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19602 60TH AVE NE_004115_2026
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OWNER MAIL ADDRESS CITY ZI/ PHONE &S %N [�L ;T ES../rJC, ZI SI M0/ApccZ0 &AD KL-7rr n4 -IgZgc - ���0 (.�30)6-76--ZSII ARCHItECTOR DESIGNER MAIL ADDRESS ` CITY LI/ PHONE ' AvtlgL Lt ly_ ZZt S /Joy+ 3c ��. .*3cx) TqC J Nil C-JA 9 03 (YG-3) 3&3- zqz GENERAL CONTRACTOR MAIL ADDRESS CITY LIP PHONE LICENSE c ?E A 5 OL,.�N E72 ;iUCIIANICAL CONTRACTOR MAIL ADDRESS CITY ZI/ PHONE LICENSE/ aT M I-30 0 PLUMBING CONTRACTOR MAIL ADDRESS CITY ZIP ►F10NE LICENSE/ 3 CLASS OF WORK cOWNIW ❑AUDITION ❑ALTERATION ❑REPAIR ❑DEMOLINON ❑BUILDING RELOCATION Q VALUAI ION fOf WOR/K, Z W DIESe4klBE WORK 3 m PROPOSE U USE OF BUILDING y I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- W TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- Z ILL AL UESC RIP I ION 1 PRO PERiV(SHOWN BELOW OR AT I AC►1►OUR CUPIES) SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK J L01 BLUCK • or �� WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT.THE a GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO r — C70U - OI 3 —Cvoo VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR J TAX10 NUMBER FROM PROPERTY TAX STATEMENT LOCAL LAW REGULATING CONSTRUCTION OF THE PERFORMANCE OF (16 CONSTRUCTION.PERMIT EXPIRES I YEAR FROM DATE OF ISSUANCE. 2 LO L2 >OIZ n1 S I !•YL E. e- SIGNATURE OF CONTRAC70 O�ATHORIZED AGENT DATE U108 AUURLSS +? �, 7� L� x T �! LO (OPPIcH usn ONLY) PLUMI)INO MUCIIANICAL NO. TYPE OF FIXTURE FEE :'s FIXTURES NO. TYPE OF EGUIPMENT PEE i'e FIXTURES WATER CLOSET (TOILET) COND.UNITS-II.P. ETA, t ui .pit" 3A7IITU6 18PRIGFRATION UNITS-H.P.F.A. SqWp.lit•• VATORY ASH BASIN 101LRRS-II.P.BA. lqtd _Bt•. HOWER AS FIRED A.C.UNITS-TONNAGE FA d .11t•• UTCIIEN SINK A DISPOSAL FORCED AIR SYSTEMS-B.T.U. MCA )ISIIWASIIBR WALL IIRNIIIIRS-B.T.U. M .AUNDRY TRAY 1NIT IIFLATERS-D.T.U. M MOTHES WASIIBR IVAPORATIVECOOLERS WATER IIEATER :LOTEIES DRYERS RINAL ✓814TILATION PAN RINKINO FOUNTAIN IANGE HOOD COMMERCIAL LOOR DRAIN 1R.HANDLING UNIT- CPM ✓ACUUM BREAKERS I TOVR tOOF DRAINS-RAINLEADBRS dBTAL PIREPLACE A CIIIMN13Y 'INK(SERVICE-BAR.9M.) WATER HEATER AS PIPING *(up to 5-17.00.eddnl. E.75 ul meet tlrt mut be provided SUB TOTAL t SUB TOTAL PERMIT i PNRMIT TOTAL PER n TOTAL FEE SIUL YARD SL I BACK ST RILL I SL IBACK REAR YARD SETS PLAN CIIECK NUMBER PLAN CHECK FEE - !�-60 U� e ``7,1 RECEIPT NO. ( �I USI /ON( LOI ARF,A VACANT SIIE LJ Y 1 ❑YES []NOFEES VALUATION FEE IYPL O► CONS OCCUPANCY GROUP NO.OF DWELLING UNITS PLAN CHECKING VG SILL OI OLD(, NO.Of STOR11,5 MAX.000.LOAD BUILDING f PLUMBING IIDcn 11 MTC Materials Testing & Consulting, Inc. Report #F + ( �y FIELD REPORT Materials Testing&Consulting, Inc. FILE NO: 777 Chrysler Drive, Suite A DATE: /- T-7 / Burlington,WA 98233 Phone: (360)755-1990 PROJECT: C'� l ,�►r(e c FAX: (360)755-1980 ADDRESS: 1 (,o Z 77.1 v CITY: ik ENGINEER: CLIENT: ARCHITECT: ATTN: CONTRACTOR.- ADDRESS: OWNER: PERMIT NO: LSD 2-2`l Time: ► Temp: �;�_ �� �Win-•«�--�s , �� ��:��r��.� c r�-,,.,e -��r �,�,.x,_ -�„-1,}- "el'YV� �✓�� ��+s�Gl IL�`�S�'. C°c�-.1V,C,0 �S C • 92. , c - a'i., _j ? _ --Z . cz1Aq���-`e { jr a {`l 1� 4 C_ t �����::..v �.� 4. I i INSPECTOR ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND MTC REPRODUCTION EXCEPT IN FULL,NVITHOUT TIIE WRITTEN CONSENT OF MTC,IS STRICTLY FORBIDDEN _ ,.' -= f ME ti % - ■ r ' r i ■ . 0 MEMO ■ i ■ fir _ _ _ _ _ L ■ EMILEA ■ ■ ME ■ � � i�_ ■ J • ME ■ ■ _ ■ ■ ■ NONE mmm&� ME NINE No 0 0 d ■ ■ - ■ - • EE ■ WEE ME ME ■ - ■ ■ ■ ■ ME ■ ■ ■ ■ ■ ■ ■ ■ � _ ■ ■ ■ ■ ■ ■ _ WON - - I ■ % • - . MT ^r Materials Tes . ng ;& (DO 'q) Consulting, Inc. REPORT OF INPLACE DENSITIE BY-NV AR ;METHOD C` � Report#D CLIENT: TE: _ ADDRESS: PR ECT. I„ PROJE PERMIT#: WORK/ LOCATION INPLACE DENSITY TEST RESULTS (ASTM D-2922 & D-3017) TEST MODE/ LOCATION ELEV. DRY MOIST. COMP. REQ'D DEPTH DENSITY % % % 'TEST METHOD.: ❑ ASTM D698/AASHTO T99 ) ASTM D1557 /AASHTO T180 '1 SAMPLE# : DESCRIPTION: , PROCTOR VALUE : ;} I.2 SAMPLE # : DESCRIPTION: PROCTOR VALUE : 1*3 SAMPLE # . DESCRIPTION: PROCTOR VALUE ,GAUGE STANDARD: MS- DS- I EQUIPMENT I.D. AND S/N (as applicable): NATIVE SOILS SOILS CONSISTENT WITH PROCTOR - Yes ❑ No IMPORTED FILLS ❑ SOILS FOUND TO BE FIRM AND STABLE AND TO THE BEST OF OUR KNOWLEDGE MEET COMPACTION - Yes ❑--No ❑ REMARKS: REPORTED BY Soils Tech CHECKED BY: Niall P. Hackett, Technical Director DISTRIBUTION: original cc cc: cc: cc: cc: All result apply old,m actud IocAto,.sid nutenaIs tested As u nmlual protection to cIicons.We public and oursch es.+II reports ae submitted as We confidential property of clients and authortuaion for public uon of sslatmttm�conclusions or est—Is front ur regarding our reports is reserved pauLng our x 41.app d. 777 Chrysler Drive, Suite A • Burlington, WA 98233 a (360) 755-1990 . Fax 755-1980 814 Lakeway Drive, #161 • Bellingham, WA 98226 • (360) 647-6061 1 F i NOW ■ `A MEME ■ ■ - 1MINE i ■ ■ - • • IN MOMENIM . . m IL. 1 Lr i ■ ■ ■ MEN ■ sm ■ ■ 1 MIN ■ ■ ■ ■ ■ ■ ME ME ■ M MTCI Materials Testing & Consulting, Inc. Report #F FIELD REPORT Materials Testing& Consulting, Inc. FILE NO: 777 Chrysler Drive, Suite A DATE: 1b, rt Burlington,WA 98233 Phone: (360)755-1990 PROJECT: 4 FAX: (360)755-1980 ADDRESS: CITY: ENGINEER: CLIENT: ARCHITECT: ATTN: CONTRACTOR: ( a� ADDRESS: OWNER: X� ( PERMIT NO: f,J Time: Temp: m , 7 i14 l /• � t `',--� "L'7.-�.� �:C'>3�c-�C._ ��_t-/2CA L��2.<_ �c"•� ..�?x��t...� GZ-t-•-� Lt c40x, mil_6sz AfAe .0 r7- 2.. X. Cov- a- �{ r✓li_.c%�-v'� .-rC! i��� �4 :t L C-}�*�- � ��••f ,C'il -_ GG az ® r _ L INSPECTOR i ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF TIIE CLIENT AND MTC REPRODUCTION EXCEPT IN FULL,WITIIOUT THE WRITTEN CONSENT OF N1TC,IS STRICTLY FORBIDDEN i � � � � i f� i i �� - - - - - - i i i M.T.C. ` Materials Testing & Consulting,3Inc. REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST CLIENT: PROJECT: Report#C 9 3 f4 � �' S ADDRESS: FILE NO: I!YAO.2 D 7YI A/J. . A)ak- DATE CAST: DATE RECEIVED: PERMIT#: FIELD DATA LOCATION OF PLACEMENT: � b/.fresv� s %=s>w boo, A %;16-"U*zAS A7- 'f js-A*3' r SAMPLED AT: CONTRACTOR � Z� � f7; SUPPLIER S`T�1P�Pp]Fyfl� QUANTITY PLACED,CU/YD n MIX#&PROPORTIONS DELIVERY TICKET NO. s- CEMENT, lbs. 2 2 � TRUCK NO. FLYASH, lbs. —� BATCH TIME. ���� WATER, gals. b SAMPLE TIME J/� � FINE AGGREGATE, IbsseAp D SLUMP, inches(ASTM C-143) •+� 4,ram COARSE AGGREGATE, lbs 1 0 AIR CONTENT, %(ASTM C-231) FCOARSE AGGREGATE, lbs. AIR TEMPERATURE, eF 0 3' COARSE AGGREGATE, lbs. CONCRETE TEMP, eF(ASTM C-1064) 0 Gf ADMIXTURE, oz./cwt Lu 9 I ADMIXTURE, oz./cwt j COMPRESSION TEST RESULTS ASTM C-39 i LOG TEST DATE OF TOTAL LOAD CYLINDER CYLINDER COMPRESSIVE TESTED OBSERVATIONS NO. AGE TEST (LBS) DIA. (IN.) AREA STRENGTH BY DAYS) (SQ.IN.) PSI Cylinders made by a MTC representative e ❑ Cylinders picked up by a MTC representative •j(i ❑ Test results comply with applicable specification m•C Q Reinforcing steel was visually inspected and found to comply with project plans and specs ❑ Reinforcing steel does not comply with project plans and spealcatlons �'r ,.,Galena of water were added prior to/O after sampling. REQ'D REMARKS: fyj"jam ,q/v S r T S a�s %ar�� e�0 �Z _5' Asrr All ,� n I��f4CE IYi e .✓7 *eC d0 evG/t..?'!. CF>n) Ao— T- L'J&S Id hiS'n�/L% T i7 ii,i f/�ec�ver la��i/iRn�T02 REPORTED BY: / i CHECKED BY: DISTRIBUTION: original: cc: cc: cc: cc: cc: All results apply only to actual locations and eaateriab tealtd./1 "Drive -to than e the P.M.,and oarxlvM all rcpen au;ac subwined rheegllideotial property ofclicnls,and authorization for publication of statements,conclusions or extracts from or regarding our reports Is reserved pcu ing ow rdna ppmv.l. 777 Ch sler Drive • Burlington,Wa.98233 • Phone(360)755-1990 • FAX(360)755-1980 +r Rev 9/99 i. - `� - x^ r � I I M.T.C. Materials Testing & Consulting, Inc. REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST �--, Report IC 3) CLIENT: i C� PROJECT: ` ADDRESS: FILE NO: DATE CAST: '- DATE RECEIVED: PERMIT#: 1 D DATA LOCATION OF PLACEMENT:. SAMPLED AT: 7 CONTRACTOR SUPPLIER QUANTITY PLACED,CU/YD - f MIX#&PROPORTIONS DELIVERY TICKET NO. /% ;;' CEMENT, Ibs. TRUCK NO. S FLYASH, lbs. BATCH TIME. s'- l�(> WATER, gals. SAMPLE TIME s?} FINE AGGREGATE, Ibs. SLUMP, inches(ASTM C-143) � r� COARSE AGGREGATE, Ibs. AIR CONTENT, %(ASTM C-231) COARSE AGGREGATE, Ibs. AIR TEMPERATURE, IF `7 0 COARSE AGGREGATE, lbs. CONCRETE TEMP, -F(ASTM C-1064) 9�,%' ADMIXTURE, oz./cwt ADMIXTURE, oz./cwt COMPRESSION TEST RESULTS ASTM C-39 LOG TEST DATE OF TOTAL LOAD CYLINDER CYLINDER COMPRESSIVE TESTED OBSERVATIONS NO. AGE TEST (LBS) DIA. (IN.) AREA STRENGTH BY DAYS SQ.IN. PSI Cylinders made by a MTC represontatrve Cylinders picked up W a MTC representative ,- El Test results comply with applicable specification Rein / rcing steel was project plans specs visually an Ici�and found to comply ❑ Remforcing steel does not comply with project plans and specifications Gallons of water were added 0 prior to/O after sampling. REQ'D 77 REMARKS: -r- — tse .4 7 . _ - _ )A %1✓GGG �. n . /. /,�:c =Jul ct.d�1_?cS� �•�� REPORTED BY: ' ECKED BY: -�e J DISTRIBUTION: original: cc: cc: cc: cc: cc: All results apply only to actual locations and umterials tested. As a umtual protection to clients,Ilse public and oarsclves,all reports are subridued as the confidential property ofelients,and authorization for publication ofslalemcurs,conclusions or extracts from or regardingour reports is reserved pending our written approval 777 Chrysler Drive • Burlington,Wa.98233 • Phone(360)755-1990 • FAX(360)755-1980 Rev.9/99 C F1 M.T.C. 008729 Materials Testing & Consulting, Inc. 00— 4 �1•S REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST Report#C CLIENT: 14 C PROJECT: 4 cC ADDRESS: _ _ FILE NO: — _�—_- — DATE CAST: —�_ 2-2 -00 — �� DATE RECEIVED: — — PERMIT#: FIELD DATA LOCATION OF PLACEMENT: e P�-� T — _ 7a SAMPLED AT: CONTRACTOR SUPPLIER QUANTITY PLACED,CU/YD 2 _ MIX#&PROPORTIONS DELIVERY TICKET NO. a f 7L,•1 CEMENT, lbs. TRUCK NO. ( FLYASH, lbs. BATCH TIME. WATER, gals. t SAMPLE TIME Z : >$- FINE AGGREGATE, lbs. /%9— SLUMP, a(ASTM C-143) > >�� COARSE AGGREGATE, lbs. _l 7-? AIR CON i-ENT, %(ASTM C-231) N1�T COARSE AGGREGATE, lbs. AIR TEMPERATURE, °F _ 7(- COARSE AGGREGATE, lbs. CONCRETE TEMP, °F(ASTM C-1064) ADMIXTURE, oz.fcwt ADMIXTURE, ozJcwt COMPRESSION TEST RESULTS(ASTM C-39) — J LOG TEST DATE TOTAL LOAD �i YLINDE R C:111 pL :'CO .`i=R .: s` is,`�ie�TEp OBSEWIA11ONS NO. AGE OF (LBS) DIA. (IN.) AREA STRENGTH BY fDAYS� TEST _ _ IN) _7 - Cylinci m nuHe by a MTC reprmwistive Cytindera picked up by a WTC represenlellve ryJ ,cvl rc+uits comply vft applicable L7pealidd on �� RMnfordng stud was viwc.V mpeded end fwa„t to comply vtilh txu�ed plem and specs -- --� -- — Reu,for(in.;cal&au not comply with project plims and specificettom Ga%m of water ware added 0 Mor W Q oa A mpt sab,®. REQ'D r REMARKS: 0 t,, L ,A C f'C- e -,a,/ _1' 0 _ �,< -1 .�-. rw -r�s �_ ' ��rs--�r��;�1 Q c !• P� ,e, fir' e_ 1 [ /� s9 t!'l c T"'I! �. L? r. •� 4 r_.1T'� <—r u. !A_C_-C •-'r;t IL— AN ��,�j��� �(] ��/. _ r' el ist•Y' /! �e.IZC—��' lit�L'! ( '�� �-'�r[� REPORTED BY: �I �, r�. CHECKED BY: DISTRIBUBTION: original: cc: _—^ cc: cc: cc: cc: Aa refaxs q,ply onlybeelail loallms artd mxFerislc laled Asa mutual proltc;€w lu clluiia.lhc;aiF'.�:i::::,:i•r:!�,.sr!!.:'}tns a.:•'.-•';;,.;'L:c�,�d_n;i,I Fm r,.=yt�or:!ic:�tc;:da�tl:oiraLon tDe pvUiralion ols'urzrasnts.wMla�ovsmactracb aem orr�r�yov repmu is msuvw pmdiey mu'dium ppm"L 777 Chrysler Drive,Suite A e Burlingtlon,%.98233 a Phone(160)755-1990 • FAX(360)755-1980 Rev.4" I I 1 1 III-- I_I PA tt - m77'1 r rr I u - - 1 • ' V I I I I LI I J r ra•1 _ •� _Ili 1 riL�Ti� 'It- ' -IM + - , M.T.C. Materials Testing & Consulting, Inc. ®� Z REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST Report#C 9 J 5 3 CLIENT: �I� , , PROJECT: ADDRESS: FILE NO: DATE CAST: - fir,, DATE RECEIVED: PERMIT#: FIELD DATA LOCATION OF PLACEMENT: SAMPLED AT: CONTRACTOR `` SUPPLIER r q `l�.o r.Ya C./a QUANTITY PLACED,CU/YD pl MIX#&PROPORTIONS DELIVERY TICKET NO. Sn9.7 CEMENT, lbs. LVT 71-) TRUCK NO. I FLYASH, lbs. BATCH TIME. WATER, gals. 2 fig.9 SAMPLE TIME cj;�d FINE AGGREGATE, lbs. ) SLUMP, inches(ASTM C-143) Ll COARSE AGGREGATE, lbs. .5�n AIR CONTENT, %(ASTM C-231) COARSE AGGREGATE, lbs. AIR TEMPERATURE, IF �o�o 0 COARSE AGGREGATE, lbs. CONCRETE TEMP, °F(ASTM C-1064) 79 0 ADMIXTURE, oz./cwt ADMIXTURE, oz./cwt COMPRESSION TEST RESULTS ASTM C-39 LOG TEST DATE OF TOTAL LOAD CYLINDER CYLINDER COMPRESSIVE TESTED OBSERVATIONS NO. AGE TEST (LBS) DIA. (IN.) AREA STRENGTH BY DAYS) (SQ.IN.) (PSI) I�yllndem made by a MTC representative zK ❑11 Cylinders picked up by a MTC representative ❑ Test results comply with applicable speciftcalion ❑ RetMorcnq steel was visually inspected and found to comply with project plans and specs ❑ Rein(oming steel does not comply with project plans and spec.frcatlons ��,�s Z 6Gallons of water were added p'prior lo/O after REQ'D sampling, REMARKS: REPORTED BY: CHECKED BY: DISTRIBUTION: original: cc: cc: cc: cc: cc: All results apply only to actual localious and materials tested.Asa nituel protection to clients,the public and ourselves,all reports are submitted as the coufidenlial property orcliculs,and aulhorization for publication urstatements,conclusions or exlracls from or regarding our reports is reserved pending our written approval. 777 Chrysler Drive • Burlington,Wa.98233 • Phone(360)755-1990 • FAX(360)755-1980 Rev.9/99 J' _1r � M.T.C. j -{�I15 Materials Testing & Consulting, Inc. REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST p Report#C 7 115 4- CLIENT: , PROJECT: ADDRESS: FILE NO: DATE CAST: 47 —de) DATE RECEIVED: PERMIT#: FIELD DATA , a LOCATION OF PLACEMENT: �j4�ZC CA A (qouAjcl SAMPLED AT: 'Ft 1,P CONTRACTOR -��f� SUPPLIERi�f/VHc1aa�� QUANTITY PLACED,CU/YD `Q [.-, 3c-) MIX#&PROPORTIONS DELIVERY TICKET NO. 6. on 4-7 CEMENT, lbs. 7� TRUCK NO. FLYASH, lbs. �� BATCH TIME. j 3�. WATER, gals. Z Q Y- SAMPLE TIME 12 : 3) FINE AGGREGATE, lbs. /S 7_30 SLUMP, inches(ASTM C-143) ,c �� COARSE AGGREGATE, lbs. I°Z© AIR CONTENT, %(ASTM C-231) jl,.-' COARSE AGGREGATE, lbs. AIR TEMPERATURE, °F �7 3 d COARSE AGGREGATE, lbs. CONCRETE TEMP, °F(ASTM C-1064) 7✓ 0 ADMIXTURE, oz./cwt ADMIXTURE, oz./cwt COMPRESSION TEST RESULTS ASTM C-39 LOG TEST DATE OF TOTAL LOAD CYLINDER CYLINDER COMPRESSIVE TESTED OBSERVATIONS NO. AGE TEST (LBS) DIA. (IN.) AREA STRENGTH BY DAYS) (SQ.IN.) (PSI) j Cylinders made by a MTC representative '❑,J Cylinders picked up by a MTC representative ❑ Test results comply with applicable specification /Reinforcing steel was visually inspected and found to comply with project plans and specs ElRehtlorong steel does not comply with project plans aw specifications Gallons of water were atldedrior tot O after sampling. / REQ'D REMARKS: r r �•fz c. /; , jr I �t REPORTED BY: CHECKED BY: DISTRIBUTION: original: cc: cc: cc: cc: cc: All results apply only to actual locations and materials tested.As a mutual protection to clients.Ike public and oursetves.all reports are submided as the confidential property of clients,and audmriatiou for publication of stalements,conclusions or extracts from or regarding our reports is reserved pending our written approval 777 Chrysler Drive • Burlington,Wa. 98233 • Phone(360)755-1990 • FAX(360)755-1980 Rev.9/99 ' I I _ MINE ' _ . Ado _ _ ■ _ � � . . � - A ■ ■ 7 Ira ■ ■ Y .— ■■mor - - -� - _ _ ME ` ME ME ■ ti _ ■ . _-_ ■■■_ _ _ _ _ —� _ _ —�r-El6mmm;mmmw ■ _ _ _ mm% EE m 0 0 0 EEE 0 0 0 Ir MWWM 0 ■ ■ ■ . ■ ■ ■ ■ ■ ■ 0 ■ ■ or � � ■ ■ ■� T MAW ■ ■ ■ ■ _ _ _ •r9 ■ :J ■ _ el�6-4b d . ■ • No ■ _ Materials Testln & i g Consulting, Inc. X Report #F ut+4 FIELD REPORT Materials Testing& Consulting, Inc. F g, ILE NO: 777 Chrysler Drive, Suite A DATE: - /1 1-- Burlington,WA 98233 Phone: (360) 755-1990 PROJECT: FAX: (360)755-1980 ADDRESS: l l to o-L A n 4-t- 4, E. CITY: ENGINEER: CLIENT: A CS . WA A i i0e t 4,1 ARCHITECT: ATTN: CONTRACTOR: 5 e t�i�. C��„nS}-iyc�r�,✓t ADDRESS: OWNER: PERMIT NO: Time: $! 1 Temp: r 4S ) t-1`00 . U"t_A 41 C lriyw1 eM 5;�-e, k7 E It- t�k(",f W6 5 Yulr-uke( L1ac k 4e, 17;c)U Cr" r91 1-7 10O. :Z-- 1'ti I�Wr rc7 Liz e, i e r 4-L&-- L-n Mn,S G'Ad 4r1f).acj `+'1'C - I / ;I I,Jca=,, i ►, nr y1u(1 t CAAA c eL 1 J * ' 44A f n,,, We., � ►'1 r�i< � �i r�,lf ti.�]r�y'�• �cry•yl � �'k �'�' r'�•61�o:r_ '_.v1C'.an� l-1 ��}' �I-G .Ac_Ml'ro.Gfe,r 4v(S4 SC �.,c �0 6', its L' �r�i ��nrF Zf 1Jr.s Inc ! ),II 11nJe- +0 P IlN" i1F-r�%ui f I INSPECTOR ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND NITC REPRODUCTION EXCEPT IN FULL,WITHOUT THE WRI'rTEN CONSENT OF MTC,IS STRICTLY FORBIDDEN a _ I f .� DATE OBSERVED 'L -ILA-00 Earth ConSUltantS Inc. PROJECT NO. �- 1462- 5 Ceotechn1cal Engit>eers.Ceotogsls&EnvironmenW Sden ists PROJECT NAME t%��-'�'� 1805-136th Place N.E.,Suite 201 Bellevue,WA 98005 Bellevue(425)643-3780 FAX(425)746-0860 µj Toll Free(888)739-6670 PROJECT LOCATION Arll �, MEMORANDUM OWNER OR CONTRACTOR !J FOOTING EXCAVATION OBSERVATION MaAy\ DESCRIPTION OF FOOTINGS OR CAISSONS COVERED BY THIS NOTICE: FOOTINGS CONDITIONS OBSERVED C_ �.► , Az V(.r -A5,L 66's Con�i�on5 � REMARKS: EMAR 1KS:11 fc c c ^5 1 TOV�tR�f�ri1a n 5 U�aYv�it_ �o r -���658.A 4,r y m r<, A k-, f l flc 5 cc1 Y,,.A Was LA15d VZ, 10rA10t1� J naliyc will Cc�,n�h i� tc�y�<sc1 A_ The undersigned has observed only the footing and/or caisson excavations listed above.The results of this observation are only valid for a period of 48 hours.If any change in the conditions occurs,we should be promptly notified. SIGNATURE A . 04ntf�- NAME �4S A • Low+ YAYk� GET' �...— • � � , a I MTC1Materials Testing & Consulting, Inc. ; Report #F FIELD REPORT Materials Testing& Consulting, Inc. FILE NO: 777 Chrysler Drive, Suite A DATE: Burlington,WA 98233 Phone: (360)755-1990 PROJECT: /Q c S Moir FAX: (360)755-1980 ADDRESS: 1`l I e o 7 l a cam_ AL)-- Eu CITY: ENGINEER: CLIENT: 14&S / M it-K A ARCHITECT: ATTN: CONTRACTOR: ADDRESS: OWNER: PERMIT NO: Time: Temp: (n_� M7�C wo�, AS (��� ,�.. I_�. � ��•,. ;•�e � s:r�c.� �,,,.,� ten. �-3! �ao J vl L�'-y� 1h1fA��.t't.oQ Ce:r E4 i�Cie F•e�it2 0-y\ ` �_ rid 4 5),t— / L e-- t44 CL-C'I ti-, C 1._14 c, le a— h P / Y'�tr? nt"eGry f . � PC i 1.)I�.1�?. ! s �o k s,7 r-1 4-(n e_ ,U a uJ Coe t -r"/e' INSPECTOR ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND MTC REPRODUCTION EXCEPT IN FULL,WITHOUT THE WRITTEN CONSENT OF NITC,IS STRICTLY FORBIDDEN I I I �. I� I I I i M.T.C. 00 -- u U5 Materials Testing & Consulting, Inc. REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST Report#C ;; CLIENT: PROJECT: C, S• ADDRESS: FILE NO: , DATE CAST: DATE RECEIVED: PERMIT#: FIELD DATA LOCATION OF PLACEMENT: S/,4 i3 #T A < C / SAMPLED AT: -Tntic K 0 CONTRACTOR S 5gILA SUPPLIER QUANTITY PLACED,CU/YD r �n : S 1 MIX#&PROPORTIONS l9 DELIVERY TICKET NO. S. 7 7 CEMENT, lbs. TRUCK NO. /(. FLYASH, lbs. BATCH TIME. q.r WATER, gals. SAMPLE TIME t 4 FINE AGGREGATE, Ibs�.I�WD /3 SLUMP, inches(ASTM C-143) h COARSE AGGREGATE, Ibs�s ti n AIR CONTENT, %(ASTM C-231) COARSE AGGREGATE, lbs. 77 AIR TEMPERATURE, IF 0 COARSE AGGREGATE, lbs. CONCRETE TEMP, °F(ASTM C-1064) 0 �� ADMIXTURE, oz./cwt A_)p., ADMIXTURE, oz./cwt COMPRESSION TEST RESULTS ASTM C-39 LOG TEST DATE OF TOTAL LOAD CYLINDER CYLINDER COMPRESSIVE TESTED OBSERVATIONS NO. AGE TEST (LBS) DIA. (IN.) AREA STRENGTH BY DAYS (SQ.IN.) PSI n Cylinders made by a MTC representative fy❑� Cylinders picked up by a MTC representative — ❑ Test results comply with applicable specification ❑ Rokilti tip steel was visually inspected and found to comply we project plans and specs ❑ ReinlorcoV steel does not comply with project plans and specifications Gallons of water were added]prior to/O after •�C'--sampMne. REQ'D REMARKS: S `�'� 2 I03Tr6 f< k-r tom) is i71Ar-0 41ivi7 u4 Cl Ale s /t/ .5-1a�-'j REPORTED BY: CHECKED BY: DISTRIBUTION: original: cc: cc: cc: cc: cc: All results apply only to actual localious and ululeriais tested,Asa mutual protection to clieuls.the public and ourselves.all reports are submilted as the confidential property of clients,and aulhorinlion for publication of statemenls,conclusions or extracts Gorr or regarding our reports is reserved pending our written approval. 777 Chrysler Drive • Burlington,Wa,98233 • Phone(360)755-1990 • FAX(360)755-1980 Rev.9/99 w• I 1 V M*T*Co Materials Testing & Consulting, Inc. j REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST Report#C 9 4CLIENT: PROJECT: ADDRESS: FILE NO: DATE CAST: DATE RECEIVED: PERMIT#: FIELD DATA LOCATION OF PLACEMENT: S 1/,1_/3 ,g-r g C/ SAMPLED AT: j yck CONTRACTOR rz�A SUPPLIER SCAN waab QUANTITY PLACED,CU/YD 4 70 07 <-9<-4,0E MIX#&PROPORTIONS 6 S DELIVERY TICKET NO. 'S- CEMENT, lbs. TRUCK NO. 6 FLYASH, Ibs. BATCH TIME. �� 2 WATER, gals. SAMPLE TIME e! yS- FINE AGGREGATE, Ibs:!;,.w9 L41_S7 0 SLUMP, inches(ASTM C-143) COARSE AGGREGATE, lbs. 7170 AIR CONTENT, %(ASTM C-231) COARSE AGGREGATE, lbs. AIR TEMPERATURE, °F 0 Ll Cl COARSE AGGREGATE, lbs. CONCRETE TEMP, °F(ASTM C-1064) 0 ADMIXTURE, oz./cwt lv p1b tO ADMIXTURE. oz./cwt <�_T- COMPRESSION TEST RESULTS ASTM C-39 LOG TEST DATE OF TOTAL LOAD CYLINDER CYLINDER COMPRESSIVE TESTED OBSERVATIONS NO. AGE TEST (LBS) DIA. (IN.) AREA STRENGTH BY (DAYS) SQ.IN.) (PSI ® Cylinders made by a MTC representative ❑ Cylinders picked up by a MTC representative ❑ Test results comply with applicable specification ❑ Relnfor ing steel was visually inspected and found to comply with project plans and specs ❑ Romlorcrrtg steel does not comply with project plans and specakalions �Z`aalbr s of water were added W prior to/[3 after sampling. REQ'D jv REMARKS: /17 r C 0 N S/T&— if V.ga.<T'ca Poll e. C. < .4 r!?.!>ZOV" '41 alAC w- ,;—I _,ov>c- Q ONcR&--rc5 F ('6ti(',;drf7-42 ui,47S (I PJNSO1,,.oA7`r0 a)�'& Ld a r./'C -�N FU e2 m C h e O�,C a N%c !!r un/J i��,z it� i� s li�� f� �t/j�Z,O f,O r .Z> e Z REPORTED BY: CHECKED BY: DISTRIBUTION: original: cc: cc: cc: cc: cc: All results apply only to actual locutions and materials tested.As a mutual protection to cticros.the public and ourselves,all reports are submitted as the confidential property ofclients,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. 777 Chrysler Drive * Burlington,Wa.98233 • Phone(360)755-1990 * FAX(360)755-1980 Rev.9/99 �l ,.. x I M.T.C. Materials Testing & Consulting, Inc. REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST 1 O CLIENT: PROJECT: � C..s Report#C 91 4 ADDRESS: FILE NO: DATE CAST: 3 DATE RECEIVED: PERMIT#: FIELD DATA LOCATION OF PLACEMENT: /} cg �al 4 _-> (y /� 3 SAMPLED AT: !�l_K r! kLx CONTRACTOR SUPPLIER QUANTITY PLACED,CU/YD 7 p,f �9Cr MIX#&PROPORTIONS rS k1 DELIVERY TICKET NO. 7f CEMENT, lbs. s--�C? TRUCK NO. �� FLYASH, lbs. BATCH TIME. � WATER, gals. SAMPLE TIME FINE AGGREGATE, IbsS`M D L 3 Y SLUMP, inches(ASTM C-143) Z COARSE AGGREGATE, lbs�/j� AIR CONTENT, %(ASTM C-231) COARSE AGGREGATE, lbs.``7t AIR TEMPERATURE, IF 0 /?/�^ COARSE AGGREGATE, lbs. CONCRETE TEMP, °F(ASTM C-1064) 0 (� ADMIXTURE, oz./cwt tAJ D ADMIXTURE, oz./cwt �+✓I J I COMPRESSION TEST RESULTS ASTM C-39 LOG TEST DATE OF TOTAL LOAD CYLINDER CYLINDER COMPRESSIVE TESTED OBSERVATIONS NO. AGE TEST (LBS) DIA. (IN.) AREA STRENGTH BY DAYS SQ.IN. PSI Cylinders made by a MTC representative ❑ Cylinders picked up by a MTC representative ❑ Test results comply with applicable specification j J ❑ Relisfa ing steel was visually inspected and found to A7 pn p *Wkh pmject plans and specs ❑ Reinforcing sleet does not comply with project plans and speciM;ations / Gallons of water were added prior to/p after sampling. REQ'D REMARKS: , L) �, �, — [i n ,,, - vs zzg REPORTED BY: CHECKED BY: DISTRIBUTION: original: cc: cc: cc: cc: cc: All results apply only to actual locations and materials tested, As a nmtual protection to clients.the public and ourselves,all reports are submitted as the confidential property orclieuts,and authorizaliou for publication orsialemenls,conclusions or extracts From or regarding our Tcpons is reserved pending our written approval. 777 Chrysler Drive • Burlington,Wa.98233 • Phone(360)755-1990 • FAX(360)755-1980 Rev-9/99 I . . �- i&w6& UMIF _ . ` L • `pNr 1 W'i 07 -w' A i ■ ■ ■ ■ ■ _ ■ ■ ■ ■ _ ■ J ■ a ME ■ _ � — — — — L ■ -P& ON —■ _ ■ ■ - ■- — - ■ ■ r ■ _ ! : 9 0 1 IM109 d cs - Moo- omim MINE No MEN RNMOMME maw i ■ ■ 7MW ;Mmd ■ ■ ME ■ ME ■ ■ Mill r37 NINE 0 Em 0 0 0 0 0 0 0 IN ■ � llEEE 6 k QM • . Moo NON ■ ■ q . 0 0 0 ■ _ • No Ell ■ ■ . O:.. N EM ■ ■ •_ ME % MEN I ■ ■ 0 0 ■ ■ 0 : mom � ■ _ r �.. MEONE . . . NOV • �, NO _ • ■ M.T.C. Materials Testing & Consulting, Inc. REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST CLIENT: PROJECT: Report#C 9409 �C S ADDRESS: FILE NO: DATE CAST: DATE RECEIVED: PERMIT#: FIELD DATA LOCATION OF PLACEMENT: ,l SAMPLED AT: -r-/n yC kf c( A/ CONTRACTOR / SUPPLIER STAnI klr)r7l7 QUANTITY PLACED,CU/YD 7lf MIX#&PROPORTIONS 5,/ DELIVERY TICKET NO. S—/ 7 l CEMENT, lbs. TRUCK NO. 17 FLYASH, lbs. 3 BATCH TIME. y WATER, gals. i 6 k SAMPLE TIME FINE AGGREGATE, Ibs:g/fA,10 /Z L/�O SLUMP, inches(ASTM C-143) COARSE AGGREGATE, AIR CONTENT, %(ASTM C-231) COARSE AGGREGATE, lbs. AIR TEMPERATURE, IF 0 y COARSE AGGREGATE, lbs. CONCRETE TEMP, eF(ASTM C-1064) 0 // ADMIXTURE, oz./cwt W PIS) Y ADMIXTURE, oz./cwt c l r l.! COMPRESSION TEST RESULTS ASTM C-39 LOG TEST DATE OF TOTAL LOAD CYLINDER CYLINDER COMPRESSIVE TESTED OBSERVATIONS NO. AGE TEST (LBS) DIA. (IN.) AREA STRENGTH BY DAYS) (SQ.IN.) (PSI Cylinders made by a MTC representative ❑ Cylinders picked up by a MTC representative ❑ Test results comply with applicable specification ❑ Remlorcav steel was visually inspected and found to comply wan project plans and specs ❑ Rt!Aorot'i steel does not comply with project plans aro spcn4cations Gallons of water were added_kprior to/[3 after sampling. REQ'D REMARKS: j S 1 e ti t ti 0a ILA A a r C' 143el42a- IDl/4r n i,-J rfdR . REPORTED BY: CHECKED BY: DISTRIBUTION: original: cc: cc: cc: cc: cc: All results apply only to actual locations and materials tested.As-mutual protection to clients,the public and ourselves.all repents are submitted as the confidential property ofclients,and authorization for publication of stalements,conclusions or extracts from or regarding our reports is reserved pending our written approval. 777 Chrysler Drive • Burlington,Wa.98233 • Phone(360)755-1990 • FAX(360)755-1980 Rev.9/99 i . . M.T.C. 0o' Materials Testing & Consulting, Inc. REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST Report#C 9,j CLIENT: PROJECT: S ADDRESS: FILE NO: DATE CAST: DATE RECEIVED: R PERMIT#: FIELD DATA LOCATION OF PLACEMENT: Sl/} 8 a T X 1/y d y Z�,( SAMPLED AT: y f1l/r CONTRACTOR � SUPPLIER/r; !� R/-� ,ry aeJ d on QUANTITY PLACED,CU/YD -7 Cr- IV MIX#&PROPORTIONS 5"", DELIVERY TICKET NO. S�r�73 CEMENT, lbs. S -2 3� TRUCK NO. FLYASH, lbs. BATCH TIME. y, 7� WATER, gals. SAMPLE TIME FINE AGGREGATE, Ibs5. 7 7 GD SLUMP, inches(ASTM C-143) �� COARSE AGGREGATE, lbs�i AIR CONTENT, %(ASTM C-231) COARSE AGGREGATE, lbs. AIR TEMPERATURE, nF 0 14 f- COARSE AGGREGATE, lbs. CONCRETE TEMP, °F(ASTM C-1064) 0 (� ADMIXTURE, oz./cwt ADMIXTURE, oz./cwt COMPRESSION TEST RESULTS ASTM C-39 LOG TEST DATE OF TOTAL LOAD CYLINDER CYLINDER COMPRESSIVE TESTED OBSERVATIONS NO. AGE TEST (LBS) DIA. (IN.) AREA STRENGTH BY DAYS) (SQ.IN.) (PSI) Cylinders made by a MTC representative ❑ Cylinders picked up by a MTC representative ❑ Test results comply with applicable specification ❑ Reinforcing steel was visually inspected and found to comply with project plans and specs ❑ Retnfotcing steel does not comply with project plans and speaRcations Gallons of water were added fit prior to/p after sampling. REQ'D REMARKS: > i/ S T - S coi /1��fi � rr �;� re l u i.21L3 ✓J 6�t'�2h U.n�rs".Fca ae r�rl����< ��� °S-�.Q.� r REPORTED BY: CHECKED BY: DISTRIBUTION: original: cc: cc: cc: cc: cc: All results apply only to actual locations and materials tested. As mutual protection to clients.the public and ourselves,all reports are submilled as the confidential property ofclicnts,and audmrizalioo for publication of statements,conclusions or ezuacls front or regarding our reports is reserved pending our wrillen approval. 777 Chrysler Drive * Burlington,Wa.98233 • Phone(360)755-1990 • FAX(360)755-1980 Rev.9/99 `, I M.T.C. • Mafer als Testing & Consulfirig; Iric: REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST Report#C 9 3 v CLIENT: PROJECT: A`C - ADDRESS: FILE NO: DATE CAST: DATE RECEIVED: PERMIT#: FIELD DATA LOCATION OF PLACEMENT: y tj R AT A ;, SAMPLED AT: CONTRACTOR SUPPLIER �. QUANTITY PLACED,CU/YD irMIX#&PROPORTIONS S DELIVERY TICKET NO. r /�� CEMENT, lbs. TRUCK NO. FLYASH, lbs. BATCH TIME. 3!S`�' WATER, gals. J SAMPLE,;,,'I`ME ,r y S FINE AGGREGATE, Ibs5#,,., f��y *-,. SLUMP, inches(ASTM C-143) �� COARSE AGGREGATE, lbs.=/ 1?7X Q AIR CONTENT, %(ASTM C-231) COARSE AGGREGATE, lbs. AIR TEMPERATURE, OF d �' COARSE AGGREGATE, lbs. CONCRETE TEMP, °F(ASTM C-1064) d Z ADMIXTURE, oz./cwt ADMIXTURE, oz./cwt COMPRESSION TEST RESULTS ASTM C-39 LOG TEST DATE OF TOTAL LOAD CYLINDER CYLINDER COMPRESSIVE TESTED OBSERVATIONS NO. AGE TEST (LBS) DIA. (IN.) AREA STRENGTH BY DAYS) (SQ.IN.) (PSI) Cylinders made by a MTC representative ❑ Cylinders picked up by a MTC representative ^ - ❑ Test results comply with applicable specification ❑ ReWtudnp steel was visually inspected and found to Comply With Project plans and specs ❑ Reettorciry steel does not comply with project plans and speCifleations q,e� Gallons of water were addedApnor to/O after �C l/ sampling. REQ'D REMARKS: 7 C- 4 />/ S // it /`}C l�ha C:7 Uri rpC2 442 l � r/ /'/7 y /1/T ,� G /Ucl P 4aTj �A iJ d rl eT--C- r.r A-< C,(1.).vi S n/.loa-L. -, If 1���C1it' t,�rC�C.1� IAJI—K4 E- d Z4, ,) ff•6"au 2 CY A REPORTED BY: CHECKED BY: DISTRIBUTION: original: cc: cc: cc: cc: cc: All results apply only to actual locations and materials tested.As a nmtual protection to clients,the public and ourselves,all reports are submitted as Inc confidential property orclians,and authorization for publicalion of slxlemllnls,conclusions or extracts from or regarding our reports is reserved pending our written approval. 777 Chrysler Drive • Burlington,Wa.98233 • Phone(360)755-1990 • FAX(360)755-1980 Rev.9/99 ` �'■I'd IF6 md'7' .0 ,- .0 No ■ ON ImiRrm No ON - ' bm _ rp- . 'm _ . ' r - A ■ ■ - MEN ■ ■ ■ _ amp -m mom= Emor mp"t 0 mm6l� S �� ■ ■ ■ _ ■ ! ■ ■ - ON ■ M NO `■ M r SO 0 ME �j NEW WE SO AMMEIP :11. MEN • m miL i f - - I f 1 ■ ` _ ■ i ■ •Eh *■ ■ � Emmh ■ � ■ . . • • 0 . e •• AL hL J' ■ . . ■ � 7 •! ■ = ■ ME ■ ■ ■ �I o < < ou MTMaterials Testing & ` Consulting, hie. Report #F FIELD REPORT Materials Testing&Consulting, Inc. FILE NO: 777 Chrysler Drive, Suite A DATE: Burlington,WA 98233 Phone: (360)755-1990 PROJECT: A• FAX: (360)755-1980 ADDRESS: IQ60 b CITY: A R t_i A T1)0 ENGINEER: A 4 R L CLIENT: i ARCHITECT: °° IIf ATTN: ZOE CONTRACTOR: 51 E R ram'A ADDRESS: OWNER: A C'G PERMIT NO: Time: Temp: At L WOR<� LJQA)C g2u A ,��Jt?cx]r f� (p-i �.J 1 AJ G A&U-) ►n_l (� wsn )U�41JCE LeJ �"N Al [ A- ?Rf=ICAj�LE CC)QL<7.� Ate_ �iI" 1���� � �.a �; 3Onjr= 4' u ram, ' CERTI S c ED W i L DE R ^n"�T'A d GF.D A H L 829-AS I. 1 ECT EIL) ) to D C L U C�)L- a.. 4 C (- LA J V- B -i 1-P'FA.)E'e2� I d \j E2ric A C 3t=QfV\' CC) AJ N .� LAJL4Fi?,E J1h (� 2A&jE �± TCAC(-imEAjT T'bI1 T AkE L-C)C A'T E D . ALL f2ft-1 FAKT -?1)U Y C '- ,nn INSPECTOR ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND MTC REPRODUCTION EXCEPT IN FULL,WITHOUT THE WRITTEN CONSENT OF NITC,IS STRICTLY FORBIDDEN . i .. .. i T . , 1 .. 1 1 ��y. M.T.C. Materials Testing & Consulting, Inc. REPORT OF FIELD INSPECTION AND MASONRY GROUT COMPRESSION TEST CLIENT: ACS Industries, Inc. PROJECT: ACS Industries ADDRESS: 2151 Mogadore Road FILE NO: 000809 Kent, Ohio 44240-0810 DATE CAST: November 28, 2000 Attn: Bob Willoughby DATE RECEIVED: November 30, 2000 PERMIT#: FIELD DATA LOCATION OF PLACEMENT: Final lift interior masonry walls SAMPLED AT: End of hose CONTRACTORS Gen./Sub. SUPPLIER CSR QUANTITY PLACED,CU/YD 9.5 MIX#&PROPORTIONS 7 SK 3/8 70/30 DELIVERY TICKET NO. 202940 CEMENT, lbs. 6240 TRUCK NO. 728 FLYASH, lbs. BATCH TIME. 7:46 WATER, gals. 1535 lbs SAMPLE TIME 9:15 FINE AGGREGATE, lbs. 21060 @ 6.5 SLUMP, inches(ASTM C-143) 9 1/2 COARSE AGGREGATE, lbs. 9240 AIR CONTENT, %(ASTM C-231) COARSE AGGREGATE, lbs. AIR TEMPERATURE, °F 42 ADMIXTURE, oz/cwt. 372 WRDA CONCRETE TEMP, eF(ASTM C-1064) 55 ADMIXTURE, oz./cwt ADMIXTURE, oz./cwt COMPRESSION TEST RESULTS (UBC 21-18 or 21-17 LOG TEST DATE OF TOTAL LOAD SPECIMEN AREA COMPRESSIVE TESTED OBSERVATIONS NO. AGE TEST (LBS) SIZE.(IN.) (SQ.IN.) STRENGTH BY DAYS PSI 3355 7 12-5 37,000 4.16x4.05 16.84 2200 DG ® Prisms made by a MTC representative 3356 28 12-26 61,700 4.13x4.11 16.97 3640 DG ® Prisms picked up by a MTC representative 3357 28 12-26 62,600 4.16x4.21 12.51 3580 DG El Test results comply with applicable specification ® Reinforcing steel was visually inspected and found to comply with project plans and specs Reinforcing steel does not comply with project plans and specifications Gallons of water were added ®prior to/O REQ'D 28 2500 after sampling. REMARKS: MTC is on site as requested for resteel inspection grout testing. One set of grout prisms made. Grout was internally vibrated for consolidation. REPORTED BY: Curt Shear, Field Inspector REVIEWED BY: Niall Hackett, Technical Directoryl�J1\ DISTRIBUTION: original:Client cc: cc: cc: cc: cc: All mulls apply only to actual locations and mmcrials tested.As a mutual protection to clients,the public and ourselves,all rcpuns are submilled as the confidcmial properly ofclimis,and authorization for publication of stalumcla%conclusions or extracts from or regarding our reports is reserved pending our written approval. 777 Chrysler Drive a Burlington,Wa.98233 • Phone(360)755-1990 • FAX(360)755-1980 Rev.4/99 ,�« I M.T.C. l,,.aterials Testing & Consulting, In, � REPORT OF FIELD INSPECTION AND MASONRY GROUT COMPRESSION TEST CLIENT: ACS Industries, Inc. PROJECT: ACS Industries ADDRESS: 2151 Mogadore Road FILE NO: 000809 Kent, Ohio 44240-0810 DATE CAST: November 28, 2000 Attn: Bob Willoughby DATE RECEIVED: November 30, 2000 PERMIT#: FIELD DATA LOCATION OF PLACEMENT: Final lift interior masonry walls SAMPLED AT: End of hose CONTRACTORS Gen./Sub. SUPPLIER CSR QUANTITY PLACED,CU/YD 9.5 MIX#&PROPORTIONS 7 SK 3/8 70/30 DELIVERY TICKET NO. 202940 CEMENT, lbs. 6240 TRUCK NO. 728 FLYASH, lbs. BATCH TIME. 7:46 WATER, gals. 1535 Ibs SAMPLE TIME 9:15 FINE AGGREGATE, lbs. 21060 @ 6.5 SLUMP, inches(ASTM C-143) 9 1/2 COARSE AGGREGATE, lbs. 9240 AIR CONTENT, %(ASTM C-231) COARSE AGGREGATE, lbs. AIR TEMPERATURE, OF 42 ADMIXTURE, oz/cwt. 372 WRDA CONCRETE TEMP, OF(ASTM C-1064) 55 ADMIXTURE, oz./cwt ADMIXTURE, oz./cwt COMPRESSION TEST RESULTS (UBC 21-18 or 21-17 LOG TEST DATE OF TOTAL LOAD SPECIMEN AREA COMPRESSIVE TESTED OBSERVATIONS NO. AGE TEST (LBS) SIZE.(IN.) (SQ.IN.) STRENGTH BY DAYS (PSI) 3355 7 12-5 37,000 4.16x4.05 16.84 2200 DG ® Prisms made by a MTC representative 3356 28 12-26 ® Prisms picked up by a MTC representative 3357 28 12-26 Test results comply with applicable specification ® Reinforcing steel was visually inspected and found to comply with project plans and specs Reinfc;cing steel does not comply with project plans and specifications Gallons of water were added 0 prior to/❑ — after sampling REQ'D 28 2500 REMARKS: MTC is on site as requested for resteel inspection grout testing. One set of grout prisms made. Grout was internally vibrated for consolidation. REPORTED BY: Curt Shear, Field Inspector REVIEWED BY: Niall Hackett, Technical Director k,, DISTRIBUTION: original:Client cc: cc: cc: cc: cc: All mulls apply only to actuol locations and materials tcsld.Asa-uluol protection to diem.,,the public and ourselves,all reports are submilled m the conlidanial pmperly ofcliads,and mftrirattion lbr publicutiou of smterrenls,conclusions or extracts front or regarding our reports is rc m d paiding our written appmval. 777 Chrysler Drive • Burlington,Wa.98233 • Phone(360)755-1990 e FAX(360)755-1980 aw.avv 1 � - � :�i ■ u� � r r +r! - � .� 1 -' - 1 I • 1 1 1 � ' .� � . - i Y �;�� :• • 1 I - 11 1 - '1 I I - - SL' 1 -_ _ L _ • 1 1 T -� - � -�� - � _ 1 1 - - - - - 1 .� 1 � • I 1 •�' 1V1.T.C;. aterials Testing & Consulting, I. ) REPORT OF FIELD INSPECTION AND MASONRY GROUT COMPRESSION TEST CLIENT: ACS Industries, Inc. PROJECT: ACS Industries ADDRESS: 2151 Mogadore Road FILE NO: 000809 Kent, Ohio 44240-0810 DATE CAST: November 28, 2000 Attn: Bob Willoughby DATE RECEIVED: November 30, 2000 PERMIT#: FIELD DATA LOCATION OF PLACEMENT: Final lift interior masonry walls SAMPLED AT: End of hose CONTRACTORS Gen./Sub. SUPPLIER CSR QUANTITY PLACED,CU/YD 9.5 MIX#&PROPORTIONS 7 SK 3/8 70/30 DELIVERY TICKET NO. 202940 CEMENT, lbs. 6240 TRUCK NO. 728 FLYASH, lbs. BATCH TIME. 7:46 WATER, gals. 1535 lbs SAMPLE TIME 9:15 FINE AGGREGATE, lbs. 21060 @ 6.5 SLUMP, inches(ASTM C-143) 9 1/2 COARSE AGGREGATE, lbs. 9240 AIR CONTENT, %(ASTM C-231) COARSE AGGREGATE, lbs. AIR TEMPERATURE, of 42 ADMIXTURE, oz/cwt. 372 WRDA CONCRETE TEMP, -F(ASTM C-1064) 55 ADMIXTURE, oz./cwt ADMIXTURE, oz./cwt COMPRESSION TEST RESULTS (UBC 21-18 or 21-17 LOG TEST DATE OF TOTAL LOAD SPECIMEN AREA COMPRESSIVE TESTED OBSERVATIONS NO. AGE TEST (LBS) SIZE.(IN.) (SQ.IN.) STRENGTH BY DAYS (PSI) 3355 7 12-5 37,000 4.16X4.05 16.84 2200 DG ® Prisms made by a MTC representative 3356 28 12-26 ® Prisms picked up by a MTC representative 3357 28 12-26 Test results comply with applicable specification ® Reinforcing steel was visually inspected and found to comply with project plans and specs EJReinforcing steel does not comply with project plans and specifications Gallons of water were added ®prior to/❑ REQ'D 28 — after sampling 2500 REMARKS: MTC is on site as requested for resteel inspection grout testing. One set of grout prisms made. Grout was internally vibrated for consolidation. REPORTED BY: Curt Shear, Field Inspector REVIEWED BY: Niall Hackett, Technical Directo',1�'� DISTRIBUTION: original:Client cc: cc: cc: cc: cc: All results apply only to actual locations and ututnrials totd.As a mutual pmlmtion to clients,the public and aursch cs,all reports are submitld as the wnfrdauialpropmy ofdients,and authori2ation for publication of slalemmis,conclusions or extracts llonr or r gmiing our reports is reservd prndiag our—itlm approval. 777 Chrysler Drive • Burlington,Wa.98233 • Phone(360)755-1990 • FAX(360)755-1980 Rm.4M 1 � 1 : . • n;��ra s117� N 1 — . � � - ' - - � - - ' 1 - .!� N 1 1 _ • r - . — YI 1 r 1 1V1. 1 .1;. 'aterials Testing & Consulting, I: a REPORT OF FIELD INSPECTION AND MASONRY GROUT COMPRESSION TEST CLIENT: ACS Industries, Inc. PROJECT: ACS Industries ADDRESS: 2151 Mogadore Road FILE NO: 000809 Kent, Ohio 44240-0810 DATE CAST: November 28, 2000 Attn: Bob Willoughby DATE RECEIVED: November 30, 2000 PERMIT#: FIELD DATA LOCATION OF PLACEMENT: Final lift interior masonry walls SAMPLED AT: End of hose CONTRACTORS Gen./Sub. SUPPLIER CSR QUANTITY PLACED,CU/YD 9.5 MIX#&PROPORTIONS 7 SK 3/8 70/30 DELIVERY TICKET NO. 202940 CEMENT, Ibs. 6240 TRUCK NO. 728 FLYASH, Ibs. BATCH TIME. 7:46 WATER, gals. 1535 Ibs SAMPLE TIME 9:15 FINE AGGREGATE, Ibs. 21060 @ 6.5 SLUMP, inches(ASTM C-143) 9 1/2 COARSE AGGREGATE, Ibs. 9240 AIR CONTENT, %(ASTM C-231) COARSE AGGREGATE, lbs. AIR TEMPERATURE, aF 42 ADMIXTURE, oz/cwt. 372 WRDA CONCRETE TEMP, aF(ASTM C-1064) 55 ADMIXTURE, oz./cwt ADMIXTURE, oz./cwt COMPRESSION TEST RESULTS (UBC 21-18 or 21-17 LOG TEST DATE OF TOTAL LOAD SPECIMEN AREA COMPRESSIVE TESTED OBSERVATIONS NO. AGE TEST (LBS) SIZE. (IN.) (SQ.IN.) STRENGTH BY DAYS PS I 3355 7 12-5 37,000 4.16x4.05 16.84 2200 DG ® Prisms made by a MTC representative 3356 28 12-26 ® Prisms picked up by a MTC representative 3357 28 12-26 Test results comply with applicable specification ® Reinforcing steel was visually inspected and found to comply with project plans and specs Reinforcing steel does not comply with protect plans and specifications Gallons of water were added 0 prior to/0 — after sampling. REQ'D 28 250U REMARKS: MTC is on site as requested for resteel inspection grout testing. One set of grout prisms made. Grout was internally vibrated for consolidation. REPORTED BY: Curt Shear, Field Inspector REVIEWED BY: Niall Hackett, Technical Director , "� DISTRIBUTION: original:Client cc: cc: cc: cc: cc: All results apply nnly to actual Icealions mat malerials natal.Aa a manual prottwnion to clirnls,the public and ouraelvex,all repons are subinaiW w the conlide liad property oroirnts,and aulhorizaion for publicaliun arslalmeols,cuadusiom or extracts lions ur reganting our repnns is resexved pending our wrillen approval. 777 Chrysler Drive • Burlington,Wa.98233 • Phone(360)755-1990 • FAX(360)755-1980 Rw.4/99 � �. 1 1 a In. 1 .L. Iaterials Testing & Consulting, I REPORT OF FIELD INSPECTION AND MASONRY GROUT COMPRESSION TEST CLIENT: ACS Industries, Inc. PROJECT: ACS Industries ADDRESS: 2151 Mogadore Road FILE NO: 000809 Kent, Ohio 44240-0810 DATE CAST: November 28, 2000 Attn: Bob Willoughby DATE RECEIVED: November 30, 2000 PERMIT#: FIELD DATA LOCATION OF PLACEMENT: Final lift interior masonry walls SAMPLED AT: End of hose CONTRACTORS Gen./Sub. SUPPLIER CSR QUANTITY PLACED,CUND 9.5 MIX#&PROPORTIONS 7 SK 3/8 70/30 DELIVERY TICKET NO. 202940 CEMENT, lbs. 6240 TRUCK NO. 728 FLYASH, lbs. BATCH TIME. 7:46 WATER, gals. 1535 lbs SAMPLE TIME 9:15 FINE AGGREGATE, lbs. 21060 @ 6.5 SLUMP, inches(ASTM C-143) 9 1/2 COARSE AGGREGATE, lbs. 9240 AIR CONTENT, %(ASTM C-231) COARSE AGGREGATE, lbs. AIR TEMPERATURE, °F 42 ADMIXTURE, oz/cwt. 372 WRDA CONCRETE TEMP, °F(ASTM C-1064) 55 ADMIXTURE, oz./cwt ADMIXTURE, oz./cwt COMPRESSION TEST RESULTS(UBC 21-18 or 21-17 LOG TEST DATE OF TOTAL LOAD SPECIMEN AREA COMPRESSIVE ITESTED OBSERVATIONS NO. AGE TEST (LBS) SIZE.(IN.) (SQ.IN.) STRENGTH BY DAYS PS I 3355 7 12-5 37,000 4.16X4.05 16.84 2200 DG ® Prisms made by a MTC representative 3356 28 12-26 ® Prisms picked up by a MTC representative 3357 28 12-26 Test results comply with applicable specification ® Reinforcing steel was visually inspected and found to comply with project plans and specs Reinforcing steel does not comply with project plans and specifications Gallons of water were added ®prior to/❑ REQ'D 28 — after sampling. 2500 REMARKS: MTC is on site as requested for resteel inspection grout testing. One set of grout prisms made. Grout was internally vibrated for consolidation. REPORTED BY: Curt Shear, Field Inspector REVIEWED BY: Niall Hackett, Technical Director DISTRIBUTION: original:Client cc: cc: cc: cc: cc: All results apply only to actual locations and usteriels lurid.As a mutual prolcelion to clients,the public art ourx9ves,all reports ore subnlillud as the cunridatltal pmpmy of clients,end eulhon ation ror publication orsiatenimis,conclusions or esirmis Boni or regtutling our rayons is reservod petting our written approval. 777 Chrysler Drive • Burlington,Wa.98233 • Phone(360)755-1990 • FAX(360)755-1980 Rcv 4M . ., �„ - . � - . 1 • 1� � --�— — — — — — — �..CAS -..,� .�1 1 1 - •1 I I .-. �, 1 1 � - . - - - J 1' _ - 1 - � I I � I 1 — ►• � — ►s,a �� 1 � :t � — r —' j' �r l lvl, I.U. aterials Testing & Consulting, I." .