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Permit 3094 - Rigg Residence - New House
Job Address 13967 56th Ave. S. Tenant /Owner Robert R. Rigg /M. Lorain Stowe Date of Issuance 3 Description of Work New Residence 7 Attached Legal Description / 035 0.' 0 . Property Owner Address 13905 56th P1. S. Rec. 1 6618 8R3/ Phone Robert Riggg/M. Lorain Stowe Tukwila, WA 98188 246 -9388 Engineer / Address 4020 Aikins Ave. S.W. Phone Allen D. Elliott AIA Seattle, WA 935 -2000 Contractor Address PO Box 591 Phone George L. Sanders Auburn, WA 98003 939 -1073 Authorized Agent License No. Value of Work George L, Sanders SA- ND- EG- 1179PG 100,000 Fire Protection Use Zone Type of App4. Accepte4 - D Sprinklers n Detectors R -1 Construction V -N Issued By: INSPECTION RECORD - 433 -1845 Type Insp. Date Notes Setback Date 3 -25 .S�,Z/ Rec. 1 6618 8R3/ F1. Rebar Footing 433.00 Fdtn. Demo. Slab Frame Wall Bd. Total Tot. I I ,_ Tot. Total All Dept. Approvals Req'd Insp. Date Planning 'Div. Health Dept. Public Works Dept. Plumbing Electrical i Cert. of Occupancy Size of Unit or Building - 1st Uses Sq.Ft. Residence 5020 Occ. R -3 Occ. Load N/A Fees P.C. Amt. 291.00 Date 3 -25 .S�,Z/ Rec. 1 6618 8R3/ F1. 2nd F1. Bldg. 433.00 Demo. Bond Total Tot. I I ,_ Tot. Total All BUILDING PERMIT TUKWIILA THIS ERMIT MUST BE P STED CONSPICUOUSLY ON BUILDING ppecial Conditions Approved for Issuance By n _ THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. NOTICE Si nature of Contractor or Authorized Agent Date 2/ PERMIT NUMBER Control Number 85- L Fire Dept. Date Bldg. OfficialliggillgOWbateINWE THESE PREMISES SHALL NOT BE OCCUPIED UNTIL ALL APPROVALS HAVE BEEN SIGNED. CPS No. 1 Job Address Tenant /Owner Type Date of Issuance Description of Work fie'N i ef,idcnc1:: Legal Description EJ Attached Property Owner h 1 ' II -. f . f l�r 1. ; 'T � li'I� L.i)1 " i.t . (1 ... �. X31'. .: Address 1 :;1c: 't nth " l , S. 1 ��' ' ' 9.1 S (.!1 <, ci I� .. ... .. Rebar Phone n r. i_. �t L� Engineer /Architect 1`•i I+_:n i:. ,711ioci: , ^.1A Address 40i.'i; ,iil:ins Avt., .,. Sea i !:' ' . Phone n5_,0;.,` Contractor fli:oi'i!,' L. ` 3'1derS Address Fn '_ox ,',1 Aui:llrrt, dA 1- '? V Phone .;.,'; `: / . Authorized Agent foot L. Sanders License No. : 1 /iiJ- I:f',- 1..%c'!'r Frame Value of Work 1 . ), Fire Protection Q Sprinklers C1 Detectors Use Zone i - ?. Type of Construction `:r-1' Appl•>`'Accepted°By IS°;t,-.:L : >y; INSPECTION RECORD - 433 -1845 Uses Sq.Ft. '(:" i!.i,'Ilce ':')f Type Insp. Date W(4.5" 1 Notes Date ., -;'t Setback AK j7 5 7j Rebar Footing Fdtn. ? i 3 ,: 7. ? ,1•/ Slab V Aft - Demo. Frame . rsucui. 47g lei i_c eS Wall Bd. Total Tot. : ,.1 % F;- :7 Tot. ii;/it, Total i, i Dept. Approvals Req'd Insp. Date Planning 'Div. Health Dept. Public Works Dept. Plumbing Electrical Cert. o occupancy gl- C20`5'� \ Size of Unit or Building Uses Sq.Ft. '(:" i!.i,'Ilce ':')f Occ. Occ. Load ;: /i: Fees P.C. Amt. (.:J1.00 Date ., -;'t Rec. 4 '.1 ,V..),/ - 1st F1 2nd F1. Bldg. ,: 7. ? ,1•/ Demo. Bond Total Tot. : ,.1 % F;- :7 Tot. ii;/it, Total i, i CITY OF BUILDING PERMIT TUKWIILA THIS E RMIT MUST BE P STED CONSPICUOUSLY ON BUILDING Special Conditions Approved for Issuance By ' , 4*-f t....4`7 cJ NOTICE THIS PERMIT BECOMES NULLANDVOID IF WORKORCONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Signatureof Contractor or Authorized Agent PERMIT NUMBER _'11,,X ; � Control Number FINAL APPROVALS: _ Fire Dept. Date Bldg. Officia� Wes 5 '''Date* THESE PREMISES SHALL NOT BE OCCUPIED UNTIL ALL APPROVALS HAVE BEEN SIGNED. CPS No. 1 Tnsn!ctOr hues t a!r+. *. +a:x, Type of Inspection 1 ,a) CITY OF TUKWILA 8u't.1ding Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 T Site Address ) 9 74 ( S ‘,.'7'G Requestor Special Instructions INSPECT-'7N RECORD PERMIT # 3c- Date / —��/ -87 Date Wanted 5 y7 Project Phone # Irt - /J�, CL Inspection Results /Comments: Lon - ! , _ ���� /1 50 ,9's1. s /j /7 } mRIIFLIT - 111111.111211111111p 'UMW Date 3'///P 7 a .m. p.m. (w- 7 .a I1 ritiVa::tt M11: ialt5N:ki'.X+.71s, YAL1011 ,ri e........... w+........,.-.>..,,,.. .....,..•..(.......,.,,,www..I. «> Inspector CITY OF TUKWILA Bkilding Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Fy011''i Site Address )3C7 5�/4 /90-e 5. Requestor `rc3— S c(P)-s' Special Instructions J�J0_.rsf, l ro /L.- .� Inspection Results/Comments: -3,A. ) AP , 0 0144 4 INSPEC7N RECORD PERMIT # Date 0 / /o` ?l 7 Date Wanted a / // /r7 a.m. Project � �'1.i .HO Phone # 9 (&P p .m. Date ,.a// //r? CITY OF TUKWILA 8ui'Idlny Division Tukwila (206) 433 -1849 Type of Inspection -r� - 2CrAtP Site Address /3967 �,� j, Requestor /1, , Special Instructions Inspection Results /Comments: Tnennn+nr INSPECi,'')N RECORD PERMIT # 3 Date /.2.�1/Z Date Wanted Project Phone # nata .m. p.m. CITY OF TUKWILA . Building Division 6200 Southcenter Bou`rrvard Tukwila, Washington 98188 ( 206) 433 -1845 9y 4.15 4446te_ Address w,..... «,.., «.+.............. ,.w.«.....,..........,�........ W.... wn«., o. w��.... n.,.. u.. ww, ww. n+ �,. seewnnve .u+a+ «t. INSPECTIO( ECORD. Permit # 309 REQUESTED: D,A"i �CE'__ Date /Time Requested Date /Time of Request Requestor Type of Inspection Special instructions: INSPECTION (details of actual inspection): REMARKS (results, descrepancies, etc.) j.'�f.' ,447. A4 3 i c o ato AL5 ` 0A/Qr nut apt. AP f ®n, an „t 40 AberAerrega i€ ' 6" .tea .x! 1¢c "1.4'e44 " 4' °tr $ -4:4L CITY OF TUKWILA - BUILDING DEPARTMENT eil/ jr(> --- Inspector )‘*2 4' Date Si-9/4V Signed CITY OF TUKWILA Building Division 6200 Southcenter Blvd. Tukwila, WA 98188 433 -1845 r�. �..,,.. c. .,...mm.�:..x,c.•n,x��ia:�:.u. �... �,.��:..•nyw .u,�ux;e..� Permit No. _30. ! V Date L1/— 8 Job Address /3 7 ‘S E� / �E S CORRECTION NOTICE The following items are found to be in violation of Ordinance jyI?. /J/.f Rt� ' n bit. cc b*"- A a�C A, 07) eG and shall be corrected. Building Official /Inspector ? el R 1 J LAS' CITY OF TUKWILA Building Division 6200 Southcenter Blvd. Tukwila, WA 98188 433-1845 9 Ci Date 5 Job Address l ? Crt 7 / C c-r CORRECTION NOTICE The following items are found to be in violation of Ordinance and shall be corrected. 0 /4 47 It /.1 .0 /0 C A" f;" 1 4T / 14/ / 167/.7 (./ It. (.) c r) &I / c r,,,u ifi, o 4 - ) Pat I A.) I* R 17 1) ( 1 4.. ‘33-. SI /L p 0•0 Cii u 1" , 0 te) u iS 1:),;77,r 11 Al? / 0 A-11 / I if LS F1 R. C ALIOCM 1 RTi TIO P‘' t IA) 1.1.5 A 13 cfri; i•■• 7 . At A? A.le ,• ) iTt: i IP: .1 / * !or .s72( /ti b • z / , • Signed Building Official/Inspector CITY OF .TIJKWILA Building Division 6200 Soulhcentor Blvd. Tukwila, WA 98188 433 -1845 Permit No. 3 0 9 �S-;. r Date �� ��' d �' Job Address /.3 9 7a CORRECTION N.OTIC The following items are found to be in violation of Ordinance / Gdai �' f c'a�' i, fr- „4' ! (. J it/10 ... , I �C . f1 f t 4,= r 1: f;. / ; / o f b7 ! + C:. 1!. " "c ' 1 v.- .4 fi r . ,ft. I t? }�Jt f ✓ / i3 �. , cif "i;l .`•.� ", Signed Building Official /Inspector . and shall be corrected. Permit # / Date / / 6 g" Tenant Time ( = S Address: 13q76 Date Wanted: /2 p.m. Contr. or Owner !�D(A--' (C Type of Inspection l ecr Req. By . Taken B )t j Myr Contr. or Owner INSPECTION REQUEST • Req. By Taken By'. INSPECTION REQUES' _ Permit 3 79 Date Tenant Time Address: . /3'97 Date Wanted: / 0f /g'5 ✓ � a.m. .'m • Type of Inspection ,A 4/-- • INSPECTION ( 'JEST Permit # 30 Date // l0 TenantS jGa - /4 Time 9:1,5 Address: / 39 71p SCO SO , Date Wanted: Contr. or Owner Type of Inspection /LU £C e Gc/ .Jar JatTA ) Req. By 6(i) VSc/ 1!1 d M Taken By: INSPECTION REQUEST Permit # 3 d l Date / D /7, a Tenant Time C-f Address: 13776 5 -6 3 Date Wanted: / t /3/ 6m p.m. Contr. or Owner . leA--) Type of Inspection ,,fv-in.d a +, a .m. p.m. Req. • By • Taken By 0 Permit # ,W9 Tenant Address: Date Wanted: Contr. or Owner Taken By: INSPECTION RE ( • Req. By Taken By' Date INSPECTION REQUEST iol3 Time 1. (Q / if) (.,r..(i1 /0 / a.m. p.m. Type of Inspection 7' ) ` 61 V4.4 M i(7 l rriv CILOCI pez4/— Req. By 6 a . )������ Permit II ,Date 7/1., Tenantki I& , Time Address: . /3V S� l< • Date Wanted: 7/4 (T.77:7) p.m. Contr. or Owner • r)-e sa..411,.. ) Type of Inspection �-an -� S a., -ate INSPECTION REQUEST Permit # 3D Time Address: 3?6 ' 55 're • Date Wanted: 7/1/8S Contr. or Owner /Ale Type of Inspection o ;; �' " 2,7. --- -77 • Tenant Req. By Taken By INSPECTION REQUEV Contr. or Owner• \AN/ j /J Date • 7/ //YS Permit # 3094 Date 6''b2 Tenant R . R•L.C{C/ Time %5O yyi �WL1 � Address: ./3q/p7 510 So • Date Wanted: `J.-/ a. m. p.m. p.m. Type of Inspection AdhjJ CA)J)(11 013 t, CitiA4d611A97U - 6 7 ` 914 Req. By a,4. Oro 66.4A Taken By Jr6'4-1 TYPE DATE INSP. NOTES Gradin' e (Bld.. 433 -1845) Setback (Bld.. 433 -1845) Eti L....-- v , Rebar Footin' Found. (Bld.. 433 -1845) Slab (Bld.. 433 -1845) Grout (Bld•. 433 -1845) . .. Frame (Bld'. 433 -1845) LM r P� 2 s , DYE /D.c/f Roof in (Bld •. 433 - 1845) Insulation (Bld.. 433 -1845) -- . Mechanical • (Bld.. 433 -1845) Wall Board (81d.. 433 -1845) t es Water /Sewer Draina'e (Sho's 433 -1860) .. ' Y: - Yp ..r ..7:. R . ,e. Y�� 7�+ • ",;. .' :7117 . . y ;:,�C�'� l� .d' .�. t a �r�;: . • . •( "1.7,:," .5 Parkin, (Pln.. 433 -1845) ---�. --�� PRIMIIIII ..j x • f J— .CYlh y . . D.:l. k !� y`S6 },r n.g ms 'i }:J ( 1'. ) .Tt -.. . 15 I' }. " t• •' i + r tC •1 ? ; ';Ii '' ' • t ' ' tl'' , ' 4 0.. < j¢'' .Y r �' � t b. j i, t1 �y l ,e - . �'. , :.. • te r,.., ,� l `�!'y�4t ` �' : k} k �' ;' '1'� ,t ); ;L . . t k '• POST AT OR NEAR -.JNT OF BUILDING PROTECT ROM WEATHER City of Tukwila B :'lding Division 433 -1845 JOB ADDRESS /39'G 7 - ✓�6 ��� WORK TO BE DONE • OWNER 0� CONTRACTOR DATE ISSUED 45-- CITY OF TUKWILA BUILDING PERMIT ■NSP — CTION RECORD B.P. # 309y Control # 9: 5-4) 5( 17 Date Issued 5—.2 SPECIAL CONDITIONS Inspector must sign all spaces pertaining to this job. TYPE OCCUPANCY Site W' K yi" *i4" 1" 11/4" 114" iw r 21/4" lW 2 2W 3" 31/4" 3W we 4" WM"' Protract 76 R•Wlw °F Me e1 en Tam ratan 3.6 4.5 5.4 6.3 7.2 9 11.8 12.8 14.4 16.2 18 19 18.8 21.6 23.4 26.2 27 28.1 30 R'11aI a with 1 Alt Spacer 6.4 7.3 6.2 9.1 18 11.8 13.6 15.4 17.2 18 20.8 21.8 22.6 24.4 21.2 29 29.9 31.5 32.8 Please read these Instructions CONGRATULATIONS. You have just urchased the most energy- efficient rigid insulation board available. In fact, inch for inch, Thermax Sheathing is unsurpassed in insulating efficiency by any insulation board or glass fiber product. Thermax Sheathing has a glass fiber rein- forced polylsocyanurate plastic core foam, produced by a patented process. This core foam has a quality .closod -cell structure and is exceptionally resistant to the flow of heat. Aluminum foil facers lami- nated to each side of the core foam help provide an effective moisture barrier. Thermax Sheathing is lightweight, easy to install and covers large areas quickly, Thermax Sheathing must be applied prop- erly to provide maximum Insulating effi- ciency. This booklet describes Celotex' recommended application procedures. RECOMMENDED USES Thermax• Sheathing is suggested for concealed use in residential construction having any Interior finish acceptable to the local building code. Examples of suggested concealed uses are: 1. High performance insulation sheathing in new frame wall construction. 2. Thin profile cavity wall insulation in new masonry construction. 3. High performance insulating under - course between exterior stucco finish and concrete masonry or frame wall construction. 4. High performance insulating /vapor barrier undercourse behind new interior watt and /or ceiling finish material. 5. Thin profile insulating underlayment beneath roof shingles in vaulted, cathedral type ceilings and "A' frame construction. 6. Under slab or as perimeter thermal insulation. 7. Retrofit -thin profile insulating under- layment behind new exterior siding. 8. Retrofit-thin profile insulating under - course behind new interior finish accept- able to the local building code. 2 APPLICATION INSTRUCTIONS Remember, Thermax Sheathing is not in- tended for exposed use in living quarters but when used exposed in other areas of the home, the following should apply: 1. In areas immediately adjacent to or above combustion equipment (such as furnaces or chimneys) or other surfaces which could reach high temperatures, Thermax Sheathing and other combusti- bles must be shielded in a manner accept- able to the building codes. 2. In storage areas such as crawl spaces, attics and basements, Thermax Sheathing should be protected as required against physical impact damage. 3. In attached garages, the insulated walls and/or ceiling separating the garage from the living area must comply with the building code criteria for fire resistivity, As a minimum, 1 /2" gypsum board shall be applied to both sides of the frame wall; a minimum of 1 /2" Type X gypsum board shall be installed on ceilings. Thermax Sheathing is not recommended for exposed use in hospitals, nursing homes, child care centers, schools, sani- tariums, correctional institutions and similar occupancies with special life safety considerations. In these types of occupancies, Thermax Sheathing may be used in concealed applications as follows: 1. Within time -rated assemblies* approved by authorities having jurisdiction. 2. On the occupied side of time -rated wall or ceiling assemblies* as underlayment for interior finish materials ** approved by authorities having jurisdiction. 3. In non -rated construction, provided Thermax Sheathing is separated from the occupied area by an interior finish material having a flame spread index of 0 to 25** and approved by the authorities having Jurisdiction as suitable for this use and occupancy. 'Tested as per ASTM E 119; refer to page 8 "Having Flame Spread Classification of 010 25 per ASTM E 84; these numerical ratings are not intended to reflect hazards presented by these or any other materials under actual fire conditions. Thermax Sheathing can be used exposed in certain metal buildings as a substitute for Thermax Insulation Board. Consult appropriate Celotex product literature. THERMAX SHEATHING AGED R- VALUES* .LYSttli li•gn l w h NN total Rialtos N w au yew Ma 612.77 pw = 1 Y tAwW loam Niels,. in( IMAE M IUiN it 1N1 FrMNwg4ls. 'Thermal resistance R•values are based on guarded hot box tests conducted In accordance with ASTM C 236 on full-sized aged products. Product thicknesses are nominal and are provided for design information, For R•values at other mean temperatures, consult Celotex. "Available only from Tracy, California plant. R means resistance to heat flow. The higher the R•vatue, the greater the insulating power. Ask your seller for the tact sheet on R•values. IG e AURA BUILDING CODE EVALUATIONS Thermax Sheathing complies with numerous building codes for the applica- tions shown in this publication, including but not limited to the following: BOCA: Building Officials and Code Administrators International, Inc., Research Report No. 82 -48 (And Section 1319.0) ICBO: International Conference of Building Officials, Research Report No. 3223. (And Section 1712) SBCCI: Southern Building Code Congress International, Research Report No. 8280. (And Section 717) For state and local building code require- ments and related acceptances for Ther- max Sheathing, consult Celotex Regional Sales Offices or local authorities. Thermax Sheathing also has the following acceptances and or compliances: FHA: Federal Housing Administration Minimum Property Standards. Federal Specification HI-I -I -1972 dated August 12, 1981 supercedes Federal Specification HH -I -530 A. Thermax Sheathing complies with Federal Specifi- cation HH -I- 1972/1, Class 2. Thermax Sheathing is classified in accordance with Title 25 -1975 of the State of California foam flammability require- ments and meets California Insulation Quality Standards. In Canada, the following apply: CMHC: Canada Mortgage & Housing Corp. See CMHC Evaluation Report #08433 CGSB: Canadian General Standards Board Specification 51- GP -26MP; Thermax Sheathing complies with Type I requirements. Note: Application requirements in Canada may differ from these instructions. Consult local authorities before proceeding. FACTORY MUTUAL RESEARCH APPROVAL THIRD PARTY INSPECTIONS Celotex is proud of the quality and dependability of its foam sheathings. Thermax Sheathing bears the following marks or labels of certification from independent, NVLAP accredited testing agencies as evidence of its superiority. APPROVED Subject to the limitations described in FM Reports Serial No. J.1.0G6A5.AM and J.I.0H5A7.AM. CERTIFIED THERMAL PROPERTIES Celotex foam sheathing products are the only foam sheathings to carry the NAHB Research Foundation's label certifying in- sulating value and other product qualities. RESEARCH FOUNDATION, INC." OampN, d bus goduol r. Ilysiftd pMO6. Carty by IM NANO N.Malay Fau k' . and der mom) to d,M YN arup. IM manulKN,a1s staiW d.MMgn, and u1Kllu .Ns.C. al m. NOW ItwSIw a Ma M, be. pldQCM q.o ' ann. Handal � UNDERWRITERS LABORATORIES, INC. "FIRE DAMAGEABILITY" CLASSIFICATION Only products which bear the UL label are classified by Underwriters Laboratories, Inc. Thermax Sheathing bears the UL label on every package. PANELS FOR INSULATED WALL-CEILING CONSTRUCTIONS CLASSIFIED BY UNDERWRITERS LABORATORIES, INC.