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Home My WebLink AboutPermit 4040 - Tri-Land Co - Tukwila West - BuildingJob Address 1101 Andover Park West Tenant /Owner Tukwila West Insp. Date of Issuance Description of Work New (office) Leal Description � 5.31A5G -Q/ /2) j Attached Property Owner Tri -land Address 1411 4th Ave. Building Seattle. WA 98101 Rebar Phone 682 -7760 Engineer /Architect PN Address 114 Vine St. Seattle. WA 98121 Footing Phone 788 -5571 Contractor The Ferguson Co. Address 7433 5th Ave. S. Seattle, WA 98108 Fdtn. Phone 763 -3810 Authorized Agent Prescott License No. 2 30ISERGUH5370NO Slab Value of Work 534,666 F Larry ire Protection C.1 Sprinklers D Detectors Use Zone C -M Type of Construction V -N 1520.00 441. Accepted- .B. TssuPd Rv: /� INSPECTION RECORD - 433 -1845 Type Insp. Date Notes Setback Amt. Date Rec. Rebar 12,207 fffirp 12,207 Footing P.C. 834.00 Fdtn. 7862 2nd F1. Slab Frame 1520.00 1"a,2. 93.75 Demo. Wall Bd. Bond P . c . 154.00 7 - 07.3. 9. ;m Total 12.207 Tot. Dept. Approvals Req'd Insp. Date Planning 'Div. Health Dept. Public Works Dept. Plumbing Electrical ert. o ccupancy Size of Unit or Building Uses Sq.Ft. Occ. Occ. Load Fees Amt. Date Rec. 1st F1. 12,207 fffirp 12,207 R - 2 P.C. 834.00 5 -9 7862 2nd F1. Bldg. 1520.00 1"a,2. 93.75 Demo. Bond P . c . 154.00 7 - 07.3. 9. ;m Total 12.207 Tot. 12,207 Tot. _ Total ?5fP_nn B PERMIT TUKWILA THIS E RMIT MUST BE P STED CONSPICUOUSLY ON BUILDING 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. Si nat ate NOTICE f Contractor or Authorized Agent PERMIT NUMBER 1010 Control Number 85 -097 N L PROVALS: F ire Dept. _ Date Bldg. Official Date T HESE PREMISES SHALL NOT BE OCCUPIED UNTIL ALL APPROVALS HAVE BEEN SIGNED. 1 CPS No. I Job Address 1101 Andover Park West Tenant /Owner I Tukwila West j Date of Issuance Description of Work New office) Legal Description Attached ' , 'roperty owner Tri ffA iddress 1411 4 th Ave. Buildincl St: +:t1 , WA 98103 P hone , ' -77 o Engineer /Architect LPH 1 st F1. Address 114 Vine St. Seattle, WA (.;i8121. Phone 'M:1 - 5F,71 Contractor The Ferguson Co. 12.9 — Address 7433 5th Ave. S. Seattle, WA 98108 Phone 763 - 311.0 Authorized Agent Larry 1';^tl 'Gott Fi3 4 , , License No. 223O1SERG0J15370NCi Value of Work 5 3' '�C6 Fire Protection Q S E3 Detectors Use Zone _ C - ri Type of :' Construction V - ■i .Appl..- .Accepted B.y T4�uni1 I,��7, . INSPECTION RECORD - 433 -1845 Type Insp D to Notes Setback ffA V /Zi' Date Rebar 1 st F1. "') 2 7 fir // Footing 12.9 — _2 l Fdtn. Fi3 4 , , r_u 7s ) Slab Frame B1.g. 1520,00 r /-,sr,.2 ';:..).,.. Wall Bd. Demo. Bond p,r 1 {;ti.0o - -r,4;/, Dept. Approvals Req'd Insp. Date Planning Div. Tot. 12,2Y7 Health Dept. Tot. Total : Public Works Dept. Plumbing Electrical Cert. of Occupancy Size of Unit or Building - Uses Sq.Ft. Occ. Occ. Load Fees Amt. Date Rec. P 1 st F1. "') 2 7 fir // 1 12.9 — _2 l P.C. Fi3 4 , , r_u 7s ) 2n. . B1.g. 1520,00 r /-,sr,.2 ';:..).,.. Demo. Bond p,r 1 {;ti.0o - -r,4;/, Total 12,207 Tot. 12,2Y7 Tot. Total : Special Conditions ' %/ t fir // / _---, /I / l Approved for Issuance By. " ,�, -oa / BUILDING PERMIT CITY OF THIS ERMIT ST BE POS TED CONSPICUOUSLY ON BUI .J yftf�.f. • NOTICE 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. Signature of Contractor or Authorized Agent -'Date PERMIT NUMBER Rft.; /' Control Number :; FINAL APPROVALS: Fire Dept. Date Bldg. Official .._Date THESE PREMISES SHALL NOT BE OCCUPIED UNTIL ALL APPROVALS HAVE BEEN SIGNED. CPS No. 1 Date Wanted: Contr. or Owner Type of Inspection ai/e 067u_d_ Req. By . Taken By , INSPECTION REQUEST .... ' .._.. .....,....r..va.�.a*nax:.,:..,, Permit * ' 7 t.-� Date //3 Tenantrak-<.-b-614v Wef e ( � ; Address : 7/0 / f lye - "e,'/4 Permitv No. .1f" Date CITY OF TUKWILA Building Division 6200 Southcentor Blvd, Tukwila, WA 98188 433-1845 Job Address /. CORRECTION NOTICE Th following items are pund tp be in vio)ation, rdinance :d s ia#1 be•oorrected. y -s' z hi 14/1,/ ba61 - 4 care , /e— 6- et oi< ,� ' 47c° c- Pe") -1ra /i/ Ai') A 5 C` /o,T 1 4.t D: , I e. 1 6 ei /1 (// kt rCad e. 4-3? a.l e; e de ..a n 4. 4 /, - )(ply, j'' GC/ / L ,x• a ?/,11,s, Signed Building Official /Inspector Permit # yD y4 Date Tenant / f ,,/Aidho' Time Address: • / /01 jV'6!/ Date Wanted: /7,/r1 , a. m. p.m. Permit # `fi 1/-13 TenantTj(,/ 1 4t Time / p l"•' Il0/ �jo ti Contr. or Owner r..� qt1/0(73 Type of Inspection Contr. or Owner /014 Type of Inspection leefr-eefc Req. By Taken By • INSPECTION REQUEST Address: Date Wanted: INSPECTION REQUEST Date • Taken By k ,kA/' • a CIc : 00 71 v'� p.m. Req. By prim, k Permit # __ Date / / —/ ,5 Tenant7WC • Rue Time /0 ;, S a, Address : /101 /4 P R ) Date Wanted: /H3 — a.m ) p.m. Contr. or Owner Type of Inspection( it/Y*411 (110,1, J,11 t , 4././Aintiioij) Req. By / Q'Y) Ea d ke_> • Taken By j(A.... INSPECTION REQUEST Date Wanted: /l /iz /,s`'s Contr. or Owner Type of Inspection INSPECTION REQUEST Permit 4 t ON . Date Tenant lu.Krt) Qfttt) r Time Address: 1 JU/ / iX iiJ. Req. By .m.) p.m. Taken By: A;•co "{,eel Aer / /xepS- 91 yam_. A../i Permit # Tenant (c,. Address: fif j,/) Date Wanted: I/9 Nie l e- 1 Q Contr. or Owner Type of Inspection /A Q a� Taken By • Tenant INSPECTION REQUEST p Date 5c - Time Req. By Req. By 1)(0/14:1 Taken By a.m. _J p.m. INSPECTION REQUEST Perini t #. L/O 7 (d Date Address: 1/0/ APIA) 77, W eS1 Date Wanted: 9 Contr. or Owner Fg4 Type of Inspection Permit # f74o4 .a Tenant INSPECTION REQUEST Address: //D/ Date Wanted: f- 44, p.m. Contr. or Owner Type of Inspection Taken By • Date /. 5 'E Time INSPECTION REQUEST Permit I 1 ' Date Tenant-VW/0 / ,5c Time Address : / /d/ P 4 Qf U Date Wanted: (l / a.m. p.m. Contr. or Owner, ,,9 gqU Type of Inspection / Req. By TYPE DATE INSP. NOTES Grading (Bldg. 433 -1845) Setback (Bldg. 433 -1845) Rebar /Footing /Found. (Bldg. 433 -1845) Slab (Bldg. 433 -1845) Grout (Bldg. 433 -1845) Frame (Bldg. 433 - 1845)• ////��dd pow.% 06i &ter .ovd's ii/¢ tpV /As 1 10 5 Ace Oft/6.t6im•.a- SoRglk• Roofing (Bldg. 433 -1845) Insulation (Bldg. 433 -1845) Mechanical (Bldg. 433 -1845) Wall Board (Bldg. 433 -1845) //I Z Vi Utilities Water /Sewer /Drainage (Shops 433 -1860) Parking (Ping. 433 -1845) Landscape (Ping. 433 -1845) Street Use Permits (PWD 433 -1850) Fire (Fire 433 -1859) y FINA1 (Bldg. 433 - 1845) " �J�`r ' a (\ s °, JOB ADDRESS WORK TO BE DONE OWNER CONTRACTOR DATE ISSUED CITY OF TUKWILA BUILDING PERMIT ■NSP"CTION RECORD POST AT OR NEAR g-JNT OF BUILDING PROTECT 'ROM WEATHER City of Tukwila BYlding Division 433 -1845 B.P. 41 Control 1 Date Issued SPECIAL CONDITIONS Inspector must sign all spaces pertaining to this job. TYPE OCCUPANCY PRIOR TO FINAL. ALL 1TENS PERTAINING .TO_:THIS'JOB NUST?k S 1GIIED;OFF-•NY:.TI( • .INSPECTORS .,., ;'. `'` • •.. e,0 '1 - fi CITY OF TUKILA Central Permit System TO: ❑ Building ❑ Planning Project Name T,a,/,()11O U)Q k Address I /(/ and()i/V WJ Type of Permit(s) £.1) (91 at This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. tads a r-0, 111P amp wismimit w \ WOW I I L V r Valk l w ' !' 