� REPORT OF FIELD INSPECTION AND MASONRY GROUT COMPRESSION TEST CLIENT: ACS Industries, Inc. PROJECT: ACS Industries ADDRESS: 2151 Mogadore Road FILE NO: 000809 Kent, Ohio 44240-0810 DATE CAST: November 28, 2000 Attn: Bob Willoughby DATE RECEIVED: November 30, 2000 PERMIT#: FIELD DATA LOCATION OF PLACEMENT: Final lift interior masonry walls SAMPLED AT: End of hose CONTRACTORS Gen./Sub. SUPPLIER CSR QUANTITY PLACED,CU/YD 9.5 MIX#&PROPORTIONS 7 SK 3/8 70/30 DELIVERY TICKET NO. 202940 CEMENT, lbs. 6240 TRUCK NO. 728 FLYASH, lbs. BATCH TIME. 7:46 WATER, gals. 1535 lbs SAMPLE TIME 9:15 FINE AGGREGATE, lbs. 21060 @ 6.5 SLUMP, inches(ASTM C-143) 9 1/2 COARSE AGGREGATE, lbs. 9240 AIR CONTENT, %(ASTM C-231) COARSE AGGREGATE, lbs. AIR TEMPERATURE, of 42 ADMIXTURE, oz/cwt. 372 WRDA CONCRETE TEMP, °F(ASTM C-1064) 55 ADMIXTURE, oz./cwt ADMIXTURE, oz./cwt COMPRESSION TEST RESULTS (UBC 21-18 or 21-17 LOG TEST DATE OF TOTAL LOAD SPECIMEN AREA COMPRESSIVE TESTED OBSERVATIONS NO. AGE TEST (LBS) SIZE. (IN.) (SQ.IN.) STRENGTH BY DAYS (PSI) 3355 7 12-5 37,000 4.16X4.05 16.84 2200 DG ® Prisms made by a MTC representative 3356 28 12-26 ® Prisms picked up by a MTC representative 3357 28 12-26 Test results comply with applicable specification ® Reinforcing steel was visually inspected and found to comply with project plans and specs ❑ Reinforcing steel does not comply with project plans and specifications Gallons of water were added ®prior to/❑ REQ'D 28 2500 after sampling. REMARKS: MTC is on site as requested for resteel inspection grout testing. One set of grout prisms made. Grout was internally vibrated for consolidation. REPORTED BY: Curt Shear, Field Inspector REVIEWED BY: Niall Hackett, Technical Director DISTRIBUTION: original:Client cc: cc: cc: cc: cc: All results apply only to wheal locorions end materials tested.As a muluol pmleation to clients,the public and oumelves,all reports are submilad as the confIdcntiul pmgrly oklients,and authorisation I'or publication orsialcolmis,conclusions or extracts liom or regunling our repons is reserved pending our wrilim approval, 777 Chrysler Drive • Burlington,Wa.98233 • Phone(360)755-1990 • FAX(360)755-1980 Rev,4199 COMMERCIAL PACIFIC COMPANY P.O. Box 3629 ILEUMILEUM .,, O[F Arlington, Washington 98223 (360) 658-4100 * Fax (360) 657-2825 DATE 9-8-00 SOB N� 1825 ATTENTION David Anderson TO RE: CITY OF ARLINGTON ACS Industries 238 N Olympic AVE Arlington, WA 98223 *HAND DELIVERED* WE ARE SENDING YOU A Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION 4 setE ACS Drawings SEP - 8 2000 vI 1 w Or- ARLING I VN THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ff As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS Per our conversation on 9-7-00. COPY TO file `- SIGNED: — -'� If enclosures are not as noted,kindly notify u at once. �I Lti�l I II II II I .i� I #t'el 4Q q - ■ I 1 I Rlllm�l I- Lam ' Alt•I T�I Jill ' 1 1 ! _ ' u f 1 - - s I - - - - - - - _ - - - - Y* J J►� J 3 v C� I 0 VI gin All 119UL a on p)wmahm Me— _ — — ■ I rmi-I TAT— in Li I 6w An I lily .bULP53 IM w 0 M Elm mod? ■IUMI ■ M -1 uR1II11 11 1111 J I r` - - - - - - - - -- - - - - � � �_.�-1 - - _ - � . P, u•�In /rj1 n I� n T � T6iti I R.• I I I wiiA r rr ll RII T 14 rr izIv TRT — ■ Milo- I•. I I u IN T -'� in 90" ir11 _--n — or Fy„� , I=.■ (.. in ---)I— _—L I �.Ni 1,- -.■ • — ■ tw1■p I I _ —■ I ICI I J.I" I Z _ ■ IN PAP I - ■ I1i3 ■ IA ' — - — - - I S r• , I - — - _ - - - - - - — - — - - - - - - - Ii� ^1�. 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LU V1 LU � w _ � � Z w _O 2 az ►- Z Z Q w Q a a v Cc: x $ = Q w z O z O o� Q 0 o cr Z O o W N Z W i � } w Q LU tic cc O t o LU V a x S Q a U Z LU a Q U I �� aZ r on � o ° 377 SNOH CO PW LAND USE PAGE 01/01 . ..,•n n+.. /"�.�;W.ofPages I .. TOMy�syDaK ;Time - 110 SndCM SNOHOMISH COUNTY ...._... . � ..__ PLANNING & DEVEL. SERVICES .— (425) 388-3311 . ..,...... _.._. . .... _. .� __,_» REG-RECEIPT:02-0102524 C:Jul 28 2000 ;°ng"'' ❑°°�"°Y ❑" ❑°°""o`"`D CASHIER ID:I 1:13 pm A:Jul 28 2000 -»' -'-" '� -' • �� —w.r...._.....,__...._....___.._.._....^�_ 0 $8,040,00 5207 TSA A IMPACT FEE _ . ... _. .. ._.. . _.__._._ -.�.. _ ...._.. __r __► TOTAL DUE $8,040.00 RECEIVED FROM: MANN CORPORATION CHECK: $8,040.00 )RD OF DEVELOPER OBLIGATIONS MITIGATION OF IMPACT'S TO THE TOTAL TENDERED $8,040.00 4TY ROAD SYSTEM [26b.55.125(1)(c)] z Number AR�INGTON CHANGE DUE $0.00 me AIRPARK PHASE II _ d above is the property legally described in the subject case file;and, WHEREAS,the County originally adopted in 1979 a Snohomish County Code(SCC)Title 26B, the Road Ordinance;and, WHEREAS,Title 26B SCC was revised by Amended Ordinance No.95-039,effective July 13, 1995,Emergency Ordinance No.95-065,effective July 24, 1995,and by Amended Ordinance No. 95-070,effective September 10, 1995;and WHEREAS,Title 26B SCC indentified that the impact of a developing property upon its road system must be mitigated by the developer;and, WHEREAS,the property to be developed is located in Transportation Services Area(TSA) �A WHEREAS,the approval of the development is based upon fulfillment of the following condition Road System Capacity Requirements,Road System Impact Fee: [26B.55.0103 All developments shall mitigate their impact upon the future capacity of the road system by paying a road system imp Type of Development: o� Size of Development 16 HANGERs Number of Trips: _ en Impact Fee ta,oao.00 ; PDS Transaction Code: ,'5207 Right-of-Way Requirements: [26B.55.060) IN/A WSDOT Requirements: [25B.55.707] so:Qa PDS Tran Code: hwA Transportation Demand Management Payment: [26B.55.030(7) $0.0 Fund No. wA Payment of the above shall be paid prior to recording and shall be administered in accordance with Section 26B.55.110 SCC. CA T-Ald bk.�1d.,,,�13 rG�•iGwe� or'�q',V�1'�1U . Land Development Analyst,Assoc.for 1 Peter E.Hahn,Director of Public Works _y 07/28/2000 09:03 4253883977 SNOH CO PW LAND USE PAGE 01/01 Fax Note 7672 � ,�..,,..,�.. No:aP� POT __ .. ._.._._...._.._._ ® . . .�......._.. ..7 ..�. To F Dp�h.._ ..._ r_�.... ..... erry .. .!"45 �_. .�»...�... ..-......r.., µ...»..,....... ..me ...._... .. 'tlaration _. ..._..- .._.. r.- ........._.-..... .........�_....�...,......... 'ai9:w -�DQ*0y C1f�01m..............❑Calripttlaq i ....._.-._._ --��.�.,.-.�.........�--u.. _......._ ... _._.� .ram.....,.-._.»._.._._ .�.....� RECORD OF DEVELOPER OBLIGATIONS FOR MITIGATION OF IMPACTS TO THE COUNTY ROAD SYSTEM[26b.55.125(1)(c)] File Number ARUNGTON Name JAMPARK PHASE It WHEREAS,the development named above is the property legally described in the subject case file;and, WHEREAS,the County originally adopted in 1979 a Snohomish County Code(SCC)Title 26B, the Road Ordinance;and, WHEREAS,Title 26B SCC was revised by Amended Ordinance No.95-039,effective July 13, 1995,Emergency Ordinance No.95-065,effective July 24, 1995,and by Amended Ordinance No. 95-070,effective September 10, 1995;and WHEREAS,Title 26B SCC indentified that the impact of a developing property upon its road System must be mitigated by the developer;and, WHEREAS,the property to be developed is located in Transportation Services Area(TSA) WHEREAS,the approval of the development is based upon fulfillment of the following condition Road System Capacity Requirements,Road System Impact Fee: [26B.55.010] All developments shall mitigate their impact upon the future capacity of the road system by paying a road system imp Type of Development: Size of Development 6 HANGERS Number of Trips: aoi Impact Fee 7 s8,040 00 PDS Transaction Code: -2 Right-of-Way Requirements: [26B.55.060] " WSDOT Requirements: [25B.55.707] �_c.00 PDS Tran Code: NSA Transportation Demand Management Payment: [26B.55.030(7) $0-0 Fund No. wA Payment of the above shall be paid prior to recording and shall be administered in accordance with Section 26B.55.110 SCC. SA -G.r +ke- 4�I `Q•- 13 r c.v• t w e�l er'�a�',rw.l l'� . Land Development Analyst,Assoc.for Peter E.Hahn,Director of Public Works ,� .� � I 238 N.Olympic Ave Arlington,WA 98223 Phone:(360)403-3512 City of Arlington Fax(360)403-3447 Fax To: Bob Willoughby From: Paul A. Richart Fax: (330)678-0859 Date: July 28,2000 Phone: 1-800-321-2348 x1313 Pages: 5 Re: ACS CC: Spencer Mayes, Sierra Construction (206)885-4330 Jeff McInnis,AHBL(253)383-2572 Joe Zeno,ACS ❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply Q For Your Use •Comments: Please find attached the information on remaining fees. Sent by fax only. Please call with any questions. Paul J C w Memo Date: July 28,2000 To: Bob Willoughby,ACS Industries Cc: Jeff McInnis,AHBL;Terry Castle,Arlington Utilities; David Anderson,Arlington Building From: Paul A. Richart,City Engineer RE: ACS Building Permit As we have discussed, the site civil drawings have been approved for this project. This releases the building permit for issuance. Because of the many discussions, some clarification on this project seems in order. Attached is a memo from the building department showing the fees listed to be paid before the building permit is issued. Also attached is a statement from the planning/engineering departments showing outstanding planning fees required and the estimated engineering fees remaining. These should also be paid prior to issuance of the building permit. You have expressed a desire to protest the storm drain system development charge and the parks fee. If you pay these fees under protest, please pay the protested fees with a separate check to segregate which items you are protesting. We should also remind you that water and sewer connection and system development fees will also need to be paid prior to connection. Karen Latimer is currently reviewing the project. A cross connection survey and statement of the charges will be sent to you by Karen in the near future. If you would like to contact Karen for an estimate, the amounts should be prepared by the first part of next week. Karen's direct phone number is(360)403-3505. Please call with any questions. 1/4/00 1 Memorandum f t J 1 I City of Arlington Building Department Date: July 27, 2000 To: Joseph R. Zeno / Bob Willoughby From: Building Department Subject: ACS Building Permit# 00-4115 The following fees will show on your City of Arlington Building Permit#00-4115 and will need to be paid when you pick up the permit: Permit Fee $4,492.50 Plan Review 2,920.12 State Fee 4.50 Park Mitigation 7,347.80 Traffic Mitigation 17,646.00 Surface Water 15,721.23 total BUILDING DEPT. PERMIT FEES $ 48,132.18 Q)6 W8, i3a �5 6/14/00 Plan check fee paid - 1,847.14 Total AMOUNT DUE for Building Dept. Permit `A" $ 46,285.04 --� ii;�%OoA 6e4' 61;L85,01 .f I Department of Planning And Community Development 238 North Olympic Avenue Arlington, WA 98223 360-403-3434 July 28, 2000 Name So,_ zwormOr- 4a5_� LIaS-g%S— y33o Re: k2) In US t e S ,R m Y #M N c)o.O,n Attached you will find a copy of your ledger sheet for the above noted deposit account. You currently have a balance of$%)5,1r) OW16.3 x In addition to the amount due, a review of your account indicated that an additional deposit of $ Q.( .Q= is necessary at this time. The above referenced project will be placed on hold and no further work will be done until payment is made. At the conclusion of your project, any unexpended balance will be refunded in a timely manner. If you should have any questions,please contact us at 360-435-3434 or e-mail sblacker(@ci.arlineton.wa.us. Sincerely, Sonya Blacker Office Assistant or - I 7/28/00 ef+ Page 1 Income vs. Spending 5/1/96 Through 9/30/00 MNt)o-Col Category ACS Total Income Categories Construction Review 3,907.18 3,907.18 Land Use Permit Processing 600.00 600.00 Total Income Categories 4,507.18 4,507.18 Expense Categories A-times 61.47 61.47 Copies 47.38 47.38 EarthTech 650.00 650.00 LandUse,MN 100.00 100.00 Miscellaneous 3,907.18 3,907.18 stCllff(46.30) 11.57 11.57 stDave(42.54) 10.63 10.63 stKristiR(27.70) 214.67 214.67 stMarc(38.13) 38.13 38.13 stSonya(22.02) 33.03 33.03 stTerrl L(35.26) 8.81 8.81 stYvonne(33.34) 350.07 350.07 Total Expense Categories 5,432.94 5,432.94 Grand Total (925.76) (925.76) �- City of Arlington g Buildn or Department IN FAX Cover Sheet Date: 76w2go-66 Number of pages to follow: Response needed As requested FYI TO: 606 \A1 P10 I J W4�b FIRM ACS or uskrl jes FAX #: / - 336m- & 790� 62SJ FROM: � . � rwljosoRE: . � rm Ls==4 A C's - rn Additional Comments: n-pheare- mi-a 3t r I'M addi Han n faK froft 238 N Olympic Ave Arlington WA 98223 Ph. (360) 435-0724 FAX (360) 435-3906 r S Memorandum IMF City of Arlington Building Department Date: July 27, 2000 To: Joseph R. Zeno / Bob Willoughby From: Building Department Subject: ACS Building Permit#00-4115 The following fees will show on your City of Arlington Building Permit# 00-4115 and will need to be paid when you pick up the permit: Permit Fee $4,492.50 Plan Review 2,920.12 State Fee 4.50 Park Mitigation 7,347.80 Traffic Mitigation 17,646.00 Surface Water 15,721.23 n r total BUILDING DEPT. PERMIT FEES $ 48,132.18 6/14/00 Plan check fee paid - 1,847.14 Total AMOUNT DUE for Building Dept. Permit $ 46,285.04 -a i .� I COMMERCIAL PACIFIC COMPANY P.O. Box 3629 Arlington, Wa 98223 (360) 658-4100 F (360) 657-2825 DATE 7-18-00 JOB NO.1825 ATTENTION Dave Anderson, Building Official TO Re: CITY OF ARLINGTON ACS NORTHWEST, INC. Building Department New Manufacturing & Office Building Arlington, WA 238 North Olympic Arlington, WA 98223 *Hand Delivered WE ARE SENDING YOU Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION 1 set Varco—Pruden Building Drawings 1 set Varco—Pruden Structural Calculations RECEIVED JUL 19 2000 off Y yr nnuivI(a i vIN THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS Per your conversation with Joe Zeno, enclosed is the information requested. COPY TO file SIGNED: If enclosures are not as noted,kindly notify us at once. - � Y� �laf�A9 �A�DA3iffi�� TI T rT rta�c-mep¢41I I ❑ _ u III van-M, (to) XI c � LL_ I I J 1] I 11 I I LI.- .116111111 1 ■v I rl ...,� . ��:t711, ,•'I I -11 ■ I_ �1 r�� rL L� II lua I I J � r111'S 111 1 1 1TI LL— - - - - - - - - - - - 1,uw Li ff 1 1. ►a� nu IlFrljl-F' 1-11 74, II JI _II II Iv. II IITT:I Tm-gtav I1TI A � 'A.'T 1:. "'17G 'nl 11 1 —t9 I Irr11 I IP: 1141 1 'IMII I T1 II I.) ` - — l_-. 11_T I I- L__I.0 _A1_ I n u I I I I u•tj__J MOM,tl)ITID7. I ti t1 1 u I 1 �. u n l�1�TT 1�1hIr�_'RTTluti i7��1 n l 11 .vviiui .(ITIIRII III A � - ff R1i 1 fll 1- YUI _FI fw" IT' — ' �Ir 1 'T Is -11 _ _ v Irr- ? • �71..T1 ' I-1, I ") --sI I l_ 1 Im 11_❑ �J IUYI - _ fl 1 I IT II III IIITT .' wri,I 1 J J I . I T III - — - I I T 1 rr-+Na P91 IIiPN1 VT4r�V mill ► u-I Ta n.-" IrWH r Dave Anderson From: Spencer Mayes [SpencerM@Sierraind.com] Sent: Tuesday, July 18, 2000 11:07 AM To: 'dan ci.arlington.wa.us' Subject: -4!: ACS Industrie Thanks Dave, I will pass this on to ACS and AHBL. -----Original message----- From: Dave Anderson [mailto:danderson@ci.arlington.wa.us] Sent: Tuesday, July 18, 2000 9:40 AM To: Spencer Mayes Subject: RE: ACS Industries The code reads as follow: Toliet room floors shall have a smooth, hard nonabsorbent surface such as portland cement, concrete, ceramic tile or other approved material that extends upward onto the walls at least 5 inches. Walls within 2 feet of the front and sides of urnials and water closets sahll have a smooth, hard nonabsorbent surface of portland cement, concrete, ceramic tile or other smooth, hard nonabsorbent surface to a height of 4 feet and except for structural elements, the material used in suchnwall shall be of a type that is not adversely affected by moisture. Exception: Toilet rooms that are not accessable to the public and that have not more than one water closet. This means that the walls have to have epoxy paiint to a height of 4 feet, unless they are private restrooms. If this is the only restroom in the tennant space it has to be accessable to the public. David W. Anderson Building Official City of Arlington danderson@ci.arlington.wa.us <mailto:danderson@ci.arlington.wa.us> -----Original Message----- From: Spencer Mayes [mailto:SpencerM@Sierraind.com] Sent: Monday, July 17, 2000 2 :50 PM To: 'danderson@ci.arlington.wa.us' Subject: RE: ACS Industries Dave, If we go with epoxy paint on the floor in the Mfg Restroom. We plan to have CMU walls with paint and no wainscot. Do the walls have to be epoxy paint? Do we need base? Thanks, Spence -----Original Message----- From: Dave Anderson [mailto:danderson@ci.arlington.wa.us] Sent: Thursday, July 06, 2000 9:51 AM To: Spencer Mayes 1 :i., E `� f Dave Anderson From: Spencer Mayes [SpencerM@Sierraind.com] Sent: Monday, July 17, 2000 11:14 AM To: 'danderson@ci.arlington.wa.us' Subject: RE: Thanks Dave, I called the Metal Building contractor after I received your email last week. He is checking on the drawings with his engineers, I will keep you posted. Are there any other outstanding items from the building department? I just hung up with the owners, and they are very anxious to get the permit. -----Original message----- From: Dave Anderson [mailto:danderson@ci.arlington.wa.us] Sent: Friday, July 14, 2000 5:17 PM To: Spencer Mayes Subject: RE: OOP! i have the calaculations. Although you need to submit the building drawings asap. I'll complete the review early this coming week. Reta will call you with the fee info! David W. Anderson Building Official City of Arlington danderson@ci.arlington.wa.us <mailto:danderson@ci.arlington.wa.us> -----Original Message----- From: Spencer Mayes [mailto:SpencerM@Sierraind.com] Sent: Friday, July 14, 2000 3 :14 PM To: 'danderson@ci.arlington.wa.us' Subject: RE: Dave, It was my understanding from our last meeting that we were going to submit the metal building drawings as a "deferred submittal", with the understanding that we would provide you with the foundation plan as well as the calculation/reactions from the metal building vendor which were used in the foundation design. Please let me know if this is not accurate. I'm guessing that we blew it, on did not get you the metal building calcs. How many would like and I will get them routed to you right away. -----Original Message----- From: Dave Anderson [mailto:danderson@ci.arlington.wa.us] Sent: Friday, July 14, 2000 9:57 AM To: spencerM@Sierraind.com Subject: Spencer, I am currently reviewing the project for ACS. I do not have the metal building drawings or calculation for this facility. What is the time frame for this submittal? These need to be submitted prior to issuance of the permit. 1 Dave Anderson From: Spencer Mayes [SpencerM@Sierraind.com] Sent: Monday, July 17, 2000 2:50 PM To: 'danderson@ci.arlington.wa.us' Subject: RE: ACS Industries Dave, If we go with epoxy paint on the floor in the Mfg Restroom. We plan to have CMU walls with paint and no wainscot. Do the walls have to be epoxy paint? Do we need base? Thanks, Spence -----Original Message----- From: Dave Anderson [mailto:danderson@ci.arlington.wa.us] Sent: Thursday, July 06, 2000 9:51 AM To: Spencer Mayes Subject: RE: ACS Industries Yes, we would require it to be sealed with an epoxy paint in leiu of the sheet vinyl. David W. Anderson Building Official City of Arlington danderson@ci.arlington.wa.us <mailto:danderson@ci.arlington.wa.us> -----Original Message----- From: Spencer Mayes [mailto:SpencerM@Sierraind.com] Sent: Wednesday, July 05, 2000 2 :20 PM To: 'danderson@ci.arlington.wa.us' Subject: ACS Industries Dave, Do you allow the restroom in the shop area to be left as sealed concrete in lieu of Sheet Vinyl? The vinyl never seems to last with the abuse it gets from the shop people. 1 I I Dave Anderson From: Spencer Mayes [SpencerM@Sierraind.com] Sent: Friday, July 14, 2000 3:14 PM To: 'danderson@ci.arlington.wa.us' Subject: RE: Dave, It was my understanding from our last meeting that we were going to submit the metal building drawings as a "deferred submittal", with the understanding that we would provide you with the foundation plan as well as the calculation/reactions from the metal building vendor which were used in the foundation design. Please let me know if this is not accurate. I'm guessing that we blew it, on did not get you the metal building calcs. How many would like and I will get them routed to you right away. -----Original message----- From: Dave Anderson [mailto:danderson@ci.arlington.wa.us] Sent: Friday, July 14, 2000 9:57 AM To: spencerM@Sierraind.com Subject: Spencer, I am currently reviewing the project for ACS. I do not have the metal building drawings or calculation for this facility. What is the time frame for this submittal? These need to be submitted prior to issuance of the permit. David W. Anderson Building Official City of Arlington danderson@ci.arlington.wa.us <mailto:danderson@ci.arlington.wa.us> 1 Dave Anderson From: Spencer Mayes [SpencerM@Sierraind.com] ' Sent: Wednesday, July 05, 2000 2:20 PM To: 'danderson@ci.arlington.wa.us' Subject: ACS Industries Dave, Do you allow the restroom in the shop area to be left as sealed concrete in lieu of Sheet Vinyl? The vinyl never seems to last with the abuse it gets from the shop people. 1 �• I Dave Anderson From: Spencer Mayes [SpencerM@Sierraind.com] Sent: Thursday, July 06, 2000 10:07 AM To: 'danderson@ci.arlington.wa.us' Subject: RE:ACS Industries Thanks Dave. -----Original message----- From: Dave Anderson [mailto:danderson@ci.arlington.wa.us] Sent: Thursday, July 06, 2000 9:51 AM To: Spencer Mayes Subject: RE: ACS Industries Yes, we would require it to be sealed with an epoxy paint in leiu of the sheet vinyl. David W. Anderson Building Official City of Arlington danderson@ci.arlington.wa.us <mailto:danderson@ci.arlington.wa.us> -----Original Message----- From: Spencer Mayes [mailto:SpencerM@Sierraind.com] Sent: Wednesday, July 05, 2000 2 :20 PM To: 'danderson@ci.arlington.wa.us, Subject: ACS Industries Dave, Do you allow the restroom in the shop area to be left as sealed concrete in lieu of Sheet Vinyl? The vinyl never seems to last with the abuse it gets from the shop people. 1 i r. I I Subject: RE: ACS Industries Yes, we would require it to be sealed with an epoxy paint in leiu of the sheet vinyl. David W. Anderson Building Official City of Arlington danderson@ci.arlington.wa.us <mailto:danderson@ci.arlington.wa.us> -----Original Message----- From: Spencer Mayes [mailto:SpencerM@Sierraind.com] Sent: Wednesday, July 05, 2000 2 :20 PM To: 'danderson@ci.arlington.wa.us' Subject: ACS Industries Dave, Do you allow the restroom in the shop area to be left as sealed concrete in lieu of Sheet Vinyl? The vinyl never seems to last with the abuse it gets from the shop people. 2 K •"^':.:^V4::.?..=�.,U•`_. '�Y `1a+...�- ....-' - '::.iS-;`—r:::l - . `Y .'1' . :':Yf _f'-` ,• .� ti �+' t.,.,,,Ye it . 00-4 nm O D m2: 3)m 00rp m �, O o 'rt 0 � � p Z a Z Z O 1 r 'm.0 co D n,n� m CA)CD O O �QWnrt oaw CD Z� r C Ln*� O O Q CA) r o a Qo � ,c (n n 0 to•i N C) Ul Lq CD co Z m N O ru o D NW 7 Ln y \ O o O cn ? ]] O m Ln co m �. r, a W CD .. O t �, rLi N X O O x m n —► W ZvZm t W Ur h1 Z O 'D c) x 6Dn--O O �-} u):; ru Opp O cn n to ru \ m 0�c�Z Lnn N0 rt O N WZ < fA 0 O • 0 a m i m �4 m z o o � vie m JtIN 4 (� N a C/T Y OF Z�Qp o A/k z W _ y f NC'TUN i rn �S o B) sewdly feaaues.Detads on beck. � ACs INDUSTRIES INC. BANK ONE,NA COLUMBUS,OH 43271 ilcs- 25-3/440 NO. 044610 CHECK 2151 MOOADORE R0. DATE' CHECK AMOUNT-0 KEN.OMO "240 8-1-00 **15,721.23 _ PAY TO CITY OF ARLINGTON, WA THE ORDERS OF 1JTHORIZED SIGNATURE Ill 0446L011, 1:0 4 40000 3 7l: 87LOL7322111 ACS INDUSTRIES INC. BANK ONE,NA No. 044609 COLUMBUS,OH 43271 ACS" 25-3/440 2151 MOGADORE RD. CHECK DATE CHECK AMdUNT KENT,,OHIO 44240 8-1-00 **17,646.00 0. PAY It I'1 TO CITY OF ARLINGTON, WA THE ORDER OF AUTHORIZED SIGNATURE II'04460911' 1:0 4 40000 3 71: 87L0032211' Acs INDUSTRIES INC. BANK ONE,NA No. 044608 COLUMBUS,OH 43271 ACS" 25-3/440 2151 MOOADORE RD. CHECK DATE CHECK AMOUNT KEN.OHIO 44240 8-1-00 **7347.80 ,.y w.ml ." P !;:::;I Illlr 1. , �1,'1 I R t II I A �IIr II t I� I if I „ PAY . 1.1 I .II. ....,�' llill,.1,1 TO CITY OF ARLINGTON, WA THE ORDER OF AUTHORIZED WUNATURE 11104460811' 1:044000037": 87 LO L73 2 211' r ,` aw F-I -F- n O H ri n p F- b o X m ~�G r- In n (D o z O w I:' G y3 Oz 0 rt F•' " W h it In m cn m O M H• (D m _ 0 a (D CY H H• m2 m aq n w rt N <_ m (D 4 H• rt FJ- m� m ,D H Oq C w N o m rt 'J m rt W O(n :' C7 'L! F+. -( w N rt o w �+D rt H• 0 0 rt -Z a 0 >v � n o' hA ti z o 0 m p FJ• (D >z rt ,'7' aH E rN (D H• (D a d w z rrt OQ � w m z Crt t�i � OGq cm �C G' O 10 (n -A r H. rt n 00 rt m m N w M Zg ... - D' CO 0 H. rt M n rt H• am N� 'a" rt m2 n (D 0' tY *- r k4 xa0rt C z n O :31 m m O VI I H. H M m I H w G G (D �r o k m 0 0 a. H• H• M 0 rt (D Fl 0 z o (rni p W OQ ~ '°O m rt (IQ 10 :j 'd � m� m ti cn Oq w Q% m 2 �C O rcr Ot 'd H. rn a 70 m H. (D (D m 1 m ::rW rat � `C 00 a m (D n H. o(n j =' cr rt rt rt z-4 n (D �4 O' H „D H• n t�: H. w �3 14 n O M Pa (n CDn H.a n O n I ' n m Mx H � (D 0 G Fr n 5 t a 0 CL PV Fl• c" H S o In Ct z F-A H W tt F'• W H• (D rt H• N Oq c m 0 a H (n H w r" Oq Oq H• w rt O O rt (D (D C rt H• z N• C 0 w'( `• rt ZI (D m 2 0� rt m F-h *(n rt n 10 O m r, • w z Q. m o' rt 'CI L7 'C1 y O X Z `C ::rtt+ (D w I r o rt w rt El a z 0 7 (D H• �» 0 (D n M rt w V m O z ] rt '.0 W m m n m ll m 2 rt PV k4 O ::r ( <- 2 w a O m p om m 0 �n Om y t✓ n 'CI D_q tit E 0 � x TD z3 F- H a H• 9s' > FA- rD G m g �o a m n H• >z Oq Oq rt V N rt r y rt (D ty (D 1--' H• - 0 m H. H• w 04 z c) rt (nn OGq W rwt m C H- f' w Ky (D 0 c m 60 'd n a o M zg m rOr n 0 G n "_ (D w a F'• Q' *W (n (n (D H (D r- rt rH aH• I+ OGq Qq QQ m ACS INDUSTRIES INC. -,BANK ONE,NA PMBUS,OH 43271 NO. 044606 Acs- 25-3/440 2151 MOGADORE RD. CHECK DATECHECK AMOUNT KENT,OHIO 44240 8-1-00 **1072.98 PAY . �,.. (gtll�l A TO CITY OF ARLINGTON , WA THE ORDER 7 OF HO IZED SIGNATURE 11'04460611' 1:0 4 40000 3 71: 8710173 2 211' ADS INDUSTRIES INC. BANK ONE,NA COLUMBUS,OH 43271 NO. 044607 ARCS25-3/440 2151 MOGADORE RD. CHECK DATE CHECK AMOUNT KEW,,OHIO 44240 8-1-00 **4.50 PAY TO CITY OF ARLINGTON WA THE ORDER OF H RIZED SIGWTURE N 11004460711' I:0 4 40000 3 71: 8710173 2 211' ACS INDUSTRIES INC. BANK ONE,NA ACS' COLUMBUS,OH 43271 25-3/440 NO. 044605 2151 MOGADORE FID CHECK DATEAMOUNT KENT,OHIO 44240 8-1-00 **4492.50 PAY � 1 �„' 1' 1' dxh 1,.,. fob f': i e, ,,� 1 1'' I.., ,7 L , r I.1 1 I .I.,,I, , ;j! ' a'.,.,. .I.�,I;I��� I';;,II 1U1;Ii� TO CITY OF ARLINGTON, WA THE ORDER , OF )HORIZED SIGNATURE 11004460511' 1:0 4 40000 3 71: 8710173 2 2115 CITY OF ARL. I NGTONI CONST RUOY I ON PE RM I T F}ERM I T NO. 00-41 15 Owner: ACS INDUSTRIES 2151 MOGADORE ROAD KENT 44240 Value of Work: $764,078. 00 Tax ID: 7463-000-013-0000 Phone: 330 678 2511 Describe Work: NEW CONSTRUCTION Proposed Use: OFFICE MANUFACTURING BUILDING Legal Description: Job Address: 19602 60TH AVE Contractor' s Name Type Address License# GEN TOTALS Fee Permit Fee $4, 492.50 Plan Fee $2, 920. 12 Park Mitiggation $7, 347. 80 Surfacewater Devel Fee $15,721. 23 State fee $4.50 f � Traffic Mitigation $17, 646. 00 5IGNATURE: TOTAL FEE...... . ... . . . . .. . $48, 132. 15 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND PAYMENTS.. . . . . . . . . . . . . . . . . $1,847. 14 KNOW THE SAME TO BE TRUE AND COR- RECT ALL PROVISIONS OF LAWS AND TOTAL DUE.. . . . . . . . . . . . . . . . $46,285.01 ORDINANCES GOVERNING THIS TYPE Or WORK WELL BE COMPLIED WITH WHETHER DATE RECEIFT # SF,EC f •�D Hk'?EIN OR NQT. � Z32o ..� �' D BUIL lIN ' F C A Lr_j DD Receipt# BARS # Description Amount 001-322-10-00 Building 001-345-83-00 Plan Check Fees Q o'L c 001-386-00-01 St. Bldg Code Fee 4 150 1/ 001-341-60-00 Copy Fees 001-345-83-11 On-Site review 107-002-344-85-00 Trip Generation �i 107-003-345-85-00 Park Mitigation 103-343-83-00-00 Surface Water Mitigation ✓ 107-006-345-85-00 Arl School Mitigation ' 107-003-345-85-02 County Parks Mitigation 107-006-345-85-00.01 Lakewood School Wig- TOTAL d 5- p FAX N0. 360 435 3906 Jul. 28 2000 01:23PM P3 w ' Memorandum , t City of Arlington Building Department Date: July 27, 2000 To: Joseph-R. Zeno / Bob Willoughby From: Building Department Subject: ACS Building Permit# 00-4115 The following fees will show on your City of Arlington Building Permit# 00-4115 and will need to be paid when you pick up the permit: Permit Fee $4,492.50 Plan Review 2,920 12 State Fee 4.50 — Park Mitigation 7,347 80 Traf r,Mitigation 17,646.00 L.vti're-r` pra'�2 urface Water 15,721.23 " total 13 UILDING DEPT. PERMIT FEES $ 43,132.18 6114100 Plan check fee paid - 1,847.14 Total AMOUNT DUE for Building Dept. Permit $ 469285.04 ,. - - f OCT 2 4 ZOOg MrO.T.C. Materials Testing & Consulting, Inc. 011O AIR�P'ORT'OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST Report#C 9411 CLIENT: ASC Industries, Inc. PROJECT: ACS Industries ADDRESS: 2151 Mogadore Road FILE NO: 000809 Kent, Ohio 44240-0810 DATE CAST: September 13, 2000 Attn: Bob Willoughby DATE RECEIVED: September 14, 2000 PERMIT#: FIELD DATA LOCATION OF PLACEMENT: Slab at lines A—C and 1 - 13 SAMPLED AT: Truck chute CONTRACTOR Sierra Construction SUPPLIER Stanwood Redi Mix QUANTITY PLACED, CU/YD 470 of 595 yds MIX#&PROPORTIONS 6 sk DELIVERY TICKET NO. 51766 CEMENT, lbs. 5682 TRUCK NO. 69 FLYASH, lbs. BATCH TIME. 8:12 WATER, gals. 186 SAMPLE TIME 8:45 FINE AGGREGATE, lbs. 14850 sand SLUMP, inches(ASTM C-143) 6 3/4 COARSE AGGREGATE, lbs. 18790 3/4 AIR CONTENT, %(ASTM C-231) COARSE AGGREGATE, lbs. AIR TEMPERATURE, °F 490 COARSE AGGREGATE, lbs. CONCRETE TEMP, °F(ASTM C-1064) 650 ADMIXTURE, oz./cwt WRD 230 ADMIXTURE, oz./cwt COMPRESSION TEST RESULTS (ASTM C-39) LOG TEST DATE TOTAL LOAD CYLINDER CYLINDER COMPRESSIVE TESTED OBSERVATIONS NO. AGE OF (LBS) DIA. (IN.) AREA STRENGTH BY (DAYS) TEST (SQ.IN.) (PSI) 1785 7 9-20 107,300 6.00 28.27 3800 DG ® Cylinders made by a MTC representative 1786 28 10-11 129,300 6.0 28.27 4570 DG ® Cylinders picked up by a MTC represenlaliv 1787 28 10-11 139,100 6.0 28.27 4920 DG Test results comply with applicable specification. 1788 H Reinforcing steel was visually inspected and ® found to comply with project plans and spec Reinforcing steel does not comply with proje plans and specifications Gallons of water were added Q prior lot 0 after sampling. REQ'D 28 4000 REMARKS: MTC on site as requested for Q.C., sampling and placement of concrete. Concrete was consolidated with A vibrator. Dolby bricks were placed under cables in slab. Informed concrete supplier of high slump and told them to cut Back on water. Set 5 REPORTED BY: Dennis Gorgie, Field Inspector CHECKED BY: Niall Hackett, Technical Director DISTRIBUTION: original: Client cc: City of Arlington cc: cc: cc: cc: A 1 usnlls apply mdy ro anual luc.iliuns and m.uerials luxe&As a ummul protection la clieuls.the public Mud ourselees,all reports arc sobmiued as dm coulideuliul pmperly orelicnls-d aulhorizaliou I'or poblicalioo of statements.conclusions or—racts from ur rc,mrdiug our Iclwils is reserved pcudi.lg om ttriucn aplooll,1. 777 Chrysler Drive - Burlington, WA 98233 - Phone(360)755-1990 - FAX(360)755-1980 Rev 91 oil V.. � •_ � � _ /� it �� � �.. �. �' '� . � I .. . I I M.T.C. Materials Testing & Consulting, Inc. REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST Report#C 9352 CLIENT: ASC Industries, Inc. PROJECT: ACS Industries ADDRESS: 2151 Mogadore Road FILE NO: 000809 Kent, Ohio 44240-0810 DATE CAST: September 13, 2000 Attn: Bob Willoughby DATE RECEIVED: September 14, 2000 PERMIT#: FIELD DATA LOCATION OF PLACEMENT: Slab at lines A—C and 1 - 13 SAMPLED AT: Truck chute CONTRACTOR Sierra Construction SUPPLIER Stanwood Redi Mix QUANTITY PLACED, CU/YD 555 of 595 MIX#&PROPORTIONS 6 sk DELIVERY TICKET NO. 51777 CEMENT, lbs. 5080 TRUCK NO. 18 FLYASH, lbs. BATCH TIME. 9:35 WATER, gals. 168 SAMPLE TIME 10:45 FINE AGGREGATE, lbs. 13410 sand SLUMP, inches(ASTM C-143) 6 COARSE AGGREGATE, lbs. 16880 3/a AIR CONTENT, %(ASTM C-231) COARSE AGGREGATE, Ibs. AIR TEMPERATURE, °F 650 COARSE AGGREGATE, lbs. CONCRETE TEMP, °F(ASTM C-1064) 720 ADMIXTURE, oz./cwt WRD 208 ADMIXTURE, oz./cwt COMPRESSION TEST RESULTS (ASTM C-39) LOG TEST DATE TOTAL LOAD CYLINDER CYLINDER COMPRESSIVE TESTED OBSERVATIONS NO. AGE OF (LBS) DIA. (IN.) AREA STRENGTH BY (DAYS) TEST (SQ.IN.) (PSI) 1789 7 9-20 109,800 6.00 28.27 3880 DG ® Cylinders made by a MTC representative 1790 28 10-11 154,300 6.0 28.27 5460 DG ® Cylinders picked up by a MTC representaliv 1791 28 10-11 153,700 6.0 28.27 5440 DG Test results comply with applicable speclficalion 1792 H ® ed and fo und otolng steel was comply With project)plans antd spec ❑ Reinforcing steel does not comply with proje plans and specifications Gallons of water were added ❑prior to/❑ after sampling. REQ'D 28 4000 REMARKS: MTC on site as requested for Q.C., sampling and placement of concrete. Concrete was consolidated with A vibrator. Dolby bricks were placed under cables in slab. Set 6 AlK REPORTED BY: Dennis Gorgie, Field Inspector CHECKED BY: Niall Hackett, Technical Director DISTRIBUTION: original: Client cc: City of Arlington cc: cc: cc: cc: All "uh,apply only to aew,d k-aimis and materials tested,As a nwnml protection to clients,the poblie and ourselves,all reports arc submiucd us tLe conlideotiul propeny or clienls,and amhorivmioo for publication ofstaremetns.conclusions or mintris from or regnrdio{oor reports is reserved peodiou our-iucu app—al 777 Chrysler Drive • Burlington,WA 98233 • Phone(360)755-1990 • FAX(360)755-1980 Rc%..91 rl _ •r .. �� .. _ —._� _ ..ter �• �-; ....— � _. - -..r�.� — .. pwr � .. ` .. �. _ _ . f •w.•n.•�r� �..w��.i:: � .N���. �• � � � �.Nr��� "� _ — - I��_ — — � .._ .�J. —.r.�i�� r �--r^I...� rT — T'.�y._� .«.rY��._ ... !NSr!�.!�� ^ .. � . � �". _�..�.. .�r��•r i�:r'.`�Yi • — - - .n--r.— — ii�:�-+���.�•.��� ._. •4�.�r� ���.r.. fa _�_r� M.T.C. Materials Testing & Consulting, Inc. REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST Report#C 9410 CLIENT: ASC Industries, Inc. PROJECT: ACS Industries ADDRESS: 2151 Mogadore Road FILE NO: 000809 Kent, Ohio 44240-0810 DATE CAST: September 13, 2000 Attn: Bob Willoughby DATE RECEIVED: September 14, 2000 PERMIT#: FIELD DATA LOCATION OF PLACEMENT: Slab at lines A—C and 1 - 13 SAMPLED AT: Truck chute CONTRACTOR Sierra Construction SUPPLIER Stanwood Redi Mix QUANTITY PLACED,CU/YD 374 of 595 yds MIX#&PROPORTIONS 6 sk DELIVERY TICKET NO. 51751 CEMENT, lbs. 5694 TRUCK NO. 69 FLYASH, lbs. BATCH TIME. 6:34 WATER, gals. 186 SAMPLE TIME 7:45 FINE AGGREGATE, lbs. 13990 sand SLUMP, inches(ASTM C-143) 5 %2" COARSE AGGREGATE, lbs. 18860 3/a" AIR CONTENT, %(ASTM C-231) COARSE AGGREGATE, lbs. AIR TEMPERATURE, °F 480 COARSE AGGREGATE, lbs. CONCRETE TEMP, °F(ASTM C-1064) 640 ADMIXTURE, oz./cwt WRD 230 ADMIXTURE, oz./cwt COMPRESSION TEST RESULTS (ASTM C-39) LOG TEST DATE TOTAL LOAD CYLINDER CYLINDER COMPRESSIVE TESTED OBSERVATIONS NO. AGE OF (LBS) DIA. (IN.) AREA STRENGTH BY (DAYS) TEST (SQ.IN.) (PSI) 1781 7 9-20 112,900 6.00 28.27 3990 DG ® Cylinders made by a MTC representative 1782 28 10- 11 147,000 6.0 28.27 5200 DG ® Cylinders picked up by a MTC represenlativ 1783 28 10-11 142,800 6.0 28.27 5050 DG Test results comply with applicable specification 1784 H ® Reinforcing steel was visually inspected and found to comply with project plans and spec ElReinforcing steel does not comply with proje plans and specifications 1 O Gallons of water were added ❑prior to/❑ alter sampling. REQ'D 28 4000 REMARKS: MTC on site as requested for Q.C., sampling and placement of concrete. Concrete was consolidated with A vibrator. Dolby bricks were placed under cables in slab. I Set 4 REPORTED BY: Dennis Gorgie, Field Inspector CHECKED BY: Niall Hackett, Technical Director' DISTRIBUTION: original: Client cc: City of Arlington cc: cc: cc: cc: All Imnlls apply only to aclu;d lucaliuus anu mamlials msled.A...nnuual prolecliuu to clieuls.the public and ourselves,all repons are subuliucd as the cmdidenliul property orcliculs.and umhon,alion for publicalion ofslalculems.cunehlsions ul esuacls from or regarding our Yepnrlla 1e ,ed peel ling nllr 1\'l illell.Ilipru\al. 777 Chrysler Drive • Burlington,WA 98233 • Phone(360)755-1990 • FAX(360)755-1980 Re, 7/ i 7 I . .. .., it �--.-..���.nr;«•.r—+n�.-ter.-- � �J --�.�� « .�. - - . —:►.- :. •�.�� �.t— __ rf - �—�,^-� �:._..� - « ! 77I A - r rT`z • y M.T.C. Materials Testing & Consulting, Inc. REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST Report#C 9409 CLIENT: ASC Industries, Inc. PROJECT: ACS Industries ADDRESS: 2151 Mogadore Road FILE NO: 000809 Kent, Ohio 44240-0810 DATE CAST: September 13, 2000 Attn: Bob Willoughby DATE RECEIVED: September 14, 2000 PERMIT#: FIELD DATA LOCATION OF PLACEMENT: Slab at lines A—C and 1 - 13 SAMPLED AT: Truck chute CONTRACTOR Sierra Construction SUPPLIER Stanwood Redi Mix QUANTITY PLACED,CU/YD 274 of 595 yds MIX#&PROPORTIONS 6 sk DELIVERY TICKET NO. 51741 CEMENT, lbs. 5248 TRUCK NO. 17 FLYASH, lbs. BATCH TIME. 5:43 WATER, gals. 168 SAMPLE TIME 6:25 FINE AGGREGATE, lbs. 13420 sand SLUMP, inches(ASTM C-143) 5 1/4" COARSE AGGREGATE, Ibs. 16870 3/4" AIR CONTENT, %(ASTM C-231) COARSE AGGREGATE, lbs. AIR TEMPERATURE. °F 480 COARSE AGGREGATE, lbs. CONCRETE TEMP, °F(ASTM C-1064) 640 ADMIXTURE, oz./cwt WRD 208 ADMIXTURE, oz./cwt COMPRESSION TEST RESULTS(ASTM C-39) LOG TEST DATE TOTAL LOAD CYLINDER CYLINDER COMPRESSIVE TESTED OBSERVATIONS NO. AGE OF (LBS) DIA. (IN.) AREA STRENGTH BY (DAYS) TEST (SQ.IN.) (PSI) 1777 7 9-20 102,200 6.00 28.27 3650 DG ® Cylinders made by a MTC representative 1778 28 10-11 130,600 6.0 28.27 4620 DG ® Cylinders picked up by a MTC representaliv 1779 28 10-11 137,100 6.0 28.27 4850 DG Test results comply with applicable specification 1780 H ® found tolng comply with as visuallysect PY inspected and foundlans and spec � ❑ Reinforcing sleW doeS not comply with proje plans and specllkelims 8 Gallons of water were added ❑Prior to/❑ — after sampling. REQ'D 28 4000 REMARKS: MTC on site as requested for Q.C., sampling and placement of concrete. Concrete was consolidated with A vibrator. Dolby bricks were placed under cables in slab. I Set 3 REPORTED BY: Dennis Gorgie, Field Inspector CHECKED BY: Niall Hackett, Technical Director 1" DISTRIBUTION: original: Client cc: City of Arlington cc: cc: cc: cc: All Ic,uhs apply mdy to acm+d lucminue.wd w;ne�ials 1.1 d. As i inuhml prolcelion to clicuts.the public-d ourselves.all reporls uresubnlilicd as the coididenliul property ofclienls.and umhorizalion for publicwioo orsiateluenm couclnsionsorem—u fronr orregardingour i cpuils is—C'r,cd pending oor'roan appro,A. 777 Chrysler Drive • Burlington, WA 98233 a Phone(360)755-1990 • FAX(360)755-1980 Ree.91 _ I ` ` r I ' i= - :.....0••ram.��....� r. - - - -.- - - - - • � . • �• - - I • _ - .. . 1 L I - • 11 11; .I 'r •9 I r I. 1 . . Y�_ :h5y I M.T.C. Materials Testing & Consulting, Inc. REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST Report#C 9351 CLIENT: ASC Industries, Inc. PROJECT: ACS Industries ADDRESS: 2151 Mogadore Road FILE NO: 000809 Kent, Ohio 44240-0810 DATE CAST: September 13, 2000 Attn: Bob Willoughby DATE RECEIVED: September 14, 2000 PERMIT#: FIELD DATA LOCATION OF PLACEMENT: Slab at lines A—C and 1 - 13 SAMPLED AT: Truck chute CONTRACTOR Sierra Construction SUPPLIER Stanwood Redi Mix QUANTITY PLACED,CU/YD 177 of 595 yds MIX#&PROPORTIONS 6 sk DELIVERY TICKET NO. 51731 CEMENT, lbs. 5738 TRUCK NO. 78 FLYASH, lbs. BATCH TIME. 4:42 WATER, gals. 186 SAMPLE TIME 5:45 FINE AGGREGATE, lbs. 14770 sand SLUMP, inches(ASTM C-143) 5 1/;' COARSE AGGREGATE, lbs. 18820 3/a' AIR CONTENT, %(ASTM C-231) COARSE AGGREGATE, lbs. AIR TEMPERATURE, °F 480 COARSE AGGREGATE, lbs. CONCRETE TEMP, -F(ASTM C-1064) 640 ADMIXTURE, oz./cwt WRD 230 ADMIXTURE, oz./cwt COMPRESSION TEST RESULTS (ASTM C-39) LOG TEST DATE TOTAL LOAD CYLINDER CYLINDER COMPRESSIVE TESTED OBSERVATIONS NO. AGE OF (LBS) DIA. (IN.) AREA STRENGTH BY (DAYS) TEST (SQ.IN.) (PSI) 1773 7 9-20 119,200 6.00 28.27 4220 DG ® Cylinders made by a MTC representative 1774 28 10-11 148,900 6.0 28.27 5270 DG ® Cylinders picked up by a MTC represenlaliv 1775 28 10-11 143,400 6.0 28.27 5070 DG Test results comply with applicable specification 1776 H ® Reinforcing steel was visually inspected and found to comply with project plans and spec Reinforcing steel does not comply with proje plans and specifications 1 O Gallons of water were added ❑prior to/❑ REQ'D 28 4000 after sampling. REMARKS: MTC on site as requested for Q.C., sampling and placement of concrete. Concrete was consolidated with A vibrator. Dolby bricks were placed under cables in slab. I Set 2 REPORTED BY: Dennis Gorgie, Field Inspector CHECKED BY: Niall Hackett, Technical Directo DISTRIBUTION: original: Client cc: City of Arlington cc: cc: cc: cc: .AII icsnllI apply only to..dual local iuus,md nlmei ials 1,5I,,].A:a utulaaI protatiml to clicuu.Ill,public and ourselves.all icpons arc subwiIId ns the cunlideutiul pmperty orcIicnis.and authorizaliou for publication or st;neutents.cuuclnsiuns or e.=aels boil or regarding oar I epuns is reso ved pcudiag uw to iu el.1 pmv;d. 777 Chrysler Drive • Burlington, WA 98233 • Phone(360)755-1990 • FAX(360)755-1980 11":W • - I _ I 1 __ . 6• -• � 1I _ _ �•• _ 11.1 • � 11 . 7.7J .I 7 •1 11 I_ �YI � M.T.C. Materials Testing & Consulting, Inc. REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST Report#C 9350 CLIENT: ASC Industries, Inc. PROJECT: ACS Industries ADDRESS: 2151 Mogadore Road FILE NO: 000809 Kent, Ohio 44240-0810 DATE CAST: September 13, 2000 Attn: Bob Willoughby DATE RECEIVED: September 14, 2000 PERMIT#: FIELD DATA LOCATION OF PLACEMENT: Slab at lines A—C and 1 - 13 SAMPLED AT: Truck chute CONTRACTOR Sierra Construction SUPPLIER Stanwood Redi Mix QUANTITY PLACED, CU/YD 80 of 595 yds MIX#&PROPORTIONS 6 sk DELIVERY TICKET NO. 51721 CEMENT, lbs. 5722 TRUCK NO. 69 FLYASH, lbs. BATCH TIME. 3:54 am WATER, gals. 186 SAMPLE TIME 4:45 am FINE AGGREGATE, lbs. 14900 sand SLUMP, inches(ASTM C-143) 5 COARSE AGGREGATE, lbs. 18760 3/ar AIR CONTENT, %(ASTM C-231) COARSE AGGREGATE, lbs. AIR TEMPERATURE, -F 480 COARSE AGGREGATE, lbs. CONCRETE TEMP, °F(ASTM C-1064) 620 ADMIXTURE, oz./cwt WRD 230 ADMIXTURE, oz./cwt COMPRESSION TEST RESULTS (ASTM C-39) LOG TEST DATE TOTAL LOAD CYLINDER CYLINDER COMPRESSIVE TESTED OBSERVATIONS NO. AGE OF (LBS) DIA. (IN.) AREA STRENGTH BY (DAYS) TEST (SQ.IN.) (PSI) 1769 7 9-20 127,400 6.00 28.27 4510 DG ® Cylinders made by a MTC representative 1770 28 10-11 148,500 6.0 28.27 5250 DG ® Cylinders picked up by a MTC representaliv 1771 28 10-11 151,100 6.0 28.27 5340 DG Test results comply with applicable specifiption 1 772 H ® Reinforcing steel was visually inspected and found to comply with project plans and spec ElReinforcing steel does not comply with proje plans and specifications 10 GaAons of water were added ❑prior to/❑ — alter sampling. REQ'D 28 4000 REMARKS: MTC on site as requested for Q.C., sampling and placement of concrete. Concrete was consolidated with A vibrator. Dolby bricks were placed under cables in slab. I Set 1 It REPORTED BY: Dennis Gorgie, Field Inspector CHECKED BY: Niall Hackett, Technical Director DISTRIBUTION: original: Client cc: City of Arlington cc: cc: cc: cc: .all i-ill apply only iu actual locatimo and umim ials tested. .ds a mutual protection to clicuu,the public:wd uursclecs.all reports are sobmiucd as the cunlidewinl property orclienu.and anlhorirdion lb,pulifta ion orst.d vtems cu uela;imis III e�trncis(rout or regarding onr rcpurts is.