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Home My WebLink About18821 CROWN RIDGE BLVD_025144_2026 )INSPECTION REPORT • Permit No.: o Z 5i44 Lot #: Address: 188 2, 1 C_tL-6 Contractor: As D P� • Owner: Date: i L—i 9—o 7 APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. � �a C�u,J•� ,fir� Inspector: Date: /Z—1 S-07 TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: 'NSPECTION REPORT ¢ti1N G TO Permit No.: C z 51 Ll Lot #: Address: I Pff 2-1 C_VL g Contractor: a4s.� 9 0 Owner:_ ING� Date: "'7 ❑ APPROVAL ''PARTIAL APPROVAL ❑ VIOLATION WCCORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Ooo-i1 N d i— /'u i3 tF- 43 L-o (A-C-2:;) 'n c�✓ "V;,>r-u it 1 c,0 T,S i N CZ,rLr-s L'y Lyn -v h l 4 ro LL c'rL � r y PoV 1 Q4 SZo L,w-n>..j ;=Gc - %ArLI s/ 5;"j- LN O7 J �O/VC C4)"i itiW r ��l7 Ee/&C TV'5 i"J ;-ALAra, AA(4 ) �b�L16 ti1�l.L 1�D0 W t'Ol��.5 � '�L� Oi°I3/y.S LsRL�� Inspector: Date: 0-0 7 TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: p11"* INSPECTION REPORT q o° 4tiZN GTO Permit No.: ©'z 5'yy Lot#: Q Address: ( S%z.i Cr.6 Contractor: R S 2) ems, �4 Owner: ^' z53 So vi 10 IN C' Date: —As-o-7 ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ,iX CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. /N'SSS7'n4 - ,jj:z&am /ry IA)&rA-V— L-AM-5 5 ✓} - 4+9LJ✓h 57M79, 4:FX1.S T� AT C k4v,YZ- 2aL rv` l )is'f�n_ 2N� �jT ,,.� S 16..1 Air 1�.Xguj'j4i AYLc39- _��.o r►n ["1 R,c�sS Li f�-n..K, 711A-r 5, ria4 c' �ti1T'b'tb,R�r!_ry��1Li'SS L..y�.f-nn177 I�G7� F1-Lwi,.�c'?7 TO (j� Ns7Y�t-ram ��7�, .✓stir 7'0 Rz'r A-1 or 1,,J e-,--,r w/ e/4w/� Inspector: SL'-77- Date: S-3c3a7 TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in 91 Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: �« a INSPECTION REPORT 0 G 14 VN G rO Permit No.: Q 2 1 Q4 Lot #: Q4r Address: /6S 2-1 c Contractor: Owner: /� I> ",P P.,r.- �T N G Date: -7 -°-7 ❑ APPROVAL ❑. PARTIAL APPROVAL ❑ VIOLATION CORRECTION REQUESTED Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. w ►o Dry�iz fiz S i D C ,� �E S Tfi 6 c� OZ-t91mas "46S a 12-t.-F y'r�-jT Awe_�p MIcs k3N5 t'1A er L-)tY A-T' W s4 oN9 ram+-calr ST7*16 c' _&XA)e10 00'i , >=t�` c,a-P N►,5S,n11� f �i.�B�,2' ��S r,�,c.c� L.1 Soh R.�,.,r,.�. '-rvP �L¢ywu,�cf c.�✓�- �,i,voM SpJ�-1.Jlc t,�`'n.. w,-sv- 'Dµvr' SH p'00rL ' Per Ar �3rt.,p��S Daorc Inspector: Date: 5- 7-01 TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in J�4. Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT , � N ¢tit GT0 Permit No.: 07 5)`I H Lot #: Q' Address: 18Yzi c-0-6 Contractor: O Owner: �L 5 fl IN G Date: ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION CORRECTION REQUESTED corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. 113 5 r*%A - t"i C44-P ew gntg�c G/4�LS �L1 S a C=S r1>✓ c taTw.�t.ttS iU C i r'h.J T7 J tJ 1'J`'! ��J�' i�- d�rtPt31Z� �1Lc.r� �SP6LtN/L f�'1;9�'DS �r 5iY1ak�� ,vt Ov a T � t►z� c�5 r, nt 4 _r,s:r-�,c.. �?� �l-�tw�� S!D� TAP Gfg'T'w✓�vtL FI��Gt4-wylL 'i�sn)E-jryu9?10�5 i�(Lc Gt�t1�L/[� T7+Tt2 4�c`L` ro P F c;v � Zo Drtjw �— i2.�� n,w. S o 3 12t�W Pn vi AT- Dnces Zo 3 )A) 14 LLf LY7C t�WZ 'i�CN tTJLt�iT7G� S 2.;n Zc>"� -tp� flit " crauLJc Inspector: C��-�" Date: 5 1—b'1 TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: ) INSPECTION REPORT pp 1 ¢ti1N G TO Permit No.: o z `;f Lot #: Q Address: 1882-► c.rus Z Contractor: 9s, ,SO Owner: Prs IN Date: A;--) -0'1 ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION C ,,,CORRECTION REQUESTED cw�Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. 2.%c.'r !_-enW'la'-'(l, Orr- 'n'00P P6N ' nq r�onl S rJ1(L T-0 L a%AJ_%hL I N S 77)-1,` O V T-/ CU T*j K, L-L,l_ LOZ_j-e I nl S T74-LL- e'TJ 7"_eT G.c✓eve- LJ to Aqk- 42).-MrMf off- 'Dna25 w S ) n o SLnnT).rJ!, 5 c a t- Pc-"eiyLi4m o-.l 1 nl CV7 t-/,0 r c ezZ G /017- FI 2G�L�9�.d.lL C A-4 Ou► r 5 i nl�5 t?VIA - f f7gv�J 0/�.f�-�L A� `6l.I L��-.S 7ti1P� /^I A'4.'I fl'T0"'A k4' 1- 1%3- Glri.r / A&.) P;Ftj /.nl:o sic.C-L,14 /Lan Inspector: �,-ze- Date: 5`7 -a7 TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT iio Permit No.: Qz 5Jwq Lot #:Address: �AContractor: Owner: �9-s 0 Date: 5-7-o 7 ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION P( CORRECTION REQUESTED Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Q,10,0,4 4 IAT ate. u N b 6_X c.a-rc� sg2,,A kLe-)L t-h�v s 4 I o 3 Ca 103 x4:-_5.s 12 AT-y4-w!--L, L..t 4 N-n j G, To 6 a ru—S;y-.0 or _rr�c.,a� ��-ti.c.4-� '4-�atiov►�-� Inspector: rt.e - Date: 6�-7-0'7 TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: 951 )WECT10N REPORT ii ?' Permit No.: aySI Lr�( Lot #: Address: IASP 2 I c4z?a Contractor: ! �v r�ts�-�^+Owner: P�' Date: L/'/6-0t ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION AidZCORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. �1 e'U J%kI_"_ �f (�Ll�7�TYL�.yH2, '�_.,&_ v c YL.� G'.QM 02 LA'TEr a/W'?-►"iL, 4609 m,M Otx)-L 57 A'7/LS ro �J la'Lii_ l�IA�'Vl'TLJ zJ .iL L7D�� (1 7L1,$C Yk) IZ-� ur�T m �)AiNA /3sj MoR.cr 7r1/7i rv� �/� �Y'C•" �g7 S•r�Lt_ l-h�eJ to rfsr`�7�.,5 A T >��m✓u u✓n. 5��S f/� Lc�Y-��K. ��'r' S�Jt�,�11 c(�_��... ✓+� liV i� �N /�'Vl TIC n�YU trt„1 P"7 0_rD yZ4 a .-, '7l0 st L3 1 Inspector: — Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in A Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: "_'INSPECTION REPORT `) 4ti O Permit No.: olL- �5 i 4 L/ Lot#: Q' Address: I C ti,S Contractor: Ncm4-H-" IJ ems, ,S0 Owner: PA-c.._ �I N G Date: Z-jo—©(e ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION 6ifCORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in g Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: 17_0 INSPECTION REPORT ¢1,ZN GTO Permit No.: O L l-i Lot #: Address: 88 ce'A Contractor: N o run-rw is art , j O Owner: ?4-c__ .4 S _o ING� Date: Z-+ 0-01- APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Inspector: Date: 2 1 o - 04 TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical 4 Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT__) ii -jPermitNo.: cz Gitiy Lot #:Address: 'Sf .z 1 c" Contractor:GAO Owner: A4.s fl Date: 2--7_0i, ❑ APPROVAL ,PARTIAL APPROVAL ❑ VIOLATION UKCORRECTION REQUESTED Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. 04A OZ- -- ` 4 AA o &Plp2Gz�_ 4,-1 o ct:!� L. ej i4 �. > ►2«fZ . �/J S 1`�9'�-�- �A�y` P�YC►I M l�'t:Y�- �.J r YL.E�.�S �rJ µ 4�-lti.f ��n1.Lh5YL-S '�?rnOS AT Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork 6 Mechanical 2f Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: -')INSPECTION! REPORT �ti1N G?'0 Permit No.: D 2- S)q' Lot #: Q' Address: 188_I r Contractor: AJaYu�-►��s �y-.,J ems, ,S4 Owner: A-S a i A-(— I N 1G Date: J 2-Y--0 r� X APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Inspector: Date: 1-L y-0(- TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: -' C-XII i-ic_ INSPECTION REPORT 4ti1N Gl'� Permit No.: 02 511 y Lot #: Address: 89'2-i c a-6 Contractor: N Oez-�4:�-j�.iL/ 9s, 0 Owner: 'Pp c-— i4 SO IN Date: ❑ APPROVAL PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. //� STIA- Ml�t'1ti. �h'aL L 0§,- ur/2 1 ij lL1C.�1'�- �1.QTeV� L-1 p, (t�I�vPr1-- (N-P P fl.o- 'L Inspector: �-u►` — Date: 'I—t 7—OP TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing A Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION R&Ow ¢ti1N G TO PermitLot#: Address: C Z Contractor: A 11AI-5- — S� 9 0 Owner: S14IN�� Date: ! ` ❑ APPROVAL 4PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage Oinsuiation ❑ Other: ItAq- INSPECTION WE7P76T ii ?' Permit No.: Oct '-7/3/Y'Lot#: Address:Contractor: Owner: �' Date: / 0 " O� *APPROVAL ,4PARTIAL APPROVAL ❑ VIOLATION O ORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. �l Inspector: Date: _ 0` YPE OF INSPECTION REQUESTED ❑ Under-floor (� Framing ❑ Gas Piping ❑ Footing Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: Zoe INSPECTION REPORT e, ji TPermit No.: o 2- Epi y Li Lot #: Address: i YS z 1 c-f3Contractor: Ajoa rr+w rs�nOwner: PAG� Date: ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION fid,CORRECTION REQUESTED Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. n afV wra-rti .4T g4A-� w A L4 < Co,,J c�-3.S i o v.) (L,_t A--T Po&f 4-r- ,+11 d-2-P 40-Z)r- S S L'�r�- ��3v� T t�•� A-r- iA,V i S T L4,11' A-r GQ s Y-`r n Snl rz_y L4 BLS A-T 7�a� 1-a sv rS Inspector: — Date: /z TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation 0 Other: 0_.er- Ste, rYe7 INSPECTION REPORT iiIN T PermitNo.: D4 5+gV Lot #: Address: lif z- 1 C i2�Contractor: /V on, 4 wes �,J Owner:� Date: ❑ APPROVAL PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. VAIrm E, ffV Or Inspector: — Date: 2,— TYPE OF INSPECTION REQUESTED ❑ Under-floor A Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT &t, i14 T Permit No.: 04 5 ti y Lot #: z Address: /8Y 2-1• Contractor:0 Owner: A-sG Date: / z- ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION W,CORRECTION REQUESTED lrg(Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ciiKCALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. cy�.4-vc� A T .�-Ytc,•.�� r� � ,S�'l+-�.tit i, AT 4w Va-► a f4 O l tS 't')-4rt14 ��-�L I N3,A`rZT7 U Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor Framing p°�" ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: (nI car 7 eic- INSPECTION REPORT ii ?' Permit No.:�.) - S-r,1�LotAddress:Contractor: /vt1l,Owner: A ,Date: 9 S� ❑ APPROVAL AAL)ARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: 7' ' S INSPECTION REPORT 4ti1N G?'o Permit No.: 6'�-�IIV y Lot #: Address: l `- R�) Contractor: an S/is ��, GAO Owner: SIN 1 Date: ❑ APPROVAL PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor l-Framing ❑ Gas Piping ❑ Footing 21 Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry`, ❑ Drainage ❑ Insulation 0 Other: 2 f'7 INSPECTION REPORT ¢ti1N G�O Permit No.: y 2_ s i 4r 4 Lot #: Address: 00 z i c rz-15 � z Contractor: 1 aa;-cvr-;v O Owner: INC'� Date: /i'r zf-OS" ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ;lLf CORRECTION REQUESTED rOl�Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. F) wuf� :�r - SIGH r To ��S Sgel-44 rt a ✓J c�+g-z. Oa%L'o y- D t� -. -vl s �ti rt, l�.k�,�s , rJ Inspector: S z� Date: Z-1—os' TYPE OF INSPECTION REQUESTED ❑ Under-floor 2( Framing ❑ Gas Piping ❑ Footing ;� Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Stab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT >�r iiIN rPermit No.: e)d. S>yL c Lot #: Address: t9By1 e y 6 Contractor: IVvr-,-►4-,-.e-s r�r:...,JOwner: G Date: //- IS_-V5- ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. �/V.SL.t t�✓.i�T7 6�� r1-T L�TF�r+�t_ S� dJ L-� O 7G �7dcT1� SK w��n� /NJ '7yt 1N A-PP2a�.t� .(YLti,w�►c.� L�1ll I...� S�U� or Au rt7 7'aYt.r e.c.•- -yLjAvM, n:6 Cy},A/G t Liw=l/> N S TZ� Inspector: 1 Date: l/-/S=of' TYPE OF INSPECTION REQUESTED ❑ Under-floor usy ❑ Gas Piping ❑ Footing A Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage Insulation ❑ Other: d rL31, NSPECTION REPORT ¢tiZN G TO permit No.: n 2- 51 w V Lot #: 4' Address: 18 e 3 Contractor: ��, •��3 :��.,J Owner: 6s'o IN Date:Date: //- /y-rn' ❑ APPROVAL PARTIAL APPROVAL ❑ VIOLATION CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. 7)4PE— 10(l.�.ek/vY.i� fit) N'TS '"� 1� �(�t1►/�'�� t�nP__Ptwv_'S-� i J /L./G.Y!'Ll� `-Ot�C,S Inspector: �� - Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor A Framing ❑ Gas Piping ❑ Footing 14 Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT ' ji ToPermitNo.: 0L SiyLI Lot #: Address: 17� Z_ I _eh /sContractor:Owner: AS-0 Date: /J- ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. 5I oE1 _5711*1 rLw in l- PrP P&u-r= j'J . /OC. !4vcroTu�?twn_ A'i.i S' 1 lrYJ. A ILtSLC10 .4'T C_�vYf-:.J.pc�iiLS 8►nI -7ti1ZA W S l D ✓41"I ro Meta 4 o., 772 Inspector: z — Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ,K Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: r I/oL INSPECTION REPORT `-) 1;i TPermitNo.: {�— Si-&i Lot #: Address: lRRz- 1 4 XA Contractor: eVv,u74-�,,�;zxrz Aj O Owner: �sD� Date: II 7- a s� ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION CORRECTION REQUESTED Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. G-ZX0-A,,p Pn,L— S k4tiz ,T's ZD A-k_ 45 am 42 Zecr-Z-C /J6 Inspector: Date: _1/ 7—9-5'- TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing LTY,Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: Z_LD UPECTION REPORT 4ti1N G rO Permit No.: LS/Y / Lot#: Address: i7e z I LAB Contractor: `s7-ruA.1 i� Owner: .4s-0 s4jNG,�O Date: ❑ APPROVAL pd-PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. W le-w d.LA_ A-r /4PlA.�wt��3 al% L. A= Inspector: 5�AS,� Date: *Sol,, //—3—o<"' TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing W Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: '?'1<1"58 )INSPECTION REPORT ti N G TO Permit No.: ne 4,7 Lot #: Q" Address: l I Contractor: i'✓ ��+x '• Owner: S IN C' Date: ��z ❑ APPROVAL PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. ©n Inspector: Date (72J-� TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping AA ❑ Footing Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation 0 Other: �55 1SPECTION REPORT 1" ¢ti1N GT0 Permit No.: 02 si44�, Lot #: 4" Address: t P-R2 ) Cke-6 Contractor: N 6y ir H-m-i csrtye-ry 9s, ,�4 Owner: F1-S a p rcr .4ING Date: ❑ APPROVAL PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. 5t-IT`7 T 15—_�, �, ,4 r row�� /00 Inspector: L Date: Xa —z 7--O,f TYPE OF INSPECTION REQUESTED ❑ Under-floor Framing ❑ Gas Piping ❑ Footing Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage A-Insulation ❑ Other: `'i SS INSPECTION REPORT ¢titN G?'O Permit No.: 1)z 5 o-lq Lot #: Q' Address: 1,?g L I C-2 h Contractor: iu k-s Owner: S #D �ZNC' Date: i0-- ZS APPROVAL ,PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. i A'1� 's AfLa N I L �.t r'►2 M C-2..2..l4iJ 1 nl L+{ I'a-'r' (LW'O�tt S .a�✓..r �PILrOvt�+O Iry �-tn DR.ti,�..�,a'K.� �ST L,ar„j r�x. ✓�-,� ,�.� �,J►� /-�'Vlturow,u,u. Srx�-„z c PC'PPl1-i�u�o O rJ l-cg Inspector: s z sa t'� Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor A Framing ❑ Gas Piping ❑ Footing *Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: 22� INSPECTION REPORT i'Ii T Permit No.: O 1 S -f 4Lot #: Address:Contractor:4 Owner: A C' Date: /o --Z i - a ❑ APPROVAL PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. D&AjJ.I A� fPef 0*Agav%.10 nsy � S , oeF n ic A,,--T-v-mv?.4 i__Lo=,,t--Y(— WY+"— W A-i.i M S!De- XVK I D 9 r Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor JA Framing ❑ Gas Piping ❑ Footing B Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other:-_052 _'e ,. 330 "MSPECTION REPORT ¢S•1N G?'&T4 Permit No.: o z S 14�-I Lot #: Q' Address: 19912, ( e-a- S Contractor: Av �. ;,-�n /J O Owner: rs n 9s�i �' Date: a-- Lc- o r ❑ APPROVAL CT-PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Inspector: v Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ® Framing ❑ Gas Piping ❑ Footing Lq Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage Insulation ❑ Other: INSPECTION REPORT i;IN TPermitNo.: OZ 5� yN Lot #: Address: 7F 2-z I c A,' 6 Contractor: �o✓vrrr-Z,�,-SsOwner. Date: i0 - 19 - 0 S7" ❑ APPROVAL c4R<RTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Gib C311 C2W &a- C—s a-7_�Ag:j4c� Dieu ✓2t yamE Inspector: a Date: /d/9-OS' TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing J4 Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: f..z-er �41 ��-- 11NSPECTION REPORT ¢ti1N GrO Permit No.: o�L s# Lt L� Lot#: Address: i RV L i c 2-/� � Z Contractor: Owner: SING Date: ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Air Inspector: Date: /d/57-o r TYPE OF INSPECTION REQUESTED ❑ Under-floor A Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: r s ,—, p INSPECTION REPORT N G 1'O Permit No.: v z 514`/ Lot #: Address: I e8 i I C ii- Contractor: _/Q - Lj k s 7x-YL 0 Owner: A s D PIING Date: /e-1-7-0l ❑ APPROVAL PARTIAL APPROVAL ❑ VIOLATION ;CCORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. Ll Please contact inspector. -❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. A.L.f 4j A-u _ 10 V yiAl (Lane, 'S - t A-u _ YtYZ- Fku-►'O7rxUa.,, w✓Y�t� Co.�C.�n-tY SG/Lrk+�.✓G -S1*tJ +IM d.s C-LZ s 17— .6big ex Day wr9 i< 242M90,VV �NSu (_i*--r7Qi 1 0ti1 t� cy/�v�— f4'u T07avu1,f.r• 7� e4t 7-L,J A-"4-5 SO J�1G/T /4-T tr1 T1(C.y1 TU A•uT'D]Z1Tit(.s.�- �� /iOCC.C�v�'C, Inspector: Date: /ip 7—2)-'> TYPE OF INSPECTION REQUESTED ❑ Under-floor ,4 Framing ❑ Gas Piping ❑ Footing AdDrywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage Insulation ❑ Other: INSPECTION REPORT 4titN GTO Permit No.: U:L 5 ti V Lot #: Address: ►84? 2- 1 is Contractor: Owner: Ars D IN G Date: i o - r 3 -o!r ❑ APPROVAL PARTIAL APPROVAL ❑ VIOLATION XCORRECTION REQUESTED clilldGorrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Aw ry - :M 3 4r PP oP t S1 L.u-jo _rb CW A�� r^4 4,151A -,o•s7 oga ;sj w w A'V— ©44� S4Dq!0A-;9 .42zanq -ro P r, g-r - �j _r 2,r10- Z 1er-2S D2.y wry RPPit..+--E Inspector: z-a-Zfi` Date: to-13-or TYPE OF INSPECTION REQUESTED ❑ Under-floor 1K111- Framing ❑ Gas Piping ❑ Footing Q4. Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage J4 Insulation ❑ Other: INSPECTION I;EPORT 4titN G?'O Permit No. Lot #: Q Address: Z Contractor: G✓rr /''/� ` �'j, 4 Owner: S� IN G� Date: ❑ APPROVAL O�'ARTIAL APPROVAL ❑ VIOLATION Cl CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. 40 z� Inspector: Date: 7—2—C:;S TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage Ainsulation ❑ Other: PIP � INSPECTION REPORT ii Permit No.: � Lot #: Address: j ay /�Contractor:Owner:C' Date: 16 ❑ APPROVAL ARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. �v L ,i Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor &KFraming ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION RE ORT'" ¢ti1N G?'0 Permit No.2�- /q/ Lot #: Address: f TT� / — el'" XI/� � r 0 Contractor: Al, 44 s/g �-� Owner: ell- IN • S� �� i Date: P- APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Inspector: L�f Date:l TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage Insulation ❑ Other: INSPECTION REPORT ii ?' Permit No.:� LotAddress:ContractoOwner:G� Date: e.01 ❑ APPROVAL A PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Inspector: f ! L Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ( Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: rr ';) ! /Vfl- -INSPECTION REPORT 41.1N G?'O Permit No.:e7d -J ly�Lot #: Address: / ' <«WA Z Contractor: �"- ar)./M, O Owner: Y IN G� Date: ❑ APPROVAL 2"PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Inspector: Date1'�2— TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage Insulation 0 Other: `-JNSPECTION REPORT -'-) ii ?' Permit No.: ' l� Lot #: Address: s"X — � XContractor: -Owner: Date: ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. i Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor —Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT i ti1N G,TO Permit No.: o z s, vy Lot #: Address: f y? �t GrLl� Contractor: Ai 4 Owner: A-5 0. ��4w Date: 9- 30 -cS ❑ APPROVAL PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. pAalr.se BLS S M L-L.4, 'Roar.. "A LLB 1 1 A T- Inspector: -!5c 'o r— Date: 9—21-0<7 TYPE OF INSPECTION REQUESTED ❑ Under-floor 0,Framing ❑ Gas Piping ❑ Footing /14 Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: NG INSPECTION REPORT JIN ?' Permit No.: D"3 S 3S I Lot #: Address: 181 L I CrZ 3.�Contractor: tease s�, n4 E-LM ,�OOwner: Aso 0C' Date: - 3-0 - ❑ APPROVAL ('PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. �IA.C�1wf Mgt-/L iri ILA ems+ i i8 1,r 7 6-43 ayu— �-!Y�-. c�o f�` I A.) s oT-2 i 7- 4.>A-u 4 P ?cam Inspector: 37z_.33a,--- Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: Z3� 'NSPECTION REPORT ii ' Permit No.: ©z S14 4 Lot #: Address: i RR Z k GK-a Contractor:O Owner: As0 Date: ct —I to o S ❑ APPROVAL XPARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. 4fo IQ LC55)Z?IJ T G__A_t.c-- E3'T-P /V S?Ots- r rATl79'L�Hra•�c�.l'1 m/L ��. D,Si �--'l-' L�7 L.i .J� LI-F AJAT0ibXd�tM Inspector: J Date: 9—Aw oT TYPE OF INSPECTION REQUESTED ❑ Under-floor A� Framing ❑ Gas Piping ❑ Footing ADrywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation 0 Other: 1% 56 INSPECTION REPORT iiNGPermit No.: o Z 51 y 1-1Lot #: Address: l997,1 c 9-& Contractor: A)aj�Owner: Asp Cs Date: ❑ APPROVAL O=PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. 4,4 L44T-7 0_eV �a7�.!tilil.i l AIJto /A/ G-"-T%ti JA-C/YLS �t7�/� pkut�Q'11�A.A w+vas Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage Insulation ❑ Other: INSPECTION REPORT ii r permitNo.: ri-i- a5lyc-/ Lot #: Address: f802_i G�Contractor: )Qw,S0 Owner: S A Date: ❑ APPROVAL PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. T AT ew and , a X, a rnw,0/nil.S A-WT-Orcy"t'i&' ,..JAjLl. CIF-Ty WA-AZ A-r ►-rry,_L_ i Ix w►4„_ Aer- u-zs =&A << 1 o Z N w ► CW. t !Lo mow- 1,1 I aT 1-.4--7 �src Inspector: Date: q—1 2'ar TYPE OF INSPECTION REQUESTED ❑ Under-floor Framing ❑ Gas Piping ❑ Footing 1+ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: 49 INSPECTION REPORT N C?'� Permit No.: 01- 5114Y Lot#: Address: 179 L I Co-6 Contractor: ,SO Owner: /4.-10 4INO Date: > -31 -os' ❑ APPROVAL W�PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. )6t0 nlT a wmL=,4 f?_r W t 4-c' 7_0 eta{yJ T - co,rrn� in,J /Lc'�52. o 4 F C7 A ..� ►� i,J iL w 113 t� i og Ilow Ito A,,,— JC( ,3 07W Sl ErS. (w/GhiL t.. 14 t 4rh wct 1.1 LJ L e N�K h SOJs.10 0 L& N a,9)Lie IIS W S,DE Inspector: ` #` Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor at Framing ❑ Gas Piping ❑ Footing 4Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage . Insulation ❑ Other: p INSPECTION REPORT 41,1N G?'0 Permit No.: Oz 51 Y'-1 Lot #: Q' Address: /28 4-I C�6 Contractor: Nog n*we-s n,w-,j 9s, O Owner: 1--SO IN G Date: ❑ APPROVAL PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. ,A/ !E W CS7T tuA-LA S A--r- ;1L5'7l 6,e- EL47 /9nrY4 INSu t.r,4�D� f1�P2csk� Z,--Z 77442 4ynS Ayr &,AJ1 W g��4 nt�ti o.y�yz Inspector: ��cr�C Date: S— 29-eta TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ;K Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage Xinsulation ❑ Other: NSPECTION REPORT ¢ti1N G?'O Permit No.: 0 2- 51 S q Lot #: Q" Address: I Sf3 z.1 C" Contractor: Owner: P5 o IN Date: 8- 't.-iv0 s,— ❑ APPROVAL PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Su AP t,y Ptf-i�►Cnzno,, E*rr �'ikiR 0a- A A-W_ 11 1 s XM S 110 q ,(5 SAU,J)D I A15M L AI W A-VL- 521' M QZ44 X00W- 6Rn2u cry "'I-n0'_j itan.T �vrriti A�3oyL tvJqz-D &+O '4jooaRy"Jw �WTf-,F2.ica✓v►s i0►2•r.,�✓�-s.� f�P/Lcr1.r-� Sr ` 7-LI" EyC- AA b'Z.f4 A!• Wil r t �9�r- r'>v71t� Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage kinsulation ❑ Other: NSPECTION REPORT i;N T Permit No.: -� Lot #: Address: Zmm / -Contractor:AO Owner: Date: - "d 0 APPROVAL PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Inspector: Date:04 �/� TYPE OF INSPECTION REQUESTED ❑ Under-floor 9 Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT 1 'L 31 ¢titN GTO Permit No.: D 2 `_i t 4q Lot #: Address: 1997-1 C-W-6 Contractor: N s r Owner: P+,5 D P PC-(— IN C' Date: f 17 -y:S ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION Cl CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. ' ,fLlnr� S T� AS ✓ems rb a•:t-•pj'- TV,1ftC'k Inspector: - Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ;K Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT 1r` , I, I ii 1' Permit No.: �t'`-I" L/ot #: Address: ca 0Contractor: Owner:O Date: —� 3 APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. At .51,0Er D/I-- M►9—r ti (2-1 0 c= Al - S"Oc�GZ,Nt,�'LT . Inspector: C.-6 - Date: 9-Z9—0--S TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: s� � T \� n INSPECTION REPOR♦' S'os `1V 0 G?' Permit No.: 5 Lot #: Address: Contractor: 41T S5ho l� 0 Owner: p 401- I N C'� Date: APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. ��1Lt. D G� / *-� 1� D 1,�= ��F=�•x �� Inspector: ' Z- Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: r'DD 1�7 C< 4 INSPECTION REPORT 41�tN G?'O Permit No.: S51 LI`/ Lot #: Address: ore L—( & 6 � z Contractor: AAS 4 Owner: A-So P-A-.0 . IN G� Date: 0.3 ❑ APPROVAL /&PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. /`-`��t.�! ;i—�l,`f-F T l,�' C i' �.7 �P►2s�iL-. Inspector: Date: 9'/ TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation Other:— Qun ic s r(c L nj4 INSPECTION REPORT ivNGrPermit No.: S1� Lot#: Address: /e�°1' eContractor:4Owner: INC' Date: PPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. oe-H. PiT. r N T't'7 0A_ RV 7-7,u !/VS H Lw?-V 0"J o0o :5 W 0%'r wx L A/ l/2.. /4-1 W AT,f W d,5 r- J/Z Inspector: Date: 0-3 TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry JDrainape ❑ Insulation ❑ Other: f-ark" -={— )INSPECTION REPORT ¢ti1N GTO Permit No.:(f,"3`5'3 S^ Lot #: Address: �� Contractor: �� 0 Owner: IN j ❑ APPROVAL e�RARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. 4faA Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: 1230 INSPECTION REPORT 1;i GT Permit No.: p S G 35 1 Lot #: Address: l 8R 7,1 C (L G Contractor: !hOwner: S,O PA-r- G Date: f3-- + 'I -D5 ❑ APPROVAL PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. i N �l t�s-,-��2-�n,N•s ��Sg � ��'1 Inspector: �- — Date: 8- "7-o-5- TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork KMechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: ,Z'-� INSPECTION REPORT ii T Permit No.: o3 S3 1 Lot #: Address: ib8zi e-4- sContractor: Zi -o�,��,U ,4At-��OOwner: A Date: 5--2---OS' ❑ APPROVAL PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. .n yr w�i t� 4-'.•a- S C1 r rL ,AJ =tia-lc SZ Z Arr 6r� n 6a -3 7M Inspector: - Date: --1-�5! TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork X Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT ¢ti1N GrO Permit No.: 07 73.9L Lot#: Address: 1 1?$ Z I cit,_rl Contractor: iA s p 9s� O Owner:INC'� Date: g- 6--o 7 L,AAPPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in * Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT NG ¢tit ?'� Permit No.: o-i 73isZ Lot #: Address: i -ge. 2.1 c#_t� Z Contractor: 4 Owner: A__5 v 9S�ING'S Date: PROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. r1"',ey & Inspector: Date: (o Z,Z-0-7 TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other:arc,L_5 ' INSPECTION REPOP" DSC. Permit No.: ` Lot #: Address: 1Contractor: aA Lb t seau` Owner: 5Date: - U 3 ,APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Inspector: , c - 1 Date: g a TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing 4CGas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage 11 ❑ Insulation Other: % 'T D C)5- INSPECTION REPORT', EPORT _) ii Permit No.: y 5.35 t Lot #: Address: Ise Z. t c Iz6 Contractor:; �;6,s0,j M zjj+ Owner: s /Date: 17 c S' g�APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Inspector: ` Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork 0 Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation 0 Other: `INSPECTION REPORT ii PermitNo.: O3 535Z Lot #: Address: t%luZiContractor: �6,,�0 Owner: IOUs D PA� �C' Date: 23---17—oS ❑ APPROVAL A PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove A( Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: IX- NSPECTION REPORT �titN GTO Permit No.: © 3 53 5 Z Lot #: Q Address: 18&2-1 C tz-r3 Contractor: A4 w .vSr $,sacra M � Z 4 Owner: As n P i'N L_ �s4IN G� Date: `7-Z 8 ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. 4L.'e— �n '0 cr- Pho Tz�z.r 1 axf- Gcd LtA.I� f�L")d�'Sl?i�4?7o�5 T a4411n�) ZNWK f�4twR �,��1�✓�t_ /�P/Lt)i�14t �U1L. _ ',2., o Gb 2- Inspector: 5"-V Date: 7--7 fe og' TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove V( Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: i' r i \ V;,,,,"a.ca �•,u' �,,,�am 'g�yo, y"'" t'•.,�1�'' /� J .__u a",�`i�' ' �/ N`YA:111.