® AS TO FIRE DAMAGEABILITY ONLY ALSO CLASSIFIED AS FOAMED PLASTIC SURFACE BURNING CHARACTERISTICS Aluminum Foil-Faced Boardt Core Max. Thickness 3/4" 1.0" 41/4" 11/4" 41/4 Flame Speed DivelOped 20 85 150 3 35 5 75 tlnstalled In a thickness or stored in effective thicknesses as Indicated for a density of from 1,6 to 2.0 pcf. The manufacturer makes the following statement: These numerical ratings are not Intended to reflect hazards presented by these or any other materials under actual tire conditions. Warning Celotex® Thermax® foil -faced products should only be used in strict accordance with Celotex' recommended uses and application instructions. The use of these Thermax products or other thermal insula- tions, in conjunction with other combusti- ble building components which are exposed, may contribute to rapid spread of fire. These Thermax products, or these Thermax products used in conjunction with noncombustible building compo- nents, will not contribute to rapid spread of fire. The above conclusions are based upon fire tests conducted on unoccupied structures and upon nationally recognized fire tests. Thermax foil -faced products, when applied in accordance with Celotex' in- structions, meet the requirements of the major model building codes, many insur- ance authorities and other regulatory bodies in a wide variety of applications. 3 MOISTURE AND AIR INFILTRATION CONTROL Because of its closed -cell structure and aluminum foil facers, Thermax Sheathing does not, in itself, need the protection of a vapor retarder (barrier). In exterior applica- tions without cavity fill insulation, Thermax Sheathing in appropriate thicknesses has been used economically for years without additional vapor retarders. When fibrous cavity fill insulation is used, however, good construction practice dictates the use of a vapor retarder to protect the cavity fill insulation from condensation which can reduce insulation value. Vapor Retarders. Air infiltration and moisture buildup in the wall cavity could be a problem. However, a properly in- stalled vapor retarder greatly reduces the potential for moisture accumulation in the wall cavity. The vapor retarder protects fibrous cavity fill insulation to allow it to insulate to its optimum efficiency. When installed correctly, the vapor retarder can also be an effective air infiltration barrier. The following is an example of how one good vapor retarder can be installed. Polyethylene 1. The polyethylene sheet must cover the entire height of the wall including the bottom and top plates, fastened approxi- mately 16" on center on top and bottom plates, around all framing openings and at lap joints. Additional fastening in the field of the wall may be used to hold down the polyethylene film. 2. No horizontal joints should be permitted in the polyethylene vapor retarder. 3. Vertical joints should overlap at least two wall studs. 4. The polyethylene must be cut tight to conform to penetrating elements such as pipes, ducts and electrical boxes and taped or caulked closed. 5. Windows and all openings should be totally covered at time of application, then cut undersize to permit the vapor retarder film to be folded over at time of finishing. 6. Other than windows, no penetration in the polyethylene should be permitted in exterior bathroom walls. 7. The polyethylene film should be in- spected and necessary repairs made prior to installing the interior wall finish. All tears and accidental punctures should be closed with cloth- backed tape or another polyethylene film as an overlay over the damaged area. Moisture Vent Strip Option. If there is moisture passage into the cavity fill area, the technology Celotex has developed on moisture relief allows it to escape with no significant effect on thermal performance. Moisture vent strips could be used in colder climates or wherever additional insurance against moisture accumulation in stud cavities is desired. Moisture vent strips are Celotex designed corrugated plastic strips. They are available in various widths and are easily nailed or stapled at the top plates. Application instructions are included in each package of Celotex'" Vent Strips (form 2866 - 0781). Note: The use of Thermax Sheathing on the exterior wail effectively raises the wintertime wall cavity temperatures because it adds insulation value outside the stud space. Increasing the tempera- ture of the stud space decreases the chances of dew point and condensation occurring in the glass fiber insulation. This fact, coupled with the use of a good vapor retarder, enables the builder to feel confident that he is maximizing the effi- ciency of his quality insulation job. Celotex' Recommendations for Conden- sation Moisture Control. Through exten- sive, on -going research programs (independent laboratories, field examina- tions and in -house testing), Celotex has developed the following recommendations for exterior sheathing frame wall systems used in conjunction with cavity insulation. AREA I: Below 2000 degree days. In the Sunbelt, air - conditioned space can be of more concern than heated space. Outside temperature and humidity is often higher than the temperature and humidity of the air - conditioned space. Thermax Sheathing, with the joints taped, installed as exterior sheathing in frame construc- tion will provide a vapor retarder on the outside to restrict moisture entry into the conditioned space. Celotex believes this application, coupled with an interior vapor retarder rated at one perm or less, is the optimum way to construct in Area I. AREA II: Between 4000 winter degree days and 2000 winter degree days. Condensation conditions which lead to moisture accumulation in the wall cavity, are minimal. Here, properly installed vapor retarders rated at 1 perm or less, such as 2 mil polyethylene film, aluminum foil, vapor retarder paint systems with caulking, and the like can provide satis- factory moisture control characteristics to insulated wall constructions. AREA III: Above 4000 winter degree days. Condensation moisture buildup in the wall cavity might be a problem. A properly installed 4 or 6 mil polyethylene vapor barrier greatly reduces the potential for condensation moisture accumulation. Although 2 mil polyethylene film has an acceptable perm rating, the use of this thinner, weaker film may require additional labor costs to properly repair tears, punc- tures, etc. Other vapor retarders which have perm ratings similar to 4 to 6 mil polyethylene film may also be used. Consult your weather bureau or local utility for degree day information specific to your area. FRAME WALL SYSTEMS FOR NEW CONSTRUCTION Installation 1. Install an acceptable type corner bracing using either diagonal metal strap- ping, let -in wood or plywood which is covered by Thermax Sheathing. 2. Install Thermax Sheathing boards verti- cally with long joints in contact with one another and bearing directly on the fram- ing members. Avoid horizontal joints, unless joints bear on a horizontal framing member. 3. Secure Thermax Sheathing using 343" head galvanized roofing nails long enough to penetrate framing a minimum of 3/4"; or secure with 1" crown, 16 -gauge wire staples long enough to penetrate framing a minimum of 1/2". Nail heads or staples should not be over - driven. STEEL STUD WALLS For details of steel stud assembly and installation limitations, consult steel fram- ing maunfacturer, or the Metal Lath /Steel Framing Association and for the brick veneer, consult the Technical Notes published by the Brick Institute of America. Wall ties must be securely attached to the framing. Consult wall tie manufacturer for specific details. BRICK VENEER SYSTEMS Two systems are suggested for non -load bearing steel stud /brick veneer curtain walls; an economy /low -rise system for walls three stories high or less, and a standard system for high -rise wall heights, both subject to building code requirements. Economy System -3 story maximum: Nominal 3" or 4" exterior brick, 1" reflective air space, wall ties, Thermax Sheathing Board, 31/2' steel studs, 16" or 24" o.c., FACE BRICK STEEL STUD/RUCK VENEER IEw'aml SWAM 3A'STEEL STUDS POLYETHYLENE VAPOR RETARDER W GYPSUM BOARD INTERIOR UNFACEO R. 11 GLASS FI &R BAT15 IHERMAA SHEATHING WALL Ili I' AIR SPACE Secure the field of the board 12" o.c. and around the perimeter 8" o.c. or as required by the code authority having jurisdiction. Use a utility knife and straight edge to trim the insulation board to conform to irregular wall angles, projections, or wall surfaces less than board width or height. In stick built construction, Celotex sug- gests the use of 4' x 9' Thermax Sheathing boards to effectively cover the wall plates, wall, floor, ceiling junctures and band box header. Brick, wood, hardboard, aluminum or vinyl sidings are fastened to the wood frame construction through the Thermax Sheathing in accordance with the siding manufacturer's instructions. Shakes or shingles can also be applied by installing furring strips or a plywood nailer base over the Thermax Sheathing and attaching the shakes or shingles in BASIC WALL With siding UNFACED GLASS FIBER BATT EXTERIOR SIDING lit THERMAX SHEATHING CODE ACCEPTED ` INTERIOR FINISH \ I I VAPOR RETARDER FINISH FLOORING SUB FLOOR HEADER STARTER STRIP� ' -.: r SILL I� PLATE FINISH FOUNDATION WALL �.. . SILL SEALER 3 glass fiber insulation, 1/2" gypsum board. Standard System over 3 stories: Nominal 3" or 4" exterior brick, 1" reflective air space, wall ties, Thermax Sheathing, 1 /2" gypsum sheathing, 3 steel studs, 3 glass fiber insulation, 1 /2" gypsum board. STUCCO FINISH SYSTEMS Steel stud /stucco non -load bearing curtain wall systems containing Thermax Sheathing have been developed for Celotex by Jim Walter Research Corp. These suggested systems include 1 or 3 x 8', 14 or 20 gage galvanized steel punched CEE Studs, as manufactured by Bostwick Steel Framing Co. or equal, installed 12" o.c. or 16' oc., in accordance with the manufacturer's recommendations. Thermax Sheathing is applied to the steel studs with 3.4 lb./square yard galvanized diamond expanded rib lath, using Buildex #8.18 x 1'/4 "Type S -12 pancake head screw fasteners, spaced 6" o.c. field and r ACE BRICK STEEL BTU0AHRICK VENEER (SWIM SYIYmI � 3% STEEL STUDS SI � - POLYETHYLENE VAPOR RETARDER .+—N• OYPSUM e0ARG INflR O UNIACEO R.1161,145 FIBER BAITS W GYPSUM SHEATHING IHERMAA SHEATHING WAIL TIE 1 AIRSPACE dr accordance with the manufacturer's instructions. Stucco finish may be applied over Thermax Sheathing when the stucco finish is installed in accordance with the lathing and plastering manufacturer's reference specifications, which establish framing spacing, lath types such as woven wire fabric, stucco mix and application. Neither building paper, felt or paper backed lath are required over Thermax Sheathing. When woven wire fabric or metal lath is installed simultaneously with the Thermax Sheathing, the sheathing need only be held in place until the attachment of the lath since the lath fasteners also attach the insulation. Because of the potential for nail deflection, industry practice restricts the thickness of foam sheathings under conventional full - thickness stucco to 11/2' maximum. BASIC WALL wnh brick or stone veneer UNFACED GLASS FIBER BATT METAL TIE STUD N T0 FLASHING WEEP HOLEY BRICK VENEER THERMAX SHEATHING CODE ACCEPTED INTERIOR FINISH VAPOR RETARDER FINISH FLOORING _I SUB FLOOR HEADER SILI. PLATE SEALER ,I/ i,• FOUNDATION FINISH GRADE perimeter. Exterior stucco is applied, 3 /4" minimum (Ye" scratch & 36" finish coat) and a 1/2' gypsum board interior finish is applied to metal studs, with 1" bugle - headed screws 8" o.c. in the field and around the perimeter, joints taped and finished. Maximum exterior curtain wall heights are governed by building code requirements. Determination of maximum exterior curtain wall height to meet code criteria is made by the design professional using Design Wind Load (DWL) or Velocity Pressure (VP) data, as well as other pertinent infor- mation. Jim Walter Research Corp. has developed DWL and VP values for the allowing steel stud conditions, as used in the wall assemblies previously described. N.*i.tI Thickens Meow lulls 3 CEE IM1 s OWL 0. 01 ME(1) VP (11..M. DWL Ile. a ) LD) VP (161.FFt• Gage Spacing 20 16 7.0 33.1 7.0 33.1 14 16' 7.8 37.0 9.7 46.0 14 12' 7.8 37.0 TBD ��_ Pi STEM STEEL sTUOSTUCCo 3W STEEL $WOa PO/YETHYUAIE VAPOR RUMEN W GYPSUM SOARO INTERIOR MINCED RI, GLASS EVER SATE. r.. MAWR SNWWNS 4 1 , RIB ARW&O ' All LATH FRAME WALL SYSTEMS FOR NEW CONSTRUCTION Installation 1. Install an acceptable type corner bracing using either diagonal metal strap- ping, let -in wood or plywood which is covered by Thermax Sheathing. 2. Install Thermax Sheathing boards verti- cally with long joints in contact with one another and bearing directly on the fram- ing members. Avoid horizontal joints, unless joints bear on a horizontal framing member. 3. Secure Thermax Sheathing using 343" head galvanized roofing nails long enough to penetrate framing a minimum of 3/4"; or secure with 1" crown, 16 -gauge wire staples long enough to penetrate framing a minimum of 1/2". Nail heads or staples should not be over - driven. STEEL STUD WALLS For details of steel stud assembly and installation limitations, consult steel fram- ing maunfacturer, or the Metal Lath /Steel Framing Association and for the brick veneer, consult the Technical Notes published by the Brick Institute of America. Wall ties must be securely attached to the framing. Consult wall tie manufacturer for specific details. BRICK VENEER SYSTEMS Two systems are suggested for non -load bearing steel stud /brick veneer curtain walls; an economy /low -rise system for walls three stories high or less, and a standard system for high -rise wall heights, both subject to building code requirements. Economy System -3 story maximum: Nominal 3" or 4" exterior brick, 1" reflective air space, wall ties, Thermax Sheathing Board, 31/2' steel studs, 16" or 24" o.c., FACE BRICK STEEL STUD/RUCK VENEER IEw'aml SWAM 3A'STEEL STUDS POLYETHYLENE VAPOR RETARDER W GYPSUM BOARD INTERIOR UNFACEO R. 11 GLASS FI &R BAT15 IHERMAA SHEATHING WALL Ili I' AIR SPACE Secure the field of the board 12" o.c. and around the perimeter 8" o.c. or as required by the code authority having jurisdiction. Use a utility knife and straight edge to trim the insulation board to conform to irregular wall angles, projections, or wall surfaces less than board width or height. In stick built construction, Celotex sug- gests the use of 4' x 9' Thermax Sheathing boards to effectively cover the wall plates, wall, floor, ceiling junctures and band box header. Brick, wood, hardboard, aluminum or vinyl sidings are fastened to the wood frame construction through the Thermax Sheathing in accordance with the siding manufacturer's instructions. Shakes or shingles can also be applied by installing furring strips or a plywood nailer base over the Thermax Sheathing and attaching the shakes or shingles in BASIC WALL With siding UNFACED GLASS FIBER BATT EXTERIOR SIDING lit THERMAX SHEATHING CODE ACCEPTED ` INTERIOR FINISH \ I I VAPOR RETARDER FINISH FLOORING SUB FLOOR HEADER STARTER STRIP� ' -.: r SILL I� PLATE FINISH FOUNDATION WALL �.. . SILL SEALER 3 glass fiber insulation, 1/2" gypsum board. Standard System over 3 stories: Nominal 3" or 4" exterior brick, 1" reflective air space, wall ties, Thermax Sheathing, 1 /2" gypsum sheathing, 3 steel studs, 3 glass fiber insulation, 1 /2" gypsum board. STUCCO FINISH SYSTEMS Steel stud /stucco non -load bearing curtain wall systems containing Thermax Sheathing have been developed for Celotex by Jim Walter Research Corp. These suggested systems include 1 or 3 x 8', 14 or 20 gage galvanized steel punched CEE Studs, as manufactured by Bostwick Steel Framing Co. or equal, installed 12" o.c. or 16' oc., in accordance with the manufacturer's recommendations. Thermax Sheathing is applied to the steel studs with 3.4 lb./square yard galvanized diamond expanded rib lath, using Buildex #8.18 x 1'/4 "Type S -12 pancake head screw fasteners, spaced 6" o.c. field and r ACE BRICK STEEL BTU0AHRICK VENEER (SWIM SYIYmI � 3% STEEL STUDS SI � - POLYETHYLENE VAPOR RETARDER .+—N• OYPSUM e0ARG INflR O UNIACEO R.1161,145 FIBER BAITS W GYPSUM SHEATHING IHERMAA SHEATHING WAIL TIE 1 AIRSPACE dr accordance with the manufacturer's instructions. Stucco finish may be applied over Thermax Sheathing when the stucco finish is installed in accordance with the lathing and plastering manufacturer's reference specifications, which establish framing spacing, lath types such as woven wire fabric, stucco mix and application. Neither building paper, felt or paper backed lath are required over Thermax Sheathing. When woven wire fabric or metal lath is installed simultaneously with the Thermax Sheathing, the sheathing need only be held in place until the attachment of the lath since the lath fasteners also attach the insulation. Because of the potential for nail deflection, industry practice restricts the thickness of foam sheathings under conventional full - thickness stucco to 11/2' maximum. BASIC WALL wnh brick or stone veneer UNFACED GLASS FIBER BATT METAL TIE STUD N T0 FLASHING WEEP HOLEY BRICK VENEER THERMAX SHEATHING CODE ACCEPTED INTERIOR FINISH VAPOR RETARDER FINISH FLOORING _I SUB FLOOR HEADER SILI. PLATE SEALER ,I/ i,• FOUNDATION FINISH GRADE perimeter. Exterior stucco is applied, 3 /4" minimum (Ye" scratch & 36" finish coat) and a 1/2' gypsum board interior finish is applied to metal studs, with 1" bugle - headed screws 8" o.c. in the field and around the perimeter, joints taped and finished. Maximum exterior curtain wall heights are governed by building code requirements. Determination of maximum exterior curtain wall height to meet code criteria is made by the design professional using Design Wind Load (DWL) or Velocity Pressure (VP) data, as well as other pertinent infor- mation. Jim Walter Research Corp. has developed DWL and VP values for the allowing steel stud conditions, as used in the wall assemblies previously described. UNDERLAYMENT FRAME WALL SYSTEM FOR NEW CONSTRUCTION OR INTERIOR RETROFIT In this system, Thermax Sheathing, with taped joints and sealed penetrations, serves as an effective vapor retarder. Thermax Sheathing is applied directly to the interior stud surfaces and is subse- quently covered with a code - accepted interior finish. The underlayment system for new con- struction may include unfaced glass fiber insulation between the wall framing and does not require an additional vapor retarder. WOOD STUDS 4..