—Ved peudiugout p,iucu aplooral 777 Chrysler Drive • Burlington, WA 98233 • Phone(360)755-1990 . FAX(360)755-1980 Raw.91 i M.T.C. � I Materials Testing & Consulting, Inc. REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST CT 5 2000 CLIENT: ASC Industries, Inc. PROJECT: ACS IndustrieINWFOAWwaN ADDRESS: 2151 Mogadore Road FILE NO: 000809 Kent, Ohio 44240-0810 DATE CAST: August 31, 2000 Attn: Bob Willoughby DATE RECEIVED: September 1, 2000 PERMIT#: FIELD DATA LOCATION OF PLACEMENT: Footings for loading dock pit levers at line B.2 to 3 SAMPLED AT: Truck chute CONTRACTOR Sierra Construction SUPPLIER Stanwood Redi Mix QUANTITY PLACED,CU/YD 2 of 4 MIX#&PROPORTIONS DELIVERY TICKET NO, 51380 CEMENT, lbs. 2218 TRUCK NO. 72 FLYASH, lbs. BATCH TIME. 10:50 WATER, gals. 60 SAMPLE TIME 11:40 FINE AGGREGATE, lbs. 6160 SLUMP, inches(ASTM C-143) 4 '/4 COARSE AGGREGATE, lbs. 7610 AIR CONTENT, %(ASTM C-231) COARSE AGGREGATE, Ibs. AIR TEMPERATURE, °F 57 COARSE AGGREGATE, lbs. CONCRETE TEMP, °F(ASTM C-1064) 69 ADMIXTURE, oz./cwt WRD 96 ADMIXTURE, oz./cwt COMPRESSION TEST RESULTS (ASTM C-39) LOG TEST DATE TOTAL LOAD CYLINDER CYLINDER COMPRESSIVE TESTED OBSERVATIONS NO. AGE OF (LBS) DIA. (IN.) AREA STRENGTH BY (DAYS) TEST (SQ.IN.) (PSI) 1642 7 9-7 132,900 6.00 28.27 4700 SB ® Cylinders made by a MTC representative 1643 28 9-28 172,100 6.0 28.27 6090 DG ® Cylinders picked up by a MTC representativ 1644 28 9-28 167,600 6.0 28.27 5930 DG Test results comply with applicable speciTicalion 1645 H ® Reinforcing steel was visually inspected and found to comply with project plans and spec Reinforcing steel does not comply with proje plans and specifications Gallons of water were added ❑prior to/❑ after sampling. REQ'D 28 3000 REMARKS: MTC is on site as requested for QC sampling and placement of concrete. Concrete was consolidated In forms with vibrator. REPORTED BY: Dennis Gorgei, Field Inspector CHECKED BY: Niall Hackett, Technical Director DISTRIBUTION: original: Client cc: City of Arlington cc: cc: cc: cc: All-,,a apply ou ly locati is nod worm iuls Icsled. As a mutual pwtectiou Io el ienls,the public and outselres.all Icporls we subwided.is the coolidcntial properly ol'clienls,and authorization for publication ul'sl:aewculs.cwtchisious or ez11,10,Prow oncearding our i sports is reserved pending our tt i incn eppun al. 777 Chrysler Drive • Burlington, WA 98233 • Phone(360)755-1990 • FAX(360)755-1980 lieu 91 s r M.T.C. Materials Testing & Consulting, Inc. REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST Report#C CLIENT: ASC Industries, Inc. PROJECT: ACS Industries ADDRESS: 2151 Mogadore Road FILE NO: 000809 Kent, Ohio 44240-0810 DATE CAST: September 13, E2000 Attn: Bob Willoughby DATE RECEIVED: September 14, PERMIT#: FIELD DATA LOCATION OF PLACEMENT: Slab at lines A—C and 1 - 13 SAMPLED AT: Truck chute CONTRACTOR Sierra Construction SUPPLIER Stanwood Redi Mix QUANTITY PLACED,CU/YD 80 of 595 yds MIX#&PROPORTIONS 6 sk DELIVERY TICKET NO. 51721 11: `l. CEMENT, lbs. 5722 TRUCK NO. 69 I �7 l lip L�'ASH, lbs. BATCH TIME. 3:54 am kTER, gals. 186 SAMPLE TIME 4:45 am ! ._ E AGGREGATE, lbs. 14900 sand � SLUMP, inches(ASTM C-143) 5 Z 2000 L GAIRSE AGGREGATE, lbs. 18760 %° AIR CONTENT, %(ASTM C-231) C ARSE AGGREGATE, lbs. AIR TEMPERATURE, °F 480 5 ARSE AGGREGATE, lbs. CONCRETE TEMP, °F(ASTM C-1064) 620 ,jam ,,_,�" ,N�- ~� C oz./cwt - WRD 230 ADMIXTURE, oz./cwt COMPRESSION TEST RESULTS(ASTM C-39) LOG TEST DATE TOTAL LOAD CYLINDER CYLINDER COMPRESSIVE TESTED OBSERVATIONS NO. AGE OF (LBS) DIA. (IN.) AREA STRENGTH BY (DAYS) TEST (SQ.IN.) (PSI) 1769 7 9-20 127,400 6.00 28.27 4510 DG ® Cylinders made by a MTC representative 1770 28 10-11 ® Cylinders picked up by a MTC representative 1771 28 10-11 ❑ Test results comply with applicable specification 1772 H ® Reinforcing steel was visually inspected and found to comply with project plans and spec: Reinforcing steel does not comply with projet plans and specifications 10 after sampling.Gallons of water were added ❑prior to/❑ REQ'D 28 4000 REMARKS: MTC on site as requested for Q.C., sampling and placement of concrete. Concrete was consolidated with A vibrator. Dolby bricks were placed under cables in slab. I Set 1 REPORTED BY: Dennis Gorgie, Field Inspector CHECKED BY: Niall Hackett, Technical Director' DISTRIBUTION: original: Client cc: City of Arlington cc: cc: cc: cc: All mulls Apply only to Want localions and materials Iesled.As a n utual protection to clients,the public and ourselves,all report m s e submitted as the conRdemial properly orcli�mis,and aulhorizulion lbr publication Ofslalemcnls,conclusions or eatracls Irom or regarding our reports is resod pending our written approval. 777 Chrysler Drive • Burlington,WA 98233 • Phone(360)755-1990 • FAX(360)755-1980 R�9P { � . .._ f��" ' � -- M.T.C. Materials Testing & Consulting, Inc. REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST Report#C 9351 CLIENT: ASC Industries, Inc. PROJECT: ACS Industries ADDRESS: 2151 Mogadore Road FILE NO: 000809 Kent, Ohio 44240-0810 DATE CAST: September 13, 2000 Attn: Bob Willoughby DATE RECEIVED: September 14, 2000 PERMIT#: FIELD DATA LOCATION OF PLACEMENT: Slab at lines A—C and 1 - 13 SAMPLED AT: Truck chute CONTRACTOR Sierra Construction SUPPLIER Stanwood Redi Mix QUANTITY PLACED,CU/YD 177 of 595 yds MIX#&PROPORTIONS 6 sk DELIVERY TICKET NO. 51731 CEMENT, lbs. 5738 TRUCK NO. 78 FLYASH, lbs. BATCH TIME. 4:42 WATER, gals. 186 SAMPLE TIME 5:45 FINE AGGREGATE, lbs. 14770 sand SLUMP, inches(ASTM C-143) 5 1/" COARSE AGGREGATE, lbs. 18820 :Y4" AIR CONTENT, %(ASTM C-231) COARSE AGGREGATE, lbs. AIR TEMPERATURE, IF 480 COARSE AGGREGATE, lbs. CONCRETE TEMP, °F(ASTM C-1064) 640 ADMIXTURE, oz./cwt WRD 230 ADMIXTURE, oz./cwt COMPRESSION TEST RESULTS (ASTM C-39) LOG TEST DATE TOTAL LOAD CYLINDER CYLINDER COMPRESSIVE TESTED OBSERVATIONS NO. AGE OF (LBS) DIA. (IN.) AREA STRENGTH BY (DAYS) TEST (SQ.IN.) (PSI) 1773 7 9-20 119,200 6.00 28.27 4220 DG ® Cylinders made by a MTC representative 1774 28 10-11 ® Cylinders picked up by a MTC representative 1775 28 10-11 El Test results comply with applicable specification 1776 H ® Reinforcing steel was visually inspected and found to comply with project plans and space Reinforcing steel does not comply with projel plans and specifications 1 Q Gallons of water were added 0 prior to/❑ — after samptlng. REQ'D 28 4000 REMARKS: MTC on site as requested for Q.C., sampling and placement of concrete. Concrete was consolidated with A vibrator. Dolby bricks were placed under cables in slab. I Set 2 l - REPORTED BY: Dennis Gorgie, Field Inspector CHECKED BY: Niall Hackett, Technical Director lk� DISTRIBUTION: original: Client cc: City of Arlington cc: cc: cc: cc: All mulls apply ooly no wauat locnlions and materials tested.As a annual pmlenion to clients,the public and ourselves,all reports are ubmiltal as the confidenliel properly orclienls,and authorization for publication of slalculmis,conclusions or extmcla Wit or ngaaling our reports is reserva 1.pending on written upproval. 777 Chrysler Drive • Burlington,WA 98233 • Phone(360)755-1990 . FAX(360)755-1980 Rev.9P 1 1 1 1 � � •'• 1 - ,� - � � l 1 � .'I '1 I 1 • - _ _ I• � . . - � _ _ . " - �I - - r. - - - - 1 - - - _ 1 _ 1 1 :�i = ' ' M.T.C. , Materials Testing & Consulting, Inc. REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST Report#C 9409 CLIENT: ASC Industries, Inc. PROJECT: ACS Industries ADDRESS: 2151 Mogadore Road FILE NO: 000809 Kent, Ohio 44240-0810 DATE CAST: September 13, 2000 Attn: Bob Willoughby DATE RECEIVED: September 14, 2000 PERMIT#: FIELD DATA LOCATION OF PLACEMENT: Slab at lines A—C and 1 - 13 SAMPLED AT: Truck chute CONTRACTOR Sierra Construction SUPPLIER Stanwood Redi Mix QUANTITY PLACED,CU/YD 274 of 595 yds MIX#&PROPORTIONS 6 sk DELIVERY TICKET NO. 51741 CEMENT, lbs. 5248 TRUCK NO. 17 FLYASH, Ibs. BATCH TIME. 5:43 WATER, gals. 168 SAMPLE TIME 6:25 FINE AGGREGATE, lbs. 13420 sand SLUMP, inches(ASTM C-143) 5 1/" COARSE AGGREGATE, lbs. 16870 3/a AIR CONTENT, %(ASTM C-231) COARSE AGGREGATE, lbs. AIR TEMPERATURE, °F 480 COARSE AGGREGATE, lbs. CONCRETE TEMP, eF(ASTM C-1064) 640 ADMIXTURE, oz./cwt WRD 208 ADMIXTURE, oz./cwt COMPRESSION TEST RESULTS (ASTM C-39) LOG TEST DATE TOTAL LOAD CYLINDER CYLINDER COMPRESSIVE TESTED OBSERVATIONS NO. AGE OF (LBS) DIA. (IN.) AREA STRENGTH BY (DAYS) TEST (SQ.IN.) (PSI) 1777 7 9-20 102,200 6.00 28.27 3650 DG ® Cylinders made by a MTC representative 1778 28 10-11 ® Cylinders picked up by a MTC representative 1779 28 10-11 Test results comply with applicable specification Reinforc 1780 H ® y inspected and round tolccomply with project ng steel was l plans and spec-. Reinforcing steel does not comply with projel plans and specifications 8 Gallons of water were added ❑prior to/❑ REQ'D 28 after sampling. 4000 REMARKS: MTC on site as requested for Q.C., sampling and placement of concrete. Concrete was consolidated with A vibrator. Dolby bricks were placed under cables in slab. I Set 3 REPORTED BY: Dennis Gorgie, Field Inspector CHECKED BY: Niall Hackett, Technical Direct:A— DISTRIBUTION: original: Client cc: City of Arlington cc: cc: cc: cc: All mulls apply only to nclual locations and maleriabs tested.Aa a mutual proleldion to clients,the public and ouradvea,all rayons are submitted na the con ideldiab property orchenls,and aulhuriznlion for publication of stalCarents,conclusions or extracts from or regarding am reports is reserved pending our wrillen approval. 777 Chrysler Drive e Burlington,WA 98233 • Phone(360)755-1990 • FAX(360)755-1980 R v.9P I 4 i_ I �� .1 I �� • I I ' 1 �� - I " � t 1 �� I .I P� 1 .� 1 - - - M.T.C. Materials Testing & Consulting, Inc. REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST CLIENT: ASC Industries, Inc. PROJECT: ACS Industries Report#C 9410 ADDRESS: 2151 Mogadore Road FILE NO: 000809 Kent, Ohio 44240-0810 DATE CAST: September 13, 2000 Attn: Bob Willoughby DATE RECEIVED: September 14, 2000 PERMIT#: FIELD DATA LOCATION OF PLACEMENT: Slab at lines A—C and 1 - 13 SAMPLED AT: Truck chute CONTRACTOR Sierra Construction SUPPLIER Stanwood Redi Mix QUANTITY PLACED,CU/YD 374 of 595 yds MIX#&PROPORTIONS 6 sk DELIVERY TICKET NO. 51751 CEMENT, lbs. 5694 TRUCK NO. 69 FLYASH, lbs. BATCH TIME. 6:34 WATER, gals. 186 SAMPLE TIME 7:45 FINE AGGREGATE, lbs. 13990 sand SLUMP, inches(ASTM C-143) 5 1/z" COARSE AGGREGATE, lbs. 18860 Y," AIR CONTENT, %(ASTM C-231) COARSE AGGREGATE, lbs. AIR TEMPERATURE, eF 480 COARSE AGGREGATE, lbs. CONCRETE TEMP, °F(ASTM C-1064) 640 ADMIXTURE, oz./cwt WRD 230 ADMIXTURE, oz./cwt COMPRESSION TEST RESULTS (ASTM C-39) LOG TEST DATE TOTAL LOAD CYLINDER CYLINDER COMPRESSIVE TESTED OBSERVATIONS NO. AGE OF (LBS) DIA. (IN.) AREA STRENGTH BY (DAYS) TEST (SQ.IN.) (PSI) 1781 7 9-20 112,900 6.00 28.27 3990 DG ® Cylinders made by a MTC representative 1782 28 10-11 ® Cylinders picked up by a MTC represenlativE 1783 28 10-11 Test results comply with applicable Specification 1784 H ® ounfdOtocicomplysteel was visually project plans anted and d s ece aY P 1 P P Reinforcing steel does not comply with projel plans and specifications 1 O Gallons of water were added ❑prior to/❑ after sampling. ling.28 4000 REMARKS: MTC on site as requested for Q.C., sampling and placement of concrete. Concrete was consolidated with A vibrator. Dolby bricks were placed under cables in slab. I Set 4 �" REPORTED BY: Dennis Gorgie, Field Inspector CHECKED BY: Niall Hackett, Technical Director DISTRIBUTION: original: Client cc: City of Arlington cc: cc: cc: cc: All mulls apply only to actual locutions and materials lasted.Asa mutual pmlmlinn to cliuds,the public and ourselves,all reports are submilled as the conlidentiul propetly arclicnts,and oulhorirnlion for publication orslnlemrnts,conclusions or extracts from or regarding our reports is reserved fielding our wrillrn approval. 777 Chrysler Drive • Burlington,WA 98233 • Phone(360)755-1990 • FAX(360)755-1980 Rev.9/. W •_ _ 1 - _ �� �-1 1 � _ , . - - 1 - 1 11 1 1 - 1 1 • � 1 � • _ 1 1 � � � � •• _ _ 1 J! � _ 1 ;� it � � _ 7 •1: N_ - � -� L � � y. • 1 ► • - - _ - , M.T.C. Materials Testing & Consulting, Inc. REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST CLIENT: ASC Industries, Inc. PROJECT: ACS Industries Report#C 9411 ADDRESS: 2151 Mogadore Road FILE NO: 000809 Kent, Ohio 44240-0810 DATE CAST: September 13, 2000 Attn: Bob Willoughby DATE RECEIVED: September 14, 2000 PERMIT#: FIELD DATA LOCATION OF PLACEMENT: Slab at lines A—C and 1 - 13 SAMPLED AT: Truck chute CONTRACTOR Sierra Construction SUPPLIER Stanwood Redi Mix QUANTITY PLACED,CU/YD 470 of 595 yds MIX#&PROPORTIONS 6 sk DELIVERY TICKET NO. 51766 CEMENT, lbs. 5682 TRUCK NO. 69 FLYASH, lbs. BATCH TIME. 8:12 WATER, gals. 186 SAMPLE TIME 8:45 FINE AGGREGATE, lbs. 1485.0 sand SLUMP, inches(ASTM C-143) 6 3/ COARSE AGGREGATE, lbs. 18790 3/ AIR CONTENT, %(ASTM C-231) COARSE AGGREGATE, lbs. AIR TEMPERATURE, °F 490 COARSE AGGREGATE, lbs. CONCRETE TEMP, aF(ASTM C-1064) 650 ADMIXTURE, oz./cwt WRD 230 ADMIXTURE, oz./cwt COMPRESSION TEST RESULTS (ASTM C-39) LOG TEST DATE TOTAL LOAD CYLINDER CYLINDER COMPRESSIVE TESTED OBSERVATIONS NO. AGE OF (LBS) DIA. (IN.) AREA STRENGTH BY (DAYS) TEST (SQ.IN.) (PSI) 1785 7 9-20 107,300 6.00 28.27 3800 DG ® Cylinders made by a MTC representative 1786 28 10-11 ® Cylinders picked up by a MTC representalive 1787 28 10-11 Test results comply with applicable specification 1788 H ® found Reinforcing complysteel with visually inspected and to project plans and spec^ Reinforcing steel does not comply with projet plans and specifications Gallons of water were added ❑prior to/❑ after sampling. REQ'D 28 4000 REMARKS: MTC on site as requested for Q.C., sampling and placement of concrete. Concrete was consolidated with A vibrator. Dolby bricks were placed under cables in slab. Informed concrete supplier of high slump and told them to cut Back on water. Set 5 REPORTED BY: Dennis Gorgie, Field Inspector CHECKED BY: Niall Hackett, Technical Director DISTRIBUTION: original: Client cc: City of Arlington cc: cc: cc: cc: All mulls apply only to oclual laaliom and mnlerints tested As a roulual protalion to clients,the public and ourselves,all sports are subroiltW m the conlidenlial property orclicnls,and nulhori ntion rorpublicalion of slaleroenls,conclusions or enlrucls from or regarding our reports is--alprnding our wrillw approval. 777 Chrysler Drive • Burlington,WA 98233 • Phone(360)755-1990 • FAX(360)755-t980 Rev.9P . � _ . � i - •. • .- i _. i . .. _. s :K� .��' i r *: - � ' - _ ` _ � y �. • - •r i � _ , _ � _ i i I i .. � �, �� i _ - -.. ��i. - ry �� . I - - ,« _ - - .. .- _ - .� M.T.C. Materials Testing & Consulting, Inc. REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST CLIENT: ASC Industries, Inc. PROJECT: ACS Industries Report#C 9352 ADDRESS: 2151 Mogadore Road FILE NO: 060809 Kent, Ohio 44240-0810 DATE CAST: September 13, 2000 Attn: Bob Willoughby DATE RECEIVED: September 14, 2000 PERMIT#: FIELD DATA LOCATION OF PLACEMENT: Slab at lines A—C and 1 - 13 SAMPLED AT: Truck chute CONTRACTOR Sierra Construction SUPPLIER Stanwood Redi Mix QUANTITY PLACED,CU/YD 555 of 595 MIX#&PROPORTIONS 6 Sk DELIVERY TICKET NO. 51777 CEMENT, lbs. 5080 TRUCK NO. 18 FLYASH, lbs. BATCH TIME. 9:35 WATER, gals. 168 SAMPLE TIME 10:45 FINE AGGREGATE, lbs. 13410 sand SLUMP, inches(ASTM C-143) 6 COARSE AGGREGATE, lbs. 16880 3/4 AIR CONTENT, %(ASTM C-231) COARSE AGGREGATE, lbs. AIR TEMPERATURE, °F 650 COARSE AGGREGATE, lbs. CONCRETE TEMP, °F(ASTM C-1064) 720 ADMIXTURE, oz./cwt WRD 208 ADMIXTURE, oz./cwt COMPRESSION TEST RESULTS(ASTM C-39) LOG TEST DATE TOTAL LOAD CYLINDER CYLINDER COMPRESSIVE TESTED OBSERVATIONS NO. AGE OF (LBS) DIA. (IN.) AREA STRENGTH BY (DAYS) TEST (SQ.IN.) (PSI) 1789 7 9-20 109,800 6.00 28.27 3880 DG ® Cylinders made by a MTC representative 1790 28 10-11 ® Cylinders picked up by a MTC represenlalive 1791 28 10-11 Test results comply with applicable specification 1792 H ® Reinforcing steel was visually inspected and found to comply with project plans and specs Reinforcing steel does not comply with projel plans and specifications Gallons of water were added ❑prior to/❑ REQ'D 28 4000 after sampling. REMARKS: MTC on site as requested for Q.C., sampling and placement of concrete. Concrete was consolidated with A vibrator. Dolby bricks were placed under cables in slab. Set 6 REPORTED BY: Dennis Gorgie, Field Inspector CHECKED BY: Niall Hackett, Technical Director DISTRIBUTION: original: Client cc: City of Arlington cc: cc: cc: cc: All ri.cla,,,pills oid•:T,,.dual Lx,�(um+"o,,l wal tiuls laled.Asa irmh ul pmlwion la clines,The public and ourselves,all reports are submillu(m the confidenlial pmperly ofelirnls,acid aulhorizolion forpublicnlion ofslalempus,conclusions or eauncls fmm or ngarthug our n7n r ,c 01w 4mgourwnu,n aRpn,val. 777 Chrysler Drive • Burlington,WA 98233 • Phone(360)755-1990 • FAX(360)755-1980 Rev.91. I cr. _.� r� — — I c. ��- v I ... — i 'f 1 I „ r - - I . I • - 1 - . 11 I . I • _ • �.r- � •i_ _ I • I - • • • I • - � • I _, - I` ' I LI � II ,l w. M.T.C. r Materials Testing & Consulting, Inc. REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST Report#C 9156 CLIENT: ASC Industries, Inc. PROJECT: ACS Industries ADDRESS: 2151 Mogadore Road FILE NO: 000809 Kent, Ohio 44240-0810 DATE CAST: August 24, 2000 Attn: Bob Willoughby DATE RECEIVED: August 25, 2000 PERMIT#: FIELD DATA LOCATION OF PLACEMENT: Retaining wall at loading dock area. SAMPLED AT: End of truck chute middle 1/3 of load CONTRACTOR Sierra Construction SUPPLIER Stanwood Redi Mix QUANTITY PLACED, CU/YD 9 of 14 MIX#&PROPORTIONS 1004 6 sk DELIVERY TICKET NO. 51 174 CEMENT, lbs. TRUCK NO. 15 FLYASH, lbs. BATCH TIME. 2:40 WATER, gals. SAMPLE TIME 3:40 FINE AGGREGATE, lbs. SLUMP, inches(ASTM C-143) 4.5 COARSE AGGREGATE, lbs. AIR CONTENT, %(ASTM C-231) N/A COARSE AGGREGATE, lbs. AIR TEMPERATURE, aF 78 COARSE AGGREGATE, lbs. CONCRETE TEMP, aF(ASTM C-1064) 74 ADMIXTURE, oz./cwt ADMIXTURE, oz./cwt COMPRESSION TEST RESULTS (ASTM C-39) LOG TEST DATE TOTAL LOAD CYLINDER CYLINDER COMPRESSIVE TESTED OBSERVATIONS NO. AGE OF (LBS) DIA. (IN.) AREA STRENGTH BY (DAYS) TEST (SQ.IN.) (PSI) 1453 7 8-31 105,800 6.00 28.27 3740 DG ® Cylinders made by a MTC representative 1454 28 9-21 158,500 6.0 28.27 5610 DG ® Cylinders picked up by a MTC representaliv 1455 28 9-21 149,800 6.0 28.27 5300 DG Test results comply with applicable speci8calion 1456 H ® Reinforcing steel was visually inspected and found to comply with project plans and spec Reinforcing steel does not comply with prole plans and specifications Gallons of water were added ❑prior to/❑ after sampling. RE Q'D 28 3000 REMARKS: MTC is on site as requested for QC sampling and monitoring during placement of concrete. Concrete was placed Via truck chute and internally vibrated for consolidation. Second truck double dosed with WRDA and unloaded in 115 Minutes. Also observed plow line cable poured into plinths at retaining wall. REPORTED BY: Kevin Sapp, Field Inspector CHECKED BY: Niall Hackett, Technical Director la DISTRIBUTION: original: Client cc: City of Arlington cc: cc: cc: cc: All rtsulls apply only to;¢and Inc,lions.md ulaloials jested.As a mutual prolecliou to clients.the public omd ourselves,all reports are submiucd;is the coulidealial prapeny orelicuts.:utd authorization lot publication orstmemcuts,conclusions or estiacts lioin or regardingauf .epmts is reserved pcuding ourwivar.ipprotal. 777 Chrysler Drive • Burlington,WA 98233 • Phone(360)755-1990 • FAX(360)755-1980 Rev.'U +' • t - _ � � _ _ _ . . � � � __ � � � - - ,: _ _ � - , . � - - :11 � i., �: i M.T.C. Materials Testing & Consulting, Inc. REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST CLIENT: ASC Industries, Inc. PROJECT: ACS Industries Report#C8729 ADDRESS: 2151 Mogadore Road FILE NO: 000809 Kent, Ohio 44240-0810 DATE CAST August 22, 2000 Attn: Bob Willoughby DATE RECEIVED: August 23, 2000 PERMIT#: FIELD DATA LOCATION OF PLACEMENT: Step footings—B1 to B2, B5.5 to B6 SAMPLED AT: End of chute CONTRACTOR Sierra Construction SUPPLIER Stanwood Redi Mix QUANTITY PLACED, CU/YD 3.0 MIX#&PROPORTIONS 1004 N DELIVERY TICKET NO, 51067 CEMENT, lbs. 588 TRUCK NO. 71 FLYASH, lbs. BATCH TIME. 1 1:48 WATER, gals. 24 SAMPLE TIME 12:35 FINE AGGREGATE, lbs. 1405 SLUMP, inches(ASTM C-143) 3 3/4 COARSE AGGREGATE, lbs. 1873 AIR CONTENT, %(ASTM C-231) N/A COARSE AGGREGATE, lbs. AIR TEMPERATURE, °F 76 COARSE AGGREGATE, lbs. CONCRETE TEMP, °F(ASTM C-1064) 76 ADMIXTURE, oz./cwt ADMIXTURE, oz./cwt COMPRESSION TEST RESULTS (ASTM C-39) LOG TEST DATE TOTAL LOAD CYLINDER CYLINDER COMPRESSIVE TESTED OBSERVATIONS NO. AGE OF (LBS) DIA. (IN.) AREA STRENGTH BY (DAYS) TEST (SQ.IN.) (PSI) 1404 7 8-29 107,400 6.00 28.27 3800 DG ® Cylinders made by a MTC representative 1405 28 9-19 153,500 6.0 28.27 5430 DB ® Cylinders picked up by a MTC representafiv 1406 28 9-19 155,500 6.0 28.27 5500 pg Test results comply with applicable specification 1407 H ® Reinforcing steel was visually inspected and found to comply wflh project plans and spec aReinforcing steel does not comply with proje plans and specifications 2 CJ Gallons of water were added ❑prior to/❑ REQ'D 28 3000 r afler sampling. REMARKS: On site as requested for resteel inspection and concrete testing. City inspector singed off resteel. Resteel Was according to plans. 90 slab dowels were wet set. Cast on set of cylinders. REPORTED BY Curt Shear, Field Inspector CHECKED BY: Niall Hackett, Technical Director 0 DISTRIBUTION: original: Client cc: cc: cc: cc: cc: All—uh apply onl7•�o:maul luau roue;md m;ucii;d>lased.As a uumial pratcclion to clicuts,dre poblic and oorsch-cs,all rcporis are submiucd as dtc coulidculial property urclicuts.and aurhorizwion 1'or publication of stxtcnicuts,coudnsioiu or cxuacts liom or rcgurding our rqu,ru k 1--d pendine uur mrincu appmcal. 777 Chrysler Drive • Burlington, WA 98233 • Phone(360)755-1990 • FAX(360)755-1980 Rc a' J M.T.C. Materials Testing & Consulting, Inc. REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST �A(S�Slndustries o #C 9156 CLIENT: ASC Industries, Inc. PROJECT: (:�:ADDRESS: 2151 Mogadore Road FILE NO: 00�1803 Kent, Ohio 44240-0810 DATE CAST: August 24, 2000 Attn: Bob Willoughby DATE RECEIVED: August 25, 2000 PERMIT#: FIELD DATA LOCATION OF PLACEMENT: Retaining wall at loading dock area. SAMPLED AT: End of truck chute middle 1/3 of load CONTRACTOR Sierra Construction SUPPLIER Stanwood Redi Mix QUANTITY PLACED, CU/YD 9 of 14 MIX#&PROPORTIONS 1004 6 sk DELIVERY TICKET NO. 51 174 CEMENT, lbs. TRUCK NO. 15 FLYASH, lbs. BATCH TIME. 2:40 WATER, gals. SAMPLE TIME 3:40 FINE AGGREGATE, lbs. SLUMP, inches(ASTM C-143) 4.5 COARSE AGGREGATE, lbs. AIR CONTENT, %(ASTM C-231) N/A COARSE AGGREGATE, lbs. AIR TEMPERATURE, °F 78 COARSE AGGREGATE, lbs. CONCRETE TEMP, eF(ASTM C-1064) 74 ADMIXTURE, oz./cwt ADMIXTURE, oz./cwt COMPRESSION TEST RESULTS (ASTM C-39) LOG TEST DATE TOTAL LOAD CYLINDER CYLINDER COMPRESSIVE TESTED OBSERVATIONS NO. AGE OF (LBS) DIA. (IN.) AREA STRENGTH BY (DAYS) TEST (SQ.IN.) (PSI) 1453 7 8-31 105,800 6.00 28.27 3740 DG ® Cylinders made by a MTC representative 1454 28 9-21 ® Cylinders picked up by a MTC representativ 1455 28 9-21 Test results comply with applicable specification 1456 H ® Reinforcing steel was visually inspected and found to comply with pf0jecl plans and spec Reinforcing steel does not comply with proje plans and specifications Gallons of water were added ❑prior to/❑ after sampling. REQ'D 28 1 3000 REMARKS: MTC is on site as requested for QC sampling and monitoring during placement of concrete. Concrete was placed Via truck chute and internally vibrated for consolidation. Second truck double dosed with WRDA and unloaded in 115 Minutes. Also observed plow line cable poured into plinths at retaining wall. REPORTED BY: Kevin Sapp, Field Inspector CHECKED BY: Niall Hackett, Technical Directory f DISTRIBUTION: original: Client cc: City of Arlington cc: cc: cc: cc: All—oh apply only,.actual L,,linns and mdmii.ds rested.As a nmmel profccfiou to clients.the public and mosques,all repons arc submiued.0 dic coofidcwiul propetyol cliculs.dud; for publiceiiun ol'snucwcufs,cuuelusions m esuocls from or regarding or cpu is is reserved pending om a,incn appmr•al 777 Chrysler Drive • Burlington, WA 98233 • Phone(360)755-1990 • FAX(360)755-1980 v :,. • L I r _1 AL -Iaterials T , . �ons�t• � �t�ng & g Inc. ev FIELD Report#F 8645Materials Testing $ Consulting, Inc. C 777 Chrysler Drive, Suite A FILE NO.: 000809 is ',�b Burlington, WA 98233 Phone: (360) 7S5_�g90 DATE. 'august 31 200 Fp�r Fax: (360) 7S5_�980 CLIENT: ACS Industries ' ?D�Q PROJfiCT; ACS Office Buildin ADDRESS. 19602 Office 9 ,z11 CLIENT: ACS Industries, Inc. Arlin ton 60'Ave. Cz' O� Arlington, WA. p ADDRESS: 2151 Mogadore Road ENGINEER: Kent, Ohio 44240-0810 ARCHITECT: Attn: Bob Willoughby CONTRACTOR: Sierra I PERMIT NO.: Wright l Time: 4:00 MTC was asked to be on site at 3:00 pr1� o Temp: 65 --- They wanted compactions on the builclirin 8-31-00. proctor was. They were not done with 9 Slab. The material Was f material was taken and needs a rush on th Ir compacting. A sample of the fere ne nt than our with the new proctor numbers. e proctor. ACS Wants us to test it to monative rrow Inspected By: Ross Bichel, Field Inspector Reviewed By: Niall P. Hackett, Technical Director DISTRIBUTION: ORIGINAL: COPIES: ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND IVITC REPRODUCTION EXCEPT IN FULL WITHOUT THE WRITTEN CONSENT OF MTC IS STRICTLY FORBIDDEN N 777 Chrysler Drive, Suite A • Burlington, WA 98233 . 814 Lakewa Drive� #161 • Bellingham (360) 755-1990 y . Fax 755-1980 � WA 98226 0 (360) 647-6061 �� _ _. �:, I __.L _ - _ - _ - J� � �t1 - _ - - - . ... - � � i - ,, - _ � �. • r .� - ti .; i r i � - �-. � � � � -- � - � � � �7 i i i - . : �- � . r' � � M.T.C. � Materials Testing & Consulting, Inc. REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST Report#C8729 CLIENT: ASC Industries, Inc. PROJECT: ACS Industries ADDRESS: 2151 Mogadore Road FILE NO: 000809 Kent, Ohio 44240-0810 DATE CAST: August 22, 2000 Attn: Bob Willoughby DATE RECEIVED: August 23, 2000 PERMIT#: FIELD DATA LOCATION OF PLACEMENT: Step footings — B1 to B2, B5.5 to B6 SAMPLED AT: End of chute CONTRACTOR Sierra Construction SUPPLIER Stanwood Redi Mix QUANTITY PLACED,CU/YD 3.0 MIX#&PROPORTIONS 1004 N DELIVERY TICKET NO. 51067 CEMENT, lbs. 588 TRUCK NO. 71 FLYASH, lbs. BATCH TIME. 1 1:48 WATER, gals. 24 SAMPLE TIME 12:35 FINE AGGREGATE, lbs. _ 1405 SLUMP, inches(ASTM C-143) 3 3/4 COARSE AGGREGATE, lbs. 1873 AIR CONTENT, %(ASTM C-231) N/A COARSE AGGREGATE, lbs. AIR TEMPERATURE, °F 76 COARSE AGGREGATE, lbs. CONCRETE TEMP, -F(ASTM C-1064) 76 ADMIXTURE, oz./cwt ADMIXTURE, oz./cwt COMPRESSION TEST RESULTS (ASTM C-39) LOG TEST DATE TOTAL LOAD CYLINDER CYLINDER COMPRESSIVE TESTED OBSERVATIONS NO. AGE OF (LBS) DIA. (IN.) AREA STRENGTH BY (DAYS) TEST (SQ.IN.) (PSI) 1404 7 8-29 107,400 6.00 28.27 3800 DG ® Cylinders made by a MTC representative 1405 28 9-19 1 ® Cylinders picked up by a MTC representativ 1406 28 9-19 Test results comply with applicable specification 1407 H ® Reinforcing steel was visually inspected and found to comply with project plans and spec Reinforcing steel does not comply with proje plans and specifications 25 Gallons of water were added Cl Prior to/❑ ^�— REQ'D 28 3000 after sampling. REMARKS: On site as requested for resteel inspection and concrete testing. City inspector singed off resteel. Resteel Was according to plans. 90 slab dowels were wet set. Cast on set of cylinders. REPORTED BY: Curt Shear, Field Inspector CHECKED BY: Niall Hackett, Technical Director DISTRIBUTION: original: Client cc: cc: cc: cc: cc: All resuhs apply only to menial localiou1 and olaler61,Iesled.A,iI nunnal protection to cliculs.the public mud oursclres,all reports mre sob m iucd,ts the coi lideulial property orclienls,and aulborizatiou forpnblicatiou orslfficulenls,cunchtsiuus or esuacls limn orregardingour mpons is reserved pcudiug uu.r rimn approval. 777 Chrysler Drive • Burlington, WA 98233 • Phone(360)755-1990 • FAX(360)755-1980 Re.W •� i � r..� _ �, __�' .� - - '�i � .1 i .. - . • ,_i i .. i - �� � - - i i Materials T. Ming & Consulting, Inc. Report#F 8045 FIELD REPORT Materials Testing & Consulting, Inc. FILE NO.: 000809 777 Chrysler Drive, Suite A DATE: September 7, 2000 Burlington, WA 98233 Phone: (360) 755-1990 CLIENT: ACS Industries, Inc. Fax: (360) 755-1980 PROJECT: ACS Office Building ADDRESS: 19602 60"Ave. CITY: Arlington, WA. CLIENT: ACS Industries, Inc. ENGINEER: ADDRESS: 2151 Mogadore Road ARCHITECT: Kent, Ohio 44240-0810 CONTRACTOR: Sierra Wright Attn: Bob Willoughby PERMIT NO.: Rainy Time: 1:30 Temp: 57 MTC is on site as requested for resteel inspection for SOG. Steel consisted of 6"x6" WWF with 2 #5 bars continuous. #5 bars were in place with no clearance to forms and tied to nails in some locations. Plow steel ropes were in place and spliced according to drawings, #5 hairpins were in place at east and west ends at footing locations and need to be supported secured against displacement prior to pour. 2 #5's were in place at thickened slab for masonry wall line B from 9 to 14. Contractor proposed wood block to support plow cable, to be removed at time of pour. Suggest concrete dobies tied to cable. Contractor will obtain proper clearance to forms. Inspected By: Kevin Sapp, Field Inspector Reviewed By: Niall P. Hackett, Technical Director CIA DISTRIBUTION: ORIGINAL: Client COPIES: City of Arlington ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND MTC REPRODUCTION EXCEPT IN FULL WITHOUT THE WRITTEN CONSENT OF MTC IS STRICTLY FORBIDDEN 777 Chrysler Drive, Suite A • Burlington, WA 98233 • (360) 755-1990 • Fax 755-1980 814 Lakeway Drive, #161 • Bellingham, WA 98226 • (360) 647-6061 i 0 08 M,T,(" Materialos Testing &,, Consulting, hic. 0C)— C13 J3 REPORT OF FIELD �',.ISRECT�.ON AND CC,, IIN�`-,TZE37E COMPRESSION "EST Report#C CLIENT: C PROJECT: ADDRESS: FILE NO: DATE CAST: —}2�' LEA E RECEIVED: PERMIT#: FIELD DATA LOCATION OF PLACEMENT: SAMPLEDxr: CONTRACTORf-ramSUPPLIER I'It's QUA14TITY PLACED,CUND MIX#&PROPORTIONS DELIVERY TICKET 110. CEMENT, lbs. E� TRUCK NO. FLYASH, lbs. BATCH TIME. WATER, gals. SAMPLE TIME FINE AGGREGATE, lbs. SLUMP, (ASTM C-14-3) COARSE AGGREGATE, lbs. AIR CON i'EtQ11', %(ASTM 0-231) COARSE AGGREGATE, lbs. AIR TEMPERATURE, -F 7(, COARSE AGGREGATE, lbs. CONCRETE TEMP, 'F(ASTM G-1064) 2(a ADMIXTURE, oz./mvt ADMIXTURE, oz./cwt 1,_9NEDEER CYUHNDL'-'�' 'U", LOU— -1 E�S`T DAT E-- 1113-1-ALLOAD C,I NO. AGE OF (LBS) D A. (II AREA STRENGTH By _CPLySJ._ TEST S. IN. (PSI) Cylinders made by a NITC representaliv3 Cylinders picked up by a PAIC reprosenWilive Test moults comply with applicable specification Reinforcing staellwas visually inspected Find foiind to comply vifth protect plans and specs Rainfoming&,col does not comply Mh project plans and specifIcalicins Gallons of water were added [I prior to!n- -Eafter sarrong. 3 REMARKS: In 1,1-�- t- 'A > ls;;,4 elf L REPOR]"ED BY: CHECKED BY: DISTRIBUBTION: _20QLn!,I: C G: cc: cc: cc: All tzsulo;pply only to firlu,tl Jecatims and—tcrials tw-d 777 Chrysler Driv.-,Stiftc,A o Budin 96233 t, Phonc 1360)753-1990 9 FAX(360)755-1980 D."A100 M.T.C. 00 ��� I . . . t ,vlaterials Testing & Consulting, InL.. REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST Report#C 9553 CLIENT: �{�, ( y�,� 1,� PROJECT: ADDRESS: FILE NO: DATE CAST: -1 r 1? 100 DATE RECEIVED: PERMIT#: FIELD DATA LOCATION OF PLACEMENT: SAMPLED AT: CONTRACTOR / II SUPPLIER U n ��l�r,t! Lryn4i. 7�is.r,rhlllGc�� h-G'cS, -[/�t QUANTITY PLACED,CU/YD 01 MIX#&PROPORTIONS DELIVERY TICKET NO. 5 o9.7 CEMENT, lbs. 14-17.n TRUCK NO. I I FLYASH, lbs. BATCH TIME. WATER, gals. --7 a)r SAMPLE TIME y,.3O FINE AGGREGATE, lbs. 1 A SLUMP, inches(ASTM C-143) tl COARSE AGGREGATE, lbs. 1 AIR CONTENT, %(ASTM C-231) COARSE AGGREGATE, lbs. AIR TEMPERATURE, °F rn�a 0 COARSE AGGREGATE, lbs. CONCRETE TEMP, °F(ASTM C-1064) 76) 0 ADMIXTURE, oz./cwt ADMIXTURE, oz./cwt 4 COMPRESSION TEST RESULTS ASTM C-39 LOG TEST DATE OF TOTAL LOAD CYLINDER CYLINDER COMPRESSIVE TESTED OBSERVATIONS NO. AGE TEST (LBS) DIA. (IN.) AREA STRENGTH BY DAYS) (SQ.IN.) (PSI "7 Ea/OyIIMers made by a MTC representative 7 J� ❑ Cylinders picked up by a MTC representative 7 1 ❑ Test results comply with applicable specification 1 1 ❑ aelnfurclrq steel wax visually Inspected and found to comply with project plans and spore ❑ Reinforcing steel does not comply with project plans aiw specnf"Ions Z lG.Qons of water ware added Q Drbr to/p after sampllnp.' REQ'D 2 REMARKS: REPORTED BY: �4r�1 ,��act CHECKED BY: DISTRIBUTION: original: cc: cc: cc: cc: cc: All results apply only to actuul locutions mid materials tested As a nmival protection to clients,dse public ad ourselves,aft reports are submitted as the confidential property oreiieum and null—i¢atimt for publication of statements,conclusions or extracts from or regarding our reports is reserved pending OUT written approval 777 Chrysler Drive • Burlington,Wa. 98233 • Phone(360)755-1990 • FAX(360)755-1980 Rev 9/99 X OOP Ul Z 0 W N N C Q. !Db ow�o.W a co NCOcu ca mN m QL W N O 00=C O a D Cw OD oO CD N k 0 c �•N � NW1aa V2 cw, ?O � N N O• n V A Z. O N Ul tp O?' co p(D - Ul m a CO �a � O City of Arlington Building Dept PUBLIC WORKS CHECKLIST PERMIT # ,`�i _"' =` DATE 7 / 9 -00 LEGAL 1 / t'%%.1/C T `7 67 3 -OX -6 0 000 Q Plat Lot Tax ID# NAME (J -t/, e,-• ADDRESS 7f1 /�t1 BUILDING USE r/V n C t,>'Y(, # of BUILDING UNITS Existing Required Signature Date ri Water Meter ✓ - LJ� 1 0 --a) 0 Fire Hydrant ✓ �� 10 Side Sewer Permit V/ 77-- tn-z3- Monitoring Manhole ✓ F C F I Cross-Connection Control V/ OCT�fluu Sewer: Off site 1Ty 0FARL1WGT0tq On site J b 01� Water: Off site On site --",A-Q f Pretreatment Discharge Permit ✓Water/Sewer Fees Date received - Date Yellow returned s Date Pink returned _ _ - - - � I� I Memo Date: July 28,2000 To: Dave Anderson Cc: From: Paul A. Rich RE: ACS Industries RIThe attached drawings for drainage are approved. Attached is'one copy for your files. This copy will be replaced when the mylars are received. The applicant must pay all fees outstanding including mitigation fees, outstanding planning balances and cover the estimated outstanding EarthTech bill. Until I have confirmation from EarthTech, I estimate the outstanding review fees at $2000. 1/4/00 1 I ��� ti �,. I City of Arlington • Planning and Community Development Minor Development Permit July 5, 2000 ACS Industries MN-00-027 I. PROJECT DESCRIPTION AND REQUEST ACS Industries requests a land use permit to construct a metal parts fabrication facility to be constructed in two phases on approximately 3.37 acres. Phase 1 will consist of a 19,146 square foot manufacturing area, a 3,420 square foot office area, and associated site work, including 52 parking spaces and 4 loading spaces. The facility will be used to manufacture ground-engaging attachments for earthwork machinery. Development of Phase 2 will require an additional minor development permit in the future. II. GENERAL INFORMATION 1. Applicant/Owner: Joe Zeno, 2151 Mogadore Road, Kent, OH 44240-0810 2. Contact Person: Spencer Mayes, 16715 NE 791h Street, Redmond, WA 98052 3. General Location: North of the Arlington Airport, at Lot 13, Plat of Airport 37 Industrial Park, which is at the intersection of 199th Street NE and 601h Avenue NE at the end of the cul-de-sac of 601h Avenue NE 4. Address of the Property: No address has been assigned to this vacant property. 5. Description of Proposal: Construction of Phase 1 of a metal parts fabrication facility and associated site work 6. Approximate Acreage: 146,956 square feet or approximately 3.37 acres 7. Comprehensive Land Use Designations, Zoning Designation and Existing Land Uses of the Site and Surrounding Area: AREA LAND USE DESIGNATION ZONING EXISTING USE Project site R-MHD Industrial Vacant North of site R-MHD Industrial Vacant South of site Airport Industrial Airport Industrial Industrial East of site R-MHD Industrial Vacant West of site Airport Industrial Airport Industrial I Industrial FAHOME\Kris\ACS Industries\MN00-027-ACS-Permit.doc yjp;7/5/00 Page 1 of 6 J ti 8. Public Utilities and Services Provided by: Water: City of Arlington Cable TV: TCI Cable Sewer: City of Arlington Police: City of Arlington Garbage: Waste Management Northwest Fire: City of Arlington Storm Water: City of Arlington School: Arlington School District#16 Telephone: General Telephone Hospital: Cascade Valley Hosp. Dist. #3 Electricity: Snohomish County PUD #1 Gas: Cascade Natural Gas 9. Public Notification: A Notice of Application and Mitigated Determination of Nonsignificance (MDNS) was published, posted, and mailed on May 17, 2000, with comments due by June 1, 2000; one comment was received after the end of the comment period concerning preserving the trees and native foxgloves. III. ENVIRONMENTAL REVIEW A Mitigated Determination of Nonsignificance (MDNS) was issued on May 17, 2000, with a 15- day comment period followed by a 10-day appeal period; one comment was received after the end of the comment period concerning preserving the trees and native foxgloves. The environmental checklist discussed the cumulative impacts of both Phase 1 and Phase 2, the conditions in the MDNS addressed both phases, and the SEPA approval was for both phases. However, the MDNS "description of the proposal' inadvertently identified only Phase 1. Reissuing the MDNS with a revised description was not determined to be necessary, and it is hereby noted that the SEPA review was for both Phase 1 and Phase 2 and no further environmental review is required for Phase 2. IV. BACKGROUND The subject minor development permit/environmental review application was received by the City of Arlington on April 19, 2000. The application was deemed complete on May 8, 2000. An MDNS was issued on May 17, 2000. The applicant submitted revised information on June 21, 2000, which slightly increased the square footage of Phase 1. A minor development permit is an administrative review process per City of Arlington Uniform Development Code (UDC) Chapter VI 1, Sections C.1 and C.5. V. FINDINGS OF FACT 1. Application Process: The subject minor development permit/environmental review application was received by the City of Arlington on April 19, 2000, and deemed complete on May 8, 2000. An MDNS was issued on May 17, 2000. The applicant submitted revised information on June 21, 2000, which slightly increased the square footage of Phase 1. A minor development permit is an administrative review process per City of Arlington Uniform Development Code (UDC) Chapter VII, Sections CA and C.5. 2. Comprehensive Plan and Zoning: The City of Arlington Comprehensive Plan identifies this area as being Medium High Density Residential. However, the subject property is zoned Industrial per UDC, Chapter III, zoning map, Page III-2. A manufacturing facility is a permitted use per Chapter V, Section I, of the UDC. Pursuant to Western Washington Growth Hearings Board case Citizens v Mount Vernon, 133 W.2d 861 FAHOME\Kris\ACS Industries\MN00-027-ACS-Permit.doc yjp;7/5/00 Page 2 of 6 �r _ � �_ :, f r 1 (1997), the zoning code prevails where there is an inconsistency between it and the Comprehensive Plan. 3. Lot Dimensions, Density and Related Requirements: The proposed development complies with the minimum lot dimensions (one acre in size and 100 foot minimum width) and yard setbacks (front 25 feet, rear 20 feet, and side 20 feet) and with maximum building height (50 feet). Lot coverage is not applicable in the Industrial zone. The proposal in Airport 37 subdivision is in compliance with the airport height regulations as per Arlington Municipal Airport staff. A note limiting the use of the site in relationship to the airport shall be noted. 4. Non-residential Performance Standards: The proposed development must comply with the standards of performance for noise (including construction noise), lighting, odors and gases, particular matter, electrical interference, hazardous materials storage, waste disposal, open storage, maintenance and alterations, and hazardous waste facilities per UDC Chapter IX, Section B.2. 5. Off-Street Parking: The proposed combination of uses as calculated for each use per UDC Chapter IX, Section C.4, Parking Requirements, requires 52 parking spaces at 2 spaces per 1,000 square feet of the 19,140 square foot manufacturing gross floor area and 3.6 spaces per 1,000 square feet of the 3,420 square foot office gross floor area, plus 1 loading space at 1 space for each 20,000 square feet, and 1 dumpster space. The proposed site plan shows 52 parking spaces, 4 loading spaces, and 1 dumpster space, which meets the minimum requirements. 6. Landscaping: The required landscaping for warehouse/manufacturing uses is category C, which requires 10 feet of Type III landscaping adjacent to all street frontages. The landscape requirement for the parking area is a minimum of 17-1/2 square feet of landscaping for each parking stall up to 50 stalls and 35 square feet for each parking stall over 50 stalls per Chapter IX, Section N.7, and the developer meets those minimum requirements. In addition, because the developer is proposing to pave over 45,000 square feet, or approximately the northern 1/3 of the 3-acre site, an approximately 5 foot by 140 foot landscape island will be installed near the center of the paved area to meet the intent of the landscaping standards, which is to soften the appearance of large areas of parking/paving, minimize impacts of noise, light, and glare, reduce pollution, provide shading, and reduce heat. A portion of the required 10-foot wide frontage landscape area is placed partially within the City right-of-way (4-1/2 feet) and partially within the subject property (5-1/2 feet). Permission to use 4-1/2 feet of right-of-way was granted by the Public Works Director on May 31, 2000. The site plan includes the statement that the developer acknowledges public ownership of the property used partially for locating the required frontage landscape area and will maintain the landscape area according to City standards. 7. Transoortation: The proposed development fronts on 600 Avenue NE with an existing paved street section with curb and gutter but no sidewalk. Agreement reached with the developer of Airport 37 is that a 5-foot wide sidewalk shall be constructed along the street frontage adjacent to the existing curb. The proposed driveway is 40 feet wide. The total project (both phases) is anticipated to add approximately 153 average weekday daily vehicular trips, which includes 30 p.m.-peak-hour trips, to the street F:\HOME\Kris\ACS Industries\MN00-027-ACS-Permit.doc yjp;7/5/00 Page 3 of 6 system. Phase 1 is anticipated to generate approximately 86 average weekday daily vehicular trips, which includes 17 p.m.-peak-hour trips. As calculated in the Traffic Impact Study Addendum dated June 13, 2000, prepared for this project by Perteet Engineering, transportation mitigation fees for Phase 1 shall be paid to WSDOT to mitigate the traffic impact from this development to state roads at $3,071.98, to Snohomish County for impacts to county roads at $8,040.00, and to the City of Arlington at $1,038.00 each for 17 p.m.-peak-hour trips, or $17,646.00. Phase 2 transportation mitigation fees shall be as follows: to WSDOT to mitigate the traffic impact from this development to state roads at $2,438.19, to Snohomish County for impacts to county roads at $6,298.00, and to the City of Arlington at $1,038.00 each for 14 p.m.-peak-hour trips, or $13,494.00. (The total transportation mitigation fees for both Phase 1 and 2 shall be as follows: $5,510.17 to WSDOT, $14,338.00 to Snohomish County, and $31,140.00 to the City of Arlington.) A letter reflecting payment of the required fees shall be received prior to issuance of the building permit. 8. Stormwater Management and System Development Fees: The City has adopted storm drainage requirements per Arlington Municipal Code Chapter 16.10, Stormwater Management, and the Department of Ecology's Stormwater Management Manual for the Puget Sound Basin (The Technical Manual). Site plan drawings with a conceptual proposed drainage system have been submitted. A preliminary review of the system indicates that it will probably work. Detailed review will be conducted following submittal of an engineered storm drainage plan and an Erosion and Sediment Control Plan. Per City of Arlington Ordinance 1216, there shall be a payment of storm water system development fees to the City of Arlington at $374.00 per 2,000 square feet of impervious surface area. 9. Critical Areas: The site contains no identified environmentally sensitive areas. 