`a'1'� VHlmf(�m�plA4CfVWDf�( •PU.PU0.RtM7�M^!MA�Y1R.. IPT'/l.Ml^'^��•�'TDnN,D�F vW{�rr:•t•Cv40��LtT�vro.m..rt.41[tt'IAmY'��27A'7!1 1`^ v I� x y > > z1 Oz0 � znz �- m z ° xU) N O n t� � O m d x �, (. g � O w r p o H Z x n O > d (7 D n Z O trJ O �1 f � ' r) z r O Z o �P ' O CJ o rt d l ti W It > [ o C7 Z m _ g o z Q7 ~' a �, Z Z ® d ` n d d y m f a �d O r �f z � tTj � n y S ` Z I O . r a C) D o O m C_5 > r �a m z O W G� > ro' nUl o ~ O x / n FP D r [ k' g •: � aorna=uuurtra'ne� aaaa+uWasn.w.wnn�:nvFz=<�.�n�iwmmx�.occaun7aY�w �+•ormicvmawsnun�naaweaaUwro�anat�a'nnan=wvmvmrcrnuurw...vo:.wnar✓r,. .w;�au��:,wroaxwwaa rwmia y t%� ��.f4�Rcv n.Al/� �x:9��tTvj,.am,T�r�� Dpnwma7n� /� \.!Ti9gxayu,� ��glR,�7+'�[c'�+ `� / `�"�e�.7�.�!csc• r� _ i 1 1� a' I i ■ Arlington 4 January 5, 2005 RECF��ED Public Schools nP�ovldin9 the Means fa Accomplish Dreams JNN o 7 2005 David Anderson, Building OfficiaCQA BUILDING DEP`f City of Arlington 238 North Olympic Avenue Arlington, WA 98223 Re: Arlington High School Performing Arts Center Building Permit Dear Mr. Anderson: Arlington Public Schools would like to request that the building permit issued for the Arlington High School Performing Arts Center (PAC) remain active. The District intends to seek bids for completion of the PAC within the next month, and begin final construction soon thereafter. If we need to complete additional paperwork or re-file for the permit, please let me know as soon as possible. I can be reached Tuesdays through Thursdays at (360) 618-6218 or via e-mail at heidibhna asd.wednet.edu. We appreciate your continuing cooperation and assistance on our building projects. Sincerely, Heidi Berger-Hansen Capital Projects Manager 315 N. French• Arlington WA 98223 • 360-618-6200•Fax: 360-618-6221 • www.asd.wednet.edu I �� I I r �) Arlington August 10, 2005 r Public Schools ,,0',% 1%g the Mean,}a gacomPItsh Dreams' David Anderson, Building Official RECEIVED City of Arlington 238 N. Olympic Ave AU6 15 2005 Arlington, WA 98223 C:OIq BE�j��IN Re: Arlington High School PAC—Occupancy&Use of Facility G Dgq Dear Mr. Anderson: The purpose of this letter is to reassure the City of Arlington that the District has no plans to occupy or use the PAC at the end of the current construction project. Once this construction phase is complete, we understand that the building will not receive an occupancy permit. The PAC building will continue to be keyed separately from the high school key system. Only District staff performing maintenance or construction duties will be granted access. Students will not be allowed to enter the PAC for any reason. Furthermore, the access points between the PAC and the high school music wing will continue to be blocked. If you have any questions, please feel free to give me a call at (360) 618-6218. We appreciate your willingness to work as part of the team on this project. Sincerelv. Heidi Berger-H nsen Capital Projects Manager Cc: Kurt Criscione, AHS Principal Ken Winkes, APS Director of Support Services 315 N. French • Arlington WA 98223 • 360-618-6200•Fax: 360-618-6221 •www.asd.wednet.edu i` 1 i r � � Y � I I 1 1 11 t FROM :ASST SUPTS/CAP PROJECTS FAX NO. :3606186223 Aug. 10 2005 02:46PM P1 11 ..A l 4 Arlington August 10,2005 Public Schools ."O%d1f4 the Mealy noMplt�h Draoffie David Anderson, Building Official City of Arlington 238 N. Olympic Ave Arlington, WA 98223 Re: Arlington IIigh School PAC—Occupancy& Use of Facility Dear Mr. Anderson: The purpose of this letter is to reassure the City of Arlington that the District has no plans to occupy or use the PAC at the end of the current construction project. Once this construction phase is complete, we understand that the building will not receive an occupancy permit_ The PAC building will continue to be keyed separately from the high school key system. Only District staff performing maintenance or construction duties will be granted access. Students will not he allowed to enter the PAC for any reason. Furthermore, the access points between the PAC and the high school music wing will continue to be blocked. If you have any questions, please feel free to give me a call at (360) 618-6218. We appreciate your willingness to work as part of the team on this project. Si ercl Heidi Berger-H isen Capital Projects Manager Cc: Kurt Criscione, AHS Principal Ken Winkes,APS Director of Support Services 315 N. Frcnch- Arlington WA 98223 - 360-618-6200-Fax: 360-618-6221 0 www.asd,wednet.edu i ■ ■ r ■ r 1 ■ ■ ■ ■ David W. Anderson From: Jeanne Galford bmgalford@northwesternconstruction.com] Sent: Thursday,July 07, 2005 11:38 AM To: danderson@ci.arlington.wa.us Subject: Arlington High School Performing Arts Center We have been requested to provide you with information relative to our Company for new building permits on the above project. Please see the following: Name: Northwestern Construction of Washington, Inc. Address: P.O. Box 2522, Spokane,WA 99220-2522 Phone: (509) 535-3055 E-mail: wwmoore@northwesternconstruction.com Washington license number: NORTHCW375NO Contact: Warren Moore If further information is needed, please contact Warren at the above e-mail. Thank you. Jeanne Galford ?i7/2005 David W. Anderson From: David W.Anderson [danderson@ci.arlington.wa.us] Sent: Tuesday, July 12,2005 7:59 AM To: Steven Broback Cc: Warren Hopkins; Heidi Berger-Hansen Subject: RE: Arlington PAC Meeting Steve, I've received the info on the General Contractor, however I still need to get the info from the other following contractors. Mechanical Plumbing Fire Alarm Fire Sprinkler The fire sprinkler Contractor must resubmit for a new permit prior to any work. -----Original Message----- From: David W. Anderson [mailto:danderson@ci.arlington.wa.us] Sent:Thursday, July 07, 2005 7:48 AM To: Steven Broback Cc: Warren Hopkins; Heidi Berger-Hansen Subject: RE: Arlington PAC Meeting Steve, Thanks for the heads up. Per our last couple of meetings, I indicated that the building permits for this project could be carried over providing I get the updated contractors list with the name, address, phone, email, WA St License#and contact person. We currently are doing work in the building under the orginal contractors name and license, which is Absher Construction. This needs to be changed ASAP. I really need to issue new permits with the current Contractors. -----Original Message----- From: Steven Broback [mailto:steve.broback@mcgranahan.com] Sent: Wednesday,July 06, 2005 9:07 AM To: danderson@ci.arlington.wa.us Subject: Arlington PAC Meeting Dave—We will not be having a construction meeting today. The next meeting is scheduled for 7/13 at 1:30. Steve Steve Broback Mc(Vrranabcall 2111 Pacific Avenue, Suite 100 Tacoma,WA 98402 7/12/2005 1 _ a 1 ` i i De,jDarLraent of.Lal)ol-and Tr.duur.ics CONVEYANCE 'Fl,evaioi-Seation INSTALLATION PC)Bc)-x 444,K) OjympiFLWA 98504A00 APPROVAL BY T?I�pnc: (360) .902-6130 FAX(360)902-6132 BUILDING OFFICIA➢ L Thi form bilngs to your department's attel-,ition that the conveyance listed below is s proposed for insinstallationinstallationin an existing building within your jurisdiction. > your approval of this form is required and must accompany the installer's Installation Application. Notify the installer if you have any regulations that would prohibit this installation. Donof approve this form.. *NOTE TO BUILDING OFFICIAL- The elevator section will approve LULA elevators in existing churches and privp-te clubs that are not required to be accessible per WAC-51-40- 1105 and 51-40JI091.If this application on is for A LMA iwtallation ill any other type of building, please notify the Elevator Technical Specialist or the Chief Elevator Inspector before approving this application. If you have any questions,please contact us at the address or telephone number above. Indicate the equipment beiiig installed. lri.clined Wheelchair Lift Vertical Wheelchair Lift The travel shall not exceed 12 ft. nor penetrate a floor per ASME Al 7.1 Rule 2000.7a. jp,9j7.i.1.Pd Chair Lift ❑ Limited use/limited application (LULA) elevator *Does NOT meet accessibility requirements- All conveyances miist be installed per code- Any deviation fzom the code shall require a variance Prior to -permit being ,rern the Department of Labor and Industries Elevator Section issued. Name and Li.ce�ise, f Installer of Conveyance Telephone Number Sterling Elevator Company ( 425) 401 -0500 STERLEL002CW Building name where conveyance is located Telephone Number/Location Contact Arlington High School Street Address City, State, Zip code 18821 Crown Ridge Boulevard Arlington, WA 98223 U` ,Approved C Not approved ACKNOWLEDGED BY. Title 4 \ PhogLe Numbcr Pr, 3 Da;e Print i3ame'Of building official siwiature of building official F621-056-000 Qonv�y�T�cc in.stal.32�tjq.n�Lpprqva.,l by bqfl.dling o.fficiE��,Q�-;QQ4Lf D51?artrnent ofl-alxr and Jndtiszaes C'0' N V E Y A N C E F.Ievaior Section PO Box 444,90 STALLATION Olympia WA M504-080 APPROVAL BY Pbonc: (360) 902-902-613261-330 FAX (360) ]BUILDING OFFICIAL rvww..T..-ni.wa.gov/TradesLicensi.rig Lr.*/Fl jovators This form beings to your depaTtment's atte3-ition that the conveyance listed below is proposed for installation in an existing building within Your jurisdiction. > Your approval of this fo.rra is required and must accompany the installer's Installation Application. > Notify the installer if you have any regulations that would prohibit this installation: Do not approve this form,. *NOTE TO BUILDING OFFICIAL: The elevator section will approve LULA elevators in existin- churches and private clubs that are not required to be accessible per WAC-51-40- 1105 and 51-40-1109t If this application is for A LULA installation in any other type of building, please notify the Elevator Technical Specialist or the Chief Elevator Inspector before approving this -application. If you have any questions,please contact us at the address or telephone number above. I;(49gf.the equipment beifig installed. E] Inclined Wheelchair Lift =,./ Vertical Wheelchair Lift The travel shall not exceed 12 ft. nor penetrate a floor per LnJ ASME Al 7.1 Rule 2.000.7a. D 1:g9lippd.Chair. Lift F-1 Limited use/limited application (LULA) elevator *Does NOT meat accessibility requirements- All coayeyances must be installed per code. Any deviation from the code shall require a variance o ape permit an. ance from the Department of Labor and Industries.Elevator Section prior to imi being issued. Name and Licexise,# pf Installer of Conveyance Telephone Number - St6r!in'g' Elevator Company ( 425) 401 -0500 STERLEL002CW Building name where conveyance is located Telephone Number/Location Contact Arlington High School Street Address City, State,Zip code 18821 Crown Ridge Boulevard Arlington, WA 98223 Approved ❑Not approved ACKNOWLEDGED BY: Title Phone Numbcr Date Print-name of building official Signature of building official F621-056-000 conveyance installation qLppro.va.1 by bqflding offici41 05-NQ4 4 •�+• •• � A4, 1 w 13427 SE 27T" Place Bellevue, WA 98005 425,401.0500 FAX: 425.401.0400 Fax Toe Warren From. Gary Wood co,: Northwestern Construction Pages: 2 Fax: 509-535-3420 Date: 8/08/05 Roo Arlington High School cc: Urgent XX For Review ❑Please Comment ❑Please Reply ❑Please Recycle Please have the local building official sign this form as required by L& I for our installation permit. Then please return the form to Sterling Elevator. Thank youl Best Regards, A;� Gany Wood SERVING THE STATE OF WASHINGTON McGRANAHANarchitects 253 T 383 3084 2111 Pacific, Suite 100 Tacoma, Washington 98402 253 F 3833097 TRANSMITTAL New Arlington High School Perforrnirig Arts Center Arlington School District No. 16 Re:Response to City ofArlington Permit Revieni Comments dated September 25,2002 Via: Mail Fax e-mail Delivery Pick-up '/ Cover Page and as follows: 26 pages �N From: Mark Bergquist,Project Architect hn QF Email: mark.bergquist@mcgranahan.com '4/Qz� Date: 1/7/2003 ■ Dr.Warren Hopkins,Ass't Supt.,AHS ❑ Daren Bitterling,PM,BCE Engineers ■ Terry Marsh,PM,AHS ❑ Russ Woodruff, Olympic Associates ❑ Brian Phair,PM,PCSA Engineers ❑ Chris Lilley,PM,mcg-ARC ❑ Carol Modjeski,PM,Warner Engineering ❑ Garner Miller, PA,mcg-ARC ❑ Jonathan Morley,Berger Partnership ❑ Curt Gimmestad,PM,Absher Construction ❑ Boyka Thayer,Tattersall Design ❑ Dan Record, Superintendent,Absher Const. ❑ Mohamed Ait Allaoua,SSA ■ Gregg Eaton,Engineering Tech,Arlington ❑ Barbara Chandler,Principal, C/W Design ■ Dave Anderson,Building Official,Arlington ❑ Scott Zimbelman,PM,BCE Engineers ■ File 0008.00-3 Dave, Attached you will find our permit re-submittal for the Performing Arts Center at the New Arlington High School. Included are: ■ 1 comment response letter with attached back-up material. ■ 2 sets of drawings contained in Volume 1 &2. Following are our responses to all comments received.If you have any questions,please phone or e-mail me directly. Building and Structural Review Comments (from Dave Anderson): NONSTRUCTURAL 1. The height of the stage appears to exceed 50'at the highest point of the roof REVISED /� decking over the stage. Therefore, this is a legitimate state. Section 405. All e/ of the requirements for a legitimate stage must be detailed. Please see revised sheet A6.02. The bottom of joist elevation has been lowered 10" to 47'-2".This will put the bottom of the roof deck at it's highest point at elevation 49'-8 '/a" (The main roof joist is 21"deep,roof slopes 37'-0"at 'A"per foot, equaling 91/4"). www,mcgranahan.com 0008.00-3 R� A i w. d, M` r•yr� • � r�. � �Y�y. � t New Arlington High School Performing Arts Center Response to City of Arington Pennit Review Comments dated September 25, 2002 The stage must be separated fi om the remainder of the auditorium by a 2-hour occupancy separation. Section 405.3.1. The opening must be protected with a 1-1/2 hour listed assembly or a curtain complying with UBC Standar d 4-1. No longer applicable, since stage height has been reduced to less than 50 feet. �ccexwg rooms must be separated from each other and from other building areas by a one-hour occupancy separation. Section 405.3.2. All openings must be protected with one-hour listed assemblies. See revised Life Safety sheet LS1.00,A2.01,and Specifications Section 08050,Door Schedule. Section 405.3.2 states that"...accessory spaces contiguous (touching) to stages shall be separated from one another and other building areas by a 1 hr occupancy separation." On sheet LS1.00 all such rooms are identified as being separated by a 1 hr occupancy separation. On sheet A2.01, this separation is identified by rated wall types, all of which are currently present except one- the rating between dressing rooms 110B and 110A has been changed to 1 hour. In addition, doors 105A, 107A, 107B, 109, 110A, 11013, 112, 113, 114 have been changed from 20 min openings to 60 min openings. 108 and 115A have been changed to 90 min Construction joints at the top of walls that require protected openings (corridors, occupancy separation walls, etc.) should be listed construction joint assemblies. The listing number(UL,ICBO, etc.) along with construction details should be provided on the plans. Construction joints should be capable of accommodating the antic pated de)7ection of adjacent struclural members. oft See Sheet A9.00 for all construction joints and other fire rated assembly details. UL numbers for each y tem are, identified as appropriate. See wall sections and ceiling plans for locations and call-outs. l�Standpipes, as required by UBC Section 904.5&Table 9 mil,should be specified v' " N�I"' P'�a d 0� I,n � o ti on page LS1.00. ��" k " Standpipes will be part of die bidder-designed sprinkler system. Specifications sectio 15330 equires the system to be designed and installed to meet all applicable codes,including providing required standpipes, and should be reviewed as such when the sprinkler design is submit ed. Annootte on Sheet LS1.00 has been added to state this n V G. An approved fire alarm ystem is required in group A occupancies as required by UBC Section 305.9. A specification indicating this should be added to page LJ1.00. Sheet E0.01 for legend of Fire Alarm Symbols, and sheets E3.01 and E3.03 for locations of fire alarm components. See revised sheet LS1.00, a note has been added referring to the preceding Electrical Drawings: MEANS OF EGRESS 1. The 'Auditorium"exiting ystem must comply with the requirements of Section 1007.2.2 for Main and Side exits. See revised sheets LS1.00,A2.01,A6.01,A6.02,and Specifications Section 08050,Door Schedule. The two exits at the back of the Auditorium have been designated the "Main Exit" for purposes of this code. The exits to either www.mcgranahan.com 2 I New Arlington High School Performing Arts Center Response to City ofArington Permit Review Comments dated September 25, 2002 side of the cross-aisle have been designated"Side Exits"and each leads to an"exit" as defined by section 1007.2.2 and section 1005. 2. The plans must designate one Main exit. The Main exit must be capable of accommodating'/2 of the occupant load. "1 See revised sheets LS1.00,A2.01, Specifications Section 08050,Door Schedule. The two exits at the back of the �tJ ! Auditorium have been designated the"Main Exit" for purposes of this code. 1/2 the total (738) occupant load is 369. 369 x.2 = 73.8",which is the required width at this Main Exit. The width of each set of exit doors has been ncreased to 38",providing a total exit width for both exits of 76" to accommodate '/2 the total occupant load of the Auditorium. b - 3. Two Side exits must be provided. Each Side exit must accommodate at least 113 of the occupant load. Side exits are normally provided at each side of the sin asembI area. See sheet A 2.01 and Specifications Section 08050,Door Schedule. 1/3 the total occupant load of the Auditorium 4is 246. 246 X.2= 49.2",which is the required exit width of each side exit. Total with of the East side exit, doors $1 103A and 103B,is 144". Total width of the West side exit, door 103D,has been increased to 72"by changing the exit door to a pair of 36"doors. Stair ST04 requires 73.8"of width to accommodate 246 occupants, the width has been changed to 80"accordingly. 4. Each Side exit must exit to a stair enclosure, horizontal exit, exit passageway or directly to the exterior. See revised sheets LS1.00,A2.01,A6.01,A6.02,A9.00 and Specifications Section 08050,Door Schedule. The West Side Exit discharges directly to the outside. The East Side Exit discharges through a new Horizontal Exit in accordance with UBC section 1005.3.5. See LS 1.00 for location of the 2 hour occupancy separation comprising this exit. See A2.01,A6.01,A6.02,A9.00, and the door schedule for construction of this 2 hr wall. 2001 WASHINGTON STATE REGULATIONS FOR BARIER-FREE DESIGN Isin ce this building will be used forpublic assembly (after school hours), separate accessible parking facilities should be provided. As assembly activities in the Theater will primarily be performed in the evening hours,it is assumed the parking facilities for the Theater are shared with the High School. Therefore parking for this facility,including accessible has been reviewed and approved under the Permit for the New Arlington High School project(permit#02-4947). Sheet A1.00 and A1.01 have been revised to show the existing parking,including existing accessible parking. . Per the City of Arlington Unified Development Code,one stall is required for every 3 fixed seats, equaling 234 stalls. The WSA requires seven accessible stalls be provided, one of which is a van accessible stall. There are 513 standard parking spaces on the front side of the school that will serve the Performing Arts Center (441 in the Student lot,and 72 in the Bus loop area). In addition, nine accessible stalls are provided,including two van accessible stalls. These ave all been noted on revised sheet A1.01 The site plan should show an accessible route of travel from the public way to the aclessible entrances. Section 1103.2.2. The accessible routes from the public way to the sidewalk (adjacent to the accessible parking area) leading to the www.mcgranahan.com 3 New Arlington High School Performing Arts Center Response to City of Arington Permit Review Comments dated September 23, 2002 plaza at the Lobby/main entrance have been reviewed and approved under the Permit for the New Arlington High S hool project The total required accessible parking spaces should be indicated, one of which should be van-accessible. Sections 1107.1.1, 1107.1.3, Table 11-R See response to comment#1 above. Van-accessible parking spaces should be 8'wide, with adjacent 8'wide access aisles(which may be shared with an adjoining space). Section 1107.2.2. See response to comment#1 above. , Each accessible parking space should be shown as having a sign 3V'high centered at the head of the space and bearing the words, "State Disabled Parking Permit Required". Section1107.3. See response to comment#1 above. The accessible parking should be located on the shortest possible accessible route of travel to an accessible entrance. Section 1107.1.6. Parking,including accessible parking, for this facility is shared with the High School, and has been reviewed and approved under the Permit for the New Arlington High School project. Since accessible parking is shared by the school and the Performing Arts Center, "parking spaces are dispersed and located near the accessible entrances" (WSA 1107). The type of slp-resistant surface on the accessible route of travel should be specified. Section 1106.7.3 Concrete finish on all sidewalks for the New High School and the Performing Arts Center is a light broom finish. — See attached excerpt from the project specifications section 02770, Concrete Curbs and Sidewalks. 8. Areas of evacuation assistance and all of their details such as side, location, telephone,fire protection, signs, etc. should be shown. The exterior stairs at the side exit should be provided with an area of evacuation. Section 1104. Per the exception in section 1104.1, areas of evacuation assistance are not required for buildings which are fully ' sprinklered and equipped with quick response sprinkler heads provided the Owner submits an Evacuation Plan which is approved by the Building Official. This approach was reviewed with the City of Arlington and CW Associates previously for the New High School project,and we assume this approach is acceptable for the Performing Arts Center as well. The Evacuation Plan will be submitted to the City for approval prior to occupancy. All doors in the building which have a latch set or lock set should have lever-type operating hardware. Section 1106.3.1 All door operating hardware is specified to be lever-type meeting the requirements of WSA section 1106.3.1. Door thresholds should be shown as no higher that%". The edges should be beveled at 1 vertical:2 horizontal., with maximum edge height of%". www.mcgranahan.com 4 New Arlington High School Performing Arts Center Response to City ofArington Permit Review Comments dated September 25, 2002 Sections 1106.10.4, 1106.6 All thresholds are specified to meet ADA requirements and not to exceed'/z". An ambulato y accessible water closet stall it required in addition to the wheelchair accessible stall since there are more than 5 toilets in 118. It should be 3'-0"wide and have an outwardly swinging, self-closing door. Section 1105.2.2. 1106.11.4. The length, height, diameter, wall clearance, and-Position of the two grab bars at the water closet should be dimensioned on the plans. Section 1106.11.5.3. See revised sheet A2.03 for additional requested information concerning the required ambulatory stall in the Women's rest room 118,including grab bar dimensions. See detail 1 for grab bar height,and detail 2 for plan dimensions. See attached specifications section 10800,Toilet,Bath and Laundry Accessories, for grab bar diameter and clearances. 12. Lever-type faucet handles should be provided no more than 17"from the front of the lavatory. Section 1106.11.7.5 Lavatories are specified to meet ADA requirements. See attached cut sheets on lavatories used in the restrooms on this project. Note: faucets are push button type rather than lever type,in accordance with section 1106.3.1. 1J. Drainpipes and hot waterp pes should be shown recessed and insulated or guarded to prevent contact. Section 1106.11.7.4 See detail 10/A9.01 as referenced from 1/A2.03 for typical pipe guard at all lavatories. 44. The international ymbol of access should be displayed at the accessible building entrances and all areas of evacuation assistance. Section 1103.2.3 dam'4 All building entrances to the Performing Arts Center are accessible, and are not required to have signage per WSA section 1103.2.4.1.2. The entrances are the main entrance to the Lobby,and Door 107C to the side stage. 15. Signs for the visually impaired should be provided to identi public toilets rooms, stairs, and elevators. WWhere other signs are provided, they should also comply. Section 1103.2.4, 1106.4.1 All toilet rooms and stairs are provided with accessible signage.They are shown on sheet A9.03 and specifications suction 10400, Signage Schedule provides the locations of each sign. G. Water°fountains should be detailed so that compliance with Sections 1106.13can be verified. Section 1105.4.1 See sheets A2.01 and A2.03 for barrier-free designation of water fountains. See A8.00 for mounting heights of water fountains. See attached cut sheets on specified water fountains for ADA compliance. XIfprovided, at least onepublic telephone should be accessibleper Section 1105.4.2. This should be noted on the plans. See revised sheet A2.03 for barrier-free designation of telephones. See sheet A8.00 for height of accessible telephones. IThe assembly room requires 8 level wheelchair spaces, 33"wide x 48"deep (60" www.mcgranahan.com 5 i New Arlington High School Performing Arts Center Response to City of Arington Permit Review Comments dated September 25, 2002 deep for side approach). They should be distlzbuted throughout the seating plan, and located so that occupants have unobstructed lines of sight. Section 1103.1.2, 1106.21.1.2, Table 11 A See revised sheet A2.01 and TS2.01 for seating plan. Nine accessible spaces are provided below the main cross- aisle, though only five of the seats are drawn, as the opposite-side seating layout is identical but opposite hand to what is shown. `'t1e have added the additional accessible seats to A2.01 for your review 1 ,In addition to the wheelchair spaces, 7(1%)aisle seats should be provided with removable armrests. The locations of all the accessible seats should be clarified on the plans. Section 1103.1.2.1 See sheet TS2.01. There are a total of 8 seats with removable armrests,designated as "T" (transfer arm) on the plan. Six of these are located in the lower section of seating adjacent to a removable seat/wheel chair space,and are adjacent to the cross-aisle. Two of them are at the ends of the top row of the lower seating section, adjacent to both the cross-aisle and the side aisles. Note: the seating plan only shows graphically one half of these seats,the layout is identical but mirrored on the other side of the auditorium. Assistive listening devices are required in the assembly area,since fixed seats are provided and the occupant load is SO or more. The minimum number of devices required is 4%of the fixed seats in the room;this should e noted on the plans. Section 1103.1.2.2 See attached revised Specifications Section 16775.1.09.A.33,which provides for 28 wireless listening devices. 