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Permit 1475 - Segale Business Park - Jack In The Box - Tenant Improvement
CITY 0 JKWILA BUILDING DEPART` cNT 6230 Southcenter Blvd. Tukwila, Washington 98067 Phone: (206) 242 -2177 LOCATION OF WORK / NUMBER & STREET 18151 Segale Park Drive If BII PERMIT NUMBER N2 1.475 LOT BLOCK OWNER SUBDIVISION . See attached Segale Business Park Izoo 5 c4Jev�uLry I ADDRpS 1'aac i 1 .ev :13300 — 30th St. S.E. Bellevue, Wa 98005 NAME OF BUILDER ADDRESS Sahara Enterprises, Inc. INSPECTION RECORD • • LC • \ • l • ._„ •c S - tt - tjii. 98178 PHONE X4/7— &i9s'I upp STATE LICENSE NO. 54144 . aygm SALES TAX NO. C 66.0 ,q PHONE Tai- a. 4426 ESTIMATED VALUE COMPLETED WORK BUILDING PERMIT 80.000.00 PE; EE 247.00 VOID IF WORK IS NOT COMMENCED IN 120 DAYS FEE 161.00 TE PERMIT FEE May 5, 1978 DAZE ISSUED TOTAL FEE 408.00 Sept. 5, 1978 EXPIRATION DALE FINAL OCCUPANCY GROUP B2 USE ZONE M2 MAX, OCC. LOAD 6 DESCRIPTION OF WORK: Foodmaker, Inc. (Jack —in —the —Box) THIS PERMIT DOES NOT AUTHORIZE ANY WORK IN PUBLIC RIGHT-OF-WAY OR ON UTILITY EASEMENTS. SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. I HEREBY CERTIFY THAT NO WORK IS TO BE DONE EXCEPT AS DESCRIBED ABOVE AND IN APPROVED PLANS AND SPECIFICATIONS AND THAT ALL WORK IS TO CONFORM TO TUKWILA CODES AND ORDINANCES. CALL FOR INSPECTION BEFORE WORK IS CONCEALED OR POURING CONCRETE PHONE 242-2177 FINAL INSPECTION BEFORE OCCUPANCY APPLICANT BY J SUBJE T TO COMPLIANCE WITH THE ORDINANCES OF THE CITY OF TUKWILA AND INFORMATION FILED HEREWITH, THIS PERMIT IS GRANTED. BUILDING DIRECTOR BY CITY OF OWILA BUILDING DEPARTICNT 6230 Southcenter Blvd. Tukwila, Washington 98067 Phone: (206) 242 -2177 /475 OCATION OF WORK / NUMBER & STREET 18151 Segale Park Drive OT BLOCK SUBDIVISION „Bn PERMIT NUMBER No 1475 . See attached WNER Segale Business Park ,DDRESS TAME OF BUILDER ■DDRESS 13300 - 30th St. S.E. Bellevue, Wa 98005 Sahara Enterprises, Inc. 10102 Emaire Way $o. Seattle, Wa. 9817$ INSPECTION RECORD 'OOTINGS 'OUNDATION 'RAMING 'INAL BUILD G PERMIT VOID IF WORK IS NOT COMMENCED IN 120 DAYS May 5, 1978 04 TE ISSUE.) Sept. 5, 1978 EXPIRATION DATE PHONE 717- 6951 sTothjthitIN0241 / J M SALES TAX 0D— Mgt NIL_ PHONE 783 4 ?0 ESTIMATED VALUE 80,000.00 OF WORK PERMIT FEE $ 247.00 PLAN CHECK FEE $ 161.00 LATE PERMIT FEE $ TOTAL FEE $ 40$.00 TYPE OF CONST. III N OCCUPANCY GROUP B2 FIRE ZONE 3 USE ZONE M2 FIRE SPRINKLERS MAX. REQUIRED JYos ON° OCC. LOAD 67 )ESCRIPTION OF WORK; Offices and warehouse Foodmaker, Inc. (Jack -in- the -Box) THIS PERMIT DOES NOT AUTHORIZE ANY WORK IN PUBLIC RIGHT-OF-WAY OR ON UTILITY EASEMENTS. SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. HEREBY CERTIFY THAT NO WORK IS TO BE DONE EXCEPT AS DESCRIBED ABOVE AND IN APPROVED PLANS AND SPECIFICATIONS AND THAT ALL WORK IS TO CONFORM TO TUKWILA CODES AND ORDINANCES. CALL FOR INSPECTION BEFORE WORK IS CONCEALED OR POURING CONCRETE PHONE 242-2177 FINAL. INSPECTION BEFORE OCCUPANCY APPLICANT BY SUBJECT TO COMPLIANCE WITH THE ORDINANCES OF THE CITY OF TUKWILA AND INFORMATION FILED HEREWITH, THIS PERMIT IS GRANTED. BUILDING DIRECTOR BY CITY OF( Ji{ WiLA BRIM DEPART II: T 6230 Southcenter Blvd. Tukwila, Washington 98067 Phone: (206) 242 -2177 :CATION OF WORK / NUMBER & STREET 0 r APP-78 -S` )T VNER BLOCK SUBDIVISION $EF Arra Sea /ge 8aVel//_ ss ;°9 4 )DRESS /.?.?()c) ,Fd 7-As-7.- S' t- F «It F' Lvr j. 78 ®QS PHONE 7c-7 -67S/ -V0fIg STATE LICENSE N0./ 3.61/ S#q yq \ME OF BUILDER 'J�/?L4/9RH t= tti rd. .Pf /SfS .-2.---.7) e SALES TAX NO.C:(j -.17 (5YO )DRESS • _ k ; :; ‘ a . j c ,� ' -Xz. E - ; i 7, PHONE 703 02.x,20 • I N of TuKL^Jli a MAY t 1978 BUILDING DEPT. Accepted For Filing Tukwila Bldg. Dept. MAY s • BU APPLICATION ESTIMATED VALUE p� C OMPLETED WORK $ F D 0 O PERMIT FEE $ 17 FOR PLAN CHECK FEE 0 . $ /6/ ''-"'' I LD.I;i:�,G ,f T CITY OF TUKWILA MAY 5 IJ78 LATE PERMIT FEE $ TOTAL FEE $ I- 0 A TYPE OF CONST. OCCUPANCY GROUP 8 A wj 4,......„.w....„,,, E� T�Dq DAVALDQ(�G YDEPT FIRE ZONE 3 USE ZONE M R FIRE SPRINKLERS REQUIREDXYcs MAX. OCC. LOAD 4, 7 N No ESCRIPTION OF WORK: C'd'r /GAS uS 5- NAME—GE—TENANT FOOD MACE R, 1N. (J A c K r nv►- r E 5 ») F S ." S : F THIS PERMIT DOES NOT AUTHORIZE ANY WORK IN PUBLIC RIGHT-OF-WAY OR ON UTILITY EASEMENTS. SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. 1 HEREBY CERTIFY THAT NO WORK IS TO BE DONE EXCEPT AS DESCRIBED ABOVE AND IN APPROVED PLANS AND SPECIFICATIONS AND THAT ALL WORK IS TO CONFORM TO TUKWILA CODES AND ORDINANCES. APPLICANT / d I' ?9. ' x BY Cy :2a- 44.) `' c' ". �O/ 4.�<�ZrQ- I awl 117 • („rtra(i 1". y CPI//t. ^ •'"sl JOB NAME:. � `t' E. B t) DELIVERY ADDRESS: SS L74 ' " ■T_ REQUESTED DELIVERY DATE: 1AY Z.(O t978 AIN V E a GOVERNING CODE: JOB NUMBER (Assigned .@ Plant) PURCHASE AGREEMENT SHORT FORM CATEGORY 2 DESIGNS HILLSBORO PLANT RECC-A E© • MAY 1. 5 1978 +1(G 4 16 WE, EA: 1_0_5d t-� -.� - 'U v�� • s 1C�) S644,2G .poll TRUS JOIST DESCRIPTION CHECK LIST Trus Joist Type Identification ( "A" — "8" — "B1" etc.) Lumber Stress Level (100% — 115% — 125 %) Se (TJL — TJM — TJH — TJS) ,uniform Toad Live uniform Toad PSF PSF A2.3_ A-� J0.0 is 86 e B I ti f=7 0 EQ. SO O ❑ Camber (mark "P" if per policy) other as inches at center of span Q'� ] P P 0 0 0 0 Number required this type All bearing conditions & sht All clear span dimensions shown All cantilever and cut-off dimensions sh All depths shown Roof slopes or elevations given Bridging shown on plan view On center spacing given Concentrated loads given and located Matching design requirements clear • tBAsso ._ o rr . --- 3a' psi . Lt . L ua. .._...__.._.�.S ?ACiti� __- gr.. /6`0 .G.• Zo 'ilAs IPAru -Lo6 i f_ �. �. �.__+ _,_ ! i_ JUN 5.1976.. - -.. _ I_ .._..�_ __ _._.__.._ _� LI__ - -__ __ _.,_ _ —...— �— — ._�__._I .. —I. ' ! 1 ! HILL813ULZ0 PUNT i I f 1 1 I , 1 L 1 I FRAMING PLAN 1 t�' 1 l . ! 1 I 1 ! 1 I 1 1 (See also Form No. OP44A attached) Atr 4476- SECTION TRUS JOIST ACCESSORIES Prentchd. plate � 4 O.C. I�� ' L.F. ' Prentchd. plate L x /.4 ) ( ;O,C. C7 L.F. Prentchd, plate Qx $ 1 (5.C. j 0 L.F. Blocking x O.C. L.F. Blocking x O.C. L.F. Blocking x O.C. L.F. Bridging Z -( ((, O.C. 24c2„ L.F. Bridging x O.C. L.F. Other: ..1‘.4 ETA —F .CAC,ii1 rlclii_9_. At i4; aLC -. 'rQ SS ►►EP1LJQ„ it arial_.!-ihlt.__� w 11-• 4. TRUS 1ST CORPORATION attlitto • Price(s) for TRUS JOISTS and Accessories subject to the TERMS AND CONDITIOI OF SALE on reverse hereof: Total Selling Price $,09 r� Above prices FOB truckbed jobsite. Sales and use taxes not included unless listed abov TERMS: ADF 2% 10; Net 30 ADI. Subject to approved credit. els woo 1 have checked all the dimensions, quantities and loadings and warrant that they are co • Accepted: A� n�llA Q / PURCHASER: HRrtf �_ Ltd !��Q's LLC' Date: J.10/ 7.