10. Park Mitigation and Impact Fees: The project will employ 45 people, who will use the City's park system. Per UDC Chapter XI, Section B.4, there shall be a payment of 5 cents ($0.05) per square foot of land per approved site plan. 11. Airport Management: The Arlington Municipal Airport requires that street lamps or light poles located on the property be shielded as to avoid interfering with flight operations. 12. Water and Sanitary Sewer: Adequate City water and sanitary sewer service is available to the site. 13. Criteria for Approval of an Application and Issuance of a Permit: Per UDC Chapter VII, Section D, Criteria for Approval, the Department of Planning and Community Development is required to review for compliance the following criteria before an application can be approved. a. The development is consistent with the dimensional, density requirements and Performance Standards of the UDC and other applicable laws and regulations; and b. The development as proposed incorporates, to the maximum extent feasible, mitigation measures to substantially lessen or eliminate all adverse environmental impacts of the development; and C. The applicant has presented certification that the applicant has filed and paid all the taxes, penalties and interest, and that the applicant has satisfactorily made FAHOME\Kris1ACS Industries1MN00-027-ACS-Permit.doc yjp;7/5/00 Page 4 of 6 I I r - agreement to pay the taxes (NOTE: this requirement is only applicable to subdivision plats); and d. Prior to final approval the applicant has followed all permit processing procedures and paid all applicable land use fees. VI. CONCLUSIONS 1. The City of Arlington Comprehensive Plan identifies this area as Medium High Density Residential. However, the subject property is zoned Industrial per UDC, Chapter III, zoning map, Page III-2. A manufacturing facility is a permitted use in the Industrial zone per Chapter V, Section I, of the UDC. Pursuant to Western Washington Growth Hearings Board case Citizens v Mount Vernon, 133 W.2d 861 (1997), the zoning code prevails where there is an inconsistency between it and the Comprehensive Plan. Therefore, the proposed development as noted and conditioned is consistent with policies governing industrial uses and is allowed in the Industrial zone. 2. The requested minor development permit as conditioned meets all UDC requirements, including Chapter VII, Section D, Criteria for Approval, and all other applicable codes. 3. The minor development permit should be approved subject to conditions noted below. VII. DECISION C-, minor development permit is hereby APPROVED. subject to the following conditions: The developer shall file a final site plan, landscaping plan and construction plans, meeting the following conditions, in conjunction with a building permit application. The final site plan shall comply with all requirements of the Unified Development Code, Uniform Building Code and Uniform Fire Code. The final site plan shall comply with the requirements of UDC Chapter IX, Section N, Landscaping. This includes street trees spaced at intervals no greater than an average of 30 feet on center for curb length, shrubs planted at a density of 5 shrubs per 100 square feet of landscaped area, and landscaping in the paved/parking area at a minimum of 17-1/2 square feet for each parking stall up to 50 stalls and 35 square feet for each parking stall over 50, with sufficient landscaping in the paved/parking area to meet the intent of the landscaping standards, which is to soften the appearance of large areas of parking/paving, minimize impacts of noise, light, and glare, reduce pollution, provide shading, and reduce heat. 3 The final storm drainage system shall meet the requirements of the Arlington Municipal Code Chapter 16.10, Stormwater Management, and the Department of Ecology's Stormwater Management Manual for the Puget Sound Basin (The Technical Manual). 4. Prior to issuance of a building permit, the developer shall submit roof anll required mitigation (transportation mitigation fees to�/V91 a $t 3 17.98 b Snohomish County at $8,040.00, and to the City of Arlington at $i,038 00 ea—for 17 p. -peak-hour tri r 17,64600; storm water system development fees to the City of Arlington for 84,070.8 square feet at $374.00 per 2,000 square feet of impervious surface area, for a total of $15,721.23; and park mitigation fees to the City of Arlington FAHOME\Kris1ACS Industries\MN00-027-ACS-Penmit.doc yjp;7/5/00 Page 5 of 6 .. � - i s+ - � - I at 5 cents per square foot of land per approved site plan, which is 146,956 square feet, for a total of$7,347.80). 5_ All exterior lighting, including streetlights, shall be down shielded. 6. Prior to issuance of a building permit, the developer shall clear all outstanding land use permit-processing accounts with the City. 7, The minor development permit shall become null and void if use and reliance is not established within one year of the below date of approval. EXHIBITS: 1. File MN-00-027 2. Approved Preliminary Site Plan received June 21, 2000 ORDERED THIS 5TH DAY OF JULY 2000. GI L� Clifir,t trong, PI ning Manager Responsible f cial Distributed to the Following Parties of Record: Joe Zeno 2151 Mogadore Road Kent, OH 44240-0810 Spencer Mayes 16715 NE 79'h Street Redmond, WA 98052 Cheri Carlson 20505 64t' Drive NE Arlington, WA 98223 David Anderson, Building Official Paul Richart, City Engineer FAHOMEWNMACS Industries\MN00-027-ACS-Permit.doc yjp;7/5/00 Page 6 of 6 J S I E R R k CONSTRUCTION SERVICES, INC. Construction Management Pre-Construction Services April 7, 2000 Ms. Yvonne Page Senior Planner City of Arlington 238 North Olympic Avenue Arlington, WA 98223 RE: Request to utilize Right-of-Way for Landscape Dear Yvonne, This letter is to request permission to use public right-of way as part of the 10' required landscaping for frontage improvements on Lot 13 of Airport 37 plat. We propose to construct a 5'-0" sidewalk directly against the existing 6"curb, then install 10' of landscaping behind the sidewalk. The 10' of frontage landscaping would include 4'-6"within the city right-of-way, and 5'-6" on private property. Please call me if you should have any questions or would like to discus this further. Sincerely, Sierra Construction rvices, Inc. Spencer A. Mayes J �— Cc: Paul McCormick,AHBL Joe Zeno/Bob Willoughby, ACS n CITY OF ARLINGTON 16715 NE 79th Street, Redmond, WA 98052-4425 Phone(206) 885-3797 Fax (206) 885-4330 � i 1 r ' I I 1Yece a czf' er Ccw,wter�f+ ��rtod for SLPA e ,a-- GI�S�.�U� 1 E% �l Q h lrl�vl• CO M,v�i�S�G� I VL C7i &I,Lnl1 ,U T �C Y IY�C Ac-s I Y-YI vs+--'e_s r vest- b n�' a J nc,-hv�,' 5 ke rr ori, c7Me r aYC)L;ri - CA V-V- 'DccrcE.�S inn �rpoY� 3� Z�nG�L�S�YiC Cr c-�-s cD r NC.s C r� CL J k-cfe re n+- s r v�' `Iti�i S cL14 e t A're E s . ^3a r,r►',n ��ca� oss► l�� 1�� _. �.;ou1cQ eta- leas�- see- t-L,\k,5 r-uVs cm i rG�S ka-Ic&\. and y C.u - C� w r� , k 1 I�'►n `c F�L� P �""^;—,� _ +.t%��w!JJ.�"�7r1�i+��e�`.;:lr• .:�• „+s. �.`::.:.•.�:��a:.'.,::-_'ti•.�.�..:i� __ _ ��:� ?:%e%itt.:�'.�� .. �+.� .� �.K �� ... �.._Jam.—�'L• _ _ •7_. • —.. Z I �Gt� -I-11�1� �rG►,M� W C'L,• d ova , ect Y y eve r Nk L41GcS�irY� , ►�1'v�,rr Q'vj p�{to(IL G7 YrC GLS Y J N C CITY f AR�1V TON`� 3(,_c_4o3--7 32- I 1 6vc Y anca CITY OF ARLINGTON FI""r'R & SEWER DEPARTMENT APPLY ION Application is hereby made by the undersigned property owner for all-water and sewer services required or used for any purpose at: Service Address: 19602 60th Avenue NE I __ U III I I `y G`'.J I 1 Lot Number: 13 2u l`l Plat Name: Airport 37 .By- Property Tax Number: 7463-000-013-0000 in or near Arlington, Washington, for which I agree to pay in advance and in accordance with existing ordinances and regulations of the City, the following estimated charges, the exact charges will be determined and payable immediately upon completion of the installation. Building Permit # 00-4115 allows for 2 ERUs. Water Tap-In Charge $ 7, 525.00 Water Service Connection Charge (Metering Charge) 1" $ 750.00 Sewer Tap-In Charge $ 5, 000.00 Side Sewer Permit(s) $ 150.00 Street Repairs $ 0.00 Fire Hydrant Installation $ 0.00 Other $ 0.00 Total $ 13, 425.00 Special Conditions: DCVA at service. I further agree that all rates and charges for water and sewer service to the above property shall be paid in accordance with existing ordinances and regulations of the City, or any such ordinances and regulations passed hereafter. I hereby authorize the following tenant, ACS Industries Inc. to have all accounts for water kept in his name under Account No. with the understanding that water bills mailed to said tenant shall not relieve the property from liability for water charges incurred. I understand that the City will use all reasonable effort to maintain uninterrupted service, but reserves the right to shut off the water at any time without notice for repairs, extensions, non-payment of rates or any other reason and assumes no liability for any damage as a result of interruption of service from any cause whatsoever. W/S Application Number: 2597 Owner: Date: p� �1 ;;L n Address: c)� a ��aa3 r ti City of Arlington Building Dept I PUBLIC WORKS CHECKLIST PERMIT # —' l I DATE q-'" , 9 r O� LEGAL A t'6o12 7— �1 d/ `7 (3 —6 r 3-— 000 Plat Lot Tax ID# NAME (I �S —Jr—oj U S-tr e._,s -7:n ADDRESS (�,.� �o 0-1-11, PVIS, BUILDING USE �/U Q l C 0 I , # of BUILDING UNITS Existing Required Signature Date Water Meter j Fire Hydrant Side Sewer Permit _/ Monitoring Manhole Cross-Connection Control V-11, Sewer: Off site On site Water: Off site On site Pretreatment Discharge / Permit Water/Sewer Fees Date received ! �� • ,r Date Yellow returned Date Pink returned ,. - - �_ � I L • ,1 � 1� � I II � � I I _ I I I . \ _ 'ii II 1 y- \_ � I - 1 li' I � � 1 1-�I - � � -1 -� II I II L I _ - 1 ' I 1 1 �7 1 _ 1� _ � � - 1 I � I _ I I I I _ , �_ I 1� 1 I I �. I � � . r - I J �� � � I -��� I I I I I NGp City of Arlington MEMORANDUM Water Quality TO: ACS Industries Inc. FROM: Karen Latimer, Water Quality Specialist DATE: July 28, 2000 SUBJ.- Initial Water Quality Review Building Permit#00-4115, Phase 1 1 have reviewed the drawings and documents submitted with building permit #00-4115. Listed below are items that must be completed before the Water and Wastewater Departments will give approval for occupancy. Please be aware that this is a preliminary list only. Additional items may be required upon review of the information I am requesting. 1. A Washington state approved Double Check Valve Assembly (DCVA) must be installed on the downstream side of the water meter, before the first point of use. Install the DCVA per city standard W-13. After the DCVA has been installed, it must be tested by a Washington state certified Backflow Assembly Tester, at the owners expense, then be inspected by me. Provide a copy of the test report prior to calling for inspection; minimum 24 hour inspection notice is required. 2. Inspections are required at the following times. Please provide minimum 24 hour notice when calling for inspection. A. Prior to covering underground water piping. B. Prior to covering interior water piping. C. Prior to requesting final inspection by the Building Department. 3. Provide one copy of civil drawing pages, numbered 1.1, 2.1, and 2.2. 4. Complete and return the enclosed Cross Connection Survey and Industrial/Commercial Waste Discharge Permit application. 238 North Olympic Ave. . Arlington, WA 98223 ,� - �� I Memorandum -ACS Industries Inc. July 28, 2000 Page two 5. Answer the following questions.: A. What size of water meter is needed? B. Will a landscape/lawn irrigation sprinkler-be installed? C.- Will a fire sprinkler system be installed? 6. Pay water and sewer fees.'Please note the enclosed fee calculation sheet is an estimate only. A final fee calculation will be provided when the desired meter - . size is provided: Upon receipt of the requested information, I will conduct a final water quality review and notify you of any additional items to be-completed. I will also provide a final water and sewer fee calculation-. The items and fees listed above are for phase one only. Phases two and three will be reviewed upon applying for a-building permit. At that time you-will be notified:of items to be completed, and of fees to be paid for each respective construction phase. Please provide your construction contractor with a copy of the above requirements: I can be contacted at 360.403.3505 should you:have any questions. x z_ a 3 � � 2 1 a 1 ' aZ N 5 z 3" MIN io 3 MIN FLOW Z FLOW I PLAN- 4 E LEVATI O N LEGEND: o STATE APROVED DOUBLE CHECK VALVE ASSEMBLY, INCLUDING TWO RESILIENT SEATED SHUTOFF VALVES AND FOUR RESILIENT SEATED TEST COCKS. 2O ENCLOSE THE DOUBLE CHECK VALVE ASSEMBLY IN TWO METER BOXES STACKED ON TOP OF EACH OTHER. MUST HAVE REMOVABLE STEEL COVER. (� IN TRAFFIC AREAS USE PRECAST CONCRETE VAULT (UTILITY VAULT CO 233—LA, OR EQUAL), WITH STEEL COVER. O IF A DAYLIGHT DRAIN CANNOT BE PROVIDED THERE MUST BE A 6" MIN LAYER OF FREE DRAINING GRAVEL AT THE BOTTOM OF BOX. O5 ANGLES MAY BE IN OR OUT OF BOX SO LONG AS SUFFICIENT ROOM IS ALLOWED AT EACH END FOR VALVE OPERATION AND DCVA REPAIR OR MAINT. `o PROVIDE FREE DRAINING SOIL. NOTES: 1. INSTALL ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 2. INSTALL ONLY IN HORIZONTAL CONFIGURATION, UNLESS APPROVED OTHERWISE BY CITY. 3. INSTALL WITH TEST COCKS FACING UP OR TO ONE SIDE. 4. INSTALL BRASS PLUGS IN ALL TEST COCKS. 5. FOR 3/4" TO 1" ASSEMBLIES, USE A 10" x 13" BOX. 6. FOR 1 -1/4" TO 2" ASSEMBLIES, USE A 14" x 20" BOX. 7. ASSEMBLY REQUIRES CERTIFICATION UPON INSTALLATION AND RECERTIFICATION ANNUALLY. REVISED STANDARD PLAN NUMBER DOUBLE CHECK VALVE ASSEMBLY (DCVA) FOR 2" AND SMALLER SERVICES W 13 _ � � S ��i �.N G City oArlingtonf CERTIFIED BACKFLOW ASSEMBLY TESTERS Roger Summy Ron King Advance Testing & Service A-BAT Backflow Assembly Testing & PO Box 1485 Service Everett, WA 98206 PO Box 2374 Phone: 425.337.4175 Everett, WA 98203 Pager: 425.339.8998 Phone: 425.334.6423 Pager: 425.886.3260 Lewis Young Michael Patten AACRA Backflow Assembly Testing & Angela McGlinchey Service ORCA Backflow Testing and PMB A-11 621 SR9 NE Management Services Lake Stevens, WA 98258 PO Box 41 Phone: 425.334.4507 Buckley, WA 98321 Pager: 425.438.5316 Phone: 253.863.7001 238 North Olympic Ave. Arlington, WA 98223 ,. I I � g WATER AND SEWER FEE CALCULATION WORKSHEET (Estimate) Building Permit No. 00-4115 W/S Application No. 2597 Date 7-28-00 Service Address 19602 60th Avenue NE Lot Number 13 Plat Name Airport 37 Applicant Name ACS Industries Inc. Acct. No. No. SFR Units 0 No. MFR Units 0 No. ERU's 3 WATER AND SEWER FEES (ERU = Equivalent Residential Units) METER SIZE 5/8 inch No. ERUs 3 OUTSIDE CITY LIMIT No WATER TAP-IN CHARGE First ERU $ 2, 150.00 Additional ERUs 2 X $2, 150.00 $ 4, 300. 00 WATER CONNECTION CHARGE $ 500.00 SEWER TAP-IN CHARGE $2, 500. 00 Per ERU $ 7, 500.00 SIDE SEWER PERMIT CHARGE First ERU @ $125 . 00 $ 125 . 00 Additional ERU's X $25 .00 $ 50.00 STREET REPAIRS $ 0.00 FIRE HYDRANT INSTALLATION $ 0. 00 OTHER $ 0.00 TOTAL CHARGES $ 14, 625 .00 I I City of Arlington Building'Dept FIRE DEP R NT CH .CKLI "I' PERMIT # DATE: NAME: ��_S 11 ADDRESS: l�� �^C� /^► � LEGAL: `71o�""Qdl� BUILDING USE: In- At.,��c 1y�r OCCUPANCY CLASSIFICATION: '1 A �B E F H 1 2 12.1131 4 1 2 1 3 !� 1 1 1 2 1 3 1 4 5 6 7 I M R. S U 1.1 1.2 1 2 3 1 1 3 1 2 3 4 1 5 1 2 TYPE OF CONSTRUCTION I III 1V V F.R. F.R. ONE-HOUR N ONE-HOUR N H.T. ONE-HOUR N Item inspected& completed ., Site Plan: Approved U�// Denied Signature & Date: Access Requirements: Required: Fire lane: Sprinkler system: /Vp Alarm system: -4L6- Knox Box: Fire extinquishers: Hydrant: VZT # of hydrants required: Z �� Location of Hydrant: 5 46 w,+/ Location of Knox Box: L%Ni9�vGc- Location of Fire Extinquishers: Fire Flow requirements: ��n C) -,*ryr� {c- Location of address on building: FIRE DEPT: G-- Date: e' Sikwture Builffonntdchecklist . I I I J I I I II IIII 1 :t INGTO� f Arlington City o Fire Department 9`rOI N G'S ACS Industries 19602 60'Ave Ne Arlington, WA 98223 RE: Comments- Building permit# 00-4115 Dear Project Manager, I have reviewed the site plan you submitted,I have the following comments concerning the fire now. When Phase II and III are started, the fire flow would increase one (1) hydrant per phase. It would be beneficial to install two (2) additional hydrants at the initial construction site. A sprinkler system may also be required. If you have any questions,please call me at (360) 403-3607. Tom Cooper Captain TC:bb cc: Building Department File 137 N. McLeod . Arlington, WA 98223 360-435-3818 360-403-9267 fax a - ' y "p""°T°" ARL_�GTON FIRE DEPARTM_ ITT "NGTON 137 North McLeod Avenue FIgE oE� Arlington,Washington 98223 FqE oEPT (360)435-3818 Fax 403-9267 Received: 7-14-00 Returned:7-24-00 Int.BB TO: Building Department FROM: TOM COOPER SUBJECT: PLAN REVIEWS DATE: 7-24-00 PLAN REVIEW NO: 00-4115 TITLE: ACS Industries COMMENTS: 1. SEE correspondence for ACS If you have any questions,please let me know. Plan Review Frm.12/96 i i. �a�INGTON ARL, GTON FIRE DEPARTM� 4T �p�INGTON 137 North McLeod Avenue 1401 Arlington,Washington 98223 FIRE DEPT. FIRE DEPT• (360)435-3818 Fax 403-9267 Received:4-24-00 Returned:4-24-00 Int-BB TO: Yvonne Page Senior Planner FROM: TOM COOPER SUBJECT: PLAN REVIEWS - DATE: 4-24-00 PLAN REVIEW NO: MN-00-027 TITLE: ACS Industries COMMENTS: 1. The first phase of this project does not require a sprinkler system. As Phase II and Phase III are added,the existing building additions may require a sprinkler system . With the increase in the fire now it would make sense to add a hydrant on the southeast corner of the lot. The impact of a fire sprinkler system should also be considered. If you have any questions,please let me know. Plan Review Frm.12/96 L' REQUIRED FIRE FLOW FOR_ I-tC PERMIT # A. DETERMINE THE TYPE OF CONSTRUCTION 1. Wood Frame (C=1. 5) 2. Ordinary (C=1. 0) / 3. Noncombustible (C=O. a) !cl �q° " 4. Fire Resistive (C=0. 6) B. DETERMINE THE GROUND FLOOR AREA 7— Z 500 C. DETERMINE THE HEIGHT IN STORIES D. DETERMINE REQUIRED FIRE FLOW TO THE NEAREST 7-00 0 GI 250 gpm (USE TABLE) E. DETERMINE THE CREDIT OR SURCHARGE, IF ANY, FOR TYPE OF OCCUPANCY. CREDIT (SUBTRACT) SURCHARGE (ADD) TOTAL CREDIT (SUBTRACT) DETERMINE CREDIT IF ANY FOR C / AUTOMATIC SPRINKLER PROTECTION. DO NOT ROUND OFF. TOTAL _ G. DETERMINE THE TOTAL SURCHARGE SURCHARG E (ADD) FOR EXPOSURES. DO NOT ROUND OFF. TOTAL ROUND OFF THE FINAL ANSWER TO THE NEAREST 250 gpm IF LESS THAN 2500 gpm AND TO THE NEAREST 500 gpm IF GREATER THAN 2500 gpm. TOTAL *EXPOSURES 1 ) NORTH ADD Y. 2) SOUTH X 3) EAST X 4) WEST X TOTAL X COMPLETED BY o,�_-t� ''� T I TLE ?�� DATE 7 C'' aw City of Arlington Building Dept J FIRE DEPARTMENT CI ECKLI r PERMIT # �� / �� DATE: - �'- ao NAME: }C ,S ADDRESS: / C,�i �;(! �� / LEGAL: Odd —0 -3 6100 BUILDING USE: �ZLL41L' 4 OCCUPANCY CLASSIFICATION: A B E F H 1 2 2.1 3 4 1 2 3 1 J/ 1 1 2 3 1 4 5 6 7 I M R S U 1.1 1.2 1 2 3 1 1 3 1 T-2 -F3 4 5 1 2 TYPE OF CONSTRUCTION I II III 1V V F.R. F.R. ONE-HOUR N ONE-HOUR N H.T. ONE-HOUR N Item inspected &completed Signature & Date: Site Plan: Approved Denied Access Requirements: Required: Fire lane: Sprinkler system: Alarm system: Knox Box: Fire extinguishers: Hydrant: # of hydrants required: Location of Hydrant: Location of Knox Box: Location of Fire Extinquishers: Fire Flow requirements: Location of address on building: FIRE DEPT: Date: igmture Build\fbrm\fdchecklist r ' jp li ,nill OIL IJ`L' •� ly � I �IfTK�1,1ci •i�al� in m WIN I _1 - _�titi Ilii I JJ T} II 'r.,, pJ?YIl� �F 13 r=111l : %L._ I� _ 1.e. L.J ■V•' 1 1 S - - - T - -I I 1 ' I ■ N I *p I II 1 T I ■ Li I I l I 6 _ J I I I + — -I■■. ■ imi 3m l_ '- -��---� — — IN. - I ' - I '■JIrari -Ir ' 1 - - - - - - - - - - In I _ ' I NO MIN I 11 - - - - - _ _ r ■ ■_LqjiruI I I 1 11 I� I p .Lc _n_IW_ 11 - + - - - - - -411 III _ I I I I!r III_ 0 %LI I I, �Irf� I _j I aj - - - - - - - — - fI7fI�I I: J■ ■ M__ OU I City of Arlington Building Dept PUBLIC WORKS CHECKLIST PERMIT # 15 DATE q— / 9 T 00 LEGALl rPV/z 1 s.71 / �63 —� —(1 �j—0®Q0 Plat Lot Tax ID# NAME c �17Lr1 usJ-6 a°S --f—nr ADDRESS 6a ' 410(15, BUILDING USE �/�Q l /n� # of BUILDING UNITS Existing Required Signature Date Water Meter Fire Hydrant Side Sewer Permit Monitoring Manhole Cross-Connection Control Sewer: Off site On site Water: Off site On site Pretreatment Discharge Permit Water/Sewer Fees Date received Date Yellow returned Date Pink returned ■ - �F �f ■'AI� �'�■mot• - y 1 - 1 111 1 11 I ''1 ' I 1 I �_ ': ' �� •■I I 11 'I 111 'L 1 ■ uti _�1 1 loll I 1 _ 1110 10r' 1 I— ■1 1 ■ ■ 1. 1 ■ _ 1 11 ' li I I 1 -11 7 1 mo, 1 1 ■—0 I _ �� IT Project_AC—IS iADUS?iw tf-5 No. ON L+3-2"2-0 E] Page of H B L Subject CV-S5 tiL1r Phone ❑Calculations ❑ With 0 Fax# Fax ❑ Memorandum Address #Faxed Pages ❑ Meeting Minutes ❑Telephone Memo Date: 7 I c 5 Ti E Tad/V5(P,-/ 'V 01? 'dr, By: I AACTM E Q_ 6;ofVl,,!r/_A4q 0� i To Fa (z* V tyJ-De W." _6A 9 tiffVkA AA 6 1: AA % - sT. Copies to: 4 T _ 2215 N.30th Street Suite 300 Tacoma,WA 98403 Old Town Historical District 253/383-2422 253/383-2572 FAX I - ;- - - j-- - ! _.` _ i_- .., J If this does not Meet with your understanding,Please contact us in wrlting within seven days,THANK YOU. goo/zoom DKIH212INIDNH rlqHV ZLGZ CRV V29 XVA TT:2T 00/4Z/90 1994 Washington State Nonresidential Fite Code Ce Form Envelope Summary Climate Zone 1994 Washington Stale Nonresidential Energy Code Compliance Forms Juno,1995 Project Info Project Address Lot 13, 60th Ave. N.E. Date 06/13/2000 Arlington, NA For Building Department Use New Manufacturing Facility Applicant Name: ACs Industries, Inc. Applicant Address: 2151 Mogadore Road Kent, Ohio 44240-0610 Applicant Phone: (soo) 321-2348 Project Description ✓❑ New Building ❑Addition ❑Alteration ❑Change of Use ❑✓ Prescriptive ❑Component Performance ❑ENVSTD ❑Systems Compliance Option (See Decision Flowchart(over)for qualifications) Analysis Space Heat Type Q Electric resistance Q All other. (see over for definitions) Total Glazing Area Electronic version: these values are automatically taken from ENV-UA-1. Glazing Area Calculation (rough opening) Gross Exterior Note:Below grade walls may be included in the (vertical&overhd) divided by Wall Area times 100 equals %Glazing Gross Exterior Wall Area if they are insulated to the level required for opaque walls. 346 . 0 — 24663 .0 X 100 = 1.4% Q yes Check here if using this option and if project meets all requirements for the Concrete/Masonry Concrete/Masonry Option Option. See Decision Flowchart(over)for qualifications. Enter requirements for each qualifying Q no assembly below. Envelope Requirements(enter values as applicable) Opaque Concrete/Masonry Wall Requirements Fully heated(cooled space Insulation on interior-maximum U-factor is 0.19 Minimum Insulation R-values Insulation on exterior or integral-maximum U-factor is 0.25 Roofs Over Attic If project qualifies for Concrete/Masonry Option,list walls All Other Roofs R-3 0 with HC z 9.0 Btu/ft2-°F below(other walls must meet Opaque Wall requirements). Use descriptions and values Opaque Walls R-19 from Table 20-5b in the Code. Below Grade Walls Wall Description U-factor Floors Over Unconditioned Space (including insulation R-value&position) Slabs-on-Grade uninsulated Radiant Floors Maximum U-factors Opaque Doors .60 / 1.2 Vertical Glazing Overhead Glazing Maximum SHGC(or SC) Vertical/Overhead Glazing Semi-heated space' Minimum Insulation R-values Roofs Over Semi-Heated Spaces` 'Refer to Section 1310 for qualifications and requirements Notes: F IC E I E 0 JUN 14 2000 CITY OF ARLINGTON —Ll I I S1 I 1994 Washington State Nonresidential Energy Code Compliance Form Envelope . • , ClimateZone 1 ENV-SUM 1994 Washington State Nonresidential Energy Code Compliance Fortes June.1995 Decision Flowchart Use this flowchart to determine if project qualifies for the optional Prescriptive Option. for Prescriptive Option If not,either the Component Performance or Systems Analysis Options must be used. 1302 Space Heat Type:For the purpose of determining building envelope Eleetrlc Resistance:Space heating systems which use electric resistance requirements,the following two categories comprise all space healing types: elements as the primary heating system including baseboard,radiant,and Other.All other space heating systems including gas,solid fuel,oil,and Start forced air units where the total electric resistance heat capacity exceeds 1.0 propane space healing systems and those systems listed in the exception to W/ft=of the gross conditioned floor area. Exception:Heal pumps and electric resistance. (continued at right) terminal electric resistance heating in variable air volume distribution systems. Electric Resistance no Heat? yes All Masonry 4no All walls all Criteria4no OK7 walISR-19 srlation no (below no srlation yes no yes <40% <20% lazin no no lazin yes yes All Insulation Installed? All insulation installed? All Insulation Installed? All Insulation Installed? Opaque Walls R-11 Opaque Walls R-11 Opaque Walls R-19 Opaque Walls R-19 Below grade walls(ext) R-10 Masonry walls(nt) U-0.19 Masonry walls(int) t1-0.19 Below grade walls(ext) R-10 Below grade walls(othr)R-11 Masonry walls(other) 11-0.25 Masonry walls(other) U-0.25 Below grade walls(othr)R-19 Roofs over attics R30 Below grade walls(exl) R-10 Below grade walls(ext) R-10 Roofsoveraltics R38 All other roofs R-21 Below grade walls(olhr)R-11 Below grade walls(olhr)R-19 All other roofs R-30 Floors overuncond.sp. R-19 Roofs over attics R30 Roofs over attics R38 Floors over uncond. R30 Slabs-on-grade R-10 All other roofs R-21 All other roofs R30 Slabs-on-grade R-10 Ra di an I fl oars R-10 Floors overuncond.sp. R-19 Floors overuncand. R30 Radiant floors R-10 Opaque doors U-0.60 Slabson-grade R-10 Slabs-on-grade R-10 Opaque doors U-0.60 Radiant floors R-10 Radiant floors R-10 Glazing Criteria Met? Opaque doors U-0.60 Opaque doors U-0.60 Glazing Criteria Mel? Glazing Vert. OH Glazing Criteria Met? Glazing Criteria Met? Glazing Vert. OH Area% U U SHGC Area% U U SHGC 00-15% 0.90 1.45 1.00 Glazing Vert. OH Glazing Vert. OH 1 00-20% 0.40 0.80 1.00 15-20% 0.75 1.40 1.00 Area% U U SHGC Area% U U SHGC 2030% 0.60 1.30 0.65 00-10% 0.90 1.45 1.00 00-20% 0.40 0.80 1.00 yes no 3040% 0.50 1.25 0.45 1 10-15% 0.75 1.40 1.00 15-20% 0.65 1.30 0.80 yes no no yes 1 20-25% 0.60 1.30 0.65 no yes Presuiptive Path Allowed Component Performance or Systems Analysis Require d Concrete/Maso Option* Wall Heat Capacity (HC) *If the area weighted heat Assembly Description Assy.Tag HC" Area(sf) HC x Area capacity(HC)of the total above grade wall is a minimum of 9.0, the Concrete Masonry Option may be used. "For framed walls,assume HC=1.0 unless calculations are provided;for all other walls,use Totals Section 2009. Area weighted HC:divide total of(HC x area)by Total Area 1994 Washington State Nonresidential Energy Code Compliance Form Envelope Calculations Zonel ENV-UA 1994 Washington State Nonresidential Energy Code compliance Forms June,1995 Project Address not 13, 60th Ave. K.Z. Date 06/13/2000 Space Heat Type O Electric resistance QQ All other For Building Department Use Glazing Area as%gross exterior wall area 1.4% Prop. 40.0% Max.Target Concrete/Masonry Option O Yes O No Notes:If glazing area exceeds maximum allowed in Table,then calculate adjusted areas on back(over). If Concrete/Masonry Option is used,Target U-factors,SHGC and Glazing%Will be different than shown below. Refer to Table 13-1 for correct values. Building Component Proposed UA Target UA List components by assembly ID&page# U-factor x Area(A) =UA(U x A) U-factor x Area(A) =UA(U x A) U= Plan ID windows 0.900 346.0 311.4 346.0 U= Plan ID: Glazing% Electric Resist. Other Heating: rn U= Plan ID: 0-15% 0.40 0.90 m U= Plan ID: >15-20% 0.40 0.75 > 0 U= Plan ID: >20-30% not allowed: 0.60. U= Plan ID: >30-40% not allowed 0.50 U= Plan ID: (see Table 13-1 for ConclMasonry values). U= Plan ID: U= Plan ID: Glazing% Electric Resist. Other Heating U= Plan ID: 0-15% 0.80 1.45 O O U= Plan ID: >15-20% 0.80 1.40 0 U= Plan ID: >20-30% not allowed 1.30 > U= Plan ID: >30-40% not allowed 1.25 : d O U= Plan ID: (see Table 13-1 for Conc/Masonry values) O U= Plan ID: a U= Plan ID Roll Up Door 1.200 606.0 727.2 0.600 690.0 414.0 a °o U= Plan ID personnel Door 0.600 84.0 50.4 Electric Resist. Other Heating O U= Plan ID: 0.60 0.60 U R= Plan ID: > s R= Plan ID: Electric Resist. Other Heating C O 4 R= Plan ID: 0.031 0.036: R=19.0 Plan ID Roof 0.036 22560.0 812.2 0.050 22560.0 1128.0 r 8 R= Plan ID: Electric Resist. OtherHeating O R= Plan ID: 0.034 0.050 R=19.0 Plan ID Wallis 0.100 23627.0 2362.7 0.140 23627.0 3307.8 R= Plan ID: ** R= Plan ID: ** m R= Plan ID: Electric Resist. Other Heating R= Plan ID: Ordinary 0.062 0.14 a R= Plan ID: Metal stud 0.11 0,14 O R= Plan ID: Conc(int) 0.19 0.19 "Note:sum of Target Areas here should equal Target Opaque Wall Area(see back) Conc(oth) 0.25 0.25 R= Plan ID: � M a R= Plan ID: Electric Resist. Other Heating o c7 3 R= Plan ID: Ordinary 0.062 0.14 Note:if insulated to levels required for opaque walls,list above With opaque walls Metal stud 0.11 0.14 c R= Plan ID: L � � R= Plan ID: Electric Resist. Other Heating _ R= Plan ID: 0.029 0.056 R= Plan ID: `c R= Plan ID uninsulated slab 0.730 784.0 572.3 0.540 784.0 423.4 un R= Plan ID: Electric Resist. Other Heating R= Plan ID: F=0.54 F=0.54 R= Plan ID: (see Table 13-1 for radiant floor values) `For CMU walls,indicate core insulation material. Totals 48007.0 4836.2 Totals 48007-OF 5273.1 For compliance: 1)Proposed Total Area shall equal Tarqet Total Area,and 2)Proposed Total UA shall not exceed Target Total UA. 1994 Washington State Nonresidential Energy Code Compliance Form Climate Zone 1 ENV-SHGC 1994 Washington Slate Nonresidential Energy Code Compliance Fortes June,1995 Vertical Glazing Proposed SHGC Target SHGC List components by assembly ID&page# SHGC* x Area(A) =SHGC x A SHGC x Area(A) =SHGC x A ID:Windows 1.000 346.0 346.0 1.000 346.0 346.0 rn ID: Glazing% Electric Resist: Other Heating •N ID: 0-20% 1.00 :. 1.00 > ID: >20-30% not allowed 0.65 ID: >30-40% not allowed 0.45 ID: (see Table 13-1 for ConctMasonry values) 'Note: Manufacturer's SC may be used in lieu of SHGC. Totals 346.0 346.0 Totals 346.0 346.0 For compliance: 1)Proposed total area shall equal Target Total Area,and 2)Proposed Total SHGC shall not exceed Target Total SHGC. Overhead Glazing Proposed SHGC Target SHGC List components by assembly ID&page# SHGC* x Area(A) =SHGC z A SHGC x Area(A) =SHGC x A ID: m ID: Glazing% Electric Resist. Other Heating: ID: 0-20% 1.00: 1.00 ID: >20-30% not allowed: 0.65 ED ID: >30-40% not allowed 0.45 O ID: (see Table 13-1 for Conc/Masonry values) *Note:Manufacturer's SC may be used in lieu of SHGC. Totals Totals For compliance: 1)Proposed total area shall equal Target Total Area,and 2)Proposed-Total SHGC shall not exceed Target Total SHGC. Target • AdjustmentCalculations If the total amount of glazing area as a%of gross exterior wall area(calculated on ENV-SUM1)exceeds the maximum allowed in Table then this calculation must be submitted Use the resulting areas in the Target UA and SHGC calculations above. Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Walls Glazing Area OG= OG= VG= 346.0 Note: OG=overhead glazing Opaque Area 22560.0 23627.0 VG=vertical glazing Gross Exterior Wall Max Glazing Area Maximum Target Area (Table 13-1) Glazing Area 24663.0 X 40.0% _ 100 = 9865.2 Target OG Area in Roofs over Attics Target OG Area in Other Roofs Max OG Remaining Target VG Area For Target OG's,the 9865.2 - lesser - 9865.2 - lesser = 346.0 lesser values are used both here and 9865.2 t> 9865.2 below. Proposed Opaque Area Proposed OG Area Target OG AreaW Target Opaque Area Roofs over Attics + - Other Roofs 22560.0 + - = 22560.0 Proposed Opaque Area Proposed VG Area Target VG Area Target Opaque Area Walls 23627.0 + 346.0 - 346.0 = 23627.0 Target Areas OK Note. If there is more than one type of wall,the Target VG Area may be distributed among them,and separate Target Opaque Areas found. If the Target Areas for Opaque Walls listed on the front must equal the total calculated here. Target values in shaded boxes are used in the applicable Target UA calculations on the front. Target VG Area and Total Target OG Area are also used in the applicable Target SHGC calculations above. I I I _ M.T.C. ` Material's Testing & Consulting;Tnc. 6; REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST Report#C 9343 CLIENT: �' PROJECT: � � S ADDRESF: -�rl�l; �r�� FILE NO: V4 t7 ,9/l '-= Al..r DATE CAST: DATE RECEIVED: PERMIT#: FIELD DATA _ LOCATION OF PLACEMENT: SAMPLED AT: CONTRACTOR SUPPLIER QUANTITY PLACED,CU/YD MIX#&PROPORTIONS Ir DELIVERY TICKET NO. S-� _, CEMENT, lbs. ,•���� TRUCK NO. f FLYASH, lbs. BATCH TIME. 5 L) WATER, gals. SAMPLE TIME f�r � FINE AGGREGATE, SLUMP, inches(ASTM C-143) { �� ,!/11 COARSE AGGREGATE, IbV.1 n AIR CONTENT, %(ASTM C-231) COARSE AGGREGATE, lbs.-5F AIR TEMPERATURE, -F 0 '") COARSE AGGREGATE, lbs. CONCRETE TEMP, nF(ASTM C-1064) 0 ADMIXTURE, oz./cwt Lu Pi ADMIXTURE, oz./cwt COMPRESSION TEST RESULTS ASTM C-39 LOG TEST DATE OF TOTAL LOAD CYLINDER CYLINDER COMPRESSIVE TESTED OBSERVATIONS NO. AGE TEST (LBS) DIA. (IN.) AREA STRENGTH BY DAYS) (SQ.IN.) (PSI 7 Cylinders made by a MTC representative ❑ Cylinders picked up by a MTC representative "� ❑ Test results comply with applicable specification Reinforcing steel was visually vopocted and found to comply with project plans and specs ElReinforcing steel does not comply with project plans and specdicallons w-.Gaa ms of water were added ®prior to/p after �'�►' samphrtg. s� REQ'D REMARKS: 1,71v .T /7' d,) 1 11 v ,00z' in c ,yl 'o c 0(:) ,"'a'kt-?!' r�rJ nG���. 7`� fag_< rihi< 7 REPORTED BY: J �,_ CHECKED BY: f DISTRIBUTION: original: cc: cc: cc: cc: cc: e All results apply only to aclaA 1—lious arid matmals to ued.As 'uutual protection to Omit,the public mid uoneives.all reports arc sabmilled as Ibe confidential property ofclienls,and authorization for publication of statements,conclusions or extracts from or regarding oar tcpwts isreserved pending our written approval. 777 Ch' sler Drive • Burlington,Wa.98233 • Phone(360)755-1990 • FAX(360)755-1980 Rev.9/99 M.T.C. Materials Testing & Consulting, Inc. REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST / Report IC ` ^ CLIENT: PROJECT: „�� (,._, -� Aj, L't-), ADDRESS: FILE NO: DATE CAST: DATE RECEIVED: PERMIT#: ,(Ac CFI D DATA / LOCATION OF PLACEMENT: �,:)o AGC.�- .r' SAMPLED AT: CONTRACTOR � told SUPPLIER QUANTITY PLACED,CU/YD fi;. MIX#&PROPORTIONS DELIVERY TICKET NO. / 7 4;% CEMENT, lbs. TRUCK NO. ! FLYASH, lbs. BATCH TIME, WATER, gals. SAMPLE TIME r'4�rj FINE AGGREGATE, lbs. SLUMP, inches(ASTM C-143) COARSE AGGREGATE, lbs. AIR CONTENT, %(ASTM C-231) ,�fC� COARSE AGGREGATE, lbs. AIR TEMPERATURE, °F 73" 0 COARSE AGGREGATE, lbs. CONCRETE TEMP, °F(ASTM C-1064) ;7 cam` 0 ADMIXTURE, oz./cwt r ADMIXTURE, oz./cwt COMPRESSION TEST RESULTS ASTM C-39 LOG TEST DATE OF TOTAL LOAD CYLINDER CYLINDER COMPRESSIVE TESTED OBSERVATIONS NO. AGE TEST (LBS) DIA. (IN.) AREA STRENGTH BY DAYS) (SQ.IN.) (PSI Cylinders made by a MTC representative � 'f 1❑�1 Cyluiders picked up by a MTC representative �~ ❑ Test results comply with applicable specification - ` Reinforcing steel was visually inspected and found to •q comply with project plans and specs ❑ Reinforcing steel does not comply with project plans and specifications Gallons of water were added 0 prior to/0 after sampling. REQ'D REMARKS: .{il a .' >✓ r� _ ! C_. l t/A fJ_ ,r'�`c:., ,,� - f- clt '. r d. r -�� •cam �C•c:: REPORTED BY: CHECKED BY: 1,�clt ..,.�sz ` � l DISTRIBUTION: original: cc: cc: cc: cc: cc: All results apply only to actual locations and materials tested.As a nmtual protection to clients.We public and masques,all reports are submitted as the confidential property orclicnls,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. 777 Chrysler Drive a Burlington,Wa.98233 • Phone(360)755-1990 • FAX(360)755-1980 Rev,9199 I melf"c. 008729 Material-S Testing & Co�noahing, Inc. REPORT OF FIEL'D 1H,4Sry'E-GTiDM C0311j�-R-E-fE CO- WIPRESSIOM lf"EST CLIENT: PROJECT: Report#C ADDRESS: FILE NO: DATE CAST: 2�2 --IGn DAT E RECEIVED: PERMIT FJELD DATA LOCATION OF PLACEMENT: Z--.. Z 5,-S oc SAMPLED AT: CONTRAc-rOR SUPPLIER QUANTITY PLACED,CUND MIXff&PROPORTiONS DELIVERY'riCKET NO. CEMENT, %s. TRUCK NO. —7 j FLYASH, lbs, WATER, gals. BATCH TIME. SAMPLEE'nmE FINE AGGREGATE, lbs. IDS SLUMP; STIVIC-14-3)kA ✓ COAP-SE AGGREGATE, lbs. Z k 7 AIR CON %(AS NI C-23'1) GOAR'SE AGGREGATr, lbs. AIR TEMPERATURE. -F COARSE AGGREGATE, lbs. CONCRETE TEMP, -F(ASTM f'MIX TURE, oz.f(,vA ADMIXTiURE, -m./cwi COMPRESSION T177,ST REGUL- S --Z� DATE' i I-AL LOA U lz�—j- -ro-! LOG C -��14 LDIE R NO. P-,,G E O�z UB S) DIA. (1111.) A[--(EA I STRZENIGTH BY D AYS). SI) cyiinciars made by a mi—rc rewesenisuvo Cylinders pickeml up by a VTTC rapiosenislive Test results comply with appoicabI3 ? speofflafflon R.einforring slit was Osuslly inspected and found to comply vAth.pro)e-ct plans end specs 0 Raln(co cing s--04 dons not wrnjAy wKh project plans and specifications of rarer w2�'E aJded Updocia/0 after sarnpling. e- REMARKS: t,, 14/ e-- REPORTED BY: CHECKED BY: DISTRIBUSTIOW, o0j�l! cc: cc: •cc: cc: 2;'Z� fbf Is IN."mopfilg-u ,q.m b mLwmiq-1;ag—-iilm 49pouA 777 Chmslcr Drive,Suite A Buding-l-lop,`"Vh.921-33 - NhOm 11601)7,555-1 S)90 o FAY(360)755-1980 Hay.4199 M.T.C. Materials Testing & Consulting, Inc. REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST Report#C CLIENT: �t<_s f aLl ,��; PROJECT: ADDRESS: FILE NO: DATE CAST: a -4 1,0.0 DATE RECEIVED: PERMIT#: FIELD DATA LOCATION OF PLACEMENT: SAMPLED AT: n n CONTRACTOR l Pr tr L S(. SUPPLIER QUANTITY PLACED,CU/YD cy MIX#&PROPORTIONS DELIVERY TICKET NO. 6C)- CEMENT, lbs. 14.3?d TRUCK NO. 1 FLYASH, lbs. BATCH TIME. WATER, gals. 2 (a� SAMPLE TIME c3;3d FINE AGGREGATE, lbs. 1 SLUMP, inches(ASTM C-143) cl COARSE AGGREGATE, lbs. 1 AIR CONTENT, %(ASTM C-231) COARSE AGGREGATE, lbs. AIR TEMPERATURE, °F dojo 0 COARSE AGGREGATE, lbs. CONCRETE TEMP, °F(ASTM C-1064) 74, 0 ADMIXTURE, oz./cwt ADMIXTURE, oz./cwt COMPRESSION TEST RESULTS ASTM C-39 LOG TEST DATE OF TOTAL LOAD CYLINDER CYLINDER COMPRESSIVE TESTED OBSERVATIONS NO. AGE TEST (LBS) DIA. (IN.) AREA STRENGTH BY DAYS) (SQ.IN.) PSI 1 [3r Cylinders made by a MTC representative y t� ❑ Cylinders picked up by a MTC representative c ❑ Test results comply with applicable specification ❑ RouO.-ng steel was visually mepected and found to lrampty An project plans and specs ❑ Reinfeuclrp steel does not comply with project plans and specifications lGaeuns of water were added 0 prbr to/O after sampenp.'- REQ'D REMARKS: REPORTED BY: f'h/�•�ict f' CHECKED BY: DISTRIBUTION: original: cc: cc: cc: cc: cc: All results apply only to uctual locations and materials tested Asa mutual protection to clients.the public and ourselves,all reports arc submitted as the confidential property orclients,and audiorizadon for publication orstatemeau.conclusions or extracts from or regarding our reports is reserved pending our written approval 777 Chrysler Drive • Burlington,Wa.98233 • Phone(360)755-1990 • FAX(360)755-1980 Rev.9/99 M.T.C. Materials Testing & Consulting, Inc. REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST p Report#C 9 1 �+ CLIENT: j �. �� < ,t��lj'; PROJECT: ADDRESS: FILE NO: DATE CAST: _ 47 —de-) DATE RECEIVED: PERMIT#: r _ FIELD DATA t LOCATION OF PLACEMENT: IQ i�-ouN� �-�� i r•I s'4-r-.�;- n [:� c.� SAMPLED AT: (,;7, / ��; n- A* , -711 r ¢ CONTRACTOR ) SUPPLIER �j r�NbUa�l 14 t QUANTITY PLACED,CU/YD ; -� MIX#&PROPORTIONS cs �' � /Dd? ty. �'S"S/t DELIVERY TICKET NO. S Q9 L1--7 CEMENT, lbs. TRUCK NO. 3 FLYASH, lbs. BATCH TIME. ✓/' WATER, gals. SAMPLE TIME 12 3 1 FINE AGGREGATE, lbs. SLUMP, inches(ASTM C-143) �� COARSE AGGREGATE, lbs. AIR CONTENT, %(ASTM C-231) COARSE AGGREGATE, lbs. w AIR TEMPERATURE, IF �3 U COARSE AGGREGATE, lbs. �\ CONCRETE TEMP, °F(ASTM C-1064) 0 ADMIXTURE, oz./cwt ADMIXTURE, oz./cwt COMPRESSION TEST RESULTS ASTM C-39 LOG TEST DATE OF TOTAL LOAD CYLINDER CYLINDER COMPRESSIVE TESTED OBSERVATIONS NO. AGE TEST (LBS) DIA. (IN.) AREA STRENGTH BY (DAYS) SQ.IN. (PSI) Cylinders made by a MTC representative �1 ❑ Cylinders picked up by a MTC representative ❑ Test results comply with applicable specification /Retnlardrtp steel was vhua9y Inspected and fount to - wmpty wdh project plans and specs ❑ Reinforckttl steel does not comply with project plans and speolatlons Ga.lons of water were added ¢'pror to/O after sampling. REQ'D Y REPORTED BY: '/ CHECKED BY: DISTRIBUTIO r, orriginal: cc: cc: cc: cc: cc: All results apply only to uctuul locations and nmterials tested Asa mutual protection to clients.the public and ourselves.all reports are submiucd as the confidential property orclieuts.and autborintion for publication orstatements,conclusions or extracts from or regarding our reports is reserved pending our written approval 777 Chrysler Drive • Burlington,Wa.98233 • Phone(360)755-1990 • FAX(360)755-1980 Rev.9/99 MTCMaterials Testing & Consulting, Inc. Report #F Gi L1 L!• FIELD- REPORT7771 Materials Testing& Consulting, Inc. FILE NO: 777 Chrysler Drive, Suite A DATE: Ff/11 o0 Burlington,WA 98233 Phone: (360)755-1990 PROJECT: FAX: (360)755-1980 ADDRESS: 1 i Cv o-L A;+e• CITY: ENGINEER: CLIENT: A ARCHITECT: ATTN: CONTRACTOR: S i e fd'a ADDRESS: OWNER: PERMIT NO: Time: Temp: rA TC 1')a6 OaAl ed esl 0 o-Az._yc_ c, ( coo A mA L•Zslac A lti`4_ k40 CM 5'j-e_ . l.i WL- C Was me.c5ed. 4 l7:e)o eu F�'J 17fo0• C- A-,pee-ted W.P_ ;e-lba 1~ CGr 'k,�e... 4-r A"S Glwd •rin4')S11 +t.4GJ- ¢'1- WCC�, i n Cr101 fi I CL AAC Q... 1 J 4-4,,e r e, 1 ,J s1 r 4 i/�i -4 a-lao( r �,_'1-yi r �'_k l�eM t•M.c for 1..lC.�0;ir21-f I,JJP�.S ne 1 ri n Inc C- Gr) 19��� 1�n .t� +6 r G� Pla{y- INSPECTOR ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE TIIE PROPERTY OF THE CLIENT AND MTC REPRODUCTION EXCEPT IN FULL,WITIIOUT THE WRITTEN CONSENT OF MTC,IS STRICTLY FORBIDDEN DATE OBSERVED 3ftEarth COnSUltantS Inc. PROJECT NO. ' -7 " S CenteChn[Cal Engineers.Geologists&Environmental Scienlists PROJECT NAME _�-1C�'` Pfaff• Fac.l I.-!.� 1805-138th Place N.E.,Suite 201 Bellevue,WA 98005 Bellevue(425)643-3780 FAX(425)746-0860 -41 Toll Free(888)739-6670 PROJECT LOCATION 96 —V 5. Nf Arlli r\ MEMORANDUM OWNER OR CONTRACTOR FOOTING EXCAVATION OBSERVATION MAAr' L'or DESCRIPTION OF FOOTINGS OR CAISSONS COVERED BY THIS NOTICE: FOOTINGS CONDITIONS OBSERVED C ' o va gr�vcl w�kh 6&r1A . REMARKS: A-6 f-CIIA(. �.AVl�faC}�ft t:G' Was 6A-64f-- -10 6b6ON<- Foun�,r��an A K4 Inc k Aigm4•y'. ohsec tot rv _a �evr\"timn, Ebr A, A 4 .- 56i� ri C D • 1 � r _� ate o n<. , t✓._C..T_ w i 11 C t-��nrn i� f'ce c 5k c�. •� � in �-4�a F• - The undersigned has observed only the footing and/or caisson excavations listed above.The results of this observation are only valid for a period of 48 hours.If any change in the conditions occurs,we should be promptly notified. 