 4 significant trees on a site currently zoned and developed for single family residential use within any 36 -month period; UNLESS the significant trees to be removed are located within a wetland, watercourse and their associated buffers or within the shoreline zone. b. Clearing of any vegetation located out- side a sensitive area, sensitive area buffer or outside the shoreline zone. c. Removal of hazardous trees. d. Routine maintenance of vegetation necessary to maintain the health of cultivated plants, to contain noxious weeds, or to remedy a potential fire or health hazard or threat to public safety per TMC 8.28, Nuisances. e. Vegetation removal necessary to the operation of an established Christmas tree farm or commercial plant nursery. f. Construction and maintenance of streets and utilities within City- approved rights -of -way and easements. (Ord. 1758 §1(part), 1995) 18.54.060 Permit - mandatory standards. All removal of significant trees and understory vegetation shall be undertaken in accordance with the mandatory standards specified in this chapter, except as provided in the Waiver to Permit Materials or Exceptions sections of this chapter. (Ord. 1758 §1(part), 1995) Pa •e 18 -89 Diameter of Existing Tree Removed No. of Replacement Trees Required 4. 8 inches 1 8 - 12 inches 2 12 - 18 inches 4 18 - 24 inches 6 >24 inches 8 L Printed May 8, 1997 C. All insurance policies obtained in accordance with these provisions shall name the City of Tukwila as an "additional insured" and shall be written by a company licensed to do business in the State of Washington. (Ord. 1758 §1(part), 1995) 18.54.120 Applicant security required. To mitigate damages should they occur as a result of clearing which is not authorized by a Tree Clearing .Permit, the Director may require from the applicant a bond, letter of credit, or other means of security acceptable to the City. The following provisions shall apply in instances where such securities are required: 1. The required security shall be submitted prior to the issuance of a Tree Clearing Permit. 2. The security shall be equal to City Staffs best estimate of possible costs directly associated with replacement of cleared vegetation which has not been authorized to be cleared under a Tree Clearing Permit (e.g. the replacement of vegetation approved for retention, or the installation of replacement plantings which the applicant has failed to install as required). In no case shall the security exceed an amount equal to 2.5 times the current cost of replacing the plants per the Tree Replacement requirements of this chapter. 3. The security shall not be fully released without final inspection and approval of completed work by the City, submittal of any post - construction evaluations, or following any prescribed trial mainten- ance period required in the permit. 4. Securities provided in accordance with this chapter may be redeemed in whole or in part by the City of Tukwila upon determination by the Director that the applicant has failed to fully comply, within the time specified, with approved plans and /or any remedial or enforcement actions mandated in accordance with this chapter. (Ord. 1758 §1(part), 1995) 18.54.130 Permit Approval Criteria. To the extent that vegetation retention and /or replacement is consistent with project feasibility or reasonable use of the property, vegetation clearing shall be planned and conducted to meet all of the criteria below. These criteria shall be the basis for approval, approval with conditions or denial of any tree clearing included in a Tree Clearing Permit application. 