-7 .A 1. . r-1 / 1 n ,. purchase agreement metal bracing critical dimensions . I TRUS JOIST WEIGHTS 1 IF YOU HAVE PROBLEMS," WEB SERIES TRUS JOIST :era rSv - .t!a x4 -' 1 ERECTION BRACING J web trusses is required to prevent lateral buckling of the chord members until ion to the sheathing and permanent bracing of the completed structure as de- s 1) strut bracing rows, 2) cross bracing at bottom chord bearing conditions, ay bracing or other braced end wall or diaphragm restraint adequate to support the for this erection bracing assumes a truss has the weight of itself plus the weight of the truss and two 175 lb. men concentrated at 1/3 paints of the span, or an unloaded truss ng for construction Toads beyond these or equivalent loads is the responsibility of the erector as each truss is put in position. Sway Brace when there is no Braced end wall to or attachment to Diaphragm CROSS BRACING Cross bracing.is required for open web TRUS. JOISTS which have bottom chord bearing at one or both ends. TYPICAL APPLICATION .Continuou with nails 1 Maximum per Trus Jc Cross Bracing i Strut Bracing row L Bottom Chord Restraint Strut Gracing row Clear spans over 70 feet and other extraordinary applications require special erection bracing — see other sheets when applicable. See Sheet number of STRUT BRACING Strut bracing rows as specified in these drawings must be attached to a diaphragm, a properly braced end wall or a sway bracing system. Strut bracing for roof systems are attached as shown in these sketches. Strut bracing for floor systems is to be attached to the bottom side of the top chord member so as not to interfere with the direct attachment of sheathing, 2 x 4 cut to tit Root Strut w /anchor ea. \ Bracing, Jend by Contr, Typical detail: at oncl wall 8cl Nails supplied by Mts. SWAY BRACING Sway bracing or a braced end wall or diaphragm is require bracing rows distributing their toads to the basic lateral st the many field conditions the selection of adequate mea rows is to be determined by the erector: If Trus Joist design & provide a sway brace system, its details are incluc r rr 14171 , i } Detail at li ` , !r i.; odd t 2 k' 4 .Scnt> wI 2 10d N els at�js��' U tntiirwlLsts+nt+�uula �f +!tt:1a�'r�tkbtn+Ytr -:.may; 4. BOTTOM CHORD 'R EST R AI NT Bottom chord restraint is required to stabilise the bottom chord during erection and is typically provided by the erector, Nailer required at all top /. Nailer required at spans chord bearing conditions beyond 40' .0" NOTE: 1 x 4 min, nailer or a strut brace attached to top of bottom chord with 1.8d nail in each chord member. The nailer & bridging requirements for the TJL Series satisfies the bottom chord restraint needs, ri Nailer not required at ' bottom chord bearing Nailer may he required at cantilever TJL TJ /50 TJ /60 TJM 3.3/4 to 4.1/4 Ibs /L.F, 4 to 5 Ibs / L. F. 4-3/4 to 5 -3/4 Ibs /L.F. 8 to 9 Ibs /L.F. TJH . 10 to 12 Ibs /L.F, These are the approximate weights of TRUS JOISTS. l JOBSITE STORAGE I While being stored at the jobsite the bundles should he supported on level stickers to keep the TRUS JOISTS out of the mud and dirt. it is okay to stack the bundles as long as an ade- quate number of stickers are provided to pre- vent damage, and normal safety precautions are followed. During storage at the jobsite 'TRUS JOISTS should be given the same pro- tection from weather as is normal with other wood products. [NAILING OF SHEATHING TO CHORD MEMBERS MAXIMUM SPACING S\•,,ret4 • DIMENSIONAL: COI This symbol 4.±( represents a critical- span dlmenston which the TRUS JOISTS will be designE ::supporting- •strritcture and the'.proper, placer ient4ijnd;)nca• LJOBSITE HANDLING OF it is the building contractor's responsibility to untoat all handling thereafter; the Trus Joist Guarantee only at or altered in any way and is installed in a workmanlike rr placing plans and bearing details. TRUS JOISTS wilt be delivered to the jobsite in bundl together for handling and shipment. To avoid damage thi are ready to be installed in the structure. Miscellaneous hardware such as bearing angles (some as required by each specific job are shipped with the joi terials and precut blocking items, if furnished by the mai A careless crane or fork lift operator can damage . the v Never handle TRUS JOISTS flat -- keep in upright pos MINIMUM SPACING NAIL SIZE DIA. TJL TJM TJH TJ /50 TJ /60 8d Box I .113" 4" 2" 4" • DAMAGED JOISTS • IMPROPER AT • FIELD MODI ;ICATII I IF YOU HAVE PROBLEMS. I C SERIES TRUS JOIST INSTALLATION INFORMAT WAR ERECTION BRACING I of the chord members until o completed structure as de- n chord bearing conditions, aint adequate to support the it of itself plus the weight of le span, or an unloaded truss responsibility of the erector Bracing row bracing — see other sheets .openly braced end wall it floor systems is to be ie direct attachment of CROSS BRACING Cross bracing is required for open web TRUS JOISTS which have bottom chord bearing at one or both ends. SWAY BRACING Continuous Cross Bracing with nails furnished by Mfr. Maximum lateral load - 500 Ib. per Trus Joist Sway bracing or a braced end wall or diaphragm is required to provide a support for the strut bracing rows distributing their loads to the basic lateral strength of the structure. Because of the many field conditions the selection of adequate means of support for the strut bracing rows is to be determined by the erector. If Trus Joist Corporation has been requested to design & provide a sway brace system, its details are included in these drawings. 1, the bottom chord actor. Nailer may be required at cantilever ©t in each chord member. 'estraint needs. 1 DIMENSIONAL CONTROL I This symbol •C �r represents a critical dimension for your approval. It is a clear span dimension which the TRUS JOISTS will be designed to fit. The dimensional accuracy of the supporting structure and the; proper: placement And location of the joists end-accessory-items-is s` must. `. The bearing plate must he nn the ledger, wall plate or beam as Petalled, Maximum overhang of the bearing clip is 1/4 inch for the TJL & TJH Series TRUS JOISTS and 1/2 inch for the TJM, TJ /50 & TJ /60 Series TRUS JOISTS. IMPORTANT: READ GENERAL Failure to follow these instructions and drawings Do not permit cutting, drilling or damage of the Do not remove steel pins or webs (even temporal Do not make field repairs to damaged trusses wii Do not overload single or groups of trusses witl materials or tools. Problems may occur in attempts to realign trusses. Align each truss and place it perma- nently in position as it is connected to the bracing system. Once there is a Toad, even from the weight of the truss itself, large lateral forces are developed by attempts to realign the trusses. This may break the bracing system. When . properly aligned each top, :chord should not vary more than 1/2 inch from a straight line. -ORAGE e jobsite the bundles level stickers to keep I the mud and dirt. It Iles as long as an ade- are provided to pre - 3I safety precautions orage at the jobsite given the same pro - is normal with other JOBSITE HANDLING OF TRUS JOISTS It is the building contractor's responsibility to unload the TRUS JOISTS from the truck and for all handling thereafter; the Trus Joist Guarantee only applies so long as the product is not damaged or altered in any way and is installed in a workmanlike manner and according to directions from the placing plans and bearing details. TRUS JOISTS will be delivered to the jobsite in bundles of twenty or less joists and come banded together for handling and shipment. To avoid damage they should