-18" O.C.' CELOTEX LUE UMINIZED TA THERMAX SHEATHING CODE ACCEPTED INTERIOR FINISH Installation 1. Install Thermax Sheathing boards verti- cally with long joints in contact with one another and bearing directly on the interior stud surface. 2. Secure the sheathing with fie" head galvanized roofing nails Tong enough to penetrate framing a minimum of Vd or with 16 -gauge wire staples having a minimum 1" crown and leg length sufficient to penetrate framing a minimum of 1/2". 3. To maintain vapor retarder effective- ness of the system, tape all Thermax Sheathing joints with Cetotex Aluminized Tape or equal. 4. Caulk or otherwise seal all penetrations and floor and ceiling junctures as necessary. 5. Mechanically fasten code accepted interior finish over Thermax Sheathing with joints staggered, in accordance with manufacturer s instructions. ROOF SYSTEMS WITH INTERIOR EXPOSED WOOD DECK Application Instructions General: These instructions are applicable over 2" nominal T &G wood decks or plywood decks. Note: Thermax Sheathing is not a suitable nail or staple base for securement of shingles. New Construction 1. Deck should be smooth, dry and free of debris. 2. At eave and rake install a wood strip at least 21/2" wide and the same thickness as the insulation. 3. Install Thermax Sheathing with enough nails to hold in place. Fit snug at perim- eter and butt joints. 4. Install exterior grade plywood of thick- ness recormended by shingle manufac- turer over the Thermax Sheathing and eave and rake strips. Stagger plywood joints so they do not coincide with joints of Insulation. Nail 12" o.c. each direction with Vie" diameter head galvanized nails long enough to penetrate into the struc- tural deck at least 1". 5. Install the roofing system in accordance with manufacturer's instructions. Existing Construction When existing roofing systems consist of asphalt shingles or roll roofing, the pre - cedin9 procedure may be used, provided the existing system is dry, sound and structurally capable of supporting the additions and design loads. Wood shakes and shingles or tile are not recommended as substrates for this system, because of irregular surface flatness. Such materials should be removed down to.the sound, structural deck. ASPHALT SHINGLES •" 11 0104,W 11 § % 41 STARTER It IT STRIP �� ROOFING UNDERLAYMENT EXTERIOR GRADE THERMAX SHEATHING , " TLYWOOD 2 T & G DECK SHINGLE BO SINGL STRIPS WOOD SHAKES . 2 "` 4001> 04.1. WOOD SHAKE i 2" T 6 G DECK 1 "x 4" NAILING STRIPS " ROOFING OR PLYWOOD UNDERLAYMENT THERMAX SHEATHING rte—' r r / SPANISH d' TILE R OOF EXTERI G AND FE ROOFING PLYWO UNDERLAYMENT �/ 2" T & G DEC THERMAX SHEATHING WOOD NAILING STRIPS CEILING SYSTEMS Scissor truss construction, low pitched roofs and floored attics are examples of vented attic systems where limited depth of attic space may not permit the installa- tion of adequate thicknesses of loose fill or batt insulation. It is desirable to install THERMAX SHEATHING CODE ACCEPTED INTERIOR FINISH THERMAX SHEATHING insulation on the room side of the framing because space does not permit adequate attic insulation for today's energy efficient designs. Here, Thermax® Sheathing provides the simple solution. In such systems, the Thermax Sheathing is fastened directly to the underside of the ceiling joists. Penetrations are sealed. Next, V2 gypsum board or other code - accepted Interior finish is nailed or screw - fastened through the sheathing into the ceiling joists. Unlaced attic insula- tion can be installed between the joists. Attic space should be vented in the con- ventional manner. MASONRY WALL SYSTEMS Thermax Sheathing is the ideal insulation for masonry or concrete wall construction because its thin profile makes the applica- tion of high efficiency insulation not only easy but also economical. The reflective air space in some furred systems has added utility as a raceway for wiring while adding R -value benefits to the insulated wall systems. WOOD FURRED SYSTEM 1. Attach Thermax Sheathing to the field of the masonry wall with a construction grade adhesive following the adhesive manufacturer's instructions. 2. Apply suitable wood furring strips maximum 24" o.c. vertically over the insulation with appropriate mechanical fasteners, such as masonry nails or Tapcon screws, spaced 12" o.c. Fasteners should be long enough to penetrate masonry approximately one inch, and alternate furring strips should cover insula- tion board vertical edges. 3. Apply code - accepted interior finish in accordance with manufacturer's instructions. WOOD FURRING THERMAX / SHEATHING II r , MASONRY OR CONCRETE WALL REFLECTIVE AIR SPACE .4— CODE ACCEPTED INTERIOR FINISH As an alternate, wood furring may be applied vertically 24" o.c. directly to the masonry wall, with Thermax Sheathing and a code - accepted interior finish applied over the furring. MASONRY ORCONC 4 . 1 - . 1 , 5 10. REFLECTIVE Te AIR E W000 FURRING 1:.-- ACCEPTSD _ INTERIOR FINISH ~� THERMAX SHEATHING EWAII METAL FURRED SYSTEM Thermax Sheathing can be applied directly to the interior of the masonry wall, metal hat channel furring strips applied over the Thermax Sheathing and the wall then finished with a code - accepted interior finish. HAT CHANNEL CODE ACCEPTED INTERIOR FINISH MASONRY OR CONCRETE LL REFLECTIVE r _ AIR SPACE THERMAX SHEATHING REFLECTIVE AIR SPACE ° THERMAX SHEATHING ,/r HAT CHANNE CODE ACCEPTED 1 1111 INTERIOR FINISH Metal hat channel furring, Z furring or TGIF furring can also be used to install Thermax Sheathing in masonry walls. Consult Celotex for details. LAMINATED WALL SYSTEM 1. Apply suitable wood furring strips horizontally on the interior side of a dry masonry wall at floor and ceiling levels using appropriate mechanical fasteners. 2. Fit Thermax Sheathing between the horizontal furring and secure to the masonry wall with construction grade adhesive following adhesive manufac- turer's instructions. 3. Fit code - accepted interior finish over the face of the Thermax Sheathing and the wood furring, covering the wall from floor to ceiling. Secure interior finish to the Thermax and to the furring with construc- tion grade adhesive and with suitable fasteners into the furring. s: — I WA MOW I THERMAX SHEATHING (Trimmed to fit between furring strips) Adhesive 1 on smooth, clean, masonry or plaster • • furring mechanically fastened 12" o.c., top & bottom III I CODE ACCEPTED HAROBOARI PANELS NAILED 12" O.C. TOP & BOTTOM Molding Adhesive on THERMAX SHEATHING (Keep back 2" from hardboard panel edges) ( CAVITY WALL SYSTEM In this system, Thermax Sheathing as Cavity Wall insulation in 16" or 24" widths is applied between the exterior masonry finish and the concrete block wall. Install Thermax Sheathing horizontally within the cavity space against the inner wythe by using construction grade adhesive with wall ties located at the insulation board joints. MASONRY WALL OR CONCRETE �THERMAX SHEATHING WALL TiE EXTERIOR BRICK WALL i FAST -R TM EXTERIOR NON - FURRED STUCCO SYSTEM Application of this non - furred exterior wall system requires no special equipment or skills beyond the existing state of the lathers' and plasterers' art. Thermax Sheathing and galvanized metal rib -lath are fastened simultaneously to the wall with pneumatically driven case - hardened flat head nails, for subsequent surfacing with a portland cement stucco or render- ing mix. Secure Thermax Sheathing (1", 11/4" or 11/2") to the exterior of the block wall together with 3.4# galvanized flat rib expanded steel lath using Senco 21/4" hardened steel flat head nails and a Senco SN IV pneumatic drive tool (or their equivalents). Apply fasteners 12" o.c. to penetrate through the flat portion of the steel lath and the Thermax Sheathing with a minimum 013/4" penetration into the block wall. Stucco is then conventionally applied over the steel lath. Concrete Block , 1leMaximum Thetmax Sheathing THERMAX® SHEATHING ONE- AND TWO -HOUR FIRE RESISTIVE WALL ASSEMBLIES These time -rated systems have been tested at Ohio State University. For detailed test reports and engineering evaluations of system variations, using alternate materials and/or Thermax Sheathing thicknesses, consult your Celotex Regional office. ONE -HOUR RATING THERMAX SHEATHING APPLIED TO EXTERIOR WALL OSU REPORT #6534 INTERIOR FIRE SIDE W REVERSE BOARD & BATTEN PLYWOOD SIDING f •• 1" THERMAX SHEATHING 4--•+� 2" x 4" STUDS, 16" 0.C. �--- -- R -13 GLASS FIBER BATT 6 MIL POLYETHYLENE 34" TYPE X GYPSUM BOARD INTERIOR FIRE SIDE NTERIOR FIRE SIDE ONE -HOUR RATING THERMAX SHEATHING UNDERLAYMENT SYSTEM OSU REPORT #6535 TWO -HOUR RATING THERMAX SHEATHING MASONRY WALL SYSTEM OSU REPORT #6536 W REVERSE BOARD 8 BATTEN PLYWOOD SIDING W INTERMEDIATE GRADE FIBERBOARD SHEATHING 2" x 4 "STUDS, 16" 0.C. R•13 GLASS FIBER BATTS 1" THERMAX SHEATHING TAPE W TYPE X GYPSUM BOARD 8" LIGHTWEIGHT CONCRETE BLOCK NOMINAL. 1 "x 2" PRESSURE TREATED WOOD FURRING STRIPS 24" 0.0. 2W THERMAX SHEATHING %" TYPE X GYPSUM BOARD INTERIOR FOUNDATION INSULATING SYSTEMS Slab Insulation 1. Apply a polyethylene (minimum 4 mil) vapor retarder over flat, smooth dry and well- tamped fill. Lap the vapor retarder a minimum of two inches and extend it verti- cally at least two inches above grade. 2. Lay Thermax Sheathing over the vapor retarder and against the interior of founda- tion walls, staggering all joints and butting them together. 3. Install required reinforcement and concrete slab directly over the sheathing or vapor retarder. Crawl Space Insulation Adhere Thermax Sheathing to the field of the wall with construction grade adhesive following the adhesive manufacturer's instructions. EXTERIOR FOUNDATION INSULATING SYSTEMS Perimeter Installation This system uses Thermax Sheathing continued into the ground on the exterior of the foundation. The siding is applied in the normal manner. Where mechanical backfill operations are used or where the bottom edge of the siding is several inches above grade level, the use of suitable protection material applied over the exposed insu- lation should be considered to avoid physical damage. Note: Good building practice dictates that building sites are provided with adequate grading and provisions for draining away from the building and foundation. • A • .0. Y • .4 THERMAX SHEATHING "— PROTECTION COURSE FOUNDATION AND WALL "SUPER SYSTEM" For exterior walls and slab perimeter (foundation exterior) insulation, Thermax Sheathing can be installed to provide both the foundation exterior insulation and the exterior sheathing. In this super wall system, sufficient Thermax Sheathing thickness is used to achieve desired R- values. The entire surface of the sheathing is covered with woven wire lath and stucco. Suitable protection against termites and other insects should be considered in any building, but particularly where perimeter insulation is in direct contact with the soil. If insecticide chemicals are used, follow manufacturer's directions. Such chemicals do not dissolve Thermax Sheathing but can have a detrimental effect on polystyrene foams. 9 THERMAX SHEATHING IN RE- SIDING APPLICATIONS Thermax Sheathing can be installed as an insulating and leveling undercourse in re- siding applications. The sheathing is easily installed over the existing siding by fastening as required. Then new siding, either vinyl, aluminum, steel or wood, is installed according to the manufacturer's recommendations. Make sure that mechanical fasteners are long enough to penetrate both the Thermax Sheathing and the normal nail - able base to the required depth. This application of Thermax Sheathing creates the beneficial effect of a warmer wall stud cavity under winter heating conditions, reducing the potential for condensation within the stud cavity. However, where there is evidence of exist- ing moisture - related wall problems, cor- rective action should be taken before proceeding with new siding application. Corrective actions should include: 1. Replacement or repair of rotted siding and trim. 2. Increased attic ventilation capability. 3. Installation of an interior -side vapor retarder (see page 4). In addition to the corrective actions suggested above, the application of Thermax Sheathing on walls showing evidence of existing moisture should include Celotex Retrovent Strip installa- tion. The proper installation of Retrovent Strips, as follows, provides for relief of stud cavity moisture through top -only venting. Retrovent Strip Installation 1. Apply Celotex®RetroventTM plastic strips to all exterior walls by nailing or stapling the plastic strip horizontally to the bottom course or panel of the existing siding and over the top of doors and windows. (See sketch #1.) 2. Apply Retrovent plastic strips vertically, fastening 16" o.c. from the horizontal plastic strip to the juncture of the existing siding and existing soffit. Start at the corner of the building and align the strips over the existing vertical studs. (See sketches #1, #2, #3A, #3B and #3C.) 10 IILthN SKETCH NO. 1 E XISTING [Aare INSULAOON MITRE PRE51NT1 INIEWOR WALI AND VAPOR STUD RE TAHOE ' y SHEATHING EXISTING SIDING kA I/ 3. In gables, wood furring may be used in lieu of vent strips when gables are not insulated. This furring must be thick enough to maintain the same plane in the siding that will be installed later. End furring no less than 1 /2" from the underside of the overhang. Thermax Sheathing Installation It is good practice to cover the edge of Thermax Sheathing as shown in sketch #5A when using 1 /z' sheathing. When using greater thicknesses of Thermax Sheathing, cover the edge as shown in sketch #5B. 1. Secure the Thermax Sheathing over the plastic Retrovent Strips with vertical sheathing joints centered on the vertical Retrovent Strip. (See sketch #2.) 2. At all wall and soffit junctures, install Thermax Sheathing no less than 1 /4" below the soffit to provide top -only wall venting for moisture vapor relief. (See sketches #3A, #3B & #3C.) There are several different methods for installing Thermax Sheathing under windows as shown in sketches #4A, #4B and #4C. 3. Secure Thermax Sheathing with 3 /D " diameter head galvanized roofing nails or 1 " crown 16 gauge staples with a minimum of 1 /2" penetration into a nail holding substrate. Apply the fasteners 8" o.c. or into lower portion of each course of siding aligned over the Retrovent Strips; do not secure the upper edge of sheathing. 4. Apply perimeter fasteners 1 /2" to % " from the edge of the sheathing. Adjacent nail heads at sheathing joints should be staggered, (See sketch #2.) 