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C5 � Z 0 � of .o» 3 � `D � (Dr► ((' I � � A � l,• � N' m °co ti W -i w CJ n m a,D n o k> W a H r° a _ � �N� m 3 m 3 Z r- Umi -1 � •L h a Gl o m Z oD Ul= 0 � � o m m °to 4 a'o. �10 m a < d �-A m m r y o u aa) n 1 < r a aoi =3 n3i o 49 m w F' D� UI 0 3 � mio 0 I to cn 6 a.oil , ® ® p A m 0 Z Q < ' p O o o 0 o a 6 W LU cc o 00CD = =I,:L^ _a J 2 9 3= m s =1 s: Z C = G: r I � City of • General Services emo �� ��y�rJ- TO: Yvonne Page, Dave Anderson FROM: Terri Littlejohn DATE: 02/22/2001 RE: ACS landscape Inspection I inspected the landscaping for ASC and have the following comments. ➢ The approved landscape plans were not adhered to. ➢ The ground cover(Kinnikinnick&Vinca Minor)was completely omitted. ➢ There are two islands missing. One is to the west of the main office entrance and the other is in front of the manufacturing area. There was an attempt to relocate the plants from one of these islands although mugos were used and these do not meet specifications. ➢ Dwarf mugo pines were substituted for burning bushes that were approved. These a mugo pines that are planted do not meet the requirement of being a minimum of 24" high at time of planting per UDC code. ➢ Most of the trees except the 5 in the long narrow island in the middle of the parking lot were replaced with rhododendrons. Rhododendrons are shrubs and are not acceptable as substitution for trees. ➢ The Spruce tree, which replaced the Pine tree, is ok. ➢ Trees need to be staked according to planting detail on approved plans. ➢ After landscaping has been accepted all tags must be removed from the plants. Overall, this landscaping does not meet the density requirements of landscaping for the City. Substitutions were made for plant material that does not meet specifications and several of the required trees were omitted. I informed Bob Willoughby that the landscaping was rejected and he would have till March 5ti' 2001 to correct it. In order to correct it the landscape plans need to be adhered to. 1 CMCAGO TITLE INSURANCE COMPANY A-L.TA COMNTrMENT SCHEDULE A (Continued) Order No.: 365108 Your No.: LEGAL DESCRIPTION EXHIBIT (Paragraph 4 of Schedule A continuation) LOTS 11 AND 13, PLAT OF AIRPORT - 37, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 46 OF PLATS, PAGES 253 AND 254, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. RECEIVE[ JUN 14 2000 CITY OF ARLINGTON M -L4II CLTACMWPMA/OM r - �' (1 CHICAGO TITLE INSURANCE COMPANY Al-TA C0A0IITMENT SCHEDULE A (Continued) Order No.: 365108 Your No.: LEGAL DESCRIPTION EXIEBTT (Paragraph 4 of Schedule A continuation) LOTS 11 AND 13, PLAT OF AIRPORT - 37, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 46 OF PLATS, PAGES 253 AND 254, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. RECEIVED J U N 14 2000 CITY OF ARLINGTON CLTACMM/RDA/OM CMCAGO TITLE INSURANCE COMPANY A.I..TA COMbIITMENT SCHEDULE A (Continued) Order No.: 365108 Your No.: LEGAL DESCRIPTION EXHIBIT (Paragraph 4 of Schedule A continuation) LOTS 11 AND 13, PLAT OF AIRPORT — 37, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 46 OF PLATS, PAGES 253 AND 254, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. RECEIVED JUN 14 2000 CIT Y OF ARLINGTON C�-- 411S MTACMM/RDA/0M CMCAG 41Z:)o UTLE INSURANCE COMPANY A-I.•TA COMMTMENT SCHEDULE A (Continued) Order No,; 365108 Your No.: LEGAL,DESCREM edule�p�a'aph 4 of SchON A ,API. LOTS 11 AND 13, PLAT OF AIRPORT continuation) OR_ 37, ACCDING IN VOLUME 46 OF PLATS, PAGES 2 53 AND 254, RECORD TO THE PLAT THEREOF, RECORDED WASHINGTON. S OF SNOHOMISH COUNTY, SITUATE IN THE COUNTY OF SNOHOIM=SH' STATE OF WA•SHINGTON. E C E I V E JUN 14 2000 CITY Off"ARLBNGTON Cro CI.T.�C,�4/RDA/0999 CHICAGO TITLE INSURANCE COMPANY A.L.TA COMMITMENT SCHEDULE A (Continued) Order No.: 365108 Your No.: LEGAL DESCRIPTION EXH BIT (Paragraph 4 of Schedule A continuation) LOTS 11 AND 13, PLAT OF AIRPORT - 37, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 46 OF PLATS, PAGES 253 AND 254, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. RECEIVED J U N 14 2000 CITY OF ARLINGTON CLTACMM/RDA/M% i _ice RE'4'C110 J n ReportACs Reactions-SUMMARY Date Shape : NEW MANUFACTURING p1I,� � 1 I ,� Time: Builder Contact:ALAN GOODE j Name!COMMERCIAL PACIFIC COMPANY Page: Address:P.O BOX 584 ro Re crenrsire: cS�Vonhgest Inc. • City,State Zip:WOODINVILLE,�b'ashington 980 7- lob 111 MBMA End Use:Manufacturing Production 19J\N 607. ` 11 A Vr Loads and Codes Count),.City. Zip;Building grfiuglpu I Building Usoe:e: 1997 S[anda d Occupancies l ' ding Code C'ountry; Snohomi haslhi"cto 4ta 8533 Live Load Wind Load Built Up:Cold , 89AISC' Live Load:20.00 psf Not Reducible Wind Speed: 8 O_p� roan_ 89AISI Rainfall 4 Collateral Gravity:7.00 psf Wind Exposure=_ 1Ph 00 in Collateral Uplift: 0.00psf Wind Enclosure--: 8 Sno►►'Load Allo►v,Ove Per hour f=trrt:1,03 rstress: Base Elevation : p�0�elose d nowY xp►•Load: 21.00p, Seismic ,"cc* 1.03. O �posurc Brc: / Categor~,: 1 Scismic:l Soil P one 3 Per Article 2.9 in the Builder Agreement. VP Buildings as hg Frame Rhic 7'Ype:Still soil dundanc i loading information for this specific building site. s urges t t the- o3raec RedundaneylFa�for.;l 0 wilder has called the %Sno►► rn Seis 1 !3 Used Design Load Combinations-Framing local Building ntic:0.00 No. Origin Factor g 00ic`'�!or Project t System 1.000 1,000 D+ 1.000 CG + 2 Engineer 10 obtain al 3 System 1.333 1,000 D+ 1.000 W G� '000 S 4PPlrcatr°n 4 System 1.333 L000 D+ 1.000<W 1 6 System 1.333 1,000 D+ 1.000 CG + C). I q �> Description 0.7 System 1.333 1.000 D+0.500 S+ l .000 1 8 System 1.333 1.000 D+0.500 S+ 1 .000 ��11 9 System 1.333 1,000 D+ 1.000 CG+ 1 UU 1 10 System 1.333 1.000 D+ 1.000 CG+ 1.000,O S + 0.500 Y I I System Derived 1.333 1.000 D+ 1.000 WP-+ -00 Wf 12 System Derived 1.333 1 MO D+0.500 S+ I .0000 130�00 c 13 System Derived 1.333 1.000 D+ 1.000 CG-t- 1.O 0 SP �- 1.00 i 14 System Derived 1.333 1,000 D+ 1.000 WP+ 1.000 S + 0 - O Wg 1> r 15 System Derived 1.333 System Derived 1.333 1,000 D+0.500 00 S++ 00000 <1�rg j 0 W P+0_500 WB l> O Wp+ i� 17 System Derived 1.333 L000 D+ L000 CG+ 1,p0p0 S i 0,0 0�P 1 1 18 System Derived 1.333 1.000 D+ 1.000 CG+ 1.000`� 0 wP+0.T00`WB13 I Design Load Combinations-Bracing 1 No. Origin Factor I System 1.333 1.000 W1> Applic 1 2 System 1.333 1.000<W I at'On 3 System 1.333 0.714 E> 4 System 1.333 0.714<E Description J Load Type Descriptions D Material Dead"'eight CG Collateral Load for Gravity Cases J C L Live Load *AL Alternate Span Live Load.Shifted Left CU Collates! us]* Unbalanced Snow Load 1,Shifted Right AL* Collateral Load US2* Unbalanced Snow Load 2.Shifted Right * Alternate Sl oad for Wind Cases J PFI Partial Load.Full. I Span US1 Sno►►• pan l rve Load.P * Load Shilled Right PF2 Partial Load,Full.2 Spans H�2 Unbalance W Wind Load PH2 Partial Sno►v Load 1,Shillcd Left <W 1 Wind Load,Case 1,Left I 2. <W2 Wl> Partia!Load'Hall: /Slaan ShifedLcll� . Wind Load.Case 2,Left ad, <W3 Wind Load.Case 3.Left W2' wtndL oa Hair 2Sparts r/ <W4 Wind Load,Case 4,Left W4; IVindLoadCase 1•Right <WS Wind Load,Case 5,Left Wind Lad, Case 2,Right R EI VEp <W6 Wind Load.Case 6.Left WS> Wind toad• Case 3,Right W6> Wind Ca se 4_Right wP Lad.Case s, Right JUL 1 Wind 1 ad, Case 6.Right 2U�0 VPC File:ACS NORTHWEST INC..VPC Parallel to Ridge City OF gRLINGTON VPC` Version :�. .�.. ' � 3 ,, � . 1 iY' _d � i � •'. L� Date: 6/27/00 NO Reaction Report ACS Time: 10:52 AM I Page: 2 of 26 WPR Wind Load.11 Ridge,Right WPL Wind Load,11 Ridge.Left E Seismic Load E> Seismic Load.Right <E Seismic Load,Left EG Vertical Seismic Effect EG+ Vertical Seismic Effect,Additive EG- Vertical Seismic Effect,Subtractive FL Floor Live Load FL* Alternate Span Floor Live Load,Shifted Right *FL Alternate Span Floor Live Load.Shifted Left FD Floor Dead Load AL Auxiliary Live Load AL*> Auxiliary Live Load,Right,Right *AL> Auxiliary Live Load,Right,Left <AL* Auxiliary Live Load,Left,Right <*AL Auxiliary Live Load,Left,Left AD Auxiliary Dead Load U User Defined Load U 1 User Defined Load- P U2 User Defined Load-2 U3 User Defined Load-3 -� U4 User Defined Load-4 U5 User Defined Load-5 U6 User Defined Load-6 U7 User Defined Load-7 U8 User Defined Load-8 U9 User Defined Load-9 R Rain Load T Temperature Load l l l 1 1 i .J _ J J VPC File:ACS NORTHWEST INC..VPC VPC Version :1.1 I Date: 6/27/00 Reaction Report ACS Time: 10:52 AM I Page: 3 of 26 Overall Building Description Shape Overall Overall Floor Area Wall Area Roof Area Max.Eave Min.Eave Max.Roof Min.Roof Peak Width Length (sq.ft.) (sq.ft.) (sq.ft.) Height Height 2 Pitch Pitch Height NEW MANUFACTURING 66T0/0 290 0r0 19140 21317 19157 34/310 311610 0.000.12 PHASE I NEW OFFICE 36/0/0 95/0/0 3420 532 3924 22/0/0 13/0/0 4.909:12 -3.000:12 22/0/0 'total For All Shape! 22560 21849 23081 l Overall Shape Description Roof I Roof 2 From Grid To Grid Eave Ht Eave Ht.2 Pitch Pitch 2 Dist.to Ridge Peak Height A I-A 1-D 34/3/0 31/6/0 -0,500:12 1 l 1 (Yl 4 11 12 13 10 14 15 t6 I lY f 3 �;{ 1 f i t f 4 I _ l I 1 _J _ J _1 _ 1 VPC File:ACS NORTHWEST INC..VPC VPC Version :1.1 Date: 6/27/00 Reaction Report ACS Time: 10:52 AM Page: 4 of 26 Wall : 4, Frame at: 1/0/0 Frame 1D:P&B 22FT SPACING Frame Type:Post&Beam _ 1 Vy VY VY Vy Hx Hx Hx Hx _ 1 Values shown are resisting forces of the foundation. Reactions-Load Type at Frame Cross Section: 1 Column Type Exterior Column Interior Column Interior Column Exterior Column X-Loc 0/0/0 22/0/0 44/0/0 66/0/0 Grid -Grid2 1-D I-C 1-B 1-A Base Plate W x L(in.) 8 x 9 8x11 8x11 8x10 Base Plate Thickness(in.) 0.375 0.375 0.375 0.375 Anchor Bolt Qty/Diam. (in.) 2-0.750 2-0.750 2-0.750 2-0.750 1 Column Base Elev.(fl) 1000 1000 - 100.0 100.0 Load Type Desc. Hx Vy Hz Vy Hz Vy Hx Vy D Frm -0 01 0 76 1.14 1.15 0.48 CG Frm -0.01 0-80 1.76 - 1.77 0.67 L Frm -0.03 2.28 5.04 5.05 - 1.91 I S Frm -0.04 2.86 - 630 - 6.31 - 2.38 I W 1> Frm -0.10 -1.36 4.76 -2.25 407 -2.26 -1.1 1 -0.89 <W I Frm 0.34 -1.43 -4.76 -2,25 -4 07 -2.25 1.78 -0.82 E> Frm -0.06 -0.02 -0.18 - -012 - -0.07 -0.07 1 <E Frm 0.06 0.02 0.18 - 0.12 0.07 0.07 - WP Frm 1 0.24 1 -0 88 1 -2.25 -2.26 -1.56 -0.80 ( Maximum Reactions Summary-Framing I X-Loc Grid Hrz left Load Hrz Right Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load Mom cw Load om ccw Load (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case (k) (k) (k) (k) (k) (k) (in-k) (in-k) 0/0/0 I-D 0.14 12 0.33 4 - - - 1.07 17 4.41 2 - 22/0/0 1-C - 4.76 4 4.76 3 1.69 17 9.20 2 - - - 44/0/0 1-B - - - 4.07 4 4.07 3 1.69 16 9.22 2 - - 66/0/0 1-A 1.56 5 1.78 4 - - - 0.66 16 3.53 2 7 1 _ J VPC File:ACS NORTHWEST INC..VPC VPC Version :1.1 i Date: 6/27/00 Reaction Report ACS Time: 10:52 AM t Page: 5 of 26 Wall : 4, Frame at: 20/0/0 Frame ID:Rigid Frame Frame Type:Rigid Frame _ 1 io VY Hx Hx 1 Values shown are resisting forces of the foundation. Reactions-Load Type at Frame Cross Section:2 Column Type Exterior Column Exterior Column X-Loc 0/0/0 66/0/0 l Grid -Grid2 2-D 2-A 11 Base Plate W x L(in.) 10 x 24 9 x 26 Base Plate Thickness(in.) 0.375 0.375 Anchor Bolt Qty/Diam. (in.) 4-0.750 4-0.750 Column Base Elev.(ft) 100.0 1 0.0 Load Type Desc. Hx Vy fix Vy D Frm 0.77 3.59 -0.77 3.67 CG Frm 1.62 5.08 -1.62 5.09 - L Frm 4.62 14.51 -4.62 14.53 S Frm 5.78 18.14 -5.78 18.16 W 1> Frm -4.40 -8.53 -2.26 -4.44 <W 1 Frm 0.87 -3.72 8.41 -9.25 - E> Frm -1.83 -1.80 -1.94 1.66 - <E Frm 1.83 1.80 1.94 -1.66 _ WP Frm -2.71 1 -7.37 1 -1.88 1 -5.60 Maximum Reactions Summary-Framing X-Loc Grid Hrz left Load Hrz Right Load Hrz in Load Hrz Out Load Uplift Load Vrt Down Load Mom cw Load Mom ccw Load ` (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case (k) (k) (k) (k) (k) (k) (in-k) (in-k) 0/0/0 2-D 3.63 3 8.83 11 6.40 16 26.81 2 66/0/0 2-A 8.16 2 7.64 4 - 6.94 17 26.92 2 . 1 VPC File:ACS NORTHWEST INC..VPC VPC Version :].I i Date: 6/27/00 go Reaction Report ACS Time: 10:52 AM Page: 6 of 26 Wall : 4, Frame at: 45/0/0 Frame ID:Rigid Frame Frame Type:Rigid Frame A Vy Vy 9 Hx Ht Values shown are resisting forces of the foundation. IReactions-Load 1-ypc at Frame Cross Section:4 Column Type Exterior Column Exterior Column X-Loc 0/0/0 66/0/0 Grid 1 -Grid2 4-D 4-A Base Plate W x L(in.) I l x 24 10 x 26 Base Plate Thickness(in.) 0.375 0.375 Anchor Bolt Qty/Diam. (in.) 4-0.750 4-0.750 1 Column Base Elev.(ft) 100.0 100.0 Load Type Desc. Hx Vy Hx Vy D Frm 0.81 3.92 -0.81 401 CG Frm 1.74 5 77 -1 74 5 78 L Frm 4.96 16.49 -4.96 16.51 S Frm 6.20 20.61 -6.20 20.64 W 1> Frm -5.09 -9.83 -2,76 -4.93 <W 1 Frm 1.07 -4.37 9.19 -10.39 E> Frm -2.13 -2.04 -2.14 1.88 <E Frm 2.13 2,04 2.14 -1.88 WP Fnn -3.12 -8.51 1 -2,37 -6.25 1 Maximum Reactions Summary-Framing X-Loc Grid Hrz left Load Hrz Right Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load Mom cw Load Mom ccw Load (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vv) Case (-Mzz) Case (Mzz) Case (k) (k) (k) (k) (k) (k) (in-k) (in-k) 0 0/0 4-D 4.28 3 9.80 I] - - - 7.37 16 30.30 2 - - - 66/0/0 4-A 8.75 2 8.38 4 - - - 7.79 17 30,43 2 - - - - Maximum Reactions Summary-Bracing X-Loc Grid Hrz left Load Hrz Right Load 'Hrz In Load Hrz Out Load Uplift Load Vrt Down Load (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (k) (k) (k) (k) (k) (k) 0/U/0 4-D - - - 7.13 4 8.98 3 4.04 4 l 66 00/0 4-A 7.31 4 4.27 4 10.01 3 -1 Note:Reactions shown in the Bracing Reactions table are not included in the Frame Reactions table.Combine per Code as needed. I , VPC F1le:ACS NORTHWEST fNC..VPC VPC Version :1.1 Date: 6/27/00 Reaction Report ACS Time: 10:52 AM Page: 7 of 26 Wall : 4,Frame at: 70/0/0 Frame ID:Rigid Frame Frame Type:Rigid Frame Vy Hx Hx AFUr Values shown are resisting forces of the foundation. 'y Reactions-Load Type at Frame Cross Section:6 Column Type Exterior Column Exterior Column X-Loc 0/0/0 66/0/0 i Grid 1 -Grid2 6-D 6-A +] Base Plate W x L(in.) 11 x 24 10 x 26 Base Plate Thickness(in,) 0.375 0.375 Anchor Bolt Qty/Diam. (in.) 4-0.750 4-0.750 Column Base Elev.(ft) 100.0 100.0 Load Type Desc. Hx Vy Hx Vy D Frm 0.81 3.92 -0.81 4.01 CG Frm 1.74 5.77 -1.74 5.78 L Frm 496 16.49 -4.96 16.51 S Frm 620 2061 -6.20 20.64 W 1> Frm -5.09 -9 83 -2.76 -4.93 <W 1 Frm 1.07 -4.37 9.19 -10.39 E> Frm -2.13 -2.04 -2.14 1.88 - <E Frm 2.13 2.04 2.14 -1.88 - WP Frm -3.12 -8.51 1 -2.37 1 -6.25 - Maximum Reactions Summary-Framing X-Loc Grid Hrz left Load Hrz Right Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load Mom cw Load Mom ccw Load (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case (k) (k) (k) (k) (k) (k) (in-k) (in-k) 0/0r 6-D 4.28 3 9.80 11 - 7.37 16 30.30 2 d 66/0/0 6-A 8.75 2 8.38 4 - 7.79 17 30A3 2 Maximum Reactions Summary-Bracing X-Loc Grid Hrz e t Load Hrz Right Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load 1 (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (k) (k) (k) (k) (k) (k) 0/ /0 6-D - - - 3.21 5 - - 4.04 4 8.98 3 66/0/0 6-A - - - 3.12 5 - 10,01 3 4.27 4 Note:Reactions shown in the Bracing Reactions table are not included in the Frame Reactions table.Combine per Code as needed. VPC File:ACS NORTHWEST INC..VPC VPC Version :1.1 1 i� i r r� � i - Date: 6/27/00 Reaction Report ACS Time: 10:52 AM Page: 8 of 26 Wall : 4, Frame at: 95/0/0 Frame ID:Rigid Frame Frame Type:Rieid Frame zC vy vy Hx Hx �ti t ti Values shown are resisting forces of the foundation- 1 Reactions-Load Type at Frame Cross Section:8 Column Type Exterior Column Exterior Column X-Loc 0/0/0 66/0/0 Grid -Grid2 8-D 8-A Base Plate W x L(in.) l I x 24 10 x 26 Base Plate Thickness(in.) 0.375 0.375 Anchor Bolt Qty/Diam. (in.) 4-0.750 4-0.750 Column Base Elev.(ft) 100.0 100.0 Load Type Desc. Hx Vy Hx Vy D Frm 0.86 413 -0.86 4.13 - - - CG Frm 1.79 5.90 -1.79 5.78 - - L Frm 5.11 16.86 -5.11 16.52 - - S Frm 6.39 21.08 -6.39 20.65 - - - W l> Frm -7.64 -10.95 -3.33 -4 36 - - <W 1 Frm 2.18 -4.70 9.51 -10 60 - E> Frm -2.25 -2,05 -2.20 191 - - <E Frm 2.25 2.05 2.20 -1.91 - WP Frm 1 -1.24 -8.13 -1.89 -6.62 Maximum Reactions Summary-Framing X-Loc Grid Hrz left Load Hrz Right Load IArz In Load Hrz Out Load Uplift Load Vrt Down Load Mom cw Load Mom ccw Load (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case (k) (k) (k) (k) (k) (k) (in-k) (in-k) 0/0/0 8-13 6.78 3 10.24 11 - - - 8.21 16 31.12 2 - 66/0/0 8-A 9.04 2 8.65 4 - - 7.95 17 30.56 2 - Maximum Reactions Summary-Bracing X-Loc Grid Hrz left Load Hrz Right Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load (-Hx) Case (I-Ix) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (k) (k) (k) (k) (k) (k) 0/0/0 $-D - 4.27 4 5.38 3 7.81 4 66/0/0 8-A 4.20 4 8.67 4 5.76 3 Note:Reactions shown in the Bracing Reactions table are not included in the Frame Reactions table.Combine per Code as needed. VPC File:ACS NORTHWEST INC..VPC VPC Version :1.1 ,I � . I� I 1 ` Date: 6/27/00 Reaction Report ACS Time: 10:52 AM ' 1 Page: 9 of 26 Wall : 4, Frame at: 120/0/0 Frame ID:Rigid Frame Frame Type:Rigid Frame .l S V Hx Hx 1 Values shoNNn are resisting forces of the foundation. Reactions-Load Type at Frame Cross Section:9 Column Type Exterior Column Exterior Column X-Loc 0/0/0 66/0/0 Grid -Grid2 9-D 9-A Base Plate W x L(in.) 1 I x 24 10 x 26 Base Plate Thickness(in.) 0.375 0.375 Anchor Bolt Qty/Diam. (in.) 4-0.750 4-0.750 1 Column Base Elev.(ft) 100.0 100.0 - - J Load Type Desc. Hx Vy ITX Vy D Frm 0.85 4.01 0.85 4.10 CG Frm 1.78 5.77 -1.78 5.78 - - - L Frm 5.07 16.49 -5.07 16.51 - - 1 S Frm 6.34 20.61 -6.34 20.64 _ J Wl> Frm -9.64 -10.84 -3.91 -3.91 <W1 Frm 3.73 -3.81 9.94 -10.94 - - E> Frm -2.26 -2.08 -2.25 1.92 - - - I <E Frm 2.26 2.08 2.25 -1.92 - - JWP Frm 0.76 1 -7.71 1 -1.45 1 -7.04 Maximum Reactions Summary-Framing X-Loc Grid Hrz left Load Hrz Right Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load Mom cw Load Mom ccw Load (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case (k) (k) (k) (k) (k) (k) (in-k) (in-k) 0/0/0 D-9 8.713 3 10:21 11 _ 8.13 16 11,11 2 - - 66/0/0 A-9 8.97 2 9.08 4 8.21 17 30.52 2 Maximum Reactions Summary-Gracing 1 X-Loc Grid Hrz left Load Hrz Right Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (k) (k) (k) (k) (k) (k) 0/0/0 D-9 - - - - 6.20 5 7.81 4 5.38 3 i 66/0/0 A-9 - - - 6.33 5 - 5.76 3 8.67 4 - ! Note:Reactions shown in the Bracing Reactions table are not included in the Frame Reactions table.Combine per Code as needed. VPC File:ACS NORTHWEST 1NC..VPC VPC Version :1.1 Date: 6/27/00 Reaction Report ACS Time: 10:52 AM Page: ]0 of 26 Wall : 4,Frame at: 145/0/0 Frame ID:Rigid Frame Frame Type:Rigid Frame - 1 - j f „. Hx - 1 1 Values shown are resisting forces of the foundation. Reactions-Load Type at Frame Cross Section:10 Column Type Exterior Column Exterior Column X-Loc 0/0/0 66/0/0 Grid -Grid2 10-D 10-A Base Plate W x L(in.) 11 x 24 10 x 26 Base Plate Thickness(in.) 0.375 0.375 Anchor Bolt Qty/Diam. (in.) 4-0.750 4-0.750 ] Column Base Elev.(ft) 100.0 100.0 - JI Load Type Desc. Hx Vy Hx Vy D Frm 0.85 4.01 -0.85 4.10 CG Frm 1.78 5.77 -178 5.78 L Frm 5.07 16.49 -5.07 16.51 - S Fnn 6.34 20.61 -6.34 20.64 W 1> Frm -9.64 -10.84 -3.91 -3.91 <W I Frm 3.73 -3.81 9.94 -10.94 E> Frm -2.26 -2.08 -2.25 1.92 - <E Frm 2.26 2.08 2.25 -1.92 - WP Frm 1 0.76 -7.71 -1.45 -7.04 Maximum Reactions Summary-Framing X-Loc Grid Hrz left Load Hrz P ight Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load Mom cw Load Mom ccw Load (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case (k) (k) (k) (k) (k) (k) (in-k) (in-k) 0/010 D-10 8.79 3 10.21 11 - 8.13 16 30.39 2 66/0/0 A-10 8.97 2 9.08 4 - - 8.21 17 3052 2 _1 VPC File:ACS NORTHWEST INC..VPC VPC Version :1.1 1 Date: 6/27/00 Reaction Report ACS Time: 10:52 AM ' Page: I 1 of 26 r Wall : 4, Frame at: 170/0/0 Frame 1D:Rigid Frame Frame Type:Rigid Frame Vy Vy Hx Hx ti Values shown are resisting forces of the foundation. Reactions-Load Type at Frame Cross Section:11 Column Type Exterior Column Exterior Column X-Loc 0/0/0 66/0/0 Grid -Grid2 I I-D I1-A Base Plate W x L(in.) I l x 24 10 x 26 Base Plate Thickness(in.) 0.375 0.375 Anchor Bolt Qty/Diam. (in.) 4-0.750 4-0.750 Column Base Elev.(ft) 100.0 100.0 - - - Load Type Desc. Hx Vy Hx Vy D Frm 0.85 4.01 -0.85 4.10 CG Frm 1.78 5.77 -1.78 5.78 - - L Frm 5.07 16.49 -5.07 16.51 - - - S Frm 6.34 20.61 -6.34 20.64 - W I> Frm -9 64 -10.84 -3.91 -3.91 - <W 1 Frm 3 73 -181 9.94 -10.94 - E> Frm -2 26 -2.08 -2.25 1.92 - - <E Frm 2.26 2.08 2.25 -1.92 - - - WP Frm 1 0.76 1 -7.71 1 -1.45 1 -7.04 - - - Maximum Reactions Summary-Framing X-Loc Grid Hrz left Load Hrz Right Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load Mom cw Load Mom ccw Load (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case (k) (k) (k) (k) (k) (k) (in-k) (in-k) 0/0/0 D-1 1 8 78 3 10.21 ]1 8.13 16 30.39 2 - - - 66/0/0 A-]1 8,97 2 9.08 4 - 8.21 17 30.52 2 - - - _ 1 i i VPC File:ACS NORTHWEST INC..VPC VPC Version :1.1 i Date: 6/27/00 Reaction Report ACS Time: 10:52 AM 1 Page: ]2 of 26 IWall : 4,Frame at: 195/0/0 Frame ID:Rigid Frame Frame Type:Rigid Frame _ 1 _1 �Y "y Hx Hx ti - 1 1 Values shown are resisting forces of the foundation. Reactions-Load Type at Frame Cross Section: 12 Column Type Exterior Column Exterior Column X-Loc 0/0/0 66/0/0 Grid] -Grid2 12-D 12-A Base Plate W x L(in.) 11 x 24 10 x 26 Base Plate Thickness(in.) 0.375 0.375 Anchor Bolt Qty/Diam. (in.) 4-0.750 4-0.750 Column Base Elev.(ft) 100.0 100.0 - Loa Type Desc. Hx Vy Hx Vy D Frm 0.85 4.01 -0. 5 410 CG Frm 1.78 5.77 -1.78 5.78 - L Frm 5.07 16.49 -5.07 16.51 - S Frm 6.34 20.61 -6.34 20.64 - W l> Frm -9.64 -10.84 -3.91 -3.91 <W 1 Frm 3.73 -3.81 9.94 -10.94 - - E> Frm -2.26 -2.08 -2.25 1.92 - - <E Frm 2.26 2.08 2.25 -1.92 - - WP Frm 1 0.76 1 -7.71 1 -1,45 1 -7,04 Maximum Reactions Summary-Framing X-Loc Grid Hrzleft Load Hrz Right Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load Mom cw Load Mom ccw Load (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case (k) (k) (k) (k) (k) (k) (in-k) (in-k) 0/0/0 D-12 8.78 3 10.21 11 - - - 8.13 16 30.39 2 - 66/0/0 A-12 8.97 2 9.08 4 - - 8.21 17 30.52 2 - VPC File:ACS NORTHWEST INC..VPC VPC Version :1.1 Date: 6/27/00 Reaction Report ACS Time: 10:52 AM I vkz. Page: 13 of 26 t Wall : 4, Frame at: 220/0/0 Frame ID:Rigid Frame Frame Type:Rigid Frame { l �Y Nz fix Values shown are resisting forces of the foundation. Reactions-Load Type at Frame Cross Section:13 Column Type Exterior Column Exterior Column X-Loc 0/0/0 66/0/0 Grid -Grid2 13-D 13-A Base Plate W x L(in.) l I x 24 10 x 26 Base Plate Thickness(in.) 0.375 0.375 Anchor Bolt Qty/Diam. (in.) 4-0.750 4-0.750 Column Base Elev.(ft) 100.0 100.0 Load Type Desc. Hx I Vy Hx I Vy D Frm 0.85 4.01 -0.85 4.10 - CG Frm 1.78 5.77 -1.79 5.78 - L Frm 5.07 16.49 -5.07 16.51 - S Frm 6.34 20.61 -6.34 20.64 - I W 1> Frm -9,64 -10.84 -3.91 -3.91 - = <W 1 Frm 3.73 -3.81 9.94 -10.94 - E> Frm -2 26 -2.08 -2.25 1.92 - 1 <E Frm 226 2.08 2.25 -1.92 - - WP Frm 0.76 1 -7.71 1 -1.45 1 -7.04 Maximum Reactions Summary-Framing X-Loc Grid Hrzleft Load Hrz Right Load Hrz In Load Hrz Uut Load Uplift Load Vrt Down Load Mom cw Load Mom ccw Load I (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case (k) (k) (k) (k) (k) (k) (in-k) (in-k) 0/0/0 D-13 8.78 3 10.21 11 - 8.13 16 30.39 2 66/0/0 A-13 8.97 2 1 9.08 4 - - 8.21 17 30.52 2 .J Maximum Reactions Summary-Bracing X-Loc Grid Hrz left Load Flrz Right Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (k) (k) (k) (k) (k) (k) b b/0 D-13 - - - 5.09 4 6.41 3 8.92 4 66/0/0 A-13 - - - 4.98 4 9.66 4 6.83 3 JNote:Reactions shown in the Bracing Reactions table are not included in the Frame Reactions table.Combine per Code as needed. VPC File:ACS NORTHWEST INC..VPC VPC Version :1.1 "f I �` I I Date: 6/27/00 Reaction Report ACS Time: 10:52 AM Page: 14 of 26 Wall : 4,Frame at: 245/0/0 Frame ID:Rigid Frame Frame Type:Rigid Frame 1 Vy �y Hx Hx Values shown are resisting forces of the foundation. Reactions-Load Type at Frame Cross Section: 14 Column]ype Exterior Column Exterior Column X-Loc 0/0/0 66/0/0 Grid -Grid2 14-D 14-A Base Plate W x L(in.) 11 x 24 10 x 26 Base Plate Thickness(in.) 0.375 0.375 Anchor Bolt Qty/Diam. (in.) 4-0.750 4-0.750 Column Base Elev.(ft) 100.0 100.0 1 - Load Type Desc. Hx Vy Hx Vy D Frm 0.85 4.01 -0.85 4.10 CG Frm 1.78 5.77 -1.78 5.78 - - L Frm 5.07 16.49 -5.07 16.51 - - S Frm 6.34 20.61 -6.34 20.64 - W 1> Frm -9.64 -10.84 -3.91 -3.91 <W 1 Frm 3.73 -3.81 9.94 -10.94 E> Frm -2.26 -2.08 -2.25 1.92 - <E Frm 2.26 2.08 2.25 -1.92 WP Frm 1 0.76 -7.71 -1.45 -7.04 - Maximum Reactions Summary-Framing X-Loc Grid Hrz left Load Hrz Right Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load Mom cw Load Mom ccw Load (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case (k) (k) (k) (k) (k) (k) (in-k) (in-k) 0/0/0 D-14 8.78 3 10.21 11 - - - 8.13 16 30.39 2 66/0/0 A-14 8.97 2 9.08 4 - - - 8.21 17 30.52 2 Maximum Reactions Summary-Bracing X-Loc Grid Hrz left Load Hrz Right Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (k) (k) (k) (k) (k) (k) 010/0 D-14 - - - 708 5 8.92 4 6.41 3 66/0/0 A-14 - Note:Reactions shown in the Bracing Reactions table are not included in the Frame Reactions table.Combine per Code as needed. VPC File:ACS NORTHWEST INC..VPC VPC Version :1.1 i i Date: 6/27/00 Reaction Report ACS Time: 10:52 AM : . Page: 15 of 26 Wall : 4, Frame at: 270/0/0 Frame ID:Rigid Frame Frame Type:Rigid Frame A f Vy j Hx Hx 1 1 Values shown are resisting forces of the foundation. Reactions-Load Type at Frame Cross Section:15 Column Type Exterior Column Exterior Column X-Loc 0/0/0 66/0/0 Grid -Grid2 15-D 15-A Base Plate W x L(in.) 10 x 24 9 x 26 Base Plate Thickness(in.) 0.375 0.375 Anchor Bolt Qty/Diam. (in.) 4-0.750 4-0.750 Column Base Elev.(ft) 100.0 100.0 Load Type Desc. Hx Vy Hx Vy D Frm 0.77 3.56 -0 77 3 69 - CG Frm 1.62 5.08 -162 5.09 - L Frm 4.64 14.51 -4 64 14.53 - - S Frm 5.80 18.14 -5 80 18.16 - - - W 1> Frm -8.26 -9.38 -3 33 -3.59 - - - <W 1 Frm 3.21 -3.19 9.15 -9.78 - - E> Frm -1.91 -1.84 -2.06 1.70 - - <E Frm 1.91 1.84 2.06 -1.70 WP Frm 1 0.77 1 -6.62 -104 -6.34 - Maximum Reactions Summary-Framing I X-Loc Grid Hrz left Load Hrz Right Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load Mom cw Load Mom ccw Load 1 (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case (k) (k) (k) (k) (k) (k) (in-k) (in-k) 0/0/6 D-]5 7.49 3 9.02 11 - 7.03 16 26.77 2 _ - - 66/0/0 A-15 8.19 2 8 37 4 - 7.33 17 26.94 2 .J VPC File:ACS NORTHWEST INC..VPC VPC Version :1.1 _i I Date: 6/27/00 Reaction ReportACS Time: 10:52 AM I Page: 16 of 26 Wall : 4,Frame at: 289/0/0 Frame ID:P&B 22FT SPACING Frame Type:Post&Beam zC Vy vr Vr Vr Hx Hx Hx Hx �ti ti ti _ 1 1 Values shown are resisting forces of the foundation. I Reactions-Load Type at Frame Cross Section:16 Column Type Exterior Column Interior Column Interior Column Exterior olumn X-Loc 0/0/0 22/0/0 44/0/0 66/0/0 1 Gridl -Grid2 16-D 16-C 16-B 16-A 1] Base Plate W x L(in.) 8 x 9 8 x 10 8 x 11 8 x 10 Base Plate Thickness(in.) 0.375 0.375 0.375 0.375 Anchor Bolt Qty/Diam. (in.) 2-0.750 2-0.750 2-0.750 2-0.750 Column Base Elev.(ft)j8 - 100.0 100.0 100.0 100.0 Load Type Desc. Hx Vy Hz Vy Hz Vy Hx Vy D Frm 0.63 1.13 1.15 0.67 CG Frm - 0.67 1.76 - 1.77 0.67 L Frm 1.91 - 5.04 - 5.04 1.90 I S Frm - 2.38 - 6.30 - 6.31 2.38 J W 1> Frm -1.63 -0.78 3.95 -2.25 4.07 -2.26 -I'll -0.91 <W 1 Frm 1.02 -0.89 -3.95 -2.25 4.07 -2.25 1.78 -0.80 E> Frm -0.07 -0.12 - -0.12 - -0.07 -0.07 <E Frm 0.07 - 0.12 - 0.12 - 0.07 0.07 WP Frm 1 1.43 1 -0.91 -2.25 -2.26 -1.56 -0.78 Maximum Reactions Summary-Framing X-Loc -7 Hrz left Load Hrz Right Load Hrz 1n Load Hrz Out Load Uplift Load Vrt Down Load Mom cw Load Mom ccw Load (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case (k) (k) (k) (k) (k) (k) (in-k) (in-k) 0/0/0 D-16 1.63 3 1.43 5 - 0.67 17 3.67 2 - 22/0/0 C-16 - - - 3.95 4 3.95 3 1.69 17 9.19 2 - - 44/0/0 B-16 - - - 4.07 4 4.07 3 1.69 16 9.22 2 - 66/0/0 A-16 1.56 5 1.78 4 0.69 16 1 3.72 1 2 - . 1 VPC File:ACS NORTHWEST INC..VPC VPC Version :1.1 __1 i Date: 6/27/00 Reaction Report ACS Time: 10:52 AM Page: 17 of 26 Shape : NEW OFFICE Overall Shape Description Roof 1 TRoof 2 From Grid To Grid Eave Ht. Eave Ht.2 Pitch Pitch 2 Dist.to Ridge Peak Height A 1- I-D 22/0/0 13/0/0 -3.000:12 C 1- 3- 13/0/0 22/0/0 4.909:12 D 8- 7- 13/0/0 22/0/0 4.909712 774r,t I I T - i i r C� o t j 1 1 -J 1 _1 1 . VPC File:ACS NORTHWEST INC..VPC VPC Version :1.1 i � _ Date: 6/27/00 Reaction Report ACS Time: 10:52 AM t ' I Page: 18 of 26 l Wall : 1,Frame at: 0/0/0 Frame ID:Leanto Frame Type:Lean-To l 1 Q - VY 1 Hz } 42•.1 nnr, t Values shown are resisting forces of the foundation. Reactions-Load Type at Frame Cross Section:1 Column Type Exterior Column X-Loc 0/0/0 1 Grid -Grid2 1-G Base Plate W x L(in.) 8 x 9 Base Plate Thickness(in.) 0.375 Anchor Bolt Qty/Diam. (in_) 2-0.750 Column Base Elev.(ft) 100.0 Load Type Desc. Vy D Frm 2.04 - - CG Frm 1.09 - - L Frm 7.28 - S Frm 9.10 - - W 1> Frm -4.01 - - - <W 1 Frm -3.31 - - E> Frm -0.03 <E Frm 0.03 - - WP Frm -2.61 - - - 3 ' 1 Maximum Reactions Summary-Framing X-Loc Grid Hrz left Load Hrz Right Load Hrz In Load rz Out Load Upiift Load Vrt Down Load Mom cw Load Mom ccw Load (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case (k) (k) (k) (k) (k) (k) (in-k) (in-k) 0/010 I-G - - 1.96 3 12.24 1 2 - - - J _J Ii 7 , VPC File:ACS NORTHWEST INC..VPC VPC Version :].I _J i Date: 6/27/00 go Reaction Report ACS Time: 10:52 AM t Page: 19 of 26 Wall : 1,Frame at: 22/0/0 Frame ID:UniBeam Frame Type:Unibeam I l 1 vy "fy Hx Hx t %W.,,.. 1 Values shown are resisting forces of the foundation. Reactions-Load Type at Frame Cross Section:3 Column Type Exterior Column Exterior Column X-Loc 0/0/0 36/0/0 Grid -Grid2 3-G 3-1 Base Plate W x L(in.) 8 x 10 8 x 10 Base Plate Thickness(in.) 0.375 0.375 Anchor Bolt Qty/Diam. (in.) 2-0.750 2-0.750 1 Column Base Elev.(ft) 100.0 - 100.0 Load Type Desc. Hx Vy Hx Vy D Frm 2.44 4.37 CG Frm - 1.29 - 2.10 L Frm 8.60 13.99 1 S Frm - 11.23 - 22.33 - W 1> Frm 0.71 -3.59 0.29 -7.28 <W 1 Frm 1.48 -1.42 0.51 -5.11 E> Frm -0.97 -1.24 -0.28 0.12 - <E Frm 0.97 1.24 0.28 -0.12 WP Frm 1 0.97 1 -1.06 1 0.34 1 -5.44 Maximum Reactions Summary-Framing X-Loc Grid Hrz left Load Hrz Right Load Hrz 1n Load Hrz Out Load Uplift Load Vrt Down Load Mom cw Load Mom ccw Load (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case (k) (k) (k) (k) (k) (k) (in-k) (in-k) 0/0/0 3-G 0.69 5 1.48 4 - - 1.15 3 14.96 2 36/0/0 3-1 0.20 5 0.51 4 - 2.91 3 28.80 2 - VPC File:ACS NORTHWEST INC..VPC VPC Version :1.1 J Date: 6/27/00 Reaction Report ACS Time: 10:52 AM Page: 20 of 26 IWall :.1, Frame at: 50/6/0 Frame Type:Unibeam Frame ID:UniBeam - 1 VY vy Hx Hx - 1 Values shown are resisting forces of the foundation. Reactions-Load Type at Frame Cross Section:5 Column Type Exterior Column Exterior Column X-Loc 0/0/0 36/0/0 Grid -Grid2 5-G 5-D Base Plate W x L(in.) 8 x 10 8 x]0 Base Plate Thickness(in.) 0.375 0.375 Anchor Bolt Qty/Diam. (in.) 2 -0.750 2-0.750 Column Base Elev.(ft) 100.0 100.0 Load ype Desc. Hx Vy Hx Vy f D Frm - 2.68 2.32 CG Frm - 1.54 1.37 L Frm - 10.27 9.11 S Frm - 13.69 20.12 W 1> Frm 1.34 -4.98 0.40 -5.20 <W 1 Frm 1.54 -4.02 0.42 4.23 E> Frm -1.28 -0.95 -0.27 0.55 <E Frm 128 0.95 0.27 -0.55 _ WP Frm 163 -2.37 0.44 4.39 m Maximum Reactions Summary-FramingLoad X-Loc Grid Hrz left Load Hrz Right Load Hrz In Load Ha Out Load Uplift Loa Vrt Down Case (Mzz) Casa Mom Case (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case ((k)) Case (()) (in-k) (k) (k) O 2.30 3 17.91 2 - - 0/0/0 5-G 0.92 5 1,6.63 11 - _ 2.88 3 23.81 2 - - - 36/0/0 5-D 0.19 5 0.44 11 Maximum Reactions Summary-Bracing X-Loc Grid Flrz Icft Load Hrz Right Load Hrz In Load Hrz Out Load Uplift LoadEWDown Cd (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Casease (k) (k) (k) (k) (k)1.71 4 1.67 4 3 Note:Reactions shown in the Bracing Reactions table are not included in the Frame Reactions table.Combine per Code as needed. VPC Version :1.1 VPC F1le:ACS NORTHWEST INC..VPC 1} 7 � 1 1 1 1 r 47 Date: 6/27/00 Reaction Report ACS Time: 10:52 AM t Page: 21 of 26 Wall : 1, Frame at: 73/0/0 Frame ID:UniBeam Frame Type:Unibeam _l � I f vy Vy Hx JH. Values shown are resisting forces of the foundation. i Reactions-Load Type at Frame Cross Section:7 Column Type Exterior Column Exterior Column X-Loc 0/0/0 36/0/0 Gridl -Grid2 7-G 7-8 Base Plate W x L(in.) 8 x 10 8 x 10 Base Plate Thickness(in.) 0.375 0.375 Anchor Bolt Qty/Diam. (in.) 2-0.750 2-0.750 Column Base Elev.(ft) - 100.0 - 100.0 - - Load Type Desc. IN Vy Hx Vy D Frm 2.42 3.77 CG Frm - 1.27 - 1.78 - L Frm - 8.46 - 11.89 - - 1 S Frm - 10.95 - 18.69 - W 1> Frm 0.73 -4.19 0.33 -4.65 <W 1 Frm 0.95 -3.40 0.39 4.57 E> Frm -0.77 -0.87 -0.27 0.90 - <E Frm 0.77 0.87 0.27 -0.90 - WP Frm 1 1.02 1 -2.13 1 0.42 -4.45 Maximum Reactions Summary-Framing X-Loc Grid Hrz left Load Hrz Right Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load Mom cw Load Mom ccw Load (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case (k) (k) (k) (k) (k) (k) (in-k) (in-k) 0/0/0 7-G 0.55 5 1.02 11 - - - 1.78 3 14.63 2 - - 36/0/0 7-8 0.19 5 0.42 11 - - 0.87 3 24.24 2 - - - Maximum Reactions Summary-Bracing X-Loc Grid Hrz leFt Load Hrz Right Load Hrz In Load Hrz t)ut Load Uplift Load Vrt Down Load (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (k) - (k) (k) (k) (k) (k) 3610/0 7-8 - 1.71 1 5 L67 3 1.67 1 4 Note:Reactions shown in the Bracing Reactions table are not included in the Frame Reactions table.Combine per Code as needed. 1 VPC File:ACS NORTHWEST INC..VPC VPC Version :1.1 Date: 6/27/00 Reaction Report ACS Time: 10:52 AM ' Page: 22 of 26 Wall :.1, Frame at: 95/0/0 Frame ID:Leanto Frame Type:Lean-To I L � I 1 vv Fix Za' l er 1 urrft' 1 Values shown are resisting forces of the foundation. Reactions-Load Type at Frame Cross Section:7 Column Type Exterior Column X-Loc 0/0/0 Gridl -Grid2 7-8 Base Plate W x L(in.) 8 x 9 Base Plate Thickness(in.) 0.375 Anchor Bolt Qty/Diam. (in.) 2-0.750 1 Column Base Elev.(ft) 100.0 - - Load Type Desc. Vy D Frm 1.77 CG Frm 1.01 - L Frm 6.71 - 1 S Frm 9 - W 1> Frm -2.2.99 <W 1 Frm -2.57 E> Frm 0.09 - <E Frm -0 09 WP Frm -2 52 - Maximum Reactions Summary-Framing X-Loc Grid Hrz left Load Hrz Flight Load Hrz In Load Hrz Uut Load Uplift Load Vrt Down Load Mom cw Load Mom ccw Load (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case (k) (k) (k) (k) (k) (k) (in-k) (in-k) 0/0/0 7-8 - - - - - - - - 1.22 3 11.1 b 2 - - - - _ J VPC File:ACS NORTHWEST INC..VPC VPC Version :1.1 _ J n I I �� I I Date: 6/27/00 Reaction Report ACS Time: 10:52 AM s Page: 23 of 26 Wall : 7,Frame at: 1/0/0 Frame ID:Leanto Frame Type:Lean-To 1 � VY Hx L 27•.d IVIA" L Values shown are resisting forces of the foundation. Reactions-Load Type at Frame Cross Section:E Column Type Exterior Column X-Loc 0/0/0 Grid -Grid2 E-I Base Plate W x L(in.) 8 x 9 Base Plate Thickness(in.) 0.375 Anchor Bolt Qty/Diam. (in.) 2-0.750 Column Base Elev.(ft) 100.0 - - - Load Type Desc. Hx Vy D Frm 0.64 CG Frm 0.36 - - L Frm 2.41 - - S Frm . 3.01 W1> Frm -0.66 -1.40 <W1 Frm 0.41 -1.76 E> Frm -0.04 0.02 - - <E Frrn 0.04 -0.02 - - - WP Fnn 0.58 -1.14 1 Maximum Reactions Summary-Framing X-Loc Grid Hrz left Load Hrz Right Loa Hrz In Load Hrz Uut Load Uplift Load Vrt Down Load Mom cw Load Mom ccw Load (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case (k) (k) (k) (k) (k) (k) (in-k) (in-k) 0/0/0 1-E 1 0.66 1 3 1 0.58 11 1.12 4 4.01 2 - - _l _1 +1 VPC File:ACS NORTHWEST INC..VPC VPC Version :1.1 .i Date: 6/27/00 Reaction Report ACS Time: 10:52 AM LI ' Page: 24 of 26 Wall : 7, Frame at: 18/0/0 Frame ID:Leanto Frame Type:Lean-To . 9 I 1 Vy �y Nx Values shown are resisting forces of the foundation. Reactions-Load Type at Frame Cross Section:F Column Type Exterior Column X-Loc 0/0/0 Grid -Grid2 F-1 Base Plate W x L(in.) S x 9 Base Plate Thickness(in.) 0.375 Anchor Bolt Qty/Diam. (in.) 2-0.750 Column Base Elev.(ft) 100.0 Load Type Desc. Vy - - - D Frm 0.60 CG Frm 0.31 - L Frm 2.07 - - - S Frm 2.59 - - - 1 W1> Frm -1.74 - - - <WI Frm -1.79 WP Frm -0.54 - - - Maximum Reactions Summary-Framing X-Loc Grid Ha left Load Hrz Flight Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load Mom cw Load Mom cc w Load (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case (k) - (k) (k) - (k) (k) (k) (in-k) (in-k) - 0/0/0 1-F L 19 4 3.51 2 ,.1 VPC File:ACS NORTHWEST INC..VPC VPC Version :1.1 J i I Date: 6/27/00 Reaction Report ACS Time: 10:52 AM AM X-00INNIN i Page: 25 of 26 Wall : 10, Frame at: 18/0/0 Frame 1D:Leanto Frame Type:Lean-To i � � 1 -1 Vy �ti Hx 1 Values shown are resisting forces of the foundation. Reactions-Load Type at Frame Cross Section:F Column Type Exterior Column X-Loc 0/0/0 Grid -Grid2 F-8 Base Plate W x L(in.) 8 x 9 Base Plate Thickness(in.) 0.375 Anchor Bolt Qty/Diam. (in.) 2-0.750 Column Base Elev.(ft) 100.0 - - Loa Type Desc. Vy D Frm 0.57 CG Frm 0.31 - - - L Frm 2.07 - S Frm 2. - W 1> Frm -1.2.20 <W 1 Frm -1.15 WP Frm -0.54 - - Maximum Reactions Summary-Framing X-Loc Grid Hrz left Load Hrz Right Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load Mom cw Load Mom ccw Load (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case (k) (k) (k) (k) (k) (k) (in-k) (in-k) 0/0/0 8-F - - 0.63 3 3.47 2 1 _ J 1 J VPC File:ACS NORTHWEST INC..VPC VPC Version :1.1 _ J Date: 6/27/00 Reaction Report ACS Time: 10:52 AM Page: 26 of 26 Wall : 10, Frame at: 351010 Frame 1D:Leanto Frame Type:Lean-To 1 _ l V, H. l 91'.A 15/tfi" r I Values shown are resisting forces of the foundation. I Reactions-Load Type at Frame Cross Section:E Column Type Exterior Column X-Loc 0/0/0 • Grid -Grid2 E-8 Base Plate W x L(in.) 8 x 9 Base Plate Thickness(in.) 0.375 Anchor Bolt Qty/Diam. (in.) 2-0.750 Column Base Elev.(ft) 100.0 Load Type Desc. Vy - - D firm 0.59 CG Frm 0.36 _ L Frm 2.41 S Frm 3.01 W 1> Frm -1.51.57 <W 1 Frm -1.70 - WP Frm -0.87 - Maximum Reactions Summary-Framing X Loc Grid Hrz.left Load Hrz Right Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load Mom cw Loa Mom ccw Load (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case (k) (k) - (k) - (k) (k) (k) (in-k) _ (in-k) - 610 00 8-E l.I l 4 3.97 2 �j J VPC File:ACS NORTHWEST INC..VPC VPC Version :1.1 r � C) N W 1-+ X , a r r "0 0� C co �'/A, aar 3 Z � o °a ,D9 o r S o r N n c o LA --i m V D a _ Z z m N W w F-+ m w a f.=C. a o B v9 ab CD ch C: o �A r X � � v �'' '9 a O ..ma�yy gD py r n F A y 9 6? 0 G a Ll1 O O O.'� D = Z z (.D rr rr a (� Qm n °a ® .� D Q � � m GJ lCzDM 0 ►� � '� pq =K k919 LALrj0 N wmy0 c� rrrc� � ��a ' nab C" N N fJ5 f11° 7 rZ " a tD a LA cn Z X M • � � v a°° ti ca Q [1 N O w ® b� [� (5a � 0 d�j ao a o co cow ro ' a 0 ^ d v �} C ID ;a r fA ~ to 00 r Z Z nN.'m z H IDD N _ w 1m ao H Fb h M a m rj m m ca `l o. � m • m O tv c.» M Ln � avcv � r c C' NNN ' oF0 $ 0 AE o C N L , m TJ Cl rl-� mi z W o Coro m� C F•- H rr D y o cL 3 co 4p L n Co a 3 �' 7C m p, f 3 (I1 Q1 IQ o io coo 0 'blT}O� tL� ��ry1 -3 ry'4FF `' p /� 5c. faoo O l" ` 3 ^N' M. �1 1J N = (D V fD a fD Co C m ;o � 3 � mc' C r � (� o o � � C� (n ran o � o�� � a 6 'r I f .� `� 61 -r.0 r O O y o C to CL X rCnrncn oNaN N � � s � - - >in _ T Nv ODN,3 m ..� (p (D .u11 sD�ado A 0LD � "I �N vp r r ut � or � C( a7 c p lD m Cl) Q L(] m O N Q m ® CJ �9 7? ro Z C+7 �C � U) U) .e°N Ul C7 s M Q1 3 0 0 I" a Q N a 2 D� EnLJ zr V ram• -i f7' �. 2 n'N m O VJ H•• �,�_ o g 0 3 •. 0 w -+ (n cn 3 ITS D m n fig ° Zo 3 z r- (n o m N v --i -( 9 �< m s o o CL aZ r go � Nmm m =1 owoo ro m Cj O W G) Ln t� �� Aso i9 m m � � ffd � � v 6 0 0 S. F+ © 0 0 c 0 G CDO o0a 3 m O 9,3 (D m 1994 Washington State Nonresidential Energy Code Compliance Form Envelope • • 1994 Washington State Nonresidential Energy Code Compliance Forms June,19H Project Info Project Address Lot 13, 60th Ave. N.E. Date 06/13/2000 Arlington, WA For Building Department Use Now Manufacturing Facility Applicant Name: Ac8 industries, Inc. Applicant Address: 2151 Mogadore Road Kent, Ohio 44240-0810 Applicant Phone: (800) 321-2348 Project Description 0 New Building ❑Addition ❑Alteration ❑Change of Use ❑✓ Prescriptive ❑Component Performance ❑ENVSTD ❑Systems Compliance Option (See Decision Flowchart(over)for qualifications) Analysis Space Heat Type Q Electric resistance All other. (see over for definitions) Total Glazing Area Electronic version: these values are automatically taken from ENV-UA-1. Glazing Area Calculation (rough opening) Gross Exterior Note:Below grade walls may be included in the (vertical&overhd) divided by Wall Area times 100 equals %Glazing Gross Exterior Wall Area if they are insulated to the level required for opaque walls. 346 .0 — 24663 .0 X 100 = 1.4% Q yes Check here if using this option and if project meets all requirements for the Concrete/Masonry Concrete/Masonry Option Option. See Decision Flowchart(over)for qualifications. Enter requirements for each qualifying 0 no assembly below. Envelope Requirements(enter values as applicable) Opaque Concrete/Masonry Wall Requirements Fully heated/cooled space Insulation on interior-maximum U-factor is 0.19 Minimum Insulation R-values Insulation on exterior or integral-maximum U-factor is 0.25 Roofs Over Attic If project qualifies for Concrete/Masonry Option,list walls All Other Roofs R-3 0 with HC z 9.0 Btu/ft2-°F below(other walls must meet Opaque Wall requirements). Use descriptions and values Opaque Walls R-19 from Table 20-5b in the Code. Below Grade Walls Wall Description U-factor Floors Over Unconditioned Space (including insulation R-value&position) Slabs-on-Grade uninsulated Radiant Floors Maximum U-factors Opaque Doors .60 / 1.2 Vertical Glazing Overhead Glazing Maximum SHGC(or SC) Vertical/Overhead Glazing Semi-heated space* Minimum Insulation R-values Roofs Over Semi-Heated Spaces* 'Refer to Section 1310 for qualifications and requirements RECEIVED Notes: J U N 14 2000 ATY OF ARLINGTON 00 --q 11.E .� �j� .� �. 1994 Washington State Nonresidential Energy Code Compliance Form Envelope • . Zon* ENV-SUM 1994 Washington State Nonresidential Energy Code Compliance Fors June,1995 Decision Flowchart Use this flowchart to determine if project qualifies for the optional Prescriptive Option. for Prescriptive Option If not,either the Component Performance or Systems Analysis Options must be used. 1302 Space Heat Type:For the purpose of determining building envelope Electric Resistance:Space heating systems which use electric resistance requirements,the following two categories comprise all space healing types: elements as the primary heating system Including baseboard,radiant,and Other:All other space heating systems including gas,solid fuel,oil,and Start forced air units where the total electric resistance heal capacity exceeds 1.0 propane space healing systems and those systems listed in the exception to W/112 of the gross conditioned floor area. Exception:Heat pumps and electric resistance. (continued at right) terminal electric resistance heating in variable air volume distribution sys(ems. Electric Resistance no Heal? ye All Masonry Ma�nryJye. walls R-11 11 Criteria OK? II Criteria OK sulation no (below) yes yes (below) yes no no <40% <25% �20%lazin nonolazin ! lazin no yes yes yes All Insulation Installed? All insulation installed? All Insulation Installed? All InsulaliorrInstalled? Opaque Walls R-11 Opaque Walls R-11 Opaque Walls R-19 Opaque Walls R-19 Below grade walls(ext) R-10 Masonry walls pnl) U-0.19 Masonry walls(nt) U-0.19 Below grade walls(ext) R-10 Below grade walls(othr)R-11 Masonry walls(other) U-0.25 Masonry walls(other) U-0.25 Below grade walls(othr)R-19 Roofs over attics R30 Below grade walls(ext) R-10 Below grade walls(ext) R-10 Roofs over attics R38 All other roofs R-21 Below grade walls(othr)R-11 Below grade walls(othr)R-19 All other roofs R30 Floors overuncond.sp. R-19 Roofs over attics R30 Roofsoveraltics R38 F1 oors over uncond. R-00 Slabs-on-grade R-10 All other roofs R-21 Ail other roofs R30 Slabs-on-grade R-10 Radiant floors R-10 Floors over uncond.sp. R-19 Floors over uncond. R30 Radianlfloors R-10 Opaque doors U-0.60 Slabs-on-grade R-10 Slabs-on-grade R-10 Opaque doors U-0.60 Radiant floors R-10 Radiant floors R-10 Glazing Criteria Mel? Opaque doors 11-0.60 Opaque doors U-0.60 Glazing Criteria Met? Glazing Vert. OH Glazing Criteria Mel? Glazing Criteria Met? Glazing Vert. OH Area% U U SHGC Area% U U SHGC 00-15% 0.90 1.45 1,00 Glazing Vert. OH Glazing Vert. OH 00-20% 0.40 0.80 1.00 15-20% 0.75 1.40 1.00 Area% U U SHGC Area% U U SHGC 2030% 0.60 1.30 0.65 00-10% 0.90 1.45 1.00 00-20% 0.40 0.80 1.00 yes no 3040% 0.50 1.25 0.45 10-15% 0.75 1.40 1.00 15-20% 0.65 1.30 0.80 yes no no yes 20-25% 0.60 1.30 0.65 no yes Prescriptive Path Allowed Component Performance or Systems Analysis Required Concrete/Masonry Option* Wall Heat Capacity (HC) `If the area weighted heat Assembly Description Assy.Tag HC" Area(sf) HC x Area capacity(HC)of the total above grade wall is a minimum of 9.0, the Concrete Masonry Option may be used. "For framed walls,assume HC=1.0 unless calculations are provided;for all other walls,use Totalsi Section 2009. Area weighted HC:divide total of(HC x area)by Total Area 1994 Washington State Nonresidential Energy Code Compliance Form Envelope CalcuSionsZonelp ENV-UA 1991 Vdeshinoton State Nonresidential Energy Code Compliance Forms June.1995 Project Address Lot 13, 60tb Ave. N.E. Date 06/13/2000 Space Heat Type Q Electric resistance Q All other For Building Department Use Glazing Area as%gross exterior wall area 1.4% Prop. 40.0% Max.Target Concrete/Masonry Option O Yes O No Notes:If glazing area exceeds maximum allowed in Table,then calculate adjusted areas on back(over). If Concrete/Masonry Option is used,Target U-factors,SHGC and Glazing%will be different than shown below. Refer to Table 13-1 for correct values. Building Component Proposed UA Target UA List components by assembly ID&page# U-factor x Area(A) =UA(U x A) U-factor x Area(A) =UA(U x A) U= Plan ID wind-s 0.900 346.0 311.4 346.0 U= Plan ID: Glazing% Electric Resist Other Heating rn U= Plan ID: 0-15% 0.40 0.90 c >15-20% U= Plan ID: 0.40 0.75 > C9 U= Plan ID: >20-30% not allowed 0.60 U= Plan ID: >30-40% not allowed 0.50 U= Plan ID: (see Table 13-1 for ConGMasonry values) U= Plan ID: U= Plan ID: Glazing% Electric Resist. Other Heating m > U= Plan ID: 0-15% 0.80 1.45 O O U= Plan ID: >15-20% 0.80 1.40 M U= Plan ID: >20-30% not allowed 1.30 U= Plan ID: >30-40% not allowed 1.25 O rM, U= Plan ID: (see Table 13-1 for ConGMasonry values) O U= Plan ID: C w U= Plan ID Roll Up Door 1.200 606.0 727.2 0.600 690.0 414.0 m o U= Plan ID personnel Door 0.600 84.0 50.4 Electric Resist. Other Heating O U= Plan ID: 0.60 0.60 n v R= Plan ID: > R= Plan ID: Electric Resist. Other Heating t O R= Plan ID: 0.031 0.036 R=19.0 Plan ID Roof 0.036 22560.0 812.2 0.050 22560.0 1128.0 $ R= Plan ID: Electric Resist Other Heating O W R= Plan ID: 0,034 0.050 R=19.0 Plan ID walls 0.100 23627.0 2362.7 0.140 23627.0 3307.8 R= Plan ID: ** m R= Plan ID: ** R= Plan ID: Electric Resist. Other Heating m Q R= Plan ID: Ordinary 0.062 0.14 a R= Plan ID: Metal stud 0.11 0.14 O R= Plan ID: Conc(Int) 0.19 0.19 ,.