be left in these bundles until they are ready to be installed in the structure. Miscellaneous hardware such as bearing angles (some M and H conditions) lag screws, bolts, nails as required by each specific job are shipped with the joists and come in bags or boxes. Bridging ma- terials and precut blocking items, if furnished by the manufacturer, will come bundled and banded. A careless crane or fork lift operator can damage the wood chords or steel webs. Never handle TRUS JOISTS flat -- keep in upright position. ING TJM TJH__ 2" TJ /50 , TJ /60 a" Q.r I GENERAL Please approve and return these drawings as sc cated and delivered until approval is received. Manufacturer's engineering responsibility is c and not for any supporting structure, or for Toad; All materials shall be furnished by others unles Accessory items such as pre - notched plates, b installed as erection proceeds. All holes in bridging clips, bearing clips and bi bridging before any load is applied. • DAMAGED JOISTS • IMPROPER FIT • FIELD MODIFICATIONS MANUFACTURED BY: APPROVED JUN 7 1978 r— JACK IN THE BOX OFFIC 18141 5EGALE BUSINESS P1 TUKWIL..A , WA. ENSIONAL CONTROL IIST INSTALLATION INFORMATION WARNING Continuous Cross Bracing with nails furnished by Mfr. Maximum lateral load 500 lb. • per Trus Joist liaphragm is required to provide a support for the strut o the basic lateral strength of the structure. Because of In of adequate means of support for the strut bracing ctor..If Trus Joist Corporation has been requested to its details are included in these drawings. resents: a critical dimension for your approval. It is ,a clear rs will.be designed to fit. The dimensional accuracy of the ►cenient;,ttrtdPocetion of the joists and ccessory..iterrn is 8 The bearing plate must be nn tlw ledger, wall plate or beam as detailed, Maximum overhang of the bearing clip is 1/4 inch for the TJL & TJH Series TRUS JOISTS and 1/2 inch for the TJM, TJ /50 & TJ /60 Series TRUS JOISTS. ANDLII\lG OF TRUS JOISTS I sibility to unload the TRUS JOISTS from the truck and for !uarantee only applies so long as the product is not damaged workmanlike manner and according to directions from the jobsite in bundles of twenty or less joists and come banded avoid damage they should be left in these bundles until they ng angles (some M and H conditions) lag screws, bolts, nails rped with the joists and come in bags or boxes. Bridging ma- ished by the manufacturer, will come bundled and banded. an damage the wood chords or steel webs. 3p in upright position. )BLEMS, AGED JOISTS aPFR PIT MANUFACTURED BY: IMPORTANT: READ GENERAL NOTES AND STUDY DRAWINGS Failure to follow these instructions and drawings may be dangerous to personal safety or property.. Do not permit cutting, drilling or damage of the chords or webs. Do not remove steel pins or webs (even temporarily). Do not make field repairs to damaged trusses without written approval of manufacturer. Do not overload single or groups of trusses with plywood, roofing, or other construction materials or tools. Problems may occur in attempts to realign trusses. Align each truss and place it perma- nently in position as it is connected to the bracing system. Once there is a Toad, even from the weight of the truss itself, large lateral forces are developed by attempts to realign the trusses. This may break the bracing system. 1 MAXIMUM tU All trusses are unstable laterally until properly braced. The longer the span the more care re- quired. Adequate restraint is necessary at all stages of construction. Complete stability is not achieved until the brac- ing and decking is completely installed and pro- perly fastened. Erection, bracing and procedures, as well as the safety of the workers, are the responsibility of the erector. • MAXIMUM 1/2" When properly aligned each 'top chord should not vary more than 1/2 inch from a straight line. The vertical alignment can not be than.1 /2 , . inch out of plumb. GENERAL NOTES Please approve and return these drawings as soon as poss'ble, TRUS JOISTS will not be fabri cated and delivered until approval is received. Manufacturer's engineering responsibility is only for the engineering of the TRUS JOISTS and not for any supporting structure, or for loads other than indicated herein. All materials shall be furnished by others unless specifically noted "by manufacturer herein. Accessory items such as pre - notched plates, blocking, bracing, bridging etc. must be properly installed as erection proceeds. All holes in bridging clips, bearing clips and bracing members must be filled with nails. Attach bridging before any load is applied. APPROVED JUN 7 .1978 JACK IN THE BOX OFFICE ANP WAREHOUSE 10161 SEGALE BUSINESS PARK, -DRIVE E3 . I IF YOU HAVE PROBLEMS, °::1 P�1'��t1•' .. ;,th�;�G # :: Web trusses is required to prevent lateral buckling of the chord members until ion to the sheathing and permanent bracing of the completed structure as de• 4v Fe s 1) strut bracing rows, 2) cross bracing at bottom chord bearing conditions, ay bracing or other braced end wall or diaphragm restraint adequete to support the sed for this erection bracing assumes a truss has the weight of itself plus the weight of 1. *r ,,,n,� I.} sazacz,'e''•1.t r "the truss and two 175 Ib. men concentrated at 1/3 points of the span, or an unloaded truss 4',.' -.m4 .,, ng for construction Toads beyond these or equivalent loads is the responsibility of the erector as each truss is put in position. . -.141 it, fw •.11. A}.%. t't ;. 'f 'r' ;Sr'dt�t'�lcwt:� l)'1 "; TYPICAL APPLICATION Sway Brace when there is no Braced end wall tie -- nr JttAchment to Diaphragm Cross Bracing r /strut Bracing tow Bottom Chord Restiaint L. Strut Bracing row Clear spans over 70 feet and other extraordinary applications require special erection bracing — see other sheets when applicable. See Sheet number of STRUT BRACING Strut bracing rows as specified in these drawings must be attached to a diaphragm, a properly braced end wall or a sway bracing system. Strut bracing for roof systems are attached as shown in these sketches. Strut bracing for floor systems is to be attached to the bottom side of the top chord member so as not to interfere with the direct attachment of sheathing. 2x4 cut tofit ...,w /anchor ea. end by Contr. ( T' ptcat betels at end wall Root Strut Bracing, Ba Nails supplied by MIJ, . " CROSS BRACING Cross bracing is required for open web TRUS JOISTS which have bottom chord bearing at one or both ends. Cbnt nuot with nails Maximum per Trus J SWAY BRACING Sway bracing or a braced end wall or diaphragm is require bracing rows distributing their loads to the basic lateral s the many field conditions the selection of adequate mea rows is to be determined by the erector. If Trus Joist design & provide a sway brace system, its details are inclui 2 x 4 Scab. 