1 1 11 • Ale orized Signature m L. :kV 4 G1 4 14.14 96 l")-ii( roved by this department: ._� / .7//1,0 Dltt_/ i /gay raft_ This project is_NO-T —app (1 Aut This project is ap FINAL APPROVAL FORM r.a'Public Works ❑ Fire Dept. ved by this department; the followin (,ontrol No. 851X1 7 Permit No. / 5&7 ❑ Police ❑ Parks/Recreation Date corrections are necessary: CPS Form 3 TO: ❑ Building IV Planning CITY OF TUKWILA control No. 85 Central Permit System Permit No. 4 01/0 Project Name T())L{)i'l(' �UP� Address /10/ OYJd0 /1-eA} ,a(J) Via/t Type of Permit(s) . (9 1 Or This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. This project is NOT approved by this department; the following corrections are necessary: . +1 i O / / /4tO Thi project is a•• roved b t . departm ; Authorized Signature FINAL APPROVAL FORM Z? ❑ Public Works ❑ Fire Dept. ❑ Police ❑ Parks /Recreation PACINAA 7- 3o--86 Date D ee* CPS Form 3 J May 30, 1986 Mr. Edward Burglund Puget Landscaping P.O. Box 45 Issaquah, WA 98027 RE: Tukwila West Landscape Irrigation Plan - Exempt Water Meter Dear Mr. Berglund: Per my letter of December 23, 1985, Public Works approved a landscape irrigation plan that did not indicate to our knowledge any exempt water meter. However, I have been informed through the Finance Department that an exempt water meter was installed. Prior to use of this exempt water meter, your plan shall be so revised and four (4) sets submitted to me for review for final approval, and an exempt water meter permit issued (no fee) to allow for this exempt water meter to operate. If you have any questions regarding this matter please do not hesitate to call me at 433 -1856. Sincerely, -7 Phil Fraser Senior Engineer PF:cd cc: City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433-1800 Gary L. VanDusen, Mayor B:u i _l d;i:n 9. ' Dave Grage, Tukwila Maintenance Shops Permits Coordinator Planning Dept. File: Tukwila West SPECIMEN MARKING AGE DAYS LABORATORY NUMBER DATE RECEIVED DATE TESTED TOTAL. LOAD- POUNDS UNIT LOAD - P.S.I. REPORT NO. 7 A 7 4212 10 -24 10 -29 143,000 5060 7 -A 7 B 28 4213 11 -19 204,000 7220 7 -B 7 C 28 4214 11 -19 184,500 6530 7 -B. PITTS( J RGH TESTING LAB. `IATORY I SNEO 1551 7400-3RD AVENUE S.. SEATTLE, WA 98108 AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES. ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. CONCRETE TEST REPORT Date Moulded 10 -22 -85 Reported 11 -1 -85 / 11 -20 -85 Project ' =rTukw3la ;West A , ' West, Tukwila, WA. Contractor Ferguson Construction Reported to See Below Concrete Supplier Miles Sand & Gravel Quantity Represented 22; Cu. Yds. Specimens made by CP Chen No. Submitted 3 Location of pour East side entrance door, line Z; toilet room and along inside of wall. PO #- ,Strength requirement 3000 psi at 28 days Report No. 7 B FORM 9002•13.SE !-lOit9 0 Order No. SEA 4187 * MATERIAL PROPORTIONS USED (Quantities per cubic yard of concrete) MIX No.: Cement Ibs bags Type Brand Fine Aggregate (SSD) .lbs. Source Type• Coarse Aggregate (SSD) Ibs. Size Source Type: Coarse Aggregate (SSD) Ibs. Size Source Type. Water Total Gals. Gals. /bag Admixture: Amount Kind Admixture: Amount Kind Above:•information obtained from: PTL botching inspection ❑ Project Engineer ❑ Contractor ❑ Concrete Supplier ® Other ❑ (Designate) Entr. Air n/a % Actual Slump 2 In. Ticket No.: Temperatures: Air 54 °F Concrete v °F Weather raining Mixing: Central Mix ® Truck Mix ❑ Job Mix 0 Above Site Information obtained from: PTL Inspection ® Project Engineer ❑ Contractor ❑ Concrete Supplier ❑ Other ❑ (Designate) • Cyls. delivered to laboratory by: PTL ® Contractor ❑ Engineer ❑ Common Carrier ❑ Cylinder Size 6 x 12 Inches Remarks. *Weights Not Available slm COMPRESSIVE STRENGTH 7 Day tests previously reported Area 28.27 Sq. Ins. cc: (1) Ferguson Construction. Attn: Jerry Porter (1) LPN. Attn: Terri/ Johnston (1) Tukwila Bldg. Dept. (1) Engineers Northwest, Attn: R. Janke Respectfully submitted, PITTSBURGH TESTING LABORATORY Sea ~ s ric"t a ger SPECIMEN MARKING AGE GAYS LABORATORY NUMBER GATE RECEIVED DATE TESTED TOTAL LOAD-POUNDS UNIT LOAD • P.S.I. REPORT NO. 5 A 7 2259 9 -14 9 -20 112,000 3960 5 -A 5 B 28 2260 10 -11 148,000 5240 5 -B' 5 C 28 2261 10 -11 147,000 5200 5 -B .4-e a11 l'1 I ( ll 1 PO # - 70823 Date Moulded 9/ Reported 9/25/85 10 -15 -85 Project Tukwila West At Andover Park West, Tukwila, WA. Contractor Ferguson Construction Reported to See Below Concrete Supplier Miles Sand & Gravel Quantity Represented 10 Cu. Yds. Specimens made by C. Chen Location of pour Panels on line A to B and 1 to 3, section 1 to 11 Strength requirement 3000 psi at 28 days MATERIAL PROPORTIONS USED (Quantities per cubic yard of concrete) MIX No.• bags Type Stan I Brand lbs. Source Cement 4650 Ibs Fine Aggregate (SSD) 16704 Coarse Aggregate (SSD) 13572 Coarse Aggregate (SSD) Water Total 161.5 Admixture: Amount Admixture: Amount Above information obtained from: Entr. Air • % Actual Slump 31 In. Ticket No.: 1605 Temperatures: Air 6A °F Concrete 70 °F Weather Mixing: Central Mix 0 Truck Mix ❑ Job Mix 0 . Above Site Information obtained from: PTL Inspection 0 Project Engineer ❑ Contractor ❑ Concrete Supplier ❑ Other ❑ (Designate) Common Carrier ❑ Area 28.27 Sq. Ins. Cyls. delivered to laboratory by: PTL ® Contractor ❑ Engineer 0 Cylinder Size 6 x 12 Inches is /slm Remarks: GC1' . 1.7 1985 ( • CiT\' is Tl::.ti4'!!.A ANNINC DEPT PI PITTSLRGH TESTING LAIdU ISHEO 1881 7400-3RD AVENUE S.. SEATTLE, WA 98108 AS A MUTUAL. PROTECTION TO CLIENTS. THC PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. CONCRETE TEST REPORT 7/8" Ibs. Size Ibs. Size Gals. Gals. /bag Kind Source Source Kind PTL botching inspection ❑ Project Engineer Concrete Supplier ® Other ❑ (Designate) COMPRESSIVE STRENGTH 7 Day tests previously reported Order No. SEA 4187 Report No. 5 B. No. Submitted 3 9 T AG -1 T AG - Type • ❑ Contractor ❑ FORM 9002•B.SE cc: (1) Ferguson Construction. Attn: Jerry Porter (1) LPN. Attn: Terry Johnston (1) Tukwila Bldg. Dept. (1) Engineers Northwest, Attn: R. Janke Respectfully submitted, PITTSBURGH TESTING LABORATORY Sea s 6 a ster SPECIMEN MARKING AGE DAYS LABORATORY NUMBER GATE RECEIVED DATE TESTED TOTAL LOAD - POUNDS UNIT LOAD • P.S.I. REPORT NO. 6 A 6 B 7 28 2262 2263 9 -14 9 -20 10 -11 117,500 152,000 4160 5380 6 -A 6 -B • j s / slm PO # - 70823 Date Moulded 9/13/85 