1. Tree Retention — Site improvements shall be designed and constructed to retain as many existing healthy trees as possible, and to meet the following criteria: a. Priority shall be given to retention of existing stands of trees, trees at site perimeter, trees within the shoreline Low Impact Environment, in Sensitive Areas or Sensitive Area Buffers, and healthy mature trees. b. All understory vegetation within the essential root zone of protected trees shall be: TITLE 18 — ZONING (1) retained; OR (2) removed by methods which are non - damaging to the tree, and replaced with vegetation with horticultural requirements which are compatible with protected trees. c. Vegetation removal shall be under- taken in such a manner as to preserve, to the degree possible, the aesthetic and ecological benefits provided by such vegetation. 2. Tree Protection Measures — a. The proposal shall include tree protec- tion measures which meet or exceed best manage- ment practices and current standards of professional arboriculture, and which are sufficient to ensure the viability of protected trees and other vegetation identi- fied for retention pursuant to requirements of this chapter, and shall include measures sufficient to protect any Sensitive Area, its Buffer and vegetation within the shoreline Low Impact Environment. b. During clearing and /or construction activities, all protected vegetation shall be surrounded by protective fencing which prevents adverse impacts associated with clearing from intruding into areas of protected vegetation. 3. Tree Replacement — The site shall be planted with trees to meet the following minimum requirements: a. Each existing significant tree removed shall be replaced with new tree(s), based on the size of the existing tree as shown below, up to a maximum density of 70 new trees per acre. b. Tree Replacement Ratios c. Prior to any vegetation removal, the applicant shall demonstrate through a Landscape Plan, Sensitive Area Mitigation Plan or other materials required per the requirements of this chapter that vegetation replacement will meet the following minimum standards: (1) Minimum sizes shall be 2.5 -inch caliper for deciduous trees, 6 to 8 feet in height for evergreen trees, 24 inches in height for shrubs, and 1 gallon for groundcover. (2) Replacement plants shall meet current American Association of Nurserymen stan- dards for nursery stock; (3) Planting and maintenance of required replacement vegetation shall be in accordance with best management practices for landscaping which ensure the vegetation's long -term health and survival. Page 18 -91 18.54.170 Violations. The following actions shall be considered violations of this chapter: clearing, planting, relocation, or maintenance of vegetation not authorized under or in accordance with an approved Tree Clearing Permit, where such permit is required, or not in accordance with the provisions of this chapter. Each tree which is