'v 7 1()d Nails '_"2�i,ttlliil iN {i.Y.rr1y�L:F7 }tit 4v °v..rs. BOTTOM CHORD RESTRAINT Bottom chord restraint is required to stabilize the bottom during erection and is typically provided by the erector. • 7 \\/\ZW\ ALI I\ Nailer required at all top \ /N`\ Nailer not re quired at [~ q p (Nailer required at spans —I —Nailer bearing conditions beyond 40' "0" i bottom chord bearing NOTE: 1 x 4 min. nailer or a strut brace attached to top of bottom chord with 1-8d nail in each chord member. The nailer & bridging requirements for the TJL Series satisfies the bottom chord restraint needs. chord Nailer may he required at cantilever DIMENSIONAL COI This symbol �•( }► represents' a critical span dimension which the TRUS JOISTS will be design supporting structure and,th proper placemenis+.nd.foca ' >TI ledgi Max 1/4: JO I; & TRUS JOIST WEIGHTS TJL TJ/50 TJ /60 TJM TJH 3 -3/4 to 4.1/4 Ibs /L.F. 4 to 5 Ibs /L. F. 4-3/4 to 5-3/4 Ibs /L. F. 8 to 9 Ibs /L.F, 10 to 12 Ibs /L. F. These aro the approximate weights of TRUS JOISTS. pOBSITE STORAGE I While being stored at the jobsite the bundles should be supported on level stickers to keep the TRUS JOISTS out of the mud and dirt. It • is okay to stack the bundles as long as an ade- quate number of stickers are provided to pre- vent damage, and normal safety precautions are followed. During storage at the jobsite TRUS JOISTS should be given the same pro- tection from weather as is normal with other wood products. JOBSITE HANDLING OF ' It is the building contractor's responsibility to unloac all handling thereafter; the Trus Joist Guarantee, only ap or altered in any way and is installed in a workmanlike m placing plans and bearing details. . TRUS JOISTS will be delivered to the jobsite it bundl together for handling and shipment. To avoid damage the are ready to be installed in the structure. Miscellaneous hardware such as bearing angles (some as required by each specific job are shipped with the joi: terials and precut blocking items, if furnished by the man A careless crane or fork lift operator can damage the w Never handle TRUS JOISTS flat — keep in upright pos NAILING OF SHEATHING TO CHORD MEMBERS MAXIMUM SPACING • �`-Sr°t� o °,ot ° t 0\\ f .., o G• ehe Chord members Sheathing Material Nailing pattern to be per plans and specifi. cations. In no case shall nail spacing be more than as shown In each chord member. Nails ,.shall not be Tess than 8d or greater than 16d. MINIMUM SPACING NAIL SIZE DIA. TJL TJM TJH TJ /50 TJ /60 8d Box .113" 4" 2" 4" Common .131" 6" 2" 6" 10d Box .128" 6" 2" 6" Common .148" 6" 2'h" 6" Box .128" 6" 2" 6" 12d Common .148" 6" 2W' 6" 16d Box .135" 6" 2'W' 6" Common .162" 8" 4" 8" Note: If more than one C1) row at least 1/2 ". 14 Gauge staples may . be when having a minimum main member. • is used the rows must be offset a direct substitute for 8d nails penetration of 1 inch into the • DAMAGED JOISTS • IMPROPER FIT • FIELD MODIFICATIC • QUESTIONS ABOUT THESE DRAWINGS CALL YOUR TJ REPRESENTATIVE TOM ROBBINJS Phone 2 OR OUR ENGINEERING DEPARTMENT IF YOU HAVE PROBLEMS.] to chord members until iploted structure as de. trd bearing conditions, ldequate to support the itself plus the weight of in, or an unloaded truss msibility of the erector tg row g — see other sheets y braced end wall >r systems is to be !ct attachment of bottom chord er may be required sntilever ch chord member. nt needs. CROSS BRACING Cross bracing is required for open web TRUS JOISTS which have bottom chord bearing at one or both ends. SWAY BRACING Continuous Cross Bracing with nails furnished by Mfr. Maximum lateral load 500 Ib, per Trus Joist Sway bracing or a braced end wall or diaphragm Is required to provide a support for the strut bracing rows distributing their loads to the basic lateral strength of the structure. Because of the many field conditions the selection of adequate means of support for the strut bracing rows is to be determined by the erector. If Trus Joist Corporation has been requested to design & provide a sway brace system, its details are included in these drawings. • 1 DIMENSIONAL CONTROL This symbol K� �}• represents.a critical dimension for your approval. It is a clear . span dimension which: the TRUS JOISTS will be designed to fit. The dimensional accuracy of the supporting structure and the. proper..:.placementAnd.location of the joists and accessory items is a • must. VV/AI`1IN IMPORTANT: READ GENERAL NOT Failure to follow these instructions and drawings may Do not permit cutting, drilling or damage of the chorc Do not remove steel pins or webs (even temporarily). Do not make field repairs to damaged trusses without Do not overload single or groups of trusses with plyv materials or tools. Problems may occur. in attempts to realign trusses. Align each truss and place it perma- nently in position as it is connected to the bracing system. Once there is a Toad, even from the weight of the truss itself, large lateral forces are developed by attempts to realign the trusses. This may break the bracing system. AL brac quir stag Con ing pert, E rec safe, the GE 1 site the bundles stickers to keep mud and dirt. It s Tong as an ade- provided to pre - ety precautions at the jobsite n the same pro• rural with other The bearing plate must nn the ledger, wall plate or beam as detailed. Maximum overhang of the bearing clip is 1/4 inch for the TJL & TJH Series TRUS JOISTS and 1/2 inch for the TJM, TJ /50 & TJ /60 Series TRUS JOISTS. Pho When properly aligned each top . chord should not vary more thew') /2 inch from a straight line.. The inch JOBSITE HANDLING OF TRUS JOISTS It is the building contractor's responsibility to unload the TRUS JOISTS from the truck and for all handling thereafter; the Trus Joist Guarantee only applies so long as the product is not damaged or altered in any way and is installed in a workmanlike manner and according to directions from the placing plans and bearing details. TRUS JOISTS will be delivered to the jobsite in bundles of twenty or Tess joists and come banded together for handling and shipment. To avoid damage they should be left in these bundles until they are ready to be installed in the structure. Miscellaneous hardware such as bearing angles. (some M and H conditions) lag screws, bolts, nails as required by each specific job are shipped with the joists and come in bags or boxes. Bridging ma- terials and precut blocking items, if furnished by the manufacturer, will come bundled and banded. A careless crane or fork lift operator can damage the wood chords or steel webs. Never handle TRUS JOISTS flat — keep in upright position. GENERAL NOT Please approve and return these drawings as soon as cated and delivered until approval is received. Manufacturer's engineering responsibility is only ft and not for any supporting structure, or for loads other All materials shall be furnished by others unless spec Accessory items such as pre - notched plates, biockin installed as erection proceeds. All holes in bridging clips, bearing clips and bracing bridging before any load is applied. TJM TJ /50 TJH 4 TJ /60 2" a" 2" 6" 2" 6" 2,h., 6" 2" 6" 2,h.. 6" 2,h„ 6" 4.. 8" ows must be offset rtitute for Sd nails of 1 inch into the • DAMAGED JOISTS • IMPROPER FIT • FIELD MODIFICATIONS • QUESTIONS ABOUT THESE DRAWINGS CALL YOUR TJ REPRESENTATIVE TOM ROBBINS Phone 232-,8815 OR OUR ENGINEERING DEPARTMENT HAL ZoP 5473/64-8-644-/ MANUFACTURED BY: APPROVED JUN 7 1978 For Production, JACK IN THE EOX OFFICE A IOW . 