2001 WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE (LAC 51-11) I R-10 slab insulation is required and should be installed in a manner which will provide a complete thermal break as required by UBC Section 1311.5. Please revise the plans. See 1/A6.03 for typical slab and foundation detail call-outs. This detail provides 1/2" field joint with asphaltic filler and sealant to create the thermal break, and 2"rigid insulation from the top of the footing to the bottom of the slab. Though this detail is typical for all exterior footings,graphically this was not consistently drawn on all actions. See revised A6-series drawings details meeting the requirements of this section..The designer should note on the plans that allgla#ng shall be certified and labeled with its U factor and solar heatgain co fli ent by an independent agency licensed by the NFRC. WSEC Section 1312.1 See attached excerpt from the revised Specifications Section 08800 Glazing. A line has been added addressing the above comment. MECHANICAL Penetrations of the 2-hour rated occupancy separation wall at the stage separation must be provided with 1-1/2 hour smoke/fire dampers. All penetrations through the 2-hour rated occupancy separation wall at www.mcgranahan.com 6 i 1 I ,. New Arlington High School Performing Arts Center Response to City ofArington Permit Review Comments dated September 25,2002 the stage are provided with fire/smoke dampers meeting the rating requirements. See sheet M5.02 for the damper locations. % Combination fire/smoke dampers are required for 1-hour occupan y separation walls of the accessory rooms adjacent to the stage. All penetrations through the 1-hour occupancy separation wall of the accessory rooms will include fire/smoke dampers meeting the rating requirements. See sheet M5.01 for the damper locations. STRUCTURAL 1. Foryour information, 'Special Inspection is required for: Steel deck welding Concrete construction Structural steel welding High strength bolting Anchor bolts(Table 19 F) The inspection of the above items are stated to be required on sheet 51.01 under the paragraph on"Special Inspection". 2. Structural observation by the engineer of record must be provided for all of the structures since they are of an Occupancy Category 3—Special Occupan y Structures. This is a requirement and not an option. This must be noted on the plans. Section 1702, 106.3.5 and Table 16-K Per sheet S1.01, General Notes,2„d paragraph, structural observation will be performed by periodic site visits by the structural engineer. 11131 Also,you must clarify with the owner if any of these structures are to be used as an emergency preparedness center. If so, then the Importance Factor(1)must e revised in accordance with Table 16-K You must obtain written verification. As reviewed and approved under the Permit for the New Arlington High School project,this facility*will not be used as an emergency-preparedness center,and is not considered an essential facility. 4. All welded rebar must be A706. The details using welded joints must specify this requirement. Per sheet S1.01, General Notes, `Reinforcing',A706 is required for welded rebar. 5. Since tho seismic forces calculated by the engineer are based on allowable stress design, when using the seismic force Em (S�Eh)the calculations must elevate the\ forces to strength level by multiplying the actual seismic forces by 1.4 in addition to Do. The actual calculations used for the typical seismic forces are at working stress levels. See response to comment#6 below. www.mcgranahan.com 7 i . , I . }, 1 1 New Arlington High School Performing Arts Center Response to City ofAringlon Permit Review Comments dated September 23, 2002 6. All collector elements(including struts), splices and their connections must have the strength to resist the maximum anticipated earthquake force Em. Section 1633.2.6 Equations 12-17 and 12-18 must be used for these members. See attached calculation for design of collectors, diaphragm chords, etc.using strength level forces with the Q factor. Utility Review(Karen Latimer): Cross Connection 1. A State of Washington approved Reduced Pressure Backflow Assembly(RPBA)must be installed on the immediate discharge side of the domestic water meterper city standard, before any branch connections, wyes, tees, etc. There is no requirement to install an RPBA since the domestic water piping is coming from the main building (Building F)which is already served by an RPBA. 2. Alternatively, an RPBA may he installed inside each building that is supplied water by the domestic water service, if the following conditions are met a. Install the RPBA inside the building in a mechanical or equ pment room. b. All branch connections located between the domestic water meter and the RPBA shall be protected by a State of Washington approved hackflow prevention assembly. The type of backflow prevention assembly shall be determined by the Water Department. c. Minimum clearances required for an outdoor vault installation shall be provided for an indoor installation of an RPBA. d. An Air Gap drain shall be provided on the relief vent of the RPBA. The drain shall he si.Zed to allow maximum discharge for the RPBA. See response to Comment#1. 3. After the RPBA has been installed, it shall be tested by a State of Washington and City ofArlinglon approved Backflow Assembly Tester(list enclosed), and then be inspected by the City ofAt?ington Water Department. Provide a copy of the test reportprior to calling for inspection. See response to Comment#1. 4. Call for inspections at the following points of construction. a. Prior to covering interiorpiping. b. Prior to covering underground piping. c. Prior to requesting final inspection by the Building Department. Need for these inspections is noted. www.mcgranahan.com 8 I I I �1 I �� New Arlington High School Performing Arts Center Response to City of Arington Permit Review Comments dated September 25, 2002 Wastewater Pre-Treatment 1. An Industrial/ Commercial Waste Discharge Penmit application has already been submitted for the entire high school construction project. A separate application is not required for the Performing Arts Center unless the center's wastewater discharge will connect to the sanitary sewer main via its own separate side sewer connection. Noted. General 1. What side of water meter is required for the PerformingArts Center? Also,please indicate the proposed water meter location. There is no water meter for this building. The domestic water comes from The High School Building. 2. Water service fees will be calculated after the information required in item 1. above has been received. Noted. Thanks and regards, N=( Mark Bergquist, CSI www.mcgranahan.com 9 i i I i New Arlington High School Performing Arts Center Response to City ofArin you Permit Review Comments dated September 25,2002- Attachment for NONSTRUCTURAL Comment#3: Revised Section 08050,Door Schedule www.mcgranahan.com 10 i i NEW ARLINGTON HIGH SCHOOL-PHASE 2 Section 08050,Page 1 ARLINGTON SCHOOL DISTRICT NO. 16 DOOR SCHEDULE McGRANAHAN ARCHITECTS DOOR FRAME DOOR SIZE DOOR FRAME DETAILS NO, LVS. WIDTH HEIGHT THICK. TYPE MAT'L HW TYPE MAT'L RATING HEAD JAMB THRESH. REMARKS 100A PR 3'-7" 8'-4" 1 314" D ALUM 2 W2 ALUM - 1/A10.02 1',3'CONFIRM W&H 100B PR 3'-7" 8'-4" 1 314" D ALUM 1 W2 ALUM - - 1/A10.02 1',3-CONFIRM W&H 100C PR 3'-7" 8'-4" 1 3/4" D ALUM 2 W2 ALUM - - VA10.02 1',3-CONFIRM W&H 101 3'-0" W-0" 1 3/4" C ALUM 3 W3 ALUM - - - 1/A10.02 1-,3-CONFIRM W&H 102A PR 3'-0" 7-0" 13/4"1 B WD 4 01 HM 90 MIN 5/A10.02 5/A10.02 - SOUND SEAL AROUND PERIMETER 102E PR 3'-0' 7'-0" 1314"1 B WD 4 01 HM 90 MIN 5/A10.02 5/A10.02 SOUND SEAL AROUND PERIMETER 102C 3%0" 7'-0" 13/4" A WD 5 01 HM - 5/A10.02 5/A10.02 - 103A PR 3'-0" T-0" 1 3/4" B WD 6 01 HM - 5/A10.02 5/A10.02 SOUND SEAL AROUND PERIMETER 103B PR W-0" 7'-0" 1 3/4" B WD 6 01 HM - 5/A10.02 5/A10.02 ISOUND SEAL AROUND PERIMETER 103D 4'-2" 7'-0" 1 314" A HM 7 01 HM - 5/A10.02 5/A10.02 ISOUND SEAL AROUND PERIMETER_ 103E 4'-2' 7'-0"1 1 3/4" A HM 8 01 1 HM 2/A10,02 2/A10.02 I/Al0.02 SIM 3',AT STAIR LANDING 103F 3'-0" T-0" 1 3/4" A HM 7 01 HM 5/A10.02 5/A10.02 SOUND SEAL AROUND PERIMETER 103G 3'•0" 7-0' 1 3/4" A HM 7 01 HM - 5/A10.02 5/A10.02 SOUND SEAL AROUND PERIMETER 103H W-0" 7-0" 13/4" A WD 5 01 HM - 5/A10.02 5/A10.02 - 104 T-0' 7'-T 13/4" A HM 8 01 HM - 3/A10.02 3/A10.02 1/A10.02 3' 105A 3'-0" 7'-0" 1 314" A WD 9 01 HM 60 MIN 5JA10.02 5/A10.02 _ 105B 3'-0" 7'-0" 13/4" A WD 10 01 HM - 5/A10.02 5/A10.02 106A 3'-0' T-0" 13/4" A WD 10 01 HM 5/A10.02 5/A10.02 106B 3'-2" 7'-0" 1 3/4" A WD 9 01 HM 20 MIN /A10.02 SI /A10.02 SIM - 107A PR 3'-0" 7'•0" 1 3/4" B WD 11 01 HM 60 MIN 5/A10.02 5/A10.02 107E PR 3'-6' 7-0" 1 3/4" B WD 9 01 HM 60 MIN 5/A10.02 5/A10.02 = 107C PR 3'-10" 10'-0" 13/4" B HM 12 02 HM - 12/A10.02 10/A10.02 1/A10.02 3' 108 4'-C T-T 1 3/4" A WD 14 01 HM 90 MIN 5/A10.02 5/A10.02 109 PR 3'-6" 7'-0" 1 3/4"1 B WD 131 01 HM 60 MIN 5/A10.02 5/A10.02 1 l0A 3'-0" 7'-0' 1 3/4" A WD 151 01 HM 1 60 MIN 5/A10.02 5JA10.02 110B 3'-0" 7%0" 1 3/4" A WD 151 01 HM 60 MIN 5/A10.02 5/A10.02 112 PR 3'-0" T-0" 1 3/4" B WD 16 01 HM 60 MIN 5/A10.02 5JA10.02 113 3'-0" T-T 1 3J4" A WD 15 01 HM 60 MIN 5/A10.02 51A10.02 114 3'-0" 7'-0" 1 3/4" A WD 15 01 HM 60 MIN 5/A10.02 5/A10.02 715A 3'-0" 7'-0" 1 314' A WD 9 01 HM 90 MIN 5/A10.02 5/A10.02 - 115B 4'-2" 10'-0" - E STL 17 - - - 8/A10.02 7JA10.02 6/A10.02 2',OHC 116A 3'-0" T-0' 1 3/4" A WD 18 01 HM 120 MIN 5/A10.02 5/A10.02 - 116B 3'-0" 7'-0" 1 314' A WD 9 01 HM 20 MIN 5/A10.02 5/A10.02 117 3'-0" T-0" 1 314' A WD 19 01 HM 20 MIN 5/A10.02 5/A10.02 - 118 3'-0" T-0" 1 314" A WD 19 01 HM 20 MIN 5/A10.02 5/A10.02 - 200A 3%0" T-0" 1 314" A WD 20 01 HM 90 MIN 4/A10.02 4JA10.02 - SOUND SEAL AROUND PERIMETER 200B 3'-0" 7'-0" 1 3/4" A WD 20 01 HM 90 MIN 4/A10.02 4/A10.02 - SOUND SEAL AROUND PERIMETER 201 3%0" 7'-0" 13/4" A WD 101 01 HIM I 5/A10.02 5/A10.02 - 202 3'-0" T-0" 13/4" A WD 10 01 HM 5JA10.02 5/A10.02 - 203 3'-0" 7-0" 13/4" A WD 21 01 HM - 5/A10.02 1 5/A10.02 - 204 3'-0" 7%0" 13/4" A WD 22 01 HM - 9/A10.02 9/A10.02 - 301 3'-0" T-0" 13/4" A WD 10 01 HM - 5/A10.02 5/A10.02 - 02 3'-0" 7%0" 13/4" A WD 10 01 HM - 5/A10.02 5/A10.02 - 401 3'-0" T-0" 13/4" A WD 10 Ol HM - 5/A10.02 5/A10.02 402A 3'-0" 7'-0" 13/4" A WD 10 01 HM 5/A10.02 5/A10.02 - 4028 3'-0' 1'-0 j_j1 3J4" A WD 10 Ol HM A10.02 SI /A10.02 SIM 1'Doors,frames,removeable mullions and all other finish hardware by storefront or curtain wall manufacturer,unless otherwise noted or specified. See window elevations for frame configurations. 2'Overhead calling door,Including guldes and all finish hardware,by overhead door manufacturer unless otherwise noted or specified. 3'Provide thermal Insulation and Insulating glass at all exterior doors, 0008.00 Issued for Re-Submittal-Performance Arts Center January 08,2003 I New Arlington High School Performing Arts Center Response to City of Arington Permit Review Comments dated September 25, 2002- Attachment for BARRIER-FREE DESIGN Comment#7: Section 02770,Concrete Curbs and Sidewalks www.mcgranahan.com 11 T I I NEW ARLINGTON HIGH SCHOOL PHASE 2 Section 02770,Page 3 ARLINGTON SCHOOL DISTRICT-NO. 16 CONCRETE CURBS McGRANAHAN ARCHITECTS AND SIDEWALKS 1 2 3.02 PLACEMENT OF MATERIAL: If existing sub-grade is unsuitable,it needs to be replaced with 3 new compacted imported gravel fill per Section 02220. 4 5 3.03 INSTALLATION 6 7 A. Cement concrete sidewalks shall be installed per WSDOT 8-14.3. 8. 9 B. Cement concrete curbs and gutters shall be installed per WSDOT 8-04.3 10 11 3.04 EXPANSION AND CONTROL JOINTS 12 . 13 A. Place expansion joints for sidewalks at 15' o.c. maximum, or less if detailed. Where 14 possible,make joints in curbs coincide with joints in walks. See Architectural plans for joint 15 locations. 16 17 B. Fit expansion joints with filler of required profiles,set perpendicular to longitudinal axis of 18 walks or as shown on the Drawings below finish concrete surface. 19 20 C. Provide tooled control joints where shown on drawings or at a maximum 5'o.c.both ways. 21 Control joint depth to be 1/3 depth of slab. See Architectural plans for joint locations. 22 23 3.05 FINISH 24 25 A. Light broom perpendicular to longest dimension of surface. 26 ` 27 B. Sack rub ridges and fill voids in exposed surfaces. 28 29 C. Provide special texture at handicap curb ramps as shown on the plans. 30 31 3.06 PROTECTION: Immediately after placement,protect concrete from premature drying,excessive 32 hot or cold temperatures and injury. Provide barricades as necessary to ensure concrete paving and 33 sidewalks are not subject to pedestrian or vehicular traffic. t 34 35 3.07 AS-BUILT DRAWINGS: Provide as-built drawings prepared by a Washington licensed Land 36 Surveyor or Professional Engineer. As-built information shall be provided to the engineer in an 37 AutoCAD R14 or 2000 file, and show the actual vertical and horizontal locations of all sidewalks. 38 As-builts shall provide data at all changes in grade,and at a maximum spacing of 100 feet. As-built 39 data shall be provided to the engineer by substantial completion date. 40 41 3.08 CLEAN UP 42 43 A. Remove from site concrete spalls,forming debris and other trash. 44 45 B. Clean concrete after sufficiently cured to deter water damage. 46 47 C. Rub ridges and fill voids in exposed surfaces. 48 All 0008.00 December 19,2001 I' I New Arlington High School Performing Arts Center Response to City of Arington Permit Review Comments dated September 25, 2002- Attachment for BARRIER-FREE DESIGN Comment#11: Section 10800,Toilet,Bath,and Laundry Accessories www.mcgranahan.com 12 p1tLINGTON HIGH SCHOOL PHASE 2 Section 10800,Page 3 I1GTON SCHOOL DISTRICT NO. 16 TOILET,BATH, AND LAUNDRY ACCESSORIES �v nNAHAN ARCHITECTS 1. Sizes:As indicated on Drawings. 2. Frame:0.05 inch angle shapes of 18-8,type 304 stainless steel,with mitered and welded and ground corners, no. 4 finish. 3. Backing:Full mirror sized,minimum 0.03 inch galvanized steel sheet and nonabsorptive,shock absorbing filler material. 4. Mounting:Concealed, tamper-proof wall hangers:20 gauge x 15/16 inch galvanized steel,all welded construction to form rigid rectangle. 5. Product: Bradley model 780 or Bobrick model B-290. B. Sanitary Napkin Receptacles (SNR): Surface mounted,22 gauge no. 304 stainless steel,satin finish; cover yequipped with full length piano hinge and handle: bottom unlocks with key;include mounting screws. 1. Configuration:As indicated on Drawings. 2. ,Product: Bradley_mode1,�781-150000 or Bobrick B-270.. """"�,..�- �l �,...fir _. _.v -"' C. Grab Bars(GB): 18 gauge type 304 stainless steel, 1-1/2 inches outside diameter,minimum 0.05 inch wall s!; thickness,nonslip grasping surface finish,concealed flange mounting of 18-8,type 304 stainless steel; 1-1/2 inch clearance between wall and inside of grab bar. 1. Mounting kits and anchor devices included. 2. Length and configuration: As indicated on Drawings. 3. Product: Bradley model 8122 or Bobrick B-62 6.99. .r ` D. Surface' to iie�Iair D 1. Finish: Bright stainless steel. 2. Power: 277V,UL listed for commercial use. 3. Product: ASI"Profile" model 0180-93,ADA compliant unit(4 inch maximum projection from wall). E. Shelves:Provide per requirements of Section 05500 and as indicated on Drawings. 06 FCIC SHOWER ACCESSORIES tyt! A. Shower Curtain Rod(SHR): Stainless steel tube, 1 inch outside diameter,0.04 inch wall thickness, satin-finished, with 1 5/8 inch outside diameter,minimum 0.04 inch thick satin-finished stainless steel flanges, for concealed mounting. 1. Product: Bradley model 9538 or Bobrick model B-207 ;,.. 2. Configuration: As indicated on Drawings. B. Shower Curtain and Hooks: Opaque vinyl,0.008 inch thick, matte finish,with antibacterial treatment,flameproof and stain-resistant. ';. I. Size: 42 x 72 inches, hemmed edges. 2. Grommets: Stainless steel;pierced through top hem on 6 inch centers. f� 3. Color: White. 4. Shower urtain hooks: 18-8,type-304,0.09" stainless steel spring wire designed for snap closure. 5. Product: Bradley model 9537 curtain or Bobrick equivalent]. 6. Product: Bradley model 9536 curtain hooks or Bobrick model B-204-I curtain hooks. Folding Shower Seat(FS): Wall-mounted surface; welded tubular seat frame,structural support members,piano hinges and mechanical fasteners of Type 304 stainless steel,L-shaped, left-hand and right hand or reversible seat. I- Seat: One piece polyethylene seat of color as selected. 2. Product: Bradley models 956 and 9561 or Bobrick models B-507 and B-506. YFCIC UTILITY ROOM ACCESSORIES A Individual Mop and Broom Holder:Spring-loaded rubber cam holder; accomodates handles from 7/8 inch to 1 1/4 inch. Similar to cam holders at.multiple broom and mop units below. Mop and Broom Holder(MBH): .8mm thick satin stainless steel,18-8,Type 304, hat-shaped channel. I. Holders: 5 spring-loaded rubber cam holders. Accomodates handles from 7/8 inch to 1 1/4 inch. 2. Length: Manufacturer's standard length for number of holders. 3. Product: Bradley model 9955 or Bobrick B-233-48. :pp December 19,2001 i i i New Arlington High School Performing Arts Center Response to City ofArington Permit Review Comments dated September 25,2002- Attachment for BARRIER-FREE DESIGN Comment#12: Lavatory and Faucet Catalogue Cut Sheets www.mcgranahan.com 13 +� I I I �I I I I --• -• -- -. -- •.v• ✓✓. ✓ i� it•r.+ u lilu• LUU t/LLYYiIU I YYG ( VUL r-�V9 KOHLEW, FEATURES WALL-MOUNT LAVATORY • 20reousc 1&1china K-2030, K-20315 • Vitreous china Wall-mount K-2032 • 8"centers(K-2030),4"centers(K-2032)or single-hole (K-2031) ADA • With overhow �� I ADA compliant ® With hanger • Drilled for concealed arm carrier m Optional soap dispenser hole on left(-L)or right(R) / CODES/STANDARDS APPLICABLE SpeciFed model meets or exceeds the following: ADA COLORS/FINISHES ASMEIANSI A 112.19.2M • CABO/ANSI A1171 ° 0 White � /APMO/UPC a Other Refer to Fixtures Price Book for additional colors • Canadian Standards Association (CSA) Accessories: • State of Massachusetts o CP Polished Chrome o Other Refer to Faucets Price Book for additional finishes SPECIFIED MODEL: Model Description ColorslFinlshes K 2030 8"centers lavatory less soap dispenser hole 00 While DOther K 2030-L 8"centers lavatory with soap dispenser hole on left 110 White ❑Other K 2030-R 8"centers lavatory with soap dispenser hole on right CIO White OOther K 2032 4"centers lavatory less soap dispenser hole ❑0 White OOther K 2032-L 4"centers lavatory with soap dispenser hole on left 1:10 White ❑Other K-2032-R 4"centers lavatory with soap dispenser hole an right 130 White ❑Other K-2031 Single-hole lavatory less soap dispenser hole 00 White DOther K 2031-L Single-hole lavatory with soap dispenser hole an left ❑0 White ❑Other K 2031-R Single-hole lavatory with soap dispenser hole on right 00 White ❑Other Recommended Accessories K-8998 Trap • ❑CP Other PRODUCT SPECIFICATION: The lavatory with back shall be 20-3/4"in length,and 18-1/4"in width.Lavatory shall be made of vitreous china. Lavatory shall be wall-mount with hanger. Lavatory shall have 8" centers (K-2030), 4" centers (K-2032), or single-hole (K-2031) drilling. Lavatory shall have overflow. Lavatory shall be ADA compliant. Lavatory shall be drilled for concealed arm carrier. Lavatory shall have optional soap dispenser hole on left(-L)or right(-R).Lavatory shall be Kohler Model K- We reserve the right to make revisions without notice h the design of fixtures or in packaging Page 1 of 2 unless this right has specifically been waived at the dme the order is accepted. 115738-4-SA (-) i �. I nvo ld+6 L.urIIICU10 111U LUJ aLLUuOu J—U;JL r•uuJ r-oa,r GREENWICH PRODUCT INFORMATION ADA compliant. Fixture*: basin area water depth Lavatory 15"x 10` 3-1/4" Outlet 1-314"D. Approximate measurements for comparison only. Holes K-2030 K-2032 K-2031 Spout 1-3/18" D. 1-3/16" D_ 1-3/8" D. Faucet 1-7/16" D. 1-3/16,D. Soap dispenser Included Components: Hanger 164839 Supplied hanger not used with concealed arm carrier. INSTALLATION NOTES Refer to installation instructions included with fixture before beginning installation. CONCEALED ARM K-2030 HOLE LOCATIONS K-2032 i 20-3/4" -R -L _R _ 4 F 4, j 4,, 4-3/4" -' 3-1/4" _44-3/4" - 8-1/2" 7-13/16" U -- 13-314 U 8-1/4" 1-1/4" D- 34"J, 1 6-1/2" LEVELING K-2031 27" SCREW HOLE -L _R 1.1/4" D. 1-1/4" D. MIN. . LEVELING 17-114" I ...."LEVELING SCREW LOCKING 4-3/4'Z 3-5/a'' :9~ 8-1/4" DEVICE HOLE HOLE ADA CLEARANCE 7-3/4" (S) 3/8"_COLD 28-7/8" J - — — — 4" 4" ADA DRAIN OUTLET 3/8" 1-1/4" OUTLET 31., Roughing-In Notes HOT —16-1/2" —Dimensions from centerline to centerline of brackets, *Based on K-8998, with 1"tailpiece exposed. .75<14 (T) Pop-up drain 13-3/8", grid drain 12-1/2". (S) 14' (Based on 12"riser which may require cutting). PRODUCT DIAGRAM K-2030, K-2031, K-2032 Greenwichvm Lavatory Page 2 of 2 LER• 115738-4-BA (-) F 1 w6 ninon u 1116. AVQ aLLWQVW i-uuc r.uu4 r au4 111160 n e L.A4 LN LiB Aq 2100 SOUTH CLEARWATER DRIVE 844-E12-669 DES F U C E T S �, 847-B03-IS 00 ILLINOIS 60018 5999 SUBMITTED MODEL NO. Last As Long As the Building JOB NAME ITEM NO. _ SUBMITTED AS SHOWN c+ ANSI A112,18.1 c SUBMITTED AS NOTED CSA 0125 ea SEE ATTACHED FOR re SUBMITTED MODIFICATION a CD 0 ADA COMPLIANT a C3 0 a a� y 6-3/4" a [ I71mm) ( 105mml co 4 1 /2" COVER PLATE % 1114mml 6- 1 /4" X 2- 1 /4" 1159mm X 57mml n 2,1 y (51 mm] h z --I Imo-- 7/8" DIA, 7/8" (22mm) DIA...r�_ (2 2 mm) CJ1 6- 1 /2" 1 - 1 /8" (29mml a 1165mml MAXIMUM WARE 4" C-C THICKNESS I o ( 102mm] cc co z I -y I E n -- 3- 1 /2" 1 /4" NPT MALE 0 (89mm) THREAD INLETS DIMENSIONS IN INCHES AND(MILLIMETERS) TECHNICAL DATA SPECIFICATION MANUAL DECK MOUNTED LAVATORY FAUCET WITH COVER PLATE E12 SOFTFLO OUTLET 6619 PUSH BUTTON HANDLE(SPECIFY INDEX) 2.0 GPM(7.6 Umin.)®80 PSI %':VP METERING CARTRIDGE ANSI A112.19.1 COMPLIANT MIXING TEE WITH CHECK TAILPIECES CSA B125 COMPLIANT POLISHED CHROME FINISH OR AS SPECIFIED i I New Arlington High School Performing Arts Center Response to City of Arington Permit Review Comments dated September 25, 2002- Attachment for BARRIER-FREE DESIGN Comment#16: Accessible Drinking Fountain Catalogue Cut Sheet. www.mcgranahan.com 14 �: I I 1 I tl� , 14 gauciu satin finish stainless steel cabinet ( ,, 6ulibler'tiead lopked by stainless ,;• fi. t" *"' steel pin in base, Y s tia X Recessed push button— � � _� .' VIP- chrome-plated chrome-plated brass,front adjustable • Finder Safe Ventilation Louvers— ,„�,,;..w•�^' {t� 'Y 1/a",x 1/2"slots covered by SS 'r'•'' <•%i <^rire mesh. JW Wall Mounted Models Only One piece welded assembly. t� Gc-InToured bowl and stralner' •Access Plate-14-gauge,one piece • Hidden vandal-proof fasteners ,. -1 Wk. r , \e ey-' r. „r t t1�• i 1. 1. Ideal for tne in correctional I InStltUllOno and other vandal prone locations such as schools,parks, and roadside reststops. • 1 .: I 1 vuI-UI-UL U •VU rnuwi o6c CrimmatifS Inu. 404 ULLUOU0 U04 r.uuo r om o.. A:V"I_ �e \N � m y!! Q Q L �� r 15 c � W J W _ g tn Z?r x cO CO CD N p t0 r. N E c cfl �- E f I r- Ln r, N [O \ n W C O W a e LL00 N N� e LL �^ LL $ay, x a N c <qg S� c $ O rD E a p b O) � U m i I I I I NEW ARLINGTON HIGH SCHOOL-PHASE 2 Section 16775 Page 4 ARLINGTON SCHOOL DISTRICT NO. 16 AUDITORIUM SOUND REINFORCEMENT SYSTEM MCGRANAHAN ARCHITECTS 1 15. Console Interface Panel(CEP):provide for connection of inputs and outputs per functional diagram. 2 Provide multiple pin connector,equal to Elco/Edac,mating to console interface multi-snake.Mount 3 connector to appropriately sized junction box located below mixing location.Provide isolation/split 4 transformers from six stage floor box microphone jacks and from stage floor box auxiliary input jack. 5 Proco or equal. 6 16. Automatic Mixer: Biamp VRAMeq 7 17. Automatic Mixer Remote Control:Biamp RT/WMC.Provide wall mounted remote control functions 8 for Master Volume,Mic 1-4 Volume,and Auxiliary input Volume. 9 1.8. Paging Mixer/Amplifier:Mackie AM 4160.Connect tape output to Production IC master station input 10 for house microphone playback through IC system. 11 19. CD-R/RW Recorder/Player.Harmon Kardon CDR 20.Provide with Rack Mount Kit and Bezel. 12 20. Cassette Deck:Harmon Kardon DC520.Provide with Rack Mount Kit and Bezel. 13 21. Wireless Microphones: Sennheiser SKM 300 handheld transmitter/EM 300 receiver,wireless 14 handheld microphone system.Provide with 2)GA-1 rack mount kits,ASP-1 Antenna Sputter and AM- 15 1 front antenna mounts.Coordinate and provide antenna mounting for proper reception from 16 transmitters in the theatre,to receivers in rack.Provide 2 complete systems. N/D 267as.Provide 6 complete with 15'cables,4-50' extension 17 22. General Purpose Microphones:EV 18 cables and 2-100'extension cables. 19 23. Fly loft Microphones:EV RE90M Provide 2 complete and installed.Provide Neutrik NC3FDL-1 20 connectors on black anodized aluminum plate for 4 microphone locations in ceiling.Place the two 21 installed microphones in the central most stage jack locations of the fly loft.Aim inicrophones for 22 maximum pick-up of stage audio. WT 23 24. House Monitor Microphone: Crown Sound Grabber II.Coordinate mounting into ceiling reflector. 24 25. Paging Microphone: Shure 415B.Provide 2.Mount to custom black anodized aluminum plate.Label 25 plate"THEATRE PAGE". 26 26. Microphone Stands:Atlas TL34-BBE.Provide 6. 27 27. Production Intercom Master Station:Telex SPS 2000A 28 28. Dual Channel Intercom Speaker Station(SS-2):Telex SS-2000 29 29. Intercom Outlets(VWP):Telex WP-3 30 30. Intercom Belt Packs:Telex BP-2000.Provide 4 with 4) 15' cables and 4)50' extension cables. 31 31. Intercom Headsets:Telex PH-1.Provide 4.. , 32Sl � (� is n L wY a 33 ( (Ci 33. A sisted Lis ening System:Phonic Ear PE 550T transmitter and standard antenna (provi�Phonicc 34 U` / Ear PE 300R receiver with Phonic Ear AT538-SS E�arbuds(provide 10).Provide complete system withIS 35 �`�C� mou power suppl and receiver batte es.S 36 34. Floor ox: �L- P- rove a inserts or microphones and line input. 37 35. Sound System Input Panels:Provide Neutrik NC3FDL-1 connectors on black anodized plates for fixed 38 microphone inputs.Number of jacks on plate per drawings.Nomenclature shall be minimum 118" 3 g ARIAL typeset laser engraved on plates with input nomenclature to match mixer labeling.Provide isolated TR 40 S`/,"connectors on black anodized plates for auxiliary inputs. 41 36. Monitor Speaker Outlet Panels:Provide Neutrik NLAFP connectors on black anodized plates for 42 monitor speaker outlets.Number of jacks on plate per drawings.Nomenclature shall be minimum 1/8" 43 ARIAL typeset laser engraved on plates with input nomenclature to match mixer labeling. 44 37. Main Equipment Rack: Mid Atlantic ERK-4020/CBS-ERK-20.Provide 1)UD3/KYLK drawer and 45 lock,Provide sufficient panel space to accommodate all equipment with 25%spare capacity.Provide ' 46 with blanks and vents. 47 38. Console Rack:Mid Atlantic BRK-12.Place rack adjacent to mixing console.Devices may connect 48 directly to mixer via short snake or via CIP,at contractors option. 49 39. Equipment Rack Power Distribution:Lowell U181 W/UL180 or equal as required.Provide power 50 distribution for all racks. i 51 52 August 21,2002 0008.00 Issued for Bid-Performance Arts Center I 1 New Arlington High School I �� &s Response to City ofAyzngton Permit Re Attachment for WASHINGT DDE Comment#2: Section 08800, Glazing www.mcgranahan.com 16 i I NEW ARLINGTON HIGH SCHOOL PHASE 2 Section 08800,Page 2 ARLINGTON SCHOOL DISTRICT NO. 16 GLAZING McGRANAHAN ARCHITECTS 1.04 PERFORMANCE REQUIREMENTS A. Provide glass and glazing materials for continuity of building enclosure vapor retarder and air barrier: 1. In conjunction with materials described in Division 7-Thermal and Moisture Protection. 2. To maintain a continuous air barrier and vapor retarder throughout the glazed assembly from glass pane to heel bead of glazing sealant. B. Contractor shall be responsible for compliance with all requirements of UBC Chapter 24 — Glass and Glazing, including requirements to provide safety glazing in hazardous locations. Contractor shall be responsible to review contract documents to determine locations where UBC requirements apply. C. Provide insulating units with minimum heat transmission coefficient as follows: U-value of 0.52. U- values for all glass and glazing shall be determined per the Washington State Energy Code. 1.05 SUBMITTALS A. See Section 01300-Administrative Requirements,for submittal procedures. B. Product Data on Glass Types: Provide structural, physical and environmental characteristics, size limitations, special handling or installation requirements. C. Samples: Submit two samples of each type of glass, 8 x 8 inches in size,showing coloration and design. D. Samples: Submit 24 inch(minimum)long bead of glazing sealant,of selected color. 