*Note:sum of Target Areas here should equal Target Opaque Wall Area(see back) Conc(oth) 0.25 0.25 R= Plan ID: to m R R= Plan ID: Electric Resist. Other Heating o tj 3 R= Plan ID: Ordinary 0.062 0.14 Note:if insulated to levels required for opaque walls,list above with opaque walls Metal stud 0.11 0.14 „ c R= Plan ID: > c R= Plan ID: Electric Resist. Other Heating _ R= Plan ID: 0.029 0.056 R= Plan ID: y c R= Pi uninsulated slab 0.730 784.0 572.3 0.540 784.0 423.4 L a R= Plan ID: Electric Resist. Other Heating 5 O1 a R= Plan ID: F=0.54 F=0.54 R= Plan ID: (see Table 13-1 for radiant floor values) *For CMU walls,indicate core insulation material. Totals 48007.0 4836.2 Totals 48007.0 5273.1 For compliance: 1)Proposed Total Area shall equal Target Total Area,and 2)Proposed Total UA shall not exceed Tarqet Total UA. 1994 Washington State Nonresidential Enegy Code Comnliance Form Climate 1994 Washington Stale Nonresidential Energy Code Compliance Forms June,1996 Vertical Glazing Proposed SHGC Target SHGC List components by assembly ID&page# SHGC* x Area(A) =SHGC x A SHGC x Area(A) =SHGC x A ID:Windowa 1.000 346.0 346.0 1.000 346.0 346.0 ID: Glazing% Electric Resist, Other Heating N ID: 0-20% 1.00 1.00 ID: >20-30% not allowed 0.65 ID: >30-40% not allowed 0.45 ID: (see Table 13-1 for Conc/Masonry values) *Note:Manufacturers SC may be used in lieu of SHGC. Totals 346.0 346.0 Totals 346.0 346.0 For compliance: 1)Proposed total area shall equal Target Total Area,and 2)Proposed Total SHGC shall not exceed Target Total SHGC. Overhead Glazing Proposed SHGC Target SHGC List components by assembly ID&page# SHGC* x Area(A) =SHGC x A SHGC x Area(A) =SHGC x A ID: _M ID: Glazing.% Electric Resist. Other Heating ID: 0-20% 1.00 1.00 ID: >20-30% not allowed 0.65 ID: >30-40% not allowed 0.45 O ID: (see Table 13-1 for Cone/Masonry values) *Note:Manufacturers SC may be used in lieu of SHGC. Totals Totals For compliance: 1)Proposed total area shall equal Target Total Area,and 2)Proposed-Total SHGC shall not exceed Target Total SHGC. �Target AreaAdjustment • • If the total amount of glazing area as a%of gross exterior wall area(calculated on ENV-SUM1)exceeds the maximum allowed in Table 13-1, then this calculation must be submitted Use the resulting areas in the Target UA and SHGC calculations above. Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Walls Note: Glazing Area OG= OG= VG= 346.0 OG=overhead glazing Opaque Area 1 122560.0 23627.0 VG=vertical glazing Gross Exterior Wall Max Glazing Area Maximum Target Area (Table 13-1) Glazing Area 24663.0 X 40.0% 100 - 9065.2 Target OG Area In Roofs over Attics Target OG Area In Other Roofs Max OG Remaining Target VG Area For Target OG's,the 9865.2 - lesser = 9865.2 - lesser = 346.0 lesser values are used both here and i> 9865.2 �� 9865.2 I below. Proposed Opaque Area Proposed OG Area Target OG AreaW l'arget Opaque Area Roofs over Attics + - - Other Roofs 22560.0 + - = 22560.0 Proposed Opaque Area Proposed VG Area Target VG Area Target Opaque Area Walls 23627.0 + 346.0 j - 1 346.0 = 23627.0 j I Target Areas OK Note: If there is more than one type of wall,the Target VG Area may be distributed among them,and separate Target Opaque Areas found. If the Target Areas for Opaque Walls listed on the front must equal the total calculated here. Target values in shaded boxes are used in the applicable Target UA calculations on the front. Target VG Area and Total Target OG Area are also used In the applicable Target SHGC calculations above. / � r `� CHICAGO TITLE INSURANCE COMPANY A.L.TA COMMITMENT SCHEDULE A (Continued) Order No.: 3 6 510 8 Your No.: LEGAL DESCRIPTION EXHIBIT (Paragraph 4 of Schedule A continuation) LOTS 11 AND 13, PLAT OF AIRPORT - 37, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 46 OF PLATS, PAGES 253 AND 254, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. RECEIVED JUN 14 2000 CITY OF ARLINGTON C-0 -q IIb CLTACMM/RDA/0M •� .. ,�. � L �y1N G1p City of Arlington 4lN G,S� Executive September 15, 2000 Mr. Joseph Zeno, President ACS Industries, Inc. 2151 Mogadore Rd. Kent,-OH 44240-0810 RE: Fees relating to ACS Building permit Dear Mr. Zeno: Thank you for your letter of September 7. I look forward to meeting with you and hopefully to bringing this matter into greater focus. I hope this letter will also clear up some confusion and misunderstandings which apparently exist. Stormwater System Development Fee ACS clearly is taking the position that the stormwater system development fee is an"impact fee". After reviewing this matter with our staff, I believe this is an incorrect analysis. There is a distinction to be made between an impact fee assessed under the Growth Management Act and a stormwater system fee. Impact fees are carefully delineated in RCW 82.02.090. An impact fee is defined there as follows: (3) "Impact fee" means a payment of money imposed upon development as a condition of development approval to pay for public facilities needed to serve new growth and development, and that is reasonably related to the new development that creates additional demand and need for public facilities, that is a proportionate share of the cost of the public facilities, and that is used for facilities that reasonably benefit the new development. ... (7) "Public facilities" means the following capital facilities owned or operated by government entities: (a)Public streets and roads; (b)publicly owned parks, open space, and recreation facilities; (c) school facilities; and (d) fire protection facilities in jurisdictions that are not part of afire district. As you can tell, the term"public facilities" does not include stormwater facilities, and therefore the term"impact fees" does not include fees and charges for stormwater-related facilities. 238 North Olympic Ave. . Arlington, WA 98223 . 360-435-0361 . 360-435-3906 fax TO: Mr. Joseph Zeno ACS Industries,Inc. Page two Arlington's authority to impose the system development charge comes from several related sections of state law. RCW 35.67.010 defines a"system of sewerage" to include storm or surface water sewers, and "works, plants and fa-,cilities for storm drainage". RCW 35.67.020 authorizes the to charcity to ge. RCW 90.3`500 throuose fees and"may, in gh 90 U tion", consider a number of factors in determining what rates g g 3.525 similarly authorize the city to impose rates and charges based on surface area of a parcel of real property"based on factors established by the local government utility". The city's basis for the developrnent of the fee is described in an extensive document entitled "Stormwater Program Implementation" which was prepared after some extensive analysis by our consulting sewer system engineers. If yc3u like, we can provide you with a copy of that document. The stormwater program is well thought out and provides what I believe to be a solid analysis of the projects for which the fee is being assessed (city-wide) and the portion of those projects for which funding should be borne by new as opposed to existing development. Traffic Miti ag tion Our traffic mitigation fees are GMA_based mitigation fees and subject to the analysis which you set forth in your letter. Your letter complains that the Perteet study used inflexible rules to establish the fees. Our code, AMC 16.84.040, provides as follows: The City Administrator or designee may adjust the amount of the impact fee otherwise imposed hereby with respect to specific projects requiring a building permit upon determining that: a. Unusual circumstances requires such adjustment to ensure that such impact fees are imposed fairly; and b. Studies and data submitted by the owner regarding the impacts of such owner's proposed development activity requires such adjustment to ensure that such impact fees are imposed fairly. Impact fees shall not be deemed unfair unless such unusual circumstances and studies and data support a finding that the impact fees otherwise imposed hereby allocate to the specific project in question a share of the cost of the systems improvements reasonably related to new development that is greater than or substantially less than such project's allocable proportionate share of such costs. If you wish to submit additional information, we will obviously consider that information carefully. TO: Mr. Joseph Zeno ACS Industries,Inc. Page three Contrary to what you have been told, however, the traffic mitigation fees are kept in a separate account maintained by the City Clerk and expended on projects which benefit the persons paying the fee, all in keeping with the requirements of the Growth Management Act and RCW 82.02.070. Parks fees With respect to the parks fees, the city ordinance recognizes that industrial and commercial development does have an impact on the parks system, both because of the actual use by employees of the park system(the trail surrounding the airport being an excellent example), and because industrial and commercial development does utilize land which otherwise might be available for parks purposes. The City is in the process of considering revisions to its park fee structure. The City would be willing to consider on-site improvements or other possibilities for in-kind improvements in lieu of the fees. In addition,the City is willing to phase the payments based on development so that if the fees are reduced or eliminated in the future for your development, the entire fee would not have been paid up front. I hope this clarifies some misconceptions and that we can get a better understanding of your concerns at our meeting on Monday. Very truly yours, Bob Kraski Mayor BKispnc Lk ATA MTCIMaterials Testing S Consulting, Inc. REPORT OF INPLACE DENSITIES BY NUCLEAR METHOD �•' Report#D ADDRES CLIENT: DATE: S' 1 c G PROJECT: s Ir• _ PROJECT#: PERMIT#: WORK/ LOCATION: 14, INPLACE DENSITY TEST RESULTS (ASTM D-2922 & D-3017) TEST MODE/ LOCATION ELEV. DRY MOIST. COMP. REQ'D DEPTH DENSITY % % % r S -, t '1 ,1 t I I r i'- Z I,, , t r-^� )l.) ti I s l_ G -7 TEST METHOD.: ❑ ASTM D698/AASHTO T99 ® ASTM D1557/AASHTO T180 *1 SAMPLE # : DESCRIPTION: 4 , PROCTOR VALUE : *2 SAMPLE # : DESCRIPTION: PROCTOR VALUE : *3 SAMPLE # DESCRIPTION: PROCTOR VALUE : GAUGE STANDARD: MS- DS- ;I rs EQUIPMENT I.D. AND S/N (as applicable): -rz.JG.f6, NATIVE SOILS [ SOILS CONSISTENT WITH PROCTOR - Yes ❑"No ❑ IMPORTED FILLS ❑ SOILS FOUND TO BE FIRM AND STABLE AND TO THE BEST OF OUR KNOWLEDGE MEET COMPACTION - Yes ❑-'"No ❑ REMARKS: 041 REPORTED BY: 4 , Soils Tech CHECKED BY: Niall P. Hackett, Technical Director DISTRIBUTION: original: cc: cc: cc:- cc: cc: uu and materials Ieslcd. As a mutual prolttlion to climus.die public rrrd ourselves.all reports arc subruiued as die coriidaual pmpeny of clleou.and aurburinriou for publicauoo of;ur®en¢couclusioos or extracts from or regarding our rcpum is resin cd perrdioy our xriti.approval 777 Chrysler Drive, Suite A • Burlington, WA 98233 • (360) 755-1990 • Fax 755-1980 814 Lakeway Drive, #161 • Bellingham, WA 98226 • (360) 647-6061 i MTCMaterials Testing & Consulting, Inc. Report #F O 0188 IJ 4 f� Materials Testing& Consulting, Inc. FILE NO: 777 Chrysler Drive, Suite A DATE: vb- Burlington,WA 98233 Phone: (360)755-1990 PROJECT: .� FAX: (360) 755-1980 ADDRESS: ck CITY: u.n ENGINEER: CLIENT: ARCHITECT: ATTN: CONTRACTOR: %G' t— ADDRESS: OWNER: .4 PERMIT NO: i(_ zv- ("'0 (/ Time: Temp: ,Y _}�.� ��f �' ••t ,•r���rc.., c?�—f•, �''�-•P-��',r.<.rr_�1 �� R���7 ���l.r�C%'c%� t `�-�-)��,,1rt./�I �L�i_F_'�L_� ...��•- - ��' C.�-- lL��_�' �/� �'d3Fi1�"L.('.f� _��, z9 41-6 .�.f L�_C *��i° Ali-1 e� c�1 1` � / •l�C�'J.e &'th/ Q�J`C�"L�'� ,�,- �rl�`� �.�-t!Ja,,t_ `' '� � ,��lr{L.�./(,c'-2%;...��r� �1��•�' � �'? L ,I a � >!4, .f:..�Lk of . � INSPECTOR ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE TIME PROPERTY OF THE CLIENT AND MTC REPRODUCTION EXCEPT IN FULL,WITHOUT THE WRITTEN CONSENT OF MTC,IS STRICTLY FORBIDDEN i atW0 LoU1-4 X �aa rrr Po -0 ; rgi p .m � `wMZ \ �-4 3 =° � a3. M 16 0� N can t0 � ` 0N Or Ci N o C11 �A rP A F+ rS 1-• Cl 0 m's Z n 6a � O GA tf fJ A m W -i Q1 m p) Z m N cn Q p 0. M "'Z P.1 m'- CO)x m o f r9 M n.' 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WALL Phone ❑Calculations Withlro_ _ _ Fax# _ _ ❑Fax ❑Memorandum Address #Faxed Pages _ ❑Meeting Minutes ❑Telephone Memo Date: Sb!L �EARIN�o CAP��y = 4000 pS PASS vL QRtSSv :� _ S Opc4 LATE�I�L PRtSs�a� - �S Pc� FZ�n�So L 1 2lL�lON = 0'9 i By: PRE- EN(,, T)LD(, RLAClto VS 1EQ Co,^1.1IEIle'AL FALL c C o AA Fobi N(�S (,RA) L0C k-rkbMS e,IZ PEIryF- , 1_6AD vSED f B, CI F, 6>1,3,5 3 x3 x I1'' (w 3' S E A.wA`, l�k �7, G6 � (5) e 1Zlc Copies to: pb , 1)9-1l T x S x 12 (�I) ((,) ' S So SK pz/c3 \ S x0 x1�' (o(9) �S �o\k (—Sic pYTAcH�o�,n!�J l REZA!NING uvALl- 1 ROTA\NGO �lT = y/ MAX 1 HELL w 070 = O'. j STL M TNI(,tLA,E SS= �o Me yQy�e r4y �' OVERT�R�vW4 W5= I,SG SL1hIN(„ F oS � 3219i ` ! 2215 N.30th Street J Suite 300 SIGNAL Tacoma,WA 98403 4�u" Old Town EXPIRES 6 /4 /(01 Historical District REUSE OF DOCUMOGS 253/383-2422 1'-6 6 MMWO ATTn i K AS M MM�T cF 253/383-2572 FAX !u" N is,air TO E VSEDn,wwu E OR OR IN PARr,FOR MIY Or"PROW VATHOUT THE WITTEN AUTIMZATIM Of AHBL s If this does not meet with your understanding,please contact us in writing within seven days.THANK YOU. 1 ' I — — H B L Project� ,S � — No. _ ��LA� -_-z 0 El Page Iof 1 S k Subject O6TW(„ �R�c� Phone ❑Calculations ❑ Fax WithlTo Fax# ❑ Memorandum Address #Faxed Pages _ Meeting Minutes ❑Telephone Memo Date: V lL W D v By: Mg r Copies to: <r l --�� � N LL J D _1 A Lb g4 o w � G V 2215 N.30th Street � Suite 300 Tacoma,WA 98403 U D Old Town � Historical District 253/383-22 ' 253/383-257572 FAX j If this does not meet with your understanding,please contact us in writing within seven days.THANK YOU. Footings - Punching Shear, Beam Shear, & Reinforcement Grid Locations: B,C,F,G1,3,5 Footing Size 3X3 Loads Type Amount Materials r�= 3000 psi DL 18 kips fY= 80000 psi Crane 0 kips Allow.B 4000 psf Future 0 kips Total= 18 kips Size Footing Req'd Fig.Size= 2.12 ft Column Width= 3 it bc1(x)= 10 in Long = 3 it bc2(y)= 10 in Thickness= 12 inches clear space= 3 in Actual Brg.Press.= 2000 psi d= 9 in Allow>Actual9 OK beta= 1 Factor Loads Pu= 25.2 kips 1 ADL+1.71-1- pu= 2800 psf Punching Shear Vu(x)= 18.2 kips Vu(y)= 18.2 kips Punching Shear Allowable Vu=pu[af^2-(bc+d)^2] (pVc(x)= 127.4 kips 'pVc(y)= 127.4 kips roVc=0.85'14'sgrt(fc)'bo'dj ipVc>Vu? OK gpVc>Vu? OK Beam Shear Vu(x)= 28 kips Vu(y)= 2.8 kips Beam Shear Allowable Vu=pu[af((bf-bc/2)-d)] gpVc(x)= 30.2 kips vVc(y)= 30.2 kips eVc=0.85'[2'sgrt(fc)'bo'd] Tvc>Vu? OK '#Vc>Vu? OK Flexural Strength Mu(x)- 4929 8-lb. Mu(y)= 4929 ft-lb. Ru(x)= 22.54 psi Ru(y)= 22.54 psi p(x)= 0.0004 p(x)= 0.0004 As(x)= 0.12 in^2 As(y)= 0.12 In^2 As_min= 1.08 in^2 As_min= 1.08 In^2 As r 'd= 1.08 in^2 As re 'd= 1.08 In^2 Choose Steel Number of Bars 4 Number of Bars 4 Size 5 Size 5 Total Area= 1.24 In^2 Total Area= 1 24 In^2 Bar Diam.= 0.63 in Bar Diam,= 063 in Spacing 90 in Spacing 90 in Enou h Sleel7 OK Enou h Sleel9 OK Devlopement Length 10.9 in. 10.9 in. Id=max of. 164 in. Id=max of. - 16.4 in. 12.0 in. 12.0 in. 16.4 in. 16.4 In. Available Space= 13 In. Available Space= 13 In. OK FOR MINIMUM STEEL OK FOR MINIMUM STEEL Footings - Punching Shear, Beam Shear, & Reinforcement Grid Locations: G7,G8 Footing Size 30 Loads Type Amount ,Materials rc= 3000 psi DL 12 kips fy= 60000 psi crane 0 kips Allow.Brq 4000 psf Future 0 kips Total= 12 kips Size Footing Req'd Fig.Size= 1 73 It Column Width= 4 It bcl(x)= 12 in. Long.= 3 ft bc2(y)= 12 in Thickness= 12 inches clear space= 3 in Actual Brg.Press= 1000 psf d= 9 in .Allow>Actual? OK beta= 1 3333333 Factor Loads Pu= 16 8 kips 1 4DL+1 71-1- pu= 1400 psi Punching Shear Vu(x)= 18.1 kips Vu(y)= 8.3 kips Punching Shear Allowable Vu=pu[af^2-(be+d)^2] Tvc N= 140.8 kips (PVC(y)= 1408 kips qVc=0.85'[4'sgrt(fc)'bo'd] Tvc>Vu? OK VVc>Vu? OK Beam Shear Vu(x)= 3.2 kips Vu(y)= 1.4 kips Beam Shear Allowable Vu=pu[af((bf-bd2)-d)) VVc(x)= 30.2 kips (pVc(y)= 40.2 kips (pVc=0 8512'sgrt(fc)'bo'd] Tvc>Vu? OK TVc>Vu? OK Flexural Strength Mu(x)= 4725 ff-lb Mu(y)= 2800 n-lb Ru(x)= 21.60 psi Ru(y)= 9.60 psi ip(x)= 0.0004 p(x)= 0.0002 As(x)= 0.12 In12 As(y)= 0.07 in^2 ,As_min= 1.06 in^2 As m(n= 1.44 in^2 As re 'd= 1.08 In^2 Asir 'd= 1.44 in^2 Choose Steel Number of Bars 4 Number of Bars 5 Size 5 Size 5 Total Area= 1.24 In^2 Total Area= 1.55 in^2 Bar Dlam.= 0.63 in. Bar Diam.- 0.63 in. Spacing 9.0 In. Spacing 9.6 in. Enough I Steel? OK Enou h Sleel7 OK Devlopement Length 10.9 in. 10.9 in. Id=max of: 16.4 in. Id=max of: 16.4 In. 12.0 in. 12.0 in. 16.4 in 16-4 in AvailableSpace= 12 in. Available Space= 18 in OK FOR MINIMUM STEEL OK Footings -Punching Shear, Beam Shear, & Reinforcement Grid Locations: D6,D9-16 Footing Size US Loads Type Amount Materials rc= 3000 psi DL 30.5 kips fy= 60000 psi Crane 20 kips Allow.Brg. 4000 psf Future 0 kips Total= 50.5 kips Size Footing Req'd Flg.Size= 3.55 ft Column Width= 5 ft bcl(x)= 35 in Long = 3 it bc2(y)= 14 in Thickness= 12 inches clear space= 3 in Actual Brg.Press.= 3367 psf d= 9 in. Allow>Actual? OK beta= 1.6666667 Factor Loads Pu= 70.7 kips 1.4DL+1.7LL ipu= 4713 psf Punching Shear Vu(x)= 54.5 kips Vu(y)= 25.1 kips Punching Shear Allowable Vu=pu[af^2-(bc+d)^2] NVc(x)= 224.6 kips rpVc(y)= 2246 kips ,Vc=0 85'[4'sgn(rc)'bo'd] qVc>Vu? OK *VC>Vu? OK Beam Shear Vu(x)= 4.1 kips Vu(y)- 3.9 kips Be,rn Shear Allowable Vu=pu[ef((bf-bc/2)-d)) bVc(x)= 30.2 kips 4PVC(y)= 50.3 kips v Vc=0.85'[2'sgrt(rc)'bo'd] (Pvc>Vu? OK 'PVC>Vu? OK Flexural Strength Mu(x)- 7671 ft-lb. Mu(y)- 9901 ft-lb. Ru(x)= 35.08 psi Ru(y)- 27.16 psi p(x)= 0.0006 p(x)= 0.0005 As(x)= 0.19 in^2 As(y)= 0.25 in^2 As min= 1.08 In^2 As min= 1.80 in^2 As re 'd= 1.08 1 In^2 As re 'd= 1.80 in^2 Choose Steel Number of Bars 4 Number of Bars 6 Size 5 Size 5 Total Area= 1.24 In^2 Total Area= 1.86 In^2 Bar Dlam.= 0.63 in. Bar Diam.= 0.63 In. Spacing 9.0In. Spacing 10.0In. Enou h Steel? OK Enough I Steel? OK Devlopement Length 10.9 in. 10.9 In. Id=max of: 16.4 in. Id=max of:- 16.4 In. 12.0 In. 12.0 In. 1167 In. 16.4 in. Avn&,tb:e Space= 11 in. Available Space= 12.5 In. OK FOR MINIMUM STEEL OK FOR MINIMUM STEEL i Footings -Punching Shear, Beam Shear, & Reinforcement Grid Locations: A,DS/E8,D5/E4,DI/El Footing Size W Loads Type Amount Materials rc= 3000 psi DL 30.5 kips fy= 6011D0 psi Crane 20 kips Allow.Br - 4000 psf Future 50.5 kips Total= 101 kips CMAX) Size Footing Req'd Fig Size= 502 ft Column VVidlh= 7 R bc1(x)= 49 in. Long = 4 ft bc2(y)= 14 in Thickness= 12 inches clear space= 3 in Actual Brg.Press.= 3607 psf d= 9 in Allow>Actual? OK beta= 1.75 Factor Loads Pu= 141.4 kips 1ADL+1711 pu= 5050 psf Punching Shear Vu(x)= 129.5 kips Vu(y)= 62.2 kips Punching Shear Allowable Vu=pu[af^2-(bc+d)^2] (PVC(x)= 271.5 kips (PVC(y)= 271.5 kips vVc=0.85'[4'sgrt(rc)'bo'd] VVc>Vu? OK PVC>Vu? OK Beam Shear Vu(x)= 14.3 kips Vu(y)= 23.6 kips Beam Shear Allowable Vu=pu[af((bf-bc/2)-d)] NVc(x)= 40.2 kips (pVc(y)= 70.4 kips (pVc=0.85'[2'sgrt(rc)'bo'd] rpVc>Vu? OK aVc>Vu? OK Flexural Strength Mu(x)- 21460 ft-lb. Mu(y)= 35473 ft-lb. Ru(x)- 73.66 psi Ru(y)= 69.51 psi P(x)= 0.0012 p(x)= 0.0012 As(x)= 0.54 in^2 As(y)= 0.89 In12 As_min= 1.44 In12 As min= 2.52 In^2 As re 'd= 1.44 in^2 As ro 'd= 2.52 in^2 Choose Steel Number of Bars 5 Number of Bars 8 Size 5 Size 5 Total Area= 1-55 in^2 Total Area= 2.48 in^2 Bar Diem.= 0.63 in. Oar Dlam.= 0.63 In. Spacing 9.6 1n. Spacing 105 1n Enou h Steel? OK Enou h Steel7 OK Devlopement Length 10.9 in. 10.9 in. Id=max of: 16.4 In. Id=max of: 16.4 In. 12.0 In. 12.0 in. 16.4 In. 16.4 in Available Space= 17 In. Available Space= 17.5 In. OK OK Footings -Punching Shear, Beam Shear, & Reinforcement Grid Locations: D2/E3 Footing Size 5x8 Loads .Type Amount r Materials Pc= 3000 psi ,us ky, - fy= 60000 psi C;�ana 20 kips Allow.Brg. 4000 psf Future 50.5 kips Total= 101 kips Size Footing Req'd Fig.Size= 5.02 fl Column Width= 8 ft bcl(x)= 50 in. Long.= 5 If bc2(y)= 24 In. Thickness= 12 inches clear space= 3 in. Actual Brg.Press.= 2525 psf d= 9 in. AIIow>Aclual7 OK beta= 1.6 Factor Loads Pu= 141.4 kips 1 ADL+1 7LL pu= 3535 psf Punching Shear Vu(x)= 140.8 kips Vu(y)• 61.6 kips Punching Shear Allowable Vu=pu[af^2-(bc+d)^2) Vc(x)= 308.4 kips 4pVc(y)= 308.4 kips (pVc=0.85'[4'sgrt(fc)'bo'd) qVc>Vu? OK qVC>Vu? OK Beam Shear Vu(x)= 20.6 kips Vu(y)= 21.2 kips Beam Shear .Allowable Vu=pu[af((bf-bd2)-d)) Tvc(x)= 50.3 kips wVc(y)= 80.4 kips pVC=0.85•[2'sgrt(fc)'bo'd) QVc>Vu? OK TVc>Vu? OK Flexural Strength Mu(x)= 32466 ft-lb. Mu(y)= 31815 ft-lb Ru(x)= 89.07 psi Ru(y)= 54.55 psi p(x)= 0.0015 p(x)= 0.0D09 As(x)= 0.82 In^2 As(y)= 0.79 In^2 As min= 1.80 in^2 As min= 2.88 in^2 As re 'd= 1.80 in^2 As re -d= 2.88 in Choose Steel Number of Bars 6 Number of Bars 9 Size 5 Size 5 Total Area= 1.86 in"2 Total Area= 2.79 in^2 Bar Diam.= 0.63 In. Bar Diam.= 0.63 in. Spacing 10.0 in. Spacing 10.7 in. Enou h Steel9 OK Enou hlSteel9 OK Devlopement Length 10.9 in. 10.9 in Id=max of: 16.4 in. Id=max of:; 164 in. 12.0 in. 12.0 in 167 in. 164 in Ja61e Space= 16 in Available Space= 23 in OK OK Project_ S No. �4 o ❑Page a of IS ,1 . BL/ Subject (WTV A, `wA1,L Phone- ❑Calculations ❑ Fax With/To Fax# ❑ Memorandum Address #Faxed Pages ❑ Meeting Minutes ❑Telephone Memo Date: too fs SQZL1\tall r '� j�uew f34�n LA660PSfi By: C F P M3 _ _ 1 y" Q�A�NED H��(,n1 Qpff'�L SoL w9o�Pst% I <- Copies to: l o t � I 1 Suo1 F os .J J 2215 N.30th Street Suite 300 Tacoma,WA 98403 J Old Town Historical District 253/383-2422 1 253/383-2572 FAX If this does not meet with your understanding,please contact us In writing within seven days.THANK YOU. AHBL Civil & Structural Engin_ Land Planners-Landscape Architects Structural Calculations Date:06108100 Page: I CANTILEVERED RETAINING WALL DESIGN acs y WALL&FOOTING DATA-- VERTICAL LOADS LATERAL LOADS Retained Height - 4.00 ft Axial DL on Stem - 0 plf Lateral Load Acting on Wall Ht.above Soil - 0.00 ft Axial OL on Stem - 0 plf Stem Above Soil = 0.00 psf Toe Width - 1.50 ft ....Eccentricity - 0.00 in Add'I Lateral Load - 0.00 plf Heel Width - 1.00 ft Surcharge over Toe - 0.0 psf Dist to Load Start - 0.00 ft Total Footing Width 2.50 ft Surcharge over Heel = 100.0 psf Dist to Load End = 0.00 ft Footing Thickness 10.00 in Note:Toe Surcharge Resists Overturning Key Depth - 0.00 in Note:Heel Surcharge Resists Overturning K` Key Width - 0.00 in SOIL DATA ADJACENT FOOTING - Toe to Key Dist. - 0.00 ft Allowable Bearing - 4000 psf Vertical Load - 0.0 N SLIDING CHECK Active Lateral - 35.0 3 Load Eccentricity - 0.00 in Ftg/Soil Friction - 0.40 .....Max Press. - 0.0 Footing Width - 0.00 ft Soil to Neglect 0.00 in .....Slope Press. - 0.0 Ftg.CL to Wall - 0.00 ft Lateral Pressure - 563 N Backfill Slope - 0.0 :1 Vert.Position of Ftg. Passive Pressure - 800 N Passive Press. - 900.0 ...AbovelBelow:[+l-] - 0.0 ft Friction - 386 N Soil Density - 110.0 pcf Spread Footing ? No Add'I Force Required - 0.0 N Soil Ht over Toe - 6.00 in SUMMARY FOOTING DESIGN Pressure @ Toe - 1092.0 psf Soil Press.Mult. Toe Heel Vc - 3000 psi Pressure @ Heel - 0.0 psf By ACI Eq 9-1 - 1529 0 psf Fy = 60000 psi Allowable Press. - 4000 psf Mu-Upward - 1233 0 ft-N Min.As Percent = 0.0012 Ecc.of resultant - 7.93 in Mu-Downward - 284 116 ft-N Omit SP Under Heel ? No Max.Shear @ Toe - 9.61 psi Mu-Design 950 -116 ft-H Toe Heel - Max.Shear @ Heel - 0.00 psi One-Way Shear: a 4 @ 23.81 23.81 in o1c Allow.Ftg Shear - 93.11 psi Actual - 9.6 0.0 psi N 5 @ 36.90 36.90 in o1c Factors of Safety: Allowable - 93.1 93.1 psi >E 6 @ 48.00 48.00 in o1c Overturning 1.56 :1 Cover over Rebar - 3.00 3.00 in a 7 @ 48.00 48.00 in o1c Sliding - 2.11�'d' - 7.00 7.00 in N 8 @ 48.00 48.00 in o1c Ru - Mulbd-2 - 21.5 2.6 psi H 9 @ 48.00 48.00 in o1c SUMMARY OF FORCES&MOMENTS Overturning Moments - Resisting Moments Origin of Force... N ft ft-N # ft ft-# Active Soil Press. - 562.6 1.83 1030.3 0 0 0 Soil over Heel 0 1 0 0 220.0 2.25 495.0 Soil over Toe - -31.1 0.44 -13.8 $2.5 0.75 61.9 Sloped Soil @ Heel - 0 0 0 0.0 0.00 0.0 Adjacent Ftg.Load - 0.0 0.00 0.0 0.0 0.00 0.0 Surcharge Over Heel - 0 0 0 50.0 2.25 112.5 Surcharge over Toe - 0.0 0.00 0.0 0.0 0.00 0.0 Axial Load on Wall - 0 0 0 0.0 0.00 0.0 Load @ Proj.Wall - 0.0 0.00 0.0 0 0 0 Averaged Stem Wts. - 0 0 0 300.0 1.75 525.0 Added Lateral Load - 0.0 0,00 0.0 0 0 0 Footing Weight - 0 0 0 312.5 1.25 390.6 Key Weight - 0 0 0 0.0 0.00 0.0 Vertical Component of Active Pressure - 0 0 0 0.0 0.00 0.0 Totals - 531.5 N 1016.5 ft-N 965.0 N 1585.0 ft-a Resisting Totals Used For Soil Pressure 965.0 N 1585.0 ft-N (Vert.Component of Active Pressure Removed) (continued on next page....) V4.413(c)1983-96 ENERCALC AHBL,Inc.,KW06022-6 1 i AHBL Civil &Structural Engin- -1-S Land Planners-Landscape Architects Structural Calculations Date:06108100 Page: (C� CANTILEVERED RETAINING WALL DESIGN acs y (.....continued) STEM SUMMARY - Top Stem: From 4.00 ft to Top of Wall 6.00in Concrete w1#5 @ 16.00in,d- 4.19in f'c- 3000.Opsi,Fy- 60000.Opsi Wall Wt.- 75.00psf,Bar Embed- 12.0in Mu - 0.0 <- Mn - 4142.Oft-N Vu - 0.00 <- Vn - 93.11 psi Interaction Value - 0.000 Second Stem From 3.00ft to 4.00ft 6.00in Concrete w1#5 @ 16.00in,d- 4.19in f'c- 3000.Opsi,Fy- 60000.Opsi Wall Wt.- 75.00psf,Bar Embed- 12.Oin Mu - 34.6 <- Mn - 4142.Oft-# Vu - 0.89 <- Vn - 93.11 psi Interaction Value - 0.008 Third Stem From 2.00ft to 3.00ft 6.00in Concrete w1 N 5 @ 16.00in,d- 4.19in f'c- 3000.0psi,Fy- 60000.Opsi Wall Wt.- 75.00psf,Bar Embed- 12.Oin Mu - 178.0 <- Mn -4142.Oft-# Vu - 3.23 <- Vn - 93.11 psi Interaction Value - 0.043 Fourth Stem From 1.00ft to 2.00ft 6.00in Concrete wl N 5 @ 16.00in,d- 4.19in fc- 3000.0psi, Fy- 60000.Opsi Wall Wt.- 75.00psf,Bar Embed- 12.0in Mu - 489.7 <- Mn -4142.Oft-N Vu - 6.76 <- Vn - 93.11 psi Interaction Value - 0.118 Bottom Stem From O.00ft to 1.00ft 6.00in Concrete wl a 5 @ 16.00in,d- 4.19in fc- 3000.Opsi,Fy- 60000.Opsi Wall Wt.- 75.00psf,Bar Embed- 6.Oin Mu - 1028.0 <- Mn - 4142.Oft-# Vu - 11.46 <- Vn - 93.11 psi Interaction Value - 0.248 V4.4D(c)1983.96 ENERCALC AHBL,Inc.,KW0602298 Project ��S No. �'�1432. 1 ❑Page 11 of 15 AH B L Subject TC'�g o - r-V IL S Phone ❑Calculations With/To Fax# ❑ Fax ❑Memorandum Address #Faxed Pages _ ❑ Meeting Minutes ❑Telephone Memo Date: y O QS� TENSIbN RoT�S . F 1 By: M3 — , 3� 1 ICopies to: 1 , r -2 P T - I� Sk 7j0,Z-K QtQ 03mmkvc\AL f/kc-U-IL C6� Lt= 3.3 SAS S FoR klnl� p ns 2215 N.30th Street Ft= I b,Sk = 5- ST Suite 300 Tacoma,WA 98403 Old Town k4 IMf�QOvE O Lbw S I LEL "� I GLIOS M_INIMum Historical District 253/383-2422 �� U S E W. Plow STC E L / C LIPS 253/383-2572 FAX CTd ALC6v,4-r r 3Z 14,00ITIuNAL FQ'tQtL LATC-QAL L oAflS� 91 If this does not meet with your understanding,please contact us in writing within seven days.THANK YOU. AHBLProject_ - S No. _ Cm 43, J U [:] Page « of �5 Subject 3aLIS Phone El Calculations With/To Fax# ❑ Fax ❑ Memorandum Address #Faxed Pages ❑Meeting Minutes ❑Telephone Memo Date: RcL�E�) cONNECT10pJ / �(ZOSS?IL—S V,= jo,Zk 15- 40.1` ( AAk, F:e12 Z COLS) By: S�� �4� j 1360S ( E R C,LUNN Mb 7 M1N rAA(6 0 12 SPA Copies to: I i s S 16000� S'S 10Zco SY S t (2A J' Q.6G 1 bk k32S0 ) ��r`1511 2215 N.30th Street Suite 300 Tacoma,WA 98403 Old Town Historical District 253/383-2422 253/383-2572 FAX 1 If this does not meet with your understanding,please contact us in writing within seven days.THANK YOU. HBLProject_ BLS No. 99 rZ.ZD ❑Page S ofAA IS Subject ST 9 t=L 5-r vp wA LLS Phone ❑Calculations With/To Fax#_ ❑Fax ❑Memorandum Address #Faxed Pages ❑Meeting Minutes ❑Telephone Memo Date: W4LL �/-2 OL`( wood a S(M . () �E \/G E6v 7 OEFLLc,igN < L/zu0 By: Li0 ps r 0L WIAN7 No Aa A L LGQO M6 S„� Ic. 611\. Fti= Saks Zyr SPgcl,vc, SS SECT(p„� -- MAx WALL = 12 $� 7 11 0/< Copies to: \JS(f S'rECI—Ce SS SEc110A/ OR C- IV tcN� wkTN Tkt[ sAmE �RoPt RZICs 1 I _ J 2215 N.30th Street Suite 300 Tacoma,WA 98403 `I Old Town J Historical District 253/383-2422 253/383-2572 FAX ! If this does not meet with your understanding,please contact us in writing within seven days.THANK YOU. Project C S No. CD ❑Page of �S AHBL Subject MA55rvR`1 -/ALL _ Phone ❑Calculations ❑ Fax agoffiam With/To Fax# ----- ❑Memorandum Address #Faxed Pages Meeting Minutes ❑Telephone Memo Date: /�ASbn/2`f WALL e L A/v �'w�= 36obP5. Fs By: Th�c k /1AT3 21 ,L, 1 G we Ue Copies to: Rp=3 C�,= a 13 C Sc- FP = o.u'A w\n 131 we J i u 2215 N.30th Street o 4'PR1 Suite 300 Tacoma,WA 98403 Z3- °, c1�-U" l Old Town FOD-CG \N7o wAIL 'R .) Historical District 253/383-2422 �p O,-,I Wp C,-7 0 0 3 253/383-2572 FAX _ 2677' If this does not meet with your understanding,please contact us in writing within seven days.THANK YOU. AA U)T ProjectAcS No. 9qk3�20 ❑Page�of1 L)1J Subject MASe Altl( WALL Phone ❑Calculations With/To Fax# ❑Fax ❑Memorandum Address _ _ #Faxed Pages ❑Meeting Minutes ❑Telephone Memo Date: SHEAR Fetzcl: IMo l3� wALL = 2677 —' 2677 By: NXtAL LlaAo t. DL 3S pS� Copies to: SHEAR STRESSES e 5, 12,S4c�loNk ��wDB 1 VL. iA9EC /� 4 I ` " C J J VA l _ '5- aJ �,� CBS. MS d� _ 1 'Rofs_ > PS., ak J 2215 N.30th Street 1k1A L Q EAR(w t2 5TR E SS E s Suite 300 \ Tacoma,WA98403 S D P5v 1 Old Town Historical District 253/383-2422 AmAwA'b LL = F b�= o,2(o = 0 mk 253/383-2572 FAX y3GP5, G.b�t ps, 0� If this does not meet with your understanding,please contact us in writing within seven days.THANK YOU. CoN ,.ZCL4 PACl1FIC COW-ANY A-PACIFIC Dmust IFS,AVC_compANY FAX COVER SHEET , DATE: !>- 2--00 TIME: A . TO: r' FAX #: ATTN: PHONE# Zs 38��24zZ FROM: by REFERENCE_ N=ber Of Pages Including Covcr Sh6 Z 7. MESSAGE: 1t%v t,) i P_0=BOX 594,WOODINNULE, WA. 98072 PHONE(425)483-6688 FA.X.(425)4S6-2I 58 cb.Finlax.bLinb t` . 06/02/00 FRI 15: 05 [TX/RX NO 54111 001 Date: 6r2ro0 Reaction Report ACS Time:2:58 PM Page: I of 1 =*°n'•'r������.��=i(����ia.yy!( i tRS".. mm '�. t j'id`�'t.1t rypp°':fi ,,�'b�w ra,i�e�i�q t,r"� }. as.am 1.74 ` Shape:NEW MANILFACTURMG PHASE I Builder Cowact_ALAbrGOODE. Pt*-=ACSNotthwcgUec Name.COMMERCIAL PACIFIC COMPANY )irft3�: Address:P.O BOX 594 Iobsbr.197XX60IHAVENX. City,Stec Zip:WOODYNIViLLF,Washington 9807Z City,5tame Zip:Arlinploe,Washingon 98Z33 MBMA End Use Manufaenaing Production cow",Cou n-y- SnobomL%b. United Sims Loads and Codes Building Cvdc-1997 Uniform.Building Cade' B1a•1t Up: 99AISC Rainfall:4.00 is pc hour Building Us-Standard Omapancles Cold Farm: 99ALSI Allow.Ov�- Fnn.1.03,Scc:1.03,$ra:I J5 Live Land W itud Lord Snow Land Sei$Wk Load Livr Load:20.00 psf Nor 3tuduable Wind Speed:90.W mph Roof Snow Load: 25.00 psf Seismic:Zone 3 Collateral Crrmvity:7A0 p�zf Wind Expomar-8 Snow Expo aue CategveT 1 Soil Prole Typc:Stiff soil Collateral Uplili: 0.00 psF Wind Enclo=v..l.uckvcd Fran=Redundmcy Facsor.1.0000 RWC EIcVxdou:.01p10 Braec Rcfamdancy Factor:LI326 %Snow Used in Seismic 0.00 PcrArtWc 2.9 in the Buil&r AgrevamMVP Buildings aaamm dw*c Haatdcs has eancd tie local Building Official orPtojcet Engineer w obtain all code and Imtdang infomration for this specific building sine. Deslq>s Load Combinations-Framing No. Origin Factor Ap{l]caion Dmaiption I Sys In 1.000 LOt10 D+1.000 CG+LOW L 2 SySran 1.000 LOW D+I.000 CG 4-I.000 S 3 System 1333 LOW D+LOW W 1> a System 1333 1-000 D+1.000<WI 5 System 1333 1.000 D-r 1.000 CO+0.714 S;- 6 System 1.333 1,000 D+ 1.%0 CG+0.714<E 7 Sysan 1.333 1.000 D 4-0.500 S+1.000 W1> 8 System 1.333 1.000 D.+0-500 S+IAW<WI 9 System 1333 1.000-D+IDW CG+I.000 S+0 4;OQ WI> 10 System 1333 I.000 D+I.000 CG+1.000 S+0300<WI I Systan Vcdvcd I333 1.000 D 1D00 WP+,1 OW WEI> 12 System Derived 1333 1.000 D•+.0-500 S+L000 WP+LWO WBL> 13 Syn no Derived 1333 1.00o D+1.000 CG+I.000 S+0.SW WP+0.SW W81> 1a System Daivcd 1333 1.000 D•+1.000 WP+LWO<WBI 15 Systeat Derived 1333 1.000 D+0:500 S+I DW WP+1.000<WBI 16 Syv=Daivcd 1.333 1.000 D-+-LOW C G+LOW S+OS00 WP+0.500<WBI 17 Systaun Derived 1333 1.000 D+1.000 CG+LOW EB> 18 System Derived 1333 1.000 D+L000 CG+1.000<EB Desires Load Combinations:Bracing No. Origin Factor Applircaficaa Dcscriprion 1 SYS= 1.333 1.000 WI>. 2 System 1.333 1.000<W 1 3 System 1333 0.714&- d System 1333 0.714<E Load Typc Dctuiptioac D Material Did Weight C Collawral Load CG CoUatt:ral Load for Gravity Cows Cu Collate ml Load for Wind Cases L Live Load AL' Ahcma a Span Live Load,Shifted Rigfs *AL Almmzmc Span Live Lead.ShiAW Left S Snow Load USl' Unbalmccd Snow Load I,Shdbcd RisM wus) Unbalanced Snow Load 1,Shifted Left US2= Unbalanced Snow Load 2,Shifted Right IUS2 Unlralzaced Snow Load?,Shifted Left PFI Pit W Load Full,.1 Span M1 PM%W Load_Fwf 1 Span . PF2 PmtW Load,Full,.2 Spans. Pita Partial Load_Hall:2'Spans W Wind Load Wl> W"md Load,Cam 1,Right <W 1 Wind LoacL Case 1,Left W2> Wind Load:C:se 2,Right <W2 Wind Lug Case 2,Left: W3> t Wind Load,Case 3,Right <W3 Wind Load Case 3;LcS W4> Wind Load.Caw 4,Right <Wa W-rru1 Load Cdsc 4,Lc It. W5> Wind Load,Coc 5,Right <W5 Wind Load,Case 5,Ir11 mii> Wind Load.Cast&Right <W6 Wind Load,Carr 6.Lcft VIP Word Load.ParaIIel to Ridge VPC FUC-ACS NORTHWEST INC..VPG VPC Version A J 06/02/00 FRI 15:05 [TX/RX NO 54111 002 Date: 6/2/00 Reaction ReportACS Time:2-59 PM Page:2 of 2 WPR Wand Load,II Ridge,Right wFL wind Load;J�.Ridge,Left E Seismic Load D. Seismic Lur4 Righr <E &-igmic Load Leff EG, Vortical Seisaut EtFcct EG+ vardmi Se- is EMWt,Add'aive "- EG vccdcai scis+ c.Effcst�Sub=cove FL floor Live Load FL- AlEMnot►:SpM Floor Live Load.-Shifted Right *FL Alu==Span Floor ljve'I.Ao L Shift ud Lift FD Floor Dead Load AL Aadlizy Live Load AL*> Ata iliay Live Load.Rim Right =Al- AmoryRi Live Load, c.I cft <AL= AwulDkry Live Load Left Right —AL Au liary Live Load,LcAL Left AD Aunliary Dead Lewd U User Dcfincd Laad Ul Uscr Dafiued Load-I U2 Usa Defntcd Load-2 U3 User Dcfucd Load-3 U4. User De-6=d Load"-4' US User Dcfiucd Load-5 U6 Us:r Ddiw4 Load.-6 [77 User Dd-mcd Load 7 U3 Uscr Defined Lead-9 U9 U=Defined Load-9 R Rain Load T Tempen onre Load 1 I _ J f VPC File:ACS NORTHWEST INCC_VPC 'VPC Version:1_1 06/02/00 FRI 15 : 05 [TX/RX NO 54111 Z 003 Frl I r I 114L' YLLI LL • 1�v., Date: 6/2100 Reaction Report ACS rune:2.58 PM Page: �of Overall Hm7ding De=ipdnu Siwp1� Ov owAaea Arcs M=.'Fave Nun.Ease MU Knot Min.Roof Peak Width T. . (514.9 (sq.it) (54-110 .Haight Heighr2 Fitch ,Pitch height trw MANUFACruxlNu 66/0/0 1 19157 31T 31/ / 0.000:12 PHASE 1 NEW OFFICE 36/0/0 95/0/0:.: U20 532: 3924 .22/0/0 I3/010 4909:12 -3.000:12 ZZ/0/0 fi�1 Far AFl I S I 0ver4Q Shape Descripoun Roo.I 1__j Rooi 2 From Dist is Peal Height A A I. 3120 -0500.12 E F a VPC FlleACS NORTHWEST 1NC;_vPC VPC Vecsian:1:1 06/02/00 FRI 15: 05 [TX/RX NO 54111 004 Date; 6/2J00 Reaction Report ACS rime:2s8 PM Page:4 of 4 Wall z 4,Frame at 1/0/0 Fr=ur IDp&B 2217 SPACING Frame TyPe Posc do Beam � 4 VY w ►tr ►a rs� Values shown are resisting fors oftihefounda6oa Rcrctions-Load 71 yW at Frawe Cram Sectiouc 1 Column Type Etuxiorcoltttrm bdcrwt cohman Imcricr Column kxtenorcoluntn X-Loc 0/wo 221" d4/0/0 66/010 Gridl-G cU 1-D Id: 14a 1 A BascMucWxL(in.). 8x9 fill "3xIl 8x10 Rw=Plw=7bic n ss(in) 0375: 0.375 :.0�375 0375 Anchor BoIr QLy/Diam_(m.) 2-0350 2-0.750 2:-.0.750 2-0.750 Column Base E]cv.(it) 100.0. 100.0 ". 100.0 100.0 load Type prsc- RX y Vy lac 'l y A Frm -0.01 0.76 - 1.14 - 1.1 - OAS - CG F= .-0.01 0.80 - 1.76 - 1-77 - 0-67 L Frm +0.03 2 U - 5-04 - 5-05 - 131 S Frrn -0:0t 2 86 - 6301, - 631 - 738 - WI> Fero -0-ID -1.0 4.76 -2-25 4.07 226 -1.11 -0.89 <WI Frm 034 4-43 -4_76 225 4W 2.25 I.7& -0_92 D Frm -0.06 -0.02 -0.18 - -0.12 - -0.07 -0.07 <E F=L 0.06 0,02 038 - 0.12 - 0.07 0.07 - WP Frm 024. -aM - 2.25 -226 -156 -0.80 - lmmjmum Beactioas Summary-Framing X-Loc Grid Rm 1eft load 11¢Bicta Load IlpL& Load WE Down LoM Moat cw Load Mom ccw Load (-I\) case .(� cam (.Hz) Caw ft) cam (<vy) c- (vy) caste (-M=) c� (MZZ) case oo (k) (kY (k). W W (In-k) Gn-k) 0/0/D 1-D 0.14 12 033 4 - - - 07 37 4.41 - - - - 22/0/0 1-c - - - 4-76 4 4.76 3 1.69 17 920 2 - - - - 44/.0/0 I-B - - - - 4,07 4 4.07 3 1.69 16 92_? 2 - - - - WOM 1-A 1.56 5 1.79 . 4 _ - - 06b 76 3.i3 2 - - - - VPC Fffc:ACS NORTHWEST 1NC__VPC v,PC vUr.3i0D =1-1 06/02/00 FRI 15:05 [TX/RX NO 54111 16 005 Date: 6/2100 Rcactiox.Repvrt ACS Time;259 FM Page: 5 of 5 Wall:4,Frame at:20/0/0 Frame ID:Riggid Fracue Fr-w-7ypc:Rigid Fr-= � to Valurs shown am resisting forms o£the fomndgtiva. Bea[tions-Land Type atFrame Cross Secdm:2 Column 7�*- EAC&MV cohlaw E=wiorCdt�p X4-oc 0/0/0 66 M Gridt-QddZ Z-D 2-A BawPlaiewxL,cm-) 10x24 9X26 BaccPl=ThlQkn=(ia): 0375 0375 Ancbor Bolt Qty/Diwm. (in.) 4-0.750: 4-0.750 Column Base Eler_(@) 100.0 100A Laad Type Des- Inc VY ME vy D 0.7.7 3.67 - - - CG Frm 1.62 5.08 -L62 5.09 - - - L Frm abZ 1431 -4.62 1453 S Frm 5:78_ 1IL14 -5.79 19-16 - - - WI> Finn -.40. -a." -2.26 AA4 - - - <wl Fun 0.87 3.72 &41 -9.25 - E> Ftm =193 -1.80 -1.94 1.66 - - - <E Fna 1.93 1.80 1-04° -1.66 - - - WP Fun -2.7t 737 -1.88' -5-60 - - Nizomaw Ftwedons Summary-Ft�miog X-Loc Caid. 11M ICA wZ Righc Iavd li►;,lu tkr p1iR Load VMDMM Load Mom�v 14ad,Mom ccw Load ( Gtse (1 ) .( case (#�) Ca9e c Vy) Case NO C� (-MEZ) c-,�- (MZZ) case (k) (k) (t) (k) {k) W ( ) (n-k) 0/010 2-D 3.* j SB3 11, - - - &40 1 26.91 2 - - - - 66/010 Z A 8.16 2 T.64 4. - - - 6 94 17 26.92 2 - - - - VPC,F&—ACS NORTHWESTINC_1/PC vPC vetsioii:I-1 - FRI 15: 05 [TX/RX NO 54111 Z006 Date: 6/2/00 RmetionRgmrtACS Time-2:58 PM Page: 6 of 6 Wall:4,Frame at 4"10 Frmve IDAigid Frame F=nc lWeiRigid Frame VV W 1t ltJc Values shown am resisdag forces ofdw fcuobliun Reactions-Load'Type at Frame Gmw Section_4 Column Type f"acriorColuma Exkrkv Cetwo Y-Loc 0"D 66AVO Caidl-Crid2 4-D 4-A Base Plam W x L[tom) 11 z 2a IO x'26 Base Fla=Thiclm6s(in.) 0.375 0.375 Anrbor Bolt Qrj/Diam- Cra-) 4-0-750 4-0.750 Column Base Elev.(A) 100.0 . 100,0 Load Type Dtsc_ Rv. VY WX VY D Frm 0:81 1 _0 - - CG Frrn W,L74 5.77 4:74. 5.78 - - - L Frm 4:96 16.49 -436 1651 - - - S Frm 6]0 20A1 -620 20-" - - W1> Frrn 5109,, -9$3 -Z76 -493 - - - <Wl Frm 1.07 .437 9.19: -1039 - - - D Frm. 2:13`.... -7-04 +2_ld 1.SS - - <E Frm t13 ZA4 114 4.88 - - WP Frm -3_I2. -&Sl 237 L -625 - - Maximum Reactions Summary-Ftam X 1ac Cnit1 Hrc fell Right Fum-aLoad f-H<) Vrt down Load Ivlaan con Land Moan rev Lead Case (HX) t,asr Cart Ok) : C— (-VY) Case. :CVY') Gke (-Ma) C (Ddri) Case N (k) (�) W (k) 01010 4-D d 28 3 9M 1 - - - 7.37 TIC 66/0/0 4-A 8.7S 2 938 4 - 7:79' 17 bfaXimAto Rtxc6ogs Sumaury-Braciug X-Lon vid Ha 1efl Load Hez Right Load Ha In hoed Hrz Out LmW Uplift Load Vrt Down Load (-KX) t:.ase (H4 Cac (-H4 Can (Hz) Cast (-Vy) Case (vY), Case (k) (k) W M 00 W O/010 4 8 8 3 4.tkl 4 66/0/0 �A - - - - - - 731` 4 427 4 10.01 3. Note:Rcacdons sbnwn in the Bracing Reactions Qtblc are aA included in dre FrAw Reaction.t-aible_Combine pia Code as.rtftdc 4- VPC F17e:ACS NORTHWEST INC.:VPC VPC Vc sion:1-1 06/02/00 FRI 15: 05 [TX/RX NO 54111 007 Date_ 6/2/00 Regc&n Rgwt ACS Time-2.58 PM Page: 7 of 7 Wan:4,Frame at.:MOM Ftmrma ID:Rij'id Frame Ftaoac Type Rigid Frame Valt=shown:unresisting f==ofthe f=dUfpn Reactions-Load Type atfia-nie Cross Section:6 Column Type Eul3ior;Cottttrts F�t>m X Loc O10/0 . 6600' Gridl-Grid2 6 D 6-A Bast Flat W x L(m-) 11 x:24 10%26 Brie ftdc n±:cl-ess Un-) 0375 Anchor Bolt Qty/Diata (in.) a-0-7-40 4-0-750 Colturw Base Flcr-00 100A0 Load Type Dcsc. HX Vy w vy . D Frm 4.01 - - - CG Frra 1`_74 5.77 -1.74 5-79 - - L Fran -% 16:0 -d96 16.51 - - - S Frm: 620' 20.61 -6 20 20.64 - - W D Frro ;5.09 -9ffi 2-76 -453 - - <W l Frm 1.67 .437 939 -1034 - - - D Frtn 2.13: 2-04 -2.14 1.99 - - - <E Frm i'll 7-04 2-14 -I= - - - WP Frm 3.12 4L51 -237 -625 - - - Maximum Reactions Summary-Framing X Loc raid Ha I= Hra R� p1rt1 l.ottd rt I]own Load Mom c w Load Mom ctwLoad (4te) Case (I-IK):- cam (-1�) Ca= ME) c FVY) cam (Vy) C— (I�s 2 case (n�) rasa WON &-D 4.29 3 9. 0 11 - - - - 737- 1 3030 66/wo 6-A 1 9,75 2 839 4 - - - 7-79 17 30.43 2 - - - - bi dmum Reactions Summary--Bracing X4-mc Grid Fltz Ieft Load Hrz Bis6r Load Fin Ia . Load F a om Load Uplift Load N rt Dawn Load (-MC) Cave ft() Cesc '(41Z) Case 01Z). CM (-VY) Case (Vv) Case (k) (k) (k) (k) (k) ` M tilU - - - -321 5 - - 4-04 4 9§9 3 6W610 6-A - - - - `3.12 5 - - 10-01 3 4 7 4 Note:Renas shown in the Bracing Ae+aians rabic an;aix ittc a in the Franc Renmons table.Combine per Code.as seeded. VPC File:ACS NORTHWEST 1NC..VPC. VPC vmioa:I,I 06/02/00 I'R 1 1 5: 05 [TX/RX NO 5411.1 1?1008 Date: 62/00 Reaefion Report AC.S Time:2:59 PM Page_8 of 8 Wall=4 Frame at:95/0/0 Frame ID.-Rigid Er=c Fiume Type_w f Forme • A VY FR Ftx Vshxs dawn resisting faros oPthc fomtd3oan. Reacrioas-Load Type at Frame Crew Section.E olumn TI= EvxviorColmtm, Irk lac 0_/0/0 66MM. Gridl-Cnid2 &D_ $-A Bssc 1'L�c w=1(in.). 11 x 24 lO X 26 BasaPlatcThicku (m.) 6375 0375 Ancbor Bol[Qty/DimmL (40 4-0.750: 4-0.750 ColumnHase'Eier.(S) IMA I000 oad Types kiu: :: Vy HX D Fnn 016 4.19 - - - CG Frtn 1.79'. :::5.90 439 5.73 - - - L Fart 5.11 I6.86 -5.11 1652 - - - S Frm 639 . 21AB -6.39 20.65 - - - wl> Friti .-7.64. -109s -333 -436 - - __w1 F"n 218 A70 9.51 -10.60 - - E> Fhn -2-25 Z05 -220 1.91 - - - <E Fnn 2 S ZOS 2.20 491 - - - w-P Frrtr 1 424 -8.13 1.89 -6.62 - - Nuximttn/Rgteaions Summary-Framing - X- 1dt Load Ha.Ri& Load Hain Lwd Itz Oat LaW Uplift Load Vr[Dowrn Load Momcw Mum ccw Load ( ) cast (fix) eas> .:(- ):: ( (vyj ease : tVr) case c n[M t) a„n (1 ) case M (k) M (lc). (h) (k) (in-l-) (iac) CIO/0 M-D 6.78. 3_ 1024 11 - - - - 921. 