cleared, not replaced or not maintained as required by this chapter shall constitute a separate violation. (Ord 1758 §1(part), 1995) 18.54.180 Enforcement A. General — In addition to the Notice and Order measures prescribed in TMC 8.45, Civil Violations, as now in effect or as amended hereafter, the Director may take any or all of the enforcement actions prescribed in this Ordinance to ensure compliance with, and /or remedy a violation of this Ordinance; and /or when immediate danger exists to the public or adjacent property, as determined by the Director. 1. The Director may post the site with a "Stop Work" order directing that all vegetation clearing not authorized under a Tree Clearing Permit cease immediately. The issuance of a "Stop Work" order may include conditions or other requirements which must be fulfilled before clearing may resume. 2. The Director may, after written notice is given to the applicant, OR after the site has been posted with a "Stop Work" order, suspend or revoke any Tree Clearing Permit issued by the City. 3. No person shall continue clearing in an area covered by a Stop Work order, or during the suspension or revocation of a Tree Clearing Permit, except work required to correct an imminent safety hazard as prescribed by the Director. B. Injunctive relief — Whenever the Director has reasonable cause to believe that any person is violating or threatening to violate this chapter or any provision of an approved Tree Clearing Permit, the Director may institute a civil action in the name of the City for injunctive relief to restrain the violation or threatened violation. Such civil action may be instituted either before or after, and in addition to, any other action, proceeding or penalty authorized by this chapter or TMC 8.45. C. Inspection access — 1. The Director may inspect a property for the purpose of inspection for compliance with the provisions of a Tree Clearing Permit or this chapter, consistent with TMC 8.45.070, Authority to Inspect. 2. Where deemed necessary by the Director to ensure compliance with permit requirements, upon completion of all requirements of a Tree Clearing Permit, the applicant shall request a final inspection by contacting the Director. The permit process is complete upon final approval by the Director. Printed May 8, 1997 TITLE 18 — ZONING D. Remedial Measures Required — In addition to penalties provided for in this chapter, the Director may require any person conducting vegetation clearing in violation of this chapter to mitigate the impacts of clearing by carrying out remedial measures. The following provisions shall apply in instances where such remedial measures are required: 1. The applicant shall satisfy the permit provisions as specified in this chapter. 2. Remedial measures must conform to the purposes and intent of this chapter. In addition, remedial measures must meet the standards specified in this chapter, and applicable standards for mitigation outlined in the Sensitive Areas Overlay District chapter of this title. 3. Remedial measures must be completed to the satisfaction of the Director within 6 months of the date a Notice and Order is issued pursuant to TMC 8.45.040, or within the time period otherwise specified by the Director. 