1.06 QUALITY ASSURANCE A. Perform Work in accordance with GANA Glazing Manual and FGMA Sealant Manual for glazing installation methods. B. Installer Qualifications: Company specializing in performing the work of this section with minimum 5 years documented experience. 1.07 ENVIRONMENTAL REQUIREMENTS A. Do not install glazing when ambient temperature is less than 50 degrees F. 1.08 WARRANTY A. See Section 01780-Closeout Submittals,for additional warranty requirements. B. Provide a ten (10) year warranty to include coverage for sealed glass units from seal failure, inteipane dusting or misting, and replacement of same. PART 2 PRODUCTS 2.01 FLAT GLASS MATERIALS. A. Manufacturers: 1. AFG Industries,Inc 2. Ford Motor Co. Glass Div. 0008.00 December 19,2001 i i McGRANAHANarchitects 253 3833084 T 253 F 2111 Pacific, Suite 100 Tacoma, Washington 98402 383 3097 TRANSMITTAL New Arlington High School - Performing Arts Center Arlington School District No. 16 Re: Response to City ofArlin,gton Permit Be-submittal Revieav Comments discussed during our 2-12-03 meeting Via: Mail Fax e-mail Delivery Pick-up Cover Page + 20 pages From: Mark Bergquist,Project Manager Email: mark.bergquist@mcgranahan.com Date: 2-14-03 ■ Dr.Warren Hopkins,Ass't Supt.,AHS ❑ Daren Bitterling,PM,BCE Engineers ■ Terry Marsh,PM,AHS ❑ Chris Lilley,PM,mcg-ARC ❑ Brian Phair,PM,PCSA Engineers ❑ Garner Miller,PA,mcg-ARC ❑ Carol Modjeski,PM,Warner Engineering ❑ Dan Record,Superintendent,Absher Const. ❑ Jonathan Morley,Berger Partnership ■ Curt Gimmestad,PM,Absher Construction ❑ Boyka Thayer,Tattersall Design ❑ Jenkins Dossen,Project Coordinator,Absher ❑ Mohamed Ait Allaoua,SSA ■ Gregg Eaton,Engineering Tee14-Min on ❑ Barbara Chandler,Principal,C/W Design ■ Dave Anderson,Building Official,Arlingtbn ❑ Scott Zimbelman,PM,BCE Engineers ■ File 0008.00-3 -- -- Dave, Again, thank you for meeting with us Wednesday afternoon in order to expedite the process for obtaining the permit for the new Performing Arts Center.Attached you will find our responses to those comments and questions which we were not able to resolve during the course of our meeting.Along with this cover letter and the responses contained herein,I have included 8-1/2 inch x 11 inch format sketches and attachments that indicate any revisions to the January 8, 2003,permit re-submittal drawings &documents. I am faxing a copy to you initially,and I will follow up by mailing two copies If you have any questions with respect to the responses,please phone or e-mail me directly. RECEIVED FEB 1 CITY®F ARLINGTOW www.mcgranahan.com 0008.00-3 New Arlington High School - Performing Arts Center Response to City ofArlinglen Permit Re-submittal Review Comments discussed during our 2-12-03 meeting NONSTRUCTURAL 1. The height of the stage appears to exceed 50'at the highest point of the roof decking over the stage. Therefore, this is a ltgdimate state. Section 405. All of the requirements far a legitimate stage must be detailed. Please see revised sheet A6.02. The bottom of joist elevation has been lowered 10" to 47'-2".This will put the bottom of the roof deck at it's Highest point at elevation 49'-8 '/4" (The main roof joist is 21" deep,roof slopes 37'-0"at'/4"per foot, equaling 91/4"). This item was resolved by the January 8,2003,permit re-submittal set of drawings. 2. The stage must be separated from the remainder of the auditorium by a 2-hour occupancy separation. Section 405.3.1. The opening must be protected with a 1-1/2 hour listed assembly or a curtain complying with UBC Standard 4-1. No longer applicable, since stage height has been reduced to less than 50 feet. This item was resolved by the January 8, 2003,permit re-submittal set of drawings. 3. Accessory rooms must be separated from each other and from other building areas by a one-hour occupancy separation. Section 405.3.2. All openings must be protected with one-hour listed assemblies. See revised Life Safety sheet LS1.00,A2.01, and Specifications Section 08050,Door Schedule. Section 405.3.2 states that"...accessory spaces contiguous (touching) to stages shall be separated from one another and other building areas by a 1 lir occupancy separation." On sheet LS1.00 all such rooms are identified as being separated by a 1 hr occupancy separation. On sheet A2.01, this separation is identified by rated wall types,all of which are currently present except one- the rating between dressing rooms 110B and 110A has been changed to 1 hour. In addition, doors 105A, 107A, 10713, 109, 110A, 11013, 112, 113, 114 have been changed from 20 min openings to 60 min openings. 108 and 115A have been changed to 90 min Follow-up response to question, Should the walls surrounding the ST02 & ST03 Stairs be 1-hour rated assemblies, in so far as the exit pathway from the Orchestra Pit leads through these two stair enclosures? See the attached plancuts from drawings A2.01 &A2.02,sketches SK-A0021 SK-A003 &SK-A004. The exit pathway for the Orchestra Pit is through the enclosure of Stair ST03 only and not through the enclosure of Stair ST02.The walls enclosing Stair ST03 have been revised to be 1-hour rated assemblies.The doors that occur in these rated walls will be rated as required to comply with the 1-hour rated wall assemblies: see doors 002, 106A, 10613,202, 302,402A&402 as shown in the attached,revised door schedule. Exterior door 106C has been added,per sketch SK-A002&the revised door schedule,allowing for direct exit from Stair ST03 and the Orchestra Pit to outside the building as opposed to the exit pathway passing through the Auditorium. Follow-up response to question, Should doors 105B& 106A swing out with the direction of traffic exiting the Orchestra Pit?These doors do not serve the exit pathway for occupants of the Orchestra Pit;therefore, they are not required to swing out.The doors that do serve the exit pathway from the Orchestra Pit, doors 002& 106C, do swing in the direction of exiting traffic. Follow-up response to question, Is the overhead coiling door 115B that's shown in the Concessions Room a rated door?Yes,per the attached door schedule, this overhead coiling door is rated as required for the 1-hour rated wall assembly in which it occurs. www.mcgranahan.com 2 l ti New Arlington High School - Performing Arts Center Response to City ofArftton Permit Re-submittal Review Comments discussed during our 2-12-03 meeting Follow-up response to the comment,The 2-hour rating at the plumbing wall along the back of the public restrooms may occur just at the block portion of the wall. Per the attached A2.01 plancut, sketch SK-A001,we have revised the configuration of the 2-hopur rating as has been suggested. Follow-up response to the comment, It doesn't appear as though the 10'-0"length of block wall that is between the existing Building F's west wall and the ticket booth window along grid-line G1 is required to be rated as indicated on drawing LS1.00.Per the attached question&answer from out of the UBC Application/Interpretation Handbook,we would like to leave the rating as it's currently indicated. I do note that the rated portion of this wall does stop short of the ticket booth window;therefore, the window need not be rated construction. Follow-up response to the question, Does the structural connection detail 15/S6.03 require fireproofing,given that it shows a connection to a 2-hour rated area separation wall?No, this detail does not require fire-proofing,in so far as the epoxy bolts securing the beam embed plate do not pass entirely through the rated block wall to the other side. Follow-up response to the question, Does the structural connection detail 15/S6.04 require fireproofing,given any location where it connects to the 2-hour rated area separation wall?No, this detail does not require fire- proofing.At the condition in question,where the column occurs adjacent to the rated block wall,there is no shear plate on the wall side of the detail. 4. Construction joints at the top of walls that require protected openings(corridors, occupancy separation walls, etc.) should be listed construction joint assemblies. The luting number(UL, ICBO, etc.) along with construction details should be provided on the plans. Construction joints should be capable of accommodating the anticipated deflection of ad acent structural members. See Sheet A9.00 for all construction joints and other fire rated assembly details. UL numbers for each system are identified as appropriate. See wall sections and ceiling plans for locations and call-outs. Follow-up to the comment,The City requires deferred submittals with respect to the firestopping&fire caulking materials to be used as part of the detailing per the UL assemblies shown on the drawings. Absher confirmed that the firestopping&fire caulking materials to be used on the PAC are the same materials that are being used on the main new high school building.They will re-submit the material product data&specifications for firestopping and fire caulking materials prior to their being installed as part of the PAC construction. 5. Standpipes, as required by UBC Section 904.5 &Table 9 A, should be specified on page LS1.00. Standpipes will be part of the bidder-designed sprinkler system. Specifications section 15330 requires the system to be designed and installed to meet all applicable codes,including providing required standpipes,and should be reviewed as such when the sprinkler design is submitted. A note on Sheet LS1.00 has been added to state this requirement. Follow-up to the comment,The location of the standpipes must be indicated.The District's site representative, Terry Marsh, and a Fire Department representative will review& confirm the locations of the fire department siamese connection per civil plan C1.01 and the sprinkler riser per plumbing plan M1.01. www.mcgranahan.com 3 1 I 1 I I New Arlington High School-Performing Arts Center Response to City ofArlingten Permit Re-submittal Review Comments discussed during our 2-12-03 meeting 6. An approved fare alarm ystem is required in group A occupancies as required by UBC Section 305.9. A specification indicating this should be added to page LS 1.00. Sheet E0.01 for legend of Fire Alarm Symbols, and sheets E3.01 and E3.03 for locations of fire alarm components. See revised sheet LS1.00, a note has been added referring to the preceding Electrical Drawings: Follow-up to the comment, Fire detection must be provided even as part of building just the shell. Heat& smoke detectors will be provided inside the Performing Arts Center shell, and these devices will be connected to the main building fire alarm panel,as part of the PAC shell construction. MEANS OF EGRESS 1. The `Auditorium"exiting ystem must comply with the requirements of Section 1007.2.2 for Main and Side exits. See revised sheets LS1.00,A2.01,A6.01,A6.02, and Specifications Section 08050, Door Schedule. The two exits at the back of the Auditorium have been designated the "Main Exit" for purposes of this code. The exits to either side of the cross-aisle have been designated"Side Exits"and each leads to an"exit" as defined by section 1007.2.2 and section 1005. This item was resolved by the January 8,2003,permit re-submittal set of drawings. 2. The plans must designate one Main exit. The Main exit must be capable of accommodating'/z of the occupant load. See revised sheets LS1.00,A2.01,Specifications Section 08050,Door Schedule. The two exits at the back of the Auditorium have been designated the"Main Exit" for purposes of this code. '/z the total (738) occupant load is 369. 369 x .2 = 73.8",which is the required width at this Main Exit. The width of each set of exit doors has been increased to 38",providing a total exit width for both exits of 76" to accommodate '/z the total occupant load of the Auditorium. Follow-up to the comment,Do show that the required minimum exit width indicated for the Main Exit is being provided. See the revised door schedule attached,which now indicates a T-4"width (40 inches) for doors 103F, 103G,200A&200B. 3. Two Side exits must be provided. Each Side exit must accommodate at least 113 of the occupant load. Side exits are normally provided at each side of the main assembly area. See sheet A 2.01 and Specifications Section 08050,Door Schedule. 1/3 the total occupant load of the Auditorium is 246. 246 X.2 = 49.2",which is the required exit width of each side exit. Total with of the East side exit,doors 103A and 103B,is 144". Total width of the West side exit, door 103D,has been increased to 72"by changing the exit door to a pair of 36" doors. Stair ST04 requires 73.8"of width to accommodate 246 occupants, the width has been changed to 80"accordingly. Follow-up to the comment,Do show that the required minimum exit width indicated for the west Side Exit is being provided. See the revisions per the attached A2.01 plancut, sketch SK-A002&the revised door schedule,which now indicate a pair of T-0"wide doors (36 inches at each leaf) for exterior door 103E.We've eliminated door 103D at the Vestibule. www.mcgranahan.com 4 i I New Arlington High School- Performing Arts Center Response to City ofAr/ington Permit Re-submittal Review Comments discussed during our 2-12-03 meeting 4. Each Side exit must exit to a stair enclosure, horizontal exit, exit passageway or directly to the exterior. See revised sheets LS1.00,A2.01,A6.01,A6.02,A9.00 and Specifications Section 08050,Door Schedule. The West Side Exit discharges directly to the outside. The East Side Exit discharges through a new Horizontal Exit in accordance with UBC section 1005.3.5. See LS 1.00 for location of the 2 hour occupancy separation comprising this exit. See A2.01,A6.01,A6.02,A9.00,and the door schedule for construction of this 2 hr wall. This item was resolved by the January 8, 2003,permit re-submittal set of drawings. Follow-up to the comment,The stairs and landings as indicated for Stairs ST02, ST03 & ST06 (per plan 4 & section 5 on drawing A7.01 and per plan 4 & section 5 on drawing A7.02) should include hand-rails and guardrails which are all configured with a maximum 4 inch open space in any direction, as currently indicated only at rails between the Orchestra Pit and the main floor of the Auditorium in Stairs ST02 & ST03.Per code section 509.1.2 attached,guardrails need not be provided at the locations in question. If standard rails or infill panels were to be provided at these three sets of stairs&landings, then their function as stagecraft elements would be rendered useless; the rails&infill panels typically required at stairs &landings accessible to the public would not allow access to the the rigging and lighting that these three sets of stairs serve. Thus the reason the code includes the referenced exception.With respect to any concern about high school students being introduced to the backstage activities that support musical& theatrical performances,please note that such activities would be strictly supervised by adult personnel on site. 2001 WASHINGTON STATE REGULATIONS FOR BARRIER-FREE DESIGN 1. Since this building will be used for public assembly(after school hours),separate accessible parking facilities should be provided. As assembly activities in the Theater will primarily be performed in the evening hours,it is assumed the parking facilities for the Theater are shared with the High School. Therefore parking for this facility,including accessible has been reviewed and approved under the Permit for the New Arlington High School project(permit#02-4947). Sheet A1.00 and A1.01 have been revised to show the existing parking,including existing accessible parking. . Per the City of Arlington Unified Development Code,one stall is required for every 3 fixed seats, equaling 234 stalls. The WSA requires seven accessible stalls be provided, one of which is a van accessible stall. There are 513 standard parking spaces on the front side of the school that will serve the Performing Arts Center (441 in the Student lot,and 72 in the Bus loop area). In addition,nine accessible stalls are provided,including two van accessible stalls. These have all been noted on revised sheet A1.01 This item was resolved by the January 8,2003,permit re-submittal set of drawings. 2. The site plan should show an accessible route of travel from the public way to the accessible entrances. Section 1103.2.2. The accessible routes from the public way to the sidewalk(adjacent to the accessible parking area)leading to the plaza at the Lobby/main entrance have been reviewed and approved under the Permit for the New Arlington High School project This item was resolved by the January 8, 2003,permit re-submittal set of drawings. www.mcgranahan.com 5 k: I� I 1 I New Arlington High School - Performing Arts Center Response to City of Arlington PermitRe-submittal Review Comments discussed during our2-12-03 meeting 3. The total required accessible parking spaces should be indicated, one of which should he van-accessible. Sections 1107.1.1, 1107.1.5, Table 11-F. See response to comment#1 above. This item was resolved by the January 8,2003,permit re-submittal set of drawings. 4. Van-accessible parking spaces should be 8'wide, with a,#acent 8'wide access aisles(which may be shared with an adjoining space). Section 1107.2.2. See response to comment#1 above. This item was resolved by the January 8, 2003,permit re-submittal set of drawings. 5. Each accessible parking space should be shown as having a sign 3 V'high centered at the head of the space and bearing the words, "State Disabled Parking Permit Required" Section 1107.3. See response to comment#1 above. This item was resolved by the January 8, 2003,permit re-submittal set of drawings. 6. The accessible parking should be located on the shortest possible accessible route of travel to an accessible entrance. Section 1107.1.6. Parking,including accessible parking, for this facility is shared with the High School,and has been reviewed and approved under the Permit for the New Arlington High School project. Since accessible parking is shared by the school and the Performing Arts Center, "parking spaces are dispersed and located near the accessible entrances" (WSA 1107). This item was resolved by the January 8,2003,permit re-submittal set of drawings. 7. The type of sl p-resistant surface on the accessible route of travel should be specified. Section 1106.7.3 Concrete finish on all sidewalks for the New High School and the Performing Arts Center is a light broom finish. See attached excerpt from the project specifications section 02770, Concrete Curbs and Sidewalks. This item was resolved by the January 8,2003,permit re-submittal set of drawings. 8. Areas of evacuation assistance and all of their details such as si.Ze, location, telephone,fire protection, signs, etc. should be shown. The exterior stairs at the side exit should be provided with an area of evacuation. Section 1104. Per the exception in section 1104.1,areas of evacuation assistance are not required for buildings which are fully sprinklered and equipped with quick response sprinkler heads provided the Owner submits an Evacuation Plan which is approved by the Building Official. This approach was reviewed with the City of Arlington and CW Associates previously for the New High School project, and we assume this approach is acceptable for the Performing Arts Center as well. The Evacuation Plan will be submitted to the City for approval prior to occupancy. Follow-up to the comment,The District must submit an Evacuation Plan as a requirement for occupancy of the Performing Arts Center. The School District will submit such a plan in a timely way so as to allow the City's Building Department and Fire Department to review and approve it. www.mcgranahan.com 6 i I New Arlington High School- Performing Arts Center Response to City ofArlington Permit Re-submittal Review Comments discussed during our 2-12-03 meeting 9. All doors in the buildi�rg which have a latch set or lock set should have lever-type operating hardware. Section 1106.3.1 All door operating hardware is specified to be lever-type meeting the requirements of WSA section 1106.3.1. This item was resolved by the January 8,2003, permit re-submittal set of drawings. 10. Door thresholds should be shown as no higher that%". The edges should be beveled at 1 vertical.-2 hori.Zontal, with maximum edge height of'/4". Sections 1106.10.4, 1106.6 All thresholds are specified to meet ADA requirements and not to exceed'/z". This item was resolved by the January 8,2003, permit re-submittal set of drawings. 11. An ambulatory accessible water closet stall is required in addition to the wheelchair accessible stall, since there are more than 5 toilets in 118. It should be 3'-0"wide and have an outwardly rsvinging,self-closing door. Section 1105.2.2. 1106.11.4. The length, height, diameter, wall clearance, and position of the two grab bars at the water closet should be dimensioned on the plans. Section 1106.11.5.3. See revised sheet A2.03 for additional requested information concerning the required ambulatory stall in the Women's rest room 118,including grab bar dimensions. See detail 1 for grab bar height, and detail 2 for plan dimensions. See attached specifications section 10800,Toilet,Bath and Laundry Accessories, for grab bar diameter and clearances. This item was resolved by the January 8,2003, permit re-submittal set of drawings. 12. I ever-type faucet handles should be provided no more than 17"from the front of the lavatory. Section 1106.11.7.5 Lavatories are specified to meet ADA requirements. See attached cut sheets on lavatories used in the restrooms on this project. Note: faucets are push button type rather than lever type,in accordance with section 1106.3.1. This item was resolved by the January 8, 2003,permit re-submittal set of drawings. 13. Drain p pes and hot waterp pes should be shown recessed and insulated orguarded to prevent contact. Section 1106.11.7.4 See detail 10/A9.01 as referenced from 1/A2.03 for typical pipe guard at all lavatories. This item was resolved by the January 8,2003,permit re-submittal set of drawings. 14. The international ymbol of access should be displayed at the accessible building entrances and all areas of evacuation assistance. Section 1103.2.3 &4 All building entrances to the Performing Arts Center are accessible,and are not required to have signage per WSA section 1103.2.4.1.2. The entrances are the main entrance to the Lobby,and Door 107C to the side stage. This item was resolved by the January 8,2003,permit re-submittal set of drawings. 15. Signs for the visually impaired should be provided to identij,public toilets rooms, stairs, and elevators. Where other signs are provided, they should also comply. Section 1103.2.4, 1106.4.1 All toilet rooms and stairs are provided with accessible signage.They are shown on sheet A9.03 and specifications section 10400,Signage Schedule provides the locations of each sign. www.mcgranahan.com 7 �; I I I New Arlington High School - Performing Arts Center Response to City ofAr/ington Permit Re-submittalReview Comments discussed during our2-12-03 meeting Follow-up to comment,With respect to mounting details 1,2 &3 on drawing A9.03,note that detail 2, showing a sign mounted in the middle of a door, ought to be used only when there is no space available for the sign on the wall at the latch side of the door. See Section 1106.16.2.Yes,we agree; detail 2 is included only for the limited locations where there is no space available on the wall at the latch side of the door. 16. Waterfountains should be detailed so that compliance with Sections 1106.13can be verified, Section 1105.4.1 See sheets A2.01 and A2.03 for barrier-free designation of water fountains. See A8.00 for mounting heights of water fountains. See attached cut sheets on specified water fountains for ADA compliance. This item was resolved by the January 8, 2003, permit re-submittal set of drawings. 17. Ifprovided, at least one public telephone should be accessible per Section 1105.4.2. This should be noted on the plans. See revised sheet A2.03 for barrier-free designation of telephones. See sheet A8.00 for height of accessible telephones. This item was resolved by the January 8, 2003,permit re-submittal set of drawings. 18. The assembly room requires 8 level wheelchair spaces, 33"wide x 48"deep (60"deep for side approach). They should be distributed throughout the seating plan and located so that occupants have unobstructed lines of sight. Section 1103.1.2, 1106.21.1.2, Table 11 A See revised sheet A2.01 and TS2.01 for seating plan. Nine accessible spaces are provided below the main cross- aisle, though only five of the seats are drawn,as the opposite-side seating layout is identical but opposite hand to what is shown. We have added the additional accessible seats to A2.01 for your review This item was resolved by the January 8,2003, permit re-submittal set of drawings. 19. In addiction to the wheelchair spaces, 7 (1%)aisle seats should be provided with removable armrests. The locations of all the accessible seats should be clarified on the plans. Section 1103.1.2.1 See sheet TS2.01. There are a total of 8 seats with removable armrests,designated as "T" (transfer arm) on the plan. Six of these are located in the lower section of seating adjacent to a removable seat/wheel chair space,and are adjacent to the cross-aisle. Two of them are at the ends of the top row of the lower seating section, adjacent to both the cross-aisle and the side aisles. Note: the seating plan only shows graphically one half of these seats,the layout is identical but mirrored on the other side of the auditorium. This item was resolved by the January 8,2003,permit re-submittal set of drawings. 20. Assistive listening devices are required in the assembly area, since fixed seats are provided and the occupant load is 50 or more. The minimum number of devices required is 4%of the fixed seats in the room;this should e noted on the plans. Section 1103.1.2.2 See attached revised Specifications Section 16775.1.09.A.33,which provides for 28 wireless listening devices. This item was resolved by the January 8,2003,permit re-submittal set of drawings. www.mcgranahan.com 8 1 I I I f New Arlington High School - Performing Arts Center Response to City ofArington Permit Re-submittal Review Comments discussed during our 2-12-03 meeting 2001 WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE CWAC 51-11) 1. R-10 slab insulation is required and should be installed in a manner which will provide a complete thermal break as required by UBC Section 1311.5. Please revise the plans. See 1/A6.03 for typical slab and foundation detail call-outs. This detail provides 1/2" field joint with asphaltic filler and sealant to create the thermal break, and 2"rigid insulation from the top of the footing to the bottom of the slab. Though this detail is typical for all exterior footings,graphically this was not consistently drawn on all sections. See revised A6-series drawings details meeting the requirements of this section. Follow-up to the comment,You must provide a minimum 2'-0"length of the 2 inch rigid insulation shown in the typical wall section 1/A6.02.We will provide the minimum 2'-0"required,running the additional length horizontally beneath the slab, as indicated on the attached A6.02 section cut, sketch SK-A005. 