5EGALe BUs1NesS PARK TU K W I LA , WA. RECEIVED CITY OF TUKWILA JUN x41978 !WILDING OW Subject to terms and conditions on the Purchase Agreement, I ha% ings and warrant that they are correct or should be corrected as ledge that erection of said materials is the sole responsibility of pur Li Approved, no change Purchaser r Approved, as corrected By TRUS-JOIST ® CAR DRAWN BY DJ V DATE 5-20-/8 CHECKED BY DATE REVISED BY DATE ICHH MI FOCI ►hAKBLS: 0■C.. S G e4 LL Continuous Cron Bracing with nails furnished by Mfr. Maximum lateral load = 500 lb. per Trus Joist 1phragm is required to provide a support for the strut the basic lateral strength of the structure. Because of of adequate means of support for the strut bracing or If. Trus Joist Corporation has been requested to s details are included in these drawings. V IMPORTANT: READ GENERAL NOTES AND STUDY DRAWINGS Failure to follow these instructions and drawings may be dangerous to personal safety or property. Do not permit cutting, drilling or damage of the chords or webs. Do not remove steel pins or webs (even temporarily). Do not make field repairs to damaged trusses without written approval of manufacturer. Do not overload single or groups of trusses with plywood, roofing, or other construction materials or tools, Problems may occur' in attempts to realign trusses, Align each truss and place it perma- nently in position as it is connected to the bracing system. Once there is a load, even from the weight of the truss itself, large lateral forces are developed by attempts to realign the trusses. This may break the bracing system. All trusses are unstable laterally until properly braced. The longer the span the more care re- quired. Adequate restraint is necessary at all stages of construction, Completes bill is not achieved until the brac- ing and decking is completely installed and pro- perly fastened. Erection. bracing and procQdures, as well as the safety of the workers, are the responsibility of the erector. 1 MAXIMUM 1/T i MAXIMUM 1/2" JSIONAL CONTROL Bents a critical dimension for your approval. It is a clear will be designed to fit. The dimensional accuracy of the Imentiarnd. location: of the joists and°2iccessory -item' is A The bearing plate must he nn th' ledger, wall plate or beam as detenied. Maximum overhang of the bearing clip is 1/4 inch for the TJL & TJH Series TRUS 'JOISTS and 1/2 inch for the TJM, TJ /50 &TJ /60 Series TRUS JOISTS. When properly aligned each top chord should not vary more than 1 /2 inch from a straight line. The vertical alignment cannot be.ttore than 1/2 inch out of plumb. ■DLING OF TRUS JOISTS ility to unload the TRUS JOISTS from the truck and for irantee only.applies so long as the product is not damaged workmanlike manner and according to directions from the )bsite iin. bundles of twenty or less joists and come banded )id damage they should be left in these bundles until they angles (same M and H conditions) lag screws, bolts, nails Id with the joists and come in bags or boxes. Bridging ma- led by thernanufacturer, will come bundled and banded, damage Ole wood chords or steel webs. in upright, position. iLEMS. MANUFACTURED BY: APPROVE JUN 7 1978 For Production ED JOISTS ER Fit ". /10DIFICATIONS )NS ABOUT )RAWINGS SENTATI VE Phone 237' $815 EPARTMENT 448664.1 GENERAL NOTES Please approve and return these drawings as soon as possible, TRUS JOISTS will not be fabri- cated and delivered until approval is received. Manufacturer's engineering responsibility is only for the engineering of the TRUS JOISTS and not for any supporting structure, or for Toads other than indicated herein. All materials shall be furnished by others unless specifically noted "by manufacturer" herein. Accessory items such as pre - notched plates, blocking, bracing, bridging etc. must be properly installed as erection proceeds. All holes in bridging dips, bearing clips and bracing members must be filled with nails. Attach bridging before any load is applied. 0 JACK IN THE 130X OFFICE ANP WAREHOUSE. 1016! SEGALE BUSINESS PART; -PRIUE E3' TUKw11..A , WA. RECEIVED CITY OF TUKWILA JUN 14 198 BUILDING OW 2 I / Subject to terms and conditions on the Purchase Agreement, I have checked all the dimensions, quantities and load- ings and warrant that they are correct or should be corrected as noted, and specifically hereby agree and acknow- ledge that erection of said materials is the sole responsibility of purchaser, 11 Approved, no change Purchaser Approved, as corrected By Date Title DRAWN BY TRUS -JOIST O CORPORATION CHECKED REVISED DATE BY DATE BY DATE 5-za-18r11 M 6.="1 ORDER NO. Z -7'8- Z 2 =r7 ENOR, !t,?•1•1r 4; '. NAt S 1- fi TJL STRONGBACK ,BR1D01NG DETAIL "K -I" --- MATERIAL LIST & ENG OPEN WEB SERIES TRL — } - _ ' Length,. '49 4 L FARAL L t8 ; ' 24 .. L Lc 50 i x I:IL2" NAIL NAq i tuft W WIL Ly ;.5"4. BOTTOM CHORD BEARING QEYIL IIB" STRUT, BRACING BY TRUS JOIST INSTALL. AS INDICATED ON PLAN. NOTEt FOR FLOOR SYSTEMS AT- / • ... TACT . -TTRUT BRACE TO THE CHORD MEMBER THE TOP, IRA 4 CI( This is the app oxiniatelength of the truss as determined by OTHER MATERIALS' AND A Lin. Ft. //p o.c: 2 x I2„,2 Lin: Ft. /4 o,c, 2 • • [..h. Ling Ft." ' 14 • '0.c, -2;x:, 3/4 x 5 vv /Nut': 5/16 x 4-1/2w/Nut 5/6 x 2 Lag:Sctew: ° t:ocatic - MATERIAL LIST & ENGINEERING SPECS OPEN WEB SERIES TRUS - JOISTS Lineal r PsT " Feet _1 Z4 1 174 .5 0 /924 psf Length L. Load Qty. Type Series Profile Depth T. Load Spcg. A+ Li [FARAtzu.. Z.15 33 Z97 50 i*85 49 I_ PARALELLI 18 A- 1 16 A2. le Z5 i 414 1- 1 2.<6 33 Z,17 Str. Lev., /Oa 74, 93 TOTAL Z374 *INcWDES ZO • r STRUT'BRACING BYTRUS JOIST, '. INSTALL. AS INDICATED ON KAN,. , • • NOTEt FOR FLOOR SYSTEMS AT- : :UCH STRUT-BRACE TO THE BOTIOM•SIDE:OF THE TOP CHORD MEMBER. • 11.•••■■••■•• 1-1/2'.. 10 GA.NAILS FURNISHED BY MFR. .1 -SET4:. 12a TYPE • IST.S_WZI./..1RMLB F.ACH BT A CHORD !N • 44 Th s is the approximate length of the truss as determined by our pricing procedures and not the draWings.,:,:': • •.• 77— OTHER MATERIALS AND ACCESSORIES Pre-Notched Plate • 4,0 Lin, Ft /6 o.c, 2 x + 112_ Lin, Ft. /4 o.c. 2 x Wood Bridging Bto•eking.; Lin. Ft. 2 x Pcs. • I , •iiand 2 X: ze) Lim,. Ft, 14; 0,c. 2 x 3 pbt-, N. ; ' ; f:;- '1? • Pcs.. • . • VYyPPPee° ';)It.;- CI: F'cs. • Long • Miscellaneous Hardware , . • • 5/8 x 2 w/Nut Tj Big. es T Job Name 'JACK IN THE Eox OFFICE ------ -*. 24,0 • "[5.'ZiP-'716;',:,::•;i;-• 5/16 x 4-1/2 w/Nut TjM Brg, T's Jab Number Z-7 - Date' 5/8 x 2 Lag Screw 2,4 Pounds Nails Location Takvvit.A, WA, 77. 1,44! 104114NAlli $ r imusixhiT -10 GA. x wit NAIL4. I'M KA La L • • ' • 18 • •:-*• PAKALeLL • IOTA L " ': T41. BOTTOM CHORD BEARING DETAIL "B..." LAP APpIWx.WAU*.Y Ht• „. . • , ., • .,.. ,::, • .: , . , ritrtaR4o irilpijs ...iorr, ,• •• . . • INSTALL L, AS INDICATED OticeLAN.. .:0E .-00$1L-,:,:; ``i . t467-.004*.i.:04fR 'ii•Siii■I' i Al".. ' : \ . '',4•:" "' S SDP O) 4a :.. MEMpER.