4. The cost of any remedial measures necessary to correct violation(s) of this chapter shall be borne by the property owner and /or applicant. Upon the applicant's failure to implement required remedial measures, the Director may redeem all or any portion of any security submitted by the applicant to implement such remedial measures, pursuant to the provisions of this chapter. (Ord. 1758 §1(part), 1995) 18.54.190 Liability. A. Liability for any adverse impacts or damages resulting from work performed in accordance with a Tree Clearing Permit issued on behalf of the City within the City limits, shall be the sole responsibility of the owner of the site for which the permit was issued. B. Issuance of a Tree Clearing Permit and /or compliance with permit provisions or conditions shall not relieve an applicant from any responsibility otherwise imposed by law for damage to persons or property in an amount greater than the insured amount required by this chapter. C. Nothing contained in this chapter shall be deemed to relieve any property owner within the City limits from the duty to keep any tree or vegetation upon his property or under his control in such condition as to prevent it from constituting a hazard or a nuisance, per TMC 8.28. D. The amount of any security shall not serve as a gauge or limit to the compensation collected from a property owner as a result of damages associated with any vegetation clearing. (Ord. 1758 §1(part), 1995) Pa•e 18 -93 FROM K.C.ASSESSMENTS AT 1V ACCOUNT NUMBER: 032304-9213 FAKPAYER NAME: LINDAL CEDAR HOMES INC LEGAL DESCRIPTION PAGE 1 NOTE: READ LEGAL LINES LEFT TO RIGHT ACROSS SCREEN. LOT BLOCK PLAT: • POR OF NE 1/4 OF SW 1/4 OAF' TH N 86.58-28W AlG N LN OF SD NE MGN or PSH # 1 1H S 26-13-15 E ALG SD N maw 153.37 FT TAP WH E BEG AT NXN OF N LN OF NW 1/4 OF NW 1/4 & NE 1/4 650,94 FT TO TPOB ALO SD NE MON 372.28 FT To N MGN BEARS SO3-01-32 W FR TPOB TH N To: 6415318 JUL 2' 1 1:38AM 11017 P.02 AIMU towunlo REAL PROPERTY LEGAL DESCRIPTION 07/02/97 PROPERTY ADDRESS: 10411 EMPIRE WY S QTR: SW SECT: 03 TWN: 23 RNG: 04 FOLIO: C20028- - SUBAREA: 420-000 SE 1/4 WITH W MON OF. EMPIRE WAY TH•CONT N 86-58-284 315.70 FT TO' OF:BOEINO.ACCESS'RD TH14'634674 03-01-32 E 249.89 FT TO TPOB•*,* . • ' • "., • . • . • , * * * END OF LEGAL DESCRIPTION * ( 0.3) NEXT ACCOUNT: 032304 9213 0 JUMP CODE: ENTER 7 PF1"02--PF3-- . PF4"PF5-446=-PF7;.-PF8 -- PF9 -- PF 10 7PF 11- PF 12- PF 13-0,10PF15-PF16-PF174F18-PF19-PF20-PF21-14224423----PF24-- HELP END MENU CHAR .HIST . LEGL ': ,, .- , . PP-HELP MENU4' , . . . . . , .:" REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGISTRATION NUMBER CCO1 BERREC*121PC 09/23/1998 EFFECTIVE DATE . 10/03/1988 BERREY CONSTRUCTION 6716 71ST ST CT W. TACO! WA ,98467 . . • Signature Issued by D FARM .NT OF LABOR ANDINDUSTRIES rl O .-41 ld 1 C. OCCUPANCY: RETAIL STORES, GROUP B - SHOWROOM/ = 522 SF (5 PEOPLE) OFFICES = 1625 SF (16 PEOPLE) STORAGE = 234 5F (I PERSON) ACCESSORY TO SHOWROOM = 2101 SF (0 PEOPLE) (22 PEOPLE) TAX ACCOUNT NUMBER: 032304 - 9213 - 0 LEGAL QUARTER: SW, SECTION: 03, TOWNSHIP: 23, RANGE: 04 FOLIO: 020025, SUBAREA: 420 -000 FLOOR AREA 343 SF OF NEW OFFICE SPACE OWNER: LINDAL CEDAR HOMES 4300 S. 104th PL. SEATTLE, WA, 98124 CONSTRUCTION: TYPE V -N ARCHITECT: KAPPLER ASSOCIATES ARCHITECTS 13 NORTHUP WAY EAST SUITE 33 BELLEVUE, WA. 9E005 206 - 641 - 5320 DRAWING INDEX CS. COVER SHEET /DRAWING INDEX 3P. SITE PLAN At LOWER FLOOR DEMOLITION PLAN A2 MAIN FLOOR DEMOLITION PLAN AS. FOUNDATION/LOWER FLOOR PLAN A4. MAIN FLOOR FRAMING PLAN A6;' MAIN FLOOR PLAN W /: DOO1'RfifiF. 