2. The designer should note on the plans that allglaj�ing shall be certified and labeled with its U factor and solar heatgain coefficient by an independent agency licensed by the NtRC. W/SEC Section 1312.1 See attached excerpt from the revised Specifications Section 08800 Glazing. A line has been added addressing the above comment. This item was resolved by the January 8,2003,permit re-submittal set of drawings. MECHANICAL 1. Penetrations of the 2-hour rated occupancy separation wall at the stage separation must be provided with 1-1/2 hour smoke/fire dampers. All penetrations through the 2-hour rated occupancy separation wall at the stage are provided with fire/smoke dampers meeting the rating requirements. See sheet M5.02 for the damper locations. This item was resolved by the January 8,2003,permit re-submittal set of drawings. 2. Combination fire/smoke dampers are nguiird for 1-hour occupancy separation walls of the accessory rooms adjacent to the stage. All penetrations through the 1-hour occupancy separation wall of the accessory rooms will include fire/smoke dampers meeting the rating requirements. See sheet M5.01 for the damper locations. This item was resolved by the January 8,2003,permit re-submittal set of drawings. STRUCTURAL 1. Foryour information, 'Special lnspection"is required for: Steel deck welding Concrete construction Structural steel welding High strength bolting Anchor bolts(fable 19-F) www.mcgranahan.com 9 I New Arlington High School - Performing Arts Center Response to City of Arlington Permit Re-submittal Review Comments discussed during our 2-12-03 meeting The inspection of the above items are stated to be required on sheet 51.01 under the paragraph on"Special Inspection". This item was resolved by the January 8,2003,permit re-submittal set of drawings. 2. Structural observation by the engineer of record must be provided for all of the structures since they are of an Occupancy Category 3— Special Occupancy Structures. This is a requirement and not an option. This must be noted on the plans. Section 1702, 106.3.5 and Table 16-K Per sheet S1.01, General Notes,2nd paragraph,structural observation will be performed by periodic site visits by the structural engineer. Follow-up to the comment,The structural engineer of record must observe all construction that relates to the structure of the building.The District has contracted with McGranahan Architects and their consultants,including the structural engineer, to provide periodic observation of the construction.from the beginning of the project, following the issuing of the building permit, to the substantial completion of it at the time the occupancy permit is issued. Periodic observation of all structural work and review of shop drawings will be provided by the structural engineer of record, PCSA Engineers,Inc. 3. Alro,you must clarify with the owner if any of these structures are to be used as an emergency preparedness center. If so, then the Importance Factor(1)must be revised in accordance with Table 16-K You must obtain written velzfication. As reviewed and approved under the Permit for the New Arlington High School project, this facility will not be used as an emergency-preparedness center,and is not considered an essential facility. This item was resolved by the January 8,2003,permit re-submittal set of drawings. 4. All welded rebar must be A706. The detailr using welded joints must specify this requirement. Per sheet 51.01, General Notes, `Reinforcing',A706 is required for welded rebar. This item was resolved by the January 8,2003,permit re-submittal set of drawings. 5. Since the seismic farces calculated by the engineer are based on allowable stress design, when using the seismic force Em (M Eh)the calculations must elevate the forces to strength level by multtfilying the actual seismic farces by 1.4 in addition to Do. The actual calculations used for the typical seismic forces are at working stress levels. See response to comment#6 below. This item was resolved by the January 8,2003,permit re-submittal set of drawings. 6. All collector elements (including struts), splices and their connections must have the strength to resist the maximum anticipated earthquake force Em. Section 1633.2.6 Equations 12-17 and 12-18 must be used for these members. See attached calculation for design of collectors, diaphragm chords,etc. using strength level forces with the Q factor. This item was resolved by the January 8,2003,permit re-submittal set of drawings. www.mcgranahan.com 10 1 - - - - - I New Arlington High School - Performing Arts Center Response to City ofArlington Permit Re-.submittal Review Comments discussed during our 2-92-03 meeting Utility Review(Karen Latimer): Cross Connection 1. A State of Washin ton approved Reduced Pressure BackflowAssembly (RPBA)must be installed on the immediate dii-barge side of the domestic water meter per city standard, before any branch connections, wyes, tees, etc. There is no requirement to install an RPBA since the domestic water piping is coming from the main building (Building F)which is already served by an RPBA. This item was resolved by the January 8,2003,permit re-submittal set of drawings. 2. Alternatively,an RPBA maybe installed inside each building that is supplied water by the domestic water service, if the fallowing conditions are met.- a. Install the RPBA inside the building in a mechanical or equ pment room. b. All branch connections located between the domestic water meter and the RPBA shall be protected by a State of Washington approved backflow prevention assembly. The type of backflow prevention assembly shall be determined by the Water Department. C. Minimum clearances required for an outdoor vault installation shall be provided for an indoor installation of an RPBA. d. An Air Gap drain shall be provided on the relief vent of the RPBA. The drain shall be si.Zed to allow maximum discharge for the RPBA. See response to Comment#1. This item was resolved by the January 8,2003,permit re-submittal set of drawings. 3. After the RPBA has been installed, it shall be tested by a State of Washinglon and City ofArlington approved Backflow Assembly Tester(list enclosed), and then be inspected by the City of Arlington Water Department. Provide a copy of the test report prior to calling for inspection. See response to Comment#1. This item was resolved by the January 8,2003,permit re-submittal set of drawings. 4. Call for inspections at the following points of construction. a. Prior to covering interiorpiping. b. Prior to covering underground piping. c. Prior to requesting final inspection by the Building Department. Need for these inspections is noted. This item was resolved by the January 8,2003,permit re-submittal set of drawings. www.mcgranahan.com 11 i New Arlington High School - Performing Arts Center Response to City of Arlington Permit Re-submittal Review Comments discussed dwin,g our2-12-03 meeting Wastewater Pre-Treatment 1. An Industrial/ Commercial Waste Discharge Permit application has already been submitted for the entire high school construction project. A separate application is not required for the Performing Arts Center unless the center's wastewater discharge will connect to the sanitary sewer main via its own separate side sewer connection. Noted. This item was resolved by the January 8, 2003, permit re-submittal set of drawings. General 1. What side of water meter is required for the Performing Arts Center? Also,please indicate the proposed water meter location. There is no water meter for this building. The domestic water comes from the main High School Building. This item was resolved by the January 8, 2003, permit re-submittal set of drawings. 2. Water service fees will be calculated after the information required in item 1. above has been received. Noted. This item was resolved by the January 8,2003,permit re-submittal set of drawings. Thanks and regards, cGranaban Architects Mark Bergquist,CSI Attachments: a) Revisions to 1-8-03 Permit Re-submittal set of drawings, sketches SK-A001 thru SK-A005 b) Revisions to 1-08-03 Door Schedule,page 1 of 1 c) UBC section 509.1.2, 1 of 1 d) Question&Answer from UBC Application/Interpretation Handbook, 1 —2 of 2 www.mcgranahan.com 12 1 f B ` 24A2A 63A1A 63A1A i 63A1B 202A 25A2A 0 JAN Sim. 1166 116B -[) - - - - - �� 63ANB I � • I 3 61B A A2.03 62A1 B i M N HALL 61BNA I 117 11 ❑ 101 61 BN Ell — 63RNAEll _ I 63A1 B I 11 i i 1BN i i 118 62A1B n ❑ I 202A a i I i 27ANA I Sim P2 I I ' I I I I I I I R- -FX W3 I tl OPP. 1 I STAIR UPI 5 SIM. A7.02 ST07 �� A5.02 4-2 16'-2" 10'-6" 1' "5'-0" 3'-9° ARLINGTON HIGH SCHOOL PERFORMING ARTS CENTER M c G R A N A H A N architects F 383 3097 TITLE: REVISED FLOORPLAN _ �,( T 253 ... .... REFERENCE: A2.01 - S f\-A001 ASCALE: 3/32 = 1'-0" ISSUED FOR: PERMIT RESPONSE #2-- REVISED: - DATE: 14 FEB 03 DRAWN BY: GFM i M i 0 r� 65 A UP ' TY ..' c ,�;� � 5 A2.03 II 48°X33"ACCESSIBLE 5TAG 104 E WHEE CHAIR SPACE, TYP F (9) A T M 0 1 1 CD 2 ` 0 .0 5 A2.03 OPP. SIM. L L UP 63A1 A 63A1A o i y� 65ANA 9_ — GQ� - LANDI Ub DN 25A1A -1 B4A1A 1 ' TO — zCD 04 liu-p 1 106B 1 03 Al CD f AR N - - -SI - i ST04 I 02AN 4- - - - - -- � 02ANA i 4 P2 A6.01 A6.01 1 A7,02 -4" 6'-4" 14'-8" 87'-4" 38'-8" 153'-8" G3 ARLINGTON HIGH SCHOOL PERFORMING ARTS CENTER M c G R A N A H A N archltects 253 8 F 33 3097 TITLE: REVISED FLOORPLAN AT 383 3084 REFERENCE: A2.01� - - - S K AO02 SCALE: 3 32 = 1--011 ISSUED FOR: PERMIT RESPONSE #2 REVISED: - -- DATE: 14 FEB 03 DRAWN BY: GFM I I - - - � I LIGHIING B P. 65ANC 65A1C 63A1A , OPrN — A 401 OPP. 603 3A1A I STA DOWN I o aPI OW ISTO LANDIN I I I WTUP 202 I 4 P2 A6.01 3 46'-7" TYP. 38'-8" 4G3 LIGHTING BALCONY LEVEL 2 PLAN 2 i 'Iro 28ANA � 63ANA 63A1A 31ANA 0 0 N C , g 31A1A I STAB � i i i i :LANDIN I , 003 I 4 0 STO UP IOPP A7.01 I � I 32ANA -- ---- - a 5-8 8'-4" AP2 14'-0" G3 ORCHESTRA PIT LEVEL PLAN 1 ARLINGTON HIGH SCHOOL PERFORMING ARTS CENTER M c G RA N A H A N arc n�t.cts 253 F 383 3097 T1TLE: REVISED FLOORPLAN 253_ S K-A003AT 3833084 REFERENCE: A2.02 SCALE: 3/32" ISSUED FOR: PERMIT RESPONSE #2 REVISED: — DATE: 14 FEB 03 DRAWN BY: GEM i �, LOADING BRIDGE ABOVE TO BELOW 63A1A 65AT o --- - - - - - - - - - - - - - - - - - - FX-4 -� ---- 63A1A P LANDING ' `STAIR' 402E a o -a 63A1A 402 DOWN EST03, TAIR 4 OPP. 4 `- - --- -- - -- ------ ---- -- A6.01 A7.01 4 A A7.02 3 19'-6" �01 -- - G3 4 CATWALK LEVEL 4 P L A N q- 65A1C 65ANC 0 4 Opp. 63A1 A N - A7. 63 63A1 A L r LUp OW i STO 4 A6.01 5�-11" 8'-4° P2 73 A6.01 46'-7" TYP. 38'-8" G3 LIGHTING BALCONY LEVEL 3 PLAN 3 ARLINGTON HIGH SCHOOL PERFORMING ARTS CENTER M c G R A N A H A N architects 253 8 F 33 3097 353 TITLE. REVISED FLOORPLAN -_ - S K-AOO4 T 383 3084 REFERENCE: A2.02 P2 SCALE: 3 32" = 1 -O" _ ISSUED FOR: PERMIT RESPONSE L2 REVISED: - DATE: 14 FEB 03 DRAWN BY: GFM I _ � _ _ � � NON-WOVEN FABRIC 1/2" FIELD JOINT W/ ASPHALTIC FILLER 1J� AND SEALANT ' 2" RIGID INSULATION BITUMINOUS DAMP PROOFING _ TYP. @ BELOW GRADE PORTION OF EXTERIOR WALL STEM WALLS CMU WALL COURSING SHALL SET FIRST JOINT S �6QUl AT 6" ABOVE SLAB FINISH FLOOR o� r I Yt. S -'-f V. I — CONT. 4" DIA. PERFORATED PERIMETER FOUNDATION DRAIN TYP. AT ALL EXT. WALLS CONNECT TO STORM SEWER PER CIVIL DOWNSPOUT TIGHTLINE PERK PER CIVIL BID CONT. f DIA. PERFORATED CON! UNDER-SLAB DRAIN, TYP. ALL EXT. WALL CONNECT TO FOUNDATION DRAIN AT 80' O.C. MAX. AND AT ALL BUILDING CORNERS EXIST. QUARRY SPALLS THICKNESS VARIES T.Hot WALL SECTION QLILI SCALE 1/2' - 1'-0" 0 THE NEW ARLINGTON HIGH SCHOOL - VA CI M c G R A N A H A N architects 253 If� f= 3833097 TITLE: V 253 , ® � OO T 303 3084REFECE: ,SCALE: ✓ ISSUED FOR: 'efi�-tifTS 0 REVISED: DATE: MY-�0 0 DRAWN BY: W�, � I I NEW ARLINGTON HIGH SCHOOL-PAC Section 08050,Page 1 ARLINGTON SCHOOL DISTRICT NO. 16 DOOR SCHEDULE McGRANAHAN ARCHITECTS DOOR FRAME DOOR SIZE DOOR FRAME DETAILS NO. LVS. WIDTH HEIGH THICK. TYPE MAT'L I HW TYPE MAT'L RATING HEAD JAMB THRESH. REMARKS 002 3'-0" 7'-0" 11 314" A HM 7 01 HM 20 MIN 5/A10.02 51A10.02 SOUND SEAL AROUND PERIMETER SHELL 100A PR 3'-7" 8'-4" 1 3/4" D ALUM 2 W2 ALUM 1/A10,02 V.3-CONFIRM W&H SHELL 100E PR 3'-7" 8--4" 1 3/4" D ALUM 1 W2 ALUM 1/A10.02 1*,3*CONFIRM W&H SHELL 100C PR 3'-7" 8'-4" 1 3/4" D ALUM 2 W2 ALUM 1/A10.02 1 3*CONFIRM W&H SHELL 101 3*-0" 8'-0* 1 3/4" C ALUM 3 W3 ALUM 1/A10.02 1*,3*CONFIRM W&H 102A PR 3'-0" T-0" 1 3/4" B WD 4 01 HM 90 MIN 5/A10.02 5/A10.02 SOUND SEAL AROUND PERIMETER 102E3 PR 3'4" 1 7--0" 1 1 3/4" B WD 4 01 HM 90 MIN 5/A10.02 5/A10.02 SOUND SEAL AROUND PERIMETER 102C 3'-0" 7'-0" 1 13/4" A WD 5 01 HM 5/A10.02 5/A10.02 103A PR 3'-0" 7'-0' 1 3/4" B WD 6 01 HM 20 MIN 5/A10.02 5/A10.02 SOUND SEAL AROUND PERIMETER 1036 PR 3--0" 7'-0* 1 3/4" B WD 6 01 HM 20 MIN 5/A10.02 5/A10.02 SOUND SEAL AROUND PERIMETER 103D NOT USED SHELL 103E PR 3--0" 7'-0" 1 3/4" A HM B 01 HM 2/A10.02 2/A10.02 /A10.02 SIM 3*,AT STAIR LANDING 103F 3'-4" 7'-0* 1 3/4" A WD 7 01 HM 20 MIN 5/A10.02 5/A10.02 SOUND SEAL AROUND PERIMETER 103G 3'-4" 7'-0' 1 3/4" A WD 7 01 HM 20 MIN 5/A10.02 5/A10.02 SOUND SEAL AROUND PERIMETER 103H 3'-0" T-0" 13/4" A WD 5 01 HM 5/A10.02 5/A10.02 - SHELL 104 3'-0" T-0" 13/4" A HM 1 8 01 HM 3/A10.02 3/A10.02 1/A10.02 3* 105A 3'-0" 7'-0" 13/4" A WD 9 01 HM 60 MIN 5/A10.02 5/A10.02 105B 3'-0" T-0" 13/4" A WD 10 01 HM - 5/A10.02 5/A10.02 - 106A 3'-0" 7'-0" 1 3/4" A WD 10 01 HM 20 MIN 5/A10.02 5/A10.02 106D 3'-2" 7'-0" 1 3/4" A WD 9 01 HM 60 MIN JA10.02 SIM 2JA10.02 SIM - SHELL 106C 3'-0" 7'-0" 1 3/4" A HM 53 01 HM - 2/A10.02 2/A10.02 VA10.02 SIM 3*,AT STAIR LANDING 107A PR T-0" 7'-0" 1 3/4" B WD 11 01 HM 60 MIN 5/A10.02 5/A10.02 107B PR 3'-6" 7'-0" 1 3/4" B WD 9 01 HM 60 MIN 5/A10.02 5/A10.02 107C PR 3'-10" 10*-0" 13/4" B HM 12 02 HM 121A10.02 10/A10.02 1/A10.02 3* 108 4'-0" 7'-0" 1 3/4" A WD 14 01 HM 90 MIN 5/A10.02 5/A10.02 109 PR 3'-6' 7'-0" 1 1 3/4" B WD 13 01 HM 60 MIN 5/A10.02 5/A10.02 - 110A 3'-0" 7-0" 1 3/4" A WD 15 01 HM 60 MIN 5/A10.02 5/A10.02 110B 3'-0" 7'-0" 1 3/4" A WD 15 01 HM 60 MIN 5/A10.02 5/A10.02 112 PR T-0' T-0" 1 3/4" B WD 16 01 HM 60 MIN 5/A10.02 5/A10.02 - 113 3'-0" 7-0" 1 3/4" A WD 15 01 HM 60 MIN 5/A10.02 51A10.02 114 T-0" T-0" 1 3/4" A WD 15 01 HM 60 MIN 5/A10.02 5/A10.02 - 115A T-0" 7-0" 1 3/4" A WD 9 01 HM 90 MIN 5/A10.02 5/A10.02 115E 4'-2" 1 10--0' E STL 17 20 MIN 8/A10.02 7/A10.02 6/A10.02 2*,OHC 116A 3'-0" T-0' 1 3/4" A WD 18 01 HIM 20 MIN 5/A10.02 5/A10.02 116E 3'-0" 7'-0" 1 3/4" A WD 9 01 HM 20 MIN 51A10.02 5/A10.02 117 T-0" T-0" 1 3/4" A WD 19 01 HM 20 MIN 5/A10.02 5/A10.02 118 3'-0" 7'-0" 1 3/4" A WD 19 01 HM 20 MIN 5/A10.02 5/A10.02 200A 3'-4" 7'-0' 1 3/4" A WD 20 01 HM 90 MIN 4%A10.02 4/A10.02 SOUND SEAL AROUND PERIMETER 200E 3'-4" 7'-0" 1 3/4" A WD 20 01 HM 90 MIN 4/A10.02 4/A10.02 SOUND SEAL AROUND PERIMETER 201 3'-0' 7'-0' 13/4" A WD 10 01 HM 5/A10.02 5/A10.02 202 3'-0" 7'-0" 1 3/4" A WD 10 01 HM 20 MIN 5/A10.02 5/A10.02 203 T-0" 7'-0" 13/4' A WD 21 01 HM 5/A10.02 5/A10.02 204 T-0" 7'-0* 13/4" A WD 22 01 Hlvl 9/A10.02 9/A10.02 301 T-0" T-0" 13/4" A WD 10 01 HM - 5/A10.02 5/A10.02 302 T-0" T-0" 1 3/4" A WD 10 01 HM 20 MIN 5/A10.02 5/A10.02 401 3'-0" 7'-0* 13/4" A WD 10 01 HM 5/A10.02 5/A10.02 402A T-0" 7'-0" 1 3/4" A WD 10 01 HM 20 MIN 5/A10.02 5/A10.02 4U2 T-0" 7'-0" 1 3/4" A WD 10 01 HM 60 MIN jA10.02 SIM./A10.02 SIM 1*Doors,frames, removeable mullions and all other finish hardware by storefront or curtain wall manufacturer, unless otherwise noted or specified. See window elevations for frame configurations. 2*Overhead coiling door,including guides and all finish hardware,by overhead door manufacturer unless otherwise noted or specified. 3*Provide thermal insulation and insulating glass at all exterior doors. 4*Doors noted as"IN SHELL"are to be included in the shell package. All other doors and frames are in the T.I work. 0008.00 Issued for Permit Review#2-PAC Shell February 14,2003 507 1997 UNIFORM BUILDING CODE 509.3 hour for unenclosed mezzanines.The clear height above and be- SECTION 509-GUARDRAILS low the mezzanine floor construction shall not be less than 7 feet (2134 mm). 509.1 Where Required. Unenclosed floor and roof openings, open and glazed sides of stairways, aisles, landings and ramps, 2. There shall not be more than two levels of mezzanines in a balconies or porches,which are more than 30 inches(762 mm) room. However,there is no limitation on the number of mezza- above grade or floor below,and roofs used for other than service of nines within a room, the building shall be protected by a guardrail.Guardrails shall be 3. The aggregate area of mezzanines within a room shall not provided at the ends of aisles where they terminate at a fascia of exceed one third of the area of the room in which they are located. boxes,balconies and galleries. 4.All portions of a mezzanine shall be open and unobstructed to EXCEPTIOIV:_-G drail nu d-� t be pr 3dc at the following the room in which they are located,except for columns and posts caftans and protective walls or railings not more than 44 inches (1118 1. On loading side of loading docks. mm)in height. 2. on the auditorium side of a stage,raised platforms and other raisLthe as such as runways,ramps and side stages used for en- EXCEPTIONS:1.Partitioning may be installed if either of the fol- tertresentation.Along the side of an elevated walking sur- lowing conditions exist: face for the normal functioning of special lighting or for1.1 The aggregate floor area of the enclosed space does not exceed accof other special equipment.At vertical openings in the 10 percent of the mezzanine area,or ea of stages. 1.2 The occupant load of the enclosed area of the mezzanine does 3hi crvtcc prts t acces.' a blic. not exceed 10. 2.A mezzanine having two or more means of egress need not be 509.2 Height. The top of guardrails shall not be less than open into the room in which it is located,provided at least one of the 42 inches(1067 mm)in height. I means of egress gives direct access to a protected corridor,exit court EXCEPTIONS:1.The top of guardrails for Group R,Division 3 or exit. and Group U,Division 1 Occupancies and interior guardrails within 3.In industry facilities,mezzanines used for control equipment may individual dwelling units,Group R,Division 3 congregate residences be glazed on all sides. and guest rooms of Group R,Division I Occupancies may be 36 inches (914 mm)in height. 5. Two means of egress shall be provided from a mezzanine 2•The top of guardrails on a balcony immediately in front of the first when two are required by Table 10-A. row of fixed seats and that are not at the end of an aisle may be 6.If any required means of egress enters the room below,the oc- 26 inches(660 mm)in height. cupant load of the mezzanine shall be added to the occupant load 3.The top of guardrails for stairways,exclusive of their landings, of the room in which it is located. may have a height as specified in Section 1003.3.3.6 for handrails. Where an elevation change of 30 inches(762 mm)or less occurs between an aisle parallel to the seats(cross aisle)and the adjacent SECTION 508-FIRE-RESISTIVE SUBSTITUTION floor or grade below,guardrails not less than 26 inches(660 mm) I When an approved automatic sprinkler system is not required above the aisle floor shall be provided. throughout a building by other sections of this code,it may be used EXCEPTION:Where the backs of seats on the front of the cross in a building of Type 11 One-hour,Type III One-hour and Type V aisle project 24 inches(610 mm)or more above the adjacent floor of One-hour construction to substitute for the one-hour fire-resistive the aisle,a guardrail need not be provided. construction. Such substitution shall not waive or reduce the re- The top of guardrails at the ends of aisles terminating at the fas- quired fire-resistive construction for: cia of boxes,balconies and galleries shall extend for the width of 1. Occupancy separations(Section 302.3). the aisle and be no closer than 42 inches(1067 mm)to the closest surface of the aisle where there are steps and 36 inches(914 mm) 2. Exterior wall protection due to proximity of property lines otherwise. (Section 503.2). 509.3 Openings. Open guardrails shall have intermediate rails 3. Area separations(Section 504.6). or an ornamental pattern such that a sphere 4 inches(102 mm)in 4. Dwelling unit separations (Section 310.2.2) diameter cannot pass through. 5. Shaft enclosures(Section 711). EXCEPTIONS: 1.The open space between the intermediate rails or ornamental pattern of guardrails in areas of commercial and 6. Corridors(Sections 1004.3.4.3.1 and 1004.3.4.3.2). industrial-type occupancies which are not accessible to the public may be such that a sphere 12 inches(305 mm)in diameter cannot pass 7. Stair enclosures(Section 1005.3.3). through. 8. Exit passageways(Section 1005.3.4). 2.The triangular openings formed by the riser,tread and bottom ele- ment of a guardrail at the open side of a stairway may be of such size 9. Type of construction separation(Section 601.1). that a sphere 6 inches(152 mm)in diameter cannot pass through. 10. Boiler, central heating plant or hot-water supply boiler For guardrail requirements at grandstands, bleachers or other room enclosures(Section 302.5). elevated seating facilities,see Section 1008.5.7. 1-54 4 ;. i i I i Pi i i j■ In the case of a two-hour area separation wall terminal- Our questions concerning this typical arrangement are as ■ ing at the underside of the roof sheathing as provided in follows: Exception No. 2 of Item No. 3 of Section 505(d), wood shakes or 1. What protection, if any, is required along the east-west walls wood shingles would be permitted as roof covering, provided the A and B beyond the limits of the two-hour wall? requirements for roof covering and fire-resistive construction as 2. If fire-resistive construction is required along walls A and B, specified elsewhere in the code are met. how far should the protection extend along these walls? Unless the provisions of Section 3202(b)require the installation 3. Are there any restrictions on placing of openings along walls of a roof covering qualifying as afire-retardant roof covering under A or C in the vicinity of the two-hour wal I?(Also,walls B and the provisions of Chapter 32, the installation of wood shingles or D.) shakes as shown in the figure would be permissible. As an additional comment regarding the construction adjacent to the two-hour area separation wall, even though a particular horizontal fire-resistive assembly may have been tested with a a Section 505 (e) states that portions of buildings which particular top side protection (for example a double layer of As are separated by area separation walls may be consid- plywood),Section 4305(d)would allow the roof side protection to ered as separate buildings. Based on this statement, it is our opin- be omitted where unusable space occurs above. Since a roof is ion that area separation walls should have a length sufficient to normally unusable space(roof decks,etc.,excepted), there would ensure that the portions will,in fact,function as separate buildings be no specific requirements regarding the construction of the upper in the event of fire. surface(as regulated by the fire-resistive requirements.) For purposes of further discussion,we have provided a series of sketches on which we have provided grid lines for reference. In our opinion, if the area separation wall on line 2(see Figure No. 1)extends only between lines B and C,a reasonable physical barrier for purposes of preventing the lateral spread of fire between 5'-0"MIN. 5'•0'MIN. WOOD SHINGLES OR portions of the building would, most likely, not be provided. To WOOD SHAKES help prevent the possibility of fire's sweeping around the ends of the area separation wall,the wall should be extended beyond lines B and C.In order to determine how far the wall should be extended T4KSHIFATHING and with what fire rating,we would suggest that property lines be assumed between the two portions of the building.This would be RAFTERS ONE-HOUR FIRE-RESISTIVE consistent with the provisions of Section 504(c), which addresses ROOF-CEILING ASSEMBLY ATTIC the subject of buildings on the same property. QSince your letter did not describe a specific building, we will 3-2X WOOD BLOCKING assume certain conditions for purposes of discussion. Please refer p CEILING to Figure No.2.Table No.5-A requires that exterior walls less than 20 feet from a property line be of at least one-hour construction with no openings allowed less than 5 feet and protected openings less than 10 feet. If it is desired that the wall along line B be of Z TWO-HOUR FIRE-RESISTIVE nonrated construction with unprotected openings,then dimension Z ]Hr7WALL ASSEMBLY (1)should be assumed to be 20 feet.If it is also desired that the wal I 0 on line 2 between lines C and D be nonrated construction with unprotected openings, then dimension (2)should also be 20 feet. 4-2X WOOD OR 2-2X WOOD Since the assumed property lines may be located anywhere,there a IN COMBINATION WITH FIRE- FLOOR RESISTIVE MATERIALS are an almost unlimited number of possible solutions to any given problem.As an example,please refer to Figure No.3. It should be remembered that area separation walls are permitted to have openings, so although the examples indicate solid walls, 22 openings complying with Section 505 (d) 1 may be provided through the area separation wall. TA • � e Y PROPOSED AREA SEPARATION WAIL a■ A problem has arisen in our jurisdiction concerning the n n requirements for construction of a two-hour area sepa- ration wall.The following diagram depicts the typical situation: FIGURE NO.1 TWO-HOUR AREA SEPARATION WALL WITH ONE-HOUR CONSTRUCTION AT D UNDERSIDE OF ROOF SHEATHING EXTENDING OUT A r------- 6 5'ON EACH SIDE A NORTH '"Iswo-sammme6m mono o i �+ 1 HIGH ROOF WALL CONSTRUCTEOOF ONE-HOUR CONSTRUCTION WITH NO OPENINGS O B © D I 1 ASSUMED PROPERTY LINE -- OPENING PROTECTED WITH N THREE-FOURTHS-HOUR ASSEMBLY AREA SE PARATION WALL EXTENSION o ONE-HOUR WALL TO 10' ONE-HOUR WI CONSTRUCTION , R ABOVE LOW ROOF ,3 THNOOPENINGS I LOW ROOF (,) ONE•HOUR WALLS WITH UNPROTECTED OPENINGS IF DIMENSIONS((AND(2) ARE w-T OR M E TYPE V-N GROUP B-2 FIGURE NO.2 1W0-I TOUR WALL TO 30" ABOVE LOW ROOF TA, TBCDo'NE-HOUR WALL—NO OPENINGS EXTERIOR WALL TO BE ONE-HOUR CONSTRUCTION WITFIPROTECTEOOPENINGS CASE DIFFERENCE IN ROOF HEIGHTS EXCEEDS 10 FEET 3 J � ONE-HOUR WALL WITH HIGH ROOF NC' UNPROTECTEDOPENNGS a Z a FIGURE NO.3 Z o ONE-HOUR WALL C V F ■ Regarding Section 505 (e)as it applies to area separa- LOW ROOF O■ tion walls,the question arises with regard to parapets in o "' z the case where the higher of the two building sections; i.e., the z roof,occurs at a point 30 or more inches above the lower roof. The big question is:Where area separation walls separate build- ings of different heights, is a parapet required to extend 30 inches TWO-HOUR WALL above the upper roof when the upper roof is at least 30 inches but a less than 10 feet above the lower roof? `- A/� ■ In response to your question regarding clarification of 2 ■ the captioned subject, we have prepared some draw- ings to illustrate the application,of Section 505(d)4. CASE II We are sure that most users of the code would not have any DIFFERENCE IN ROOF HEIGHTS IS problem in applying the condition represented in Case I where the MORE THAN 30 INCHES BUT LESS THAN 10 FEET difference in roof heights exceeds 10 feet. The two-hour area separation wall should extend to 30 inches above the lower roof, and for a distance of at least 10 feet above the lower roof the remainder of the wall should be of at least one-hour fire-resistive HIGH ROOF construction as indicated. Any opening within this one-hour wall section should be protected with a three-fourths-hour fire-rated — assembly. Cage II represents a condition where the difference in height LowaooF � —————--- between the low roof and high roof is more than 30 inches but less than 10 feet. In this case, the two-hour wall should extend 30 inches above the low roof and the remainder of the wall up to the TWO-HOUR WALL high roof should be of one-hour fire-resistive construction. Any openings in this one-hour portion shall be treated similarly to Case I. Case III represents a condition where the difference in height between the low roof and the high roof is 30 inches or less. If it is exactly 30 inches,the two-hour area separation wall should extend CASE III to the high roof. If the difference in height is less thai',.30 inches,the DIFFERENCE IN ROOF HEIGHTS IS two-hour wall should extend 30 inches above the low roof. 30 INCHES OR LESS n C i �.. :. 