Project Tukwila West At Andover Park West, Tukwila, WA. Location of pour Cement 4650 lbs. Fine Aggregate (SSD) .16704 Coarse Aggregate (SSD) 13572 Coarse Aggregate (SSD) Water Total Admixture: Amount Admixture: Amount Above information obtained from: Cylinder Size 6 x 12 Inches PITTSLRGH TESTING LABt,r1ATORY HIRED 16111 7400 -3RD AVENUE S., SEATTLE. WA 98108 AS A MUTUAL PROTECTION TO CLIENTS. THE PUILIC AND OURSELVES. ALL REPORTS • ARC SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION Order No. SEA 4187 FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. CONCRETE TEST REPORT Reported Contractor Ferguson Construction Reported to See Below Concrete Supplier Miles Sand & Gravel Quantity Represented 102 Cu. Yds. Specimens made by C. Chen PanpLS nn line A to B and 1 to 3. Strength requirement 3000 psi at 28 days COMPRESSIVE STRENGTH 9/25/85 Section 1 through 11 MATERIAL PROPORTIONS USED (Quantities per cubic yard of concrete) MIX No • bags Type S to I Brand lbs. Source lbs. Size lbs. Size Gals. Report No. 6 B 10 -15 -85 No. Submitted 9 FORM 0002•8•SE Type, AG -1 7 / 8. " Source Type. AG -4 Source Type. Gals./bag Kind Kind PTL botching inspection ❑ Project Engineer Q Contractor ❑ Concrete Supplier ® Other ❑ (Designate) Entr. Air % Actual Slump 41 In. Ticket No.• 1642 Temperatures: Air 76 °F Concrete 73 °F Weather Cloudy & rainy Mixing: Central Mix ® Truck Mix ❑ Job Mix ❑ Above Site Information obtained from: PTL Inspection ❑ Project Engineer Concrete Supplier ® Other ❑ (Designate) Cyls. delivered to laboratory by: PTL ® Contractor ❑ Engineer ❑ Contractor ❑ Common Carrier ❑ - 2 Area 28.27 Sq. Ins. Remarks: Day tests previously reported cc: (1) Ferguson Construction. Attn: Jerry Porter (1) LPN. Attn: Terry Johnston (1) Tukwila Bldg. Dept. (1) Engineers Northwest, Attn: R. Janke Respectfully submitted, PITTSBURGH TESTING LABORATORY Sea ~ s ric6r r•:*� tac 4 yr4bCX'd January 24, 1986 Mr. Tom Hill Building Official Tukwila Building Department 6200 Southcenter Boulevard Tukwila, Washington 98188 Re: Tukwila West LPN Project No: NW 84055 Plan Review No: 85 -T -05 Building Permit or Control No: 85097 Subject: 20 Minute Fire Resistive Wood Door Dear Mr. Hill: NUM JAN 28 19 86 CITYOFTIJX i own Following our phone discussion of January 23, 1986, we are enclosing details of the frames installed in the 1 -hour rated corridor partitions of the above referenced project. Also attached is information for similar details for 20 minute fire protection wood frames by 1CB0 Commitee Research Report and City of Seattle amendments to the UBC. Seattle has amended this portion of the UBC for an unlisted door frame which does not require the frame to bear a label. Note that the detail for their. door frame is exactly the same as used in Tukwila West. Please review the above referenced details in context with the fact that we are providing the same built up sections and degree of protections as required to meet the code and as an acceptable rated assembly. Very truly yours, ;K4e6.94.- Dick Marks LPN ARCHITECTS & PLANNERS DM:eml Enclosures cc: Mark Lundsford (w /enclosures) • InternatiorY Conference ofcuilding fficials . t? RESEARCH COMMITTEE REPORT • M. ' • 20•MINUTE F1RE•RATEf) DOORS AND FRAME ' CaMPSON TIMI11 :i1 COMPANY 1 1ra57`i:11•F free a). "1:116'".'" --- v.k eOtt1'i :n. 11'ASHING7ON 0S6G0 . 1. Subjrci: 20 Minute Fire•Ttetcd Tkx•rs and Frame. 11. Description: A. Wood Core Doors: The wood core doors are 14'4.inah thick and are designed fur uprnings n maximum 4 feat wide and 8 fiat 0 inches high. The doors consist of kiln•dried pine or other solid snit wood blocks with • minimum 27•per•cubic•foot density at 12 percent moisture content. The stiles end rails ore niso manufactured from the same species of wood. The ntir.irnum width of the rails and stiles are 21 inches and 1 inch. respectively. The face ma tt riss cor.sist of hardwood Oyu out! a minimum of 0101 inch thick and 1...rolberud a minimum of IA inch thick manufactured in corn• pplianct with Research Report No. 1075. The faces are securely bemdt•d to the rails, .tiles and the core using water resistant TYpc Il or waterproof 7)'pe 1 adhesive. A thermal plastic adhesive shall not be used. The doors require • minimum of three 4!.• by 41/2- by 0 134.inch full mortise steel hinges. The doors are to be installed with a listed latching desire having a minimum /inch latch throw. I3. Particleboard Core Doors: Particleboard core doors are similar in construction to the wood core doors described above except that the core material is 7)•pe 1•01 mat.formed particleboard with a minimum density of 27 pounds per cubic foot. C. 1Vood Door Frame: The frame consists of two basic wood components with a minimum dry density of 27.5 pcf and a minimum moisture content of 6.5 percent. The face piece is lVisinch•thick and 4he inches wide minimum with a !:•inch•de•ep and 1•inch•wide mortise designed to arce•pt o ?'•inch by 3 door stop. The stop is attached to the face piece with G•penny finishing nails spaced 16 inches on center. As an alternate, the frame may be machined from or r+ro -•with Te7e•rjTe i .p,sure r 71i)ic?iiriJ ^r v e•. ter Tl T. _ uie r.,Tlic•frumc is suit:abTc frig u 1•r openings f, ( maximum 3 fe•et't•'lrh and 7 feet high. The frame is designed fur use in steel and wood stud, concrete and masonry walls a minimum of 5 inches thick. Installation details are shnwn in Figures 1 through 3. D. ldentificution: Thy doors and the frame are identified as shown in Figure 4. 111. Evidence Submitted: Reports of tests conducted In actor•' dunce with U.H.C. Standard No. 43.2. instnllution instructions and quality cnntrol manuals have been submitted. Findings IV. Findings: That the doers and the frame. described in this report huve a 20•minute fire-resistive rating subjert to the following cunditivas: • 1. The doors are installed in approved' 20.minute fire•resictive door homes. 11.40•••• M •.. •• .•.••^ ..1.••M Ys ••• 1. •• ..A••..,. 1..r. /1p,as1- tryta•.ttonfn%t,t'$I o! Wall ••• 1 m r I • to • ••••••• pe•rw •r v ••••• le ..•`..• •••••ile s Y•• .s w .. •••••• •••.e r• •r � .a. ••..•..•. awe. Report No. 2498 Aroucnlbc , 197; ' 2. The doors have'seif•closing or automatic closing devices as sot forth in Section 3304(h) of the Uniform Minding Cnrfe. e doors are produced undrr •n approved quality control � xogrum with inspections by the Underwriters Ldwrntuiirs. Inc.. (A .523). 4. The frnmrs are pre.duced under nn approved quality control pr•.gTnm with inspertinn♦by the 1Vnrnnrl.•Iirrsey Professional Services Ltd.. (AA•S19). 