• i 1 ,...." \ ......, \ .... • /-?''' \l'%•40t --"c P.ACH (TT kA • / • .13/11' STRONGBADK BRIDGING DEfAILIIK-11 " 1 h s'iiihb approxiinaie iength 61.thitrUs s a s dela-tn • ' ' OTI-IEFOVIAtERIALi PripNotaheci Plato 49 Lin. Ft, x , ••-• • Miscollaneous`Hardware 5/8 x ? w/Nut , • Ti Brp. s 3/4 'x 5 w/NOt • •r• 131•4.. T s 5/16 x);42;:iiLa29 v;c/Nr:wt_ , • • ,` Tounds NalIs : , '• 1- • • :TRUS, 401ST • REVISED • . , sy DATE' �:_ I rig.: NAM.r',, !' w ` sBii 140. o wx' 51RU141ACINd B'r rRUS Jo15 INSTALL`ASINDICATEO ON PLAN NOTE: FOR itOOR SYS,I, pEE�MS AT7- CHop mg', ER, This is the approximate length of the truss as determ'ned by our pricing procedures and riot the drawings. Pro - Notched Plate 1 ZZ. Lin. Ft. /G o.c. 2 ZU . Lin, Ft. /Go a.G, 2 OTHER MATERIALS AND ACCESSORIES =3 N: Wood Bridging Lin. Ft. 2 x Lin. Ft. 2 x Lin. Ft. 2 "x etat: Bridging on Miscellaneous Hardware 5/8'x 2 w /Nut Tj Brg. L's. 3/4 x 5 w /Nut TjH Brg. T's Job Name. JAGJ IN THE 8DX 4FF(CE +aJRel A:44.5 5/16 x4-1 /2 w /Nut . TjM " „Brg T's Job Number Z.-78 7:240 0 �1]a— �D it3 5/8 x 2 Lag Screw 0.4, : Pounds” Nails `r Location TVA WILA , Wry ORDER NO. ` .REPORT NUMBER P (• } PREVIOUS RP'T. NO. 1032 PACIFIC TESTING' LABORATORIES ENGINEERING CONSULTATION CONSTRUCTION SUPERVISION MATERIAL TESTING PERMIT NUMBER / L/ PROJECT aa2] r MAILING zer/ ADDRESS L EXECUTIVE OFFICES 3220.17TH AVENUE WEST P.O. CALL BOX 19125 (206) 282.0666 SEATTLE. WASHINGTON 98119 RADIOGRAPHIC INSPECTION GEOLOGICAL SURVEYS SOIL TEST BORINGS SOIL MECHANICS ye COMPRESSI T ST ESULTS "15 5 REPORTED BY tR.LJ di I A•1I.krE lo-i_3-7( NUMBIERC,Flo "coy 72"1 /1�L F_ 2 ,F,f LOCATION / f/d 7gL , f6I4I /E j4' D/' 'ALE AteA; DR F ARCHITECT °7`U/'& i i 414- ENGINEER L J CONTRACTOR ` 047h"i3 fA `,_D)fSt MARK TRUCK N0. SIZE AREA (SQ. IN.) DATE CAST DATE BROKEN AGE AT TEST • ULTIMATE STRENGTH TICKET N0. LBS. P.S.I. / AX /2- 2.f:7- /o- /3 -7f/0--/t,--. 3 ,,. ,,s z , , ,T_ • -5" Z ? - 7 r > ? _ a 19 2, 9 ." r_) /6 _1()---7-7T--' / r TEMP. & WEATHER CEMENT ❑ Lbs. LdlSacks /Cu. Yd. (Not Certified By P.T. Lab) TYPE OF CEMENT • SAMPLING IN ACCORDANC.E WITH APPLICABLE CODE AND SPEC.?. SAMPLING REPRESENTATIVE OF POUR PLACEMENT? MIX PROPORTIONS VERIFIED BY HATCHING SUPERVISION? POUR LOCATION & NOTES' I/O f n TAE MIXING 91 �, PLANT•��i-° 4/ C'SE AGG FINE AGG. ❑ Lbs. I' In. Max. ❑ Lbs. r- ; SLUMPS_ )/l- �. WITNESSED PLACEMENT ACCEPTABLE IN ACCORDANCE /r WITH PROJECT REQUIREMENTS AND CONDITIONS? /'rte -2 ,c ,f6� � r I ,'9 DESIGN .O0 STRENGTH f'c ADMIX. 3 ••€7 el 4 ❑ Per Sack ❑ Per _,0e_, 5; _ 7� EST.` ins. MEAS. AIR • Y %; QUANTITY Cu. Yds. EMBEDDED ITEMS IN GENERAL COMPLIES WITH APPROVED PLAN? g.7 ALL DETECTED DISCREPANCIES CORRECT PRIOR TO PLACEMENT? Report Certified by Copies 3 to Foodmakers to: 1 to Tukwila Bldg. Dept mld 10/18/78 3 day break mld 10/23/78 7 daybreak PT Lab Form 935.1 Roy. 1 A Wnahinnton corporation furnishinn nnoineerinn services by and under the sarnervisinn of ienietnrori nrnfneeinnnt ennineore C79 REPORT NUMBER II 10 3 3v PREVIOUS RP'T. NO PACIFIC TESTING LABORATORIES ENGINEERING CONSULTATION CONSTRUCTION SUPERVISION MATERIAL TESTING Kun PERMIT NUMBER I PROJECT MAILING ADDRESS EXECUTIVE OFFICES 3220.17TH AVENUE WEST P.O. CALL BOX 19125 (206) 282.0666 SEATTLE, WASHINGTON 98119 COMPRESSION ESX RESULTS CERT T , (II AM DATE /6 -/ 3— 7r NUMB IFOTtio-L)4f REPORTED BY RADIOGRAPHIC INSPECTION GEOLOGICAL SURVEYS SOIL TEST BORINGS SOIL MECHANICS n �Q oP )17i3)(C 125 rF'F .Z t- J LOCATION /fl 0 LL=C -4 Ave _De 13 /Vco Li.G -ALE E tvKW/L , L_ ARCHITECT ENGINEER j CONTRACTOR MARK TRUCK N0. SIZE AREA (SQ. IN.) DATE CAST DATE BROKEN AGE AT TEST ULTIMATE STRENGTH TICKET N0. LBS. P.S.I. 1 4x)-2_ 1_- /0-11-77- 10_16._7--. jr) -Z-7? lO -.717; 3 7 /L/ 4.-: - .),'.) "% %► ,T r9c.) .,/,7,470 VP) - ' %7 `'` o 9• _?/ --.3 WEATHER, Sfblih�J± CEMENT PROPORTIONS ❑ Lbs. jacks /Cu. Yd. (Not Certified By P.T. Lab) j / /tea MIXING PLANT C'SE AGG ❑ Lbs. In. Max. T TYPE OF CEMENT__.,. ; SLUMP SAMPLING IN ACCORDANCE WITH APPLICABLE CODE AND SPEC.? SAMPLING REPRESENTATIVE c OF POUR PLACEMENT? r E -5 MIX PROPORTIONS VERIFIED BY BATCHING SUPERVISION? W4y FINE AGG ❑ Lbs ins, DESIGN 17 STRENGTH f'c ADMIX. �� 300'71 7 53 Per Sack .1.4 Per s /91779' EST. MEAS. AIR %; QUANTITY cX / Cti. Yds. EMBEDED ITEMS IN GENERAL / G COMP4 ES WITH APPROVED P LAN? /6 5 yes ALL DETECTED DISCREPANCIES CORRECT PRIOR TO PLACEMENT? WITNESSED PLACEMENT ACCEPTABLE IN ACCORDANCE YE s WITH PROJECT REQUIREMENTS AND CONDITIONS? j POU LOCATION & NOTES: E ZE %� L /9 /9 %_D yl 7? Ali f; ez-b-671-4 Report Certified by Copies to: 3 to Foodmakers 1 to Tukwial Bldg, Dept PT Lab Form 935.1 Rev. 1 r A Washington corporation furnishing engineering services by and under the supervision of registered professional engineers, C79 mld 10/18/78 3 day break mld 10/23/78 7 day break REPORT NUMBER 10" ._ 0 3 0 V PREVIOUS RP'T. NO PACIFIC TESTING LABORATORIES ENGINEERING CONSULTATION CONSTRUCTION SUPERVISION MATERIAL TESTING EXECUTIVE OFFICES 3220.17TH AVENUE WEST P.O. CALL BOX 19125 SEATTLE, WASHINGTON 98119 PERMIT NUMBER (206) 282 -0666 COMPRESSION TE,T RESULTS REPORTED BY /,1lJ/ iiil /S DATE/6—/1—"7V° PROJECT E�5 ADDRIESS . C-1< )4,/ 77/- o /8766 . 6 G-,q -L ;r Ake 12' L 2' k .)11 -)4, 1,04 - RADIOGRAPHIC INSPECTION GEOLOGICAL SURVEYS SOIL TEST BORINGS SOIL MECHANICS CERTIFIC NUMBER /d-- LOCATION /,P /Z?,6 "1/(DX ARCHITECT ENGINEER J CONTRACTO MARK TRUCK N0. SIZE AREA (SQ. IN.) DATE CAST DATE BROKEN AGE AT TEST ULTIMATE STRENGTH TICKET N0. LBS. P.S.I. / fix) 2��7 AL/7 -71' /D/ -7r d -/ 9- 71. id-/9-71. (o -2_4 - ?L__Z_V r 7 .)--.Q 0 .•;) . f .--t' ',. i 8/1 5-;::).:-.) � . 3 TEMP. & WEATHER CEMENk PROPORTIONS ❑ Lbs. ,Sacks /Cu. Yd. (Not Certified By P.T. Lab) N/ TYPE OF CEMENT MIXING " PLANT L !�%9y C'SE AG FINE AGG. ❑ Lbs. In. Max. ❑ Lbs. ,; SLUMP ins. L DESIGN STRENGTH f'c ADMIX. r / / V Por Sack ❑ Per EST. MEAS. AIR %; QUANTITY a�{ S • Cu. Yds. EMBEDDED ITEMS IN GENERAL APPLICABLE CODE AND SPEC.? r,r COMPLIES WITH APPROVED PLAN? ��i5 SAMPLING IN ACCORDANCE WITH SAMPLING REPRESENTATIVE ' if ALL DETECTED DISCREPANCIES I OF POUR PLACEMENT? . CORRECT PRIOR TO PLACEMENT? �� S MIX PROPORTIONS VERIFIED WITNESSED PLACEMENT ACCEPTABLE IN ACCORDANCE e t BY BATCHING SUPERVISION? TH R CT R T POUR LOCATION & NOTES: WITH PROJECT REQUIREMENTS AND CONDITIONS? � Oki DF .4,52 RF_ Report Certified by Copies to: 3 to Foodmakers 1 to Tukwila Bldg. Dept c:1 mld 3 day break 10/18/78 mld 1(1/23/78 7 day break PT Lab Form 935.1 Rev. 1 G Wnehinntn n rnrnnrnlinn full niehinn nnninevrinn enn.irne la/ nnri nnrinr 11,n c.mnr,, cinn nl rn,,k ,;.nrl nrnfnerInn.11 nnninnn.e r 7q REPORT NUMBER P O O 2 55 V ry PREVIOUS RP'T, NO PACIFIC TESTING LABORATORIES ENGINEERING CONSULTATION CONSTRUCTION SUPERVISION MATERIAL TESTING EXECUTIVE OFFICES 3220.17TH AVENUE WEST P.O. CALL BOX 19125 (206) 282.0666 SEATTLE, WASHINGTON 98119 PERMIT NUMBER COMPRESSION TESTRESULTS DATE / —/2 "7�f NUMBIEIR,kf 1O-D'4j/ LOCATION /f/ 40 414 ARCHITECT REPORTED BY, PROJECT 0('1)rY/R/F_ %� E?,F_4 MAILING ADDRESS RADIOGRAPHIC INSPECTION GEOLOGICAL SURVEYS SOIL TEST BORINGS SOIL MECHANICS ecm- ENGINEER /� j CONTRACTOR j / / M i / ( r i b MARK TRUCK N0. • SIZE AREA (SQ. IN.) DATE CAST DATE BROKEN AGE AT TEST ULTIMATE STRENGTH TICKET NO. LBS. P.S.I. / 2t27 / -iZ -7Y 33,00 ca =-'v1) & /046,--_ 0-.. 