5. At walls below gables enclosing venti- lated attics, where the gable section is furred to receive the siding, install the Thermax Sheathing up to the furring strips. In those gables enclosing occupied areas, install Retrovent Strips up to the underside of the overhang, and install Thermax Sheathing up to 1 /," from the underside of the overhang. When gables have no overhang, Install a suitable flashing which will deflect water beyond the new siding. Install Retrovent Strips and Thermax Sheathing up to 1 /-i' below the flashing in order to provide a venting path. (Refer to sketch #6.) THERMAX SHEATH NO OVERVINT STRIPS NIW SIDINGAPPLIID OVER THE AMAX SHEATHING W MINIMUM SPACE SETWEEN THE SOFFIT AND THERMAXSNEATINNO /NEW SIDING. THIS METHOD MAYALSO K USEDON SIDEWALLS AT THE SIDEWALL SOFFIT JUNCTURE. SKETCH NO. 313' "RETROVENT" PLASTIC STRIP SECURE THE THERMAX SHEATHING ONLY OVER THE "RETROVENT" PLASTIC STRIPS WITH CROWNGALV NAILS OR 1 CROWN 16 GA STAPLES SPACE THE FASTENERS @ S" 0 C OR INTO LOWER PORTION OF EACH COURSE OF EXISTING SIDING ALL PERIMETER THERMAX SHEATHING FASTENERS SHOULD BE SET AT W TO W FROM THE EDGE OF THE THERMA%BOARD PERIMETER FASTENERS AT THERMAX BOARD JOINTS. SHOULD BE STAGGERED FROM THE ADJACENT FASTENER SKETCH NO. 2 THERMAX SHEATHING VENT STRIP NEW SIDING • 1. OLD SID THERMAX SHEATHING SKETCH NO. 3A NEW VENTED (PERFORATED) SOEFlT INSTALLED. CELOTE "RETROVENT " PLASTIC STRIP MD THE RMAXSHEATHING ME 110TH EXTENDED UPAIIIO ANO INTO THE NEW SOFFIT ARE IMP SKETCH NO. 3C WINDOW FRAME EXISTING SWING Step 1 (before) SKETCH 5A SHIP 2 INSTALL 1 B• J CHANNEL OVER EXISTING SIDING WHERE SIDING MEETS WINDOW FRAME RETROVENT STRIP Step 3 INSTALL RETROVENT STRIPS AND 14 • MERMAN SHEATHING, BRINGING THE RMAX INTO J CHANNEL OPENING WINDOWSILL EXTENDER WHERE REQUIRED W MINIMUM VENT SPIKE EXIT NISTALLATION OfJ CHANNEL AND THERMS SHEATHING S4" NICK AY q[ Of WINDOW (SNEER TOP OF WINDOW, ALSO SAME AT DOOM) t THICK THERMAX SHEATHING EXISTING SHEATHING EXISTING SIDING CELOTEX "RETROVENT" PLASTIC VENT STRIP SKETCH NO. 4A NEW THERMAX SHEATHING NEW SIDING WINDOW FRAME EXISTING SIDING SKETCH 50 EXISTING SIDING EXISTING FRAME FRAME EXTENDER TO CONCEAL EDGE OFTHERMA% EXISTING FRAME FRAME EXTENDER Vi• J CHANNEL OVER THERMAX AND /OR FRAME EXTENDER KU L WHEN THERMAK HEATING EXCEEDS YyflNCimns EXISTINGVANOOWSILL r-- 41111111 I NEW VIM SIDING ■APOR SILL EXTENSION MASH ING UNDER SILL DETAIL SHO WIN VENTING T JJEHANNEL (See Sg1eb 41or ANNmete) SKETCH 4C THERMAX SHEATHING THICKER THAN Ye" THERMAX SHEATHING EXISTNIG SIDING FUMING, Tod) RETROVENT M• THERMAX' SHEATHING 1 SKETCH • SKETCH 413 SILL RUE EXTENSION EXISTNIGWINDOW won JJ II I NEW VINYL+. SWING EXISTING SIOI ) NETNOVENT STRIP THERM( SHEATHING UNDER SILL VENTING OVER J CHANNEL A17UWLEFORTNERIAM SHEATHING THICKER THAN W EXISTING FACIA EXISTING DRIP EDGE 4A• VINYL CHANNEL EDGE OF VINYL SIDING w• TNEAAMX SHEATHING RETROVENTSTRIP EXISTING SIDING ONE METHOD AT RAKE WHEN NENE IS NO OYEIANG 11 Characteristics, properties or performance of materials manufactured by The Celotex Corporation herein described are derived from data obtained under controlled test conditions. Celotex makes no warranties, express or implied, as to their characteris- tics, properties or performance under any variations from such conditions in actual construction. The Celotex Corporation REGIONAL SALES OFFICES AND MANUFACTURING PLANTS For additional information, contact your Celotex representative or one of these offices or plants. Sales Offices ATLANTA 2700 Cumberland Parkway Suite 330 Atlanta, Georgia 30339 Phone (404) 436 -8005 CHICAGO 640 Pearson Street Des Plaines, Illinois 60016 Phone (312) 298 -1943 CINCINNATI 320 South Wayne Avenue Cincinnati, Ohio 45215 Phone (513) 821 -3000 800-582-4471 DALLAS 13601 Preston Road Dallas, Texas 75240 Phone (214) 661 -9773 assumes no responsibility for the effects of structural movement. Any deviation from these instructions voids all warranties, including implied warranties of merchantability and fitness for particular purpose. Thermax Sheathing is protected by one or more of the following U.S. Patents: 3,903,346; 3,940,517; 4,028,158; KANSAS CITY 2210 West 75th Street Prairie Village, Kansas 66208 Phone (913) 362-0453 800-255-6629 PHILADELPHIA 996 Old Eagle School Road Wayne, Pennsylvania 19087 Phone (215) 964 -1925 WESTERN BUILDING PRODUCTS REGION 6400 Stevenson Boulevard Fremont, California 94538 Phone (415) 490-0491 800-227-1216 EXPORT Jim Walter International Sales 1500 North Dale Mabry Highway Tampa, Florida USA 33607 Phone (813) 871 -4811 BUILDING PRODUCTS DIVISION THE CELOTEX CORPORATION POST OFFICE BOX 22602 TAMPA, FLORIDA 33622 a aim AA_ cony 4,169,921; 4,284,683; 4,346,133; 4,386,983; 4,043,719; RE 30984. Celotex, Thermax and Retrovent are trademarks of The Celotex Corporation. Some Celotex Systems are protected by one or more of the following patents: U.S.:. 4,129,972; 4,277,926 Canadian: 1,091,885 Manufacturing Plants 1255 North 5th Street Charleston, Illinois 61920 Phone (217) 348 -8176 800-637-2044 1500 John Tipton Blvd. Pennsauken, New Jersey 08110 Phone (609) 663 -2626 800 -257 -5313 P.O. Box 5884 Texarkana, Arkansas 75501 Phone (501) 774 -3685 800 -TH R AX 400 West Gandy Dancer Drive Tracy, California 95376 Phone (209) 836-5600 800-992-8117 10/83 Printed in U.S.A. Sin 1A• 41• 3r 7 ,9' 1• 1 1 13r r 2W 2W 2 231' r 3t5 3 73Y 4' 4 Product RA%lu 11764 Man T.mpmtun 3.6 4.5 5.4 6.3 7.2 9.0 10.8 12.6 14.4 18.2 15 19.0 19.8 21.6 23.4 25.2 27.0 26.8 30 yye�t R•Wla witll 6.4 7.3 8 2 9.1 10.0 11.8 17.8 15.4 17.2 19.0 20.8 21.8 22.6 24.4 26.2 28.0 29.8 31.8 32.8 Sin (11.) 44 44 44 44 44 44 44 44 44 44 418 44 44 44 446 44 44 419 44 44 44 44 419 14 44 44 44 44 44 44 4d 44 44 44 1141 419 44 49 SSq.FL Penns 1920 2160 1536 1728 1260 1440 1068 1224 960 1060 768 864 640 720 544 812 460 540 416 468 384 432 352 396 352 396 320 360 288 324 256 266 256 206 224 252 224 252 We r n Area: Tracy, Californi f.'lant ®h Th¢rrnax S ¢at hin Fact Sheet This Is a glass -fiber reinforced polylsocyanurate foam with reflective aluminum foil facers. 1 Systems R -value le the total R -value achieved when the bright alum num 100 surface I6 Installed next to a 3 air apace Ina wall. The product R value I6 then added to the air pace R -value of 2.77 (rounded 2.8) o provide the system R•value, per ASHRAE Handbook 1981 Fundamentals. READ THIS BEFORE YOU BUY What you should know about R- values. The chart shows the R -value of this insulation. R means resistance to heat flow. The higher the R- value, the greater the insulating power. Compare insulation R- values before you buy. There are other factors to consider. The amount of insulation you need depends mainly on the climate you live in. Also, your fuel savings from insulation will depend upon the climate, the type and size of your house, the amount of insulation already in your house, and your fuel use patterns and family size. If you buy too much insulation, it will cost you more than what you'll save on fuel. To get the marked R- value, it is essential that this insulation be installed properly. WARNING: Celotexe Thermax foil -faced products should only be used In strict accordance with Celotex' recommended uses and application instructions. The use of Thermax products or other thermal insulations, in conjunction with exposed combustible building components, may contribute to rapid spread of fire. Thermax foil -faced products by themselves, or Thermax foil -faced products used in conjunction with non - combustible building components, will burn but will not contribute to rapid spread of fire. The above conclusions are based upon fire tests conducted on unoccupied structures and upon nationally recognized fire tests. Thermax foll -faced products, like wood and other organic materials, can release toxic smoke if ignited. Thermax foil -faced products, when applied in accordance with Celotex' Instructions, meet the requirements of the model building codes, various insurance authorities and other regulatory bodies in a wide variety of recommended applications. #t t Characteristics, properties or performance of materials manufac- tured by The Celotex Corporation herein described are derived from data obtained under controlled test conditions. Celotex makes no warranties, express or implied, as to their characteristics, properties, or performance under any variations from such conditions in actual construction. The Celotex Corporation assumes no responsibility for the effects of structural movement. Therrnaxe Sheathing is protected by one or more of the following U.S. Patents: 3,903,346; 3,940,517; 4,028,158; 4,043,719; 4,169,921; 4,284,683; 4,346,133; 4,386,983; 4,41 RE 30984. Celotex and Thermax are trademarks of The Celotex Corporation. BUILDING PRODUCTS DIVISION THE CELOTEX CORPORATION POST OFFICE BOX 22602 TAMPA, FLORIDA 33622 a JIM Walter company Legal Description That portion of the Joseph Foster donation claim in Section 14, Township 23 North, Range 4 East W.M., in King County; Washington, described as follows: Beginning at the northwest corner of said donation claim Thence S 0 55' 35" W (deed S 0 ° 11'00 "E) 640 feet; Thence S 89 04' 25" E (deed N84 49'00 "E) 137 feet to the true point of beginning; Thence N 0 55' 35" E (deed N 0 "W) 100 feet; Thence S 89 04' 25" E (deed N89 "E) 112 feet; Thence S 0 55' 35" W (deed S 0 ° 11'00 "E) 85 feet; Thence S 89 04' 25" E (deed N89 ° 49'00 "E) 137.23 feet, more or less, to the southwesterly line of 56th Ave. South, as deeded to the town of Tukwila by deed recorded under Auditors file No. 3121732, in King County, Washington; Thence S 21° 48' 05" E (deed S 22 ° 54'40 "E) along said Southwesterly line to a point from which the true point of beginning bears N 89° 04' 25" W (deed S 89°49'00 "W); Thence N 89° 04' 25" W to the true point of beginning. Together with that portion of vacated South 141st St. adjoining. F ., CONSULTING ENGINEERS /CIVIL AND STRUCTURAL DESIGN CALCULATIONS FOR STOWE /RIGG RESIDENCE — RETAINING WALLS TUKWILA, WASHINGTON FOR ALLEN ELLIOTT, AIA 4020 AIKINS AVENUE SW SEATTLE, WASHINGTON 98116 MAY 1985 R.E. JOB NO. 8501 -018 Suite 103/34.37th Street N.E. /Auburn, WA Post Office Box 836 /Auburn, WA 98071 206.833.7776 � &RTOag RECEIVED CITY OF TUKWIL* , MAY 8 1985 MUMS DEPT. 1 • "axo *l(nor*,b+tw. RUPERT ENGINEER( .1, INC. 34 -37th St. N.E. Suite 103 P. 0. Box 836 AUBURN, WASHINGTON 98002 (206) 833.7776 4 ' ... See .SHutri- 2 FOR 1ST ,zM,Lru n.,. N oreS .. _..... i ..9' 4.1. .P.aA.F_.P,Pn a7 Cl24■4voTy ...p.t.s crt 0402.4 Q. I. 6•aJ iaG C i..fkait % JAC2trit .....OAA,J...Ra , .... •)! ' i ..To. W►T.H n►.... 2... o.a.;.F1a ...41e#4!•77..... • 1 1 ' 1 ' Sts l6 `f B i l 1 - b 3- 4. ..... ( Rsoy *,8 SHEET NO CALCULATED BY CHECKED BY '' SCALE 3 A-• -' 1 S ^ OF % Z. 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RUPERT ENGINEER( 1, INC. 34-37th St. N.E. Suite 103 P. 0. Box 836 AUBURN, WASHINGTON 98002 (206) 833-7776 JOB 501 - 01 . 1.■ SHEET NO S 0 CALCULATED BY DATE CHECKED BY DATE SCALE OF RUPERT ENGINEER, .G, INC. 34 -37th St. N.E. Suite 103 P. 0. Box 836 AUBURN, WASHINGTON 98002 (206) 833.7776 JOB SHEET NO CALCULATED BY CHECKED BY SCALE :' Ql -ol F - 7 rZ OF DATE I Z 1+ 24. DATE • Gh CCrt 114a 0 ... 6i0 4-113b . 7. . 4 I • OT, ¢ 'G P -rr .. ........... q- 0Psr ve- 30 0 / „./,z -. 4 00a..... 13 ....±.R, l�y... ..l 0 • gra 6,5 t_l Kdy.. rmcT I /Awn /Uc.. bow as NUL RUPERT ENGINEER( a, INC. 34 -37th St. N.E. Suife 103 P. O. Box 836 AUBURN, WASHINGTON 98002 (206) 833.7776 JOB SHEET NO oIq 8 OF DATE 1 • 7 '� ��- DATE CALCULATED BY Rs. o CHECKED BY SCALE HECK a. ......... ;....... -- -�5-._ i , s7 .re.. ........................ ?Sr............. 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May 1, 1985 D A 7 it f=f <a VID 0.1 - R "PAzvt D - urn cmr 71 io t, A.I A F fnClaI Allen 0. . 4020 Ai ki ns Avenue -- '---_- Seattle, WA 98116 .W. GEOTECHNICAL STUDIES, PROPOSED STOWE /RIGG RESIDENCE, 56TH AVENUE SOUTH, Y '" j L L TUKWILA, WASHINGTON This letter report presents the results of a geotechnical evan-ti above lot as shown on the vicinity map (Figure 1) and on the Site Plan, Fig..S f'/ 2. The purpose of our work was to assist you in the design of the proposed 1 single family dwelling. You orally authorized this work on April 15, 1985. Field Studies The scope of our field studies included a reconnaissance of the property and the adjoining properties, a review of the existing geologic literature for this area, and the excavation of three backhoe test pits. The test pits were excavated on April 24, 1985 by Advanced Ditching b Excavating Service of Seattle, Washington, using a Case 580D rubber -tired backhoe. The depths of the three test pits were 10, 9, and 12.5 feet and penetrated into dense or very dense soil. The holes were loosely backfilled by the backhoe operator. The approximate locations of the test pits are shown on Figure 2 and the logs are presented on Figures 3 through 5. Site and Project Description The site for the proposed Stowe /Rigg residence is located on an east - facing slope in the City of Tukwila, as indicated on the Vicinity Map, Figure 1. The lot is L- shaped with a long, narrow corridor extending uphill about 150 feet from 56th Avenue South at about 16 degrees to the horizontal. A driveway will occupy this narrow portion of the property. The upper portion of the property is roughly a 120 - foot - square which slopes down to the east at approximately 14 degrees. The proposed house will occupy the center portion of the square. The site has already been partially cleared. A low ivy- covered rockery protects a cut slope between the east property line and an existing house located downslope. No distress was observed in this cut and no seepage was seen. On the property to the southwest of the Stowe /Rigg property an ecology block retaining wall was built on the slope and fill Raymond P. Miller, P.E. George Yamane, P.E. Harvey W. Parker, P.E. Senior Vice President & Manager Vice President . Vice President Senior Associates: H.H. Druebert, P.E., Thomas E. Kirkland, P.E., Atel A. Azzam Associates: Allen B. Gifford, P.E., Gordon E. Green, P.E., W. Paul Grant, P.E., Ming•Jiun Wu, P.E. it Allen D. Elliott, A.I.A. May 1, 1985 Page 2 W- 4390 -01 appeared to have been placed behind the blocks. The blocks were leaning down- hill and anchors had been placed through the wall, presumably to arrest move- ment of the wall. No signs of instability were observed in the natural soils below the wall. A drain pipe protruded from this filled area; however, no water was flowing from it during our visit. The proposed developed will consist of the following elements: (1) A two -story wood -frame structure with daylight basement /garage, for which the maximum construction excavation will be about 15 feet at the southwest corner of the basement wall. (2) A driveway roadway for which there will be 10 -to 12 -foot excavations on the south and west. The excavations will be supported by retaining walls or protected by rockeries. (3) A garage entrance area is planned for which 3 to 8 feet of fill will be required. Subsurface Conditions The site is underlain by glacially deposited soils which overlie bedrock. The depth of bedrock at this site is unknown. Except for the upper 2 to 5 feet, the site soils are glacially overconsolidated and are dense to very dense. The upper 2 to 3 feet of the soils at the site are generally very loose to loose, brown, moist to wet, gravelly, slightly clayey, silty sand containing numerous roots and other organics. In test pit TP -2 the upper 3 feet con- sisted of medium stiff to stiff, moist to wet, gravelly, sandy, clayey silt with roots and organics. Underlying each of these surficial layers was a stratum of soil that was transitional in density between the soils above and below. It was medium dense in the sand soils and very stiff in the silt soils. At depths ranging from 3 to 5 feet very dense soil was encountered in each of the test pits. This density extended down to the bottoms of the pits and the soil was generally a gray or gray- brown, moist to wet, silty sand, locally clayey and gravelly. The soil was clearly a glacial till in the case of test pit TP -1, but was till -like in the other two test pits. In test pit TP -3, silty, water - bearing sands were encountered within the till -like materials. Groundwater was not encountered in test pits TP -1 or TP -2; however, iron oxide stains indicated that groundwater does percolate through these soils periodic- ally, either during the winter months when precipitation is greatest or during the summer months when water may discharge from the neighbor's discharge pipe near the southwest corner of the property. Groundwater seepage was encoun- tered in the sandy soils between 8 and 11.5 feet in test pit TP -3. This caused the sides of the test pit excavation to cave below 11 feet. SHANNON & WILSON, INC. Allen D. Elliott, A.I.A. May 1, 1985 Page 3 W- 4390 -01 Engineering Conclusions and Recommendations Slope Stability Based upon the results of the subsurface explorations and a review of the plans for the Stowe /Rigg residence, it is our opinion that the hillside is basically stable and instability is not anticipated during and following construction as long as the recommendations set forth in this report are followed. These measures include a phased sequence of construction, compac- tion of fills and drainage measures. The work to be accomplished on this property will not adversely impact property or structures on properties uphill, in our opinion; however, the ecology block wall on the adjacent property may become increasingly distressed in the future, creating a hazard to the Stowe /Rigg property. Furthermore, we recommend that the water dis- charge pipe on that adjacent property be routed to a suitable storm or sani- tary sewer so that it no longer discharges onto the Stowe /Rigg property. Foundations We recommend that all foundations for the residence and the retaining walls be supported in the very dense soils found on the site. An allowable bearing pressure of 4,000 pounds per square foot could be used for designing contin- uous footings or column footings. This allowable bearing pressure could be increased by one -third under seismic loadings. All strip footings should have a minimum width of 18 inches and rectangular footings a minimum width of 24 inches. All footings should be founded at least 18 inches below the lowest outside grade. Should fill be placed beneath the garage floor slab on the east side of the garage, the original ground should be cleared of roots and organics before placing structural fill. Structural fill for the floor slab should be placed in thin lifts not to exceed 6 inches and systematically compacted to a dense, unyielding condition and to at least 95 percent of the maximum density as determined by ASTM D 1557 -70. All foundation walls should be drained with a subdrain and backfilled with clean, free - draining material as shown on Figure 6. Retaining Walls Retaining walls are indicated on the preliminary site plans and on Figure 2. These walls include the house basement walls and the driveway walls. Although the preliminary plans indicate a rockery to retain fill for the garage entrance area, we recommend that this fill be supported by a reinforced concrete retaining wall. We recommend that rigid retaining walls