5. The doors and frnmrs are installed in meeurdnner with this report and the Uniform Building Code. 6. Caskrting is installed as set forth in Section 43.509 of U.13 C. Standard No. 43.5. This report Is subject to annual re•exemfnatron. G ...al •i u•u 1 l , �� s••aw • Sae Owe. Flputs 2 - Installation in Wood Rams War e•.•a fy s•...• .• • 11 IS at s , r, • r.r.r Will re ...11 7.••••........16 l .•1 •• •••f ..••.n. ave•• .►•• .N •■•••.•■ ..y+ ►A %ma GENOWE JAN 28 1991 ., ..CITY OF TUKWII PLANNING DES• A • 1 G- . v . ■•• e■■■•• i arAp2 k — � Kt .......... r • . w••.. i�/ ; 4 1.R a•+,• ..r .•' • A•• b • Sin • •• • :• • , N Figure 3- Installation In V+aorn WA sr n 1. • s 1••L .e .•••11 • •••—r 1..1y ••••••• Sao w .e we .w •.• •••.•.r• 6 • ••,s • • . 'a.a.....` so o s. a: - _ i ....,a Wail ( • I r • . 1 • • ••• r, • • InternatiorY Conference ofcuilding fficials . t? RESEARCH COMMITTEE REPORT • M. ' • 20•MINUTE F1RE•RATEf) DOORS AND FRAME ' CaMPSON TIMI11 :i1 COMPANY 1 1ra57`i:11•F free a). "1:116'".'" --- v.k eOtt1'i :n. 11'ASHING7ON 0S6G0 . 1. Subjrci: 20 Minute Fire•Ttetcd Tkx•rs and Frame. 11. Description: A. Wood Core Doors: The wood core doors are 14'4.inah thick and are designed fur uprnings n maximum 4 feat wide and 8 fiat 0 inches high. The doors consist of kiln•dried pine or other solid snit wood blocks with • minimum 27•per•cubic•foot density at 12 percent moisture content. The stiles end rails ore niso manufactured from the same species of wood. The ntir.irnum width of the rails and stiles are 21 inches and 1 inch. respectively. The face ma tt riss cor.sist of hardwood Oyu out! a minimum of 0101 inch thick and 1...rolberud a minimum of IA inch thick manufactured in corn• pplianct with Research Report No. 1075. The faces are securely bemdt•d to the rails, .tiles and the core using water resistant TYpc Il or waterproof 7)'pe 1 adhesive. A thermal plastic adhesive shall not be used. The doors require • minimum of three 4!.• by 41/2- by 0 134.inch full mortise steel hinges. The doors are to be installed with a listed latching desire having a minimum /inch latch throw. I3. Particleboard Core Doors: Particleboard core doors are similar in construction to the wood core doors described above except that the core material is 7)•pe 1•01 mat.formed particleboard with a minimum density of 27 pounds per cubic foot. C. 1Vood Door Frame: The frame consists of two basic wood components with a minimum dry density of 27.5 pcf and a minimum moisture content of 6.5 percent. The face piece is lVisinch•thick and 4he inches wide minimum with a !:•inch•de•ep and 1•inch•wide mortise designed to arce•pt o ?'•inch by 3 door stop. The stop is attached to the face piece with G•penny finishing nails spaced 16 inches on center. As an alternate, the frame may be machined from or r+ro -•with Te7e•rjTe i .p,sure r 71i)ic?iiriJ ^r v e•. ter Tl T. _ uie r.,Tlic•frumc is suit:abTc frig u 1•r openings f, ( maximum 3 fe•et't•'lrh and 7 feet high. The frame is designed fur use in steel and wood stud, concrete and masonry walls a minimum of 5 inches thick. Installation details are shnwn in Figures 1 through 3. D. ldentificution: Thy doors and the frame are identified as shown in Figure 4. 111. Evidence Submitted: Reports of tests conducted In actor•' dunce with U.H.C. Standard No. 43.2. instnllution instructions and quality cnntrol manuals have been submitted. Findings IV. Findings: That the doers and the frame. described in this report huve a 20•minute fire-resistive rating subjert to the following cunditivas: • 1. The doors are installed in approved' 20.minute fire•resictive door homes. 11.40•••• M •.. •• .•.••^ ..1.••M Ys ••• 1. •• ..A••..,. 1..r. /1p,as1- tryta•.ttonfn%t,t'$I o! Wall ••• 1 m r I • to • ••••••• pe•rw •r v ••••• le ..•`..• •••••ile s Y•• .s w .. •••••• •••.e r• •r � .a. ••..•..•. awe. Report No. 2498 Aroucnlbc , 197; ' 2. The doors have'seif•closing or automatic closing devices as sot forth in Section 3304(h) of the Uniform Minding Cnrfe. e doors are produced undrr •n approved quality control � xogrum with inspections by the Underwriters Ldwrntuiirs. Inc.. (A .523). 4. The frnmrs are pre.duced under nn approved quality control pr•.gTnm with inspertinn♦by the 1Vnrnnrl.•Iirrsey Professional Services Ltd.. (AA•S19). 5. The doors and frnmrs are installed in meeurdnner with this report and the Uniform Building Code. 6. Caskrting is installed as set forth in Section 43.509 of U.13 C. Standard No. 43.5. This report Is subject to annual re•exemfnatron. G ...al •i u•u 1 l , �� s••aw • Sae Owe. Flputs 2 - Installation in Wood Rams War e•.•a fy s•...• .• • 11 IS at s , r, • r.r.r Will re ...11 7.••••........16 l .•1 •• •••f ..••.n. ave•• .►•• .N •■•••.•■ ..y+ ►A %ma GENOWE JAN 28 1991 ., ..CITY OF TUKWII PLANNING DES• A • 1 G- . v . ■•• e■■■•• i arAp2 k — � Kt .......... r • . w••.. i�/ ; 4 1.R a•+,• ..r .•' • A•• b • Sin • •• • :• • , N Figure 3- Installation In V+aorn WA sr n 1. • s 1••L .e .•••11 • •••—r 1..1y ••••••• Sao w .e we .w •.• •••.•.r• 6 • ••,s DING CODE rom the ructed. t reduce on shall onstruc- s may hall be point in 40 25 feet from an s or 4 erved by rridor. s, refor- corridor e. e maximum Chaoter tic fire - the or wall oof e of nstruc- 1 . corri- e e fire- GJ�iI� -(jL� A-t- IJzu -t.> - t`1.E tilt w,.•••w.Yb 1982 EDITION 3305 -3306 For the prohibition in the use of a one -hour fire - resistive corridor as an integral part of a duct system, see Section 106(b) of the Seattle Mechanical Code. (h) Openings. 1. Doors. Where corridor walls are required to be of one - hour fire - resistive construction by Subsection (g) above, every door opening shall be protected by a tightfitting smoke- and draft - control assembly having a fire - protection rating of not less than 20 minutes when tested in accordance with U.B.C. Standard No. 43 -2 without the hose stream test. The door and frame shall bear an approved label or other iden- tification showing the rating thereof, the name of the manufacturer and the identification of the service conducting the inspection of materials and workmanship at the factory during fabrication and assembly. Doors shall be maintained self - closing or shall be automatic closing in accordance with Section 4306(b). Smoke- and draft - control door assemblies shall be pro- vided with a gasket so installed as to provide a seal where the door meets the stop on both sides and across the top. for _EXCEPTIONS: 1. Viewports may be installed if they require a hole not larger than 1 inch in diameter through the door, have at least a 4-inch-thick glass disc and the holder 18 of metal which will not melt ny is out when subject to temperatures of 1700 F. hall be 304(h). 2. Protection of openings in the interior walls of exterior exit balconies is not required if there is access to two exits. 1 .! by an automatic sprinkler system. 