13' /y TEMP. &. l WEATHER.. L,F _ CEMENT PROPORTIONS ❑ Lbs. 01Sacks/Cu. Yd. (Not Certified By P.T. Lab) MIXING DESIGN PLANT 6. ")1E igt STRENGTH f'c 0a (. C'SE AGG FINE AGG. ADMIX. Op ❑ Lbs. In. Max. ❑ Lbs. i'_L. -- ® Per Sack Li 6p_,,/ TYPE OF CEMENT ; SLUMP SAMPLING IN ACCORDANCE WITH APPLICABLE CODE AND SPEC.? SAMPLING REPRESENTATIVE OF POUR PLACEMENT? MIX PROPORTIONS VERIFIED BY BATCHING SUPERVISION? ❑ EST. ins. ❑ MEAS. AIR !a %; QUANTITY t Cu. Yds. EMBEDDED ITEMS IN GENERAL j� COMPLIES WITH APPROVED PLAN? J ALL DETECTED DISCREPANCIES 1/4- s CORRECT PRIOR TO PLACEMENT? WITNESSED PLACEMENT ACCEPTABLE IN ACCORDANCE' WITH PROJECT REQUIREMENTS AND CONDITIONS? POUR LOCATION & NOTES: �� 44- Report Certified by Copies 3 to Foodmakers to: 1 to Tukwila Bldg. Dept PT Lab Form 935.1 Rev. 1 3 day break mld 10/18/78 7 day break mld 10/20/78 A Washington corporation furnishing engineering services by and under the supervision of registered professional engineers. C79 REPORT NUMBER P 0 9 2 8✓• PREVIOUS RP'T. NO PACIFIC TESTING LABORATORIES ENGINEERING CONSULTATION CONSTRUCTION SUPERVISION MATERIAL TESTING . EXECUTIVE OFFICES 3220-17TH AVENUE WEST P.O. CALL BOX 19125 (206) 282.0666 SEATTLE, WASHINGTON 98119 RADIOGRAPHIC INSPECTION GEOLOGICAL SURVEYS SOIL TEST BORINGS • SOIL McCHANICS -777/ 44 COMPRESSIO 7)ESIT(IiiESULTS CERTIFICAT PERMIT NUMBER /171,7 5 REPORTED BY , 1 1(I4 $ATE 1 Q — � /O /Q- 7 NUMBER T --•00 i1 7 PROJECT b -.)14 4 A k 4 Fier s 7_ C % LOCATION fP o D „ , 14< Ear-/ 14 AkK ---77)/v/4/4. L ARCHITECT ENGINEER •j CONTRACTOR o MARK TRUCK NO. SIZE AREA (SQ. IN.) DATE CAST DATE BROKEN AGE AT TEST ULTIMATE STRENGTH TICKET NO. LBS. P.S.I. 0.313 1C J•Z � a7 jD - /a- 7f /D-/i 7f--. 7! 446-e.,0 -..'. /o w , , � . -3 z /d--261-7( /7 TEMP. & WEATHER MIXING t .SL_ PLANT s�j �4(.2)4 STRENGTH f'c ADMIX. or Sack ❑ P L�.Q DESIGN CEMENT C'SE AGG PROPORTIONS ❑ Lbs. Sacks /Cu. Yd. ❑ Lbs. (Not Certified By P.T. Lab) FINE AGG. ❑ Lbs In. Max. ❑ EST. TYPE OF CEMENT ; SLUMP C ins. ❑ MEAS. AIR 4749 %; QUANTITY • Cu. Yds. SAMPLING IN ACCORDANCE WITH % r...., EMBEDDED ITEMS IN GENERAL Y APPLICABLE CODE AND SPEC.? tem COMPLIES WITH APPROVED PLAN? - SAMPLING REPRESENTATIVE / ALL DETECTED DISCREPANCIES OF POUR PLACEMENT? Y j� CORRECT PRIOR TO PLACEMENT? Y MIX PROPORTIONS VERIFIED WITNESSED PLACEMENT ACCEPTABLE IN ACCORDANCE BY BATCHING SUPERVISION? 4, WITH PROJECT REQUIREMENTS AND CONDITIONS? / POUR LOCATION & NOTES: y -.0, Y 0F' !'" ReL�� .�4 �L•�i3 /J, 4X7 -"' ")- i1% /iIK. ....T4/0E3_5 re_f_F,I. ELY, a"; Report Certified by Copies 3 to Foodmaker Freezer to: 1 to Tukwila Bldg. Dept PT Lab Form 935.1 Rev. 1 3 day break mld 10/17/78 7 day break mld 10/19/78 A Washington corporation furnishing engineering services by and under the supervision of registered professional enninears. C79 REPORT NUMBER 10 3 3v PREVIOUS RP'T. NO. PACIFIC TESTING LABORATORIES ENGINEERING CONSULTATION CONSTRUCTION SUPERVISION MATERIAL TESTING PERMIT NUMBER /17L7 EXECUTIVE OFFICES 3220-17TH AVENUE WEST P.O. CALL BOX 19125 (206), 282-0666 SEATTLE, WASHINGTON 98119 COMPRESSION REPORTED BY PROJECT tee) OD )11 AX /ZS r. E E ZE, MAILING ADDRESS /PCO L6 V -/}. 1 Aga b e 73 , / V KW/L!� RADIOGRAPHIC INSPECTION GEOLOGICAL SURVEYS SOIL TEST BORINGS SOIL MECHANICS RESULTS 71 CERTIFI� T A„ DATE /C6 -/:3- 7d NUMBER JQ -oaf LOCATION/fa p,w4'..De l3 ARCHITECT ENGINEER L j CONTRACTOR MARK T TRUCK N0. S SIZE A AREA (SQ. IN.) D DATE CAST. D DATE BROKEN A AGE AT U ULTIMATE STRENGTH TICKET NO. T LBS. P P.S.I. i 4 4 X). 2 2 r,1.? / /49-11.7r / /0 - 16=--A,-° 3 3 - -,; I )() . .409,9 O V') 2 / / / 3 TEMP. & / „R WEATH6 � $� (� !, CEMENT PROPORTIONS ❑ Lbs. jacks /Cu. Yd. (Not Certified By P.T. Lab) j /�_ TYPE OF CEMENT ,i+ SAMPLING IN ACCORDANCE WITH APPLICABLE CODE AND SPEC.? SAMPLING REPRESENTATIVE OF POUR PLACEMENT? MJX PROPORTIONS VERIFIED BY,BATCHING SUPERVISION? POU LOCATION & NOTES: MIXING "D°7? r GJ/4 y PLANT, C'SE AGG FINE AGG ❑ Lbs. 5n. Max. ❑ Lbs DESIGN /) 1) STRENGTH f't ADMIX. e 30,-71 -A53 Per Sack '- LA Par p,e779 is EST. ; SLUMP ins. S MEAS. AIR EMBEDDED ITEMS IN GENERAL COMPLIES WITH APPROVED PLAN? ALL DETECTED DISCREPANCIES CORRECT PRIOR TO PLACEMENT? %; QUANTITY _ 2 / Cu Yds. WITNESSED PLACEMENT ACCEPTABLE IN ACCORDANCE YE J C WITH PROJECT REQUIREMENTS AND CONDITIONS? f 7::` Wee-2.64 ,L/9J3 ! 7ij ;rr% /'k 4v e-4-1) etho" Report Certified by Copies to: 3 to Foodmakers 1.to Tukwial Bldg, Dept mld 10/18/78 7 day break PT Lab Form 935.1 Rev. 1 A Washington corporation furnishing engineering services by and under the supervision of registered professional engineers, C79 REPORT NUMBER P 1030.V PREVIOUS RP'T. NO. PACIFIC TESTING LABORATORIES ENGINEERING CONSULTATION CONSTRUCTION SUPERVISION MATERIAL TESTING EXECUTIVE OFFICES 3220.17TH AVENUE WEST P.O. CALL BOX 19125 (206) 282.0666 SEATTLE, WASHINGTON 98119 RADIOGRAPHIC INSPECTION GEOLOGICAL SURVEYS SOIL TEST BORINGS SOIL MECHANICS COMPRESSION TE T RESULTS PERMIT NUMBER REPORTED BY DATE �L /1-- CERTIFIC / NUMBER /o--DO P R O J E C T - QOD7J k ?S y�iQE OZ EIe LOCATION f F /Dd �g�s4'14 0 �l �� I• ADDRIESS "'^V / - K % t/ %7E (7 %j ARCHITECT / 826 14 . 73 ENGINEER J CONTRACTO MARK TRUCK N0. SIZE AREA (SQ. IN.) DATE CAST DATE BROKEN AGE AT TEST ULTIMATE STRENGTH TICKET NO. LBS. P.S.I. / 4X)2 2d.. 7 1P-- /7- 7 /� /-s`7k� /6- /q -7( (o -26-,i 5 7 /y ..e, (`� ...•,h) v TEMP. & WEATHER 06 ez6n CEMENk PROPORTIONS El Lbs. ilacks /Cu. Yd. (Not Certified By P.T. Lab) MIXING PLANT C'SE AG ❑ Lbs. In. Max. FINE AGG. ❑ Lbs. DESIGN STRENGTH f'cQO� ADMIX. d: EV Per Sack ❑ Par ..r—� EST. TYPE OF CEMENT ; SLUMP ins. MEAS. AIR. SAMPLING IN ACCORDANCE WITH jL" APPLICABLE CODE AND SPEC.? EMBEDDED ITEMS IN GENERAL COMPLIES WITH APPROVED PLAN? %; QUANTITY 46Z S Cu. Yds. SAMPLING REPRESENTATIVE ' ALL DETECTED DISCREPANCIES OF POUR PLACEMENT? )5 CORRECT PRIOR TO PLACEMENT? AS -5 MIX PROPORTIONS VERIFIED WITNESSED PLACEMENT ACCEPTABLE IN ACCORDANCE / BY BATCHING SUPERVISION? -0 WITH PROJECT REQUIREMENTS AND CONDITIONS? S POUR LOCATION & NOTES: �L 7'I r. --6IA�Cr/Okt OF P e e 4 3 4'Z Report Certified by ' Copies to: 3 to Foodmakers 1 to Tukwila Bldg. Dept mld 7 day break 10/18/78 PT Lab Form 935.1 Rev, 1 A Washington corporation furnishing engineering services by and under the supervision of registered professional engineers.. C79 (C REPORT NUMBER P 0 9 2 SV PREVIOUS RP'T. NO. PACIFIC TESTING LABORATORIES ENGINEERING CONSULTATION CONSTRUCTION SUPERVISION MATERIAL TESTING PERMIT NUMBER EXECUTIVE OFFICES 3220.17TH AVENUE WEST P.O. CALL BOX 19125 (206) 282-0666 SEATTLE. WASHINGTON 98119 RADIOGRAPHIC INSPECTION GEOLOGICAL SURVEYS SOIL TEST BORINGS SOIL MECHANICS COMPRESSION TES RESULTS REPORTED .B��/S ///1.4 4f$ DATE/040-7r CNUMBER ERTIFICATE q LOCATION /e/60 3-a‘1,41:: 3-a‘1,41:: / ' 92c•fi' PROJECT 1 /l�i�c ri2Fxtg ADDRESS J a i 6/ J I 6/ E j4 F21< .DK /ig i 1 ARCHITECT D . I//_s ENGINEER L J CONTR ACT QI3 /7 171� k . -7-F"' MARK TRUCK N0. SIZE AREA (SQ. IN.) DATE CAST DATE BROKEN AGE AT TEST ULTIMATE STRENGTH TICKET NO. LBS. P.S.I. 1 )6 17.— 0;11 .14 f' . 2 f /a-43- 7 f /0- /7-7 f x-34 *7. 3 s /y `5- '(')UO c.'-.3f , -06 , . O 9 0 ..Z9. --;g1' 3 TEMP. & cv.s. e WEATHE R 1 }/ CEMENT PROPORTIONS ❑ Lbs. Sacks /Cu. Vd. (Not Certified By P.T. Lab) TYPE OF CEMENT MIXING CC!! (,�L/..14y PLANT F NE C'SE AG ❑ Lbs. In. Max. DESIGN STRENGTH f'c 4:96$ 0 ADMIX. 