be designed for an at -rest equivalent fluid pressure (EFP) of 65 pounds per cubic foot (pcf). If the wall is free - standing or otherwise allowed to move horizontally SHANNON & WILSON, INC, Allen D. Elliott, A.I.A. May 1, 1985 Page 4 W- 4390 -01 or to rotate, so that the top of the wall moves away from the soil an amount equal to about 0.001 times the wall height, an active EFP of 40 pcf can be used in design. These values are for a slope of 15 degrees and drained conditions behind the wall. Drainage provisions behind all walls should be as presented on Figure 6. Rockery Walls Rockeries should be constructed in accordance with the recommendations shown on Figure 7. The slope behind the rockery should be composed of very dense soil and stable of its own accord. Lower rocks should weigh a minimum of 1,600 lbs. (4 -man rocks) with overlying rocks weighing at least 800 lbs. (2 -man rocks). Openings between rocks should be tightly chinked with quarry spalls to retain pervious backfill. Drainage provisions are very important due to the anticipated groundwater seepage near the base of the rockery. Other Considerations Because nearly all of the site soils contain significant percentages of silt or clay and are wetter than the optimum moisture content, we recommend that all of the excavated soil be removed from the site. None should be utilized for structural fill or wall backfill, nor spread out on the site where it may slide. Temporary excavations of 12 to 15 feet are planned for a length of approxi- mately 80 feet for the residence and the driveway retaining wall. We recom- mend that the excavation be phased so as not to have the entire length excavated at one time; that is, the retaining wall for the driveway should be constructed and backfilled prior to the start of the garage entrance area or house excavation. The test pits were loosely backfilled and approximately located. If any test pit backfill falls within the building or paved areas or under foundations we recommend that it be removed and replaced with compacted structural fill, concrete, or structurally bridged. The upper two to three feet of soil is loose and may ravel into the excava- tions. We recommend that this loose soil be sloped back at a flatter slope than that of the general excavation to decrease the ravelling process. Before placing fill for the garage entrance area we recommend that the ground surface be stripped of roots and organics. Fill should consist of relatively clean imported pit run sand and gravel which is compacted to at least 95 percent of the maximum density as determined by ASTM D 1557 -70. SHANNON & WILSON, INC. Allen O. Elliott, A.I.A. May 1, 1985 Page 5 Limitations The analyses, conclusions, and recommendations contained in this report are based on site conditions as they presently exist. We further assume that the exploratory test pits are representative of subsurface conditions throughout the site; i.e., the subsurface conditions everywhere are not significantly different from those disclosed by the explorations. In performing our professional services, we have and will use that degree of care and skill ordinarily exercised under similar circumstances by members of our profession in this locale and no other warranty, either expressed or implied, is made in connection with our rendering of professional services. If, during construction, subsurface conditions different from those encoun- tered in the explorations are observed or appear to be present beneath excava- tions, we should be advised at once so that we can review these conditions and reconsider our recommendations where necessary. If there is a substantial lapse of time between the submission of this report and the start of work at the site, or if conditions have changed due to natural causes or construction operations at or adjacent to the site, we recommend that this report be reviewed to determine the applicability of the conclusions and recommendations considering the changed conditions and time lapse. We recommend that we be retained to review the final plans and specifications to determine if they are consistent with our recommendations. In addition, we recommend that we be retained to observe construction, particularly the excavations, bearing soils, and the drainage conditions. Unexpected conditions frequently require that additional expenditures be made to attain a property constructed project. Therefore, some contingency fund is recommended to accommodate such potential extra costs. Sincerely, SHANNON & WILSON, INC. am . apra. , . . . Principal Engineering Geologist Thomas E. Kirkland, P.E. Senior Associate WTL /1n3 Encl: Figures 1 through 7 W- 4390 -01 SHANNON & WILSON, INC, J 1 4 1 ki jl 6 1 AM ' - RAINIER was. BEACH 4 F 1 /Yo 7O: / 144 e/ 4?,, f 77om'•S /112p. HON PIMP, - KENNYDAL w11N r NU . MAIM NMI La4e 4- Wa s h i n g t o n AL LEN JP, .E"L L /O77 4,L 4. STOWE /fc''' /C A7ES /DEitiez V /C /.v/ rr M■p AP,C /L /9 &5" Wes �C -at SHANNON & WILSON, INC. I (Zootechnical Consultants Y- { W.? -' '. ; • s. - • • • , t 1 1 !j. \I 11I 1 IA II A w , 1 N t1?'j / for : Siz'e / 94w, Z�.+re ' �To yv 44, ho. 01 .�z'owe� 99 ��siard e P /mss- 4a/ 3- 2 / -85T 'ma'' 4... �`` • :4%.;,',..... `�, .� IL��� KI�tc % yuonarf orr WAIMINA WI-- w ve HkW GONG. ()KM *17K.0/31 PNNiN Mai M1.•• T .t. r1G ✓,r1vri islet • 1 t• VI?Vig" • N art• A-t v; • ` • l \ + KK.KrICta rDliDMI1 11t,\ \ ■ +vt r.1 ,s._ SCA LE S /o 20 .LE EA/ Yesz`oii`s ■ 11, w i‘ < • ' •— • ■■11 .07 857 1 .• , \ 'ter ' i •, \. ,N1 ,,, a y, . .... if :k i . . • . • '1 ''' ,,, , ..........., iv . w. .- e--41.'" ';,,c-41&... ''''' ...., . ...., - t■ j •Illy IOW .J.„..-ggp "......‘. - -.......-"•:-... '‘....• *--. • '........ N. . ""..... N . •.-1• ....*. . „ ....,- ..z. --,:s....„ .......„ - ..,...... .....ei , MM.. el • ..::: • 411■•■•11.7;a.m.....L. .. N '''... 1 '.... , % Sft,....■ ...,... -4.•■ .. .s, ... (WOW V01'41 'Pe' VI) ' 11/ ' KSKFICT - , ,t1iPtellf Mfr. INA 11/A1.1.- t.p pref. Os tirW GeNG. VKIVY V4/ ritcirbi PrII*11 - 141 A V 0.1.41 4 .4... rIC• nor Ivor awl.. S CA L E 6 /0 20 3 77z:/ oT _z to • o• ( perk' rn r • pi Alt:id e ore ' re t• • ' 1 . • ..r 41 Virik AVA in lel 4•441 meogulok 11N -I • SHArlIN & WILSON, INC. G.& !helical Consultants . • e/4rt4I y MO/ &1 rfp IN 6 IP • 000P11-4C4- • r fwi r r e. wilmo WATIFR felf00 tent ,w) p WIWI" trVi94: IQ o 0 pir.P WK14.41 AZz..f./ P. /a 7- 7; A .27 A. • 57 kvE/Avc5* .1 /90s- SHANNON & WILSON. INC. JOS NO. 14/4 - 0/ DATE AR,e/z "Mr-LOCATION Pi/ES7-S/0E a/E" iflot/sE Gootschnical Consultants PROJECT 57 es A•e& LOG OF TEST PIT 71:1- SOIL DESCRIPTION Ground .t.r I soidums1 laud ul yids° SKETCH OF SO c" PIT SIDE SURFACE ELEVATION: /1- 2- Horizontal Distance In Foot 6 10 12 w.ey 17 7 - .1'?"0 , F VAE 77dt/ .1-7 6 r.- Q�7 i1 cY3S$o 3evay .5 S-3 S-4 0 10 12 ZOOS L"; ' i ....... . . . . . . ..... .SA W/PY.A1947.-5 freOW, ~0 i . ... D/ r .. 5 -r - 7 - .......... 0.04,1Gd4- girl - -et g AirLI R est:, l ijr 0 - A4 '- 1 4,1,:e- VE47 '44)E-)1/3"; • -P' r a i.-,------ a;E".4,tneyo/117 V' 54 AV • 5/ (7,z z) aZ ..____:........_ SHANNON & WILSON, INC. JOS NO. W43 ?o -4/ DATE ARe/4 198 LOCATION E4ST s/ t /YOVSE Gaotachnical Consuh.nts LOG OF TEST PIT Tit 2 PROJECT S7 o' /P /4r .PS /DE•Ne'E SOIL DESCRIPTION Ground Water Samples' Depth In Foot SKETCH OF 14 PIT SIDE SURFACE ELEVATION: /3Z FT('*' Horizontal Distance In Feet 4 6 6 10 12 0 2 4 / a ' s ' 3/YO/V 1 s -/ S -2 S -3 O 2 s 6 6 10 12 /'J : : :2EDDfS ::::::Czi4 yv . ro 'T, : aRy .0'7 :.eoo r . .Q.4Y. $eo/r!4/ 1 L).; . - - 4A.D) :•f vP: a.e. zQL%� 4.-fe: • • • - sr : : 4/ vr: :srz r € W rWilr et,P vER) PEWS,' 7b WET, : e"op. 6 .e:9i'44Y 8eow.K CL.I i!EY, Sa Woi$Y 77 ' - ■• SHANNON & WILSON, INC. JOS NO. W439a — 0/ DATEAP €/L /fgSLOCATION JJ,F'/WEw.py • Geotechnical Consultants PROJECT STDivE /.e/44 ,PES /Glc A, r'F LOG OF TEST PIT TP— 3 SOIL DESCRIPTION Ground Water sgdwa$ Depth n foot SKETCH OF Satr7 f PIT SIDE SURFACE ELEVATION: /33 FEET(APP.ICoJ., Horizontal Distance In Feet i s 10 12 O 2 4 5/'44L L SEEP AT" 8 FEEr 6RY,1/NO I 7 .P of 7 /O FEE T, 5 /D .XCAk'4 'OA/ O4vF AT // ,cF TAT AV 7 FyreA/ 70 /Z. S FEE 7 9 S -3 °1 4 S 10 12 • :: y e ' s/47 - o p SLR :DAz 5. 4 Aep • ;wires . 4 i?Aw. ;.0 ;w4.94.lo4 >-- ro wEi.: /s.:e #Ts PA-✓ozz r, J'f' /44-t a: ,/wE ..eck ae .-44 B•eow : exe/oE' 5 sr–ra AK4 AINO 'iecw' 7P /.v5. ......... ......... .. . .t!' POvs4, 60A.✓ 4.[ $ r ,../A∎iv4 :.e -ls-: Air/t4 s?'.- -!f/i D; jW- :1; rry /sr 41:lYYl : /F'% Mee) V. it r 1A!.474'4 /V 0 -L Yege :A _544-/K9 , *W, :S /G7 !!' -2w :/ AWE : Y• ..1 ./4 01 /s - ::: Tu tva*r E.eY Y O�+r : 8,Q11i.✓,v :w��'s /,c' err - .. • - .. .. ..... . .... . . .i` eiPl?iO.i, :I!i .. ...... . -4 )'.L �itS4,. S -(4v.' - PAVEMENT OR 18" IMPERVIOUS SOIL IMPORTED SOIL (SEE NOTE 2) EXCAVATION SLOPE CONTRACTOR'S RESPONSIBILITY 12" MIN. COVER OF DRAINAGE SAND & GRAVEL (6" MIN. ON SIDES OF PIPE) SLOPED TO DRAIN AWAY FROM STRUCTURE MATERIALS DRAINAGE SAND & GRAVEL WITH THE FOLLOWING SPECIFICATIONS: PERCENT SIEVE SIZE PASSING BY WEIGHT 1.1/2" 100 3/4" 90 TO 100 1/4" 75 TO 100 NO. 8 65 TO 62 NO. 30 20 TO 65 NO. 60 5 TO 20 NO, 100 0 TO 2 Iby wet slaving) (non - plastic) SUBDRAIN PIPE 4" MIN. DIAMETER SLOTTED PLASTIC; TIGHT JOINTS; SLOPED TO DRAIN; PROVIDE CLEAN -OUTS; SLOTS 0.08" WIDE MAX.; TO BE WRAPPED WITH FACTORY INSTALLED FILTER FABRIC TO PREVENT DRAINAGE SAND AND GRAVEL FROM ENTERING SLOTS. SUBDRAIN PIPE 4" WASHED PEA GRAVEL NOT TO SCALE • EXTERIOR WALL DAMP PROOFING DRAINAGE SAND & GRAVEL OR WASHED PEA GRAVEL VAPOR BARRIER • • i � • � . i' ' ��.�• 1S "MIN. 4 .•■ . NOTES 6" MIN. 1. BACKFILL ZONE SHOWN ABOVE WITH FREE - DRAINING GRANULAR SOIL WITH'NOT MORE THAN 5% (BY WEIGHT BASED ON MINUS 3/4" PORTION) PASSING NO. 200 SIEVE (BY WET SIEVING) WITH NO PLASTIC FINES. 2. BACKFILL WITHIN 18" OF WALL SHOULD BE COMPACTED WITH HAND•OPERATED EQUIPMENT. HEAVY EQUIPMENT SHOULD NOT BE USED FOR BACKFILL, AS SUCH E QUIPMENT OPERATED NEAR THE WALL COULD INCREASE LATERAL EARTH PRESSURES AND POSSIBLY DAMAGE THE WALL. 3. ALL BACKFILL SHOULD BE PLACED IN LAYERS NOT EXCEEDING 6" LOOSE THICKNESS AND DENSELY COMPACTED. B ENEATH PAVED OR SIDEWALK AREAS. COMPACT TO AT LEAST 95% MODIFIED PROCTOR MAXIMUM DENSITY 1ASTM: 01557, METHOD C). OTHERWISE COMPACT TO 92% MINIMUM. ALLEN D. ELLIOTT, A.I.A. STOWE /RIOG RESIDENCE SUBDRAINAGE & BACKFILLING APRIL 1885 W- 4380 .01 SHANNON & WILSON, INC. 1 FIG. 6 Geotachnlal Consultants .' +. .. SLOPE AWAY 12 IN. MIN. CRUSHED ROCK H Mali 1 19 IN. IMPERVIOUS SOIL 47 ft14141 SEE NOTE A & NOTE B 4 lb • S IN. ENVELOPE OF • �•0 DRAINAGE SAND & GRAVEL ISEE FIG. S) • o ° • � ° SLOTTED SUBDRAIN 5 IN. ° PIPE (SEE F10. 5/ H/3 MIN. ---+I NOT TO SCALE NOTES DITCH SLOPED TO DRAIN VERY DENSE, STABLE SLOPE A. ROCKERY BACKFILL MATERIAL TO CONSIST OF CLEAN, WELL - GRADED SAND AND GRAVEL, 2-INCH MAXIMUM SIZE WITH AT LEAST 40% GRAVEL THE AMOUNT OF FINES (MINUS NO. 200 MESH SIZE) SHALL BE LESS THAN 5 %.THE FINES SHALL BE NON•PLASTIC. B. BACKFILL MATERIAL SHALL BE COMPACTED IN 4 -INCH LAYERS WITH AT LEAST 4 COVERAGES OF A HAND-OPERATED TAMPER. COMPACT TO AT LEAST 95 %OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM: 01157). C. THE EXCAVATION FOR THE ROCKERY SHALL BE KEPT FREE OF WATER AND SHALL BE EVALUATED B Y AN EXPERIENCED SOILS ENGINEER PRIOR TO PLACEMENT OF THE CRUSHED ROCK. ROCKERY B ASE MATERIAL SHALL BE PLACED ON FIRM UNDISTURBED GROUND. D. IF LOOSE OR SOFT MATERIALS EXIST AT THE BASE ROCK LOCATION, THEY SHALL BE REMOVED AND REPLACED WITH CRUSHED ROCK AND COMPACTED AS RECOMMENDED IN NOTE B. E. LARGE HOLES BETWEEN ROCKS ON THE BACKSIDE OF THE ROCKERY SHOULD BE FILLED WITH CRUSHED ROCK OR ROCK SPALLS TO RETAIN THE PIT RUN SAND AND GRAVEL BACKFILL. F. THE BASE ROCK SHALL HAVE A MINIMUM BASE WIDTH OF H /3. WHERE H IS THE HEIGHT OF THE ROCKERY. ALLEN D. ELLIOTT, A.I.A. STOWE /RIGG RESIDENCE TYPICAL ROCKERY DETAIL APRIL 1985 W•4390•01 SHANNON & WILSON, INC. I FIG..' Gootschnical Consultants CITY OF TUKWILA PERMIT NUMBER C CONTROL NUMBER 0 7 -cgO CEt1TRAL PERMIT SYSTEM - ROUTING FORM TO, Q BLDG. Q PLNG. Q P.W. Q FIRE Q POLICE Q P. & R. PROJECT I Cam: "" STOW E ADDRESS / S ,7 S (a / -- DATE TRANSMITTED RESPONSE REQUESTED BY C.P.S. STAFF COORDINATOR RESPONSE RECEIVED PLEASE 'REVIEW THE ATTACHED PROJECT PLANS AND RESPOND WITH APPROPRIATE COMMENTS IN THE SPACE BELOW.. INDICATE CRUCIAL CONCERNS BY CHECKING THE BOX NEXT TO THE LINE(S) ON WHICH THAT CONCERN IS NOTED: Alouno titie //rt 0 ❑ 0 ❑ ❑ ❑: ❑ ❑ ❑ 0 D.R.C. REVIEW REQUESTED 0 PLAN CHECK DATE PLAN SUBMITTAL REQUESTED Q COMMENTS PREPARED BY 4 E l p 7 '1 CONSULTING ENGINEERS /CIVIL AND STRUCTURAL DESIGN CALCULATIONS FOR STOWE /RIGG RESIDENCE TUKWILA, WASHINGTON FOR ALLEN ELLIOTT, AIA 4020 AIKINS AVENUE, S.W. SEATTLE, WASHINGTON 98116 OCTOBER 1984 im 4-e t t R.E. JOB NUMBER 8409 -152 Suite 103/34.37th Street N.E. /Auburn, WA Post Othce Box 836-Auburn, WA 98071 206.833.7776 I Ow a►I Nrll Is. W I= *VI RUPERT ENGINE LNG, INC. 34 -37th St. NE ( ,e 103 P. 0. Box 8.6 AUBURN, WASHINGTON 98071 (206) 633.7776 .o. SHEET MO, 1 Of CALCULATED /Y €M DATE 312 CHECKED /Y DATE SCALE { 1 ctk .,.i'nt - fileve∎ I ..�.. 1 ............... i i 1 � I � 21 :...s .,.;.Z30. Oft OVI ' 6 B .14 ..._ 5 ` . :.. .. 9 1,.50...- - .. 1 = . '375: : ; F✓' 11 i i 1. i I_ . ,. � z ' __.1,... ....... .... i... `. M,_....... .....10st(z. )1 1.....4 - ._.....1.6_ , _ :` ...s¢=. 11 i2) +).. . .7 1 ..i ((33o..41).�Ly�S ) 1 4' 5. 3.(X) ;.1 r .... 1 . r 1g ' i t 1 T-- ,/3,. 8831 (5)ijrg 7. zi 8606 54 1 3 0 _, s 3 ..�. . 5 ._ . _._.._..__j_ I .000.42- T_ , ....] ............ ..... , ....• 11191 :4 _ 17_ _if"... ... ,x ! ...... 4 g0 . .30= ' 533 X .Z Z.9, 5 . • 9 233 51 1/x10. . ,A= {L 1 0 ,$) ]8 2 o)i [M(82)5- . 1?S431e)3 12 4 1 [ o s? (- ] 8' [ ( s ) ( 8 ) 3 Zti (16o) n0.8413113 .09 233 + .441667 =..51099 " < .533 ok Vr T O ( ' & .... �.�1\ T = ..o' 6 oL .• voith �.. �.... t i 1 i _4.. .... . .. • � j z 3' CYirrt or-- RUPERT ENG1 NG, INC. 34-37th St. NE :e 103 P. 0. Box 8 6 AUBURN, WASHINGTON 98071 (206) 833.7776 leN0 f#13114-. kr 04/1 SOS . ') 17� SHEET NO CALCULATED SY OATS 1\ ; \ CHECKED SY DATE SCALE b ai .,.. too P. eve ......... . }gym 012.ov 3 . i,ls LDF • ¢Ad G x \ 1 ..bm • ..X I1- eime / :w�., 330 tsled ED open s% . • _. bm :i„ ; 1a, . Imes y1 y� 10 y . ? # to3c...:. .._ 15: x_.. ;solo% " . S Z2,25.d= .5 y /o ..1 w= to ;v1.96(A4)]5 _- .156 Y , R c to 76C • :..S 1. 9.5 .. 2 3 ' !0 106 f 5. �- y : 6 .13!ik. ion " �j0■4.15.; . 15 R3 _. . .,6= . .,C31!�./12 /v1(100)(2 jai') L y(4 15).'1.5 �3�4'S�..14......;16f. f(y(ls)t3(4.±:5)]1'?!. be e . � . .61y .1 .,838 - .f 1127 162.� .; SR ..IG7 .. � R . 7ot 7 <7� COn'1�1C� . �i �ly s � f w 375 I3 S•y 1,73 .fi ok.,. . W- ,5z2 kA _�- 3 <69� S tv.2 - ' , 4 857612. ..dblchk :.;w =...(015+.01-5) 60 / . . 3 a 202.5/3(, 5 )" 1.35 . ... _. e J1(15) .I_ ,..41,.4 0=;o Li. .%y =944 - .S,o11- ••9 we.•tn f JItS'jy)r 3 .'. V =_Z.i - . . bnm b twn tin c.,4 Q (tack.s�-f[ _ ria '4.. .0 sq 0 .- . 00K7 w, -. .1-w, _ .049k N PI .;gasZ0 5) . ,, ;. 1,4-..36± $S 448 _..._._. _ t re 4 18..' 1 .. T -. _ . w ..� a .:342: -.. 1 I = 470,57 4152/ . ... S ..85.8 y7i $3 AR .I.7 < 39,`/. _ a. 313.7 <y15.3 0 jas}s : Lik/2@30 0,14 / IR3c IZ ;.B >05.3 .5 L 13 emir , rnuK us _s.s, . /a 91 A" 13,0g759 0k .7 RUPERT ENGINEERING, INC. 34 -37th St. NE ; 103 P. O. Box ' 6 AUBURN, WASHINGTON 98071 (206) 833.7776 N, bn? : /iw 17117e1 . D *s R.-- . c, c>2) 4 /ftlI6) /� 3.! . idyk ...... i i.. !bm % .0 /fie 3 .cwr openn . r ../1) , )(7413) - .4311 ..... I $ .253.1 i 9rI2 or f #/D , .W1 740SL (s *i1 &(S) - '.819k 0 Minaz .2 ; up Iwo' ,viz) . I•'l SR /ss.5 G 7, . K ' Z '/ Rte. i•ps2)(s)(P /01- 134 R = ,30/2)(•oo2)(St7z) ' /ask M 76k • 1oz= . '95.;(.usF ' S .= 37,3 (I5e 6 X 16 Jos _�?����" S HEET NO. CALCULATED NY CHECKED SY DATE S CALE . 69.3 '_4X4,4 . �►ri :.. eke E . Sp fir CANT' ... 14,,..(30 .050. 'oak/ --" 6x 06 DATE 9n7 C h Y,r k'` •� v.0 ok(41KIA) _ .695 .... Sr1.= 112 fre Is) ls9 ..... 5 1&` • 9B.S (F -4 :64 . // f2/57 :. e 30" 3°:#1.3°.' 130" RUPERT ENGINEE . I NG, INC. 34 -37th St. NE a 103 P. 0.Box8 6 AUBURN, WASHINGTON 98071 (206) 933.7776 w�rari ®� S.. r SDI tow i _ : _ _ ; w .. 8 _ pp,ssJ _ = .. � J S 6, - 7. ;:_ MEET MO. y OF CALCULATED SY - MP &A DATE � __ CHECKED ST DATE ,/ ' SCALE 0.8 1C %3 , y °rn+j$ Con` .; 14 / J =.. (7'Y) /i 1.0158) = 4 •n 9 •(•,a _ . /tioJ ./�.....;.. 9 (. is5 J . ?gal / RI PERT ENGINEE( '1G, INC. 34 -37th St. NE S ice 103 P. O. Box 836 AUBURN. WASHINGTON 98071 (206) 833.7776 1 z --V? \• 1 Ca• :///?C A 1 { WI ti I ' 1 l.. 1 i 1 1 ■ JOIN WEFT ND, ( '6 or CALCULATED BY Pty CHECKED SY DATE 1 ' 17 .sops &)(91 = Z. 30 • • . L/7,7O./ '''� 3. 9 75 k . ). F - (: + . 3 -91S 5 , ,ol 6 r24.9. A5 . •�. ,Ly. y 01 - .#.S• . # - .s . cs 9 cr. ►/�C�hL- (r7e fe. -oo33 . �I ll /� = z . L9,5' S Iz. ol- /16) 8 lzrva' _ ,ol 6 . led C t //AC E Sec cr u-/a- as -1 r[,-/ ra z 51 J •1 7, .0 cz(gje) '. : -+ . 19 boss Veri . A5= ., i 8 " -- 0` ' @ ■0, " ,nc►crl 8 ' 071. -,/ m 61'//c itn-lr /![e 1163 ..=< / is= . /,96 " 7 9 " . /0 f'e / hl /1 4 need..kry ; P = 7t.). (.035) 7 • k . P� 4' S.8(L)(o1 /r$JZ oS 24° C •69 ' .. • 35(Z, 65 /0= .4 757k z ;70P </ , ' /<976 •7s" = 719 = 5 9(0 1) cola X ,7100, r Z•3 2 .9 X= S, /�.., DATE /0/175/ RUPERT INC. 34 -37th St. NE Sb.te 103 P: 0. Box 836 AUBURN, WASHINGTON 98071 (206) 033.7776 JoS 1 WEFT NO Of CALCULATED BY DATE L[. /3 f 81 CHECKED SY DATE / SCALE k ••... ..