4. For elevator doors where shafts are pressurized or where the corridor serves 29 or less the smoke- and draft - control assembly need not be provided. 5. Unlisted door frames in walls of other than noncombustible construction, may be used in conjunction with labelled doors without bearing a label, provided they are fabricated and installed according to the requirements specified in Figure No. 33 -2. 2. Openings other than doors. Interior openings for other than doors or ducts shall be protected by fixed, approved 1/4- inch -thick wired glass installed in steel frames. The total area of all openings, other than doors, in any portion of an interior corridor shall not exceed 25 percent of the area of the corridor wall of the room which'it is separating from the corridor. For duct openings, see Section 4306. EXCEPTION: Protection of openings in the interior walls of exterior exit balconies is not required if there is access to two exits. (i) Location on Property. Exterior exit balconies shall not be located in an area where openings are required to be protected due to location on the property. STAIRWAYS Sec. 3306, (a) General. Every stairway having two or more risers serving any building or portion thereof shall conform to the requirements of this section. Additional requirements for high -rise buildings are specified in Section 1807. EXCEPTIONS: 1. Stairs or ladders used only to attend equipment are exempt from the of this section. 2. Stairs or ladders within an. individual dwelling used to gain access to intermediate floor areas of less than 400 square feet and not containingq the rimary bathroom or kitchen are exempt from the requirements of this section. 5 CITY OF PLANNI ..._ _ SKYLIGHTS AI'b itry Y Wig cl IE?' 4 e-2. mac. Fie*. lac L11- (m') (20) 6 'p col4m I2 1 rI NAL 1.0caTiO1 -1 itivamui■I tam:... IlUa\aa■IIIUIr - millimmimaimmumm MMONOIMMEMMil II.IP!► \ ■au"aa■ MMaa■aUaaalW AMMEOMMMERAommi ir.reNENOi U'$P 11111-4111111111111111m MIL- ARM ■0, -4111 aaaa /,il■ ammo a■iuia■ a.m.:m r: = = =:4■ ■•a•im .n■ oa■ ■•mi 1ta11•1•a1•11M1 IMNIMMERWINII ...!..11M11112111 �lIr...■ -'1t■ /lIa■IgICIM W17■ ■..r_ = =.>MW-4■ .r.a11r.MM :7■ ►� .www�. ■tar • Iaf' UMW =r■ ! ■l U I ■a NiME MEMMUM -J MUM J11=111111 ATTACHMENT_TO:.A I'l . :.TUKWILA , WE TRI —LAND CORPOR 1r■■ ■■ ■II■m ..r.- 1 /■■Illy ■I I■ ■■► O ■Uur.� — u■u■►..! ■■■I•■m■■••u•r ■r ■ ■AA111111■■ •/•l U■■■■►1■■11ul■■ O N■■I/■ ■L =cc�� ■ ■ ■■lU■■GU,ir 1■■//1■l1:ggn ■■■■OO■Yfutmmu. U . IIIIUIUU11I■PA 111- 4111■1■■$■� 1rr -A0� I s■\_ /■■ ■■_ -i■■ ■■_ :1R iii■Gg■ ■■■r"■■ ■■■1111■■ r; j ■ ■ ■•• ■■ .••• UMW 1.11.1.1 .1...W.11111 • Jfts■■■■■ armu ■ ■■■ ■■ ■E■■■■ ouc_::::= J ■■il ■■ �llu■ ■ ■■-_■ • 1�>,l� ■r• ■■ � u• ��■ ►`t ■ ■■;17■ ors.r_ == > ■ ■-4■ j"I •UUU■ - 71i ••rknow• ■■r =di■ ■ ■[ter■ ■a■■■ ■■■u■• ■■■ I U __SKYLIGHTS. ALTACHMENT_T _ O A �1., Ii 4 �. r , .Y�•, '�; :.TUKWILA , WES T TRI -LAND CORPORATION A I't� I T 4 'i-11 wirm GI-nAS !es4'M p, . Kyr ; I.1c L/4-4 CoW 1'O co}-4.1 i2M FINAL l.oGaTtohls> T° l,.r0 elt 1 #16. r 5�►'PL��1�N7AL. 1-I lzHAT1O1-1.- . I 'AI L5 ....._:.:.:: f w 3' Relite. Wineglass w/ Rectangular Wire LoINTI•j‘ftzizi raiz ye." ' 11 -o 11 ..: . / GO...g1t2OR Pt2K SI2L' NT % 2�� re, . 1 1c -1 4 oe.l 6I-irrAriv14 Attachment To .. A I1 P.. %JPF"'L 4. I C TUKWILA WEST TRI -LAND CORPORATION CHECK JOB NO : NW84055 DATE.::__ : =12_/. ta%85 -DRAWN I'k . CUSP, G dtl Io{2 GG-! LI NC I 19 11 X PULL µGMT 120%12. MiN. 1 L. - a2xI 4 HAPPIAAl2� . Wye. 611-# I GpiNG1ULAIz PATISO rote 1.o MIN. LAP2 L Av7sM 'Lj eAy6.555 &.14r;1..4. LPN ARCHITECTS SHEET NO • ah' chi MEER JAN 28 1986 CITY OF TUKWILA PLANNING DEPT. Attachment To „A ll! •. ::SUr l, ;::lH4ri !N - :. TUKWILA WEST . !TRI -LAND CORPORATION JOB NO : - NW84055 DATE 1:2 .. /..1. 0 �85� DRAWN _H • CHECK LPN ARCHITECTS_ DETAIL NO •••••• ••• i •\•• � f • ; • l f • • • •• •• •• • 1 . . JAM . • : j yZ l '.xZ'o4d =TAM � �. dr . rredvi1a. colt. EENOWED JAN 28 1986 'CITY Of w u► PLANNING DEPT. iitk2.'3, 17 • ; ..6 ••:•••••• • P- 3 rort sia ae Pkre7 - i i Ap rf.,Ai•E flu_ . rptm E ArealWIS 111-1 IRI CORPO ••• •,•••• • • Attachment To I G A 0N4 .28 1986 CITY OF TUKWIL.A •• OB NO *.NW84055 ATE _ /85 RAWN VIA<7.141 HECK • • 08 TYPrix ---)A-.i • • - 61:;aCt - .5* - -Tf • • ,4a k F A A • •-:1: %it; ...... - Stviol4r....- :5541.* AreGU P - 12 HzA1-1-t- 1P5te eom 1-1,_N44.10,2 (? :a) . _ LPN ARCHITECTS . DETAIL NO , • : Lz; 1& ... • - ;TUKWILA WEST __TRI.4-AND CORPORATION JOB NO :".NW84055 DATE __:_11-./.14,./85 DRAWN : . - CHECK LPN. ARCHITECTS_ DETAIL NO •I 1 I-101.112 ZA ge: Tyrs' eiwep eiv-14 a,tips s-ruce- 1.)<Co 1-14 w/Ipt--rkio..,_- 6 To spAki tiVaZ I Ll4T _ G..11.11■1Q oAL 112.11A pre4-4 (4 , tveav1=2. • .11-1 PI 5O-L.6 L HAP-VI/4AM ' F.1 I i-i 1 / GENEEICEM CITY OF TUKWILA PLANNING DEPT. FIGURE 33 -2(a) smoke gasket 2 rows casing nails, 16" o.c. max. 1/8" max. ----7 metal casing 571 -3 Figure 33.21a1 SEATTLE BUILDING CODE 6d cooler (or approved equal) nails, 7" o.c. max. N M 5/8" Type X GWB or approved equal (one -hour, fire- resistive wall) 6d cooler (or approved equal) nails, 7" o.c. max. Graphics: Leon Tao 1982 EDITION 20 minute, labelled door smoke gasket _J .5-- 5/8" min. o.c. max 1/8" max L 8d.mfn. 10d min. W o o 4 1 Ft ex c ., Figure 33 -21b1 1 vi 0 (1 Tsi- . -- 5/8" Type X GWB or approved equal (one-hour, fire-resistive wall) 6d cooler (or approved equal) nails, 7" o.c. max. ---6d cooler (or approved equal) nails, 7" o.c. max. SEATTLE BUILDING CODE 5/8" Type X GWB or approved equal (one-hour, fire-resistive wall) 6d cooler (or approved equal) nails, 7" o.c. max. 21a1 Graphics: Leon Tao 1982 EDITION 2 rows casing nails, 16" o.e. max. 1/4" min. 1/2" min. 1/8" max 20 minute, labelled door smoke gasket 5/8" min. 3/8" min. 8d.min. 10d min. Figure 33-21b1 Graphics: Leon Tao 571-4 JAN 28 1986 CITY OF TUKWILA PLANNING DEPT. October 16, 1985 Mr. Tom Hill Building Official Tukwila Building Department 6200 Southcenter Boulevard Tukwila, Washington 98188 Re: Tukwil a, West, ;:, LPN 'Project No.: NW 84055 Plan Review No.: 85 -T -05 Building Permit or Control No.: 85097 Subject: Roof Screens Dear Mr. Hill: Dick Marks LPN ARCHITECTS & PLANNERS DM:cpm cc: Jack Link Jerry Porter Frank Agostino RECEIVED COY OF TUKVYILA ocr 231985 "'ULM. 0111117 Pursuant to our phone conversation today regarding the above subject matter, LPN is submitting this letter per your request. LPN submitted working drawings to the City on May 8, 1985 and these drawings indicated screens around the roof top HVAC unit. The owner prefers to delete these screens. The unit is a self- contained or package type and will be located near the center of the building above the electrical /telephone rooms. Also, the building is in