1 I SEP-25-03 , 16:26 FROM-McGRANAHAN ar, ects 253-363-3097 T-396 P.001/004 F-463 253 McGRANAMANar¢hitects 3033084 T 253 F 383 3077 2111 Pacific.Suite 100 Tacoma.Washington 98402 Design Clarification: PAC 020 V 5 � � RECEP�. New Arlington High School Phase 2—Performing Arts Center Shell Via: Mail Fax e-mail Delivery Pick-up SEP 252003 Pages,including this cover sheet 4 C1� From: Mark Bergquist,Project Manager OFgRL1NGr®N Dare: 9-25-03 Transmitted to: ■ Terry Marsh,Owner's Representative,A5D ■ Dave Anderson,Building Official,City M Dr.Warren Hopkins,Asst Supt,ASD ■ Jim Tracy,Fire Protection Consultant,City ❑ Jim Rogexs,Sr.Construction Manager,Absher o Carol Burst,PE,Warner ■ D Engineer,Sorenson,Asst Supt,Absher t7 Bretr Oleson, ngineer,PCSA ❑ Jenkins Dosses,Proj Coordinator,Absher ■ Scott Zimbelman,BCE Abhishek Gupta,Ptoj Intern,Absher ❑ Daren Bitwrling,BCE. Curt Gimmestad,PM,Absher Const. ■ File_0008.00—12DC CLA UFICATION: Description: Per 9-23-03 phone conversation with Don Sorenson,these is a wall-mount Class III hose valve and a PIV shown on the Stair STY'041anding between doors 103E& 106C per FA PAC 04.There isn't enough room at the inside of Stair ST'03 on the opposite side of the wall;---the piping connected to the backside of these valves will interfere with the inside stairs.There is a firrred out dead space further north along this same wall where there is adequate room for the piping serving tune two valves. Reference:Plan 1/A2.01 and sketches SIB-A002,SK A006&SK-AO07 Instructions_Re-locate the hose valve&PIV in question as indicated on the attached.,revised sketches Attachinents: Sketches SK-A002,SIB-A006&SI{A007 The Wore shall be carried out in accordance with the above inrtructdonr in accordance witb the Contract Dommentt without change in Contract Sum or Confta Time. Proceeding with the work in accordance with these insfte dons indicates acknowledgement that there will be no change in the Contract Sung or Contract Time. Issued by rzrnahan Arebiteds ( �"A Mark Bergquist,CSI www.m eg r a n a h a n.co m Projeer Number: 0008.00-12 i i r.�r �'� - � =�' IMI• ��i �i «►i �; /� �; rMi liar �i -�. ��; �Mi l�ii /�i IMi /�► IMI .rr� C�� fMi ' lNrr f'M'i IMi /Mi /Ni /�►i � � ` 5i lot f i 1�1 •w. III, 1� Ifll [f�i Ifll (wi bill 1;(Ij ,,�!!� '�M� � t!1► !(�� lilt �� [� �� ;,: .� I,NI INI VIi (;fll 11•� � � (il 1111 lill a:�= 1— �— �— fill (f1_ Ili► , �a� `�� 1'It� '�� \"�►�� '� � <� �~lam T ol mi tam 71 �� 12111 • .� 3 SEP-25-03 , 16:26 FROM-MIcGRANAHAN ar acts 253-383-3097 T-896 P.003/004 F-483 c� ( N i tell Q 0- 0— EI O ` # � CD cn LU W CD C-D _ cf) 133H 1 1 ` 3NNVH3 E 4 E I O l VI 1Y CIL q.� Q Lu Iry LU a E d. �. L l ri Of � d � P2 O� �• w .� x arch1tec=9 ,s ARLINGTON HIGH SCHOOL PERFORMING AR R M C G• R A N A H A N F Al Its TITLE; �E. A REVISED FLOORPLAh Pip 0� z 7 I s E RFFERGC7.02 {{�SCALE: 32' = 1701M gn[?- QrPUIT RrfiPWF V REVISED: � � � + _ _ _ _ _ _ _ a �� SEP-25-03 16:27 FROM-McGRANAHAN arr",acts 253-363-3097 T-396 P.004/004 F-463 am o r� i \ r I — _,- _ -4 , LLJ L CL- � J C a � C a cn In � E En - - - - - - - —�� 1 I to' I --� I Q --"" C� D✓ IP2 Moo AL U b ARLINGTON HIGH SCHOOL, PER- G ARTS CENTER i C G R,A N A H A N architects 30 F B3 3' -RRE: REVISED FLOORPLAN �� v 1M'Q OF ,T ' "n REFERENCE: A7.02 —AA 0`�d1� SCALE: 3 32" = V-0" / irrnrn rnn nrnrur nrnnnhrrr rrn Qt1flSCr1� � � CITY OFr �tR1Y I IN1C-jr�]hJ C ChlS-r F?U I OP4 PE R I T PERM I T "C3 - 02—W5 I Owner: A S D #16 401 N FRENCH AVE ARLINGTON 98223 Value of Work: 3, 355, 894. 21 Tax ID: 310513-003-006-00 Phone: 435-5528 Describe Work: CONSTRUCT A NEW PERFORMING ARTS CENTER Proposed Use: HIGH SCHOOL PERFORMING ARTS CENTER Legal Description: Job Address: 18821 CROWN RIDGE BLVD .contractor's Have Type Address License VORTHWEST CONSTRUCTION Inks GEN P. O. BOX 2522 NORTHCW375NO TOTALS Permit Fee Fee Plan Fee $8, 650. :35 State fee $5, 622. 73 $4. 50 TOTAL FEE. . . . . . . . . . . . . . . . . a^14 277. 58 SIGNATURE: I HEREBY CERTIFY THAT I HAVE READ PAYMENTS. . . . . . . . . . . . $0. O0 ANF EXAMINED THIS APPLICATION AND Kt V] THEALL SAME TO BE TRUE AND COR- TOTAL DUE. . . . . . . . . . . . . . . . . Rh T ALL$I4, 277. 5A O UI ANCLPRGOVEVIS IOIHGNS OTHISWTYPEDOF W RK WILL E 'LI WITH WHETHER E)ATE RECEIPT # ` EC F } E OR `] ;V ps+ L ING FICI L d., 1 y Fe ,vs pv/ w� y _ - �` ' _ ~_ = ' � � . r . ' ' � . .. ,- - . . . .. �t ��. ' - � ` `� / / ' ' ' � | / - � ' f~ .' . � 'll =i � _ _ � - -_ ' --�. .~^ - � � . - - -- --- � � � ^ � � / \ \ . - ^ ` ^ ` ' | - � / / \ _� � - ^ � ,� ,� / �� ~ , ~_ .� [ � � ' - - - - - - -- -_----- - - - - - -- .�-- .= ." ,= � �� ' | . | � ^ . .. � . / . . ' ' ` � m" � ^� `. ^ ° / ^ � 'l G I TY QF F=a I MC3-rUM GOIVST RUGT I Ohl FEE RM I T PE RM I T RIO_ = 02-5 1 44 OMner: A S D #16 401 N FRENCH AVE ARLINGTON 98223 Value of Work: 3, 355, 894. 21 Tax ID: 310513-003-006-00 Phone: 435-5528 Describe Work: CONSTRUCT A NEW PERFORMING ARTS CENTER Proposed Use: HIGH SCHOOL PERFORMING ARTS CENTER Legal Description: Job Address: 18821 CROWN RIDGE BLVD Contractor's Name Type Address License# ABSHER CONSTRUCTION CO GEN P. O. BOX 280 ABSHEC-34PS TOTALS Fee Permit Fee $8, 650. 35 Plan Fee $5, 622. 73 State fee $4. 50 SI A 'URE; TOTAL FEE. . . . . . . . . . . . . . . . . $14, 277. 58 I ER ' BY CERTI Y THAT I HAVE READ AN EXMINED THIS APPLICATION AND PAYMENTS. . . . . . . . . . . . . . . . . . $0. 00 KN W T E SAME TO BE TRUE AND COR- RE,T A L PROVISION OF LAWS AND TOTAL DUE. . . . . . . . . . . . . . . . . $14, 277. 58 OR INA GES VERN TH TYPE OF W K ILL B " ' C1, I D W H WHETHER S GI IED H E OR NOT DATE RECEIPT #k / /� P, ,( 7 Jlk6 OFF CIAL q%)9 -62 a k7a IS-1 1 V1 U I IN t_11 t,,f A t,e f. A-low I ri CILA I I-V W 3 A 1 ;L i'. :A-low cidi T..j;: to HgJ! 0 :--saU b-3voqu-ill :_Wk: vT A 'T �i vA I: I A IT A 3.. itan i Ile, . . . . . . . . . . . . . . ..IA-I AA111T (i 14 A 14 C1 I TA J LJ-i A H*r I�,�f 14 1 A):'-'-I 'I X A ;,01 J14A 3UST 30 U7. AMA;- AJI't* WjIA.-! NN '!TH.q M Y A 9 ....IA TJ3A 021140.71VUE) BL: .\v. Pf.:+ :I It (ATUT Ju _1.. 1W 1.A,-)W JAIJI"Tif) ON1.U.111,18 253 McGRANAHANarchitects 3833084 T 253 F 2111 Pacific.Suite 100 Tacoma, Washington 98402 383 3097 TRANSMITTAL New Arlington High School Phase 2 Arlington School District No. 16 Re: Arlington HS Theater Permit Set Drawings Data Via: Mail Fax e-mail Delivery Pick-up Cover Page + copies as noted below From: Mark Bergquist,Project Architect Email: mark.bergquist@mcgranahan.com Date: 7-24-02 ❑ Dr.Warren Hopkins,Ass't Supt.,ASD ❑ Daren Bitterling,PM,BCE Engineers ■ Heidi Berger-Hansen,PM,ASD ❑ Russ Woodruff, Olympic Associates ElBrian Phair,PM, CPCS Engineers ❑ Chris Lilley,PM,mcg-ARC ❑ Carol Modjeski,PM,Warner Engineering ❑ Garner Miller,PA,mcg-ARC ❑ Jonathan Morley,Berger Partnership ❑ Curt Gimmestad,PM,Absher Construction ❑ Boyka Thayer,Tattersall Design ❑ Dan Record, Superintendent,Absher Const. ❑ Mohamed Ait Allaoua, SSA ❑ o , or•s, .iry r ❑ Barbara Chandler,Principal, C/W Design ■ Dave Anderson,Building Departmentt,City ❑ Scott Zimbelman,PM,BCE Engineers Ford Dave: Here are the Arlington High School Theater plans and related documents submitted for your plan review.The items being submitted are as follows: 4V# 8 sets of volume 2 of the drawings (the volume 1 site work drawings are packaged separately for submittal to Gregg Eaton in Public Works) (21 a V e —Hn 4=7 re,7C • 8 sets of the technical specification f 0 4 sets of the structural calculations✓ • 8 sets of the building envelope/energy conservation summary • 8 sets of the lighting summsryV If you have any questions, then please contact me or Heidi. RECEIVED a ks and regards, JUL 2 4 2002 �J4 CITY OF ARLINUTON,, Mark Bergquist,PM,mcg ABC oax5l'44 www.mcgranahan.com 0008.00-3 .� '� �� ' �� w ..:; UI I Y OF ARLINGTON 23 OLYM PIC —ARLINGTON, WA_ -1.23 (360) 403-3421 —(360) 435-6055 fax REQUEST FOR / ACCESS TO PUBLIC RECORDS Date /�✓ ' Department P10 Will alit t/Division Person Recei Request / /� pl ( C 2 �C h'1 Name Address Cit Stag Zip l hone �� If emergency request, indicate date desired: RECORDS REQUSTED: Title of Record Date of Record Please describe below the records you are requesting and any additional information that may assist us in locating them for you as quickly as possible. Ll � P � 1 certify that any lists of individuals obtained through this request for public records will 3 or commercial purpo eS. s Z Signature r Number of Copies ) �� hd Number of Pages I J Per Page Charge l' TOTAL CHARGE (, L� I q �� 1 ��' r �<, CITY OF ARL I N GTO N Invoice No. 2003-0001 238 N. Olympic Ave. Arlington, WA 98223 360-403-3431 fax 360-435-3906 INVOICE - Customer Name Arlington School District Date 4/21/2003 Address 315 N French Order No. 5144, 5352, 5351 City Arlington State WA ZIP 98223 PO 70278 Phone (360) 435-2156 FOB QTY Description Item TOTAL 1 Purchase Order no. 70278 $14,940.58 $14,940.58 SubTotal $14,940.58 Payment Details O Cash OO Check O Credit Card TOTAL $14,940.58 Name CC# Expires Make check payable to City of Arlington If you have questions regarding this invoice please call(360)403-3431 T�I AR,LINGTON VENDOR COPY LL AN SCHOOL ( IS` '�., C' ` NO. 16 < B=INV 315 N. FRENCH • ARLINGTON, WA 98223 (360) 435-2156 FAX (360) 435-0752 "&i� 'und CP urchase Order No . 70278 Date : 04 /1j 4vua Page : 1 of 1 P . O. No . 70278 `.r r'T i Ci O is N o, . 3360 PLEASE READ ALL INSTRUCTIONS PRIOR TO SENDING ORDER CITY OF' ARLINGTON 1. PURCHASE ORDER NUMBER MUST APPEAR ON ALL 3 )1,Y M P I C INVOICES, SHIPPING DOCUMENTS AND PACKAGES. ARL3 NGTON VTA 98223 2. PACKING SLIP MUST BE INCLUDED WITH EACH SHIPMENT 3. SHIPPING CHARGES SHALL BE PREPAID AND CHARGED ON h i-p 'r-o ASD#16 SUPT . OFFICE INVOICE. 1000 315 N. FRENCH ARLINGTON WA 98223 A. INVOICE PARTIAL AND COMPETE SHIPMENTS IMMEDIATELY. CLEARLY MARK IF PARTIAL ORDER. Mary For : WARREN/HEIDI rIte rr.-base O:�der No . 70278 5. SHIP VIA U.P.S. OR CHEAPEST MEANS. Quant Una: Unit Tota_-l' Ordered Mea Description Cost Cost 1 1- BP # 02-5144 (MAIN) PERMIT FEE 14 , 277 . 5800 14 , 277 . 58 $ 8650 . 35 , PLAN FEE $ 5622 . 73 , STATE FEE $ 4 . 50 , FOR A TOTAL OF $ 14 , 277 . 58 . 2 BP # 03-5352 (PLUMBING) , 465 . 0000 4165 . 00 PERMIT FEE $ 25 , FIXTURES $ 140 , FOR A TOTAL OF $ 465 . 3 BP # 03-5351 (MECHANICAL ) 198 . 000(' 198 . 00 PERMIT FEE , $ 24 , EQUIPMENT $ 174 , FOR A TOTAL OF $198 . NOTICE TO VENDOR: AS PART OF THIS CONTRACT OF SALE BETWEEN x Tax not Computed on Item ARLINGTON SCHOOL DISTRICT NO.16 AND THE VENDOR;IT IS SPECIFICALLY page Sub-Tot 14940 . 58 AGREED THAT PAYMENT FOR ALL GOODS AND SERVICES SATISFACTORILY PO Sub-Total 14940 . 58 RENDERED, SHALL BE MAILED TO THE VENDOR OR MADE AVAILABLE TO Add , 1 00 THE VENDOR WITHIN SIXTY (60) DAYS OF RECEIPT OF GOODS AND SERV- ICES OR A PROPERLY COMPLETED INVOICE, WHICHEVER IS LATER. Tax . 00 PO Total 14940 . 58 THE ARLINGTON SCHOOL DISTRICT REQUIRES MSDS (MATERIAL SAFETY DATA SHEETS) BE INCLUDED WITH ALL APPLICABLE ITEMS PURCHASED. Item ACCOUnt Code Encumbered 3 26-19-21--707--0--26-64 14940 . 58 FIS L APPROVAL AN AFFIRMATIVE ACTION EQUAL OPPORTUNITY EMPLOYER DATE 1 J_ •1�� --�i�1 tit 1 h tir }AE I-- -I J 1 1 I I. - - w 1 jTT--1 '.T I III I- I I'1t•I : ' f 1111 ' 1 I l -1 � I -1- - J - 1 7 ■' I Man 1 I U�1141{!Z O!f SIR�� T?1�7Y1u.1.�■ U� i - - - - I rr L III;A ■1�1M II 11 1 - 'wi. 1If; L '.'r,■ I _ I I I L I I I _ II iu T I* '--r"ELC I I IWL I r r w111 I*L1 l- 11 r] -n7- 11 _ _ I 'ram I I I p, 1. 13ME TJ I Via - 1 -XE I- -y��1 - ■■ I I I I I 1 I I T � �1 d[1 - Ti —' T f - 7' r PI J1, _ _ I I J .. - Tom^ _ � _ � _ - - - - _ �1• 1 - -- - � �1 ■ 1 I ■ ■ Ft - ■ 1 0 oil 1 I I■ ' I 1 111°I ' !r II - r I •�, I I - I 1 ` I -A, r ti I - ■ -- _ LI y6 - I I r -I n 1] 1 I 1 1� I I I I' ' I I ' 1, 1 I 1 � 1' _ ■ �I� 1 I 1 � 1 1 1 111 1 1 1 I I 1 1 I L71 ly� 1 - I_ I II� I 1 �I • I 1 I- II 1 �. ■ I 'i I I Tf- ' .TR 1 1 :-oz I IL I 1 J.1 11�I}c. � `��1,y1�11 s,'_ I;■ -1 ' - eK 4 �I �.• ' I I ' I I I 1 �• _ 1111I. III'.'11�. �Tv%�Il/V -)M. + III j I Ae- ''I _��1�'/,1:�7�1 ,1. =.. ' ±II;,IIIl��1�r /1ti I 1 1 ■� J L - T�7 1 i{ ZIP k;1 Aw �'1.''�Lhm 9v C/i"•�I--f 1' �I r�'11 I I .J _ I _ ®1-3 �1 �1= I l ul� j'` --j - I E7^�rntl�/1T Q;All' I - I v T L�t I T? � Qj ' 11 11 h71ni� ?-0IF"'v�l', =3 rM.vL ] N JL-LL. IM-N 1-1 DTI' 1 -11 1 I Tel rl- —' y' Q'M !__'1Fn1�X1■ I I� 1 TLJ r��1} • �1i/1 • 'A I I 1 If it, n„� I�n� I 1 1 1 glll:fl�.: �N 1 I- �: r1I 1 I� .+r•11 1 - 11 1 rll 11 �,,, L,1 1 I _ 1 _ 1 At'L YJ7 t �� II City of Arlington Building Dept PUBLIC WORKS CHECKLIST PERMIT # DATE 7v /� 7 N 1) LEGAL 11 (" _,�j 1 Plat Lot Tax ID NAME V ADDRESS BUILDING USE # 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 E V 1 1i Date received 2 8 11J tA W -6 Utilities Di. Date Yellow returned V6 REVISED Date Pink returned t. 1___- U I Irlr 1' LI I II f l ,r�1��1 ' I r•iI�Y{ 1 I I I •I I I I I I- . I .. I [0 1 1 lir. L L I *IN • ' Memo TO: David Anderson, Building Official Arlington School District Frorm Karen Latimer, Utilities Manager / Dam March 12,2003 Ree Utility Review, Building Permit#02-5144,Performing Arts Center Revisions Your revised construction documents submitted with building permit#02-5144 have been reviewed for compliance with City of Arlington utility regulations. To receive approval for occupancy from the Water and Wastewater Departments,you will need to complete the items listed below. 1. The Double Check Detector Assembly (DCDA) to be installed shall be approved by both the State of Washington Department of Health and the City of Arlington Water Department. 2. After the DCDA has been installed, it shall be tested by a State of Washington certified and City of Arlington approved Backflow Assembly Tester, and then be inspected by the City of Arlington Water Department. Provide a copy of the test report prior to calling for inspection. I can be contacted at 360-403-3505 to answer your questions. 40 Page i y 1' J ' II An ■ 1 y l ■ ' �I .�� '� 1 ■ti 1 • - v. pu e1S - R NINE - I ■.16 AIL-SIP, I ' -.-a H _ 1 Y • 1\I r IL 1 'I 111 ri + -'I. K I An Ir 1 1 H mks.- : V II II Iti 17 IN IIT-TT I TI I 1 _ •� OI■ In V J �1 • r•bIHCr`n - I 1 I �`Il II TH J .- II III Ir■ `•1i� us III •'I I 1 - ' I du N %u '• J_K F • 1H 1t.@ A. -T N L' I I LI I ��r 1'_ - LLP oil :r 1 - till J xI I-P n 7•I - 414TUO7 I [ - 1 1 1 1 I I II _1 I _• }L U 4d 1- _ U _ 1 '. I-� � I r J 7 T31 1 I k_- ' I ':�:= r: 1 - awl.:. -loll IF, UI Ii V ■ u - �I rpr II TA' 1 1 r 1 1 113-MAR-07 01:30PM FROM-McGRAN` �� architects 253-383-3P T-603 P.001/005 F-345 McGRANAHANarchitetts 253 T a83 9084 2.53 211 Pacific,Suite 100 Tacoma.Washington 98402 3833097 F TRANSMITTAL New Arl ngton High School-Perf❑riving Arts Center A rlingto)1 School District No. 16 Inc:Reipdn.e to Czty oJtlilingtnn Permit Ife-submilta!Duct Damper Rep ery C'ommentr dsscursed durig our 2-24-03 weeriV2 Via: Mail Pax a-mail Delivery Pick-up Cover Page+ 4.pages From: M:rk Bcrgquist,Project Manager Slqq Email: m:rk.bergquist(imcgranahan-coin Date: 3-7 03 ■ Dr.XX arrcn IIopkins,Ass't Supt.,AHS o Daren Binerlitxg,Fly BCE Engineers it Terry ;Xaxsh,PM,iiHS a Chris Lilley,PM,mcg-ARC ❑ Brian Phair,PK PCSA Engineers ❑ Garner Miller,PA,mpg-ARC ❑ Carol �Lgodjeski,PM,Warner Engineering ❑ Dan Record,Superintendent,Absher Const. ❑ f onatl.an Morley,Berger Partnership ■ Curt Gimmesmd,PM,Absher Constracdon ❑ Boykw Thayer,Tattersall Design ci Jenkins Dossen,Project Coordinator,Abshcr ❑ Moha ned Ait Allaoua,SSA O Gregg Eaton,Engineering Tech,Arlington ❑ Barbara Chandler,Pxiucipal, C/W Des4pa ■ Dave Anderson,Building Official,Arlington ❑ Scott Eimbelman,PM,BCE Engineers ■ File 0008A0-3 ]have, Arrached•vith this memo is an addendum ro the PAC permit re-submittal drawings. This addendum includes a 2-2 7-03 SCE Engineers'cover memo warh three skerches,SK-MO01 thru SK-M003.The revisions directed by this addendtttn address th c comments 11ou made during our most recent,February 2401 meeting with regard to several HVAC ducts that are penetr sting fire-rated assemblies and thus require fire/smoke dampers. Thanks ar,d regards, cGrurtcth,w Arbitedr q Mark Beri quist,CSI R A9<�N Artachme:its: Revisions to 1-5-03 Permit Re-submittal set of drawings,per 2-27-03 BCE an d sketchrs, SIC-Mi101 thru SIB-M003 www.mcgranahan cam 404E.U4-3 1 t � ��\ Y 03-MAR-07 02:31PM FROM-McGRAN architects 253-363-3P- T-603 P 002/005 F-345 ",ow TACOMA OFFICE 6021 17-IN Street East,Suite 200 AW&AF ENIaINEERS, INC. Tacoma;WA 98"7 Phone (253)922-0446 TACOMA * SEATTLC- • OLYMPIA Fax (253) 922-0896 FAX TRANSMITTAL Date: 2/27/0 3 No. of pages (including this page): 4 Project Mart e: Arlington High School PAC: Project No.: 200-096.03 To: Mark 13ergquist Company: McGranahan Architects cc: From: Scott Zimbelman Company: BCE Engineers, Inc. Fax No. 258-922-0896 Attachment is Sketche'5 (SK-M001, SK-M002, SK-MO03) Mechanical Revisions to I,(ncorporate Permit Comments Drawings M5.01 —MECHANICAL PURRED CMLTrdG PLANTS 1. ADD two combiruition Ere/mnoke dli pers inducts at 2-hour area separation Wall as indicated on ske.ch STD-MOO1 M5.02—MECHANICAL FURRED CEMDTG PLANS 1. ADD i ine combination fire/smoke damper in duct at 2-hour area separation wall as indicated on sketch SKC-M002. 2. ADD one combination fire/smoke damper in duct at floor/ceiling aTea separation assembly as indicai W Qu sketch SK-M003. Electrical R+:visions to Incorporate Permit Comments Drawin s E3.01 AUDI rOPT JM AND BATHR401V1 POWER PLAN 1. CON'I ECT(2)dampers shown in ineclianical sketch SK-M001 to circuit PL2-23. 2. CONNECT (1) damper shown in mer-hanical sketch SK M003 to circ-uit PY.2-27. E3.03—ENi.P-RGED-LKGM`KNTO,POWER AND SYSTEMS PLAN 1. CONNECT (1) d,-=per shown in mi:ch.anical sketch SK MOO2 to circuit PL2-25. Copy to foil-3w via mail? Yes Ido X If you do not receive this entire facsimile,or have any quo.-,tions. please call. Q_lmeahlSCd"1�`�iQ•096U�AC1200C 46gscyddl.do� 03-MAR-07 0.:31PM FROM-McGRAN. architects 253-363-3i T-603 PP�003/005 F-345 UP 1L11 6130 F f i.. 6/6 4 14 �.:;, J 7 8 � 8 � / ' , - FF_Fi�dl='C;:�Iw4 -- - -- 6 0 Q1rrlflnull nR• —— ,�-? 1 �1 14- 6"0 / i I IIII L / .� I 24 �:4 g/g i t:(::� f. ; !I"7' . 14 1 � o . I _ 10/1O $/$ 1 /12 Lr 12/1 12" -� 1 d 10 ff��,4 1 --1 lilt— DOWN ` -- 1 °"o 1 0/1 0 J 7 8/8 PIA SEE MEZZANINE FLOOR PLAN ON SHEET M4.02 FOR CONTINUATIONq7 7 --� , / 1 1 // /I �/ I /I ,! r ,' �� ' ,� ,� `- 10/8 DOWN-~ /7Cq // i i� /� ' —— — f/ iI416;'0l 1 ", ; � �' � 1 fi'�� 1 O"OC 30 r • r "f! r � I �� f f r , r r I r r r r r ► r l , r r 1 1 r r � � I/ � I r r I r r r ► r I I l I r r r r ► r rr , r r r r 1 r r I r r r ► r � �, ! r I + r I r I r I r r I r r r '---, r r r r r r I r r I 1 r r rr r r r r NEW ARLJ 40TON Hl(;H SCHOOL— PAC 14 c 6 R A N A H A H orewoeto 'nu: MW RM IUMM CC JG. R M r 3 REFERENCE: 'J) O( _ -mo o l 55[1Ed FJ`iD�Tt Y r1��ls> V1SED: 2�2fip03 _ RATE: 26 03 DRAWN QY. V-__..--.._.... '� 1 I I I 03-MAR-07 01:32PM FROM-McGRAh ; architects 253-383-3f T-603 P-004/005 F-345 EAHU\ �- All U 28/28 , 40/40 UP I I 30/30 � II I I �—SEE THEATER F'I-00R ' PI„AN ON SHEET 104.01 FOR CONTINUATION of DUCT WORK NEW ARLI NCTON HII3H SCHOOL- PAC M c R A N A H A N op" em s T1TLE�yEZZ RE_ N. - (� r yea s < REFERENCE: U402 S f�,(-M 00 SALE: .-_ ... ISSUED FOR: PEWIT (MM31T RESPMS S REvIS�D:�2�25f0� aAT�: p3 DRAINN BY: SZ -- ._ '' .� r` - -, - -� - ' II t I I k 1 03—MARIT 03:32PM FROM--McGRANI archi tact:; 253-383-30r T-803 P.005/005 F-345 10/10 1$�1 � j 14/14 DOWN. /12 16/16 /14 10 1 EF O 39 DUCT DN TO 24" AFF. ?0/1 D UP i Q - - ,..._------- -- ----- - � - - CONNECT 0 EXISTING 4x24 EXHAUST �PL I f I 1 G1 02 NEW AR,INGTON.HIGH SCHOOL - PAC: M c G RA N A H A N � Y ]aoo�>v>> > TITLE- ,pWF? FLOM FJ MS ILNG P M a S K-M 0 03 -- IS4l1ED FQR: iUUT MUME4T BE,P ss REVISED! 2/26 DAYEy '� 03 DRAVAN BY;_SZ _ r - •r � ti � , I� it 1 03-MAR-07 0;:32PM FROM-McGRAN arch tects 253-383-3V T-603 P.001/012 F-346 MCGRANAHAN architects 83.30E4 T 253 F 21' 1 pacific.Suite 100 Tacoma,WasHngtan 98402 383'3097 TRANSMITTAL i i New At ington High School - Performing Arts Center Axlingtc n School Distdct No_ 16 Re_Respm ve m City ofArlington Permit Re-submittal Fire Pmecdion Review Comments dr'maxed during our 2-2 -03 meeting Via: Mail Fax a-mail Delivery Pick-up Cover Pa;;es, I—3 of S,plus I —5 of 5& 1 —4 of 4 From.- M ark Sexgquist,Project 1V=agex n-nail: mark.bergquistamcgranahan.com Date: 34-03 ■ Dr.V rarren Hopkins,Ass-t Supt.,AHS ❑ Daren Bitterling,PM,BCE Engineers ■ Terry-Marsh,PM,.:NHS ❑ Chris I.Ley,PM,mcg-ARC a Bziac Phaix,PM,PCSA Engineers o Gamer Miller,PA,mcg-ARC ❑ Carol Modjeski,PP/1,Warner Engineeriag o Dan.Recoxd,Superittendent,Absher Const. ❑ Jonat ian Morley,Berger Partnership ■ Curt Gimsnestad,PM,Absher Construction ❑ Boyk i Thayer,Tat_ersall Design ❑ Jenkins Dossen,Project Coordinator,Absher ❑ Moh-,med Ait Allaoua,SSA o Gregg Eaton,Engineering Tech,Arlington ■ Fred 31anchard,r11E,BCE Engineers ■ Dave Anderson,Building Official,Arlington ■ Scott Zimbelman, PM,BCE Engineers ■ File 0008.00-3 Dave, This letter!is meant to confirm.how the School District will proceed with providing fire protection at the Performing Arts Cent er,both during the initial,PAC shell phase and subsequendy during the tenant improvement phase that will complete the PAC. In regard to providing thc;fire sprinkler system in the shell phase of the work,I have directed Absher Construction to add the d,'sign&installation of the sprinkler system to their scope of work for the PAC shell.Abshcr's subcontractor, Upper Valley Fire Protection,will design th,--system as though the project were going to be completed all at once, and then they will step back from that complete design and identify an interim design that fully protects the several zones that make up the shell.All the nna:in lines will be:installed as part of the interim, shell design,but only chose periph-tral litres that are necessary to protect the shell xeill be installed as part of the shell construction_Upper Valle3,will submir wwr.mcgranahan.com 0008,00-3 .. �,1 , . . r �• • 1 03-MAR-07 0::33PM FROM-McGRAN i architects 253-383-3! T-603 P.002/012 F-346 New Ar.ington High School- Perfora ing Arts Center Response tc City of flrlington Permit Re submittaiTirr Protection Review Comments disemssed during our 2 24-03 meeting shop dravrngs&calcti ations for the project just as they've done for the main building fire spriinklex systern and for the grandstan3s fire sprinkler system. In regard to providing the(3) Class I&(4) Class II standpipe type connections,per our February 24th meeting,m7 fire protectioi i engineer and I need to provide a little more direction to Abshcr&Upper Valley before they can get started incorporating the rougli-in portion of it into The shell phase.In order to provide that direction to Abshcr,I need to confirm vath you that:ny fire protection engineer's assumptions&recommendations are acceptable to you and the fire chief.Att iched with this letter are sketches to describe the recommendations that BCE is making in light of the direction riven us durvig the Y ebruary 24th:meeting among the City,the Fire Department,McGranahan Architect; and the Schoc 1 Mtrict.BC F-'s recommendations are as follows: 1) Make this system of standpipe connections a wet system like the fire sprinkler system.This allows us to u sc the same exterior fire department connection already included in Absher's scope of work for the fire S.Irinkler syste m. See attached sketches 1—5 of 5. Otherwise,if we were required to make this system of s andpipe connections a dry pipe system,then we would have to provide a second exterior fire department c=ettion,a very costly item. 2) I aside the PA.0 at the southeast corner of the building where the fire sprinkler riser occurs,provide a s!cond riser, by extending the horizontal line from the first riser,in order to serve all the standpipe connections. See sketches 2&5 of 5.Then route all the piping from this standpipe system riser overhead c)ncealing pipe in any public areas above finished ceilings and inside framed walls.Agaita,if we were w make t]us system of standpipe connections a dry pipe system,then according to code we would have to expose all the piping, even in public areas. In this case SCE is saying that we would want to put as much of the piping underground ss possible;this coulc.be done,but again,it's more costly than running the same length of piping a isidc the building. 3) A.i the two loegLtions where you're identified the treed for hose connections at the exterior next to doors,if you-were to insist upon these two Iocations remaining at the outside of the building,tbei a is a way to Protect against freezing.;'�cc sketches 2—4 of 5.BCE says that we could add wall-mount Pl T's at t]ie lines serving each of these connections;that we could mount the PITS at the outside of the exterior vrall, jaist above each hose connection,so that from outside fire fighters could open up the interior valves contao]ling www,mcgranahan.com 2 - .: t .t _ ► �. I 1� ,1 03-MAR-07 0::33PM FROM-McGRAN, architects 253-363-3( T-603 P 003/012 F-346 New Arington High School-Performing Arts Center Response 1, G!y of Arl¢n4lon Permit Re.rubmilla,'Fire Protection Review Comments&xrx ed during our 2-24-03 mesmq t'iese hose corrections.It would be preferable,however,to move these connections just inside the doors as a pposed to ju:t outside,given a wet system and the need to protect against frozen pikes. 4) Locate the seven standpipe connections as indicated on the attached,revised plats cuts. See sketches 1 - 4 of 4. The Bcations for two of the three hard connected cabinet hoses that are at the front of the auditorium a ad up the east side lighting balcony stairs have been modified slightly from where we determined They should g o during our meeting together,but the locations have been revised only in a minor way,and the revisions have been made to:_oute the related piping efficiently and to address the School District's concern for appearances. I hcse sketches also indicate where the two exterior Class I hose connections could be located if you were to a low them to be instalced just inside the doors at the buildijng interior. Please loc k over the sketches related ro the above comments.I'm looking for you and the fire chief to give me a preRmiwL y thumbs up or thumbs down on whar my engineer is recommending.If you would like to talk to Fred Blanchazc,out fire protection engineer at BCE,about his recommendations,then let me know and I will ask him to call you. Or y)a can contact him directly at 253-922-0446 or at his c-mail address,frcdb@bceeng.con-i. Or,if it's necessary, and you t rule it would help to meet again f•.LCe to face,then we can do that. Thanks 0 Ld regards, ranah w A . 'tear Mark Bergquls6 CSI Attachme its: Prehtrinary plan&detail stretches revising the 1-8-03 Peronit Re-submittal set of drawings, 1 --,5 of 5 and I -4 of 4 www.mcgrinahan.com 3 i 03-LIAR-07 0::33PU FROM-McGRAN architects 253-383-3r T-603 P•004/012 F-348 JD U All - � J .j�ay 9 �, x Fill, �CS 1'( 4 i; ; ( OS,to t � 7t'. •tl;�llii€I:iE:i(Ip i!'!�l;i;:E{�`"•i.•'' � 1 1 � 1 .•..• .. f is , E'!°:r�•ir:..,. �i � � / !,"!ii!�':.ia;al;.•L;1:.,.i;:;:'::.i,::i�;iatal, � 1 ,� '�^ �! � / %/ 1 IF.I ",.•t• ,,tE. :,t,�....:,ti•i.....i?i ail � � 1 d � f/ •/ at!,:••E ii??i:i 1'`lif'3ii;�• !:i_liii!f;::iii;:?�;.;ai3i�' \ � y 1 ! / 1 ?�il;;li,t: !?i?i�' :;�•??'ltiEil:f?'i::; � \ e �{ .� 1/ / I �.E %E1 ilSh!`;'E•�E• :l:::.�!!