16 3112 - - - - 66/0/0 8-A 9.04 z. 8.65 44 - - - - 7.95` 17 30A 2 - - - - %bumam Reactions Summary,-Bracing:.. X Lac Cnid Hrz left Load 1hz-ltiStd Load Ma In P4ft. ad VA-Dawn VA-Dawn Load (-RK) Cacti (UX) Cxft (Hz): CwC Mz) cat CVY) GA$C (VV) Case M (k) (k) M (k) (L.) 0/0/0 s� - - - - - - 427 4 538 _ fi.W] 4 66/0/0 &A - - - - - - 420 4: &67 4 5.76 3 Note.Rcaations shown in the$racing R=cdon"able are mr iodnded im tha RMOC Reacmors tabk.Combice per Code as need 'V'PC 1=ICACS NORTHWEST INC..VPC' VPC Version_I J 06/02/00 FRI 15: 05 [TX/RX NO 54111 009 r m 4.1 r- 1 k- 1 14 Date: 61VOO ReccCw1R Report ACS Tune:?sg PM Page: 9 of 9 Wall=4,Frame at_120/o/O Frame ID:ilgid Frame Fm c Typ c-W.gid'Fr From i I - l w tic Values shown am misting fares of the foundmism. Reamoos-Load T_rye ax Fmxnc G?ms Sw*=:9 Column Typc •Exnsior Colmffi tx=wcohmm C Lac 0/O/0 . 6610/0 Grill-G6d2 4-D. 9-A Base Piate W x L("m-) 1 t`.x:24 10%26 Base Plam Thickness(in_) 0.375 0375 AndhvrBvltQty/Di=L (h) 4-0.150 4-0-75D Go[tma Base Eler.(R) 100.0 IODA- Lu l:ypc DCSQ I3s NY , y D Frm. OAS 4.01 4.10 CG F[m 1:78 S n -1.78 5.79 L FTM 5.67:. 1&44 5V 1651 - - - S FTM 634 20.6I 6.34 20.64 - - - Rrl> Frm -9b1. -10.84 39I 39I - - <WI Ftm 3.73 J.81 99S -I0.% - - - I____-_ D Ftm -226, Z08 -Z25 1-W = - - <E Fnn 226 208 225 -l-W IWP Frm 0-76. -T.TI -1.45 -7.04 'AasaimnmAeactin�Sammary-Frsmin� . X Loc Caid Hm tcftLoad HrrXj& Lued Efiz to LAW H2'WL loa Load Vtt Down Load Main cw ILoad Mom ccwl Load (-Hy.) C= (fk) Cam (-Hz)• Caw oft) Cie (-Vy) Case (VY) Cza (-Nim) Case (M=) Cssc (k) ) (E) (k) (k) (k) (in-k) CmA) 0/0/0 IY3 8_78 3 1 1 = 1.1 - - - - S. 1 3039 2 - - - 66/0/0 :19 897 2 9.08 '4 - - - - $21 17 30.52 Mexe`mnm R®ctions Summary-Bncft X-Loc Card Hm left.Lead HszRi&Load lz In Land Ha Ott: LAW Uplift Load Vrt Duna Load (-Hx) Case (Hx) Cme (4k) Cam. (Hz) Case V Vy) Case (vy) Case (k) M (k) (k) (k) (k) Oi 15 D�3 - - - - - 781 s 536 66I0/o A-9 - - - 633 5 - - 5-76 3 8.67. 4 Now,Rcac-ions shown in OwBracing Rmetiaos able arc not badnded in the Framc liege ons table.Combine per Code as nccdod VPC F1Te:ACS NORTHWEST INC.VPC VPC Version--I-I 06/02/00 FRI 15 :05 [TX/RX NO 54111 010 r h 1 r 1 114L.' 14w Date: 612JO0 Re lion RgwtACS Tlme:2:58 PM Page: 10 of 10 WaD::4;Frame at: 1451010 Feme ID•Rigid Frame Frame,Type Ri�idFr�rc HK Vahan shown are rsisang form:of*c foundalkm Rrsmoas-La.d Typr at Frame Coss Sec os 10 Column 1)pc Exdrriar X-Loc 0"o 66W Gridl-Grid2. 10-D 10-A " Ba!tic Plate W z L Cm_) 11 x 24 IO s 26 Base PL-M ni mess(Ua) 0375 0375 AnchorBolr QtyMiw. (in.) 4-0.750 4-0.750 Colwon Base Elcv.(t1) 100.0 100.0 Load Typc Drsc. Hx: Y' Y D Fes. 0:85... 4 4.1 - - - CG FTM I.79": 5.77 -1.79 5.79. - - L Frm 5�07:': 16.49 -5.07 16.51 - - S Fna 634-1 20.61 &M .20.64 - - - W1> Frm -9.64 ' -10.94 391 391. - - - <W1 Frm 3.77 3.81 994 -1.994 - ED Frm 426 .,-= 225 1.92' - - <F Frm 226 2 09 225 -)92 - - - WP Farr 0:76;' -7_71 -lA5 4A4. - - - Marimam Beacnoes Snmmaty.-Frawing find firz lcft Imad Hre Rilefa LoW H¢In IAW E1¢Otrt p Load Vrr Down Load Mom cW load MOm Ctw Load (�Ui) Casc (Hx). Cam ( C (1�) Caex (VY) Cie (VY) Casc (Mzz) C (11�) Cam W (k) M (k) (k) (r) On OGli 9,79 3 10.21:. 11 ; - - - - a 16 30:3 - - - - 6&0/0 A-10 9.97 2 9.08 4 - - - - 821, VPC File-ACS NORTHWEST INC..VPC, VPC Version:I I 06/02/00 FRI 15: 05 [TX/RX NO 54111 Q 011 fl 1. L I Date-_ 6/2/00 Reaction Report ACS T-une:2:58 PM Page: 11 of 11 &D 4,Frame at-17WO/0 Frw=.lD_Ripid Frame Fn=Type3tigid Frame V31ueS sh0wa MiS*M forces of the fotmdNiM Reactivas-Land Type at Framc C. S"Voo.11 ColamnType ExwnorColrmnn .ExlerinrColu m X-Loc 0/0/0 6fi /O Gridl-t rid2 11.0 11-A Base PLM W x L(im) l I X 24 IO Z 26 Base F1=Thickets(m.) 0375 0375 Ancher Bolt Qry/Diam- (in.). 4-0.750 4-0.7A, Co!uma Basc Elev.(!i) 100.0 100A Load Type DCsC. Itx: Vy Hx: Vy D Frm :DA5., 0 - - - CG Frm 1.78, 5.77 -1.78 S78 - - - L FrM . SX ;: M49 5.07 1631 - - S REM 634 + 20.61. _ -634 20.64 - - - W I.- Fun. -9.6.4 -1OS4 -331 _191 - - - <W 1 Frm 3:73: _191 9.94 -1094 - - D Fim. 226_ -2.08 225 192 - - - <E Fan 226 2 09 225 432 - - - WF Fmi -0.76 7:71 - -1.A5 7:04 - - - Maximum Reactions Summary-Framing X-Loc Grin Htz tat Load 11m Rion Load 13a In LoW Elm QH Load Uplift Load Vrt Down load Mom cw Load Mom ecw Load (1-1t) Cam (Ibc) Cme (-Ho case (1b) cam (vy) ' Case (vy). c2wc (-NLg) Cage (Mzz) C= (k) (k) R) M) M (k) (iu-k) (ir<-k) 01010 T-1 TI 9.78 3 021 : 1I:. - - - 133 16 3039 2 - - - - W010 A-1 I 8.97 ? 9.08 :_C - - t.21' 17 30.52 2 - VPC File:ACS NORTHWEST INC..VPC VPC Version_1.1: 06/02/00 FRI 15: 05 [TX/RX NO 54111 191012 Date: 62/00 RedcroR.R,portACS' Time:2:58 Ply - Pap: 12 of 12- WaH:a,Frawe aU 195/0/0 Fri ID:Wgid Frame Frme TypeJLpd Frame 4 A VY Ft■ vale i shown am ms6-It ng.f6mcs:of the fowdstim. , Reactions-Load Typc at Frame,CYmm Smdoa:l2 calum lyre liior. X Lac OjO/p 66wd . Cridl-GiidZ 1243 12-A Base PLCWxLCuL) 1I,X24: 10x26 Basc Phut Thida ms(in.) 03:75 0375 Aochor Dolt Qty/IDiam-'(E ) 4-0.750 Column BaseETev-M) 100A) 1p0i0, Ivan iype Yy 1la Vg_ ll Frm 0.83 4.0 - CG Frm 1-73 5.77' -1.78 5 7$ - - - L Frm 5.07 16:49 -SA7 16.51. - - - S Frm 6.7A- 20-61 21L." - - WI> Frm A_64 -10" 391 .391 - - <WI Frm 3-73 3.81' 994 -1094 - - - E> .1:rm -2.26 -2.08 225 1.92 - - - Frm 226 2-M 2.?S -192 - - - WP Fnn `0_76 7.71 =1.45 1 .-7-0s - - - .%Kdmam lt=cdow Summary-Framdrg X,Ivc Grid HM lCft Load Hm RigAl UpliftLoad Yls Down Load Mom cw Mom ccw Load (:ICY) Car (Hx) cam ( � �) ease (Vr) e— (Yy) e— a Ma) C= (1►�) Case (k) (k) (k) (k) (k) (k) Cue-k) (m kj 0/b/0 1 12 8.78 3, 1021 IL - - - - ;1 -16 30.39 2 - - - - 6610/0 A-12 9.97 2. 9.09 4 - - - 871'. 17 30.52 2 - - - - VPC-Fi1e:ACS NORTHWEST INC.:VPC VPC Versiaa_T_I 06/02/00 FRI 15: 05 [TX/RX NO 54111 (a013 �� d 1 rHL1rlL- ll'Vll . 114[1' - u r' IGL • 14UV40041Jla J111 a „u .v•. MW: 6/?-100 Rewdon Report 11mec2.58 PM Page: 13 of 13 Well.:4,Frame aL•220/Wo Frame 1D�igid.Frmme : : Feame T�R+�Frmae Wy Hx Values shown ace nsi 4iag fotia s:of0c foa mdoj n. Reacttloos-Load TYpc arFlrame cross Secdoe:13 Colunm Type uAlcriarcolumn X-roc W" "Wo- Csidl-Gdd2 I3-D 13-A BascFlatcW�L(unJ 11x24 1OM26 Base Plate Tbickocss Cm) 0315 0375 Ancbor Bolt Qty/Diam. CuL) 4-=0.7% 4-OL750 Colimm:Basc Elcv.(R) 100.0 100.0 Loud Type Derr- 1It Vy, Y - 'rm 0- _1 - CG Frm 1_78 S.77 -1.78 `S.78 - - - L Frm 5.07. 16R9 ,4.07 16s1: - - - S Fmr 634 20.61 -&34 M" - - Wl> FFM -9.64 -10A4 391 -"1. - - - <W l Frm 3.73 3.81 9.94 -1&04 - - - D Frm -226 SOB -225 132 - - - <E Farm .226 Z.08 2..25 =19Z - WP Fnn 0.76 -7.7I -1.45 -7-04. - - - Maximum Btsctioas Summary-Framing X-1.oc Grid H¢I ad Ha r%Down i�i cur LoadMom ccw Load (-HX) Case (FFr) : Cma (-Hz} C (I1� cm (-vY)- � (VY) C�s+G 1-1 Cast (Mrs) Ceao (k) (r) (k) (k) (k) (k) Cm-k) Gn lc) 0/0/0 I� 8.78 3" 6670/0 A-13 9_97 Z 9A8, 4; - - - - 821, I7. 30.52 2' - - - - Maiimam Rcactioas_Summary-Bradag X Loc Coid H2.left Load Hrt Right Load Hrz 1p Out- 14ad Uplift Load Vn Down Load (-Hx) C;tz ah) .C— (-Hz) Case (a* Case (-VY) Carr cvy) Cage W M . _ W W M W 0i010 T}1s 1 3 8.92 4 661010 A-13 - - - - 4.98 4 9.66 4 6.83 3' Notc;Rmcdons shown in r8e Btadny Reactions Pbk ate not included is ft F!•ame ltma and table.Combine per Code as nRdcd. VPCFiIe�ACS NORTHWEST 1NC_VPC VPC Verson:1.1 06/02/00 FRI 15: 05 [TX/RX NO 54111 Z 014 114L 14 LLI 1.1 .� 1 LL • 1 GV V4•::V�1 JV .I tAtt vi - Date: 6R100 Reaction ReportACS Time:2:58 PM Page: 14 of 14 Wall:4,Frame are 245/WO Frame M:Rigjd Frame Frame Typc 4i id Fran- VF VY Vahms dun-n arc cwd.-Ong faw,=ofds fou dMoam. Rea esious-Load Type st Fr me Crass Stcdaf:14 Goltmw Typc Exoxrim C&*x m F,ior Coda= X-Lvc '0/010 66/OIO Gridl-Gridz 1•'1-D 14-A Basc PL=W x L(in.) 11 x 2a IO=26 Bass Platy Thidgxms(in.) 0375 0375 Anchor Bolt Qty/Dimn-,("m_) 4-0.750 4-0.750 Column Base Elcv_(ft) 100.0 100.0 Lo -1 ypc Desc. Hx Vy, RX Vy D Fcm 0_ 4. 1 -0 4.10 - - CG Fitn 1:18.11. 5.77 -1.73 5.78 - - L Ficx 507 16.49 3,07 1rL51 S Ttm 639''` 20.61 -634 20.64 - - W 1> Frm 9:64 -10.94 :391 391 - <Wl Fxm 3.73 321 994 -1094 - - D Ftm -?26 2-OS -225 1.92 - - - <E F:M 2.26 2.09 .225 -IM WP Frm 0:76 :. -7.71 -1A5 7.04 - - Modmam Beacdan Sammary=Frsaui Load firz Right Hula L9ed IiQ Uplrtt: Lead Vtt Down Load Mom cw LoadMom ccw Load (-13x) Case (Hx) Case (13z) cage (F[z) Case (-Vr) C�c (Yy) (Ma) Case (Mr Case (k) (k) (W (k) :(k) • (k) (m-k) (��) 0lW0 151- 8.78 1 3 102 . 1 - - - - 8.13 16 3039: - 6610/0 A-14 S97 2 9.08 4 - - - - 821. 17 3052 2 - - - MaxiMum Reactions Summary-Bracing- X-Loc Cmd Hrz l-ft LadlHrRwht Load u jLoadlvrtDcwnj=Rtx) C$r (Iix) Case (•-Az) Casts (ft) CamCase. (Vy) (k) (k) . W M • 0i) (k) D- 0/010 14 - - - - Og - - 8,42 - 4 b al 3 66/0/0 A-14 - - 7.05 Note-Reaeauns shown in the.HtdciAB:) COoa6 tsb{e e>R mehubcd mdte F==Rmai=s trade_Combmc per Cody as tt ceded. .:VPC FilcACS WORTHWESTINC..VPC WPC Wemion A.1 06/02/00 FRI 15:05 [TX/RX NO 54111 015 f HL l r i k- 114L 14 u1 . I I LL 1 III 1 11 Date: 6r2100 —J Rehr Rgwf-ACs Tirue:2,59 PM Page: 15 of 15 Wall:4,Flame a2:27010/0 FrWie 1D:Mgi&Frmnc Frame T itlgid Fame .�vi Values shown are resiatiag fntocs offt foundnion. ReacSoac-ioaa Type ut Frame C,ow Selo.:Is Column 7 y-pc dim. x cuara cdwv Grid -Gridz 1S D 15-A Eases M-ur W x L(in.) 10 x 24 9 Z 26 Dw=Plane Thicknas:%.(im.) 0:37S 0375 Anchor Bolt Qty/DLucL (11&) 4-0.750 4-0.7% Colurim BaurETcv.(8) 100.0 100.5 Load:T-5W Dw-- Nx J . Vy Frm 0.77 3.56 w0.77 3" - - CG Frm 1.62 5.09 71.62 5.09 - - - L Frm 4-64 1451 -4bs 14-53 S Fhn S 80. 18-14 :5.8D _ 18.16 - - - W 1> Fart $26' -939 333 3-59 - - - <W L Fim 321 3.19 9:15 -9-79 - - ED Frm -191 Ajw -2 06 1:.70 - - -Cr Frm I"91- 1.84 206 4.70 WP Fin 0;77 -6.62 =1-Oa .434- - - - M Kimum Reactions Summary-Framing -1:oc Grid tlrr Lo as3 fjM Ri8ft Out 14W UOM L;aad "Down Lmd NIOM M Load Mom ccW oad (-Hx) Ca- ft) Cme (�)' Cwc (Ho Case (-Vy). Cast . (Vy).' Casc (-M=) Case (Ma) Case (k) (k). (k) (t) M (k) Cam) ( ) G/G/t� l s T a 3 OZ 11 - - - - 7.03 1 26.77 2 - - - - 6610/0 A-15 3.19 2 8.37 4 - - - - 7-3' 17 26.94- 2 - - - VPC Fiid ACS`NORTHWESTINC..VPC VPC.Version._],1 06/02/00 FRI 15: 05 [TX/RX NO 5411] Q 016 PACIFIC IND . NW ./CPC TEL : 12064862158 Jun 02 ' 00 14 : 1S No . 004 P . 17 Date: 6/2/00 Ri4c2f0t *Ri*wtACs 'time_2:59 PM Page: 16 of 16 Wall:4,Fume at:299/010 Franc ID:P B B 22[T SPACING Franc Typo:Pba&Ban laiaZl 4- p Vale$shown aaecSiAing fotas of16e foundaDoa. R-c6m es-L *4 Type at Frxa QvM Sccdoa=16 Imm,Type burinr Calm= E=iorco mw X4,0c O/O/0 Z200 4Q0/0 661M Gddl-Grimm' 16-D 16C 1&D 16-A BascPWrWxL(m_) 8x9 9z1O 8x-11 8z10 Ras.PlatcThiclmss(in.) 0375 037E 0375 0375 Anchar Bolt Qty/M-- clm) 2 0150 2-a750 2-0.750 2-0.750 Cnlurmi Base Flev-(ft) 100.0 100.0 100.0 1.00-0 Load Type Hx. r lit VY HZ .1 Vy I RX Vr D Frm - 0.63 - 1 - A5 - 0-6 - CG F= - 0,67 - L76 1.77 - 0.67 - 1. Frm - 19I - 5.04 5.04 - 190 - S Frm 238 630 631 - 239 - W1> Frm 71.63 .Q78 3-W 2S 4.67 226 -1.11 -0.91 - cW l Fim '. 1:02 -0:89 3.95 -225 -4.07 -225 1-79 -0.80 - D Frm -027 - -0.12 - -0-12 - -0_07 -047 <E Frm 0.07 - 0.12 - 0.12- - 0.07 D 07 - WP FrM 1A3 -091 - .Z 25 - -21b -1 S6 -0.79 - 11Sasimom Rcartiow Summary-Ffamisg X-:oc Gnd Hrz1cft Load fimRidg- Law Haom LOW Vft Down Load Momcw Load Momanv Load (-tom) C:se (1k1: Gale (-Hz) Cam OW Case (-Vr) case Nr) ec (-ivlz) ra� (Mzz) ease (k) (k): (k) (k) (k) (k) C�-k). (ta k) �0/ D-16 1-63 3 1.43 5 - - - - T .17 3-67 - _ _ 2JOM C-I6' - - - - 395 4 395• 3 1:69 '17 9.19 44%010 1316 - - - 4.07 .4 4" - 3 1.69 16 9.22 66/0/0 A-16 1-56 5 1 .1.73 1 - - - - 0.69 16 3.72 VPC Fi1e-ACS NQRTHWESTINC..VPC VPC Version-Ta 06/02/00 FRI 15: 05 [TX/RX NO 54111 017 r rHLirll_ 1rvL rvw • 4r1 ICL 1LVV44VL1J0 �uii v� Div i� av Date: 6/2/00 Re&Wors Report ACS Time:2.59 PM Page: 17 of 17 Sbmpe. NEW OFFICE Ov*%U Shape DAgoiiptiim RME1 l;nof 2 Ftom Lind To CrW Fme E�rtch Pitch 2 Dist m Ridge aaic lleighc A 1- I 1 _3.000: 2 C 1- I3Jt1�4 2Z%M < 4.909:12 D 8- 7 13/ND 77 M ;::49WI2: • � f r + VPC F11eACS NORTHWEST INC.:VPC. VPC Version:I.1 06/02/00 FRI 15:05 [TX/RX NO 54111 018 r hk-i t L u 1 IV U . 14 LLI , J 1 5 1 L-L- • 1 L V'.J 14C, JL 1 Jt J U.I I Deter 6P-JOo ReQa(ioat Repwr ACS Time:2.59 PM Page: IS of 18 Wall:1,'Frame at 0/tO Femric ID'-lx= Franc Typrtc-+"-To e Valum&bows atE rCSWinS.f 3u=of Elm{olmdxjm - itesetoo+.s-LaadType aiFtameCram ScQlon:I Go Type X-Loc GOO O Gridl-Grrd2 1 Bar Mare W z L CuL) .:9x 9- Rest Pies Thickness-(-uL) 0373 AocborBol[QLy4Aom. (in.) 2-0-750 Colm=BacEl"-(f) 100.0 - Load Type VY D Frm 204 CG Frm -1.09 L frm - S Frm 9.10 W l> Frm AN _ _ _- �WI FM 331 - F= -0.03 _ _ _ - -�'E Frm 0.03 WP Fnn bLazimum Rau�ions Sammmy-Ftamia{C. X-LocGrid- Hiz lef lkz.Riga Loyd Firs �) C.mz P Load Vrt Down Mom cw Lo (_ om c�v Load (M) � (-Fit) Cage (Ha) Case (-Vy) co (vy) Casz (-Mzz) Case (Mzz) cam (k) •(k) m M M (k) 0/0 1-G - - - - 3 1224 2 VPC FileACS NORTHWEST INC.VPC._ VPC Versio&_1.1 06/02/00 IM 15:05 [TX/RX NO 54111 019 PACIFIC INN . NW . /UFu ILL : 12Ub48h21t)6 iu.n Uz t-,,u 14 LIJ Nn ,UU41 r .Ll.l Date. 6/2100 s JUPW ACS I3me:2-58-PM Page_ 19 of 19 'Wa11=1;Frame 2210/0 -- Fr4mc 1D_Urd8c3rn Fp�me l ye:[Tntl�aan ? rOc H p' Valor shown am resisfmg fors ofine faasdaiwL >la►cavus-Laad Type at.Fraoe Cr•oas seifao:3 Column Type F.u�ror Cates X4.0c ;wo 36MM ; Caidl-Cui(L2 13.G 3-1 BasrPlace W x L din_) ._::5 c:10 . , >l x 1D B�;ePlateThictne>sCm-) `:.0.375 0373• . An.chor Solt Qtv/Diann (in_) 2.=0.750 2-0.750 Column Bay Eler_(8) 100-0 Load lyW Desc 13x vy D. Frm CG Fmf. - 1.29 L Fnn - &60 - 13.99. _ - 3 F17M - 1123 - 2733 WL- Frm 0.71 3.59 - 0:28 729 �-wI Ffm 1.48 _ -1.42 OSl• -S tL FM -097 -124 -029 0.12 <E Frm 0.97 '. 124 029 -012 WP Frm -097 4.06 0:34 S 44 Ms:imam AoctioosSammary-Framing X-L— Grid Hrz lcR Load Hu Right lAw 1lrzln- Load llrz Qa lccfd Vrr Dmu l aad Mom cw Load Mom caw Load (ILr) Case ,.`.(Kcl Cast (-1lz) Caa (H=) C� (-Vy) Caw (Yy) Cast (-v1zz) Case (Mtz) Casc (Y) (k) (k) (k) (k) (k) - C m-k) 3 F6 S 1.48 4 - - - - 1.13 14.96 2 - - - 36/0/0 -,,-1 029 5. 0S1 -4 - - - 2.91: . 3` 28A0 2 VPC Fik-ACS NORTHWEST TNC_ -VPC VPC Version:1_l 06/02/00 FRI 15: 05 [TX/RX NO 54111 Q 020 rNLlr 11- 1wL . ivui i t.r ._ i LL 1L I j0 a11 ..1 Date- 6/.100 �taction ReportACS r,me.2:58 PM Page.20 of 20 W411:1,Frame ait,5Q/6/0 - -- Frame ID:IIniBc-.tm Typc:UnD=m .P' � T v4M shown am tesisting.foWAM ofibe fou*L601L: ltes@ons-Land Type arFrame Cress Secdna:5 o amn Type F.xtcriur tm= Esaeriat X-l.oc 0/0/0 3600 Gddl-Grid2 5G 5-D On=PLmmWXL(m) ax10 8X10 Bat�cPlamMi�'��(m.) 0.375 0375 Andwr Bolt Qty/D[am. (ia_) 2-0,750 2-0.750 Column Bssc E]ev_(it) 100.0 I00.0 �3,pe Dt= Y Y Frm - zM CG Fkm - 1-54 - 137 - L F� - IO.Z7 - 9.11 S Frm _ I3.69 - 20.12 rwl> - - - Fna 134 498 0.40 -520 - <Yl Frm 1S4 4.02 OAZ 423 ` E> &m -129, •0.95 •627 O,SS. - <E Frm 129 095 027 -035 f WP Frm 1.63 237 OA4 439 Mulmnm Ste—dons Sumasary Framlae Laid dclt Load H1 la p ]wad rrposrp Load Mom cav Load Mom ccw Load wl) Cl. ) Case (-� C M ow cam (-V)') ' � (VY) Case (-Ma) Case (Ma) Casc (►�) Z(k) (r) (r) (k) (k) (ink (�-W 0/OI 5li 0.92 i 1.63 1, _ - IM7 3 17.91 2 - 361" 54D 0119` 5 0.74 11 _ _ - - 2M 3 Z3B1 2 Maximum Rotuma%SamuurY-Blvdog =i oc Grid F1rx Lcd LoadlirzRigle HM In lilzow low Upla_ VrtDown Low (-llX) G's ("X) Casc (-Hz) Casc (Ift): Cate (-VY) . Casc (Vy) Casc (k) (k) (t) (k) (k) (k) erfi/0 5-I) .67 1�[are:Bcvctians shown in the Br�cingRexticas mbk ae onk iod+rded to rise Fn:Rtactia�s!able.Combine 1'Q Code as Herded. VPC F6ACS NORTHWEST INC.-V'PC YPC Version-i.I 06/02/00 FRI 15: 05 [TX/RX NO 54111 16 021 rHI-ir iL 1IVL . IVIII . ! L r L. I E.L • I L U U 14 tl V41JL /LAII i Date: 6/2/00 R em*Vn ReportACS- Time:2:58 pM Page:21 of 21 Wa1[_1,Frame at:73/0/0 _ Franc IDUar�mn Frame Type:Un.'Ia�em I V, .P rec HX Values shown ato[ I�fO[cs_S.00l11c ftxgtdat.im, Readioas-Load TYPe at Frame Cross Smdloe:7 Co Type F�u>or Etiienor X-Loc IWO 36r010 CwUl-G rid2c_ �$ Base PIM W rL(m.) s s.to $X 10 �esr Plain Ibidorsss(az) 0375 0375 AndwrBolcQtY/Dlam'(in.) 2-0.750 2-0-750 Cohtom Ba+C Elcvv $ 10OA 100.0 Load Type V D CG 1.27. - 1.79 - - - L &46 S - Wl> m0_ 3 .419 033 - NVl Frm 0.95 -3.40 0:39 457 - _ _- D Frm d.77 -Q 8T -027 R90 - ¢ Frm OT7 0.97 O.Z7 Aw _ 1MP Frm 1.02 213 OA2 1 4.45 Mail»am ReacomsSam Mary-Framios Grid Hkzlr Hrzt 14ad UP= Load VrtDown Load Mom car Load omcav Load (�) Case ftl (JEW Casa (-HZ) Cam (F;&) 'r4m (-VY) Casc (Vy) Casc (Mrz) Case 04,z) Case (k) (k) (k) (k) (k) :'_ (k)WWO (in-1) Cinac) -G I 0.S5 Lo - -Ti— - - - 1.7 # 1a�3 2 36/0/O T-S O.14 S 0.42:: lI - - - - 0.97 3 2424- 2 -:Nladmam.Reactions.5ammarT-Bracing: _ X Gad Load Brplt VrtDown l nod T)) Case (Ibt) , Cam (-liz) ca➢e (F1s) Case (-VY) Casc (VY) Wad (k) lk) (k) (k) 36/0/0 7�1 - - - - 111111.7 1 _ 1.67 1 3 1.67 4 Noce_R uns shown is rbu Bracirt<gR.xtions able as alai mci0ded ir1 t�Foam Rmmioas lebk:Comlbim perCode;w n=dcd VPC FileACS NORTHWEST INC..VPC VI'C Versinn:1.] 06/02/00 1A?1 15: 05 I'I'X/RX NO 54111 Z022 r t'Hl.lr !t_ 11-4U rvui . r i CL 1GlJ%J%4 UZ.A-J..P ---- Date: 6/2100 Rowgia l Report ACS rime:258 PM Page: 22 of22 Wall:I,Frame at:95M0 Frame ID:Isamo FrameTypc:Lcw-To 4ac _ P' ' Valusshown.=nw4dwgfors'ofd c fourAsimL Rcardous-Load Typc at Frame Cross St dou:7 Co mnn Type EUcriat Catmm X-Loc 0/0t0 Grill-Grid2 7.8 B=Plan:W x L Cm.) B.x 9 Base Plwc ThickD=Cm.) 0375 Ard-rBoltQty/Diam. (ia.) 2-0.750 Column Bash Eleir.(ft) 100.0 Load Typu Darr- y - rm 1-77 CG Fes... 1.01 L Pun 6.71 - S . Frm, L39 WL. Fffi <wi Fan -2 57 D Frm 0.09 - - - < Frm 409 WP .]Errm Imaxiinam Ren oucsUmmary-Framiae .. X-L= Caid rzlcft Load Flrz p Load Vrl Wwn load Nlam c*� Load Mom ccw Lead ( ) cast case (.ice) Casa (tom)' case (-Vy) Cme (may) case .( ) Cast (A ) Cie (k) (k)' (r) (><) (k) (k) (in-I:). (in-k) 0 7.8 - - - - - - - ! 3 11_l6 2 - - - VPC Re:ACS NORTHWEST INC.M; VPC Versiom:1.1 _ .. - .A\`... ..... SCAM'_ .. :' • . ., - 06/02/00 FRI 15: 05 [TX/RX NO 54111 I ]023 r rHL-It- i . 1fVL . rvuI . ! l_rl_ JCL I VVii.1U 10 J U.I, ,� • �., Date: 612100 Rmcgim RepoH ACS lbne:z_58:PM Page:23 of 23. wall;:7,Frame at 1/0/0 Frame ID:Lcartm Fragie Type:Lean-1'0 t Values shown are nxisriug facciw of c fa undo iop. Reactions Laad Typ r at Frame CrwA:Sccffua-E Column Ty Pr Ezm=ior warm Low o/0/0 Caidl-Cuid2 E-1 Hasc K m W Y L(in.) 8 x-9 Sac Plam Uid mess(in.) 0375 ,AvdwBoltQryNiam. (in_) 2-oz750 Call—Base F3ev.(A) lOD_0 Load 1)+pe HX VY D Frm... - . A 0.64 - - - cc Fnn - 0-% L Frtn` - 2-41 .5 Frm - 3A1. W U Frm 41" -1.40 <W I Fim. 0.41 -1.76 D Fna. .. 404 < Fim. 0.04 WP MsScimom Rocticxa Sacnwary_Fraaaiag-- . X-Loc cttid Load H2 Rigbc l atd .. Hcz QV[ IP.P wr Dower Loaf! Mam cw Load Mom ccw.Load (-I-Ii) case (Hx) Gee (41z) Qw (H4 Cam :(-YY) C;tw (Vy) ease (-M=) Case (Mir) Cm, M n) (k) m (� c�> (am) c � W0 1 0.66 3 y8' 11 - - - - 1.12, 4 4.O1 V- PC'FileACS NORTHWEST INC..VPC VPC Version:I_) Cw..•A. 06/02/00 FRI 15:05 [TX/RX NO 54111 1a024 I Hl 1r 1L lIVL ivw L—r k I CL _ bate_ 612100 RMCOoK Rq'poa CY: Time:2:58 PM Page_24 of24 Wa11=7;Frameat::1$%0/0 Fratx IDrLr�tu Franc T!"K pm-To Values showa.M a%s64ng forte of ft formd.•akm. Beattioas-load i`Fpe at FcamG C�c Siclion:F Column TYPc Coi�gptq X-Loc 010/0 Gridl-.Giid2 g-1 Rasc.Peate W z L(ai.) 8 x9 Bast ftft lddmess(M-) 0:375 Ancbor.Bot[Qty/Dimn..(uL). 2-0.750 Column Baas I00.0 Load Type Desr y cm OAD CGi Fnn 031' L Fin. 2.Q7 S Ftta 2,59 Wl> Frm -1.74 <W1 F— -1.79 - WP Frm -0S4 MaXImnm Rea .mary-Framing X i oc d Iiiz itlt Load Hrz Right Hr�Ck, Pi n:Dawn Load MomL.o Mommy(11 CAsc (Hx) Case (1 Case (FFs) [7--u (Vy) Case (Vv) tie ( ) Csm' (Mzz) Case (fc) Ot) (k) (f) 0 1 - - - - - - - -19 A 51 2 VPC F7eACSNOR7HWEST INC_VPC VPC Vetsnn:1.1 06/02/00 FRI 15: 05 [TX/RX NO 54111 IJ025 F'HU Ir1L 1INV III W . JI_r"l 1tL - 1L11040OL130 ivu y _ Date: 6/2100 Rewg t on M WrIACS Tune--2r58 PM Page:25 of25 Wall':IQ,'Fimme at:MGM - -- Ft s ID I eanm fame TyML=m-To ValmtsAown arc rCsisoag Corm.offt tounduimL xCodfam-Load Type Qr.Frame Circa Section:F X-Loc D/[yp . Grill-Grid2 r g Base FlaW W;L fim-) g x 9 Base PlateThkfi-ss(ia.) 0375 Arxhw Bolt Qry/ am• 00 Z-0.750 Cutt®n 13asrDcV.(11) 100.0 Load.I'ypc . Firm 0 T cry Frm ' U31 _ - L 2-07 s Fna 2-59 _ - - W. 1> Fnn -120 - _W1 Fcm -L15 _ _ - W r Fffi -0.54 lYfasimam Beaetioa 5®mary-Framimg . X Loc Grid Ic Lead 11rz Rigbt Ehm Upli$ V tt IJo.ro Lord Mom cw I o 1Nnm rc v:1 o rd (=F�c) e$ (Hx) csse (F )•: Catac �fz) Can (-Vx) c (VY) Case eW '(Mm) C= 47 (h (ti) (�) M W (k) Cm-1t) (in t) VPC Fik-A'CS NORTHWEST INC-.VPC YPC Yetsiorl.:1.1 06/02/00 FRI 15:05 [TX/RX NO 54111 026 PACIFIC INN . NW ./Cry iLL : 1LU0460LID0 Ju II y� Date: 6P-mo Reacllion Report ACS Time:2:58 PM Page-.26 of 26 ,Wall: 10,Frame at 35/0/d Fc oomLanto Fratac Type;lxam TO: P' velum shown aie—Eaiag forces of tin-foam&akm Rmcdons-Jmd Tnw a2 FMM,Ci,"i smI uo:E Col_=n'Dc aCfiM m_= X-Loc 0!0!0 Gridl-Grid2 t-Y Base Plan:W x I_Cm.) 8 x 9 Base Plat Thidmea(m:): 0375 AnchorBoltQty/Diatn_ (m.) -2-0.750 Colmn,Base$1N.M. 100 0 Load Typc Desc Vy D brm 0-" CG Frm _ 636 L Fim Z4I S Firm 3.01 WD Frm - GW1 Fria WP FM Plax now Reac6maSommacy-Framicg - c kHz 1eR Load F1rx:RiB� Eh¢ jLaadjVrrDDV1U Mam l a am ccw Load (fix) Cold (ELc) Casc C-fJzJ ]tsj (Az). Casc (-vy), Case (Vy) Casc (-M7z) Catir (Mzi) Case wwu 8E L - - - - - I ---- 13 4 T VPC FIeACS WORTHWEST INC-.VPC VPC version-I J 06/02/00 IT I 15: 05 [TX/RX NO 54111 027 s .I tn IQ 06, MOM o� N a � O L ItL ItCL P. cr r 0 Ld E za E W J Z W E r6 a� a cr X0 CL &.-tCH , o ILv c: o 00 � ti Q 4, ( 9 r4J *�y J i O U DaC OLL � � j zrt 0 OH L� . � 0 c m ) c: 0 co v 3 o J ra E- F- Lo 3 V • O O ON O > co:) O O r CCD:) j OC O (7 O O ce) 00 00 O (UO I ) - o � O Uj Ln U7 _ ` �. r O CD pop M (Y) V O ^ a CO M c7 M M O O O Co:) p cor r r r r p 0 0 0 0 i O O ' C7 ' j 0 0 0 0 0 0 0 0 0 0 r 1 ti > ,� = oo 0W ` ^ dac" U- 3 '_ � Za ci 1 �j Nu u u < �OZC'e e� C O W = N �. `� W Ci i O � p N 2 W ~ • . • I Y Z M Zoe=v� IL Q � �� F m IL 96 ` z cc W d v d d s Q � >pvWaiWZ � W < � < M � �'.� � od 3 0 N< U w W mV �. O 1 W QZ= O � Zip 2 j Zo 0Q QWZ3WaQX0 y S F go x W Z U y a 1 N NN ��N N N _ NOC � � � V ~ < �_ V v W Q W O 3 J z 2 e a 7 Z ` o O N x z c> > > V C V u► 2 =LL p � ,,, � �o o o I o < O U e a O C� ~ ZpWU < ao d o d t U U = _ < v) Q Z W z z o z a < p ° <0 ❑ J T � Q � � ¢ v � � i y a c 5 o Z a z e ; 1 .1 V C) ` o ,l O °D U U Y O Q ce O 3 U o NU oQ.0 W f°�� �7 = Cc, 1= O < > aO� ' z I Y < u p < p i W OZ .- 1 t ) m O y,� Z W J a/ O U C m C G O �` Z > p Z:1 < < • W\ = Z Z Z O Z 0 CC O m Q m u m < m > a O u u iZZ - Z UZ < z Z u W < W < Im Z r , = J r C -� 2OOJ �a � OQz c� z a m d N W a 3 s a = a J 7 _ � N30 > � L) X a n 166 W ❑ 3 0 C. v ` `� i� < w� O V ZW Z1 ^. V ,, � Q 1• W w T 1 N N V 0. yNJ d or Cie cc C, _ ^ � " C6 (: �5® ° J Co O 3 �J P.- � \� L .� Cam. - 6 W IL ca Ix O SJ W ¢ �— m W zw CQ ❑ 1 Z 0 Z y y 7' ? O oLL cot* be I m IZ O 96 a ZnI a Up n W _ < ~ )U {J v m cc ccorQm 7Z a I � \ � g cQ oC z m � �r � , y fl Z � c � � ) O Z C W -`< Z < O - W �- Z dp� R ° C < c < ye a O C < l n yC {!1 m Z O 11,,\\ O r Y 3 (� y O o J m O F < 3 3 z F Z z O O K 9 +1j V1 N o �o _Jo W < o ` o ❑o J� 0-? oc �N =o < < > ° �' ° < a o z r p �V'l Z uWi V v 1 v � � O 3 7 t � Z z u Jm W 3 �_ z �� < m of o ^' SMOHHV N33M1313 S3NIl IIV 313ldW0O atic �W MW DZ u,z em�s s• ��� �>fs a —z UW 1 0 s• b o"en twtcfwMW I I ( I ! I ! I I I I I 60th Ave.NEMCI"PC Mill. + i RL —2x2 nooden star" t."ATZ6 Of root bcwl \ m r � / Hator Deah..nor X n.,1ru, Lon � . pig P& Top.ol, � 1 I I I 1 1 1 i 689 / • r:»..«c• � may' 'H. .E_ - - � ,n I,Vs natfv.aL t l 1 I I 1 I I + nwt"g bed � s DECKX O n IM PL AM Mi DUAL LAHMI / PLM 7M ® DETAL PA(VOW LAtDSCAPMNo cede Mg SC410 4�ItaIIs x I13 5F. ■ �5F.�. y� =re�ured TPUM J r eao�.R l 2'Is3 � f rrttcPlD ''� awo.eo MCI t r- ovlded trakwl Ir•vlcN. �.'i,s a. '": •/ v C1w�IRA nary bod xr. ;v l4te eGff "lark uo.t+.M a•n.acT� .:C�'. •+.. "!T•' - "t du" c�d roek ball V].poc"g _.- .-- .... _ s.fo". •a 1J10NOMt/�NNNNOt i nw/+a,wtt ,NEa lure MOTSHRUB PUWlM DETAIL GROUM COM 9PACM DUAL � t x� No 9cde No Yd.-e+ag0lr'Spec"g J � N070 PLANT UST }i-- i rx µ'RA nm�nwa 1.daglae.w"ralu"b wm.to W"IAOfh root prvulded VVNEOL arY, 57"Mc*L/COMWOM ,!ND rtallVCVJ" by awwd eaaa'aetar w"m arrwbo noted. J �/ rnlwe v 2 r&ftwwdP Adl be.corned or ratoClled 0 Catdswn e "r l I n'"�carv"err•a'Ne"part'/Ne.Pat Pw..r•eg nun wr cal.D+D ] Ibtlll/ff1iYC AI D.4•deptll e'+•et1 tapaee or eyfd n all pwt"g onaa•. 1 Ptve rdwo/wkicn Dlack Ar ky rrea lue 4.r depN ftr grade bark rwddr in all pwsalg beb. D.=er A6W1ld @Wl bIed hockhqy full ad wllm to"eA odtf O ] Ace"e Ycadun/Vtr►ole T,D oar re DtD fxD fl'11ANIL e.Plat nraterlar a elm or lad not avalla;4a may t» - K .UM""r.Rh cpixv to of L.ardK.apa/f�Jytect a• ® 7 1fvJa aealdntalY 7nwlald arwn'/Orrdd Crwn N4xvkee b'rrMt D+D 01 . 0 I.NI mse pwrrxF ball Na`r Manylor.pactlg. S M CIN9qT► 0 w Yr'»d�'�w'/�x Ow I Bob s gallon 24•mh PJM MW t J D.NI bve pr rrN bo htpecbed to Nure proper dnwnge. �{ `j D/G -1.Po.ri.•e drdtrwy dldl be ndtmrd.►rand pla"ova. 1 ' r4eilVtGA1�0 Q tr. C: Q>a2l L'. N PIaYt Jopawca'Vdley Re..'/Vdly lte..nw+.s gdwl 24•era 10.w rib 4d►yen i 4•hm cwb fbr car over" V,t�f t Y1 o Mum t_•Mo L*An'/Otto Luylren tarty 2V nR \ __ ---------------- --- -----'-- ---------- I Z_ 11.D•dde bark nweg a"dnry km Y adjocwt to �CY � r na"Ifah.sa u,tr,f"rl U 41NJ1 N'•I• 'w'ct0•t'4s9�r ea-trel/Kh*tack 4•pob le•oe. 7r'IINIISaNI��INlLAt Z ad accepoance aJ ol.rr. 1 ,J --- - — -- - - - —.:—...—.•..—: —- J 0 V city 0 si .A r!-n gt'o n, 1 VMca nalar/PwMtede 4•pat.ls•oa M � z elottwLe letiolmtrvo' _ m vi 'his project has tisen found NOT to comply with 1ydn...d.d \`' _ Z W Al applicable �o� tr:^r ^_r1 rr. t+a :.r•� ar.d��r4.s — —�— — - - — �1 — v J W _ rt;fore Q Q rM Im(iJIR67 50-r CM Yam!PMWrAdC LAIODGAR:MER 16 FLA=PAN ALLY MMN IM eLO lGT FMOMtrf 1}IP2 PST}. P,•"*61Ck T9 UM 4.1/1 PSr OP RIAFR-0R4Y1Y"UD aRAlaw DY TM rLdJC 040p �DlRrCTM MAY 71.woo. .r/tip �(n h.I V1 G1 �'� ,L ActoiOl•L!'DaL�MAUL 0P*d9t5 P a-T!nMPet,Y uem F-AOM J-Y MM Lar.ATW&ne IM"=7 LA">CJfL APMA Alb HU MNHTAM TM WUSG!•l C Af�A IGGOrm,fb TO WY�TAfOARD9. - S L� wrevr 1a no I oar 4-1wae ti} LANDSCAPE PLAN 0040 MAIN STREET DESIGN nutr of the[6pr- r:tall� of the Felmit lseuing AL4hlarity�j LANDSCAPE ARCHITECTURE —� )is plan is coly 0 kit to the pr_.."flt.Please refer to the ----•..----�'^ „Eanonnb, W 'oza �4`25n'�"i1-'°0°rm Fax written permit or Pat`t ery epplif;-eel a conditicns c' TY O�= A R L 1 N G TO N approval,whi 1, ;''r.�ll dam:cnan to this >it2 cis 1 o is 3o $o' ACS Industries, Inc. IX=;s A PORTION OF ME SW 1/49 NE 1/4 OF SEC. 15, TWPE 31 N., RGE., 5 E., W.M. �z", CITY OF ARLINGTON, WASHINGTON 7a-r �. sRe l.o0atiorc LOT 4M4 60tln Avwws HE AAlhgtOrn, WA • Stb SI2a 337 Aaws I hprKons 4rt= 1.83 Acres(54� Plw.e o Noah One JZ W tP r SvfOens 2 Acres(T�"J 42 A T• � ror�{oas r — T)pe a1 Can tructia Tlps 2-N •��- _Z 3t1.2� 6-7 10' euran9 34'-3- (SW�) ow . D. ewe,.�.•tyre S9 47* E -- —�......`r'��.� 00 �' I raw ara - K f 82 Factory X Qvm F-1 D'FAM CF I mmotQalp 6 O O DAm to a A= la r'wl Car tYLK 0 a I-„ r:yno.xacrl � �351d14' actorf Woo"for(ivuq.B.Ft. No etpQatim $ -`-K rnrrttw.=m M i t 1 a L=27.62 Pa mob 3-& 20'mY1Mxn sgantbn prodded an d 3i6M na eDeeld t ; 1 GRAFffiC SCALE t.qure.,..tr t«wdrta wdi/apenhq� a 1 1 Maxim"Afowabie Tray Distares Per Socilm 10042& MLrehaatas Per Sedlon 1000ZI rate 1,mmenm dowabb trawl aLtnnce-200 •,-- 1 1 i i 1 i i i ArrrL '" ifr Offs Per section 1006.2.1 tide 1,rnemeru.dwable raM drbrcs-20C I n� 30>tL ' )t Ensgr Cale: Heated buidrp to meet prsat,the poN. Le)r+LME2smaAtze rn MSIM41VwreeAC!! _ C!q'of Arlrngtm IAring F+b•}Aatlone Ardpt - eFP�`+�•'!'Aca 4 � � ' •- © lrLs4 otw.k-ynsl ofprLpoeee tits fD(itareatd) Q Selboale 25'Front Yard Rao.red. 3 • 3Aa 21Y Row Yard Requhd. -- :•,• � ray 20'Stds Yard R"Ared. 4 n01 r$ •»T rANtevo t o� `g ��� sAr Q � � �o�r. \ wbw Q 3r420'AGLFT A PHASE 1 PHASE 2 e - -- stwrc.u.e Ofm% .•rtAw ANEA i� r \ f/ R ^ �S Fm-related rwxm Ptwe an-No rteded Frrrwbted st.tems Place one Har-wrtWW AT wee 000n� t q Atfowatce ;,an4.c�Y>q Alowa" � _ S .s^"a;r• caelwta PAD ooac lrA1 Dace n.aw►t;rvAa a A,r�A�.T 1pA V PratWsd Arwa-PAOss one L713 sq R told PraaNed Area-Phaa two 3 484 sa R told Q (LOAOfG SPAM 2 i 1) �— A�W`®R bat r� LN�1�7.i yS DDl7!T11'iD/L IWa.utib Area: )IO.ODIe/Yri Ai F BOss d0wable Per table S B bowr afowable arse Qo4e B--LOOM e4 R Bore dlowabb Ps mw 5$ Dose afewsle arse Qv�B 1 MO tt R o� !e AT wr' _ the aladle ana Qage F-1-12 000 ey R brw allowable area Qoge F-t-1$000 e4 R roc a eo=M € ion Ar,a Per SKI,505 I2 etPaa6an podded an has sides, Ana han0sr Pr S.-tan 5MI.2,taoada,MWAded ak has Woo, = W dde 57-iwe0r-2=of(Sr manor ear)-2.5 x 37-PLU WL IWI Sr-haeat•.2M or(5r MINA�-2S x 37-a= ��—••• l Per Swam sole! the boa am roflat mad be lees than or epd b 1.0 Pr Seetim 500LA dw.lour am rates nest be lea t m or owd to 1A l � 6a.s (oflbe Area)3,428 + (tAasrlaabrtp Area)19 t40 Afowale Area(plow ar A)-2J OM at n (Allow"Area)12,O W45 (Allowable Am)12,OORr1A5 rr m,tE NAM 2 a Q Area ha mw Per S-4 m 5DU tmiWe baway t>ti a.es rr one emrr s qw t# emm( eT�6� MOAPAcruo MO ,� 1 .1462 4- .M79 - .wit Mawabb IDfd am(*Am bra)-09.34 n R rrrertAllr CCItOlR PAD 10 'ATr t astam ; ` Allowable Area-21 M•E Pnatlded Area Come two)-41,410 e.t Go • �. rMtAt 2A AT 5M OP , g NOraee ArFa 22.560 Lt _ PNA�2 t) I POAdiq AEo.anosc _ � - ----------- ---- '' � 1 Mauractirrip(2 per 1000 aq/R)-7596 Rowed, n Prorded ___ ____- ----- - t lemubcberiq(2 per 1000 so)-3d2 Rsq*od.30 Paraded Nes(3A Per 1000 sq/ft)- 12.31 Regrre4 13 ftwdea t� a t ORfae(16 per 1000 eq/R)- 12 dded 31 Regie4 13 No C A g I ToW Ralt"49ots-M,3 rpm f9 Total Pi glo C PAD q ! t Total AwAdmal Spam-52 Toed F�dd and P4apoed Arem r 342D s4 R Ofts,37,990 e4 R Yaulahrbq AMA nJ10 enFr t 3 4N q Oflk%19140 aq fl Yare/aohrbq Told proposed am-41,410 sq. R r-0 d ------ Tams Mvpewed am-22,500>R R C �, I `'. 1 ------ ----- t � Wade Tabs.10-k Omc.��.>.� e v�.j '_-- ---___---- ----" ,,,,m.�wraMMt,eE __\-------- o�ww�t woar raa.lo-A: tMloe-too.a R/oowpo�et "a", i _ I 1lmwfaehriq-200 w R/w+aPa xn Lt u(1420 e4 R) ocavan --- ------ - { Onoe(3.42n 4 ft.) .35 c0aponb k-bc u"(37.990 t4 R)- 190 om w 350 -- - �IennolePoro Wmwfi brinq(19.M 4 ft)-N ooaaaro fatal ooa4arb =225 oaarparb c ." ; ye3 r '-ri ^.».-+t+,l' Tad OwAmts .121 0oup" 0 a c .r: +-w 4 ter. 1 _ Whbwr.ReO+red EM MQM Per table 108!Secdam 10032 1 c, ,,,. �_a!^,"r; \ 33 O6� E - JD ) MMwwn Rsgied Eadt I ld►Per tsbis 100!Section IM12 11Mnbr d axnpmb/Ieet6r d nele)x 2 �1l8 project �'.33 ?:: . :..! ,4..+ _ e N BT (ferr6r d oocFgenb/lewrnbr d sob)x 2 y uaiu ofts(bc4)rq�1gp)7=frchp 8 ho: raotlr maAdet 111� Z Do 211$pplic aNG dsv jf a3^}llk,f:.f Et'oili92lef33 and w.za Ofte(35)x.2-7 hdta(tdafL,4d.. 7t7 �- `:: 1'siviC? ►+i+9(96)t Z-192 har(.lau prWdsd loth ,w,i""%MO y Firbm Table A-29-k �� 4*mn%i6eq Fhtxu Table A-29--k `mwlacu n D=Vm aT-I Pr LOW PVR-M"(m Mats.9 Foram) • �ONDITaOi�l¢Ay��,. �?".;-i w'VE wulatrxrq Ooapa47'I Per L00o sq/R.9,57(3 Mae.S Fwnde) QM"m O=Va+cr-1 per MO sq/R-17.1(9 Ma4 9 Female) mom Ofts 0=vwicy-I per200 q/R-VA (9 Yak 9 Fsrds) Ffrbwes iti4ueed-lbutochu4n9-I Md4 t FwrFde Fftm R.a�- Y to Q n n ( n rn h . tit ae ton® 6MM woe M109AOe L,AFMAP0 APRA w PLACED PAPM< UTMN nE ae ecT .1 Md4 1 Fade FbtLww Prtrtided-ftdaeh+in9=3 IMti 1 Fm We FenFearr A vt 1$Tl Pm1061M TO USE 4-V7 FEET OF MW4F-0 Y wow 4PMW BY nE POLC Oflles-1 Mds I Fwtedw(it offs) WMM DRECT01t MAY 3(30M.nE De480PM ACIOGM.Q.KS MILK eNr"W CP n Mm E Mecroff nd"Pra.Wsd- ulacbrbq-3 Yas,1 Fsmds(in a fb) 'r UIED PArMIAILY Fat LOGAIM nE P Q1PW PPIPM N L.wOeCA14 APMA.Ao elL MANTAN eE Offs-1 Maw,1 Fee on t, %AS 2-0 00 L AICdCA 1 AFEa AOConoNs To arr aTAFo:ma A. --1 7 =r 9esw Fatty l Dram pmfice _ j l-7 Cbeakew PM Data ./M/00.LeO New yna*.0 of the r r 6C)ntative3 of ma r�rmil;sluing AL�hcfit0 w9a>Z00 i j -:-,is p(m is cal sn h; .<_, J U N 2 1, shoo Fa x-;tt�r;ocfmit - st C4,4F ;jc ai cx±ricnS c; BOA -- t�,eet. lhttai.h:,er7'Y id'��'J<:e L:flfii:GLx 1: uii-$Si:A Car:-'1, •_. CITY OF AhUNGTON GENERAL NOTES 1. MATERIALS ASTM DESIGNATION STRUCTURAL STEEL PLATE A529 OR A572 OR A570 OR A607 GRADE 50 COLD FORMED LIGHT GAGE SHAPES A570 OR A607 GRADE 55 BRACE RODS A572' GRADE 65, UNLESS NOTED HOT ROLLED MILL SHAPES A36 OR A572 FY= 36 KSI OR GRADE 50 ROOF AND WALL SHEETS A653 OR A792 GRADE 50 BOLTS A307 AND A325 A325, UNLESS NOTED 2. STRUCTURAL PRIMER VV L P4BUILDINGS SHOP PRIMER PAINT IS A RUST INHIBITIVE PRIMER AND IS VP BUILDINGS COLOR BRONZE. THIS PAINT IS NOT INTENDED FOR LONG TERM EXPOSURE TO THE ELEMENTS. VARCO-PRUDEN 3. A325 BOLT TIGHTENING REQUIREMENTS ALL HIGH STRENGTH BOLTED CONNECTIONS EXCEPT AS NOTED OTHERWISE ON THE DRAWINGS AND DETAILS ARE SUBJECT TO AXIAL TENSION AND OR SLIP CRITICAL. AS SUCH THE BOLTS MUST BE FULLY PRE-TENSIONED AND INSPECTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC/RCSC " SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" AND THE APPLICABLE BUILDING CODE. WASHERS ARE NOT REQUIRED WHEN THE "TURN-OF-NUT" TIGHTENING PROCEDURE IS USED. IF OTHER BOLT TIGHTENING PROCEDURES ARE USED, LONGER BOLTS AND WASHERS AS (REQUIRED BY THE SPECIFICATION WILL BE REQUIRED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE PROPER BOLT TIGHTNESS. r 14. BUILDER / CONTRACTOR RESPONSIBILITIES VP BUILDINGS STANDARD PRODUCT SPECIFICATIONS APPLY AND UNLESS STIPULATED OTHERWISE IN THE j r:=- -- .•- CONTRACT DOCUMENTS, VP BUILDINGS DESIGN, FABRICATION, QUALITY CRITERIA STANDARDS AND - --: '-�•a '" TOLERANCES WILL GOVERN THE WORK. (A VP BUILDINGS SPECIFICATION BOOKLET IS AVAILABLE r:r. STANDING SEAM ROOF PANELS (SSR) PANEL RIB't5==WALL PANELS (PR) ��V11EE RIB WALL y.PANELS (VR) SPAN LOC WALL PANELS (SL) UPON REQUEST) '1•/ 1 c (ct IN CASE OF DISCREPANCIES BETWEEN VP BUILDINGS STRUCTURAL PLANS AND PLANS FOR OTHER TRADES, THE VP BUILDINGS PLANS SHALL GOVERN. 2 1/9•' i 1/2• , 59mm 449w ; IT IS THE RESPONSIBILITY OF THE BUILDER / CONTRACTOR TO OBTAIN APPROPRIATE APPROVALS AND T NECESSARY PERMITS FROM CITY, COUNTY, STATE, OR FEDERAL AGENCIES, AS REQUIRED. 50• 1 _� _ - _ APPROVAL OF VP BUILDINGS DRAWINGS CONSTITUTES THE BUILDER / CONTRACTOR'S ACCEPTANCE OF THE 1,.t ies�m �7�91tit. VP BUILDINGS INTERPRETATION OF THE CONTRACT PURCHASE ORDER. �•, �'� �'��"• ONCE THE BUILDER / CONTRACTOR OR A/E FIRM HAS SIGNED VP BUILDINGS APPROVAL PACKAGE, CHANGES FROM THE PURCHASE ORDER BY THE BUILDER WILL BE BILLED TO THE BUILDER / CONTRACTOR FOR MATERIAL, ( ( ti'� •.,.,ti•,2•^��--'r•� - 'T� - ENGINEERING, AND HANDLING FEES. SUCH CHANGES MAY CAUSE THE PROJECT TO BE MOVED FROM THE FABRICATION AND / OR SHIPPING SCHEDULE. A PENALTY FEE MAY BE CHARGED IF THE PROJECT MUST BE - �-1 _ _ MOVED FROI4 THE FABRICATION AND / OR SHIPPING SCHEDULE, AS LONG AS VP BUILDINGS DESIGN AND 5 qmm 69mn 6 1/2" (165mm) GIRTS / PURLINS ...,���•'�� \�_ - - _ DETAILING APPROACH COMPLIES WITH THE PURCHASE ORDER. / / THE BUILDER / CONTRACTOR OR A/E FIRM ARE RESPONSIBLE FOR THE OVERALL PROJECT CONDITION. y''T`:-�,�•' `r �• ti```��_•- - - % ALL INTERFACE AND COMPATIBILITY CONCERNING ANY MATERIALS NOT FURNISHED BY VP BUILDINGS ARE 2 1/2" 2 1/2" TO"' '�-'_ i � TO 8E CONSIDERED AND COORDINATED BY THE BUILDER / CONTRACTOR OR A/E FIRM. UNLESS SPECIFIC 69 mm 69mm :J � +•' DESIGN CRITERIA CONCERNING THIS INTERFACE BETWEEN MATERIALS IS FURNISHED AS PART OF THE NT '•� •�`•"' \ PURCHASE ORDER, VP BUILDINGS ASSUMPTIONS WILL GOVERN. I .`�ti,���` THE BUILDER / CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PLANS AND SPECIFICATIONS SJ� 1/2, '�:.., �•.- COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITY. SUPPLYING icy SEALED ENGINEERING DESIGN DATA AND DRAWINGS FOR THE VP BUILDINGS BUILDING DOES NOT IMPLY OR L1f .y'�•yf�.��•••v - , CONSTITUTE AN AGREEMENT THAT VP BUILDINGS OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR THE CONSTRUCTION PROJECT. THESE DRAWINGS AND DESIGN `•T - 4.` `�,' DATA ARE SEALED AS TO THE STRUCTURAL SYSTEM FURNISHED BY VP BUILDINGS, IN COMPLIANCE WITH ' ) ,( ^•.•+ ` ��, 1 ALL REQUIREMENTS OF THE PURCHASE ORDER. 2 1/z• 2 lr /z� .� - .^�, '_'Y�~`�� - F�'-I THE BUILDER / CONTRACTOR IS RESPONSIBLE FOR SETTING OF ANCHOR BOLTS AND ERECTION OF STEEL e4mm 8 1/2" (216mm) GIRTS / PURLINS -.��`� t -•J BUILDING COMPONENTS IN ACCORDANCE WITH VP BUILDINGS "FOR CONSTRUCTION" DRAWINGS. ``� .( TEMPORARY SUPPORTS OR BRACING REQUIRED FOR THE BUILDING ERECTION WILL BE THE RESPONSIBILITY • OF THE ERECTOR TO DETERMINE, FURNISH, AND INSTALL. 5. VP BUILDINGS IS AN APPROVED FABRICATOR WITH THE FOLLOWING CERTIFICATIONS: ICBO FA-240 ISO 9001 CERTIFIED u t/z• ''�' 77 I- 1 - ( e'I 1•� - CITY OF LOS ANGELES TYPE 1 FABRICATOR RECEIVED i CITY OF SEATTLE + { { t+ CANADIAN WELDING BUREAU DIVISION 1 CERTIFICATION 292mm 1 � � f 3 !i, t ;� ► JUL 19 2000 1f2• CITY OF ARLINGTON 11 1/2" (292mm) PURLINS Building Code: 9"UBC ...- t_:n�.Lr.c:+::ri :: =ram:-. COVER SHEET THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP Live Lead: (Not Reducible) 20-00 psfAND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE • - - -- tn-•::-au••_-'x: _-- Co11. Load:Gravity 1.00, Uplift 0.00 p.=_i - _� S y ,,�, .��-+a:. COMMERCIAL PACIFIC COMPANY VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN Wind Speed: 80 00 mph OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ®! Wind Exposure: B • ^' ACS NORTHWEST INC. ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. Root Snow: 25.00 psf _ -. _-�-�J_ _ l Snow Exposure Category: 1 __ -6�:..z::::: •' :e�ttA<yt Arlington, Washington VP BUILDINGS Seismic: Zone 3 - F.; VP BUILDINGS INC. _� � "" _I -` su1Acs rvorthwest Inc.r Building Use:Standard Occupancies _ , . :-� VARCo-PRU DEN AISC CATG. MB CERTIFIED `;"' " '' ; ,< 2-D O J VP Buildings, Inc. 3200 Players Club Circle Memphis IN 36125 7/6/2000 11:57:50 -"-"" ACS NORTHWEST INC_.Ij'PC 1 3• 4, 7 8 9 10 11 12 . 13 19 15 16 �I2bY-14'-01, I I _I I14'-0" I�3'-0"r I—I I I 5'-6"14'-0" -6" I-1 I I I I D2 T Q D2 D5 D7 D7 D7 D7 D7 D7 D7 D7 D7 D5 0 CD N 1 N N (V D3 D3 CU a o 0 1 I CD O O N 1 N l0 N l0 N � 1 rn D3-22'-O" 95'-0" 22'-0" D8 U 0 CD 95'-0" N N D9 D6 D6 D6� D6 D6 D6 D6 D6 D6 D4 D1 D' &4 ��,� D10 D10 D10 ` N9'-0 IM9'-011{3�LLFr-14'-0" 2 0 0 �� o19'-8"- 1 -14'-0"-{9'-0"C fill I I I I I 1 Cp r I o I I o — —#-250" 25'-0" 25'-0" 20'-0" r,.,20'-0" [ 25'-0" 25 -0"mil-25'-0" 0-25'�. 25'-0" 25 0" 25'-0" '- I 1 � c 9 I.2'0" o m 290'-0" CD ? _. D10 i D11 D10 _ A C7 Og t CP. Q A Dimension Key [1] 3'-4" [3] 2' 0' 22'-6" 28'-6"—{-7.2'-0" - [4] 1'_0" [51 2'-2" 95'-0" 1 Denoted with rectangle -'JI[ ANCHOR BOLT PLAN 1 i 1 Finished Floo. Elevation 100'-0" (Unless Noted Otherwise- 1. CONCRETE, GROUT, ANCHOR BOLTS, AND ANY OTHER EMBEDDED ITEMS ARE TO BE THE VP ENGINEER'S SEAL APPLIES Building Code: 97UBC ON .c ,He WORK PRooucT of ANCHOR BOLT PLAN ,i FURNISHED BY OTHERS VP AND DESIGN AND PER FORHANCE Live Load: (Not Reducible) 20.UO psf i. ANCHOR BOLT DLAMETERS WERE DETERMINED B'i ALLOWABLE SHEAR AND TENSION PER REQUIREMENTS SP ECI PIED 61' VP. Co11. Load:Gravrty �.'�0, Uplift 0-_"� esf r� THE VP ENGINEER'S SEAL DOES W'Ind Speed: R0.00 mph. _ CChG:ERCIAL PACIFIC COMPANY _ AISC SPECIFICATIONS (FY = 36 KSI! ANCHOR BOLT LENGTH, EFFECTS OF EMBEDDED NOT APPLY TO :HE PER F'_�RbIANCE p ANC4OR BOLT EDGE DIMENSIONS AND METHOD OF TRANSFERRING FORCES FROM ANCHOR BOLTS oR DESIGN OF ANY OTHER PRODUCT Wind Exposure: B A,- ANCHOR NCR,HWEST INC. OR COMPONENT FURNISHED B'i VP Roof Snout: 25.00 psf ♦ Arll;.�,�r,. NS11�IIlQton TO FOOTINGS A.RE TO BE DETERMINED 6F OTHERS. EXCEPT TO AN'i DESIGN OR PER- .= ="ILDINGS 3. DESIGN LOADS AND REACTIONS ARE FURNISHED ON OTHER DOCUMENTS, FORMANCE REQUIREMENTS Snow Exposure Category: 1 Q. FOUNDATION MUST BE LEVEL, SQUARE, AND SMOOTH. ANCHOR BOLTS I-0UST BE SPECIFIED Ey 7?, Seismic: Zone 3 ACS Pb rchwest Inc. ACCURATELY PLACED AS SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT. Building Use:Standsrd Occupancies NTS .,1 VP Buildings, Inc. 3200 Players Club Circe=_ PfemphiS TH 3R125 /6/200p 11:57;57 i-.CS S:iF7HWE3: 1NC..\"PC p — -- — - - s D9 9 3/4" Dia. A36 A.Bolts DS (4)3/9" Dia. A36 A.Bolts D6 (9)3/9" Dia. A36 A.Bolts D7 (4)3/4" Dia_ A36 A.Bolts D8 (2)3/4" Dia. A36 A.Rcllts 1 - D1 (2)3/9" Dia. A36 A.Bolts D2 (2)3/4 ' Di__ A36 A.Bolts D3 (2)3/4 D>_a. A36 A_BOlt ( ) Plate 3/4' Plate W=10" L=2'-2" Plate W=8" L=10" Plate W=8" L=9" Plate W=8" L=10" Plate W=8" L=11" Plate W=10" L=2'-0" Plate W=9" L=2'-2" Elevation=100'-0" Elevation=100'-0" Elevation=100'-0" _ t Elevation=100'-0" Elevation=100'-0" Elevation=100' Elevation=100'-0" Elevation=100'-0" _-0" 1 D12 (2)3/4" Dia. A36 A.Bolts _ 69 (2)3/9" Dia. A36-A.Bolts- D10 (2)3/4" Dia. A36 A.Bolts D11 (2)3/4" Dia. A36 A.Bolts Plate W=8" L= D13 (2)3/4" Dia. A36 A.Bolts Plate W=8" L=9" Plate W=8" L=10" Plate W=8" L=1'-0" Elevation=100'-0" Plate W=8" L=9" Elev.=100'-0" Dim A=1'-0" Elevation=100'-0" Elevation=100'-0" Dim A=1'-0" Dim B=1'-0" Elevation=100'-0" 1 j _ -:fished Floor Elevation = 100-0" !Unless Ncted Otherwise) 1. CONCRETE, GROUT, ANCHOR BOLTS, AND ANY OTHER EMBEDDED ITEMS ARE TO BE THE VP ENGINEER'S SEAL APPLICS Building Code: 93UBC ANCHOR BOLT PLAN - DETAILS ONLY TO THE WORK PRODUCT OF 3 FURNISHED BY OTHERS VP AND DESIGN AND PERFORNiNCE Live Load: (Not Reducible) 2J-90 psf - { _. ANCHOR BOLT DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION PER REQUIREMENTS SPECIFIED BY VP. Coll. Load:Gravity 7.00, UPli.r �-00 Psf THE VP ENGINEER'S SEAL DOES Wind Speed: 60.00 mph - ACSCOMMERCIAL NORTHWEST PACIFIC COMF.AN'i AISC SPECIFICATIONS IFY = 36 KSI). ANCHOR BOLT LENGTH, EFFECTS OF EMBEDDED NOT APPLY TO THE PERFORMANCE p ANCHOR BOLT EDGE DIMENSIONS AND METHOD OF TRANSFERRING FORCES FROM ANCHOR BOLTS ORDE91GN OF ANY OTHEP PRODUCT Wind Exposure: B - ACS NORTHWEST INC. j TO FOOTINGS ARE TO BE DETERMINED BY OTHERS. OR C MPONENT FURNISHED B'Y 1'P Roof Snow: 25.00 psf Arlington. Washington EXCEPT TO ANY DESIGN OR .ER- Snow Exposure Category: 1 VP Bl'ILDINGS 3. DESIGN LOADS AND REACTIONS ARE FURNISHED ON OTHER DOCUMENTS. FORMANCE REQUIREMENTS P g y° - ACS Northwest Inc. d 4, FOUNDATION MUST BE LEVEL, SQUARE, AND SMOOTH. ANCHOR BOLTS MUST BE SPECIFIED BY VP. Seismic: Zone 3 _ - ' r I ACCURATELY PLACED .AS SHOWN ON THIS DR_,WING OR STEEL WILL NOT FIT. Building Use:Standard Occupancies - 2.0 TS tJ -fig�� !ll58:J0 ACS NORTHWEST INC..\'PC VP Buildings, Inc. 3200 Players Club Circle Memphis 7N 36125 Frame Member Schedule A325 Bolt Connection & Plate Schedule Frame Clearances Mem. Part Width Thick. Webthk Depth) Depth2 Approx. Lgth Id Qty Bolt Bolt Plate Rows Rows Tension Washer Horiz. Clearance between members 1 and 11: 64'-4 1/4" 1 CX001 6" .1875 .1345 8" 9 8" 30'-1 1/16" Dia. Length Thick. Out In Bolt Vert. Clearance at member 1: 30'-1 3 /1 6" - � 2-5 BGX001 5" .0920 2@.0920 8 1/2" 8 1/2" 26'-0" A 4 1/2" 1 1/2" 3/8" 1 1 Vert. Clearance at member 11: 32'-9 /1 6-9 BGX002 5" 0920' 2@.0920 8 1/2" 8 1/2" 35'-10 13/16" B 4 3/4" 2" 3/8" 1 1 Vert. Clearance at member 12: 31'-0" 10 BGX003 5" 0590 2@.0590 8 1/2" 8 1/2" 4'-1" C 4 3/4" 2" 1/2" 1 1 Vert. Clearance at member 13: 31'-11" Finished Floor Elevation 100'-0" (Unless Noted Otherwise) 11 CGX001 5 .0650 2@.0650 8 1/2" 8 1/2" 32'-9 15/16" Denoted with hexagon " • � 12 EPX001 6" .1875 .1345 10" 10" 31'-0 1/8" 13 EPX002 6" .1875 .1345 10" 10" 31'-ll 1/8" Denoted with circle 1 D A 1 0.500:12 �. 66'-0 11/16" 11 @ 5'-0" o C) 0 0 0 � � N o Nm C 10 - - °w° 5 B 6 Ln 2 3 4 A N (2)FB2054 GC10 EGC21 GC10 ) GC10 GC10(2r ) FB2054 1 0 - (2)FB2054 GC10ID t I M 1 (2)FB2054 GC10 (2)FB2059 - GC10 Dimension Key [1) 1 5/8" [21 3'-7 15/16" FB2054 GC10 [31 1'-4 1/16" J [4l 3/4" [51 4'-0 3/4" _ [6) 1'-0 3/8" [7) 2 @ 4'-10 7/16" (81 3 7/16" 22'-0" 228_0�� [91 3'-8" 22'-0" c [101 3'-9 1/4" 66'-0" [11) 7 1/8" Denoted with rectangle FRAME CROSS SECTION AT FRAME LINE (S) 1 i� VP REF., Shape Name NEW 14ANUFACTURING PHASE 1 along Wall 4, Frame 1 1. USE 1/2 PIP., A325 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, FWD GIRT TO THE VP ENGINEER'S SEAL APPLIES Building Code: 97UBC ONLY TO THE WORK PRODUCT OF FRAME CROSS SECTION AT FRAME LINE(S) 1 CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. VP AND DESIGN AND PERFORPIANCE -Ve Load: (Nor Reducible) 20.00 psf REQUIREMENTS SPECIFIED BY VP. Coll- Load:Gravity 7.00, Uoliff 0.00 psf - _ _ _ _ THE VP ENGINEER'S SEAL DOES Win speed: d Sed: 80.00 mph NOT APPLY TO THE PERFORIZ4CE OP44 E-^ _ PAC [I� QR DESIGN OF ANY OTHER PRODUCT. Wind Exposure: B ^�•5 N': :�.