an industrial area. We would appreciate your review and response to this request as soon as possible. Please contact me should you need further information. Very truly yours, Job No. 820085 P.O. # 70848 #5 REPORT OF: PROJECT: CLIENT: REPORTED T0: Inspector: H. Johnson 10/21/85 HJ /js Pittsburgh Testing Laboratory p2 REPORT Moisture Content of Roof Plywood Inspection Tukwila :.West FERGUSON CONSTRUCTION 7433 - 5th Avenue S. Seattle, WA 98108 DAILY REPORT Respectfully submitted, PITTSBURGH TESTING LABORATORY David S. Haley, P.E. Seattle District Manager 47.001 PTL- •UATTLU 7400 3RD AVENUE 8. SEATTLE. WASHINGTON 99108 808/789 -4884 ORDER NO. SEA 4187 DATE 11/1/85 (1) Client, Attn: Jerry Porter (1) LPN, Attn: Terry Johnston (1) Tukwila Bldg. Dept. (1) Engineers - Northwest, Attn: R. Janke Several moisture content readings were taken at random on the bottom side of roof plywood. Readings obtained using a Delmhorst Moisture Detector. The moisture content ranged from 11 to 14 %. Weather: Sunny and cool. !:17! IPIVM 110V. '11985 Pt C t0:li0is t)r;PT, ALL REPORTS ARE SUS #TTEO AS THE C0 C5NTW. PROPERTY OP CLIENTS PUSLCATION OP STATER.IENTS.CONCLUSONS OR EXTRACTS IS RESERVED P(NONO OUR WRITTEN APPROVAL PROJECT: TUKWILA WEST INSPECTOR: C. P. Chen A) Approved Plans on B) Inspection Report of: Site: (X -Box) (X- Boxes) Concrete - City Mix ❑ Design Mix # 70843 Cement Content: 51 sack Max. Size Aggregate: 7/8" Supplier: Miles Sand & Gravel S1ump(In.) 2 1/2" % Air: Concrete Temp. ( °F): 60 PTL Batch Ticket Received: YES ❑ NO®. G) Reinforcing Steel: Grade Specified: 60 Grade Used: 60 Sizes Used: Rebar Manufacturer: J) All items inspected are cc: YES ❑ NO If not, explain, in detail: REMARKS: ets- 11/4/85 • PITT , IRGH TESTING LA( RATORY ISN(0 ISSI 7400.3R0 AVENUE S.. SEATTLE. WA 98108 AS A MUTUAL PROTECTION TO CLIENTS. TM( PU•LIC AND OUR1(LvC1. ALL REPORT* AR( SUBMITTED AS THE CON/IO(NTIAL PRO Or CLIENT/. AND AUTM0111EAt1ON /OR PUBLICATION . CONCLUSIONS OR ((TRACTS P1004 OR R(OARD1146 OUR R(PORTB IS INC OUR WRITTEN ArrnovAL. CONCRETE / GROUT / MASONRY / FIELD INSPECTION ® Concrete ❑ Masonry ❑ Other in conformance DATE: 10/22/85 PERMIT q: Test (1) Ferguson Const., Attn: J. Porter (1) LPN, Attn: Terry Johnston (1) Tukwila Bldg. Dept. (1) Engineers-Northwest, Attn: R. Janke • ❑ Res' col ❑ Grnt t 6" H) Mortar: Type M❑S❑N❑0❑ (X- Boxes) Cement Lime Sand Mortar Temp. ( °F): with Note Action(s) taken regarding items of non - compliance: Form #SEA - 43 ORDER NO: SEA 4187 Client P.Q. #70206 ADDRESS: 1101 Andover Park West, Tukwila, W; REPORT #: 6 Weather ;___ Raining _ - _ Ambient Air Temp;_ 540E Required Strength 2300 psi Specified Age 28 days Quantity of Material Placed: C.) Items inspected: (X- Boxes) Parts Par(.s Parts ❑ !•'ootings ( Cast Piles GS D other 23 11 ! ! 1/ 1 9 l 5 RA P ITTS 91R GH Ff,•� ,'1�It1Q ; U�+{ 8f], , l Seattle District Manager David S. Haley, P.E. ❑ Slab-on- dc ❑ Columns ❑ walls ❑ Beams D) Location: (Be Complete) Placed on east side entrance door at line "2" and at the toilet room, and along inside of the wall Specimens Cast: Number of Samples x prisms. Set no(s): #7 A,B,C x 12" cylinders. cu. yds. 1) Grout: Cement: sacks Job Mix ❑ Ready:'Mix •❑ High Lift ❑ . Low rift ❑ Cleanouts Inspected: YES ❑ NO ❑ Grout Temp. ( °F): approved plans and specifications: YES (2 NO ❑ SPECIMEN MARKING AGE DAYS LABORATORY NUMBER DATE RECEIVED DATE TESTED TOTAL LOAD - POUNDS UNIT LOAD - P.S.I. REPORT NO. 7 A 7 B 7 C 7 28 28 4212 4213 4214 10 -24 10 -29 11 -19 11 -19 143,000 5060 7 -A r lll� x' 11 =1� � 7T ( , Tt::• pi t..r. r :ul: ( �r � I.�;f� i "�3 5 t ILA G DEPT, Remarks: *Weights Not Available Day tests previously reported PO #- Date Moulded 10 - - Reported 11 - - Project Tukwila West At Andover Park West, Tukwila, WA. Contractor Ferguson Construction Reported to See Below Concrete Supplier Miles Sand & Gravel Quantity Represented__ Cu. Yds. Specimens made by CP Chen No. Submitted 3 Location of pour East side entrance door, line Z; toilet room and along inside of wall. Strength requirement PITTS .: JRGH TESTING LA J rtATORY 'SHED ISM 7400-3RD AVENUE S., SEATTLE, WA 98108 AS A SUBMITTED AS THE CONFIDENTIAL PROPERTY F CLIENTS, AND AUTHORIZATION ARE ON Order No. SEA 4187 FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS 1S RESERVED PENDING OUR WRITTEN APPROVAL. CONCRETE TEST REPORT 3000 psi at 28 days Report No. 7 A FORM 9002 -B.SE * MATERIAL PROPORTIONS USED (Quantities per cubic yard of concrete) MIX No.: Cement lbs. bags Type Brand Fine Aggregate (SSD) . lbs. Source Type: Coarse Aggregate (SSD) lbs. Size Source Type• Coarse Aggregate (SSD) lbs. Size Source Type• Water Total Gals. Gals. /bag Admixture: Amount Kind Admixture: Amount Kind Above''information obtained from: PTL botching inspection ❑ Project Engineer ❑ Contractor ❑ Concrete Supplier ® Other ❑ (Designate) Entr. Air n/a % Actual Slump 21 In. Ticket No.: Temperatures: Air 54 °F Concrete 60 °F Weather raining Mixing: Central Mix ® Truck Mix ❑ Job Mix ❑ Above Site Information obtained from: PTL Inspection ® Project Engineer Concrete Supplier ❑ Other ❑ (Designate) • Cyls. delivered to laboratory by: PTL ® Contractor ❑ Engineer ❑ Cylinder Size 6 x 12 Inches COMPRESSIVE STRENGTH ❑ Contractor ❑ Common Carrier Area 28.27 Sq. Ins. cc: (1) Ferguson Construction. Attn: Jerry Porter (1) LPN. Attn: Terry Johnston (1) Tukwila Bldg. Dept. (1) Engineers Northwest, Attn: R. Janke Respectfully submitted, PITTSBURGH TESTING LABORATORY . i a s ric Se t ger .. ° ��^ of Tukwila � �U0�^� ��U ~~n� ~~. Fire Department Buildinm Official City of Tukwila Control #85-097 Gary Van Dusen Mayor �l � �� K�� Hubert H. Crawley FlveONof June 3, 1985 Re: West ~ 1101 Andover Pk. W. Dear Sir: The attached set of buildinm plans have been reviewed by The Firm Prevention Bureau and are acceptable with the fol1owtnm concerns: 1^ The total number Of fire extinmuishe7s remuired for woup establishment is calculated at one extingWisher fop each 3000 so^ ft^ of area. The'e.tinMuisher(s) should be of the "All Purpose" (2Av 10 B:C) drw chemical tgPe° Travel distance to any fire extinMuishep must be 75/ or less. (NFPA 10v 3-1^1 and UFC 10^301h) ExtindVisheps shall be installed .on the handers or in the brackets suPpliedv mounted in cabine|sv or set on shelyes (NFPA 10v 1~6,6)/ and shall : be installed . so that the top of the extinduisher is Dot m#r/ than 5 ft^ above the floor. (NFPA 10v 1-6°9) ExtinMuishers shall be located so as to he in Plain view (if at all Pos/ible)v or if not in plain view, thew shall be identified with a simn statinmv "Fire EXtinMuisher", with an arrow. PointinM to .the unit. (NFPH 10r 1~6°3) 2, Exit hardware and marking must meet the remuipemeDts of Uniform Fire Code Sections 12,104 & 12^114^ 3. An automatic' fire extinduishiDM (sPrinkler) swstgm is reouired and shall be desiMned, installed and tested. (City Ordinance #1141) (JnoludinM soffit & papaPet ovmrhands) 4^ Home stations are rGmuired~ (Plans NUst be submitted to the Fire Marshal for apPyoVal Ppior to installation.) '(City Ordinance #1141) 5, Fire hydrants are reouired as detailed in Citw Ordinance #729^ Oty Tukwila I Fire Department, 444 Andover Park East, Tukwila, Washington 98188 (206) 575-4404 City of Tukwila Fire Department F''Fa< e rlL.Irrl1;1er 2 Yours •t.T`U:tyr. The Tukwila Fire rc :, c.C'S'rir' • Gary VanDusen Mayor Hubert H. Crawley Fire Chief Loc :31. UL ::Central Station supcarva.s:i.or'I :i.s •rc?ctuired. (City Ordinance 41327) 6... T h :i. s c:l'f f'' :i. c e is to be c: o r'a't. a c: 'l: a r1 't; o w a. 