-O n 1 _ 1 . R “16)11,r_ .....,.., keg? ? !,. S. • •1.. #5 @IZ " '� 1 = HI 20111;:will j i • # 1 • f L ._.. .....:. .... �._.._.. -7 ......._ . .7_ ...._ MI= = le/o ni • S 9 ,, RIJPER? i]�G1l�IAKi INC. 34 -37th St. N.E. k ate 103 P. 0. Box 836 AUBURN, WASHINGTON 98002 (206) 833.7776 JOB SHEET NO Of CALCULATED BY DATE CHECKED BV GATE SCALE . E =1b0v Psi W1.4) 1i& LN.• = rr, i %lcit r. • i rt. " R ill (64) .gtk vao.: 1,za1;K /Fr I Z 64 N RtscLc' �Jr1,SgK ...ken. Tier r ! 4 ■ �a D, ,F (6.xl Z = 007,«4 _ .. !..M onTY fN_.(0.x 1 � 2,6D'� w �� : , b OD"(',- i. •o� ' . Z =4/17.41 A. 1 a ......_.__ . I • I .__.... _._............_ , .........._ . •" 11 1 .._....... 1 .... _ _ .... _... t D . A,. i ....... i . I _ f — 14060 ' 1 I —A CA aut..p(APNAPvx7.0. ; .._... ... _._:._....._... .......... J ..... { i IP EN VI 0 1. I �.M ACivIv Af r :Er. 2.174- .. A,.....SL.is 1!.... en Y ti ,fl4xq. . !A "...._ T =_476' ....A% .4414- • MsA -vh 4 4)(712. • Hr wg WALE.- L IPS E A RUPERT ENGW NG, INC. 34 -37th St. N.E. l ,te 103 P. 0. Box 836 AUBURN, WASHINGTON 98002 (206) 833.7776 • 1 { ; ... .. »...__'....._._ 4...__...�..........�....._ k _ ..1 »......._...... � _... i. i _. ._._ _ _ . _.__._._ . _ ... ` ._._. 1 JOB SWEET NO ' CALCULATED BY R --+ CHECKED BY DATE SCALE . i. 1 A . ._...,... ._........_.......I 00'Yero�.�. (t•33 ,) ' (1,17 4 , I j 3t I I K! -,� i , � 4 � i, . : —o.-c..: --1.--_-i ..... • . I ii i ►.1 s 1r'l .. N. 4N &A.-. L I I } a we 1 I j . . i , � 7 I i I I R T 1 ,. 14. r r � ' p : K fin IktJ# .fix.. PA a n w kr 4 ..4*lo V S 447.. ..i4 ).Q . ) .1 • I j ....� ...._ _......., .._.._..� _ T . - _ i. I • 1 ' OF DATES S 6•4- 1 RUPERT ENGINEETNG, INC. 34-37th St. N.E. Ate 103 P. 0. Box 836 AUBURN, WASHINGTON 98002 (206) 833•7776 LATE n.At._ IDS INSECT WO OF CALCULATED SY DATE CHECKED BY DATE SCALE . .VV orul0 ; e• IC.4;06 F • ,„T F , I . • . I I I 0.7b) ; ! I tt • It j OR (1)170.04 6 1g] I I I 4,411; q PL: I i --1 t. - ■ - 1 1 1 1 t — .-- 1 - - • L 1 1 , • • j I • • , . I 1 : 1 . 7 . 1 1 a 14\ , • I 1 t 941 : 1 . 1 i4. F" . , 4,4 31"C zo,c I 1 . .4 A...F .. L20.f1 194.13 V ; F S'a 1 .riIc.... I (Ai T- C 1 I 1 • 1 t . i • : if i W= MO illir ' 4 , ' 1 ' IFt i 1.4•Lk " 1 i --, ......- 1 --_-- .......-• ,-,=-, ...., , r ; I I, .. 1 I xi. g *err 1 i j tt) S e rr .19•-■•••■ 11 • ' i ; if : I 1 ■ i ti ----- i - t., -4.. ... ' • : 1 I : 141 . e - lso 1 t 1 1 i 1 • • is- -- • I • i t ...i- ' ...I. . , 1 R 1 l' I Ord l !C i I s !7 • 10 i .........:.....i............ 1 ! 1 >> Mir* { , •; WUPERTERIGINEERING, . 34 -37th St. N.E. ( le 103 P. 0. Box o AUBURN, WASHINGTON 98002 (206) 833.7776 U) ° 17'1( a. to. 4-1 1111e 1 R I rr= 14 I a.• z .. :1 . ._.. . .._...... + ._. � 1 ; ti N { IDS MEET NO �� Of CALCULATED ST DATE CHECKED SY DATE SCALE Ifr .00 et . 17.7Paci 8 `z 7 . j, ) ..04.4"7 13.25' 184S ; I rzt4 Z i a .....__..... L i 1 . • k . • , I -1 .`�� __i .._... 1 ..... 1 w ._y _ T L . ' .._ . __ ..._ ' _.. I 1 1 .. I , ! : 1 i 1. ►� z . .. .r..5. -..... s,,k1'sr doc, • = I .4.4 . ': C>., .5'? _ *. „.034 : • !tiw,..1 �. .I,2, ... i.7........ 17,44 . T , 1 •4 _.. Nor x,1 n . , i i c A. ! T 47j6S(.7 (LC) t...... tee 1 f ; 1 .. 4 1 1 i 1 1 1 t... _ __ i 1 r e 1 I t 1 { f i I ± I II2I r IIrIiIIrLJ"T1 i • f i i i , ....., .. ............. ................... .. ............................... _ j .... . . � i � r i I l i ? t T . i t f i j .... • GENERAL FRAME ANALYSIS L.► � v� 8 F2d STOWE /RIGG 10/5 • JOINT COORDINATES JOINT Y Y 1 0 0 2 0 9 3 0 24 4 10 0 5 10 9 6 10 24 7 25 0 8 25 9 9 25 24 10 35 0 11 35 9 12 35 24 13 45 0 14 45 9 15 45 24 .JOINT RESTRAINTS 1 HINGED 4 HINGED 7 HINGED 10 HINGED 13 HINGED NO. OF EQ. = 35 MEMBER IDENTIFICATION MEMBER JT. .JT. TYPE LENGTH LIZ) L(Y) 1 1 2 A 9.00. 0.00 +9.00 2 4 5 A 9.00 0.00 +9.00 3 7 8 A 9.00 0.00 +9.00 4 10 11 A 9.00 0.00 +9.00 5 13 14 A 9.00 0.00 +9.00 6 2 3 B 15.00 0.00 +15.00 7 5 6 B 15.00 0.00 +15.00 8 8 9 8 15.00 0.00 +15.00 9 11 12 B 15.00 0.00 +15.00 10 14 15 B 15.00 0.00 +15.00 11 2 5 C 10.00 10.00 +0.00 12 5 8 D • 15.00 15.00 +0.00 13 8 11 E 10.00 10.00 +0.00 14 11 14 F 10.00 10.00 +0.00 15 3 6 G 10.00 10.00 +0.00 16 6 9 H 15.00 15.00 +0.00 17 9 12 G 10.00 10.00 +0.00 18 12 15 G 10.00 10.00 +0.00 MEMBER PROPERTIES ARE IN INCHES FRAME DIMENSIONS ARE IN FEET E 1600 SILL It391581 9S'0 EWE '9S'T EO'E- ' TI 9T'O £L'0 90'0 E0'T- la ,LHOIU JAI ,LHOIll 1ti331 9001 &WNOM am -nand 1L SZ'S8 = V LOLT = I S 0 9' 8T' ZI TT T1 'IQ :90'1 MIMI 0 =(. OT =(I)'1 OT = ILL »N31 3 3dJML ?III 2N OS'0 OS'0 SZ'TT SZ'TT- II SE'T PE'T LE'E LE'E- '1a ,LHOIU 1A31 ,LHOIlI ,1.33'i SQVO'l S,LN3NON aN3-231IA SZ'S8 = d LOLT = I . ST . 0 9' 8T' ZT TZ T1 la :99041 HMOAINA 0 =(10'1 ST =(I)11 ST = MOM 0 2&L H34 66'Z 00'E 66'0 00'S- T1 68'0 06'0 60'T OTT- 10 ,LHDItI . 1.431 19OI?I 1,491 9QvOI 9,LNmNON 0N3 -021L4 SZ'S8 = V LOLT = I OT 0 9' 8T' ZZ TI T1 la :savor! 142104INA 0 =(1 )1 OT = (I )'1 OT = H,LON31 TJL SZ'95 = V 09Z = I ST =(101 0 =(I)'1 ST = H,LON31 9 3dAl H39142W SZ'9S = d 09Z = I 10. -41ln .18 LL .6 C I = 1707 A = 85.25 FIXED -END MOMENTS LOADS LEFT RIGHT LEFT RIGHT DL -0.46 1.03 0.16 0.73 LL -1.56 3.43 0.56 2.43 MEMBER TYPE G LENGTH = 10 L(X)= 10 L(Y)= 0 UNIFORM LOADS: DL LL I1 12 .225 .375 0 10 I = 697 A = 63.25 FIXED -END MOMENTS LOADS LEFT RIGHT LEFT RIGHT DL -1.87 1.87 1.12 1.12 LL -3.12 3.12 1.87 1.87 TYPE A C MEMBER TYPE H LENGTH = 15 L(X)= 15 L(Y)= 0 12 10 UNIFORM LOADS: DL LL 11 12 .225 .375 0 15 I = 697 A = 63.25 FIXED -END MOMENTS S LOAD6 LEFT RIGHT LEFT RIGHT DL -4.21 4.21 1.68 1.68 LL -7.03 7.03 2.81 2.81 LOADINGS LOAD COMBINATION : 1 2 3 4 DEAD LOAD FACTOR 1.000 1.000 1.000 1.000 LIVE LOAD FACTOR 1.000 CRAW 1.000 MAIM 'LL' I 1 LD. COMB 2 'LL' X 1 --LD. 00MB 4 'LL' I 1 -LD. COMB 2 i 'LL' 1 1 'LL' .1 1 H JOINT P(X) P(Y) JOINT 3 2 JOINT 3 2 JOINT 3 2 'LL' 1 1 'LL'X1 'LL' X .5 'LL' X 0 'LL' X .5 'LL' X 0 P(X) 1.76 2.80 P(X) 0.88 1.40 P(X) 2.92 1.14 JOINT X ( -> ) 1 .0000E +00 2 - .5765E -04 3 - .4164E -03 4 .0000E +00 5 - .5261E -04 6 - .4293E -03 7 .0000E +00 8 - .3690E -04 9 - .4701E -03 10 .0000E +00 11 - .3231E -04 12 - .4794E -03 13 .0000E +00 14 - .2502E -04 15 - .4950E -03 JOINT X (-- >) 1 .0000E +00 2 .8255E -01 3 .1251E +00 4 .0000E +00 5 .8239E -01 6 .1250E +00 7 .0000E +00 8 .8222E -01 9 .1248E +00 10 .0000E +00 11 .8214E -01 12 .1247E +00 13 .0000E +00 �e a91n ;_n4 - COMB 2 . . COMB 4 -LD. COMB 2 -LD. COMB 4 -LD. COMB 2 -LD. COMB 4 -LD. COMB 2 -LD. COMB 4 P(Y) 0.00 0.00 P(Y) 0.00 0.00 P(Y) 0.00 0.00 D I SPL.ACEMENTS Y (DOWN) .0000E +00 .5047E -03 .8710E -03 . 0000E +00 .1927E -02 . 3319E -02 . 0000E +00 .1722E -02 . 3016E -02 . 0000E +00 . 7290E -03 .1744E -02 .0000E +00 . 5460E -03 .9780E -03 Y (DOWN) .0000E +00 . 2187E -03 .4036E -03 .0000E +00 .1811E -02 .2809E -02 . 0000E +00 .1408E -02 . 2273E -02 . 0000E +00 .4783E -03 .1161E -02 . 0000E +00 acanv -na ROT.(Q ) - .2876E -03 .5561E -03 .1055E -02 - .3349E -03 .6523E -03 .1159E -02 .4592E -03 - .9308E -03 - .1439E -02 - .1231E -03 . 2355E -03 .5069E -03 .2637E -03 - .5358E -03 - .1538E -02 ROT.(CW) . 1290E -D1 .1700E -02 .1417E -02 .1318E -01 . 1098E -02 .1114E -02 . 1383E -01 - .2704E -03 - .5911E -03 .1340E -01 .5794E -03 .5678E -03 .1336E -01 Raear -na MOMENT LOAD COMBINATION 1 MOMENT LOAD COMBINATION 2 0.00 0.00 MOMENT LOAD COMBINATION 3 0.00 0.00 MOMENT LOAD COMBINATION 4 0.00 0.00 LOAD COMBINATION 1 LOAD COMBINATION 2 00'O- Z6'0 TS'TT- L P E 6 '/4 --Ac . Po'S- 9S'0 L8'9t- 9 00'0 95'0 L81t- L E E Fib 2 ' 9 A 6T't; ZO'T 80'PT- 8 00'0 ZO'T 8014- L Z E 06'0- OT'0 ZZ'LT- 8 00'0- OT'O ZZ'LT- L T E 86'9- LL'O 6L'ST- S 00'0- LL'O 6L'ST- P P 1 we- 0d'0 66'6t- S , 00'0 Od'O 66'6T- P E Z L8'L L8'0 Tt'8T- S 00'0 L8'0 TT'8T- d Z 0 Z 09'0 L0 LZ'6T- S 00'0 L0'0- 4 .,' ' LZ 6T P t Z 9E'9- OL'O L0'T- 1 00'0 OL'O LO'T- T P T LE'E- LE'0 96'E- Z 00'0- LE'0 96'E- t E t 0£'L- T9'0 8T'Z- Z ()! = 1 00'0 T8 81'Z T Z t (.70)% . ] Z '` :11.1 Iwo 90'0 P0'S Z 00'0 90'0- P0'S- t T T art % V UAL DIMON VV3146 '1VIXY ,LNIOC ' 9N0O' al 113949N EgraC3IICDA 1I31SLd3Ld E0- 3E0E9' £0-36968' 00+36TPT' 'ST E0-3S60L' E0- 3tSZ9' T0- 39PPL' PT: T0- 3S011 ' 00 +30000' 00 +30000' ET E0- 3S90S' E0- 38EE9' 00 +36TPT' ZT E0- 3ESE9' E0-3P6L2' T0- 3LPPL' TT T0- 3601T' 00 +30000' 00+30000' 01 E0-3EZZT' Z0-3S6ST' 00 +30ZPT' 6 EO-3TTEZ'- Z0- 3TS1T' t0- 3TSPL' 8 TO- 3ESZT' 00 +30000' 00 +30000' L E0- 39SZ6' Z0- 369TZ' 00 +3EZPT' 9 ZO- 3Tbtt' Z0- 36LST' T0- 38SPL' T0- 3S81T' 00 +30000' 00 +30000' P Z0-38PST'. £0-3SPEt' 00 +39ZPT' E ZO- 3E8L1' EO 3TLOT' T0- 3P9PL' Z TO- 3PS1T' 00 +30000' 00 +30000' T P •NOI,LVNI9HOO QVO1 ((b) ' ,LO)I (Mt'1Oa) A ((--) X ,LNIOC ZO- 3E6TT'- 10- 3PTTt' PO- 3608S' E0- 306P9' Z0- 3PT89' 00 +30000' E0- 390E9' Z0- 3POLT' E0- 3E96E' E0- 3PL69' Z0- 3LP99' 00 +30000' Z0- 3EPZT'- Z0- 30L61' E0- 3ZP6S'- Z0- 3L89t' Z0- 38PTL' 00 +30000' ZO- 3LTET' Z0- 3ZTPE' E0- 36PL8' Z0 36661' 20- 39ZP9' 00 +30000' ZO- 3P6E1' E0- 3EOZL' 20- 3EETT' E0- 3896E' 10 3OTE9' 0•30000' T0- 3S019' T0- 3SOTP' 00 +30000' T0- 360Z9' T0- 3LOTP' 00 +30000' T0- 3ETZ9' T0- 3011P' 00 +30000' T0- 3SZZ9' T0- 38TTd' 00 +30000' T0- 3EEZ9' t0- 39ZTP' 0C+ .0000' ST PT ET ZT TT OT 6 8 L 9 S d E Z t It 11 4 2 "; 10 11 4 3 10 11 4 4 10 11 7.25 -7.29 -•4.78 -4.78 -6.97 -6.97 -2.79 -2.79 -0.02 0.92 0.92 0.45 0.45 0.83 0.83 0.23 0.00 -8.35 -0.00 - 0.00 -7.47 5 1 13 -5.46 0.05 0.00 14 -5.46 0.05 -0.52 5 2 13 -6.69 0.92 0.00 14 -6.69 0.92 -8.29 5 3 13 -6.49 0.48 -0.00 14 -6.49 0.48 -4.40 5 4 13 -6.25 0.62 0.00 14 -6.25 0.82 -7.39 TYPE B 6 1 2 -2.19 -0.12 0.87 3 -2.19 -0.12 1.07 6 2 2 -1.10 0.20 -1.45 3 -1.10 0.20 -1.56 6 3 2 -1.98 0.02 -0.21 3 -1.98 0.02 -0.11 6 4 2 -0.16 0.44 -3.31 3 -0.16 0.44 -3.40 7 1 5 -8.35 -0.14 0.99 6 -8.35 -0.14 1.19 7 2 5 -5.98 0.27 -2.04 6 -5.98 0.27 -2.03 7 3 5 -8.4B 0.04 -0.44 6 -8.48 0.04 -0.27 7 4 5 -3.54 0.54 -4.04 6 -3.54 0.54 -4.13 8 1 8 -7.76 0.18 -1.25 9 -7.76 0.18 -1.45 8 2 8 -5.18 0.51 -3.77 9 -5.18 0.51 -3.90 6 3 8 -7.69 0.36 -2.59 9 -7.69 0.36 -2.84 8 4 8 -2.66 0.71 -5.41 9 -2.66 0.71 -5.28 9 1 11 -6.09 -0.06 0.41 12 -6.09 -0.06 0.52 9 2 11 -4.09 0.35 -2.65 12 -4.09 0.35 -2.66 9 3 11 -6.03 0.13 -1.08 12 -6.03 0.13 -0.99 9 4 . 11 -2.12 0.61 -4.58 12 -2.12 0.61 -4.63 10 1 14 -2.59 0.15 -0.98 15 -2.59 0.15 -1.37 10 2 14 -2.18 0.42 -2.96 15 -2.18 • 0.42 -3.34 10 3 14 -2.79 0.30 -2.06 15 -2.79 0.30 -2.55 10 4 14 -1.63 • 0.59 -4.47 15 -1.63 0.59 -4.50 11 11 11 TYPED 12 12 12 12 TYPE E 13 13 13 13 TYPE F 14 14 14 14 4 2 4 4 �I w1. 2 5 MAX. 2 5 MAX. 2 5 MAX. TYPE G 15 1 3 6 MAX. . 15 2 3 6 MAX. 15 3 6 MAX. 15 4 3 6 -2.18 -2.18 -1.04 -1.04 -0.88 -0.88 1 5 0.14 5.97 -13.57 c . t g 6.2 8 0.14 -5.72 11.67 MAX. 9.32 Sr. 220 5 -1.58 5.40 -9.55 8 -1.58 -6.29 16.23 MAX. 9.17 5 -0.69 5.68 -11.54 8 -0.69 -6.01 13.98 MAX. 9.18 5 -0.65 5.36 -9.21 8 -0.65 -6.33 .16.56 MAX. 9.20 1 3 4 1 2 3 4 3 8 11 MAX. 8 11 MAX. 8 11 MAX. 8 11 MAX. 11 14 MAX. 11 14 11 14 MAX. 11 14 0.06 0.06 -1.07 -1.07 -0.49 -0.49 -0.43 -0.43 0.09 0.09 -0.50 -0.50 -0.18 -0.18 -0.22 -0.22 -0.12 -0.12 -1.55 -1.55 -0.85 -0.85 -2.47 -2.47 0.90 -6.89 3.73 -0.16 2.60 -1.29 3.16 -0.73 2.51 -1.38 1.03 -2.86 -0.60 -4.50 0.20 -3.69 -0.72 -4.62 2.19 -3.80 1.10 -3.01 1.98 -4.01 0.16 -2.08 3.77 8.75 19.47 9.50 3.59 15.61 6.10 9.68 20.25 cyiEcK6 10.21 -9.50 1.41 -0.56 -3.26 6.46 1.08 -6.34 3.91 0.08 -2.82 6.96 1.21 -2.06 1.50 3.76 4.55 11.26 1.25 6.46 2.29 5.08 11.86 -1.07 9P8 2 95 1.56 7.96 3.05 0.11 9.99 3.41 3.40 6.19 17 . 12 (,. MAI. 17 2 9 12 MAX. 17 3 9 12 MAX. 17 4 9 12 MAX. 18 18 18 18 TYPE H 16 16 16 16 REACTIONS i 9 MAX. 2 6 9 MAX. 6 9 MAX. 6 9 MAX. -0.05 -0.77 -0.77 -0.44 -0.44 -1.21 -1.21 1 12 -0.15 15 -0.15 MAX. 2 12 -0.42 15 -0.42 MAX. 12 -0.30 15 -0.30 MAX. 4 12 -0.59 15 -0.59 MAX. -0.27 -0.27. -1.28 -1.28 -0.80 -0.80 -1.92 -1.92 JOINT X ( (--) Y (UP) MOM.(CCU) 1 -0.06 5.04 0.00 4 -0.07 19.27 0.00 7 0.10 17.22 0.00 10 -0.02 7.29 0.00 13 0.05 5.46 0.00 JOINT X ( (-) Y (UP) MOM.(CCU) 1 0.81 2.18 0.00 4 0.87 18.11 0.00 7 1.02 14.08 0.00 10 0.92 4.78 0.00 13 0.92 6.69 0.00 L3= -2.68 1.96 -2.15 3.16 -2.83 0.74 -1.50 3.40 -2.59 -2.18 -2.79 JOINT Y (< -) Y (UP) MOM.(CCW) 1 0.37 3.96 0.00 4 0.40 19.99 0.00 7 0.56 16.87 0.00 10 0.45 6.97 0.00 13 0.48 6.49 0.00 1.94 3.20 0.61 -1.63 4.93 1.07 -3.87 4.79 0.83 -7.28 5.61 1.07 -0.26 4.08 0.96 -5.45 1.37 4.22 -2.13 3.34 2.43 -4.62 2.55 3.94 0.55 4.50 1.40 - 4.45 - '� 953 6.96 2.97 -5.93 -3.21 7.77 4.76 4.47 -9.72 -4.52 10.13 6.94 1.45 -2.06 -1.91 5.54 2.64 4.54 • LOAD COMB. 1 LOAD COMB. 2 LOAD COMB. 3 c.riecrt SR= 911.8 S =i7- of 46 ' GENERAL. FRAME ANAL _ .S IS 3t'OG1E /RIGG II i flter\ JOINT COORDINATES JOINT X Y 1 0 0 2 0 9 3 0 17 4 10 0 5 10 9 6 10 17 7 25 0 8 25 9 9 25 17 10 35 0 11 35 9 12 35 17 13 45 0 14 45 9 15 45 17 JOINT RESTRAINTS 1 HINGED 4 HINGED 7 HINGED 10 HINGED 13 HINGED NO. OF Eq. = 35 MEMBER IDENTIFICATION MEMBER JT. JT. TYPE LENGTH La) L(Y) 1 1 2 A 9.00 0.00 +9.00 2 4 5 A 9.00 0.00 +9.00 3 7 8 A 9.00 0.00 +9.00 4 10 11 A 9.00 0.00 +9.00 5 13 14 A 9.00 0.00 +9.00 6 2 3 B 8.00 0.00 +8.00 7 5 6 B 8.00 0.00 +8.00 8 8 9 B 8.00 0.00 +8.00 . 9 11 12 B 8.00 0.00 +8.00 10 14 15 B 8.00 0.00 +8.00 11 2 5 C 10.00 10.00 +0.00 12 5 8 D 15.00 15.00 +0.00 13 8 11 E 10.00 10.00 +0.00 14 11 14 F 10.00 10.00 +0.00 15 3 6 G 10.00 10.00 +0.00 16 6 9 H 15.00 15.00 +0.00 17 9 12 G 10.00 10.00 +0.00 18 12 15 G 10.00 10.00 +0.00 MlBER PROPERTIES ARE IN INCHES FRAM DIMNSIONS ARE IN FEET • E = 1600 LEWTH _5 LCI=G L.(T, =S = 264 A = MEMBER TYPE B LENGTH = 8 L(X)= 0 L(Y)= 8 = 264' A = 56.25 MEMBER TYPE C LENGTH = 10 L(1)= 10 L(Y)= 0 UNIFORM LOADS: DL LL 11 12 .09 .3 0 10 I =" 678 A = 46.4 FILED -END MOMENTS LOADS LEFT RIGHT LEFT RIGHT DL -0.75 0.74 0.45 0.44 LL -2.50 2.49 1.50 1.49 MEMBER TYPE D LENGTH = 15 L(X)= 15 L(Y)= 0 UNIFORM LOADS: DL LL 11 . 12 .16 .533 0 15 I =678 A =46.4 FIXED- -END MOMENTS LOADS LEFT RIGHT LEFT RIGHT DL -2.99 3.00 1.20 1.20 LL -9.99 9.99 3.99 3.99 MEMBER TYPE E LENGTH = 10 L(X)= 10 L(Y)= 0 UNIFORM LOADS: DL LL 11 12 . 16 .533 0 5 . 12 .4 5 10 I = 678 A = 46.4 FIYID -END MOMENTS LOADS LEFT RIGHT LEFT RIGHT DL -1.22 1.10 0.76 0.63 LL - 4.09 3.67 2.54 2.12 MEMBER TYPE F IFNr:TH = In 1.[Y1= In I.fvf= n t,.. L .12 4 0 _ 5 .135 .3(C- 5 10 • I = 678 A = 46.4 FIXED -END MOMENTS ' LOADS LEFT RIGHT LEFT RIGHT DL -1.03 1.08 0.61 0.66 LL -3.07 2.76 1.90 1.59 MEMBER TYPE G LENGTH = 10 L(X)= 10 L(Y)= 0 UNIFORM LOAD6: DL LL 11 . 12 .156 .296 0 10 I = 415 A = 39.4 FIXED -•END MOMENTS LOADS LEFT RIGHT LEFT RIGHT DL -1.30 1.30 0.78 0.78 LL -2.46 2.46 1.48 1.48 MEMBER TYPE H LENGTH = 15 L(1)= 15 L(Y)= 0 UNIFORM LOADS: DL LL 11 12 .156 .296 0 15 I = 415 A = 39.4 FIXED -END MOMENTS LOADS LEFT RIGHT LEFT RIGHT DL -2.92 2.92 1.17 1.17 LL -5.54 5.54 2.22 2.22 LOADINGS LOAD COMBINATION 1 2 3 4 DEAD LOAD FACTOR 1.000 1.000 1.000 1.000 LIVE LOAD FACTOR 1 000 ewe** *** * ** . •NM ###.4144 TYPE A 'LL' X 1 --LD. COMB 2 'LL' X 1 -LD. C0MB 3 'LL' X 1 -LO. COMB 4 Z NOI LYNISH00 QVcTI T NOLLYNIAHOO 001 tU -- Z0 3TEZ9' £0- 38099' ZO-3068T" Z0- 3011e £0-36068' Z0- 3000T' ZO- SLOPS' (I0) 1011 Z0- 39LtT'- E0-3St99'- £0- 3ZLTE' £0- 3T58Z' £0- 3SEST' P0- 30E66'- ZO-3ZLOT' ZO-3S8TT' £0- 3009S' £0- 38008' Z0- 3dt0T' E0- 3809L'- ZO- 3TOOT' £0- 386ST' EO- 3000T'- (MO 'JON 00'0 00'0 P NOLLVNISHOO 0001 LNMHON 00'0 00'0 E NOLLYNISH00 QY01 DOCK 00'0 00'0 Z NOLLYNISH00 000'l MOOR T NOLLVNISyi00 QOOr1 ,L IMON GU - 4UVGI 00 +30000' Z0- 3E6ST' Z0- 3SZZT' 00 +30000' £0- 30E6Z' E0- 3L68t' 00 +30000' (NNOQ) A E0- 3LS6S' E0- 30ET0' 00 +30000' Z0- 3Z9ET' £0- 34856' 00 +30000' Z0- 3166T' Z0- 39LPT' 00 +30000' ZO- 3SZ6t' Z0- 3Z8ET' 00 +30000' E0- 306LP' E0- 309TE' 00 +30000' (MOO) A S.I..A1310120Wric=1SIa 00'0 00'0 (A)d two 00'0 (A)d 00'0 00'0 (A)d (A)d (X)d INIOC 0 SHOO '01-- 0 X . T1, E SHOO ' Q ' I — 1 1 / 1 1 , Z SHOO 'Q'1— S' X .T1, 0 SHOO 'al-- 0 X , Ti, E SHOO 'GI-- 1 1 / 1 1 , Z SHOO ' Q'i— S' X , T1, 0 SHOO '01-- E SHOO ' Q'T— Z SHOO . (11-- 0 SHOO 'M— E SHOO 'al-- SHOO ' UT 00 +30000' L T0- 3TPOd' 9 T0- 3SESE' S 00 +30000' p TO-30SOd' E T0- 3505£' Z 00 +30000' T ((—) Z LNIOC E0- 3LT6S'- ST 00- 30ZT8'- PT 00 +30000' Et £0- 3TLTS'- Zt E0- 30SEt'- TT 00 +30000' OT E0- 3LS90'- 6' E0- 3STLt'- 8 00 +30000' L £0- 38SOZ'- 9 E0- 30ZZE'- S 00 +30000' P E0- 30L6T'- E £0-3909E'- Z 00 +30000' T ( (—) X iNIOC LS'0 90'T (X)d 6S' 0 ZE'0 (X)d LT' T S9'0 (X)d TX,T1, TI,T1, TX.T1, TX,T1. TX,T1, TX,T1, Z INIOC Z INIOC Z E INIOC H d 11 .3530E -01 12 .4005E -01 C 13 .0000E+00 14 .3530E -01 15 .3998E -01 JOINT 1 2 3 4 5 6 7 .8 9 10 11 12 13 14 15 JOINT 1 (--) ) 1 .0000E +00 2 .4035E -01 3 .4943E -01 4 .0000E +00 5 .4031E -01 6 .4921E -01 7 .0000E +00 8 .4032E -01 9 .4885E -01 10 .0000E +00 11 .4031E -01 12 .4873E -01 13 .0000E +00 14 .4031E -01 15 .4866E -01 I (--) ) .0000E +00 .1764E -01 .2029E -01 .0000E +00 . 1762E -01 .2019E -01 .0000E +00 .1770E -01 . 1992E -01 . 0000E +00 . 1770E -01 .1985E -01 .0000E +00 .1774E -01 .1977E -01 . 7987E -03 . 1069E -02 .0000E+00 .4080E -03 .5400E -03 Y (DOWN) .0000E +00 . 2832E -03 .4416E -03 .0000E +00 .1403E -02 .1949E -02 . 0000E +00 . 1463E -02 .1977E -02 . 0000E +00 .9518E -03 .1355E -02 .0000E +00 . 4446E -03 . 6316E -03 Y (DOWN) .0000E+00 .1023E -03 .1455E -03 .0000E +00 . 1043E -02 .1237E -02 .0000E +00 .1059E -02 .1227E -02 .0000E+00 .6463E -03 .7848E -03 .0000E +00 . 3635E -03 .4443E -03 .5567E -03 .2974E -03 .5824E -02 ..1188E -03 - .5302E -03 ROT.(CW). . 2654E -02 .5726E -03 . 1097E -02 .2116E -02 . 1640E -02 .9321E -03 . 3404E -02 - .9078E -03 - .9930E -03 . 2783E -02 .3354E -03 .3650E -03 .3076E -02 - .2389E -03 - .1078E -02 ROT.(CW) . 6098E -02 .1253E -02 .8365E -03 .5690E -02 .2058E -02 .4455E -03 .7011E -02 - .5807E -03 . 1115E -03 .6367E -02 .7043E -03 .2625E -03 . 