�-`t 'N`-• OR COMPONENT FURNISHED B'i VP Roof Snow: 25.00 psf V EXCEPT TO ANY DESIGN OR PER_ FORMANCE REQUIREMENTS Snow Exposure Category: 1 -i yl:1LDINGS SPECIFIED BY VP. Seismic: Zone 3 - -05 Ne'=".yes' InC_ . Building Use:Standard Occupancies .- NTS VV Buildings, Inc. 3201' Players Club Circle Memphis TN 38125 �!6;'000 11:5A:02 .��5 N^r-'X,Sf iN=..�P� 1 Frame Member Schedule A325 Bolt Connection & Plate Schedule Frame Clearances Mem. Part Width Thick. Webthk Depthl Depth2 Approx. Lgth Id Qty Bolt Bolt Plate Rows Rows Tension Washer Horiz. Clearance between members 1 and 6: 61'-8 3/4" 1 CX002 9" .5000 .1345 1'-11" 1'-11" 27'-7 1/2" Dia. Length Thick. Out In Bolt Vert. Clearance at member 1: 27'-7 1/2" 2 RBX001 5" 3125 .1875 3'-3" 1'-0" 32'-10 11/16" A 14 3/4" 2" 1/2" 3 4 Vert. Clearance at member 6: 30'-5 3/8" 3 5" .3750 .1644 1'-0" 2'-7" B 18 3/4" 2" 1/2" 6 3 Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 4 RBX002 6" .3125 .1644 2'-7" 1'-0" 30'-9 11/16" Denoted with hexagon 5 6" .3750 .1875 1'-0" 3'-0" 6 CX003 8" .5000 .1345 2'-1 2'-1" 33'-6 7/16" Denoted with circle u A 66'-0 11/16" 0"500:12 11 @ 5,_0" o 5 M O V' Ln O Q O W k N O O O C O N N N d O O a oi N U N 00 W 0, a' O (3 \ ® Ln O N 2 (2)FB2101_ I -{_'.-(2)FB2084 © o I - m SFB2100 u1 I I rl O 1 l it N II - • Dimension Key [1) 1 5/8" [2] 3/4" (4] 1'-0 3/8" [5] 2 @ 4'-10 7/16" [6] 3 7/16" — ,GGC21 [7] 3'-8" [8] 3'-9 1/4" [9] 7 1/8" 66'-0" Denoted with rectangle FRAME CROSS SECTION AT FRAME LINE (S) 2 1 VF REF., ShApe Name = NEW MANUFACTURING PHASE 1 along Wall S. Frame 2 1. USE 112 DIA. A325 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO THE VP ENGINEER'S SEAL APPLIES Building Code: 97UBC - ONLY TO THE WORK PRODUCT OF -1.- FRAME CROSS SECTION AT FRAME LINE(S) 2 CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. VP AND DESIGN AND PERFORMANCE Live Load: (Not Reducible) - -,} p__ REQUIREMENTS SPECIFIED BY VP. Coll. Load:Gravity 7.00, Uplif_ 0.00 psf - i THE VP ENGINEER'S SEAL DOES Wind Speed: 80.00 mph - COMMERCIAL PACIFIC COMP NOT APPLY TO THE PERFORMANCE ANY ' ON DESIGN OF ANY OTHER PRODUCT Wind Exposure: B ACS JORTHWEST INC. OR COMPONENT FURNISHED BY VP Roof SnOW: 25.00 p5f - EXCEPT TO ANY DESIGN OR PER "'` Arlington. Washington _ FoRMANCE REQUIREMENTS Snow Exposure Category: 1 _ VF BUILD SPECIFIED BY VP. Seismic: Zone 3 ACS No Inc. I7:GS' Building Use:Standard Occupancies c NTS " VP Buildings, Inc. 3200 Players C1ut Circle Memphis TN 38125 /2000 11:58:06 " -'ACS NORTHWEST INC..VPC I Frame Member Schedule A325 Bolt Connection & Plate Schedule Frame Clearances Mem. Part Width Thick. Webthk Depthl Depth2 Approx. Lgth Id Qty Bolt Bolt Plate Rows Rows Tension Washer Horiz. Clearance between members 1 and 11: 64'-4 1/4" 1 CX012 6" 1875 .1345 8" 8" 30'-1 1/16" Dia. Length Thick. Out In Bolt Vert. Clearance at member 1: 30'-1 3/8" 2-5 BGX004 5" 0920 2@.0920 8 1/2" 8 1/2" 26'-0" A 4 1/2" 1 1/2" 3/8" 1 1 Vert. Clearance at member 11: 32'-9 9/16" Vert. Clearance at member 6-9 BGX002 5" .0920 2@.0920 8 1/2" 8 1/2" 35'-10 13/16" B 4 3/4" 2" 3/8" 1 1 1 31'-0" 3: 10 BGX003 5" .0590 2@.0590 8 1/2" 8 1/2" 4'-l" C 4 3/4" 2" 1/2" 1 1 Vert. Clearance member 1 11 CGX002 5" .1200 2@.1200 8 1/2" 8 1/2" 32'-9 15/16" Denoted with hexagon Finished Floor Elevation vation = 100'-0" (Unless Noted Otherwise) 31'-11" 12 EPX003 6" .1875 .1345 9" 9" 31'-0 1/8" 13 EPX004 6" .1875 .1345 10" loll 31'-ll 1/8" 1 Denoted with circle 1 D A 66;-0 11/16" 0.500:12 4 11 @ 5'-0" l 5CD 0 N O O O O IA o C) CA fA M k O o w 1=4 c C o 7 8 9 B 6 n Ln N 1 2 3 n � GC GC10 (2)FB2050 (2)FB2054 GC10 " GC10 = _ CD Ln GClo 1 a 1 GC10 3 " 1 m (2)FB2050 (2)FB2054 1 GC10 GC10 l GC10 GC10 Dimension Key [1] 1 5/8" J [2] 6 3/4" (2)FB2050 IFB2054 [3] 3'-6" i' GC10 [4] 1'-0 3/8" ry r [5] 2 @ 4'-10 7/16" [6] 3 7/16" GC21 [7] 3'-8" [8] 3'-9 1/4" [9] 7 1/8" 22'-0" 22'-0" 22'-0" Denoted with rectangle 66'-0" FRAME CROSS SECTION AT FRAME LINES) 16 VP REF., Shape Name = NEW MANUFACTURING PHASE 1 along Wall 4. Frame 13 1. USE 112 DIA. A325 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO THE ':P ENGINEER'S SEAL APPLIES Building Code: 97UBC CNLY TO THE WORK eawucT of - FRAME CROSS SECTION AT FRAME LINE(S) 16 CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. V'- A.YD DESIGN AND PCNPORMAMCE Live Load: (Not Reducible) 20.00 psf `} RE•v'IREN£NTS SPECIFIED BY VP. Coll. Load:Gravity 7.00, Uplift 0.00 psf - - J 'NC L'P EN61NECR'3 SEAL DOES Wind Speed: 80 00 mph COMMERCIAL PACIFIC COMP!N NOT APPL'f TO'NE PCAFO MAHCF. OR 7Esiw;OF AhiY OTHRR PRODUCT Wind Exposure: B ` ACS NORTHWEST INC. OR CQMPONENT FURNISHED BY VP Roof Snow: 25.00 psf Arlln EXCEPT TO ANY DESIGN OR PER- —__- _ _ g:on. Wash:ng!Vn FOR4ANCE REQUIREMENTS Snow Exposure Category: 1 - - _ VP BUILDIXGS SPECIFIED BY VP. Seismic: Zone 3 ACS Northwest Inc. e I Building Use:Standard occupancies ---., _.: - -. - NTS .J VP Buildings, Inc. 3200 Players Club Circle Memphis TN 39125 7/6/2000 11:58:44 ACS NORTHWEST INC..VPC Frame Member Schedule A325 Bolt Connection & Plate Schedule Frame Clearances Mem. Part Width Thick. Webthk Depthl Depth2 Approx. Lgth Id Qty Bolt Bolt Plate Rows Rows Tension Washer Vert. Clearance at member 1: 11'-9 5/8" 1001 CBX001 5" .1345 .1345 9" 9" 2'-11 5/8" Dia. Length Thick. Out In Bolt Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 1 CX014 5" .1345 .1345 8" 8" 12'-5 1/8" A 4 3/4" 2" 3/8" 1 1 2 RBX009 l'-2" .3125 .1345 9" 2'-3" 41'-10 1/16" B 4 3/4" 1 1/2" 3/8" 2 0 3 1'-2" .3125 .1345 2'-3" 9 1/4" Denoted with hexagon Denoted with circle. 1 E 5 _1 1116„ 3 q3, E3 1 0 mo ,b . 1 112., p x D, x x CO 2 a x U n n r 1001 i N l E o -1 �.L r.I N �J Dimension Key [1] 2'-4 1/8" [3] 8 1/2" (4] 10 13/16" [5] 3'-2 3/8" _ [6] 11 7/11" J [7] 4 15/16" (?J[ (8] l'-ll 3/8" " { 42'-1 11/16" (9] 1 11/16 [10] 3 5/8" I FRAME CROSS SECTION AT FRAME LINE (S) 1 I J [11] 2'-4 3/4" 2.560:12 Denoted with rectangle JVP REF., Shay Name = NEW OFFICE along Wall 1. Frame 1 I. USE 112 DIA. A325 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO THE VP ENGINEER'S SEAL APPLIES Building NLY TO THE WORK PRODUCT Co de: 97UBC :.:- --:_._: _ CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. VPANDDESIGNAND PERFOR MANCE Live Load: !Not Reducible) 20.00 psf FRAME CROSS SECTION AT FRAME LINES) 1 REQUIREMENTS SPECIFIED BY VP. Coll. Load:Gravlty I.00, Uplift 0.00 psf - _ J THE VP ENGINEER'S SEAL DOES - - CO[MERCUNL PACIFIC COMPANY NOT APPLY TO THE PERFORMANCE Wind Speed: 80,00 mph _ lNt DESIGN OF ANY OTHER PRORUCT Wind Exposure: B - - - - ACS NORTHWEST INC. OR COMPONENT FURNISHED BY VP Roof Snow: 25,00 p=C EXCEPT TO ANY DESIGN OR PER- -_-_ ArlinQCOn� Washingtan , FORMANCE REQUIREMENTS Snow Exposure Category: L _ ___ ___ _ _ _____ _ - -- VP B1)11.UE SPECIFIED BY VP. Seismic: Zone 3 -- -----'--= `=__- =- _ _ -- ACS Northwest Inc. Building Use:Standard Occupancies NTS - . . 2-0 O F J VP Buildings, Inc. 3200 Players Club Circle Memphis TN 3B125 T/V 2000 11:58:40 =- ACS NORTHWEST INC..VPC l Frame Member Schedule A325 Bolt Connection & Plate Schedule Frame Clearances Mem. Part Width Thick. Webthk Depthl Depth2 Approx. Lgth Id Qty Bolt Bolt Plate 11'-9 5/8" Rows Rows Tension Washer Vert. Clearance at member 1: Dia. Length Thick. Out In Bolt Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 1 CX020 5" .1345 .1345 8" 8" 11'-9 5/8" g 2 RBX019 1'-2" .3125 .1345 9" 2'-4" 43'-0 3/4" A 4 1/2" 1 1/2" 3/8" 1 1 3 1'-2" .3125 .1345 2'-4" 9 5/16" B 4 3/4" 1 1/2" 3/8" 2' 0 Denoted with circle Denoted with hexagon D 8 3 2 560'12 0 '1�a., B 1 112„ _2 1116�� A - M I , N -� Dimension Key [1] 8 1/2" J [2] 10 13/16" [3] 3'-2 3/8" [4] 11 7/16" [5] 4 15/16" 1 Denoted with rectangle i l FRAME CROSS SECTION AT FRAME LINE (S) 7 _1 JVP REF.. Shape Name_ NEW OFFICE along Mail 1, Frame 5 1. USE 1/2 DIA. A325 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO THE VP ENGINEER'S SEAL APPLIES Building Code: 97UBC ONLY TO THE WORK PRODUCT OF 9Q 00 _ _ _ _ - FRAME CROSS SECTION AT FRAME LINE(S) 7 CLIP CONNECTIONS UNLESS NOTED OTHERWISE" SEE JOB DETAILS FOR BOLT LENGTHS, VP AND DESIGN AND PERFORMANCE Live Load: (Not Reducible; psf _ - AEQVIAENEPTS SPECIFtEO BY VP. Coll. Load:Gravity 7.00, Uplift 0.00 psf - L THE VP ENGtNEER'S SEAL DOES Wind Speed: 80.00 mph - C8NlN£RC IAL PACIFIC COMPANY APPLY TO THE PEAFORMANCE - OR DESIGN OF ANY OTHER PRODUCT Wind Exposure: B ACS NORTHWEST INC. OR COMPONENT EVONISHED BY P Roof Snow: 25.00 psf `- - - - EXCEPT TO)VIY DESIGN OR PER- --__- _ --__ _ Arlington. Washington /P BUILDINGS fpRIWICE REGVIREMENTS Snow Exposure Category: 1 SPECIFIED BY VP. Seismic: Zone 3 ---- -------- -- ---_- - ACS Northwest Inc. tEEL Building Use:Standard Occupancies =- ---- .,_-_., c =r. - NTS J 11:SE:Sc "''ACS NORTHWEST INC..VPC VP Buildings, Inc. 3200 Plavers Club Circle Memphis TN 39125 7/6/2000 Frame Member Schedule A325 Bolt Connection & Plate Schedule Frame Clearances Mem. Width Thick. Webthk Depthl Depth2 Approx. Lgth Part Id Qty Bolt Bolt Plate Rows Rows Horizontal Clearance between members 1 and 9: 33'-1" 1 7" .1875 .1345 9" 9" 12'-5 3/8" CX016 Dia. Length Thick. Out In Vertical Clearance at member 1: ll'-10 1/16" 2 6" 6250 .3125 9 1/9" 2 I—,�( 39'-2 7/8" RBX017 A 9 3/4" 2" 5/8" 1 1 Vertical Clearance at member 4: 20'-1 5/16" 3 6" .2500 .3125 5'-1" 9 1/4" B 4 3/4" 2" 3/8" 1 1 Finished Floor Elevation = 100'-0" (Unless Otherwise Noted) 4 7" .1875 .1345 9" 9" 21'-1 1/8" CX017 Denoted with hexagon 1Q01 5" .1345 .1345 9" 9" 2'-7 5/16" CBX002 -� Denoted with circle T T S a p00;1 0 1 5'16,. 3 -3 N O O � m 3 0 8 5 00 m o R, u1 O N N =- u1 O W U 2' h 1001 t3 !, o 1 N o � , ) M f`1 N Dimension Key (1] 2'-0" [ " [3]31 8 8 1/2 1/2" (4) 10 13/16" [5] l'-2 1/8" — — [ ] [7 4 ] -_2„ i (8) 1-8 1/8" 36'-0" [9] 1 1/2" } [10] 3 1/8" FRAME CROSS SECTION AT FRAME LINES) _J [11] 2'-0 3/4" 3.000:12 JDenoted with rectangle rJ VP Ref. Shop! Name = NEW OFFICE 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE Building Code: t RedUBC - FRAME CROSS SECTION AT FRAME LINE(S) S NOVEMBER 13, 19RS, ALLOWABLE STRESS DESIGN SPECIFICATION FOR Live Lead: (Not keduciblel 2i�.00 Fsf STRUCTURAL JOINTS USING ASTM .A325 OR A490 BOLTS SECTION Coll. Lead:G60.i0 p.VO, Uplift 0-OCR osf r Wind Speed: "0.00 ph COPP1ERC LAL PAC T_FIC 6.(d) (1) TURN-OF-NUT TIGHTENING. . USE 112 DIA. A325 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO Wind Expos.re: B 1 i NORTHWEST CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. Roof Snow: 25-00 psf arlinyton, Washl. [an �t LPtNGS 3. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION Seismic: sur Snow Exocsur e 3e category: 1 - _ S Northwest Inc. IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. t•t D�� Building U—Standard occupancies NTS 6/�/2 i�Q'l :20:23 Buildings, Inc. 320, o a.era Club ,:1e Memphis TN E:\Building File=\ACS NORTHWEST iNC..VPC Frame Member Schedule A325 Bolt Connection & Plate Schedule Frame Clearances Mem. Part Width Thick. Webthk Depthl Depth2 Approx. Lgth Id Qty Bolt Bolt Plate Rows Rows Tension Washer Vert. Clearance at member 1: 11'-11 13/16" 1001 CBX003 5" lick .1345 De De 2'-7 9/16" Dia. Length Thick. Out In Bolt Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 1 CX022 5" .1345 .1345 8" 8" 12'-6 5/16" A 4 3/4" 2" 3/8" 1 1 2 RBX018 5" .1345 .1345 9" 9" 21'-11 3/8" B 4 1/2�' 1 1/2" 3/8" 2 0 �1 3 5" .1345 .1345 9" 9" Denoted with hexagon Denoted with circle � 1 F� x 9Qj :1 0c v > 3 0 in c.. '1 3 1� y 0 N ctl L. m AA 1001 rn o - - 1 0 rn a Dimension Key [11 2'-0" Ln [2) 12'-2 3/16" [3) 8 1/2" [41 6 3/4" [51 3 1/4" [61 10 5/8" [71 2 @ 3'-4 1/2" ; [81 2 3/4" 1 [91 l'-9 1/2" 1 21'-4 15/16" [101 1 3/4" (1111] 2'-1 15/16" 4.909: 12 FRAME CROSS SECTION AT FRAME LINE (S) E Denoted with rectangle VP REF., Shape. Name = NEW OFFICE aicrq Wall Frame 1 USE 1/2 DIA. A325 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO THE VP ENGINEER'S SEAL APPLIES Building Code: 97UBC - ONLY To THE WORK PR DUCT oe _ FRAME CROSS SECTION AT FRAME LINE(S) E CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. VP AND DESIGN AND PERFORMANCE Live Load: (Not Reducible: 20.00 Pst REQUIREMENTS SPECIFIED BY VP. Coll. Load:Gravit'i �.00, Upiift 0.00 PSI - THE VP ENGINEER'S SEAL DOES Wind Speed: B0.00 mph COt41EHC iAL PACIFIC COMPANY NOT APPLY TO THE PERFORKMCE - OR DESIGN of ANY OTHER PRODUCT Wind Exposure: B ACS NORTHWEST INC. OR COMPONENT FURNISHED BY VP Roof Snow: 25.00 psf - "" Arlington, WashingtOn EKCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS Snow Exposure Categor : 1 VR HVILP[NGS t��-` ACS Northwest Inc. SPECIFIED BY VP. Seismic: Zone 3 Building Use:Standard occupancies NTS 7/E/2000 11:SR:59 ACS NORTHWEST INC..VPC VP Buildings, Inc. 3200 Players Club Circle Memphis TN 3c'12` ---" Frame Member Schedule A325 Bolt Connection & Plate Schedule Frame Clearances Mem. Part Width Thick. Webthk Depthl Depth2 Approx. Lgth Id Qty Bolt Bolt Plate Rows Rows Tension Washer Vert. Clearance le member 1: 11'-11 Unless 1001 CBX004 5" .1345 .1345 9" 9" 2'-7 9/16" Dia. Length Thick. Out In Bolt Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 1 CX023 .5" .1345 .1345 8" 8" 12'-6 5/16" A 4 3/4" 2" 3/8" 1 1 2 RBX020 5" .1345 .1345 9" 9" 10'-8 9/16" B 4 1/2" 1 1/2" 3/8" 2 0 3 5" .1345 .1345 9" 9" Denoted with hexagon Denoted with circle LO 13 116+ n Cl) 0 11 L x v B c'ul0 oC3 04 o " 0 CD N L4 u1 U o a II v _J h t� A 1"1001 i 0 JDimension Key [11 2'-0" J [21 12'-2 3/16" [31 8 1/2" [41 3 1/4" [51 2 @ 3'-4 1/2" J ) 2 3/4"(7 [8) 1 3/4" [9] 2'-1 15/16" 4.909:12 11'-0 1/8" J Denoted with rectangle FRAME CROSS SECTION AT FRAME LINES) F JVP REF., .Shape Name = NEW OFFICE atong Nall 7. Frame 2 I. USE 1/2 DIA. A325 BOLTS FOR POPLIN TO FRAME, GIRT TO FRAME, AND GIRT TO THE VP ENGINEER'S SEAL APPLIES Building Code: 97UBC ONLY TO THE WORK PRODUCT of = _ _ FRAME CROSS SECTION AT FRAME LINE(S) F CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. VP AND DESIGN AND PERFORMANCE Live Load: (Not Reducible) 20.00 psf -_-- - -, J REQUIREMENTS SPECIFIED BY VP Coll. Load:Gravity 7.00, Uplift O.UO psf - THE VP ENGINEER'S SEAL DOES Wind Speed: 80.00 mph NOT APPLY TO THE PtiBkVRNANCE ::N'W£R�:i+L PACT F:C CiN7PAH'i OR DESIGN of ANY OTHER PRODUCT Wind Exposure: B ` ACS NORTHWEST INC. OR COMPONENT FURNISHED BY VP Roof Snow: 25.00 psf ----_- --- -- __ --- - EXCEPT TO ANY DESIGN OR PER- --- --- = -- - - -- -��__ FORMANCE REQUIREMENTS Snow Exposure Category: 1 ------------- .'+C::'tq Lon. WashlflgtOn tt,p tNGS SPECIFIED BY VP. Seismic: Zone 3 -= =- -_ _______ ACS Northwest Inc. 7 J Building Use:Standard Occupancies NTS VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 7/6/2000 11:59:03 ACS NORTHWEST INC-.VPC Frame Member Schedule A325 Bolt Connection & Plate Schedule Frame Clearances Mem. Part Width Thick. Webthk Depthl Depth2 Approx. Lgth Id Qty Bolt Bolt Plate Rows Rows Tension Washer Vert. Clearance at member 1: 11'-11 13/16" 1001 CBX004 5" .1345 .1345 9" 9" 2'-7 9/16" Dia. Length Thick. Out In Bolt Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 1 1 CX023 5" .1345 .1345 8" 8" 12'-6 5/16" A 4 3/4" 2" 3/8" 1 1 2 RBX020 5" .1345 .1345 9" 9" 10'-8 9/16" B 4 1/2" 1 1/2" 3/8" 2 0 3 5" .1345 .1345 9" 9" Denoted with hexagon Denoted with circle - 8 y 909.1 , CD 0 N 9 O � C3 o V B O N Ln CD w 3 O N � � N cD cD N W 'n U o h a 2 U h A 1001 1 � 1 � o i m _ f Dimension Key [l) 2'-0" j [2) 12'-2 3/16" J [3) 8 1/2" [4) 2 @ 3'-4 1/2" [5) 2 3/4" 1 (6) l'-9 1/2" [7) 1 3/4" [8) 2'-1 15/16" 4.909:12 N Denoted with rectangle t 11 0 1 8 f FRAME CROSS SECTION AT FRAME LINE (S) F VP REF., Sh&pe Name = NEW OFFICE along Mall 10, rrame I THE VP ENGINEER'S SEAL APPLIES Building Code: 97UBC 1. USE 1/2 DIA. A325 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO =_--"-_ __' -- ONLY TO THE WORK PRODUCT De FRAME CROSS SECTION AT FRAME LINES) F CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. VP AND DESIGN AND PERFORMANCE Live Load: !Not Reducible! 20.00 p,t REQUIREMENTS SPECIFIED BY VP. _-- - -- _ - - -=-..- THE VP ENGINEER'S SEAL DOES Coll.. Load:Gra V=Cy 7.00, Uplift 0.00 psf .. ., - , NOT APPLY TO THE PERFORMANCE Wind Speed' 80.��0 mph 1kFC. "�. .� - - C(IE8AL PACIFIC C:.`N, t OR DESIGN OF ANY OTHER PRODUCT Wind Exposure: B _ ACS NORTHWEST INC. -' OR COMPONENT FURNISHED BY VP Roof Snow: 25.00 psf --- - - -- - --':: --.- EXCEPT TO ANY DESIGN OR PER ' Arlington, NaShleq ton , FORMANCE REQUIREMENTS Snow Exposure Ca Lego SPECIFIED BY VP. Seismic: Zone 3 --—-- --------- -___-_-__ ACS Northwest Inc, Building Use:Standard occupancies ,-= -- -- ----- --_r= .c-:-`._ .. 2.0 /20FZ. NIS ACS NORTHWEST INC..VPC VP Buildings, Inc. 3200 Y avers Club Circle Memphis TN 38125 7/6/2000 11:59:07 - "-" Frame Member Schedule A325 Bolt Connection & Plate Schedule Frame Clearances Mem. Part Width Thick. Webthk Depthl Depth2 Approx. Lgth Id Qty Bolt Bolt Plate Rows Rows Tension Washer Vert. Clearance at member 1: 11'-11 13/16" 1001 CBX003 5" .1345 .1345 9" 9" 2'-7 9/16" Dia. Length Thick. Out In Bolt Finished Floor Elevation = 1001-0-1 (Unless Noted Otherwise) 1 CX022 5" .1345 .1345 8" 8" 12'-6 5/16" A 4 3/4" 2" 3/8" 1 1 2 RBX018 5" .1345 .1345 9" 9" 21'-11 3/8" B 4 1/2" 1 1/2" 3/8" 2 0 3 5" .1345 .1345 9" 9" Denoted with hexagon Denoted with circle g 7 ' q 909.1 A• 5,,0�� B m c.. 3 9 o u3 0 N fA lu 2 1001 I N O _ I Cl) Dimension Key [1) 2'-0" [21 12'-2 3/16" [31 8 1/2" [41 1--1 7/8" [51 2 @ 3'-4 1/2" — [6] 2 3/4" J [71 1'-9 1/2" [81 1 3/4" 1 [9) 2'-1 15/16" 4.909:12 21'-4 15/16' Denoted with rectangle FRAME CROSS SECTION AT FRAME LINES) E JVP REF., Shapa Name = NEW OFFICE al a" Wall 10, Rout 2 97U THE VP ENGINEER'S SEAL APPLIES - - --- - �. USE 112 DIA. A325 BOLTS FOR PURLIN TO FRP.ME, GIRT TO FRAME, AND GIRT TO Building Code: BC ONLY TO THE WORK PRODUCT of FRAME CROSS SECTION AT FRAME LINE(S) E CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. VP AND DESIGN AND PERFORMANCE Live Load: (Not Reducible) 20.00 psf --_--_`_- REQUIREMENTS SPECIFIED BY VP. Coll. Load:Gravity 7.00, Uplift 0.00 pst - _ _ - -_ THE VP ENGINEER'S SEAL DOES Wind Speed: 80.00 mph - - _ - NOT APPLY TO THE PERFORMANCE COMMERCIAL PACIFIC COMPANr OR DESIGN OF ANY OTHER PRODUCT Wind Exposure B _ _ _ ACS NORTHWEST INC. OR COMPONENT FURNISHED BY VP Roof Snow: 25.00 psf ------------ --- - - - -- EXCEPT TO ANY OESIGH OR PER- __ -_ _ - Washington FORMANCE REQUIREMENTS Snow Exposure Category: Arl lllgtOn, - -f - --- ----- - ACS Northwest Inc. 9�9 I PF G� SPECIFIED BY VP. Seismic: Zone 3 _' -_-__`- _---_ -- 2.0 Building Use:Standard Occupancies _ -_ ,,,_ __,_-__--„-_- -.--__ ,. -- NTS VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 1/6/2000 11:59:10 .---``--ACS NORTHWEST INC..VPC 1 231 �i 7 8 9 10 11 12 13 19 15 16 i CGX001 CX003 CX005 CX005 CX007 CX005 CX010 CX010 CX010 CX005 CX005 CX003 V1CGX002 0 r, p o CD 0 p9 9� c7 N�o Sa0 0) 32p, N c �o '� r O� ro I o0 o N O O o o �ti o o �C o p o � o o Q"1L o 0 o X X 4P �C X o w w o �4P �Q rQ a' a a w CD �n Of o) 1 O~ LO~ o ti 1O x �PP��O ��P� O�PP� (14 w w 22'-0" 951 22'-0" y CD, N my� U rl'Pq ,J�'BSI "' -4 ,--1 � o .D o r' CD p SSp C3 o SSO o o x X X S0S X X o o x ,� ED M as m amc d a a x X a 9FN'-0.. a a a oc n o CX018 A �t�, O W U �o O RBX018 CBX003�- CBX003RBX018 CX001 C7Q�Q2 CX004 CX004 CX0C\6 CX008 CX009 CX009 CX009 CX013 CX013 CXO11 CX012 o = Cj CD ID C) 1 A p v 4 dCD L+� CB }CIXF0�0" QP205'-0" x-2 '-0"—{-25' 'KOC2�X009-25'- 25'-0" 25'-0" 25'-0" 25'-0"— —2.5'-0" 25'-0" 19'-0" 1 I I 1 r o Qw p'`492,—� 7/a y� 22'-0" o 290—v p� o0 y 2 % CD \CD goo o � Cj CX014 a IQCX017 CX020 Dimension Key [1] 1'-0" [21 0'-0" Denoted with rectangle I I 22'-0" 221-6"—#-28'-6"--j'-22'-0" 95'-0" i PRIMARY AND ROOF BRACING PLAN JVP REF., Shape Name = NEW MANUFACTURING PHASE 1. Shape Name = NEW OFFICE 1. USE 1/2 DIA. A325 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO THE VP ENGINEER'S SEAL APPLIES Building Code: 97UBC - - - ONLY TO THE WORK PRODUCT Ge _ PRIMARY AND ROOF BRACING PLAN CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. VP AND DESIGN AND PERFORMANCE Live Load: (Not Reducible) 20.00 psf J REQUIREMENTS SPECIFIED BY VP. roil- Load:Gravity 700, Uplift 0 00 psf PACIFIC COMPANl VP ENGINEER'S SEAL DOES COMMERCIAL THE NOT .APPLY TO THE PERFORMANCE Wind Speed. 80.00 mph ' OR DESIGN of ANY OTHER IVRPOUCT Wind Exposure: B ACS NORTHWEST INC. OR COMPONENT FURNISHED BY VP ROOF Snow: 25.00 psf - EXCEPT TO ANY DESIGN OR PER- - - "- AL11nQton� Washington FORMANCE REQUIREMENTS Snow Exposure Category: SPECIFIED BY VP. Seismic: Zone 3 _ ACS Northwest Inc. J Building Use:Standard Occupancies U F� NTS VP Buildings, Inc. 3200 Players Club Circle Memphis IN 38125 %/6/2000 11:59:14 ACS NORTHWEST INC..VPC Part Mark Key Non-Std Secondary Part Schedule (1) SA5004 Part Thick. Depth Lap (2) 01T0701314 OO1E23084160.0650 8 1/2" 0'-0" ' (3) SA5030 001P27024110.1200 8 1/2" 3'-6" (4) SA4044 001T26091110.1200 8 1/2" 3'-6" (5) 009PO806216 002E17054160.0650 8 1/2" 0'-0" (6) 011P0208016 002P19070## 0.1200 8 1/2" 2'-0" (7) 002T27005120.1050 8 1/2" 3'-6" (8) PSM03034 003E21061140.0820 8 1/2" 0'-0" (9) 016PO208016 003T30062## 0.1200 8 1/2" 4'-0" (10) 019PO806216 004T33031## 0.1200 8 1/2" 4'-0" " I Denoted with hexagon 005T33065## 0.1200 8 1/2" 4' 16 1 006T36062##0.1200 8 1/2" 4 -b" 8 (+) SSR Fixed Clip Location 009PO8062160.0650 8 1/2" 1' 01OP13075160.0650 8 1/2" 1'- I O11P020 0160.0650 8 1 2" 0 - ;,-0" .25'-O" 25'-O" 25'-0" ?_5'-0"- -25'-0" 25'-0" 25'-0"-t-25'-0" 19'-0" 1 l n 10912FP10 2 1129�.- 20 8 1� 0 -0' 013P17096140.0820 8 1/2" 0'-0" 014P1'9007140.0820 8 1/2" • � 015P19007150.0730 8 1/2" 016P02080160.0650 8 1/2" 31T21W?41#W A0204.10fi(*Vfla9d2X15(T _ T�• 2802416t41T2802416t41T2802416t41T2802416+41T28024161-41T28024161IT2802415 T41]pZ4802415 Ungg1p7014 Typ. 018P1709614 0.0820 8 1/2" 5(Ty 2802415(T9 _I ) o CD 019P08062160.0650 8 1/2" 02415(T9y 1 2 - l Sag Angle Schedule N v N N (96)SA5004 Typ. at 4'-10 7/16" spaces (16)SA5030 Typ. at 5'-1" spaces DIF980 d1r, Q 0650 A 1 /9" n, + (16)SA4044 Typ. at 4'-2" spaces OlEA1'9090160.0650 8 1/2" 0 -0" (4)SA1070 Typ. at l'-8 1/8" spaces o X 020P130 5160.0650 8 1/2" 1 =0" o 1 (3)SA3064 Typ. at 3'-4 1/2" spaces - - N (4)SA5017 Typ. at 5'-0" spaces ftJ58 See SED: BR09A5 for location See Part Mark Key for Sag Angle X-ing loca io �P�6 2�'•�� -6" "22'-0" I 45P29084## 0.1200 '8 1/2" 3 - 0 I o lb .UbJ 1/2" q - + " 1 + N N r-1 ri r1 r-I rl ri r-I rl r-I r-I r-1 r-1 r-I rl .-I ri .-i r1 ri llll `�i4 4i 9c�1 41 .41 19 01 41 14 O1 41 14 O1 41 14 O1 91 14 O1 41 19-02�9 4 4 o `-Il`o'o o p`O 003T300624�006T36062## 0 0 0008�o Q �1r~2�-42T241� 46Tr0011 2 a w �T�� r I fC;wa, o w a W o to I,r, 001A1AT24401--,46T321001301T_1061�. ,�I", o u o i I t1, g 41�3T3 4 6'(T ��'`�gl ,',€i�v-25'-0" = ° 25'-0" 25'-0" 25'-0" 25'-0"-{-25'-0" 25'-0" 19'-0tpft " CD 1 4fr11�J' 0 1 -43T1 4 y J �• �n �n -0.- � �-1 ri �� CD 2 9 0'-0 7184;g8 v 1 v va1,44T a�F� W+ 2 3 5i�4 �P2l80 1 42T 0 1 � �TQE2aID824E1„ 6E3608416-®IE29084"45P]2 - 94 o 1 9;✓ Dimension Key � T (11 1'-0" J1 [2) 0'-0" 22'-0"+22'-6" 28'-6" 22'-0" _J [31 5/16" 1 [41 2'-0" 95'-0" (5) l'-1 1/2" Denoted with rectangle �+ ROOF SECONDARY PLAN i J JVP REF., Shope Name = NEW MANUFACTURING PHASE 1, Shopr Name = NEW OFFICE �. UNLESS NOTED, USE 1/2 DIAMETER A-325 BOLTS FOR PURLIN LAP, THE VP ENGINEER'S SEAL APPLIES Building Code: 97UBC PURLIN TO FRAME, FLANGE BRACE TO FRAME, AND FLANGE BRACE TO PURLIN CONNECTIONS. VPN AND LY TDESIGN O THE WAND PERFOORK CRMANCE Live T OF Load: (Not Reducible)Uplift 00 psf - - - - ROOF SECONDARY PLAN J SEE JOB DETAILS FOR BOLT LENGTHS REQUIREMENTS SPECIFIED BY VP. Coll. Load:Gravity 7.00, Uplift 0.00 psf THE VP ENGINEER'S SEAL DOES C(klM6RCIAL PACIFIC COMPANY 2. WIND, FLANGE, AND PURLIN BRACING ARE AN INTEGRAL PART OF THE ROOF STRUCTURAL SYSTEM Wind Speed: 80.00 mph NOT APPLY TO THE PERFORMANCE AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. OR DESIGN OF ANY OTHER PRODUCT Wind Exposure: B ACS NORTHWEST INC. REMOVAL OR ALTERATION OF ROOF BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. OR COMPONENT FURNISHED BY VP Roof Snow: 25.00 psf - - - ___ EXCEPT TO ANY DESIGN OR PER - Arlington, Wash�IIgCOR FORMANCE REQUIREMENTS Snow Exposure Category': 1 VF' 9UILDIt7G5 SPECIFIED BY VP. Seismic: Zone 3 .. - ACS Northwest Inc. ' J Building Use:Standard Occupancies 2,0 O FL NTS VP Buildings, Inc. 3200 Players Club Circle Memphis IN 38125 1/6/2000 11:59:13 'ACS NORTHWEST INC..VPC Part Mark Key (1) JBC1 (2) 001J0705014 (3) DHC0304017 (4) GCC072084 (5) GFA106 Denoted with hexagon A D --T 40G2301016 OG2301016 o M 1 40G2204416 i D7 rn v 90G2301016(Typ. ) 90G2402416(Typ.) 20G240701, -01C2111416 01 1416 OIC2305416 J01G2105416 01G19 6 JQ 9 Dimension Key [1] 3'-8n [31 9'-4" 3'-4� L n, 91-4„ [4] 3t-611 1 1 12'-0" Denoted with rectangle 22'-0" 22'-0" i J66'-0" J SECONDARY ELEVATION AT 1 VP REF., Shape Name = NEW MANUFACTURING PHASE 1, Wall = 1 1• UNLESS NOTED, USE 1/2 DIAMETER A-325 BOLTS FOR GIRT LAP, GIRT TO FRAME, THE VP ENGINEER'S SEAL APPLIES Building Code: 97UBC _ FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. VPN AND TDESI6NO THE WAND PERFOORK CRMANCE Live Load: (Not Reducible) 20.00 psf _T F - SECONDARY E LE VAT I ON AT 1 J SEE JOB DETAILS FOR BOLT LENGTHS. REQUIREMENTS SPECIFIED BY VP. CO11. Load:Gravity 7.00, Uplift 0.00 psf THE VP ENGINEER'S SEAL DOES p 90.00 m h COMMERCIAL PACIFIC CCM:--NY 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTUnAL SYSTEM AND Wind Speed: p NOT APPLY TO THE PERFORMANCE SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. OR DES164 OF ANY OTHER PRODUCT Wind Exposure: B _ _ �^ ACS NORTHWEST INC. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. OR COMPONENT FURNISHED BY VP Roof Snow: 25.00 psf "_- ----:__-- --: EXCEPT TO ANY DESIGN OR PER- _ - - _-- -_-_ Arlingt0h. WAshtngLo(: FORMANCE REQUIREMENTS Snow Exposure Category: 1 ��=_` `___ __-1_ - VP BUILDINGS SPECIFIED BY VP. Seismic: Zone 3 ---' ACS Northwest Inc. Building Use:Standard Occupancies J v NTS _ 2 0 p F V? Buildings, Inc. 3200 Players Club Circle Memphis TN 38195 7/6/2000 11:59:29 "'ACS NORTHWEST INC. Part Mark Key (1) JBC1 (2) O5CO2O7416 (3) O5GO2O7416 (4) O5CO1O7416 (5) O5GO1O7416 (6) O5CO5O1416 (7) O5GO5O1416 (8) GFA1O6 Denoted with hexagon - I l ' 1 16 O 5G2411416 05G2411416 - - 5G2411416 05G2411416 O5G2411416 O5G2411416 O5G2411416 O5G2411416 05G2411416 05G1811416 = 05G1811416 05G2411416—�=0 — I o6, 8 I` o u1 o s N 8 s 05G24O9416 y yf 05G24O9416 8 8 yfo O5G24O9416 1� O5G24O9416 8 1 2 q �^ � 8 05G24O t1 0 1 8 � �� F,lC130541. 001 � � ��1 8 7 0541 7 805GO8O7 0541 50541 3 ' 88 0 2 05C24O9416 �O5C24O9416� 05C24O9416 O5C24O9416-O5ICO8O74O1]EC13O541 4 05C24O9416 og05C24O9416 05C24O9416 �O5C24O9416� 6 O1C13O541 � 6 05C18O9916 O5G18O9416(Typ:015G24O9416(Typ.) 05G24O9416(Typ.) O5G24O9416(Typ. ) 05G24O9416(Typ.)�05G2409416Oo 0SG24O9416(Typ• ) O5G24O9416(Typ.) 05G24O9416(Typ.) 05G24O9416(Typ.) 00o5G24O9�6o!-01G18O9416(Typ�) 0 0 V'o 'o —t ____8�__ L _____ ___-__ __ v - _ - I I I 14'-0" 9'-0+14'-0" I 51-(, 141-0"-5'-6" 11 ' "—#-25'-0" 25'-0"�-25'-0 1-2-25'-0"� 119'-0"19'-0" 25'-0"�`-25'-0" 25'-0"—�`-25'-0" 25'-0" 25 -0 l r I 290'-0"— -� SECONDARY ELEVATION AT A JDimension Key [1] 1'-0" J [2] 3'-8" (41 7 1/8" [51 3'-0" i [6] 2'-0" [7] 3'-6 3/4" Denoted with rectangle JVP REF._, ShApe Name = NEW MANUFACTURING PHASE 1. Wall = 2 1. UNLESS NOTED, USE 1/2 DIAMETER A-325 BOLTS FOR GIRT LAP, GIRT TO FRAME, THE VP ENGINEER'S SEAL APPLIES Building Code: 97UBC _ - .---_. __ ONLY TO THE WORK PRODUCT oe - S E CON DARY E LEVAT I ON AT A FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. VP AND DESIGN AND PER Live Load: (Not Reducible) 20.00 psf J SEE J06 DETAILS FOR BOLT LENGTHS. REQUIREMENTS SPECIFIED BY VP. Coll. Load:Gravity 7.001 Uplift 0.00 psf THE VP ENGINEER'S SEAL DOES Wind Speed: 80.00 m h COMT�E RCIAL PACIFIC CJMFANI' s. WING AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND NOT APPLY TO THE PERFORMANCE p p SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. OR DESIGN OF ANY OTHER PRODUCT Wind Exposure: B - 1ACS NORTHWEST INC. WOW OR COMPONENT FURNISHED BY VP Roof Snow: 25.00 sf - --- REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. P - - - A[lt ngtc^. Woahingtl r• _.v -_ . EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS Snow Exposure Category: 1 F 9UILDING411 2.0 SPECIFIED BY VP. Seismic: Zone 3 ACS Northwest Inc. Building Use:S. dard Occupancies --, . —`� -- - - re "'-- - -NTS - �+ VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 %/6/2000 11:59:32 ACS NORTHWEST INC..b'PC . i Part Mark Key (1) JBC1 (2) 001J0705014 (3) DHC0304017 (4) 005J0405014 (5) (6) 05CO107416 (7) 05GO107416 (8) 01CO205416 (9) 05CO207416 (10) 05GO207416 (11) GFA106 Denoted with hexagon 1 16 05G2409416 n ^11 0 �i'- 056m8098@BgT�p @r5604094@®gTfs �9�0H4@6qT� 9g094@6gTfi ) 05G2409416 05G2409416 - �, w 1 1 io v 05G2409412 v 05G240�9415-05G1�80941060(T al 1 - n [3Hk+4d00��G08074 , 05G2409412 ,._, 1Qr, r•, �. M ot� 0 o d' _o I o^ DH94090,1�DH.�9$06017 ro Q 1 1 �q- Q5C240941b 05C2409416 05CO807416-05C2409416 05C2409416 05C2409416 6 c b 9� Ob`r 05G2409416(Typ. ) 05G2409416(Ty ��o 240094416�05G2409416(Typ.) 05G2409416(Typ.) 05G2409416(Typ. ) 24 9-43� i > r, o �25'-011--25'-O"- '-8" 7 14'-0"J9I-0.1 9'-0" 9'-0" 14'-0`119119 0 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" I 1 290'-0" , SECONDARY ELEVATION AT D Dimension Key [1] 1-0" [2] 31-8„ [3] 3'-9 1/4" [4] 3/4" [5] 6 3/4" [6] 3'-6" 1 [7] 3'-4" [8] 2'-0" [9] 3'-0" Denoted with rectangle VP REF., Shape Name = NEW PLANU FACTORING PHASE 1, Wall = 4 (. UNLESS NOTED, USE 1/2 DIAMETER A-3'S BOLTS FOR GIRT LAP, GIRT TO FRAME, THE VP ENGINEER'S SEAL APPLIES Building Code: 97UBC ONLY TO THE WORT: PRODUCT OF SECONDARY ELEVATION AT D FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. VP AND DESIGN AND PERFORMANCE Live Load: (Not Reducible) 20.00 psf - - 1 SEE JOB DETAILS FOR BOLT LENGTHS. REQUIREMENTS SPECIFIED BY VP, Coll. Load:Gravity 7,00, Uplift 0.00 psf - J THE VP ENGINEER'S SEAL DOES p �U m 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND Wind Speed: ph COMMERCIAL PACIFIC COMPANY NOT APPLY TO THE PERFORMANCE SHOULD BE PROPERLY INATALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. oR DESIGN OF ANY OTHER PRODUCT Wind Exposure: B ACS NORTHWEST INC. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. OR COMPONENT FURNISHED BY VP Roof Snow: 25.OQ psf EXCEPT TO ANY DESIGN OR PER- _ FORMANCE REQUIREMENTS Snow Exposure Category: 1 - ACS North WashiflgC O11 VP BU'LOItiGS ACS Northwest Inc. SPECIFIED BY '✓P. Seismic: Zone 3 - _-- Building Use standard Occupancies NTS VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 7/6/2000 11:59:38 ACS NORTHWEST INC..VPC Part Mark Key Non-Std Secondary Part Schedule (1) JBC1 Part Thick. Depth Lap (2) 001J0705014 001C06024160.0650 8 1/2" (3) DHC0304017 (4) 005J0405014 (5) 001C0602416 (6) 01C0602416 Denoted with hexagon I f., L � v 40G2301016(Typ. ) 40G2402416(Typ.) 40G2301016(Typ.) DH0900017 OIC2111416 01C2111416 `o d i I i 1 CD c' i N N H f' h FD h U7 � CJ CD I J 1G2405416 " o1G1911416 0 Dimension Key - (11 3'-8" [21 3'-9 1/4" [31 4'-0 3/4" L 91-01, 6'-6" [4) I'-0,. (51 3'-4" 22'-0" 22'-0" 22'-0" [61 2'-2" [71 3'-6" 66'-0" Denoted with rectangle SECONDARY ELEVATION AT 16 VP REF., Shape Name = NEW MANUFACTURING PHASE 1. Wall = 3 1. UNLESS NOTED, USE 112 DIAMETER A-325 BOLTS FOR GIRT LAP, GIRT TO FRAME, THE VP ENGINEER'S SEAL APPLIES Building Code: 97UBC ONLY TO THE WORK PRODUCT OF SECONDARY ELEVATION AT 16 FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. VP AND DESIGN AND PERFORMANCE Live Load: (Not Reducible) 20.00 ps- - - - SEE JOB DETAILS FOR BOLT LENGTHS. REQUIREMENTS SPECIFIED BY VP. Coll. Load:Gravity 1.00, Uplift 0.00 psf THE VP ENGINEER'S SEAL DOES CoMMEFC_AL PACIFIC COM:;;N"_ 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND Wind Speed: 80.00 mph NOT APPLY TO THE PERFORMANCE SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. OR DESIGN OF ANY OTHER PRODUCT Wind Exposure: B ACS N=�:::WF:ST INC. OR COMPONENT FURNISHED BY' VP REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. Roof Snow: 25.00 psf _ EKCEPT TO ANY DESIGN OR PER- � � A[llnq.3i.. WeahLngtor. FORMANCE REQUIREMENTS Snow Exposure Category: 1 T SPECIFIED BY VP. Seismic: Zone 3 ACS Nor-hwest Inc. Building Use:Standard Occupancies - .. i'o NTS VP Buildings, Inc- 3200 Players C1uL Circle Memphis IN 3al25 l/5/200n 11:59:36 ACS N=R-HWEST INC. VPC Bracing Member Schedule Part Description Design Lgth PPBX001 3P 6" x 3/16" fig - 0.1345" x 8" web 22'-6" 01KBD03112 2L 3" x 3" x 3/16" - 3/8" Sep 3'-ll 3/4" A325 Bolt Schedule Id Qty Bolt Diam. Bolt Length 1 4 3/4" 1 1/2" 2 2 3/4" 2" Denoted with circle 1 o�'1yL 4cJGL 416 ����0 1 90G3008416 40G230101 90G230121u O o � 1 r'1 Cl) � I V .1 . 2'-0" 22'-6" 28'-6" 22'-0" 95'-0" _1 SECONDARY ELEVATION AT G ` Dimension Key [11 0'-0" [21 10 13/16" Denoted with rectangle 9 VP REF., Shape Name = NEW OFFICE, Wall = 1 1 -. UNLESS NOTED, USE 1/2 DIAMETER A-325 BOLTS FOR GIRT LAP, GIRT TO FRAME, THE VP ENGINEER'S SEAL APPLIES Building code: 97uec SECONDARY ELEVATION AT G ONLY TO THE WORK PRODUCT OF A FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. VP AND DESIGN AND PERFORMANCE Live Load: (Not Reducible) 20.00 psf SEE JOB DETAILS FOR BOLT LENGTHS. REQUIREMENTS SPECIFIED BY VP. Coll_ Load:Gravity 7.00, Uplift 0.00 psf WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND THE VP ENGINEER'S SEAL DOES Wind Speed: 80.00 mph CCMMEPCIAL PACIFIC COMPANY NOT APPLY TO THE PEF,.RFO-CE SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. OR DESIGN OF ANY OTII ER PRODUCT Wind Exposure: B -- - ACS NORTHWEST INC. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. OR COMPONENT FURNISHED BY EXCEPT TO ANY DESIGN OR PEVP R- Roof Snow: 25.00 psf 1 FORMANCE REQUIREMENTS Snow Exposure Category: - - Arlington, Washington VP 97ILDINGS SPECIFIED BY VP. Seismic: Zone 3 ACS Northwest Inc. Building Use:Standard Occupancies NTS �� VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 7/6/2000 11:59:43 -'ACS NORTHWEST INC..VPC ' ' | alum J.1". Mm 7K it VP REF. THE VP ENGINEER'S SEAL APPLIES Building de: 97UBC 7N-7�- / R D SIG14 F ANY THEIR PRODUCT Wind Exposure: B 0 R CO PO ENT FURNISHED By VP Roof Snow: 25,00 pSf EXC EPT To ANY DESIGN OR PER- Snow Exposure Category: 1 SPECIFIED BY VP- Seismic: Zone 3 Building U—Standard occupancies — players ',°'... ^—AND SIG AND PERFORMANCE Li— Loa REQUIREMENTS SPECIFIED BY VP. Coll Load:Gra—ty 7.00, UpliEt 0.00 Psf COMMERCIAL PACIFIC COMPANY THE VP ENGINEER'S SEAL DOES Wind speed: 60.00 ph -- ---- V _— _ ����� �� ,,"" --% 1 Oy s o�' �4 U � I 22'-0" 28'-6" 22'-6" 22'-0" 95'-0" SECONDARY ELEVATION AT D 1 VP REF., Shape Name = NEW OFFICC, wall = 4 THE VP ENGINEER'S SEAL APPLIES :a:Fk.::v., :r__•^:v.:.=.e:s_-..==-:_.=_:_. 1. UNLESS NOTED, USE 1/2 DIAMETER A-325 BOLTS FOR GIRT LAP, GIRT TO FRAME, ONLY TO THE WORK PRODUCT OF Building Code: 97UBC FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. VP AND DESIGN AND PERFORMANCE Live Load: (Not Reducible) 20.00 psf SECONDARY ELEVATION AT D REQUIREMENTS SPECIFIED BY VP. Coll. Load:Gravit 7.00, Uplift 0.00 psf SEE JOB DETAILS FOR BOLT LENGTHS. THE VP ENGINEER'S SEAL DOES y -- WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND NOT APPLY TO THE PERFORMANCE Wind Speed: 80.00 mphF�_.._,r._,,-.xtas. COMMERCIAL PACIFIC Ctklr^AX'i SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. OR PEStGN OF ANY OTHER PRODUCT Wind Exposure: B _--� ACS NORTHWEST INC. OR COMPONENT FURNISHED BY VP iCtiT�•:-m�ti,-M u �m- - - REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. Roof Snow: 25.00 psf ---_ _____==_a;e, w-__ - ---_ - E.\CEO TO ANY DESIGN OR PER- - - - '--_--'- _ -_ - TORHANCE REQUIREMENTS Snow Exposure Category: Arlington. Washington SPECIFIED BY VP. _ `"c "_"�E=`=w—;"-- ACS Northwest Inc. flUILU1 NGS Seismic: Zone 3 ------- --- ---- ----- ` Building Use:Standard Occupancies =a---H, _=rs�-F_--------- ------ ` - of ----- _ NTS VP Buildings, Inc. 320U Players Club Circle Memphis TN 38125 1/6/2000 11:59:50 ---"` ACS NORTHWEST INC..VPC y D C:) Dimension Key [1] "_0" Denoted with rectangle 181-01, 171-0' 36'-0` SECONDARY ELEVATION AT 1 VP REF.. Shape Name NEW OfrICE, Wall - 1. UNLESS NOTED, USE 112 DIAMETER A-325 BOLTS FOR GIRT LAP, GIRT TO FRAME, THE VP ENGIREM'S SEAL APPLIrS 0 Building Code: 97UBC ONLY To THE WORK PRODUCT SECONDARY ELEVATION AT FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. VP A14D DESIGV AND PERFORMANCE Live Load: (Not Reducible) 20.00 psf SEE JOB DETAILS F R BOLT LENGTHS. PEOUIREMENTS SPECIrICD BY VPI Coll. Load:Gravity 7.00, Uplift 0.00 pst 0 THE VP ENGIREF.RIS SEAL DOES ,ind Speed: 80.00 mph COMMERCIAL PACIFIC COMPANY 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL S�STEM AND Not APPLY TO THF. PFRtORMAHCE. SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEET�. OR DESIGN OF ANY OTHER PRODUCT Wind Exposure: B ACS MMTHWESII INC. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. OR compo"ENT FURNISHED BY VP Root Snow: 25.00 psf �:T� .4: Arlingtob, Washington EXCEPT TO ART Dr3IGN OR PER- Snow Exposure Category: 1 MRMANCE PrQUIREMENTS SPrCIrIED OY VP. Seismic: Zone 3 ACS Northwest Inc. F—En 2.0 -F NTS IBuilding Use:SLandard Occupancies VP Buildin. T 12,in pj.�, Ciob Circle Mephi� TN 38125 7/6/2000 11:59:56 1: ACS NORTHWEST I NC--VPC � D I Dimension Key (1] 1'-01, Denoted with rectangle 18'-0" 36'-0" SECONDARY ELEVATION AT 8 VP REF_. Shape Name = NEW OFFICE, Wall = 10 THE VP ENGINEER'S SEAL APPLIES -- - - -- --'� 1. Building Code: 97UBC UNLESS NOTED, USE 1/2 DIAMETER A-325 BOLTS FOR GIRT LAP, GIRT TO FRAME, T OF FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. VPNAND DESIGN WAND PER FOCRMANCE Live Load: (Not Reducible) 20.00 psf c _--__ - SECONDARY ELEVATION AT 8 SEE JOB DETAILS FOR BOLT LENGTHS. REQUIREMENTS SPECIFIED BY VP. Coll. Load:Gravity 7.00, Uplift 0.00 psf THE VP ENGINEER'S SEAL DOES ----------- = - - - -- 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND NOT APPLY TO THE PERFORMANCE Wind Speed: 80.00 mph _-__--__ "'- - "- ' COMMERCIAL PACIFIC COMPANY SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. OR DESIGN OF ANY OTHER PRODUCT Wind Exposure: B ACS NORTHWEST INC. OR COMPONENT FURNISHED BY VP - '-- --- - _-_ REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. Roof Snow: 25.00 psf -- ____ EXCEPT TO ANY DESIGN OR PER- - -- - _ FORMANCE REQUIREMENTS Snow Exposure Category: 1 _ - - Arlington. Washington yp BUILDINGS SPECIFIED BY VP. Seismic: Zone 3 ACS Northwest Inc. '.•t•':t. �� Building Use:Standard Occupancies -``yJ, _,,; NTS VP Rnilrii—. Tnr. 3200 Plavers Club Circle Memphis TN 38125 7/C/2000 12:00:02 -'ACS NORTHWEST INC..VPC JN ACS Industries, Inc. 7=i� A PORTION 01 �fHE SW 1/4, NE 1/4 OF SEC. 159 TWP. 31 N., RGE., 5 E., ,, #M. J CITYOF ARLINGTON, WASHINGTON 'a>A I sa Loathe WT/13,Oft Amme W- kfhgtmt Ya VM SNe Slu 337 Arrr W I Ytpavinr r[mm 1.83 Aar(54�PmwMXM One -Z brpentar.SArfteee 242 Anse(72Xj Ffase TWO r.c A , >V t 1 ; T)ps of 0mAmxlfom Type 2-N -Z f tr 10' � Bulldog 34'-3'prot+dsd(so'dlo.�le) Sep stser Joe&M N 86 5g 4r Faiay. 6ny F-1 •AHHL� o ...cars uewp ate'--© 4 b,FAM of ! ! Oflke Orap B s awe TO e+or O 1 1 t se' to rst �sly OrATparw-T sepaatlare a ® eevem.erA� �-► LAND6CA"e tr i1tl14� 0f6cs/Tactory Design.het fa flap L F-1. No sepaatkn F ,aa / a-4s BB :ao.rArs► Exterior sal ow apnh9 p rg t'rfNrrr• j ; ; : ( / ! L=27.62 parPs table 3-& 20'mhhteo eep wo ratbt prodded m all+ides,no ep.cld GRAPffiC SCALE requterrtsnte for exdrlor d/opnhQL m hnrm AlowbW Tr*4 01sim a Per Sedum 10042.1 ra r "T ME worshouss Per St.10%21 nots 1. .xa*Lm doKbk bawl det m-20C WVDRAKr ofloe per Section 1OW2,1 note 1,rremdnre stowable tM dstaw-2W L.AY rffa) 6- M R Dwgy Cods NsOW koft to med Kw*t Ke Pdh ! 1 { MIAAW36MWW" � Tt NR�t4RAWa'MMA9 i O CRYdMhon22" Mrd)d 2arrtrq of prepassd rtc ID(bbu.trid) IdUt QUw+JNl PAAX I a=JPAC>Ee � � � ' Bulotitq Ube* 25'Fran Yard Reµrtsd C1 W Row Yard Rsgt test, ms Q 20•Side Yard ar rn rrr a I 0 a _ I TAW PAD H _ ATcwAae QQX}fy{7r :. uNC. � 3A1�0 sGLFT PHASE 1 PHASE 2 etetta.1rNs Awa rLY \ - y 9 C 5 Foe-ralaW s)rbmc Pltae me-Narrsgrirded F1re-rebted sl.temz Phase one Ma-iM+llod �S - cete7Ksnw Daaleealu000R A(LTO aAwDAeDr!DCA:>te- � g � pA b-o emc Phoe ho 3A8+eo fL eao PrvAdid Anw WAa 41 Pre+ Am 4 — t� Y' (LOIDeYiePAOFb:t3) axwa— M��A CTURM a . •::s.s�• r-AL A1bsWk Ana: DOOR Tyr 19J10 BGirFT Bass dog"per tdab 5-•B: bass doable am Groups •tUAOO 4 R Boss dleeobls Per table 5� craw dlosade avow Grails B-1UM sq.R aese s s i a 6 w _ ---AT GRAPE D bw owls armGroupsF-1-12000 s4 iL boss dlormr arm Crowe F-t-12000 sq.R o eoas�e — :..�S�l-LZ'i'J T Area hareoess Pr Section 506.fZ esaavfian pro+faed an Ww tfdee. Area tnaeo.r per Ssetkwmw U of(r mir at lr)- m Wee eidee, S IK side 57-Inoso 2-%of(Sr mhw 20-2-5 r 37-92.'S1< 14L sNe 5T-bwmr2Sf d(57 mbwe 2JY}.25 a 37-92.SS Psr Swbm W4.3: the/oar aeo rorike court be ler thm or d"to 1.0 Per Sectim 504.1 the boor ww ra11m mwt be twos em or sawd to to $to" ' ( (p11be Am)142D + (Yoni4odrrin9 Am)19,140 Alraeable kw(prre one)-23,098 aC A1ombio Am r1.95 1 nmwE nuae t 1 (AAosabr Ano)12t10(ht 95 ( )12000 Area tra.asw Per Sedim 505.5 Wjd.•baema Ores tiros for one star tl3voa war st+Rx�e rtANUFACTup" 1 .1462 + A79 .9641 AMoeabls bold area(pha.s two)-tg 2W mR Nmwe } j srAwra AraA AREA raim MR = AYorabr Ana-23 098 AL ProMded Ana(ow two)-41,410 at 0 s en�rsAslr _ r 1 COO"-PAD a R� I PrANA Am-22,560.t �rTu4er 7( AT FWASE 2 r) s ------ -----4---____-----{ � ��� Ua,alxbrbw(2 ver 1000 ea/R)-7s9a Rwui"tet TI PraAa«1 --------- --- Oflloe(16 per loon sq/Il)-12.31 RegAta.13 Pmibea C X. f ------------------ Youbeon*q t0oo a/ft)-36.2 Na0*a4 3q rin,eded _ ` --- — - ( otke(a6 W 10M sq/e)-1231 Rqutsd.13 ProAdod Total RPro sol s�-" o e Q, 1 tt WAS�►AD y 7 Told R,I' Spoor-32 "r Y / ; tUTUMP1 3 et ` t Told Pro�ld.d SPA- loco Exist and hepoeW Mea: / •_ C - "A41PALtrseG j ' Rwosea An¢ 3,420 s4 R 016a,37,f190 e4 R Mtarsrbebrti9 .00 AWAryl.enw•r t Total prt;, ono-41,410 s4 R fS. 1 i t 1 1420 s4 R Ortice.19,140 s4 R MaeAoehrtg ' Total proposed aso-22:560 s4 fl. ---' -100 s Eq- - r --------- -- t Occ,pa,1 iooee Tdi.10-AMallatodur"s4 2DD /oocpmt Eqr— C C N .- t bode I"i0-/e Ofies 4 R/ocnAomt � 5a4 Y - ---i ao tem.raRAoa hat� ----------- - Uarw1xh,Fep-zoo e0 R/atepmt 1lftks(3,420>R ft.) -35 oeaprb m t 3 019 ¢ oe 3.42D fL -35 arrpmb •mdrq(3700•l.N-190 Om4nts Ci o '- - N-�troirrceo YarsrfnWYg tY,14o r4 R)-9/ampattr Told tkssgmb -225 awagnts a 0 a + Told Ooupmb -121 ocapmts Mhbmrn R•P+hd ut weft Per table 109 dt Section 10032 (Mamba of ooeepmts/Nu,,br of sib):.2 0 lirtrern Rq,rtrsd E>!1 TIdA Per Ube 108 R SsdMm 10012 • '• \ N S,{ 0r E - • (Nrrrtbsr of aenpmN/lsrnber of rdts)x.2 Oflm(35)=.2-7 hchms(ebat prodded 72) Z x 011ke(35)x.2-7 how(.an potkrd 7n wnrbebrbg(190)1.2-36 ttdtsa(eidbt ptneldest Ion an 99 Yuiaa4rbg(91)s 2-1li.2 Yidrn(eddtlr proMded: f06') rhWun Psmbttq Roves Tabs A-29-k Q M Ihtetsrn PM.nDtq Ftsbrw Tatie A-29-k cmkCbrirp 0�7-t per ZOOO sq/It-1&99(10 rd%9 Femds) wormlot4Attq 0onvowy-i tM 2t10o q/rt-9.57(5 Nd4 S Feride) OBtae a Re* 7-1 Par eq/R-171.41(9 rda 9 Fwnds) prim 0ao(porq-1 pr 200 sq/ft-17.t(9 HaK 9 Ferrtde) F6d�aes "'1layfocM..-1 raM t Fsmde NOTE. -1 war.1 Frnols Offke- 1 rde,1 Femde e rDMene Reputed-1latubenrMp ne rmanM�o-eOOT WE-WHtAOE LArcer r[AfteA 0 PLACM-AMIkLY WNW nE aeaT Oflce-1 Nds.1 Fsmoe Fbtbres Provided-Yamlool rip=3 Mort 1 Female(h oMM) Pq>VF (3-N V!FMA P0016660H TO UK 4- FW 6 R W-CF-YAr UM 6RMRED by ne PELC OffleO-1 rdR 1 frnW R v b i ua>sas DRECTat My x xao ME Devtt-O.plt A3QCUM&b ALLC oY OW41-a iK nea•ecn FbrWres Roeldsd-tlarsrkcbrbiq-3 Yds 1 Frosts(in o}M) uety•A(PrALLY"LOOATM TiE roam reearAOE L.reDeritr!AFWA AMC onL MAMA►r tK Oflm-1 Mich 1 Fernds so" A.Noted LAF"CAE AREA A=OFDM TO Crrr OTA1DM" T Dupw6 PMVPW ,e+ry;Ws' T�y:i Drewni PD�,.Kef !c Ems' P Cr+ PM MC D.t- 41/u/00 Job M. 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