't, n r t S 'f' :I. u s h J. i' 1 of I..ir'Iderdrc:)I..Irld f and 200) 1 7. ' pT`er>sI.Jre 't,c?stt."s"c:)rl i31:l. ,„ s5'l: a ITI p :i. r :i. rl f . (NF F'' A 13i 1 7. • YoL.Ir ti>tree't, address ITII..It:3'l: be conspicuously posted on, the bL.i:i.ar „fir•I<; arid sha :Ll be plainly visible c3rIr..f •:I.edifa:I.a from the .street. Number$ shall contrast with their b<:acrk.drourid. (lJFC :1.0.208) 'T'hit:i review limited to spac:L.I1.ia't.:i.ve •l:ar,<:7rl't. : space only 7 c >pec ":i.iaJ fire ,Permits may be rlc:?C`ef:>Sary r1el°'ert'1:l.f'i e1"1 :..detailed description of intended use., PreverI•t,i.on B'..IreaL.l City of Tukwila Fire Department, 444 Andover Park East, Tukwila, Washington 98188 (206) 575 -4404 CITY OF. TUKWILA PERMIT NUMBER • CONTROL NUMBER ,5 CENTRAL PERMIT SYSTEM - ROUTING FORM TO: 0 BLDG. PLNG. [] P.W. J FIRE E] POLICE D P. & R. PROJECT :2/ ,,�Z� ADDRESS ` G �.!iy2 / `" � 4%% *6 DATE TRANSMITTED C.P.S. STAFF COORDINATOR RESPONSE REQUESTED BY 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: a '�4 �' . A % ] ;'� r! f .��► I -.� i 1, MO. Aia. 1‘: firjarArAr U 1 9./ irpS 4P MW WerM L riffiTSTLA P P v - gm p z Atli c Lk (- P'tLY's r i r- F - ❑ \NI EJ ❑ I � � Q (< Lam) LS z. ce 0 -- t - 1 2(v Q - tKe'y. D.R.C. REVIEW REQUESTED 0 PLAN CHECK DAT • JOB ADDRESS 1 Park W. NW Corner - Midland t?, Andover TENANT f F! /(t. ,• + DATE OF APPL. 6-8 -85 DESCRIPTION OF USE 0 F'r i1y and Allow d C._M,Iis.QS LEGAL DESCRIPTION See ShE_: :,.. .r;:r:; ADDRESS 1411-4 'ch rve. ',t. Seat tl !,..: 98101 ATTACHED D1 PHONE 682.7760 PROPERTY OWNER Tri- ,and ENGINEER /ARCHITECT LPN ; rchi t ct.s ADDRESS 11/1 'f ; • '.:.1 e a;. i 21 PHONE 788 -56 CONTRACTOR The lor:;usotn Cu . [ADDRESS 14::3• -.,{ ...::,t. ::1.t i1108 LICENSE NO. 2230IHt:'?70N0 PHONE 763• -3310 VALUE OF WORK $440,000.00 AUTHORIZED AGENT Lilrtv 1:,,, . : :,t,:;I ;: FIRE PROTECTION SYSTEM SPRINKLER %( DETECTOR USE ZONE TYPE OF CONST �. :it< � >r7'C'inl- �1Bred ADJUSTED VALUE 3 Y at J GRADING CUBIC YARDS • CUT FILL SIZE OF BUILDING SIZE OF UNIT WORK TO BE DONE: 1 -story office ,,u i lct i r a•••., ^.;a'cructed win 1ST FL. 1 ,,• 207 , _} 1- 2ND FL. - . !r1::, .., • 1•r ! . ,, ihc .',:..,i !•:. ... :rUc:;.t: . ENT CORR. AP; ;' PLANNING APPLICA• FEES HEALTH TOTALS AMT. ; i' , Ei S DATE F RC. : NQ REC. BY I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS TION AND KNOW THE SAME TO'BE TRUE AND CORRECT. P.C. IS3p. i • • . ..:9 i SIGNATURE I ADJ. B.P. �efl DEMO. COMPANY DATE '• `' PHONE TOTAL 2.5 g °_a SPECIAL CONDITIONS SQ. FT. OCC. OCC. LOAD O j c e /7 1 l /S -z._- R Ej D PLAN CJ`+ECK D BY DATE TUKWILA FiRt PREVgT161ii BUREATI APPRO D FOR PERMIT BY DATE ' / ./-. 727/61 USES SQ. FT. OCC. OCC. LOAD O j c e /7 1 l /S -z._- TOTALS DEPT. APPROVALS ENT CORR. AP; ;' PLANNING HEALTH _ PUBLIC WORKS ni in FIRE fflifilliEff 4' C PPLICATION FOR BUILDING PERMIT CITY OF TUKWILA CITY USE ONLY SPA N0.: EPIC- 270-OS CONTROL 00.: 0:1097 CONTROL NUMBER 2 -- CITY OF TUKWILA Control No. 85 Central Permit System Permit No. q0Y0 TO: ❑ Building ❑ Planning C Project Name 7LatiOI j(L We Address -� Type of Permit(s) This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. r This project is NOT approved by this department; the following corrections are necessary: () T.a- r.�e Cdopih- ( ) () () () () O () () () () O Autho i d Signature / 1 This project is approved by this department: FINAL APPROVAL FORM ❑ Public Works Fire Dept. Authorized Signature Date ❑ Police ❑ Parks/Recreation Date CPS Form 3 tukwila west CERTIFICATE NO. 286 LAWN SECTION AT PRUNE BACK VINYL 10Ei1NG 414 GAUGE GALV STEEL WIRE SPACE EQUALLY. TwiSi TO TIGHTEN STAKES CLEARANCE SET CROWN Al NURSE HY HF I FiNISH GRADE BARK M'1LCH TOPSOIL / 2x2 VREATED WOODEN / STAIN DARK BROWN. EP 10 SUPPORT ROO! BALE PAVING ROLL TOP AWAY FROM BALI. SLAB I FY BO I TOM HOLE COMPACT LAYER PRUNE BACK DOUBT E S 1 RAND a 14GAUGE. C.ALV. SUE I WIRE -TWIST 10 TIGHTEN, SPACE EQUALLY AROUND 1 KEE . IYP i CROWN AT NURSERY HEIGHT LONG WHI PVL PIPE FINISH GRADE OARt MULCH IOWAI IMPQR1 - IVI WOOD STAKE TOP 2/ 30F BURLAP AWAY FItOM OPAL I SAYER Of BACKE Ill SCAR RO'TTOM SI DES Of HOE IN AR ANLE Al l AROUND DISTANCE. BE C l'NE SPACING DETAIL NOTE (R. ROC F "IOW 1NG STRIP REQUIRED WHERE LAWN 1c, ADJACENT TO BUILDING. FINISH GRADE PLANTER SECTION AT CURS 2" MULCH TOPSOIL AS REQU I RED NOT4.: PROVIOE DITCH 1, BETTER APPE RANCE 2 PREVENTS B. K, WATER 6 HERBI CIDES ROM OVERFLOWING TO LAWN. EASTER MAINTENANCE 4 PROVIDE DITCH IN SAME MANNER WITHOUT CURB. FINISH GRADE 2" MULCH TOPSOIL ti NOTE. PROvIDE DITCH I, BETTER APPE ARANCE 1 PREVENTS BARK f, HERB I CI DE S FPOM OVERFLOWING TO LAWN 3. EASTER MAINTENANCE 4 INHIBITS ENCROACHMENT OF 18WN INTO BEDS PLANTER ADJACENT TO LAWN LANDSCAPE CONSTRUCTION DETAILS RECEIVED siky 9 1985 Mae WPC TYPICAL , NOT TO SCALE FIN. GRADE COUPLING UNION SHRUB SPRAY HEAD HEIGHT ABOVE GRADE TO BE REtEkMI NE BY TYPE OF- LANDSCAPE. HiN. I" 2 MARLEX STREET. ELLS GALV., PIPE UUSNING F" NIPPLE, S FuB OUT FROM COUPC1 Nj & PLUM EXEMPT METER BOX VALVE 604 MAS1Fk VALVE F R OUIRF'R PVC'` :WADE PVC CLASS 200 a BETTER SLEEV ING ,TO. BE TWICE ''THE PIPE SIZE IRRIGATION CONSTRUCTIOW DETAILS TYPICAL NOT TO SCALE TOILET ROOM ELEVATION TOILET ROOM SEC'flON TOILET ROOM.EL.EVr twomen) ROYCE DRAWN PARAPET DETAIL ROOF ACCESS HATCH PIPE THRU ROOF DETAIL MAY 81985 JOB NO O DOE SECTIONS /DETAIL & REELECTED CLGe • PLANS SWEET ISO OF A-1.5 ICK UrILESS VOTED " • AL RECAST PANELS BARE'" 5 -1/ T • TYPICAL T.RIN BARS: 2- #5:*VENTICAL AT ,EACH EDGE OF PANEL AND'`' SIDE . OF" OW E INC`; (U. 1 - #7 HORIZONTAL AT CEWERLINE AT TOP AND ,UC 1TOM OF OPEN NG (U.N. 2-#5 HOP I' 0 TAL, ONE EACH t=A DE AT '0 ' QF PANEL. ONE EACK FACE BQTT, M 0 PANEL. a 'REINFORCING PER 'PANEL L ELEVATIONS AT OPE4 RGS wt TA IZONTL TRIM BARS , EXTEYIDING 2'O" °BtYOtID EDGE OF" OPE1ING: •VERTICAL TIM BARS ,TO RUN POLL LENGTH. . .f MAXIMUM PAUEL COnNECTIONV SPA ING G o /c. ARc ITECTOOL DRA PRO E 3/4" DNI SHR NK GRb BETWEEN BOTTOM RECAST PANELS A D , , TOP 'OF ' " FOOTINGS. ;. PRO E l 2 LE. BETWEEN cPRECAST'ELEPIENV PRECAST P NOTED `OTH RWISE. I IF'ORC°IUG STEEL AST' REO II ED PO ''`UAN DL"ING AND ER CTtOII. }USE S `RONG- AS O UIRED AT CE55I E PA 1. O PEt1 ` f1GS, I5. ALL CONNECTIONS FLUSH I ITN TNv TDE FACE. STRUCTURAL' STEEL STRUCTURAL STE SHALL CONFORt1'. TO TIL FOI Lf 111110 STI1t +DAROS TUB .' A A501 -60a ;(fY rl6' ;000'`PS I ) PIPE (O ASTA M 55 GRADE B •(fy 3t5,00C1 B ALL ST EEL ,M SHALL " D.E" G I.VEFI''ONE SHOPi' "COAT 'OF "APPR"OVED PAINT !ELDI H 'A G -. S PER PARAGRAPH' BELOW MISCELLANEOUS STEEL MISCELLANEOUS STEEL L.7• To S ATII A 36 (f =36, 000 PSI). 