'sND3W SCHEDULES Al. ROOF PLAN AS. E! EV i TIONS A9. ELEVATIONS All . SECTIONS A SECTIONS CITY OF TUKWILA APPROVED SEP 1 9 1997 As tauED BUiLD:NG SEPARATE PERMIT RE9UIRED FOR: VMECHANICAL kECTRICAL PLUMBING ❑ GAS PIPING CITY OF TUKWILA BUILDING DIVISION copy of FILE COPY 1 under_t. -d that the Plan Check c7; aro subject to errors and omissions and approval of plans does not authoriaa the violation of any a opted code or ofd IWO of conhactoes REVISIONS NO CHANGES SHALL BE MADE TO THE SCOPE OF WORK WITHOUT PRIOR APPROVAL OF TUKWILA BUILDING DIVISION. NOTE: REVISIONS WILL REQUIRE A NEW PLAN SUP " - TI AND Lvov li:a ROOT._ PLAN F RECEIVED CITV OF TUKWILA SEP 1 7 1997 PERMIT CENTER \ EXISTING MAIN OFFICE \ GROUND COVER NO APPED RAMP 14ANDR4ILS EXIST. UNDERCrRGUND ER PILtE PAR4IN7I o 4Q v atUIP.W .strArIA4e roki N/ UGY. pPGJIaE rleu PF fcweF rR GURb GUT P at. 4I4. I I ReaUIP,Er1E 4TS_ Reous - f exs-r.h� 1 Ah n 'roR b4 J GL r$ GUT. EXISTING GAZEBO Ip' SETISACK LINE NYCIRANT WI1I.1 5 Mc, tI PORT ,�•. CEP aLOw 1. 350 c ,,,r C ml 0 PROPERTY LINE C. - - - -- - - — SEiTTLE CITY LIMITS 3 " TI�e�TLlrle - 0 r}To Ex `s Ra'F 2P,A.N / NOR SITE PARKING NO ,1AYf 701"4L STALLS Se 1- IY DRA"[L� — � WIT1 -1 5" STORTZ PORT ncvsT CERTIFIED FLOt 1350 G°M H L Tlor-{ V 'O DRI,WAT P L A N - RELATIVE S'TE ELEVA7 FRC !'IA ^. F_0 F, ELE V of UKw i PPROVED SEP 1 9 IS„,. RECEIVED CITV OF TUKWILA SEP : 71997 PERMIT CENTER 0 - /D 9 70 imx° Kappler Associates T PERMIT SET/ THIS SET IS FOR PERMIT PURPOSES ONLY LINDAL CEDAR HOMES SEATTLE DESIGN CENTER A2 INNSIM1.7=110 ............................... Kapp ler Associates LINDAL CEDAR HOMES so _ ,Ntstql )1All Of I ASH h , lit A 0 SEATTLE DESIGN CENTER C.) ; 4 - I - T iT in - ( 1-• _ : •() ' 'TT k iD 9 7- .....! , 1 TR 11 I .4 0 i 1 ,_..._.,.____.; n I !, , , ,-, .___,,_. 1 ' _hi r e___ ,---- PERMIT SET/ THIS SET IS FOR PERMIT PURPOSES ONLY NOILA IC 9N101[110 MATERIAL . P CONSTRUCTION ._ C6TRUCTION MWYOn F1L1.E0TWC..E55 F ACE • TO{ACE - 3, I. 1..c 15 m.IS.r wNk } e _ . ;r:. :..e.Ma A3/ 0', cc, do, siding ma VOL gypsu shemhmg an r by 4'(51 mm by NO mm)amod ow. at 16(496 mm) on cc., intotior Sur.= t reatment rtgwsd For o.e•hom+ated x¢emr or huen.r2 bpi; 01 bq i @ mm) mdrimlW, ° shmg dcdwith cm)by S edb+m M mmT head galvanixd net u 1r (253 mm) on newer. g plumt.ed smooth box cads — - - ,,,,,,,y WALL TYPES: EXISTING WALL '!,mss^ NEW WALL 24'x24'.1' MAT FOOTNG ON SOLID SJBTRATE W/ (2) 4 BAR EA WAY MP/ J r 6x6 POST ON 0866 i' ABOVE 1 MAT FOOTING (TTPI 10' = FIEL: VERIFY I STUB STEEL D' NTO • /..I SLAB • D' x GROUT - INTO EX 1ST NG SLAB 24' S BAR MIL W (MN) 6' EMBED. oJTLNE OF NEW DECK OUTLINE OF NEW DECK LL 30-3 3/4' AELD VERFYY 20' -3 3 /4'FELD VERF)' / 12' -0 I/4' 1 -5 1.2' 1 Secretary CAF2PET 3' -10 V4 1 WR RELOCATED ROOM DOOR 1/4' 2' -9' 2' -9' 2' -3' 3' -2' - -5 12' 265. 