5 E'O cgt Per Sack ❑ Poi In /0 /1--b'/9- ❑ EST. ; SLUMP ins. ❑ MEAS. AIR %; QUANTITY Cu. Yds. SAMPLING IN ACCORDANCE WITH EMBEDDED ITEMS IN GENERAL )(.0,5 APPLICABLE CODE AND SPEC.? E COMPLIES WITH APPROVED PLAN? SAMPLING REPRESENTATIVE yg 3 ALL DETECTED DISCREPANCIES )/e5 OF POUR PLACEMENT? CORRECT PRIOR TO PLACEMENT? MIX PROPORTIONS VERIFIED BY BATCHING SUPERVISION ?0 WITNESSED PLACEMENT ACCEPTABLE IN ACCORDANCE y� WITH PROJECT REQUIREMENTS AND CONDITIONS? POUR OCATION & NOTES: c_.." e) 3 9./ X X IC 612113 g/1 T8ZifDIe/N To STA- «/L, Sc Are ■r_b Report Certified by Copies to: 3 to Foodmakers 1 to Tukwila Bldg. Dept. mld 7 day break 10/18/78 PT Lab Form 935.1 Rev. 1 A Wnshinnton cnrnoration furnl hino anninearinn sorvict's by nnrl unrinr thn cunnruicinn of rnnictnrnrl nrnfnccInn,I nnntnnnr. r 7 REPORT NUMBER P 1032" PREVIOUS RP'T. NO. PACIFIC TESTING LABORATORIES ENGINEERING CONSULTATION CONSTRUCTION SUPERVISION MATERIAL TESTING rr PERMIT NUMBER / t / PROJECT r EXECUTIVE OFFICES 3220-17TH AVENUE WEST P.O. CALL BOX 19125 (206) 282.0666 SEATTLE, WASHINGTON 98119 RADIOGRAPHIC INSPECTION GEOLOGICAL SURVEYS SOIL TEST BORINGS SOIL MECHANICS COMPRESSI T��SQ�TESULTS {'JCII-*kE UINUMBS ICA Fld 4119 REPORTED BY r `D��3-,Ff NUMBER 9%7 / J1 EJ ".-IQ .Z if LOCATION /f /d u & 3.4-.6111E Dft MAILING /f/ /��� A�� ARCHITECT ADDRESS CS Cp `^ v/LJi 1 » ENGINEER L_ J CONTRACTOR ,�/Q/il4 A9 �D11%St MARK TRUCK N0. SIZE AREA (SQ. IN.) DATE CAST DATE BROKEN AGE AT TEST ULTIMATE STRENGTH TICKET N0. LBS. P.S.I. / ,2 7 > isb7S .:.27- 7 / y 3 TEMP. &� e/l 4� WEATHER . CEMENT PROPORTIONS ❑ Lbs. 0/necks/Cu. Yd. (Not Certified By P.T. Lab) // 4 TYPE OF CEMENT MIXING PLANT? 2i f C'SE AGG ❑ Lbs. FINE AGG. In. Max. ❑ Lbs r ; SLUMP — DESIGN cd 0 _A STRENGTH f'c ADMIX: S -Se ❑ Per Sack ❑ Per _-I „ B.45- EST. ins. MEAS. AIR %; QUANTITY 011 SAMPLING IN ACCORDANCE WITH EMBEDDED ITEMS IN GENERAL APPLICABLE CODE AND SPEC,? COMPLIES WITH APPROVED PLAN? yx?..5 SAMPLING REPRESENTATIVE ALL DETECTED DISCREPANCIES OF POUR PLACEMENT? if MIX PROPORTIONS VERIFIED ______IY v BY (ATONING SUPERVISION? V POUR LOCATION & NOTES:. �D CORRECT PRIOR TO PLACEMENT? y� s Cu Yds. WITNESSED PLACEMENT ACCEPTABLE IN ACCORDANCE Mr.....40 WITH PROJECT REQUIREMENTS AND CONDITIONS? r� cW56 Ze t 5'2 n A Report Certified by. Copies 3 to Foodmakers to: 1 to Tukwila Bldg. Dept PT Lab Form 935.1 Rev, 1 mld 10/18/78 7 day break A Washington corporation furnishing engineering services by and under the supervision of reeistered nrnloadnnal nnninenrs. C79 • REPORT NUMBER P 0 9 2 5 V PREVIOUS RP'T. NO PACIFIC TESTING LAIIORATOIRIES ENGINEERING CONSULTATION CONSTRUCTION SUPERVISION MATERIAL TESTING • EXECUTIVE OFFICES 3220-17TH AVENUE WEST P.O. CALL BOX 19125 (206) 282.0666 SEATTLE, WASHINGTON 98119 PERMIT NUMBER PROJECT �Q(7 D) 1 P /S F_ 1 MAILING ADDRESS COMPRESSION TEST REPORTED BY, ESULTS RADIOGRAPHIC INSPECTION GEOLOGICAL SURVEYS SOIL TEST BORINGS SOIL MECHANICS DATE /, --./2 -7 e NUMBIE IR -y/ 0-00/ iQ E E 71 1/ LOCATION /iP% Dd ,.-CG/eke 4 /fJGo r‘42� tv/90X "-g" ARCHITECT ENGINEER J CONTRACTOR _<0' <0-1/4-R,4 (0 21 .ST MARK TRUCK N0. SIZE AREA (SQ. IN.) DATE CAST DATE BROKEN AGE AT +TEST J ULTIMATE STRENGTH TICKET NO. LBS. J, (7 (.7 ( ) P.S .I. -- 5f/0 tO / �- . 2 ! 2 . 7 l , - (2-1Y y ' - - / 6 - / m — “0-1q4v - . 7 TEMP. & WEATHER / ) L eA I CEMENT PROPORTIONS ❑ Lbs. Sacks /Cu. Yd. (Not Certified By P.T. Lob) TYPE OF CEMENT MIXING PLANT j'I ehm C'SE AGG FINE AGG. ❑ Lbs. In. Max. ❑ Lbs. ; SLUMP DESIGN STRENGTH f'c 'OC v ADMIX. 0lL� /9^4/3— Par Sack [] gerQ� 36 ❑ EST. ins. ❑ MEAS. AIR 6___.%; QUANTITY Cu Yds, SAMPLING IN ACCORDANCE WITH L EMBEDDED ITEMS IN GENERAL 1E- APPLICABLE CODE AND SPEC.? ��S COMPLIES WITH APPROVED PLAN? ALL DETECTED DISCREPANCIES . OF POUR PLACEMENT?ATIVE Y� C CORRECT PRIOR TO PLACEMENT? kE _S MIX PROPORTIONS VERIFIED hJ WITNESSED PLACEMENT ACCEPTABLE IN ACCORDANCE' BY BATCHING SUPERVISION? .44 WITH PROJECT REQUIREMENTS AND CONDITIONS? ,):11-.-... !j POUR LOCATION & NOTES: 11,:'77 ! 6' I t C T / P1 e P l' rC E E z ' - g Report Certified by Copies 3 to Foodmakers to: 1 to Tukwila. Bldg. Dept PT Lab Form 935.1 Rev. 1 7 day break mld 10/18/78 A Washington corporation furnishing engineering services by and under the supervision of registered professional engineers. C79 REPORT NUMBER P 0 9 2 8ii/ yw PREVIOUS RP T. NO PACIFIC TESTING LABORATORIES • ENGINEERING CONSULTATION CONSTRUCTION SUPERVISION. MATERIAL TESTING EXECUTIVE OFFICES 3220.17TH AVENUE WEST P.O. CALL BOX 19125 (206) 282.0666 SEATTLE, WASHINGTON 98119 —fl'gL 44 / COMPRESSIO EST ESULTS -- //jj CERTIFICAT PERMIT NUMBER /''71,7-5 REPORTED BY , 1 t 1(1�4AteATE f Q — /U- NUMBER/T/0.-00 PROJECT f b 91 ) ) z4 R KL F c rr r 1` RADIOGRAPHIC INSPECTION GEOLOGICAL SURVEYS SOIL TEST BORINGS SOIL MECHANICS LOCATION /(D 4o L ADDRIESS/ f/ f / 3 64Z/5 �,//h D - . ARCHITECT L ENGINEER j CONTRACTOR MARK TRUCK N0. SIZE AREA (SQ. IN.1 DATE CAST DATE BROKEN /0.4.- 7 /p -// VI AGE AT TEST i--.� 7 ULTIMATE STRENGTH TICKET NO. LBS. 44 57c30 P.S.I. --� °�i a / 6.5 (� N J 2— ,g-( J7 %D - /a- ? �' TEMP. & WEATHER MIXING fie" PLANT FINE AGG. ADMIX. In. Max. ❑ Lbs 4 0,6, Sack ❑ P OQ 1V A.) t9' ,E /9" CEMENT C'SE AGG PROPORTIONS ❑ Lbs. Sacks /Cu. Yd. ❑ Lbs. (Not Certified By P.T. Lab) TYPE OF CEMENT SAMPLING IN ACCORDANCE WITH APPLICABLE CODE AND SPEC.? y ��y�.' SAMPLING REPRESENTATIVE OF POUR PLACEMENT? MIX PROPORTIONS VERIFIED BY BATCHING SUPERVISION? WITNESSED PLACEMENT ACCEPTABLE IN ACCORDANCE C y DESIGN STRENGTH f'c 1l ❑ EST. ; SLUMP C ins. ❑ MEAS. AIR '74:2 %; QUANTITY EMBEDDED ITEMS IN GENERAL COMPLIES WITH APPROVED PLAN? ALL DETECTED DISCREPANCIES CORRECT PRIOR TO PLACEMENT? Cu Yds. WITH PROJECT REQUIREMENTS AND CONDITIONS? POUR LOCATION & NOTES: �Q, of t-/C e 44. Report Certified by Copies to: r 3 to Foodmaker Freezer 1 to Tukwila Bldg. Dept 7 day break mld 10/17/78 PT Lab Form 935.1 Rev. 1 A Wnahinnton commotion lurnishinn nnnineerinn snrvicnc hti nnrf nnrinr tl,n ciinnrvielnn of rnnictnrnr4 nrnfncelnnnl nnninnnre C7Q 5 REPORT NUMBER IJ PREVIOUS RP'T. NO • 4 PACIFIC TESTING LABORATORIES ENGINEERING CONSULTATION CONSTRUCTION SUPERVISION MATERIAL TESTING. . EXECUTIVE OFFICES 322017TH AVENUE WEST P.O. CALL BOX 19125 (206) 282.0666 SEATTLE, WASHINGTON 98119 068i- RADIOGRAPHIC INSPECTION GEOLOGICAL SURVEYS SOIL TEST BORINGS 771 Kb/ SOIL MECHANICS �> PERMIT NUMBER / S REPORTED BY 6 I I //-3 n, j DATE//).. /Y•. 'JfNUMBER CERTIFICATE PROJECTr ( -0 C9 7)1.1 4 R F_ 4 1- ►C .7) J LOCATION ,i7--/‘ � �i,12� 4,('r6 MAILING ADDRESS C) J� D11 f/ / ,9.1 .R L (W It 1 L -; { )/ ARCHITECT 3) (V , W—E/QlJ /S ENGINEER j CONTRACTOR j P9 /91/r7-7 •�- �7 %�/f /�i(� /_Sr /(:/? f Report .Certified by Copies to: 3 to Foodmaker Freezer 1 to Tukwila Bldg Dept PT Lab Form 1.30 Rev Feb 77 ml d 10/17/78 jack in the box site plan vicinity map foodmaker inc approved floor plan door schedule finishes schedule stair details cross section floor plan stair section conference room restroom elevations reflected ceiling plan door frame concrete ramp details dockboard details sill jamb glazing detail partial floor plan ramp section pipe buffer column sect sections shell roof framing floor framing plan foundation plan sections details framing