1JFLDSh1101 ' F • `SPCCIIE ;SHALL.. 1/4' Y C.ONTI J O SHAL U S 'FILLET'MIIIIMUf1. T. AL % "T O DC ,BY CERTI " NL LDE R S -- •• 'USE FRESH, JS E60 ELECTRODE MISCE1 I ANEOL HANGERS TO B • " E S III PSOU NOR „API'ROV'CD E('lUAL . ACf1ti!kl G BOLTS TO 13E A " -307. tCOORDINATES 'THIS WiTII" ALL TRADES`` C OIIC(:I HICDAf10' "O!3TA't fIs' FTIG TUE FOLLR tiG UQT APPLY UNLESS NOTED OTHER IISC CODE: UtllF'ORM 13U ILUI ;IG CODE -- .1982" EDITION FOUNDATION S T[ EVE' TIGATION BY GEOENGI(IEERS INCORPORATED JULY 30, 1981. REARING " PRESSURE = 3000 PSF FOR LENGTH = S'() ". BEARING PRESSURE 2000 PSF FOR A STRIP FOOTINGS- 2 FT. OR US$. MINIMUM" DEPTH QF EXCAVATION BELOW SURFACE IS 16". BASE r ALL FOOTING' EXCAVATION SHALL BE THOROUGHLY 'COt1PACTED TO D5? "OF MAX. DRY 'DENSITY PER ASTt1 D -1 557 COMPACT ING REPORTS SHALL BE PROVIDED TO CONFIRM SOIL BFARL!UG. CONCRETE 'c -3000 PSI INSPECTED FOR f ma INSPECTED FOR ALL SLAB 'Ofl GRADE R ALL OTHERS ULTIMATE STRENGTH DESIGN METHOD USED. t1IXIIJO Atli) PLACING'OF ALL CONCRETE AND $EL- ECTIOU"OF MATERIALS SHALL DE IN ACCOR.DAI THE II0C AND ACI ` CODE 318 -83,', PRO- PORTI OF AGGREGATE TO CEMENT SHALL B ;UC ti " "AS`TO PRODUCE l , IIFNSL I;IORY,ADI.E fliX 3 MAX. SLUfIP 14HICH CAIU RE PLACED 10TIIDOT SEGREGATIOII'OR EXCESS FREE SI►RFACE WATER. ". FOR ADMIXTURE SEE SPECS. .1/2 "`" IUAt1Ff,R ALL EXPOSED COHCR£TC EDGES, UNLESS `INDICATED'' OTHERWISE ARCH,'DRAWINGS. HATER CURING SHALL' BC USED. " AIR EUITRAIN ALL CONCRETE, EXPOSED TO'llEATHER WITH 3", TO 6", AIR BY VOLUME REINFORCING STEEL ALL REINFORCING STEEL SHALL BE DEFROMED' PER ASTt1 A615. -`78, GRADE .60 (fyy=80;000 PSI). LAP CONTINUOUS REINFORCING BARS 30 BAR 'DIAtIETERS, 1,'7" t1lfl. 'Uf1L NOTED A NCE to TIt Ti E BE CORNER BARS',_(1' ' ' E PR OV IDED' FOR LL,; ,110RIZONITAL' REIIIFORCEfIFFIT. DETAIL STEEL Itl "A4CORp CI "MANUAL OF STANDARD PRACTICE OF DETAILING REItI- FORCED:CONCRETE STRUCTURES. COVER TO MAIN REINFORCEMENT TO BE: FOOTINGS. AC .. _ . . ... • .. • FORMED SURFACES . teATilCr PACE . ; . INTERIOR FACE , . , • . REBAR WELDING ALL WELDED REBAR TO BE GRADE 40 (fy =40,000 PSI`) MAXIMU CAR BONI CONTENT °.35 ". SUBMI MILL CERTIFICATE SUOUINGrv;REBAR "CHEMICAL CONTENTS'"TO ENGINEER._ ,FOLLOW "'RECOIVIENDED` PRACTICES FOR , „WELDING REINFORCING STEEL HETAL, INSERTS AC CO(It1ECTIOHS IN REINFORCE CONCRETE, CONSTR BY CERTIFIED RUCTI ti ” RY TILE AMERICAtl 11ELDIf1G SOCIETY Al L" REBAR IIELDIfIG SHALL O 'USE flit hl LOW OYDROGEfN E7OXX ELECTRODES CONFORMING , TO THE TENTATIVE SPECS FOR 'MILD STEEL ARC4IELDING ELECTRODES (AUS DESIGNATIO i 5 1. ASTN DESIGNATION A233) . ' BENDS 'IN REBAR TO' BE 'WELOED' SHALL /101 'CLOSER THAN 3" TO WELD .` 3 INCHES 1 -1/2 INC tES 3/4 INCH 2x SUDS ANDA D'. F .` #1 ,(Fb 15;f10''f SI) SEE PLAITS } x e RD I R`BETTER D.F, (Fb 925 PS ) 1J()Ol')' SHALL BE P Ri7V1t )ED WI H ST /1LL GRADES SHALL C r 1 TO 11WPA GRAblil S FOR °W E$TEI1Il LUUB R LA TEST CUT WASHER ACID COUTACT CON°CRET - T RS `IN U n I011 B LT" "I . ..,.. tiG G F," SHALL BCq TRE11TFn,... ALL LEDGC IDAR CONTACT WITH XTERI R C ONCRETE ,BEARING WALLS SIrALL DE. FI REATED. GLU LAMItIATi C . ,. DOUGLAS FI "AS ft GI() (I " WOOb MEr BCRS Q T c c 4F rl , I, LN OR E $1 r . CC1BI- ;;NATIO 2 M 4F V4 ^ = ,D'/`OE it'• t IIIPLE. ::SPAN`BE ` ,AMS I301 I` 1" "LAN " TO . BE F°' tE OF ' DIrS " 2-VD DFipF, F ( R CAIITIl ANO CqN- MS AND • GLU LAME, PRRICA' TG R O V iD E `OP 'iE1t5rYO LAMS; , y r ' .., ► TINOIUOUS RE OCU(I) 'Kff(11S LARGER TITAN 1, D ETER. OBTAY " -. " C - — MATERIALS I+i lST : $E • • ' ROM A, N APPE E FdR"RI (;AC Rs FA`C3tttCATO T P RO V I D E 11ITC, " t 0 Y 1 P.1 : T E ` To ARCiI(TECT " Ate OWNER. 'L°Y1 1 5 P(Y „)':"DIl BC t• tdAt I )tl ItII'CX '32/16). IIAILLIt(G SHALL BE AS 'INDit ACED P L AN. C'OHTRIICTOR ' IS O' CALL EtiGI'Nittli FOR `IN $1 1 "1 F R bF °bIAPH t11 PRIOR TO " OEING °ALL , PLY i OD IS TO 'IiAVE VALID GRADE STAMP IIfi1D °M t3E`'t l 'N )FA P1 TO' PS 1 -74 STANTDARbS, AS "At UbEO. R`OOF T RUSSES S TO BE BUSS SPAN''OR ENGINEERS tio•RilI41EST APP"i`OVE 'FQ7 AfID , ES T o RE MA CTU D NDTC , EDP R ” S Q , a,.: I s sras. 25-17, ' 4 T, v. htL ° ii 1' G i i 1. Qr~nr 'DEAR G CO T'1( IS HA IC$ CADS AtiO1'I R 7 AP' VAL . CAt L`A't O tis BE S 1 - 'It LD 1 'H S 6' , RA % , N IhiGS. VE ,, CALO AT` 5: E'" STA. tWIl IA( D' §10fi a BY I1 S11IrI T N LICENSE S ` 'TI IIIDT L x EGINir ER CALCUL EOS TO N • . I C E" Enb S ` 'Nl1)ltAk 1 i MA PAC'i URER' "1+D ' '18ftOCATThU O M I *A IO `UN S , Af1D FU T1 1TS it )DT° ()TlAL T U SES " Et'U""I' D. "I "U i' "P I 'b'Ot BE 'oOtlG -SIR: 'f iOF f6tAL oA'D _ '4`f PSF. ECAST W LLS A'iEL L I FTl 'fdG STR SS 4E ' D 'DE CI1ECi:Cb''BBY TIHE CO1 'RACTOR AUID" H SI ALL p tat. RE I N"FORC f" V STEEL A$.`' I U I:R0D FOR ritS META D O HANDLI fiG ; AN " ' REC1'tt I I I" `I'' RECAST 'P1%NELS. USE S'T' NG D . CK S U'IRED A'r E CESSiV, PANE °;'(1P II 7f. s. • . rot IH S GfCt T ETNEEN °PANELS ' ' AHD ' O OT T s TO • A t N - 1 "1 '(' C, SHO DRA1INGS SOTS F MISCE rrti 'REBAR ``IIH' hi1SC' ) Vb AtfffiGS FOR AP fOvAL PRIOR TO tAllftICATION I`OtR: GL U`LAMS r;R IC URAL STEEL, ` Alt REIr1EORC"I NG , 11111 C1`RY1 EYCAt`E I ('111 EL S'RI)P 't)RAWWINGS. "NOTE S'USPE CEILING OR ANY "OTIiER'tr ADS ii' L " 10T 8E 3 IItING ` FROtI 2x4 SI`iFFENERS. SEE UDC Till ELE 47-A ' Af D 4 4, =1 '0f3C STOS.. FIR NG SUPPORT Afit) 1`t TALLTIf)N, SPECIAL , . CTh p, i.t1o'11s tI NNFRACTOR SHALL VERIFY Lt iENStO1 s III r!ELD AND SHALL fff10V1fE ADC`QtJATE SHORING ,.." EER' CS OI )CTItTh. t' i AC R`SHALL ' ' ' EN Ati O ACtNG " ' ALL S"I C N'RAL "Mt{MBERS R "fNG Col SHALL RE Slr' VtS D. INSTALLATI . C ` . I NCRE" E IR' ' r 'ft" CA T PANELS IN F . ALL MELD CHAHG s PR'f 'R T0 TAKE ` CONCRETE CYLINDERS A5 RE'QU!RCD VEITIrY SLUMP. REINP'ONCING: VtiktrV ALL REINFORCING is PLACtb `IN ' DANCE •t1V"1it APPROV' b • PLVWOOt DIAPHRAGMS: ' ibT1PY E,N ° R F t Pt Pf I TO `'eAV ittlG PLYWOOD NOTED ELt Ct ICAL T IRADES • P"ItltER S t1ORT`NWEST FOR APPRO PRt R TO'1 TALLAt`ION OF'A11 ` O THIS w EQC1"PMEUT. N Architecture a