265 265 Conference Room CARPET -- — rzl1Lyt/ Existing Comp. Room 26' -9 1/2' EXISTING Hall CARPET EX 1 — EX1St Toilet VC VC EXIST EXIST. / EXIST. Exist Toilet VCT 64' II' EXISTING DECK CUTLNE Kitchen VNYL Existing Storage C. EXISTING DECK OUTLNE 11 - Crawl Space EXIS T TNG Ed AT 0' oc 4 -04 FER STUD (PLATE TO BTID N41L!5J P.T. 32/16 12' C -D EXT. RATED SFITG EXPOSURE 9 FACE GRAN ACROSS STUDS GRADE STRIP - 1 -V4' MIN WIDTH OF P.T. V2• PLTIUDOD SMOG TO FOLD POLY, 6 MIL. DOLT. FILM 15' -3 V2• E CEDAR SIDING - MATC44 EXISTING CONDITIONS - NAIL PER 118.G TABLE 1-B, IS-U 12' GYPSUM SWATHING - NAIL PER UB.C. TABLE 1 -B, IS -U Imd AT4'oc (PLATE TO PLATE NAILRYs1 2 -Ed PER STUD (PLATE TO STUD NAILING/ Y PROVIDE DRAINS TF.YOUGN FOOTED 6'-0' oc EXISTNG SUNROOM OUTLINE FOUNDATION /LOWER FLOOR PLAN Sea. 04'.1' -S TABLE T - 5/S' TYPE x GAB PLYWOOD SUBFLOOR �- - FLOOR JOISTS PER FLAN 2 -10d TOE NAILS PER JOIST 4E -LP2 2x8 P.T. TOP PLATE (FEM FIR 2) 415-LP2 2.6 P.T. TOP PLATE (4E21 FR 2 ) CAULK JONT SEE 'AWLP INA W41_ 5/8' TYFE x CAB FNISFED GRADE SLOPE 12• PER FOOT FOR MNIMd16' -0' FRCPI WALL 11.21 WON DENSITY NEIATIGG 4 45 -L1 RANDOM LENGTH P.T. 2x6 BLO KE1 JOB CUT TO PT (F®T FR 2) 46 LIE 08 2x6 P.T ST1105 • 12' 1111 JOB CUT TO FIT (FBI FIR 2) 45 -LP2 P.T. 2x8 SILL (NETT RR 2) 4 45-1.P2 PT- 2x4 4' CONC. SLAB OVER 4' COMPACTED GRAVEL BED (21'4 BAR CONTINUOUS 1 -HOUR EXT. 'AWWF WALL 0 CEDAR SIDING - MATO4 EXISTING CONDITIONS 8-Sd PER BLOCK BLOCKPG AT 48' oc (OUTER SPACE CRT) 10d AT 4'a (PLATE TO PLATE NAILNG) Ed AT 4'46 4.164 PER GILD (PLATE TO STUD NAIL MI PT. 32)15 la' C-P EXT. RATED SATE EXPOSURE R FACE GRAN ACROSS 51105 GRADE STRIP - 1 -114' MM UBDTN CF P.T. 12• FLN.bOD SNTG TO HOLD POLY. 6 MIL POLY. FILM Tit-- -111_. 2 -104 PER 511.10 (PLATE TO STUD NA)LSIG2 F RONDE DRAINS THROUGH FOOTNG AT 6'0'ac - FOR PLYWOOD FASTENERS USE Sd STAINLESS STEEL NAILS, SPACED AT 6' AT EDGES AND 0' AT N1ER EDIATE SUPPORTS 5 1997 UNIFORM BUILDING CODE TABLE 743-- FETED RFS- RESISTIVE PERIODS FOR VARIOUS WALLS AND PARTI1ONS'•'— (C.Mlnu.d) — 4 4E -LP2 2x - PT TOP PLATE (2811 MR Z — 415-LP2 2x6 PT. TOP PLATE (EN FR 2: CALK .ONT SEE 'NIAP' MANUAL F1_111.0 ,0 5LEFLOOR FLOOR JO15T5 F E PLAN 2 i0a AILS EAG4 BLOCK RNL4FED GRADE ELOPE 12' 550FEE FOOT FOR M58134 6' -0' h... 1 WALL F.1C4! DOTE /I) 1 z O NSULATIEFI 4S -LP2 RANDOM LEMGTN \ P.T 2.8 BLOCKING JOB CO) CUT TO FIT ,11EM MR 2) I CA 415- LP2-08 2x6 PT. < O 511.105 • IY oc JOB ` ! QI CUT TO MT (NEM FR 2 ) CAP! OF OO,Vili_1 APNOYEU SEP cl ANCELLE RECEIVED CITY OP TUHWI, SEP = 7 1997 PERMIT CENTER 415 -LP2 P.T. 2x6 SILL 043 FR 2) 4-LP2 P.T. 214 f 4 ' LONG SLAB OVER ` 2 4' COFPACTED GRAVEL BED 1 +pp 1 55(5,3' GAL L ANIIFD AB. � .4'x \. lid (2)'4 BAR CONTINOJ.S rin I hN i � 1 G AWWF WALL ) JOE NO 96108.0.5 SHEET A3 1.4LL T.'PES• E,L,TING PaINDATI ZEZ2ZZ NEW FOUND4TION F. 2x8 J9T5 24' cc. AMIONNI11•111111111111111111M11111•WINOMIBIE _ E ti g e ,0 , , EFC (3x) C084ECTTO P051, PT 2. LEDGER tW LA.G • Can .12 oc ,TAC,3tRED AND Lu. I-IANGER9 - LAP NEW EXI8111. SECIRE Wi (5, Ed .1LS 10 - 30'.3 3/4• 26 3/4' INSERT (4 NEW .15T9 TO CAW" NEW POST LOAD FIRM ABOVE 1_ 24 V2' NEW 5-486 (4.6 OVER EXIST. IIANDOW TO SUPPORT NEW LOAD I FR, riULTIPLE 201333/63/33 RELOCATED 305T MAIN FLOOR FRAMING PLAN g Bleck 12' -0' k I0'-3 V2' 4 CITY OF TUMILA APF`RO'JF.0 SEP 1 9 Kr:d; crrrOM SEP 1 7 1997 PERMIT CENTER cr12-,7 LT) SHEET A4 WALL TYPES: EXISTING WALL 5 1/2) II' NEW WALL 0 EXISTING POST NEW POST NEW 1.1.0DD RANTERS Deck W/ 420-C, U.P. DECKING 1/2• 3)1 9' - 8 1/2' EXISTING POST LOAD ABOVE 30 '1. 