�,�.,,' :v.';i:;i i 1 �� { t j % t q� t �i:' •I�i!f;y�.i,;:'c�, E�i�iE:`;9.::1 \\" � ; I 1 /, � II �p� J4 1 g :•g, � I l l �! I � 1 1 1 §¢ v I 1 1 � 1 z 1 R� � cC ,•t��b � I 1 # tr• xx S 'da 1 .;� ,Y �:. I I 03-MAR-07 08:33PM FROM-McGRAN' '; architects 253-363-30'- T-603 P 005/012 F-346 •• -- •-- I •• •• •- - � , '-ornr� xv rHl, MtUHANI AL GATWALK ANO AVOD �g DUCTWORK WITHIN SPACE ALL PIPING TO BE IN5rALLEDAS HIGH A5 POSSIBLE WITHIN SPACE, ALLOWING A MINIMJM OF 6'-0" HEAD HEIGHT -ROM MEZZANINE FLOOR, S INSTALL WATER HEATER IN CORNER OF ROOM, SEE INSTALLATION DETAIL ON SHEET M6.01. CONNECT VENT PIPIN-.- TO EXISTING VrR AT ROOF, CONTRACTOR TO VERIFY EXTENT OF WASTE PIPING INSTALLED UNDER THE SHELL SET AND PROVIDE THE NECE;SSARr PIPING AND DEVICES FOR FULL CONNECTION OF ALL PLUMBING FIXTURES AND DEVICES- 1 --y P,3A O:L �-� — fl ;IONS - !.. — 2" P- IPE SPRINKLER 1all y _ RtSEl S?-E DETAIL e,j/�(�,a s 4NROOM EXISTING VTR , SIDE STAGE DRESSING RM i RE �ORESVNG RM 11 A BJ ® ROUTE AS HIGH AS ! HALL POSSIBLE. BRUNCH PIPING IN SIDE STAGE ARD, AS REQUIRED I me A. STORAGE J �+,ti,r' z l VESTIBULE 4 4f45 �� 0 10 v� [v 0, V,'Au,A vi vi2 I +.IAIN T4 RISE-TO BiTIrrO5 M GA HAL! OF R0 Fa1.IS - �� 0 � ♦�tJ 105 srn 163E 1 El S E u1 T o P, !j F EA TO RISE; To �-� WITHIN KAM DEPTH NOTHING TO PROJECT BELOW BOTTOM FLANGE OF BEAMS F • hU1lN MUST LOCATE 0 AT LEAST 1'-O' CLEAR OF WALL AND NO MORE THAN 2'-6"AWAY FROM WALL I � nvc • �� 104 4 2•FU F IAUO.TOFIUM ` I F I F- LIGHT LOCI; In3o l—J 1G6 F TAI �• 11�•Y 270 - GC EXISTING 13-4-VTR COORDINATE LOCATION OF 9 PIPING TO AVOID / �- II Q /� j CONFLICTS RIGGING SYSTEMS HEATER V" dry \ o� ! 63 G4 bjsft e o 0 � .. I I 03-MAR-07 03:34PM FROM-McGRAN architects 253-363-3f T-603 P 006/012 F-346 -- ( �- 1 O ID— v 2 O N a Ln I t/7 r� i 1 13NNVHO � , I I I� 1 I i Y � � Q d xI _ N_ Gv r r w l i f � n \ t— II b � I C3F : z N I LW cn L i, ARLINGTON HIGH Si:HOOL PERFORMING ARTS CENTER M c C R A N A H A N architects ,,, f 383 309 '_ -- TITLE: REVISED FLO(RPLAN 253 _ f\—MOO r 383 308 , REFERENCE: A7.02 SCALE; 3 32 = 1'-I)" L_2 ISSUED FOR: PERMIT RESPONSE #2 REVISED: -7) -1 •-� -- DATE: 14 FEB 03 DRAWN BY: GFM � 4 � 1' YS � .. � �1 � • � ._ �• J ti. 03-MAR-07 03:34PM FROM-McGRAN. 'i architects 253-383-3 T-603 P-007/012 F-346 ( � Q b Q � _ S .�. I- P5 cy— a a --� z { a P= x o o p N a � C CD \� r r� m CD o > Q V~7 r-I o r` 1 r7 4Cl- ) i -0—.2 I I I I A I �3SIN '03 (L) I _ C.P ARLINGTON HIGH SCHOOL PERFORMING ARTS CENTER M c G RA N A H A N architects ,,, F 3A3 aos r 11TLE� REVISED FLO()RPLAN r 363 308 s REFERENCE: A7.02 S K—AO O f a P2 SCALE: 3132" = 1---J" ISSUED FOR: PERMIT RESP ASE #2 REVISED: 'I• ° __ __ DATE: 14 FEB 03 DRAWN BY. GFM } • , _ _ I 03—MAR-07 03:34PM FROM-McGRAN architects 253-383-3f T-603 P•008/012 F-346 EA I LAW ., r& f"5 1 COMIPONENTSRTo W 1-ALL TRIM NOT INQIG4TED. /r CONTRACTOR TO PROVIDE AS ELECTRIC SYSTEM PIPING CAM4ptdG�► REQUIRED. HORN/ST'ROSE WATER FLOW ,�,/� INDICATOR r[jj Rv ql 2. QUANTITY OF SYSMIS NOT �V \Af�7�I Sid_ E !ED THREADED INDICATED. CONTRACTOR TO PROVIDE PRE55URE 5� SUPPORT AS REOUIRED. GAUGE � r ` RE ICAL) �4 R(Ir � 3-PROVIDE ESCUTCHEON PLATES AT r ,may t -��ly :M RE ALL PENETRATIONS IN &OUT OF 2^ } ( ( C+`lF""`�"'6"5 d1 SPRINKLER ROOM. DRAIN PIPING PE? PLANS (1YP) a,PIPE MAIN DRAIN JO A SUITAOLE GROOVED LOCATION OUTSIDE OF CQUING. BUTTERFLY �m PIPE INSERT VALVE S iRI PER 5PEC3. 5_INSPECTORS TEST WILVIE CONNECTION 41-O. p ED ALLOWED, WITH APPROVAL BY �. t �I -IL UNISTRUT AUTHORITY•HAVING JURWCnON, ON SYSTEM RISER' PIPE i) Me ELECTRIC HORN/STROBE PROVIDED 6• ( -- AND WIRED TO PRESSURE SWITCH AND FLOW S=CM;TO SIGNIFY —\ ALARM BY DIVISION 1$- 2- ANNU ACE AROUND UNDERGROUND LVANIZEO SHEETUETAL 7.PROVIDE PRESSURE RELIEF VALVE AS PPING_ PROVIDE ESCUTCHEON DOLE PER SPECS REOUIRED FOR GRID SYSTEMS PLATE ON INSIDE OF ROOM IWEFN INSULATION 4 D UNISTRUT, TYPICAL l IODATIONS. ESSEE AIN �T e D,In-'c-�RATuHslRr,UnScT _ 7�S2 ING CIVIL AWr DETAIL LE SPRINKLERRISER�D�elv L1T� .� �- �.: ., ,: I _. I� f f i •� .i ifs i \-. ..,._, _ �;j,.'"�r•_�ii "'`t��i�'�'c:G�Y'i"' �'sar �+�n �Ot� - ..i� ?i fJ .IEI• s Mcc HIM Z3 RM WdP El r11ImmI Iuu A .�� = • � 0 0 ;8 p milli 11 Ill III Irrrrtrrrrr rnrr unniuuouu - ; . I �' I lit I,N► r'I:, i � tM1 � tl�l �� f[II III � . I.III Ill_! 1�; � '•j �. N� 111.1 Ili K1 IIN {(i1 �,�. � — illi I;ill 1411 t�l wI 111.1 _ Inn two {III {�I Raj ll lwl , 1'AI �..�. cal .,•, ��_ is MEN MR NNW �iii\ ,e�� `�`�\��, `,�� r • � III". I � ,� . 1 1 : : 1 /• 1 1' • � 1 C 1 �'� �. ;: i I 03-MAR-07 03:35PM FR0M-McGRAN' _"j architects 253-393-3P T-G03 P-011/012 F-340 a J w o , Cc z Cl- Ld a i� j ol 03-MAR-07 03.36PM FROM-McGRAN I architects 253-383-3r`- T-603 P 012/012 F-346 � s WSW BELOW ADING BRIDGE ABOVE 65A1C 6 1A ANDING ' `STA 63A1A 40-2-1 DOWNJ I ST03 4028 TAIR I m 4 OPP. 4 -- - --- ----- - -- - ---- ---- - A6.G1 A7.O1 Q P2 4 A7.02 3 5'-11° 8'-4" A6.01 G3 CATWALK LEVEL. 4 PLAN 4 65A1 C 65ANC 0 4 OPP, 63A1 A � PN — � AT 63,A1A STA DOWN gmtr—o ow STO 302 4 A6.O1 5-11" 8'-4" 3 A6.01 46'-7" TYP. 38'-8" a I�~ LIGHTING BALCONY LEVEL 3 PLAN 3 ARLINGTON HIGH SCHOOL PERFORMING ARTS CENTER M c G R A N A H A N arehttocta 6J F 367 309 253 TITLE: _REVISED FL C ORPLAN S K�A0 04 r 363 300, REFERENCE. A2.02 SCALE: 3/32" = 1'--0 _ A ISSUED FOR; _ PERMIT RESPONSE #2 REVISED: — DATE: 14 FEB 03 DRAWN BY: GFM �� '�,' f ,,, �_ . 1 I City of Arlington Building Department REQUEST FOR REVIEW FORM PROJECT NAME: 5 1 PROJECT ADDRESS: evAl(/LN BP #: Oa- ;)" PROJECT MANAGER: David Anderson, Building Official DATE OF CIRCULATION: —7 - 2-S-D RETURN THIS FORM BY: n 1 TYPE OF PROPOSAL: 4 e v-furnn; r PROJECT SUMMARY: RESPONDING DEPARTMENTS: Pko-ns Peva-I 1 a.bie- 10l IJ TOM C., FIRE r JIM T., GALE & GALE r TERRY C., KAREN L., UTILITIES PLANNING DEPARTMENT F3 SHARREE L., GENERAL SERVICES (J GREGG E., ENGINEERING SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form,to the Building Department. If you have no comments, please return the form with the"No Comments" box checked, PLEASE MARK ONE BOX, JD RETURN THIS FORM TO LINDA. FJ MORE TIME REQUES SUBMIT ON r COMMENTS FOR THIS REVIEW ARE ON ATTACHED DRAWING COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO (J NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT PP REVIEWED B DATE MAkl- a 0 253 Mc RANAHANarchitects 3833084 T 253 F 2111 Pacific, Suite 100 Tacoma, Washington 98402 383 3097 TRANSMITTAL New Arlington High School—Performing Arts Center Arlington School District No. 16 Re: Four more.rear of January 8, 2003,permit re-submittal drawings, including volumes 9—2 of 2 Via: Mail Fax e-mail Delivery Pick-up RECEIVED Cover Page plus (4) copies of drawings,volumes 1 —2 of 2 From: Mark Bergquist,Project Manager Email: mark.bergquist@mcgranahan.com JAN 1 3 2003 Date: 1-10-03 CITY OF ARLINGTON ❑ Dr.Warren Hopkins,Ass't Supt.,APS ❑ Daren Bitterling,PM,BCE Engineers ❑ Terry Marsh, Owner's Representative,APS ❑ Russ Woodruff, Olympic Associates ❑ Brian Phair,PM,PCSA Engineers ❑ Chris Lilley,PM,mcg-ARC ❑ Carol Hurst,PM,Warner Engineering ❑ Garner Miller,PA,mcg-ARC ❑ Jonathan Morley,Berger Partnership ❑ Curt Gimmestad,PM,Absher Construction ❑ Boyka Thayer,Tattersall Design ❑ Dan Record, Superintendent,Absher Const. ❑ Mohamed Ait Allaoua,SSA ❑ Jenkins Dossen,Proj. Coordinator,Absher Const. ❑ Barbara Chandler,Principal, C/W Design ■ Dave Anderson,Building Official,Arlington ❑ Scott Zimbelman,PM,BCE Engineers ❑ Simon, Ford Graphics Dave: Here are four additional sets of the January 8,2003,permit re-submitao Performing Arts Center,per your request. Don't hesitate to phone or f0 0.I �r/0 Thanks and regards, , ��4 XzIr �%�rvv Mark Bergquist, CSI I www.mcgranahan.com 0008.00-13 i s • , — , ` - .� CWA CONSULTANTS STRUCTURAL ENGINEERING BUILDING CODE CONSULTANTS 22421 N.E.20th Street,Sammamish.WA 98074 (425)836-2833 FAX:(425)836-3707 E-Mail:chuck.maCaverizon.net September 25, 2002 Project: Arlington High School Performing Arts Center Arlington, Washington Code Info: Type II 1-Hour with Sprinkler Substitution 1-story Occupancy A2.1 Occupancy 1997 Uniform Building Code Exposure: B Basic Wind Speed: 80 mph Seismic Zone: 3 David W. Anderson Building Official City of Arlington 238 N. Olympic Avenue Arlington, WA 98223 Dear Mr. Anderson: We have completed our review of the Performing Arts Center for Arlington High School Building. The plans have been reviewed for compliance with the 1997 Uniform Building Code, the WSVIAQ Code and 1997 Uniform Mechanical Code. For questions regarding this review contact CWA Consultants. Please provide two complete sets of the plans with the resubmittal. NONSTRUCTURAL 1. The height of the stage appears to exceed 50' at the highest point of the roof decking over the stage. Therefore, this is a legitimate stage. Section 405. All of the requirements for a legitimate stage must be detailed. 2. The stage must be separated from the remainder of the Auditorium by a 2-hour occupancy separation. Section 405.3.1. The opening must be protected with a 1-1/2 hour listed assembly or a curtain complying with UBC Standard 4-1. 3. Accessory rooms must be separated from each other and from other building areas by a one-hour occupancy separation. Section 405.3.2. All openings must be protected with one-hour listed assemblies. Arlington — High School Performing Arts Center September 25, 2002 Page 2 of 5 4. Construction joints at the top of walls that require protected openings (corridors, occupancy separation walls, etc.) should be listed construction joint assemblies. The listing number (UL, ICBO, etc.) along with construction details should be provided on the plans. Construction joints should be capable of accommodating the anticipated deflection of adjacent structural members. 5. Standpipes, as required by UBC Section 904.5 & Table 9-A, should be specified on page LS1.00 for applicable uses. 6. An approved fire alarm system is required in group A occupancies as required by UBC Section 305.9. A specification indicating this should be added to page LS1.00. MEANS OF EGRESS 1. The "Auditorium" exiting system must comply with the requirements of Section 1007.2.2 for Main and Side exits. 2. The plans must designate one Main exit. The Main exit must be capable of accommodating '/z of the occupant load. 3. Two Side exits must be provided. Each Side exit must accommodate at least 1/3 of the occupant load. Side exits are normally provided at each side of the main assembly area. 4. Each Side exit must exit to a stair enclosure, horizontal exit, exit passageway or directly to the exterior. 2001 WASHINGTON STATE REGULATIONS FOR BARRIER-FREE DESIGN 1. Since this building will be used for public assembly (after school hours), separate accessible parking facilities should be provided. 2. The site plan should show an accessible route of travel from the public way to the accessible entrances. Section 1103.2.2 3. The total required accessible parking spaces should be indicated, one of which should be van-accessible. Sections 1107.1.1, 1107.1.5, Table 11-F 4. Van-accessible parking spaces should be 8' wide, with adjacent 8' wide access aisles (which may be shared with an adjoining space). Section 1107.2.2 5. Each accessible parking space should be shown as having a sign 3'-5' high centered at the head of the space and bearing the words, "State Disabled Parking Permit Required". Section 1107.3 ., x �� I I I Arlington — High School Performing Arts Center September 25, 2002 Page 3 of 5 6. The accessible parking should be located on the shortest possible accessible route of travel to an accessible entrance. Section 1107.1.6 7. The type of slip-resistant surface on the accessible route of travel should be specified. Section 1106.7.3 8. Areas of evacuation assistance and all of their details such as size, location, telephone, fire protection, signs, etc. should be shown. The exterior stairs at the side exit should be provided with an area of evacuation. Section 1104. 9. All doors in the building which have a latch set or lock set should have lever-type operating hardware. Section 1106.3.1 10.Door thresholds should be shown as no higher than 1/2". The edges should be beveled at 1 vertical : 2 horizontal, with a maximum edge height of 1/4". Sections 1106.10.4, 1106.6 11.An ambulatory accessible water closet stall is required in addition to the wheelchair accessible stall, since there are more than 5 toilets in room 118. It should be 3'-0" wide and have an outwardly swinging, self-closing door. Section 1105.2.2, 1106.11.4. The length, height, diameter, wall clearance, and position of the two grab bars at the water closet should be dimensioned on the plans. Section 1106.11.5.3. 12.Lever-type faucet handles should be provided no more than 17" from the front of the lavatory. Section 1106.11.7.5 13.Drain pipes and hot water pipes should be shown recessed and insulated or guarded to prevent contact. Section 1106.11.7.4 14.The international symbol of access should be displayed the accessible building entrances and all areas of evacuation assistance. Section 1103.2.3 & 4 15.Signs for the visually impaired should be provided to identify public toilet rooms, stairs, and elevators. Where other signs are provided, they should also comply. Section 1103.2.4, 1106.16. 16.Water fountains should be detailed so that compliance with Sections 1106.13 can be verified. Section 1105.4.1 17.If provided, at least one public telephone should be accessible per Section 1105.4.2. This should be noted on the plans. M _ - 1 I • _ I Arlington — High School Performing Arts Center September 25, 2002 Page 4 of 5 18.The assembly room requires 8 level wheelchair spaces, 33" wide x 48" deep (60" deep for side approach). They should be distributed throughout the seating plan, and located so that occupants have unobstructed lines of sight. Section 1103.1.2, 1106.21.1.2, Table 11-A 19.In addition to the wheelchair spaces, 7 (1%) aisle seats should be provided with removable armrests. The locations of all the accessible seats should be clarified on the plans. Section 1103.1.2.1 20.Assistive listening devices are required in the assembly area, since fixed seats are provided and the occupant load is 50 or more. The minimum number of devices required is 4% of the fixed seats in the room; this should be noted on the plans. Section 1103.1.2.2 2001 WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE (WAC 51-11) 1. R-10 slab insulation is required and should be installed in a manner which will provide a complete thermal break as required by UBC Section 1311.5. Please revise the plans. 2. The designer should note on the plans that all glazing shall be certified and labeled with its U-factor and solar heat gain coefficient by an independent agency licensed by the NFRC. WSEC Section 1312.1. MECHANICAL 1. Penetrations of the 2-hour rated occupancy separation wall at the stage separation must be provided with 1-1/2 hour smoke/fire dampers. 2. Combination fire/smoke dampers are required for 1-hour occupancy separation walls of the accessory rooms adjacent to the stage. STRUCTURAL 1. For your information, "Special Inspection" is required for: Steel deck welding Concrete construction Structural steel welding High strength bolting Anchor bolts (Table 19-F) 2. Structural observation by the engineer of record must be provided for all of the structures since they are of an Occupancy Category 3 — Special Occupancy Structures. This is a requirement and not an option. This must be noted on the plans. Section 1702, 106.3.5 and Table 16-K I Y • L- 1 1 1 1 1 1 I 1 Arlington — High School Performing Arts Center September 25, 2002 Page 5of5 3. Also, you must clarify with the owner if any of these structures are to be used as an emergency-preparedness center. If so, then the Importance Factor (1) must be revised in accordance with Table 16-K. You must obtain written verification. 4. All welded rebar must be A706. The details using welded joints must specify this requirement. 5. Since the seismic forces calculated by the engineer are based on allowable stress design, when using the seismic force Em (QOEh) the calculations must elevate the forces to strength level by multiplying the actual seismic forces by 1.4 in addition to Q0. The actual calculations used for the typical seismic forces are at working stress levels. 6. All collector elements (including struts), splices and their connections must have the strength to resist the maximum anticipated earthquake force Em. Section 1633.2.6. Equations 12-17 and 12-18 must be used for these members. Please instruct the designer to indicate on a separate letter which sheet or detail the corrections may be found and to REVISE AND RESUBMIT THE PLANS. Please feel free to contact me if there are any questions. Sincerely, Chuck Williams SE CWA Consultants cc: McGranahan Architects 2111 Pacific Avenue Tacoma,WA 98402 FAX: (253)383-3097 . i JJ� _ I I �� ti City of Arlington Building Department REQUEST FOR REVIEW FORM PROJECT NAME: 85b +H f,- h <ChOd PROJECT ADDRESS: I kk2-1 Cro--,iu atd.-e 6 I VN BP #: 0 14- f 1414 _ PROJECT MANAGER: David Anderson, Building Official DATE OF CIRCULATION: -7 -Z�-I�Z RETURN THIS FORM BY: TYPE OF PROPOSAL: Sy u�fv� l Lom Wekc i 41 PROJECT SUMMARY: RESPONDING DEPARTMENTS: FJ TOM C., FIRE r JIM T., GALE & GALE rJ TERRY C., KAREN L., UTILITIES IJ PLANNING DEPARTMENT �SHARREE L., GENERAL SERVICES IJ GREGG E., ENGINEERING SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form,to the Building Department. If you have no comments, please return the form with the"No Comments"box checked. - - PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO LINDA. rJ MORE TIME REQUESTED, WILL SUBMIT ON C] COMMENTS FOR THIS REVIEW ARE ON ATTACHED DRAWING 5 IJ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO NO COMMENTS FO .THIS REVIEW, OKAY TO ISSUE PERMIT It REVIE DATE �/ r • } City of Arlington Building Department REQUEST FOR REVIEW FORM PROJECT NAME: ASD 441-1 h School PROJECT ADDRESS: r Ss8-2_( CrC�N let dI,- BP #: __ Ca- �1yy PROJECT MANAGER: David Anderson, Building Official DATE OF CIRCULATION: -7 RETURN THIS FORM BY: TYPE OF PROPOSAL: PROJECT SUMMARY: RESPONDING DEPARTMENTS: FJ TOM C., FIRE rJ JIM T., GALE & GALE (J TERRY C., KAREN L., UTILITIES QJ PLANNING DEPARTMENT �SHARREE L., GENERAL SERVICES IJ GREGG E., ENGINEERING _ SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form, to the Building Department. If you have no comments, please return the form with the"No Comments" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO LINDA. Q MORE TIME REQUESTED, WILL SUBMIT ON COMMENTS FOR THIS REVIEW ARE ON ATTACHED DRAWING MJ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT j r REVIEWED BY DATE .� _, •a; .. �1NGr0 City of . • 9 DepartmentzUtilities 9sA7NG,�0 Memo TO: Arlington School District#16 R+oen Karen Latimer,Water Utility Supervisor Date: September 9,2002 Res Utility Review, Building Permit#02-5144, High School Performing Arts Center Your construction documents submitted with building permit #02-5144 have been reviewed for compliance with cross connection control and wastewater pretreatment regulations. To receive approval for occupancy from the Water and Wastewater Departments, you will need to complete the items listed below. Cross Connection 1. A State of Washington approved Reduced Pressure Bacldiow Assembly (RPBA) must be installed on the immediate discharge side of the domestic water meter per city standard, before any branch connections,wyes,tees, etc. 2. Alternatively, an RPBA may be installed inside each building that is supplied water by the domestic water service, if the following conditions are met: a. Install the RPBA in inside the building in a mechanical or equipment room. b. All branch connections located between the domestic water meter and the RPBA shall be protected by a State of Washington approved back low prevention assembly. The type of backflow prevention assembly shall be determined by the Water Department. c. Minimum clearances required for an outdoor vault installation shall be provided for an indoor installation of an RPBA. d. An Air Gap drain shall be provided on the relief vent of the RPBA.The drain shall be sized to allow ma)amum discharge from the RPBA. 3. After the RPBA has been installed, it shall be tested by a State of Washington and City of Arlington approved Bactdiow Assembly Tester(list enclosed), and then be inspected by the City of Arlington Water Department.Provide a copy of the test report prior to calling for inspection. 4. Call for inspections at the following points of construction. a. Priorto covering interior piping. b. Priorto covering underground piping. 40 Page i N I �, I c. Priorto requesting final inspection by the Building Department. Wastewater Pretreatment 1. An Industrial/Commercial Waste Discharge Permit application has already been submitted for the entire high school construction project. A separate application is not required for the Performing Arts Center unless the center's wastewater discharge will conned to the sanitary sewer main via its own separate side sewer connection. General 1. What size of water meter is required for the Performing Arts Center? Also, please indicate the proposed water meter location. 2. Water service fees will be calculated after the information requested in item 1. above has been received. Please provide the requested information so we may finish processing your construction application review. I can be contacted at 360-403-3505 to answer your questions. 0 Page 2 .{ ., y i City of Arlington Building Dept ? PUBLIC WORKS CHECKLIST PERMIT # j !L) DATE LEGAL ' ('C Qkl I c >1 Vf 121 - C )CD3 Plat Lot Tax ID# NAME ADDRESS K. c if r- I V BUILDING USE J1 r ,~'i 1" ' r.,4 # of BUILDING UNITS Existing Required Signature Date Water Meter Fire Hydrant / Side Sewer Permit 1/ Monitoring Manhole Cross-Connection Control Sewer: Off site tI/ On site Water: Off site f On site Pretreatment Discharge Permit / Water/Sewer Fees v Date received o< Date Yellow returned o� Date Pink returned N C&C-ro City of Arlington COADS - Utilities Division`s�i Memo To: David Anderson, Building Official Arlington School District From: Karen Latimer, Utilities Manager Date: March 12,2003 Re: Utility Review, Building Permit#02-5144, Performing Arts Center Revisions Your revised construction documents submitted with building permit#02-5144 have been reviewed for compliance with City of Arlington utility regulations. To receive approval for occupancy from the Water and Wastewater Departments,you will need to complete the items listed below. 1. The Double Check Detector Assembly (DCDA) to be installed shall be approved by both the State of Washington Department of Health and the City of Arlington Water Department. 2. After the DCDA has been installed, it shall be tested by a State of Washington certified and City of Arlington approved Backflow Assembly Tester, and then be inspected by the City of Arlington Water Department. Provide a copy of the test report prior to calling for inspection. I can be contacted at 360-403-3505 to answer your questions. 0 Page 1 �\M ■ M- oil .� 1 1 o. Ems . 1 J y i 1 I City of Arlington Building Dept PUBLIC WORKS CHECKLIST PERMIT # DATE O2 97 d 3 LEGAL 1.YD)" I��(1 L 3 1 051 3- 00�) " doCQ`y0 Plat Lot Tax ID# NAME A5b P e► r►� ✓jy �-f CP wlx__ ADDRESS BUILDING USE fe, C416D # 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 ` /v Date Pink returned V <. �e fir• 'NOW 7 � —r7 a T _ ■' _ _ _ _ I . ' I IA ZIP Ir i i � EM ' � m kj II r City of Arlington Building Dept PUBLIC WORKS CHECKLIST PERMIT # ( 'S�`7� DATE 2 LEGAL (7 ILL Plat Lot Tax ID# rr �, NAME ak iyj 1 i s Y-4'DV r ADDRESS l ��1 GV(St-� 1 K_. 0 P _ L�l y BUILDING USE �ti ��_ �� >' i ��, # 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 SEi�I 1 Date Yellow returned — �/Ott Wr� Z �►�c�,,,�',n�s Date Pink returned �(�y o-P I k . ti I ' I ■ I ■ � r�_1 � ` 1 � 1 ■ 1'�R ' 1j � R �� ,�, r _ � _ 'f 1 � � ■ r ■ `1 '�� '� Ir ■ 1 RI I I I NJ LI 1 Q _I_ 1 _ ■ ■ I 1 1'ITI I I 1 I 1 11 I _ 11 1 ■ I I I I I _ r kail I I ■11 I 1nlPIN ' I - - - —AJluaL. mo1 IW& %d1 'I ' . I _ I II I 11 or l d■ 'I ■1 .r I ■ IL _ 1 I 1 11■ n i City of Arlington Building Dept , ', I FIRR DEPARTMENT CHECKLIST' 1 PERMIT # C�d I lam. DATE: �� L NAME: a�t -�ti � i�p r-hn a vti +� ✓1 f2� ADDRESS: 1bLVL LEGAL: BUILDING USE: IOQ.S 12' h AcL6gX1(Q :CUPANCY CLASSIFICATION: A _ 1 B E F H -1 1 1 2 12.1131 4 1 1 2 T 3 1 2 1 1 2 1 3 1 4 1 5 1 6 1 7 I M R. S U 2 3 1 3 1 2 3 4 5 1 2 TYPE OF CONSTRUCTION I II III 1V V F.R. F.R. I 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: air Location of address on build � FIRE DEPT: Date: Signature l -1 e.�h 5kt-r-, Sc-✓+ 1 V O L Lam/ hA e. 2 �►aw�K, b�Build\foreckle 1 mt h M WA C: 4Q ry L:J►� ii3'^-A.i►- L.r+� �.`� . � - *�� T �a � L� -�� ■'�� r -�r�F�l� ,1� �� 1 111 r■ 11 1 +y11 1 j1 I 'r iilr• JL �yb,a J F_ 1 ■� 1 1 17.71 -T PT - 1S �' II 14.a+TLn U' y P "I Ann ti - - — - - — — - - _ _ ram■ �. 1_ - . � w 1 Levu quA- uJ LL ii L 1 oil 1 _ 1 ■ - - - - - - - - - - - - - - - � IIr I 1 T 111 � �- - - — - — IV VI iil 1 1 I+ W e i miin Irw i ■ d i 11 n 1 1 u CITY OW YAUANG,rON [)EP�t'j"IANIVNIT OF CONINIONITY DEVE, ]NENT ^- 238 N. Olympic, Arlington, WA 98223 DATE JOB NO. 1��n� [] Eo�n*ohn� !� ��a i Phone ( {> ATTENTION 28�J43� 724 FAX (20�) 435-3�06 WE ARE SENDING YOU Q~Attaohod O Under separate cover via thefoUo*ing items: O Shop drawings O Prints O Plans U Samples O Specifications O Copy ofletter O Change order O ' COPIES DATE NO. DES61RIPTION cdil THESE ARE TRANSMITTED as checked below: O For approval O Approved assubmitted O Roaubmit---------copieoforapprova| O For your use O Approved aonoted O Submit—_-------copies for distribution O As requested O Returned for corrections O Return-------_corrected prints � ~-- �_Fo, review and comment O O FORBIDS DUE 10 -------_- O PRINTS RETURNED AFTER LOAN TOUS REMARKS COPY TO 0% RECYCLED PAPER: If enclosures are not as noted,kindly notlr�"us at once. I 1.k ti■ f K I I _ -r _ II I I 1 1 — W p — - - - - �1^ �_ - -11 -o11 ■ j - II 11 010ll■ I� I ■ I I 11 111117 1 11 IV-w 1 I I 1 I 1 I I 11 - -•�-III- - - CY' I - ' I \ I- = I I M7 :1 - - if 1 r Ib - - - - IIIIIIII I I . . .. . ■1 •■1 0 ILA NELSON GEOTEC" `')ICAL �M�" � N GA ASSOCIATES, lIyC. LETT� �,� OF TRANSMITTAL GEOTECHNICAL ENGINEERS & GEOLOGISTS 1 73 11-1 35th Ave NE,A-500 I °ATE "LE NO Woodinville,WA 98072 `�'l O—� 3 0 2 9 e 0 2 Tel(425)486-1669 j I `ATTENTION Fax(425)481-2510 Berger—Hansen TO Arline on School District !