6578E -02 .2821E -03 .1365E -03 LOAD COMBINATION 3 LOAD COMBINATION 4 MEMBER FORCES MEMBER LD .COMB . JOINT AXIAL SHEAR MOMENT TYPE A 1 1 1 -3.16 -0.02 0.00 2 -3.16 -0.02 0.19 • 1 2 1 -1.89 0.31 -0.00 2 -1.89 0.31 -2.87 1 3 1 -2.83 0.15 -0.00 2 -2.83 0.15 -1.35 1 4 1 -1.02 0.35 --D.00 2 -1.02 0.35 -3.15 4 -13.82 -0.15 0.00 5 -13.82 --0.15 1.41 4 -12.25 0.22 -0.00 5 -12.25 0.22. -1.98 4 -14.03 0.03 0.00 5 -14.03 0.03 -0.31 4 -10.43 0.26 -0.00 5 -10.43 0.26 -2.36 9 _4A 9G n 4n, n nn 3 8 7 8 7 8 -12.6u 0.5u - 14.63 0.31 -14.63 0.31 -10.59 0.54 -10.59 0.54 -4.5C 0.00 -2.81 -0.00 -4.94 4 1 10 -9.58 -0.01 0.00 11 -9.58 -0.01 0.16 4 2 10 -7.98 0.36 -0.00 11 -7.98 0.36 -3.29 4 3 10 -9.51 0.17 0.00 11 -9.51 0.17 -1.59 4 4 10 -6.46 0.41 -0.00 11 -6.46 0.41 -3.69 5 1 13 -4.13 0.07 0.00 14 -4.13 0.07 -0.63 5 2 13 -4.08 0.41 -0.00 14 -4.08 0.41 -3.71 5 3 13 - 4.44 0.24 -0.00 14 -4.44 0.24 -2.16 5 4 13 -3.63 0.45 0.00 14 -3.63 0.45 -4.10 TYPE B 6 1 2 -1.82 -0.30 0.92 '3 -1.82 -0.30 1.54 6 2 2 -1.16 -0.17 0.72 3 -1.16 -0.17 0.64 6 3 2 -1.78 -0.27 0.91 3 -1.78 -0.27 1.30 6 4 2 -0.48 0.04 -0.04 3 -0.48 0.04 -0.35 7 1 5 -6.10 -0.61 2.67 6 -6.10 -0.61 2.25 7 2 5 -4.13 -0.35 1.87 6 -4.13 -0.35 0.96 7 3 5 -6.13 -0.53 2.38 6 -6.13 -0.53 1.86 7 4 5 -2.17 -0.07 0.89 6 -2.17 -0.07 -0.28 8 1 8 -5.80 0.60 -2.44 9 -5.80 0.60 -2.36 8 2 8 -3.84 0.64 -2.67 9 -3.84 0.64 -2.52 . 8 3 8 -5.78 0.67 -2.67 9 -5.78 0.67 -2.73 8 4 8 -1.89 0.71 -3.11 9 -1.89 0.71 -2.60 9 1 11 -4.54 -0.14 0.53 12 -4.54 -0.14 0.63 9 2 11 -3.05 0.09 -0.27 12 -3.05 0.09 -0.46 9 3 11 -4.53 -0.04 0.16 12 -4.53 - 0.04 0.19 9 4 11 -1.55 0.31 -1.0B 12 -1.55 0.31 . -1.41 10 1 14 -2.05 0.47 -1.69 15 -2.05 0.47 -2.07 I. • I • AM A Lf • CA •n 1 0 TYPE C 11, TYPED 12 12 12 12 15 4 - 14 k .- 15 2 4 2 3 TYPE E 13 1 8 11 . MAX. 13 2 8 11 MAX. 13 6 11 MAX. 13 4 8 11 MAX. 3 TYPE F - 14 . 1 11 14 MAX. 14 2 11 14 MAX. 3 11 14 14 MAX. 14 11 14 4 3 5 MAX. 2 5 MAX. 2 5 MAX. 2 5 MAX. 5 8 MAX. 5 6 MAX. 5 8 MAX. 5 8 MAX. MAX. TYPE G 3 15 6 u � v -2.10 -0.90 -0.90 0.28 0.28 -0.68 -0.68 -0.16 -0.16 -0.26 -0.26 0.74 0.74 -0.10 -0.10 0.40 0.40 0.07 0.07 0.27 0.27 - 0.25 - 0.25 0.03 0.03 -0.09. -0.09 0.39 0.39 0.02 0.02 0.26 0.26 0.00 0.00 -0.30 -0.30 0.50 0.45 0.45 1 .33 -2.56 0.73 -3.16 1.05 -2.84 0.53 -3.36 5.15 -5.24 4.95 -5.43 5.05 - 5.34 4.90 - 3.72 -2.34 3.31 -2.74 3.51 -2.54 3.20 -2. 85. 2.70 -2.07 2.17 - 2.43 -2.34 2.04 -2.72 1.82 -2.69 2.31 -1.78 -1.88 -1.11 7.27 1.16 2.15 9.99 2.84 0.44 8.55 1.85 3.20 10.91 3.57 -11.36 12.01 4 itL 7.80 1 Or (7 -10.62 12.80 .7.79 12 74 9 9 -8.43 3.69 1.58 -6.33 5.64 1.60 -7.32 4.65 1.59 -5.82 6.21 1.60 -4.39 2.33 2.61 -2.07 5.21 2.48 -3.23 3.86 2.44 -1.43 5.88 2.59 -1.54 5.84 n •r • 15 REACT X ONS 1.= 3 3 -0.60 1.78 -1.30 6 -0.60 -2.73 ( 6.08 . MAX. 2.21 4 3 -1.41 0.48 0.35 6 -1.41 -1.07 .2.59 MAX. 1.10 17 1 9 -0.32 2.44 -5.30 12 -0.32 -2.07 3.47 MAX. 1.29 17 2 9 -0.52 1.54 -2.99 12 -0.52 -1.49 2.78 MAX. 0.90 17 3 9 -0.45 2.39 -5.08 12 -0.45 -2.12 3.69 MAX. • 1.27 17 4 9 -0.77 0.65 -0.72 12 -0.77 -0.90 2.00• MAX. 0.63 18 1 12 -0.47 2.46 -4.11 15 -0.47 -2.05 2.07 MAX.. 2.60 18 2 12 -0.43 1.55 -2.32 15 -0.43 -1.48 1.97 MAX. 1.65 18 3 12 -0.50 2.41 -3.88 15 -0.50 -2.10 2.31 MAX. 2.57 18 4 12 -0.45 0.65 -0.59 15 -0.45 -0.90 1.88 MAX. .0.76 TYPE H 16 1 6 -0.92 3.41 - 8.10 9 -0.92 ' ' -3.36 7.66 MAX. 4.82 16 2 6 -1.17. 2.25 -5.18 9 -1.17. -2.30 5.51 MAX. 3.20 16 3 6 -1.13 3.39 -7.94 9 -1.13 -3.38 7.82 MAX. . 4.82 16 4 6 -1.48 1.10 -2.30 9 -1.48 -1.23 3.33 MAX. 1.58 JOINT Y (( -) Y (UP) MOM. (OC4)) LOAD' COMB. 1 . 1 -0.02 3.16 0.00 4 -0.15 ' 13.82 0.00 7 0.12 14.76 0.00 10 -0.01 9.58 0.00 13 0.07 4.13 0.00 JOINT Z . ((--) . Y (UP) MOM. (C ) LOAD 00MB,, 2 1 0.31 1.89 0.00 . 4 0.22 12.25 0.00 . 7 ' 0.50 12.60 0.00 10 0.36 7.98 , 0.00 la n Ai d_ OA ' 0.00 00'0 00'0 00'0 00'0 00'0 V '000 am 01400) 14014 - 00'0 00'0 00'0 00'0 E9'E 917'9 6S'Ot E17'OT ZO't WO) A 1717'0' TS'6 E9'17t EO'17T S17' 0 Et • Tr °. OT 17S'0 9Z'0 17 • SE'0: ,LNIOC 17Z'0 • LY'0 } tE' 0 . S0'0 Et OT • RUPERT ENG INC. 34 -37th St. N.E. Lite 103 P. 0. Box 36 AUBURN, WASHINGTON 98002 (206) 833.7776 • • ... .i... ..... • i ►; , • I• j _ 'V" -- , . - - i• • T -' j i 1 • j ' I I 1 . , I , I ,. .._.......__.: I . �....., . ,oS SHEET NO ` or CALCULATED SY DATE CHECKED SY DATE SCALE i T ::: : o Z .' = 7 If , 1 •b ��� I f...3.1.u..tf .11 ss�.. .= ..,.o7 _, . .jhn_i... . 1 �'t_� . ....J.........1..... ...!.. 4. l v o . ) ; ....i . : 1 4 ‘11 . ; I til .( 0 4: $* + pli . '33? 4- -- I I ', i... 4 { _. 1.1 6' 2± �t?� t 8 l .. ti....74;61 gi IO,d7tn)(2,4) ....:.........�. • + j I I ..., : .� .. ' a.. i i .1. } _.� . i i I ; ' I r I I . rfi re 2, o2 %fAro F oorL — M,.,Ar = z0 2. 1 iIUPERT SIGNEERING, VC. 34-37th St. N.Ee mite 103 P. 0.8oi...46 AUBURN, WASHINGTON 98002 (206) 833.7776 1 ........f......... _.. .._...._. ....J. ....... I , Fo;2 : 3 -24.4 . Poyrs d? s L( ' Irs):..+. (,..16) 4. .g( ) , ;_.... ...............v..,._ - _4'2 _...._ ......._ ; _8 �;z • .. __...F41 ).1..,a).._....._ ..,D7... F ,...,1 ...ti.. 3)(.z.� = ._...I. ..._ bpi. .-.;, ...o-.=..... w. ".... �' �0ti. r 783 . .....1.._..__._ . .0? (44 28.31 - 4- 171 - -- 2 o3) . ,91-x. Pt" ..zo,2 .;... ..:6 = • .I `t. _.. .. -,- — _.. , i I 1 i i I f ! • JoS SHEET 010 (. or CALCULATED ST DATE CHECKED SV DATE SCALE 1. 0. iS( 11 )( 1 •0J .: .4 ..c?..; t *,3.,.t? 1 1 ; i I i 2.6.~t"(I2.1C11 4 - iric.94.). i..1,.(0.6,411.) 1 i -I. • . _t.. i I i 4 1 1•V; �.�In' '. RUPERT ZING, INC. 34 -37th St. NE -oUte 103 ' P. 0. Box 836 AUBURN, WASHINGTON 98071 (206) 633.7776 -L AT n Ian F - R.o.Ma fi.bo2 rh .,,, ^ 13, 9C1:4( . ...F 8 -7-.. 7 8,.k Bo c. t..1,,► .16'�$A s, i. , .;.. 1 3.441 hi.)(`f:ii) . .. ! .... .. ... !_ ' . j._� i �. •. ..c.. L(3.42AZ..4:(6;14)9 * 7.07 , rte • 2141 4,o% ( . o,(2..,go) , C Alt 16 C SHEET NO " °' Of CALCULATED SY DATE CHECKED SY DATE SCALE S. ef-elt • Mr. Robert R. Rigg Ms. M. Lorain Stowe 13905 - 56th Place S. Tukwila, WA 98188 NB /sjn enclosure cc: George L. Sanders Allen Elliott Mayor City Administrator City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor July 14, 1986 Subject: NEW RESIDENCE AT 13967 - 56TH AVENUE SOUTH TUKWILA, WA 98188 BUILDING PERMIT #3094 Pursuant to authority of the Tukwila Building Department, an inspection of the building located at 13967 - 56th Avenue South was made on July 11, 1986. The inspection revealed the presence of certain Building Code viola- tions (list enclosed) that require correction. You are requested to proceed with the elimination of these discrepancies as soon as practicable, but within sixty (60) days of receipt of this notice. You are advised that this order may be appealed to the City of Tukwila Building Department Appeals Board, in writing, by any person having record title or interest in this property. If no appeal is filed within thirty (30) days, it will constitute a waiver of any further administrative hearing. Failure to perform the required corrective work will cause this office to arrange to have the work accomplished by contract and all costs incurred will be charged to you or made an assessment against the property. This notice is given pursuant to Section 401(b.) of the Uniform Code for the Abatement of Dangerous Buildings, 1985 Edition. If there are any questions, please contact the undersigned. Very truly yours, 11 Norm Bray (Acting Building Official) Brad Collins Fire Department City Attorney City of Tukwila Planning Department July 14, 1986 BUILDING CODE VIOLATIONS . Unsafe walking surface on stair treads and no handrails on stairways. Section 3306 UBC. 2. No' guardrail installed around the portion of the upper floor which is. open to the floor below. Section 1711 UBC. 3. Two exits required from floors above the second story. Section 3303(a). 4. Every dwelling unit shall be provided with a kitchen equipped with a kitchen sink. Every dwelling unit and every lodging house shall be pro - vided with a bathroom equipped with facilities consisting of a water closet, lavatory and either a bathtub or shower. Each sink, lavatory and either a bathtub or shower shall be equipped with hot and cold running water necessary for its normal operation. Section 1205(b.)UBC. 5. Plumbing and Electrical final inspections required prior to occupancy of the building. TO: erdc/ Cod' .s FROM: 9e oqy DATE: 7//9m An, SUBJECT: g060.c e /oi f , 01„7; /3??6756 /ve, So. 7Tikteida Geld 9g / fir MEMORANDUM City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor -cue /Pe5/a T� alp .emu 7/.01 ote aM.ot L % e� ,.aif. zde ,/za w.Rt% lezz e-lam .4eic4 a-cce & 0a- Aeceie.. A9e Ocr/rAfre, Aecar;c' d eAdiz;y La #tterAto ze'46 he,: .net on .66 ,4.6,fit. ,1 ,c;(41 / a/wce,A4 igei40„ q -rie .,G flee-I-Le/ ./d4Aie ./?C.e4 -00-L 37-41e+ eee.e,w €/zel.t644 ,‘„tegi 00i, a4t azizte; ) j 33o3&)/2 �� G dev4 -rA6 ..tec,64,,efertimeese:/ hAitettee4If . eee/te ac.cev ./Ati 4,44 /Aim, e,,e/tee.? Ledit 40 fide .itue,011141,Rz ifer-ht i*,d ao,s (6 /9ga AA X205( ;) - ed; 1 4 • t e.,P a. e a/4 x&te-L4/7 feilp;r 7g-u-su- ,d44 l aetrad "ea t "e0 ,,e,aride‘itt/GLe:& aoat,e.ce,4 ,4e/rett e ..gteif 4, hileU cl4 ct7t4e' j ,%-e/z vece-tea-ti -?.ede4 4 eLd&K ,lbe.e.a/&i e.f.d, „effeeileel yete cote" zd6 fr geifite Age.0 -,;/A,i/u ,e olee7/1.4c ,zveu 1(4- ,e6del if, •� 7teQ &6‘ 7e _ e?"Le ',e4e-aideene7 96(x44, c 17, I'fP& t734. 4.4‘41 eiL cAt 1,01 cpwo ,LA±LAA±Q4 tertAketnJ , lJ a., R4lsB t '44641AAA.c.A. A,9tit .,10(.4rleA t. -- 114 Leki csk.ue.. o-ithao — 1 - 1;14A);LA 4A,ultd a4,& +.cutt � ( e (IA U0.0i - L--laQt - A9& e JUL 21 1985 CITY OF TUK JV LA PLANNING DEPT. atitl 4 # - uiL , L EN D ELLIOTT AIA 4020 AIKINS AVENUE SW 935-2000 SEATTLE WASHINGTON 98116 -e•qt -tom 44)44 ch-- ,4-to tffisot-b: w O U 1- I O z w 2 z 0 z w ., E I r .. CONSULTING ENGINEERS /CIVIL AND STRUCTURAL June 10, 1986 Allen Elliot, Architect 4020.Aikins Ave. S.W, Seattle, WA 98116 RE: Stowe /Rigg Residence, Tukwila R.E. Job # 8409 -152 Dear Allen, We have been notified of a conflict regarding the plywood shear wall nailing at the north and south walis of this project. Repair details issued by this office indicated that we were counting on plywood on the exterior surfaces of these walls to be nailed in a certain manner. We were recently informed that the cedar siding was placed over the plywood before the nailing pattern was verified by the City of Tukwila inspector. The inspector is therefore unable to accept this plywood as structurally adequate. I believe this conflict can be easily resolved. The north walls (Grids 1 & 2) will experience a maximum shear force of 185 lbs /ft. while the allowable is 310 lbs /ft. for the plywood nailing that was assumed. If the exterior plywood was nailed in a reasonably similar manner to that of our assumption then we feel these shear walls are structurally adequate. The gypboard on the inside of the walls will give some additional strength. The south wall (Grid 4) will experience a maximum shear force of. 439 1bs /ft. while the allowable is 620 lbs /ft. for the plywood nailing that was assumed on the exterior surface and for the nailing that was called for in the repair details on the interior surface and which should still be visible for inspection. For . the same reasons as stated for the north walls, this shear wall should be structurally adequate. We hope this letter will help to resolve this conflict. Please call if you have any questions regarding this matter. Sincerely, Jeff Baker, S.E. ;,;;, °ir ;1a RECEIVED CITY OF TUKWILA JUN 11 1986 rithatiNet . ten. June 3, 1986 Mr. Robert Rigg 13905 56th Place South Tukwila, WA 98188 RE: New Residence at 13967 56th Avenue South (Building Permit #3094, CN 85 -080) Dear Mr. Rigg: There are still some its which must be resolved before occupancy can be considered by the Public Works Department. A field inspection was made on May 29, 1986 (sketch attached) and the following items were noted: If you have any questions, please contact Phil Fraser (433 -1856) or myself. Sincerely, Pat Brodin Assistant Engineer PB:cd Enclosure cc: Contractor Architect Olarr in Dept, City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor * The driveway grade is still unacceptable and does not meet the minimum City requirements of 15% as specified on the plan (14% is preferred by the Fire Department). * The course fill material which was placed at the driveway entrance has created a drainage problem (noted on attached sketch). A portion . of the existing ditch was filled in and water now flows into the street. It is anticipated that a culvert (corrugated metal or concrete, 12" preferred) can be installed while the weather is permissible. NEW RESIDENCE (Riggs) 13967 56th Ave. S. Note: Driveway measured on 5/29/86 /3'767 .s"6 aA,.. S. NEW RESIDENCE (Riggs) 13967. 56th Ave. S. ,vEa A/IL Note: Driveway measured on 5/29/86 The drawings or documents affixed hereto do not meet minimum requirements of the adopted codes of the City of Tukwila, No remodeling or construction mlay0n' proceed until approval is y FAILURE TO COMPLY given. IN A CITATION BEINGVISSURESULT N 31986 CITY OF TUIC4'L'iLA BUREAU OF FIRE PREVENTION A f. R ► iJOT APPROVED � sAi tl Robert R. Rigg M. Lorain Stowe 13905 - 56th Place South Tukwila, WA 98188 Dear Mr. Rigg: City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor June 2, 1986 A framing inspection done on your residence at 13967 - 56th Avenue South on 5/21/86 revealed that the following corrections will need to be made for the structure to comply with the 1982 Uniform Building Code: 1. In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall, fire stopping shall be provided. Sec. 2516(F)2 1982 Uniform Building Code. Also, fire stopping is required at all interconnections between concealed vertical and horizontal spaces, such as occur at soffits, drop ceilings and cove ceilings, in concealed spaces between stair stringers at the top and bottom of the run, and between studs along and in line with the run of stairs if the walls under the stairs are unfinished. Fire stopping is required in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, using non- combustible materials. 2. All unenclosed floor and roof openings, open and glazed sides of landings and ramps, balconies or porches which are more than 30 inches above grade or the floor below, and roofs used for other than service of the building shall be protected by a guardrail. Guardrails shall be not less than 42 inches in height. Open guardrail and stair railings shall have intermediate rails or an ornamental pattern such that a sphere 6 inches in diameter cannot pass through. Robert R. Rigg June 2, 1986 Page Two In addition to the above items it is required that a structural engineer licensed by the State of Washington submit to the City of Tukwila Building a report indicating that the building meets the structural requirements of the Uniform Building Code. If you have any questions, please call me at 433 - 1852. Sincerely, 4'1 Norm Bray Building Official cc: Allen D. Elliott George L. 1VEMM Brad Collins': �• k 1 0 ®i t 4ng[ImaTung D��o CONSULTING ENGINEERS /CIVIL AND STRUCTURAL Suite 103/34 -37th Street N.E. /Auburn, WA Post Office Box 836 /Auburn, WA 98071 206. 833.7776 January 22, 1986 Allen Elliott, ALA 4020 Aikins Ave SW Seattle, WA 98116 RE: Stowe /Rigg Residence (R.E. Job No. 8409 -152) Dear Allen: On January 13, 1986 you informed us that due to oversight by the contractor some of the bolted moment connections in this structure had been left out. On January 15, 1986 we visited the site to verify how the beams and posts were framed together so that we could devise new moment connection details where they were missing. We made a few observations while at the site: 1. The method used to frame the members at the missing moment connections makes new connections difficult or impossible and probably unsightly if exposed to view. 2. A number of moment connections had bolts missing. To add these bolts at this time appeared difficult or impossible. The capacity of these connections is greatly reduced due to the missing bolts. 3. Quite a few moment frame members (beams and posts) are grade stamped "Standard ". This grade of lumber in 6X and 8X members is not recognized by the UBC as structural lumber. This non- structural lumber greatly reduces the capacity of the moment frames. Due to the above deficiencies we recommended to you that the moment frames be considered inoperable and that we re- analyze the structure for lateral forces in the east -west direction. We would use walls where available as shear walls to replace the moment frames. After you met with the owners and contractor on January 20, 1986 you instructed us to proceed as above. We will provide details for the shear wall construction. The lumber stamped "Standard ", even though no longer required to be part of the moment frames, must still carry all gravity loads. We are reluctant to comment on the strength of these members since the UBC does not list allowable stresses for this grade. However, the 8 X 8 posts might be adequate but we would suggest replacing the beams with DF #1 material. Page 2 1/22/86 A. Elliott /Stowe -Rigg Residence We must point out that our site visit was only for verification of certain connections and it was only coincidence that we observed the deficiencies listed above; other inadequate conditions may exist that we did not :see. We recommend therefore that you make a personal inspection of the. contractor's work. Please let us know the results or if you have any questions. Sincerely, Jeff Baker, S.E. Rupert Engineering, Inc RUPERT ENGINEECG, INC. 34 37th St. NE Suite 103 P. 0. Box 836 AUBURN, WASHINGTON 98071 (206) 833.7776 JOS - SHEET NO OF CALCULATED BY � \ - DATE I / �' , •r" CHECKED BY DATE SCALE I k O5. C C>> •"L'S 3 .. ... :. .....1 . . ' . 