2 30 3/4' IT-10 I/4' 20 3/4' 5 1/4' 1 3/5 312 1/2' 1 26 I/2' ADA Toilet 64-11' 00 00 ADA TOILET DETAIL SCALE I/4' • 0615T1NG UNDO. FRAME IN EXISTING DOM I5'-3 I/O' MAIN FLOOR PLAN NEW S.WROOrt BEAM EXISTING SEAM NEW x 4-112 POST NEW 2x4 WALL () INTERIOR WALL DETAIL SCALE 1/2' • 1 -0' -NEW 64!66 9.E RAMP TO car-ciai tun. uec 11, 560(00 me. I,12MAK'SloGFE 5110 ¶ Deck M. U.I/ 420-C WD DECKING (6#100L .14 PT...SLOPE 36' RAILWdrrP, GUARDRAIL unw STANDARD Itr, OF 30-34' 4161/ 506001/1415 RAIL NT. CF 24'. RAILING DECK RAMP DETAIL 1/2 • 1 SEP 1S 11? AS 0 011! R 05 SEP 1 7 1997 PERMIT CENTER \KAA \J5\98108;96 _ ]PERMIT SET / THIS SET IS FOR PERMIT PURPOSES ONLY SHEET r---,67-79-67EEZ-66-1 Kapp ler Associates Architects 13400 Northup Way, Suite 33 Be�E,w.�, Washington 95'GOu g 5 (286) 641-5320 '` Fax (206) 641 -5318 U11191111.1. L,INDAL CEDAR HOMES By Description VIIIIMMI•11.1011../ 1.3, i - � _ swr, F rrv-n, .�iantrrn�. a� - _ -- 's urE�o .� "� �0 . ;rnr r:AsaloroN r .,. --..-,., • _. SEATTLE DESIGN CENTER THIS DRAWIt~1G IS (Cj COPYRIGHTED AND IS MIL E,CLUSIVE PROPERTY OF 1 - HE ARCH \KAA \J5\98108;96 _ ]PERMIT SET / THIS SET IS FOR PERMIT PURPOSES ONLY a.; N r T - - 11 1111111 11 imiluniuula I IIII 1 E - ,FE SiLE F-L4A _ li Hi 1 H NE ! L , L _ ; i j I FRONT ELEVATION 1 -- :- -----. ' 1 ---- -'-- - '-------'-'=:-, 1 I I . , ! ' ' i i 1 1 i H 1 • 1 11 I i i; r , I - 1 b i ri - - 1 1 1, , C . -- ,J r ; -- i, , • r , 11 .,!'. '..,1 I_ - -..._ r. - RIGHT ELEVATION CITY OF TUPAIRA APPROVED SEP 1 9 1937 AS NOTED RECEIVED CITY OF TUKWILA SEP 1 7 1997 PERMIT CENTER .. . _. .- . . '. -' .,, . ,... ...., _ , Lam. rob NO. 96108.05: I Kappler Associates Architects 13400 No rthup Way, Suite 33 . Bellevue Washincrton 98005 , (206) 641-5320 * Fax (206) 641-5318 • m , , I . ; I , I LINDAL CEDAR' HOMES Date By Descri 1/ 3/91 ORM PERMIT SUE{^1 . r7,,,:,... A .1 - ... 0 o ri!'t oF 4 N. SEATTLE DESIGN CENTER THIS D AvvINIG IS ©,. E COPYRIGHTD AND TS THE EXCLUSIVE PROPERTY OF — HE ARCHITECT IN Sil IIIIMMIMISIMIIMM 97 PERMIT SET THIS SET IS FOR PERMIT PURPOSES ONLY TT. 1. PERMIT SET/ THIS SET IS FOR PERMIT PURPOSES ONLY r ii I SHEET JOB NO. 96108.05 -- K appier Associates A C' h I 1 !�' C t S 13400 Northup Way, Suite 33 Bellevue, Washington 98005 (206) 641 -5320 * Fax (2061 641 -5318 LI. AL CEDAR HOMES Date Description ' UNINNIMMIMMISIMIMINIrBOIRIMMIn „� „�, � ,ir5u,r��r,s�. 5» 05, 0 ,� HC HR G l I 1 d . ►� JOHN i - . OF e ware OF w n:�ru t r oy SEATTLE: DESIGN CENTER THIS DRAWING IS ct COPYRIGHTED AND IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT 1. PERMIT SET/ THIS SET IS FOR PERMIT PURPOSES ONLY . I A�l ISHEET I JOB NO.: 96. . . 1 1111.0 • Kappler Assocates Architects 13400 Northup Way, Suite 33 Bellevue, Washington 98005 206) 641-5320 Fax (206) 641-5318 ( *' Isuormomannown mh........... L,INI)AL C CEDAR M E S Date By Descnotion i ' 1 ...,4 7.,A, . AF : SP I i , , . , . ATE OF WASIi .TON I ic3, ' 5, PER1 StZMITTAL OF' DESIGN s G E N E T HIS DRAWING IS © COPYRIGHTED AND IS THE EXCI_USIVE PROPERTY OF THE ARCHITE(',T ..........MKOMOSII..011•01.001110111.111111.I.M1,11.101111111ft r „ ' D97 ort? PERMIT SET/ THIS SET IS FOR PERMIT PURPOSES ONLY 0