1�v�._C 15 ............. . • o .! ..�/ `�- zc- S Li VJw sc., �c,c� \CYO i............ sae, 495' • RUPERT ENGINEECG, INC. 34 37th St. NE Suite 103 P. a Box 836 AUBURN, WASHINGTON 98071 (206) 833.7776 ' JOB , SHEET NO OF CALCULATED BY DATE (2 / CHECKED BY DATE SCALE 1 I I 1 7- . . . . . 2__t_. _O Z-" Vi— v 737 + • lt:1- Z1 . ; —; e• •c* ‘'S isv• 1=‘-' , 1 ! ctexa.c...<4 e -;..,.-tck. v C. i 4 -10 , 1 1 / • ' 4 I i , 1 1 I I . , • • • • • , . , • RUPERT ENGINE( ',11G, INC. 34 37th St, NE Suite 103 P. 0. Box 836 AUBURN, WASHINGTON 98071 (206) 833.7776 JOB SHEET NO. CALCULATED BY Fr in4-oti - ts - OF DATE . ( ze. /::.� CHECKED BY DATE SCALE z,4,�rFL y , to y t • 4 ,V . • I f ■ ; I ., ,. . . VPC' 6A- ...,t:`.arcA..:. - .... RUPERT ENGINEECNG, INC. 34 37th St. NE Suite 103 P. 0. 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( S'\ k /E- 1 e)(, w .. ` � ; ' 3 u (S>( - o , . Co...*n.. 'i. • a (.71 C d VD-OV /I° G "I a y4- Fa...v. .c►-2 ' m..a t� 43`Y� u . C.e,...,-tl.+.n.." .. � (LA .7WTAAk�.N "I' % /M6. - )" 1 C � 3 3" y . ` \ t:s 11 ( t.,1._, * Lk 1 C.' . V.-".V - A) 43 , J P.t. ..t • Yt '1 ZTv - s \ - 1-PoN• L., -.t_:i t...; \.G.c:- )..ac. ...tuM_ C. 't c'/• / - CL'' V. W..-. / A.`v.ac. RUPERT ENGINE(.,ING, INC. 34 37th St. NE Suite 103 P. 0. Box 836 AUBURN, WASHINGTON 98071 (206) 833.7776 • r i ?� ...`.! /.. i .. �. r i y,. •GG!..! \ ! / ~ + f i y ' / ` / / 1 SHEET NO OF CALCULATED BY __ _ DATE CHECKED BY DATE SCALE JOB C • • µtt>t•.r„t , .:2....r.., . , d. .�. '(V.1. - /CA, • c- /•Li ak wa •r ( 5A ` • w. ` e ._ o + � i . ,. ...... .. ......,.... ... ' • .... .. • ... y . I ; i C�'.51 .... .. �.. ..t � ... L'7 • .L. 1'!.�Ct.�•. -•.. �. �orii...� . i ... ..... { I I i , I _.. I ....... ..... .............. \c . a..... . t_ &_ " • .. `oKi- tt,,,.... uc l.?►•- L...Pi►•- , cs. , ,.a;Y " , ..:IN∎Ir.. 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I 1 e i ' 4 ............ + 'c'''' / -ms,.' t �K, E �i T "' , -- 4,�x�: c 2 X44) - �1. <c)C $ = 446/ j 3 ? .....�t 1 1 ,. a ................. . .... } i ......... ................ } M...vo ( mss . �.v.�+ 1 J �� ss / .F{ /l f k ou- �6 d e a �( i' . .. ■ I f I i i RUPERT ENGINEE1tING, INC. 34 37th St. NE Suite 103 P. 0. Box 836 AUBURN, WASHINGTON 98071 (206) 833.7776 i i , .... .... ..: O l ._ . i . I • %et-Ca:y...4 IS! , A te-cor. e 6 - Nv.ata ..... ? ;...AC= ................. . II•c›VCC.....1... ....J.., .....i....... JOB SHEET NO. E ,. ,c-t- OF CALCULATED BY t DATE CHECKED BY DATE SCALE RUPERT ENGINLING, INC. 34 37th St. NE Suite 103 • P. 0. Box 836 AUBURN, WASHINGTON 98071 (206) 833 -7776 • '?" %F-( JOB )4cf-t - lS z. fv OF CALCULATED BY �`S�'' DATE CHECKED BY DATE SCALE SHEET NO 1. ' ... 4 ' 1 Y 6 /' i ............. • t>■1.- ks SF • I.. I 1 } 1 k A..- SASE • 'S�' ....... ( .... -' ...... .... w" .... ...t. ...... .j .n,c‘:... ......: ... `. . .. . .... .... . .� .. ....... r .._. i I i e • -. RUPERT ENGINEb,.ING, INC. 34 37th St. NE Suite 103 P. 0. Box 836 AUBURN, WASHINGTON 98071 (206) 833.7776 • I I � � i I l � � i 1 `7wltyC.Q_ C -.i1''C I1r.L�A� i 1 { I 1 I t ,1 j .� 7..-s7.... PS .. _�S _, 1 .... . .. I.. ....... I ... r d i ......_ - � ( I I i . 1 'l.: P?�' Fu•v!... 1L:c:iF' r <'? .S' ',-4, 0 '7,s '.S, ' p. JOB SHEET NO . ,l.t+hC : C- ^naA -1 s∎C- LS- _V`5....,' , L.'4 )(.. tS',' I 1 . 1 i ; 1 I I • 1 • 1 • 1 ' 1 t I � ...�P . X .._..54.va+e.�S _ V ,.. 11 •� z.s� `') r �....... I ... � .. I .. .. 1 .... ' i ..., ..,.. ��, */ r.; OF • CALCULATED BY DATE / /•' CHECKED BY DATE SCALE 1 George L. Saunders General Contractor P.O. Box 591 Auburn, WA 98002 Dear Mr. Saunders: cc: `' Bu Officia Fire Marshall Mayor Re: Building Permit No. 3094 October 25 , 1985 Sincerely, $(; Pat Brodin Assistant Engineer City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 I recently measured the driveway slope•at 13967 56th Avenue South. As you are well aware, a certain portion of the driveway nearly exceeds 23% (See attached drawing). The City of Tukwila Standards for Residential Driveways requires a grade no greater than 15 %. After reviewing the approved site plan with the building official, we found that 15% was specifically noted. Therefore in order to insure the safety of this property and meet the . necessary requirements for occupancy, we recommend that you notify the Architect and the City of Tukwila immediately to resolve this issue. If you have any questions regarding this matter, please contact me at 433 -1854 or Tom Hill (Building Official) at 433 -1852. NEW RESIDENCE (Riggs) 13967 56th AVE. S. ply OF TUKWILA RAL PERMIT SYSTEM - ROUTING FORM TO: BLDG. [] PLNG. P.W. [] FIRE [] POLICE ❑ P. & R. PROJECT /'9 - 5 c pc %e /0 ;. L �r°_ ADDRESS / . 3 9 7 5C - % ' , S. / c 7? Jl //1" DATE TRANSMITTED ,s720/e RESPONSE REQUESTED BY C.P.S. STAFF COORDINATOR ,41 ,��� ��/' RESPONSE RECEIVED PLEASE'REVIEW THE ATTACHED PROJECT PLANS AND RESPOND WITH APPROPRIATE COMMENTS IN THE SPACE BELOW.` INDICATE CRUCIAL CONCERNS BY CHECKING THE BOX NEXT TO THE LINE(S) ON WHICH THAT CONCERN IS NOTED: e /okz (6// /s h c , ht d Q �� /ff5 /s a���� -o veel / 7; koelekies ie�r0? fn.'& y ez/d,// O SC/ 41 P (0 n ( /fiG�O 17.S rhea I' 45 -f / PLAN SUBMITTAL REQUESTED 0 2` - /e( PERMIT NUMBER 0 . /e 1 d /F/ ,n y (/A /l GD ,,4 ,. /l/oVen s' /TS - [] Z ,c c , F' c2/--/-/e/—y, ❑ • t � 4-/ /C� s e �c /S.S?Je d .5 1 ❑ • O he /oofZ'". ❑ / i e / Glace : S - te}o?S/ [] c'po -2 /ie4/ L S, a/ .- =l,/snele/-s 1-e S01 /1- iA ❑ o .�i � ( e� / • (P - /ohs 0 0 0 ❑ ('07 -/ / ' . 3' / " Glib D.R.C. REVIEW REQUESTED Q PLAN CHECK DATE / COMMENTS PREPARED BY CONTROL NUMBER 5 p'0 e al—. /h. S'c. II . April 10, 1985 Robert R. Rigg /M. Lorain Stowe 13905 56th Place So. Tukwila, WA 98188 Dear Mr. Rigg: Due to the steepness of the lot and indications of soils problems on adjoining properties the following items will be required by the City of Tukwila Building Division prior to the''issuance of a grading permit for this site: 1) Soils Engineering Report The soils engineering report shall include data regarding the nature, distribu- tion, and strength of existing soils, conclusions and recommendations for grading procedures and design criteria for corrective measures if necessary, and recom- mendations covering adequacy of the site to be developed by the proposed grading. Engineering Geology Report The Engineering geology report shall include an adequate description of the geology of the site, conclusions and recommendations regarding the effect of geologic conditions on the proposed development of the site, and recommendations covering the adequacy of the site by the proposed grading. 3) The grading plans and specifications shall be prepared and signed by a Washington State licensed Civil Engineer. Sincerely, (7-6L4,46, Brad Collins Building Official BC:ks cc: Mayor Building Inspector Ailed D. Elliott, Architect George Sanders,, Contractor City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 433.1800 Gary L VanDusen, Mayor PERMIT NUMBER .L PERMIT SYSTEM - ROUTING FORM TO: [] BLDG. 0 PLNG. (� 'P.W. 0 FIRE PROJECT /, r „2% / • AL: f ADDRESS DATE TRANSMITTED ' 5/!; C.P.S. STAFF COORDINATOR W PLEASE 'REVIEW THE ATTACHED PROJECT PLANS AND RESPOND WITH APPROPRIATE COMMENTS IN THE SPACE BELOW, INDICATE CRUCIAL CONCERNS BY CHECKING THE BOX NEXT TO THE LINE(S) ON WHICH THAT CONCERN IS NOTED: p L; fl . D n ❑. 0 C.R.C. W1LA PLAN SUBMITTAL REQUEE'D ❑ 0 REVIEW REQUESTED 0 r RESPONSE - REQUESTED BY RESPONSE RECEIVED PLAN CHECK DATE COMMENTS PREPARED BY CONTROL NUMBER / 5'5 POLICE ❑ P. & R. JOB ADDRESS /3 ?6 7 _. ., fill •V S. Tt.l6.V,, la, TENANT . .c�f.r�. I <ii,r; /� i t�?•r�1►: `� 1:i?t-:r� DATE OF APPL. f'rcF, 2?, 1c,;;rf, OCC. LOAD DESCRIPTION OF USE PersciH F s idence LEGAL DESCRIPTION ATTACHED See /attach r PROPERTY OWNER POberi:. ft. f ?icin /t'. Lorain `.,te...c ADDRESS 139f15 it r :.>�,.. '7 i l.lf;1d17,, ���>1 PHONE „ ^r1 "_.C' ENGINEER /ARCHITECT r,1 ied r, Elliott MA ADDRESS On Pikins Ave. C s. ; t PHONE f. " ?C rir <1 CONTRACTOR C- eori,t: L. ..i)ndr. :rs ADDRESS P. C', !'ox 591 - Aul'urn.. I, PHONE (1:', - 1 CC _ i AUTHORIZED AGENT ( )rn,. L. `.(9nders LICENSE NO. , h•? . .!r- _Fr VALUE OF WORK '! ' lPf . ) , ,- ?rr:,rn FIRE PROTECTION SYSTEM SPRINKLER DETECTOR USE ZONE PC.c, i dor co TYPE OF CONST , : l,i r " .el � ADJUSTED VALUE `1.1!'.1'1 ''tni' (,'1 GRADING CUBIC YARDS See /t.l.,.r ! !i'u ?'7i'tt CUT FILL SIZE OF BUILDING 'r_ 1, i; .,ii, t . .. SIZE OF UNIT r.r , n.- CORR. WORK TO BE DONE: 1 : . !) !) ii t . roil exc.:1V,�i:H..it to , 1ST FL. 1 7(10 '' i c: n ' ; r f , r, 1 .X :,'; r , I,, 2ND FL.1,' "'; {e c' ,. HEALTH .„ r j1 0 1 • v-126, r. .('' . 1 ... ��' '!: `r ( % '. i Io:, . :.i 1si.ruction FIRE TOTALS r0ry'(1 . n c rt ri_ ©. • I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA• TION,A,ND KNOW THE SAME TO BE TRUE AND CORRECT. BE .. r, FEES AMT. DATE REC. NO REC. BY P.C. SIGNATURE • : " .';,1 ., Contractor ADJ. B.P. DEMO. COMPANY DATE , i, .(l;, PHONE q 3c'- 1(17"3 TOTAL SPECIAL CONDITIONS SQ, FT. OCC. OCC. LOAD loc'side e s2 o ye-3 ,tl�,� PLAN CHECKED BY DATE APPROVED ' FOR PERMIT BY 0g f 6SeQ =-, DATE 5- 4 ' Xs USES SQ, FT. OCC. OCC. LOAD loc'side e s2 o ye-3 ,tl�,� TOTALS 0 DEPT. APPROVALS SENT CORR. APPR. PLANNING HEALTH PUBLIC WORKS FIRE .APPLICATION FOR BUILDING PERMIT CITY USE ONLY CITY fit' OF ; _ Wkit iqi TUKWILA ' 'NUMBER La) ithil/sty ai1(,tta- ' 1- t17 . �� V .des, ltd « x'Q ''AM1 104 • �r lrr�r rrr ho r rr r t`I 1 1 1I r MI ` ttrilta 1'v 'f N 11 kI.PVA'(Iari PerAMh e Pfx11 144 1; i�lJ I�I�G ONPi'fid''N0-2 E NFOI1 M Shall �e'x $a fd m�ai bags " c & ads s liv a�a i,ers aria f a pta c 3 oiti tei, fb ** reiaibval a -- . c '` tec "t, ba " f ic inns: Pc F`... 00 PSF r Assume f'a i de a n ` "h i 1 i [gar not d' on d #►wingar ► " A . .r•' oar betr, p�1r j t t f or " ! veldt F! A IONS a Alta fc�aating ; s teal bear, on und1e turbed r und' d astructq al f 111'. .,. A l '. bet .b sre.sha'li kbed in..,of ; 18' be'l`ow -° 'rade sunless .„ draw in s ' ' g r, �`Y 'under' � abs • spa °'be cot�pacted '.to �.95� idln cif m k t , airy denas r , - pe r AA T. BO Compaction; of g -�13 n 4 o ,, ` ," F lo' se'"�tc1e a o , rc m ] iaii � ' r f e P. p . . ,e � acb t' �t a � tested $` ri ess e om son �e i. mn t ee " by an appro lab ONCRSTB`. 11 cast .tn- place cbnct e steal l „ meet 'fol lowing req ° ua1 . •a�f • ono`�a tae to" be,, detelrn i °teed by * ,table 26 -A, ' Sec . 2604 ► URC -�82. Min..; S ilea "Compriessive stirength OOO�� P I "p Use - p4. 4 sac ks pe �yarc • ; " e I Cement r,W /6 6 Ga 1. aWater per sa�ck'�of c e ment , Maak'. 's mp t.. 4 A�13" me habdas "mind' ate i`h1s pea 'UEC` Std. t ► 2, ' l r AS M A -616 gra de 6O ma de ° tip a'l ba�ro • '4a'di ` to, rsea^ "t °'iti$ =wall "s. Goo ier mi)'t " it c : expos "to eac h` :or rea ps' 1 ;1� a:' elsewher Submits" shop ' ..draw ga ` tS 2x under h e31' b •4 pir Sw`�t; a5, ; 45 lumb eha � e it em `g hi1g1 1,, E' 1 g Ob y" a , :uT 1., s na ed. S tuds sherd . be ` conast g S '1 2 Q, 0 0. , l p r ° WW?A P910 " latest a a it on with grade e ►l'1 F " 1u�mber season tieith , kth tt re bdchtent °nf 19 . : "3wAll ' ling + r Atable 2 t' B 2 ' t e es note d , A 1 1 ► boil , its c on t ac t W ith "', .Cb lc to b ' mas oitr Shal e" pree t a a tea Wit ts ta�ar borne p er t jVe in �w ith 'b C' `,` Std. 2 1,82 rb'+hi�denoe, rr • • . ut r��te wSth o�aa 't!� � " STR UCTURAL STEEL., All methods and mat erials to 'con orm tb AS 3a spew teet e ibr , f for�'ddegign f'' �,'d fabricat on, ` e a eot on` o steel '4fora b d ' � Matei'ia,i " fo b _ and are per ASTM ° 6.� Weldi g .done 'only by :car if ed'weldetasif "$a a accordance wi th''AWS" and a Sac a ecs S`lectrodes ''; L IO er A S �► W .... , 4 e ,.... , . 4` ,..... , a : , .,v >"s' , d: -•, .. , ... .p r it ,. �, . n bol er. A'STM A 3 O? P i a ; r �15��1, A. 85 (3rada� g �b � t ,: ski lraw n s, 6 archit�act ba fa rep ab i ,RtIa n. , oribectbr and 'hangers to 7 C K1. • _/ P`Yll� rl f - K V ePr)\ 1 N ' far c M ���n ►ir���r�� ►iTt IPh riralt ► I ► OW Wr,rr a *�"""." va+�.: xna+'rw.+•"a'"e .:.tr =t,� `` +' 5�.- .�"V°S w � a • �•_....+...�. -...,� 7.:•••••••"+""-4.....4011116... rte.- .+000 e#. wr:mwwwr.!4r. IIR/MmWom n s w".p.s.v+ 10-4 rr-rf :Itit,, •_ o thil ith t` 1 i!„ r , 10.Nx A.1r a L>QA r , . . S rD ' �41Kt3 '`'7�� +�R�;1a�1i1 Al eV:e ',a Q►1R' doors to be g 3/4 ' solid cori /412 to have full ` iltn a ipaking wIcittboretripping. cterior , ll± and ceilings to have vieque.n placed under OM. " 011,04 V) have L p 4*11 6 and tape to electIrical° baxas 4 , . Ommorefe 0 9 1 wee 34 muter uiab. t tint unit. install per iiinuf *cturer's d notions and UI Min . t insulation of 11-20 with temp. control' ¢svio ®° with - adjustment from IOC; ; degree p . to 140, degraee V. and loth eeparstd b *rcuit briakar a td a rd - ty a eleotric 'calls. ;ch *pale to have thermostat th p1+ to oft letting., Keating calculations' att 8, 9 1 11 1 1 U lfi � i10 I �ift r l ���i�l9� I� lir Atti 1 1� hit 11 f �l l 1��I 001111'1 thrill i 111a k iik trl t Trifl rrr 11111 " llflltln of111ti 111fIfhS m111111 MT IPm trooll 11111ri4 tN L w .. �t . . y am 4. �Z . Ir s /?rA r! .+ ,rte 4 89, ' Z e „ • is U 11.t) ate►. .::. err A• OW- a ! w j � As•L► iY[.. 4 0 �. _. _ _ . _,. . .... , / .: © � j/r +�� �/�� 0 44i'► W 1 alto4 0 Pori") 4 49 640 . . 7, At c 7 ► � Ate'" " �r�6r �i roe w 44 ,ti r� f COO W 1 " ` . 4/.4e ' "+ (04r440 :►o . AirAirif Twe roe 000 Abweir 4 A oecri4e4 4t!' 44 aor 04 4411 .w ripeeio $00 ,A9 ,gyp w) ; ,c Ad • ' A JO*" OW ". ! , , ! ,,,/C4r$414, + 0f4' 40'. 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ALA WOKK. foo Writ ' Arri- I4AVIOr 6•4044 . fitF01 riNK.K16,4434 , :..r e 7 AK r Cdr f°othobo ` r ' °°' "`y": er 49KAwiNeffr, ' r ="'. 71 y C.�►GI -1"v, 1 t N "�"'� • k A1 + (( 4. or Nil "Yaw goKAwiNefio: Wet< trY I� . 4 'L- � c4*4 I0`H . 41,,IAtittpmpt Ail FP 'Ir' I'( " ` i 4►'(1``t1. Wry. Wf'r Ni gr Kfr\/1 risAmoief v/ 't 4 . II L `j --- 69" A- I CP. favi -4A1 WA614 j I21Vr &AM '(O GCk X Imo. tax Vp HpAl ti 2 4 A.() 44/v I i W n I% 4 j ?cep 'x4 t2l r i t-11 J r9► /21 a N 4 1_ (4f) W / WMriPO tAIH 6V11TV r\A prTT,A( KrervAl I Nq 1'Y - KPH 6 1 H Ispvtimetle *0•1•490 TO urrktc rtcAmiN4 s •f 6 8 9 11 12 . 13 14 15 ��r +1�4'irtiin�rttiltnr rlrilrlit itffltni rtillltri 111111; 1' l lliirl llit11111 t nirltttil !11111111 un it1 111111111121 1111 1 r. 1 f 1 • • i y ,. .. .r... ...,,, iuii IiitF ■ Ill -- rf F e:r • r t� • "Me M I... •• .. l .] . 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W 1, H • ,1.1 1 f F Zia f ,C a AP.C. 1 j i i h; � jw'tT R 1+i' Mk 11011 RUPERT EM3INEERING INC. 379) St. NE Suite 163 P. a Box 836 At/9t/RN, w roti 9,471 (206) $334 6 : :UPERd' ENGINEERHI.,., INC. 34.3711i Ste N.E Suite 103 . p. 0, Box 886 WA8HION 98002 00,8399776 776 a *CALF.. PCAtt hOrp 490'10PNil. PiorK pigo'fINt4 *•00•10 I Or 9' Al 04? ? - /$2 VEEt NQ •/ .. 4 Z % CALCYLAIEasY..,,,X �.... ..- , �..,— 011 CHECKED PY D RIB" TVS ,�3Cl r7EESS" Wit t #7s -I,. < pow cit ;loth. pro's Alb' /zit a40 4 "5 'bog' A slYisr. =Liu At t. lUMtr 1 7iF. .dot (no it pent/ Aa . Raj 1041z. • c Patti ►,o. - or...L._.:! CRlcthattawl/: '( .0 bAtE �Q artVitlt �AN�11i0 et . llPS o ie z Z CM ii'n M41911 11)11,111 I!J t !Opt, fl!If1IIt Ililli "1I 11 1 1111►11 1111 f 111 1 II11 IIIIIIIII 111111 1111 h4,47i n , 11 V rkAhi . 7I4 h14 41 • Q 0 J W z J J 4 • • • • RUPERT ENGINEERING INC. 34 37th St. NE Suite 103 P. O. BOX 836 AUBURN. WASHINGTON 98071 (306) 333.7776 • ••••• • •• • *XVI.* ilt•ii:11' fra- t..r, •941 RUPERT ENGINEERING, INC. 34 37th St. NE Suite 103 P: O. Box 836 AUBURN, WASHINGTON 98071 (306) 833-7776 4 • • • JOB JOE SHEET f HO. . " OF CALCULATED ITY rita • 4••••••■•.• DATE -....411414 CHECKED SY V DATE SCALE -• . / r' ,/ ,/ / V • I , • SHEET NO. - - S CALCULATED BY I 4' CHECKED BY DATE SCALE • I . • - PA I orrn••••••••■••••.•••••••m••••••■■•••• VV LI:� •IS.I.DCKE9-4/z•C)-- E4-11/4....!=4.1441;) ; 0, $ 4 4 / , - / 4 4 , 4 / 1 t • I • / / / 4 4 .. i.. , -• -- 4 ; 1.. 4. • . 1 : ! . , . 1 • • ' , ; • . .... - i i i ' • • ' i ' ,• • 4 I I : S ,.. :-- ...I.1 %.,,;-,v4,... - rciti'l :7:-. ve.grtrt.to,.... N , ... , l' kcm.3.. e_., 4 .,.A cvc... i .; __ 1 . . i . ,f 1 I I.. 1 I % ■ i r I • 4 • i - !. . .--*- -4-4.4.- 1 . • . .i .. ,....... .!....... e..s&:kyik."c‘t.K.. Vcm 'iN-mY-ft :` : ' ' .' !I 1 kl. , , . , LV _bapvik..174.4 ■...e..1m.,,,I A t4t.,..S.1/4. 7 k c..1*C'ti:$-'■4 le,...U:M41/4 Wt. \& Q. 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Y11' C C "octo t 6J y.) ;` ) (2.2 1 e 11.1 - crtviu 1 € ism . 41 qt. kV P* • .4 • :I4_ tp 0 ft 0 1/ e)111; 11°4 6\ Al ** pie •434: -i4c • ISMILSX.■•••••W> - • 4 OLEkt.0.14- Yee4,74..VT:4; (C ta•Tanus t•• 77 Y(VaC9- ec,_ RUP 3r 1. 37t1 N 4411rit R it i tn6I NC. P. v. Box 836 AUBURN, WASHINGTON 98071 (206) 833.7776 .. V4 M .714) c9*1%;10;c L4:4, 4(>4itztr u4 \ i ; 1 1 1 I II • I '' .i i . . ' . 1 . I . I j j . . . . . ! . i .. . • • . { I . 1 " t I i I I I I ' , , I • t • VJ -• . • I 1 4 4 W'1A6P \11 1 ; : • ' • • • SHEETt NO. 0. IV 6 141 g091,49 eY Greg ......r*V•rrv•••••••■•••0••■••Irs NO OF V CALCULATED BY DATE -,./.4444, CHECKED DATE SCALE • 4. - t 4 • ..n..1/2.. , / • V V • .1 frl K.% ti.‘41).z rvieN e/40 V • • '.... 1_.. . ;,, . .:, ..,i... • , 4.■ -' .1 ■•••■; .,,‘.,„ L .. 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