` RE Construction Monitoring 315 North French Street and insipeckion Services Arlington, WA 98223 WE ARE SENDING YOU VAttached ❑ Under separate cover via the following items: ❑ Copy of letter ❑ Prints ❑ Plans ❑ Samples ❑ Specifications COPIES DATE NO. DESCRIPTION I `�l -ILI 1 Ll-)(o I THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted APR 21 2003 le For your use ❑ Approved as noted ❑ As requested ❑ Returned for corrections CITY OF ARLINGTON ❑ For review and comment ❑ REMARKS cc: City of Arlington JW Trucking & Excavating Dave Anderson & Gregg Eaton Ken Wallenberg Jr 218 N Olympic Ave 18801 -43rd Ave SE Arlington, WA 98223 Bothell, WA 98012 Curt Gimmestad McGranahan Architects Ahshar ('nnStrllr-i-i nn Mark Bergquist pn Roy ign 2111 Pacific, Suite 100 Puyallup, WA 98371 Tacoma, WA 98402 COPY TO SIGNED 1f enclosures are not as noted. kindly notify us at once. ,_ ,. .. ., I I . „ II GEO f SERVICES, INC. Engineers, Geologists and WABO Special Inspectors 741 Marine Drive•Bellingham, WA 98225•Phone 360.733.7318•Fax 360.733.7418•e.mail info@geotest-inc.com Mount Vernon office•Phone 360.848.7794 or 1.888.251.5276 CONCRETE STRENGTH TEST REPORT PROJECT: Arlington High School -Performing Arts Center JOB#: 3063 ADDRESS: Arlington,WA. REPORT#: C3 CLIENT: Arlington School District DATE MOLDED: 3-12-03 CONTRACTOR: Absher Construction DATE RECEIVED: 3-13-03 SUPPLIER: Concrete Nor'West PAGE: 1 of 1 PERMIT#: Pending LOCATION OF POUR: PAC columns at Orchestra Pit-GA to-GB.8 and G3 to G2.8 (2-20"x 48" columns)(1-20 x 24" column)and (1 -24"x 32"column) SAMPLE LOCATION: 1st truck 10 cubic yard placed at column bottom lift Field Data: MIX# 605-6 sack w/Pea Gravel w/WRA and Super Plasticizer MIX PROPORTIONS(1 cubic yard): Truck/Ticket# 35/530897 Slump 4.5 in. Water 214 lbs. Strength Required 4000 psi @ 28 days Air Content -% Cement 559 lbs. Quantity Represented 10 cy Unit Weight -pcf Fly Ash -lbs. Air Temperature 50 of Coarse Agg. 1854 lbs. Mix Temperature 60 of Water Added Fine Agg. 1472 lbs. Time Batched 9:11 AM on Job -gals. NR-WRA 5.0 oz./cwt Time Sampled 10:20 AM Water HR-WRA 3.4 oz./cwt Requested By - Air Entr. -oz./cwt Other:Rheo: -oz./cwt. Lab Data: SPECIMEN LAB TEST AGE DATE TOTAL LOAD • REMARKS # # (DAYS) TESTED (LBS.) 1 5611 7 3-19 135,085 4780 RECEIVED 2 5612 28 4-9 157,025 5550 2 ] 2��3 3 5613 28 4-9 165,115 5840 OR 4 5614 H CITY OF ARLINGTON t Reinforcement Inspection: Yes N/A: Not Applicable Specimen Size: 6"x 12"Cylinder Conforms: Yes N/T: Not Tested Test Reference: ASTM C31, C39 Attachments: No Inspector: DW Comments: Reinforcing steel was inspected prior to form closure and again after all form work was complete. All was found to conform with Detail#14 on S301, #4 on S303 and #10 on S301 for concrete wall horizontal steel to column connection. Concrete was super plasticized at the batch plant and placed on site by 36 meter pump in 3 lifts and internally consolidated by mechanical vibrator. Copies: Client Arlington Building Department Submitted By: Grant Richardson Technical Director \WM WMM-N.1-WT•MggUrltr-SI)3 W6B-PAcco3c—This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above lest results relate only to the sample(or location)tested Copyright 0 1993 GTS } • a r Al I II V •• 1 1 • _ 1 I ` I 1 � 1 � 1 INSPECTION GEOTEST SERVICES, INC. REPORT 741 Marine Drive,Bellingham,WA 98225 Phone: 360.733.7318 Fax: 360.733.7418 PROJECT: Arlington High School -PAC JOB#: 3063 ADDRESS: 18821 Crown Ridge Blvd.,Arlington REPORT#: C5 CLIENT: Arlington School District DATE: 4-2 to 4-7-03 CONTRACTOR:Absher Construction PAGE#: 1 of 1 WEATHER: Cloudy,40 to 500 PERMIT#: Pending INSPECTOR:DW Inspection of: Orchestra pit walls at PAC Building Walls at the following locations were found to conform with Detail #10 on S3.01, #9 on S3.01, #11 on S3.01 and #13 on S3.02. —G2.7 to G3 line and GA to GD Line. Wall form work is not completed at this time and water stop was in process of being installed. GeoTest will perform final inspection after all form work is complete. Copies: Client Absher Construction City of Arlington Submitted Grant Richardson Technical Director xw-Aq.n.T..ropwdl.,.8o-ws�rncco&m— This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above lest results relate only to the sample(or location)tested Copyright ©1993 GTS it i � i .- _ W � i . � - - 1 GEO _' i �3 - s SERVICES, INC. Engineers, Geologists and WABO Special Inspectors 741 Marine Drive• Bellingham, WA 98225•Phone 360.733.7318•Fax 360.733.7418•e.mail info@geotest-inc.com Mount Vernon office•Phone 360.848.7794 or 1.888.251.5276 CONCRETE STRENGTH TEST REPORT PROJECT: Arlington High School -Performing Arts Center JOB#: 3063 ADDRESS: Arlington,WA. REPORT#: C2 CLIENT: Arlington School District DATE MOLDED: 3-7-03 CONTRACTOR: Absher Construction DATE RECEIVED: 3-10-03 SUPPLIER: Concrete Nor'West PAGE: 1 of 1 PERMIT tE: Pending LOCATION OF POUR: PAC footings at.G2 and FD to GC, G2 and GB to GC, GB and G2 to G2.5. SAMPLE LOCATION: 1st truck 10 cubic yard load placed at GB line and G2.5 line Field Data: MIX# 5 sack w/WRA and 7/8"Agg MIX PROPORTIONS (1 cubic yard): Truck/Ticket•# 54/5,W837 ' Slump 31/< in. Water 2151bs. Strength Required 3000 psi @ 28 days Air Content -% Cement 466 lbs. Quantity Represented 50 cy Unit Weight -pcf Fly Ash -lbs. Air Temperature 38 of Coarse Agg. 1810 lbs. Mix Temperature 59 OF Water Added Fine Agg. 1569 lbs. Time Batched 2:35 PM on Job -gals. NR-WRA - oz./cwt Time Sampled 3:10 PM Water HR-WRA -oz./cwt Requested By Air Entr. -oz./cwt Other:Rheo: -oz./Cwt. Lab Data: SPECIMEN LAB TEST AGE DATE TOTAL LOAD M REMARKS # # (DAYS) TESTED (LBS.) 1 5542 7 3-14 81,400 2880 Field Cure 2 5543 7 3-14 92,035 3260 3 5544 28 4-4 4 5545 28 4-4 5 5546 H Reinforcement Inspection: [!No s N/A: Not Applicable Specimen Size: 6"x 12"Cylinder Conforms: s N/T: Not Tested Test Reference: ASTM C31, C39 Attachments: Inspector: DW Comments: Footing reinforcing steel was in place per S301/S302 and vertical steel for CMU was in place per S501. Concrete was placed via 36 meter pump and internally vibrated. Contractor has covered footings with blankets to protect from freeze. One field cure cylinders was taken at the r' quest of Absher Construction. Big V,V 5 R E Cl, - I�► f �' ®��'� 0 MAR 2 6 2003 Copies: Client CITY OF ARLI TON _ Arlington Building Department Submitted By:i A c� Grant Richardson Technical Director X10-Rated,Ts WVW igW SD-3M-PACCO2— This report shall not be reproduced except in full,without the written approval of GeoTesl Services,Inc The above lest results relate only to the sample(or location)tested Copyright 0 1993 GTS �1 _� � �� ._ . , -. �' ,- ., 1 GEO 1)""T 9144 SERVICES, INC. Engineers, Geologists and WABO Special Inspectors 741 Marine Drive• Bellingham, WA 98225•Phone 360.733.7318• Fax 360.733.7418•e.mail info@geotest-inc.com Mount Vernon office•Phone 360.848.7794 or 1.888.251.5276 CONCRETE STRENGTH TEST REPORT PROJECT: Arlington High School -Performing Arts Center JOB#: 3063 ADDRESS: Arlington,WA. REPORT#: C2 CLIENT: Arlington School District DATE MOLDED: 3-7-03 CONTRACTOR: Absher Construction DATE RECEIVED: 3-10-03 SUPPLIER: Concrete Nor'West PAGE: 1 of 1 PERMIT#: Pending LOCATION OF POUR: PAC footings at G2 and FD to GC,G2 and GB to GC, GB and G2 to G2.5. SAMPLE LOCATION: 1st truck 10 cubic yard load placed at GB line and G2.5 line Field Data: MIX# 5 sack w/WRA and 7/8"Agg MIX PROPORTIONS(1 cubic yard): Truck/Ticket# 54/530837 Slump 3 % in. Water 215 lbs. Strength Required 3000 psi @ 28 days Air Content -% Cement 466 lbs. Quantity Represented 50 cy Unit Weight -pcf Fly Ash -lbs. Air Temperature 38 OF Coarse Agg. 1810 lbs. Mix Temperature 59 OF Water Added Fine Agg. 1569 lbs. Time Batched 2:35 PM on Job -gals. NR-WRA - oz./cwt Time Sampled 3:10 PM Water HR-WRA -oz./cwt Requested By - Air Entr. -oz./cwt Other:Rheo -oz./cwt. Lab Data: SPECIMEN LAB TEST AGE DATE TOTAL LOAD • REMARKS # # (DAYS) TESTED (LBS.) 1 5542 7 3-14 81,400 2880 Field Cure 2 5543 7 3-14 92,035 3260 RECEIVED 3 5544 28 4-4 127,260 4500 PR 14 2003 4 5545 28 4-4 121,885 4310 A 5 5546 H CITY OF ARLINGTON Reinforcement Inspection: Yes N/A: Not Applicable Specimen Size: 6"x 12"Cylinder Conforms: Yes N/T: Not Tested Test Reference: ASTM C31, C39 Attachments: No Inspector: DW Comments: Footing reinforcing steel was in place per S301/S302 and vertical steel for CMU was in place per S501. Concrete was placed via 36 meter pump and internally vibrated. Contractor has covered footings with blankets to protect from freeze. One field cure cylinders was taken at the request of Absher Construction. Copies: Client Arlington Building Department Submitted By:'Z�L'-J'�gaL�4 Grant Richardson Technical Director IV,Wmmddo.P,.IWWT.ho IA,l re�sawea-rnccoz—This report shall not be reproduced except in full,without the written approval of GeoTesl Services,Inc. The above lest results relate only to the sample(or location)tested Copyright 0 1993 GTS t s A { W'�1.�.� •�: 1 ` ��i�f • :f GEO SERVICES, INC. Engineers, Geologists and WABO Special Inspectors 741 Marine Drive• Bellingham,WA 98225•Phone 360.733.7318• Fax 360.733.7418 e.mail info@geotest-inc.com Mount Vernon office•Phone 360.848.7794 or 1.888.251.5276 CONCRETE STRENGTH TEST REPORT PROJECT: Arlington High School -Performing Arts Center JOB#: 3063 ADDRESS: Arlington,WA. REPORT#: C4 CLIENT: Arlington School District DATE MOLDED: 3-24-03 CONTRACTOR: Absher Construction DATE RECEIVED: 3-25-03 SUPPLIER: Concrete Nor'West PAGE: 1 of 1 PERMIT#: Pending LOCATION OF POUR: Orchestra Pit slab and thickened footing at G2.8 to G3 and GA to GD, column at G4 and GA(20" x 28")wall at GC and G3 to G4,wall G1 to G2 on GC SAMPLE LOCATION: 2nd truck 10 cubic yard load placed at slab G3 and G13 Field Data: MIX# 6 sack Pea Mix wl 1%Accelerator and WRA MIX PROPORTIONS(1 cubic yard): Truck/Ticket# 165/531133 Slump 5'/2 in. Water 241 lbs. Strength Required 4000 psi @ 28 days Air Content -% Cement 564 lbs. Quantity Represented 48 cy Unit Weight -pcf Fly Ash - lbs. Air Temperature 43 OF Coarse Agg. 1848 lbs. Mix Temperature 59 OF Water Added Fine Agg. 1475 lbs. Time Batched 12:07 PM on Job 5 gals. NR-WRA 5.0 oz./cwt Time Sampled 1:10 PM Water HR-WRA -oz./cwt Requested By Contractor Air Entr. -oz./cwt Other:NC 534 10.0 oz./cwt. Pozz Lab Data: SPECIMEN LAB TEST AGEI DATE TOTAL LOAD M WK1 REMARKS # # (DAYS) TESTED (LBS.) 1 5821 7 3-31 125,265 I443( 2 5822 28 4-21 3 5823 28 4-21 4 5824 H Reinforcement Inspection: Yes N/A: Not Applicable Specimen Size: 6"x 12"Cylinder Conforms: Yes N/T: Not Tested Test Reference: ASTM C31, C39 Attachments: No Inspector: DW Comments: Column reinforcing steel was found to conform with detail#7 on S303, wall reinforcing steel was found to conform with detail#12 on S301 Wall section on GC and —G1 to G2 line reinforcing was found to conform with detail#8 on S302. Embed for W8x13 beam was in place with 4 - 3/4" shear studs as detailed on Engineer RFI. This wall had —3 cubic yards of 7/1 sack w/AE mix tested at 4.9% AE. Concrete was placed via 42 meter pump and internally vibrated. Copies: Client Arlington Building Department j Absher Construction Submitted Grant Richardson Technical Director ,vdmnem,iaw-Po.is Tesimgwmnyi..so-3W3-rncco&...This report shall not be reproduced except in full,without the written approval of GeoTesl Services,Inc The above test results relate only to the sample(or location)tested Copyright 09 1993 GTS i .� _ - _ �- . . � -. �' GEO \\Am SERVICES, INC. Engineers, Geologists and WABO Special Inspectors 741 Marine Drive• Bellingham, WA 98225•Phone 360.733.7318• Fax 360.733.7418•e.mail info@geotest-inc.com Mount Vernon office•Phone 360.848.7794 or 1.888.251.5276 CONCRETE STRENGTH TEST REPORT PROJECT: Arlington High School JOB#: T2015 ADDRESS: 18821 Crown Ridge Boulevard, Arlington REPORT#: C87 CLIENT: Arlington School District DATE MOLDED: 3-24-03 CONTRACTOR: Absher Construction DATE RECEIVED: 3-25-03 SUPPLIER: Concrete Nor'West PAGE: 1 of 2 PERMIT#: 02-4793 LOCATION OF POUR: Building `•C' slab on grade at C1 to C6 and CA to CD SAMPLE LOCATION: 1st truck 10 cubic yard load at C1.5 and CC line Field Data: _MIX# 6 sack Pea gravel w/1% accelerator and WRA _MIX PROPORTIONS (1 cubic yard): Truck/Ticket# 82/531079 Slump 5 1/2 in. Water 243 lbs. Strength Required 4000 psi @ 28 days Air Content -% Cement 564 lbs. Quantity Represented 140 cy Unit Weight N/T pcf Fly Ash - lbs. Air Temperature 37 OF Coarse Agg. 1842 lbs. Mix Temperature 57 °F Water Added Fine Agg. 1479 lbs. Time Batched 7:04 AM on Job - gals NR-WRA 4.9 oz./cwt Time Sampled 7:47 AM Water HR-WRA -oz./cwt Requested By Air Entr. 1.3 oz./cwt Other:Pozz 534 10.0 oz./cwt Lab Data: SPECIMEN LAB TEST AGE DATE TOTAL LOAD • REMARKS # # (DAYS) i TESTED (LBS.) 1 5825 7 3-31 137,210 4850 2 5826 28 4-21 RECEIVED 3 5827 28 4-21 APR 14 2003 4 5828 H CITY OF ARLINGTON Reinforcement Inspection: Yes N/A: Not Applicable Specimen Size 6"x 12"Cylinder Conforms: Yes N/T: Not Tested Test Reference: ASTM C31, C39 Attachments: Yes Inspector: DW Comments: Welded wire was in place per S1.50 details and pulled up into slab during placement. The interior column plinths had added 2 #5 bars in thickened section of slab attaching all column plinths together The slab area thickened is —8" deep from top of slab and 12" wide. Concrete placed via 42 meter pump and vibrated at thickened sections and edges. Copies: Client Arlington Building Department Absher Construction Submitted By .j_�e—' 'o-4VI " Grant Richardson Technical Director W.1h,,Waian TesunewmnamII so-Tzms AHM91.,HSGB7 o,Thls report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc The above test results relate only to the sample(or location)tested Copyright a0 1993 GTS f' �4 + �f .,i .. w 1 GEOTEST SERVICES, INC. 741 MARINE DRIVE BELLINGHAM, WA 98226 PHONE: (360) 733-7318 FAX: (360) 733-7418 CONCRETE STRENGTH TEST REPORT • CONTINUATION PROJECT: Arlington High School JOB#: T2015 CLIENT: Arlington School District REPORT#: C87 CONTRACTOR:Absher Construction PAGE: 2 of 2 Field Data: Truck/Ticket# 166/531117 Slump 5'/4 in. Air Temperature 40OF Air Content % Mix Temperature 59F Unit Weight pcf Time Batched 10:04 AM Water Added on Job -gals. Time Sampled 10:45 AM 1 Water Re-(luested By_ -- Lab Data: SPECIMEN LAB TEST AGE DATE TOTAL LOAD M REMARKS # # (DAYS) TESTED (LBS.) 5 5829 7 3-31 129,340 4570 6 5830 28 4-21 7 5831 28 4-21 8 5832 H Sample Location: 100 cubic yards placed at C5 and CB line. Comments: Sample taken at the pump hopper. Field Data: Truck/Ticket# -o Slump -in. Air Temperature - F Air Content Mix Temperature -OF Unit Weight pcf Time Batched Water Added on Job -gals. Time Sampled Water Requested By - Lab Data: SPECIMEN LAB TEST AGE DATE TOTAL LOAD • REMARKS # # (DAYS) TESTED (LBS.) gem- Sample Location: Comments: X10.P,&^I.Tmd,g%A,rgIm5DT2016AtH,glmH5ca7,— This report shall not be reproduced except in lull,without the written approval of GeoTesl Services,Inc. The above lest results relale only to the sample(or location)tested.Copyright ©1993 GTS I - - - r - - - ,�. . .r' H • � �, � - - . :� - I I - ' I .:. . . I �, I _ , I a V � �• � � - y • � I M r ,yJ ML SIRIUS, INC. Engineers, Geologists and WABO Special Inspectors 741 Marine Drive• Bellingham, WA 98225-Phone 360.733.7318-Fax 360.733.7418•e.mail info@geotest-inc.com Mount Vernon office•Phone 360.848.7794 or 1.888.251.5276 MORTAR STRENGTH TEST REPORT PROJECT: Arlington High School JOB#: T2015 ADDRESS: 18821 Crown Ridge Boulevard,Arlington REPORT#: M90 CLIENT: Arlington School District DATE MOLDED: 3-3-03 CONTRACTOR: Absher/All Masonry DATE RECEIVED: 3-7-03 SUPPLIER: Mutual Materials PAGE: 1 of 1 PERMIT#: 02-4793 PLACEMENT LOCATION: Grandstands-8"CMU walls at J to L and 1 to 2 line at 6' lift Field Data: MORTAR TYPE: S MIX PROPORTIONS: 1 cubic yard Strength Required 1800 psi @ 28 days Water To Consistency Time Sampled 9:35 AM Cement Premeasured 3500 lb tote Air Temperature 45 of Lime -lbs. Mortar Temperature 61 OF Sand -lbs. Other Lab Data: SPECIMEN LAB TEST AGE DATE TOTAL LOAD 0=01=11IIIIIIIIIIII REMARKS # # (DAYS) TESTED (LBS.) 1 5533 7 3-10 5,250 1670 2 5534 28 3-31 9,180 2920 3 5535 28 3-31 8,960 2850 Reinforcement Inspection: No N/A: Not Applicable Specimen Size: 2"x 4"Cylinder Conforms: - N/T: Not Tested Test Reference: UBC Std.21-16,ASTM C780 Attachments: No Inspector: DW Comments: Sample taken from mortar tub. Copies: Client Absher Construction Arlington Building Department Submitted By-, Grant Richardson Technical Director %W,#mWgl P,gwUTeeNgM,gMS0.T2075A,Iigl HSM9o—i.This report shall not be reproduced except in Full,without the written approval of GeoTest Services,Inc. The above lest results relate only to the sample(or location)tested Copyright 0 1993 GTS - - - � it } GED i. SERVICES, INC. Engineers, Geologists and WABO Specia Inspectors 741 Marine Drive-Bellingham, WA 98225-Phone 360.733.7318- Fax 360.733.7418 e.mait info@geotest-inc.com Mount Vernon office-Phone 360.848.7794 or 1.888.251.5276 GROUT STRENGTH TEST REPORT PROJECT: Arlington High School JOB#: T2015 ADDRESS: 18821 Crown Ridge Boulevard,Arlington REPORT#: M91 CLIENT: Arlington School District DATE MOLDED: 3-4-03 CONTRACTOR: Absher/All Masonry DATE RECEIVED: 3-7-03 SUPPLIER: Smokey Point Concrete PAGE: 1 of 1 PERMIT#: 02-4974 PLACEMENT LOCATION: Grandstands-8" CMU walls at 1.8 line and C to M line 4'8"to 8'8" lift, 0.8 line and E to C line 0' to 4' lift. Field Data: MIX# 6 sack 30/70 ea/sand w/WRA MIX PROPORTIONS: Truck/Ticket# 73/128196 Slump 9.0 in Water 245 lbs. Strength Required 2000 @ 28 days Air Content -% Cement 560 lbs. Quantity Represented 9.5 cy. Unit Weight -pcf Fly Ash -lbs. Air Temperature 44 of Coarse Agg. 968 lbs. Mix Temperature 59 OF Water Added Fine Agg. 2231 lbs. Time Batched 9:55 AM on Job 7 gals. WRA 3.1 oz./cwt Time Sampled 10:38 AM Water Air Entr. -oz./cwt Requested By All Masonry Other:w/c - Lab Data: SPECIMEN LAB TEST AGE DATE TOTAL LOAD WOO= REMARKS # # (DAYS) TESTED (LBS.) 1 5536 7 3-11 42,765 2410 2 5537 28 4-1 56,175 3320 3 5538 28 4-1 53,135 3260 Reinforcement Inspection: Yes N/A: Not Applicable Specimen Size: 4"x 4"x 8" Prism Conforms: Yes N/T: Not Tested Test Reference: ASTM C109 Attachments: No Inspector: DW Comments: The above walls were grouted solid. Reinforcing steel was in place and found to conform with S3.50/S6.50 details. Grout placed via line pump and internally vibrated. Copies: Client Absher Construction Arlington Building Department Submitted By:ZL,12p/ �- Grant Richardson Technical Director ngigrWi This report shall not be reproduced except in full,without the written approval of Geo\Test Services,Inc. The above lest results relate only to the sample(or location)tested i� � • ,. � - .. i � � i i _ _ i i i GEO T R ECRjVE® SERVICES, INC. Engineers, Geologists and WABO Special Inspectors APj� /� 741 Marine Drive-Bellingham, WA 98225-Phone 360.733.7318- Fax 360.733.7418-e.mail info@geotest-inc".t P 4 20,, Mount Vernon office- Phone 360.848.7794 or 1.888.251.5276 0 CONCRETE STRENGTH TEST REPORT /NGTON PROJECT: Arlington High School -Performing Arts Center JOB#: 3063 ADDRESS: Arlington,WA. REPORT#: C3 CLIENT: Arlington School District DATE MOLDED: 3-12-03 CONTRACTOR: Absher Construction DATE RECEIVED: 3-13-03 SUPPLIER: Concrete Nor'West PAGE: 1 of 1 PERMIT#: Pending LOCATION OF POUR: PAC columns at Orchestra Pit-GA to-GB.8 and G3 to G2.8 (2 -20"x 48" columns)(1-20 x 24" column) and (1 -24"x 32" column) SAMPLE LOCATION: 1st truck 10 cubic yard placed at column bottom lift Field Data: MIX#' 605-6 sack w/Pea Gravel wl WRA and Super Plasticizer MIX PROPORTIONS (1 cubic yard): Truck/Ticket# 35/530897 Slump 4.5 in. Water 214 lbs. Strength Required 4000 psi @ 28 days Air Content -% Cement 559 lbs. Quantity Represented 10 cy Unit Weight -pcf Fly Ash - lbs. Air Temperature 50 OF Coarse Agg. 1854 lbs. Mix Temperature 60 OF Water Added Fine Agg. 1472 lbs. Time Batched 9:11 AM on Job -gals. NR-WRA 5.0 oz./cwt Time Sampled 10:20 AM Water HR-WRA 3.4 oz./cwt Requested By - Air Entr. -oz./cwt Other:Rheo: -oz./cwt. Lab Data: SPECIMEN LAB TEST AGE DATE TOTAL LOAD - REMARKS # # (DAYS) TESTED (LBS.) 1 5611 7 3-19 135,085 4780 2 5612 28 4-9 3 5613 28 4-9 4 5614 H Reinforcement Inspection: Yes N/A: Not Applicable Specimen Size: 6"x 12"Cylinder Conforms: Yes N/T: Not Tested Test Reference: ASTM C31, C39 Attachments: No Inspector: DW Comments: Reinforcing steel was inspected prior to form closure and again after all form work was complete. All was found to conform with Detail#14 on S301, #4 on S303 and #10 on S301 for concrete wall horizontal steel to column connection. Concrete was super plasticized at the batch plant and placed on site by 36 meter pump in 3 lifts and internally consolidated by mechanical vibrator. Copies: Client Arlington Building Department Submitted By: ! �- � Grant Richardson Technical Director g X -P,q.1,T.k A'1.SD�063-PACCD3- This report shall not be reproduced except in full,without the written approval of GeoTesl Services,Inc. The above lest results relate only to the sample(or location)tested Copyright©1993 GTS �: _ I - ._ _ G T 4 EO SERVICES, INC. Engineers, Geologists and WABO Special Inspectors 741 Marine Drive* Bellingham, WA 98225•Phone 360.733.7318• Fax 360.733.7418•e.mail info@geotest-inc.com Mount Vernon office•Phone 360.848.7794 or 1.888.251.5276 CONCRETE STRENGTH TEST REPORT PROJECT: Arlington High School -Performing Arts Center JOB#: 3063 ADDRESS: Arlington,WA. REPORT#: C1 CLIENT: Arlington School District DATE MOLDED: 2-28-03 CONTRACTOR: Absher Construction DATE RECEIVED: 3-3-03 SUPPLIER: Concrete Nor'West PAGE: 1 of 1 1�g F W E PERMIT#: Pending LOCATION OF POUR: PAC footings at G4 line and FIE to G Tine d GH to G4. Orchestra Spread footings at G3 line and GB to GC line uunn SAMPLE LOCATION: 1st truck 10 cubic yards placed atMAR6a 43M Field Data: MIX# 5 sack w/WRA CITY OF ARLINMOIX PROPORTIONS 1 cubic yard): Truck/Ticket# 82/530620 Slump 3.5 in. Water 211 lbs. Strength Required 3000 psi @ 28 days Air Content -% Cement 467 lbs. Quantity Represented 90 cy Unit Weight -pcf Fly Ash -lbs. Air Temperature 40 of Coarse Agg. 1804 lbs. Mix Temperature 51 of Water Added Fine Agg. 1573 lbs. Time Batched 6:47 AM on Job -gals. NR-WRA 5.0 oz./cwt Time Sampled 7:53 AM Water HR-WRA -oz./cwt Requested By - Air Entr. -oz./cwt Other:Rheo: -oz./cwt. Lab Data: _ SPECIMEN LAB TEST AGE DATE TOTAL LOAD COMPRESSIVE REMARKS # # (DAYS) TESTED (LBS.) 1 ' 5435 7 3-7 114,190 ��4040 2 5436 28 3-28 3 5437 28 3-28 4 5438 H Reinforcement Inspection: T N/A: Not Applicable Specimen Size: 6"x 12"Cylinder Conforms: N/T: Not Tested Test Reference: ASTM C31, C39 Attachments: Inspector: DW Comments: Reinforcing steel was inspected on 2-27 and again today for conformance to the approved plans and specifications. Concrete placed via 36 meter pump and internally vibrated. Footing at G4 and FE line were drilled and epoxied into existing footing on Building F to match longitudinal reinforcing steel. Copies: Client Arlington Building Department Submitted B L✓nv `` Grant Richar son echnica irector x10-P,gmW T,,UW1Aftg1w SD00n-PACCOIc This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. _ The above test results relate only to the sample(or location)tested Copyright ©1993 GTS .: �; .. _ � � �. � I �� I !h GEO L- , u 4 SERVICES, INC. Engineers, Geologists and WABO Special Inspectors / 741 Marine Drive•Bellingham, WA 98225•Phone 360.733.7318• Fax 360.733.7418•e.mail info@geotest-inc.com Mount Vernon office•Phone 360.848.7794 or 1.888.251.5276 MORTAR STRENGTH TEST REPORT PROJECT: Arlington High School -Performing Arts Center JOB#: 3063 ADDRESS: Arlington,WA. REPORT#: M3 CLIENT: Arlington School District DATE MOLDED: 4-28-03 CONTRACTOR: Absher/J &S Masonry DATE RECEIVED: 4-30-03 SUPPLIER: J&S-Target Bag Mix Type S PAGE: 1 of 1 PERMIT#: Pending PLACEMENT LOCATION: 12" CMU walls at G2 line and GB line 4'to lInv 15 M Field Data: 1�1„' MORTAR TYPE: S PORTIONS: 1 cubic yard Strength Required 1800 psi @ 28 days Water To Consistency Time Sampled 8:30 AM Cement Premeasured Bag Mix Air Temperature 50 of Lime -lbs. Mortar Temperature 55 of Sand -lbs. Other Lab Data: SPECIMEN LAB TEST AGE DATE TOTAL LOAD • REMARKS # # (DAYS) TESTED (LBS.) 1 6465 7 5-5 6,785 2160 2 6466 28 5-26 3 6467 28 5-26 Reinforcement Inspection: Yes N/A: Not Applicable Specimen Size: 2"x 4" Cylinder Conforms: Yes N/T: Not Tested Test Reference: UBC Std.21-16,ASTM C780 Attachments: No Inspector: DW Comments: Sample taken from mortar tub. Vertical positioners in place as specified Copies: Client Absher Construction Arlington Building Department ,' Submitted By; i � Grant Richardson Technical Director W—M.1 isT,,WVV,RW1mW-3063-PFGM3-1s This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above lest results relate only to the sample(or location)tested Copyright©1993 GTS I I - r � T S GEO 'T _3t (!I SERVICES, INC. Engineers, Geologists and WABO Special Inspectors 741 Marine Drive-Bellingham, WA 98225-Phone 360.733.7318•Fax 360.733.7418 e.mail info@geotest-inc.com Mount Vernon office•Phone 360.848.7794 or 1.888.251.5276 CONCRETE STRENGTH -TEST REPORT PROJECT: Arlington High School -Performing Arts Center JOB#: 3063 ADDRESS: Arlington,WA. REPORT#: C6 CLIENT: Arlington School District DATE MOLDED: 4-9-03 CONTRACTOR: Absher Construction DATE RECEIVED: 4-10-03 SUPPLIER: Concrete Nor'West PAGE: 1 of 1 PERMIT#: Pending LOCATION OF POUR: PAC Orchestra Pit Walls at GA to GD and G2.7 and G3 line SAMPLE LOCATION: 1st truck 10 cubic yard load at wall G-3/Gb.5 bottom lift Field Data: MIX# 6 sack 3/8"Agg w/Hot water and 1%Pozz-Accelerator MIX PROPORTIONS(1 cubic yard): Truck/Ticket# 165/531507 Slump 4'/4 in. Water 227lbs. Strength Required 4000 psi @ 28 days Air Content -% Cement 558 lbs. Quantity Represented 42 cy Unit Weight -pcf Fly Ash - lbs. Air Temperature 45°F Coarse Agg. 1848 lbs. Mix Temperature 70 OF Water Added Fine Agg. 1476 lbs. Time Batched 7:54 AM on Job 5 gals. NR-WRA 5.0 oz./cwt Time Sampled 8:39 AM Water HR-WRA -oz./cwt Requested By Contractor Air Entr. -oz./Cwt Other:NC 534 10.0 oz./cwt. Pozz Lab Data: SPECIMEN LAB 'rEST AGE DATE TOTAL LOAD COMPRESSIVE REMARKS # # (DAYS) TESTED (LBS.) STRENGTH PSI 1 6195 5 4-14 107,280 3790 Field Cure 2 6196 7 4-16 120,160 4250 3 6197 28 5-7 160,920 5690 4 6198 128 5-7 151,465 5360 5 6199 H Reinforcement Inspection: nNo N/A: Not Applicable Specimen Size: 6"x 12"Cylinder Conforms: NIT: Not Tested Test Reference: ASTM C31, C39 Attachments: Inspector: DW Comments: Wall reinforcing steel was inspected on previous dates prior to form closure and again today. Clearances were adjusted at several locations. Water stop was in place, contractor used a bentonite rope with an epoxy resin sealer installed per manufacturers published instructions. Concrete placed today via 36 meter pump in several lifts and internally consolidated by mechanical vibrator. Copies: Client Arlington Building Department Absher Construction Submitted By: _ Grant Richardson Technical Director 1VAdhwWdf.O RajeclaT..MgWN.glm663063-PAcco6.—This report shall not be reproduced except in full,without the written approval of GeoTesl Services,Inc. The above lest results relate only to the sample(or location)tested Copyright 0 1993 GTS r •• 'I i - '. - � '' . . _ - I. ._ ,. .. .�, n . I � i I I GEO ;ST SERVICES, INC. Engineers, Geologists and WABO Special Inspectors 741 Marine Drive- Bellingham,WA 98225-Phone 360.733.7318- Fax 360.733.7418•e.mail info@geotest-inc.com Mount Vernon office-Phone 360.848.7794 or 1.888.251.5276 MORTAR STRENGTH TEST REPORT PROJECT: Arlington High School -Performing Arts Center JOB#: 3063 ADDRESS: Arlington,WA. REPORT#: M2 CLIENT: Arlington School District DATE MOLDED: 4-24-03 CONTRACTOR: Absher/J &S Masonry DATE RECEIVED: 4-28-03 SUPPLIER: J &S-Target Bag Mix Type S PAGE: 1 of 1 PERMIT#: Pending PLACEMENT LOCATION: 8" CMU wall at 4 to 8 lift-G1 line at GB.5 Field Data: MORTAR TYPE: S MIX PROPORTIONS: 1 cubic yard Strength Required 1800 psi @ 28 days Water To Consistency Time Sampled 9:35 AM Cement Premeasured Bag Mix Air Temperature 50 of Lime -lbs. Mortar Temperature 55 of Sand -lbs. Other Lab Data: SPECIMEN LAB TEST AGE DATE TOTAL LOAD 71470 REMARKS # # (DAYS) TESTED (LBS.) 1 6396 7 5-1 4,630 2 6397 28 5-22 3 6398 28 5-22 Reinforcement Inspection: FYes_ N/A: Not Applicable Specimen Size: 2"x 4"Cylinder Conforms: I Yes N/T: Not Tested Test Reference: UBC Std. 21-16,ASTM C780 Attachments: L No Inspector: DW Comments: Sample taken from mortar tub. Vertical rebar positioners were in place per plans. GeoTest observed cutting of block today by wet saw. All debris is placed in disposal container. Copies: Client Absher Construction Arlington Building Department Submitted By: Grant Richardson Technical Director Mlolh,WMM.P,oWI,Te.bWq ,IIIpImS3 3090-PACM02—(.This report shall not be reproduced except In full,without the written approval of GeoTest Services,Inc. The above test results relate only to the sample(or location)tested Copyright 0 1993 GTS i :. • � i� i d � � i . _ ' I i NELSON GEOTECF'_ 11CAL LETT' A OF TRANSMITTAL NGA ASSOCIATES, I►�.:. GEOTEGMNICAL ENGINEERS & GEOLOGISTS DATE / {I�(rp, ood n ille, Ave. 07 A-500 (6, --0 u 3 0 2 9 FO 2 Woodirnirife,WA 98072 Tel(425)486-1669 ATTENTION r Fax(425)481-2510 Heidi Rarger—Hangen RE TO Arlinqton School District Construction Monitoring 315 North French Street and ins eckion Services Arlington, WA 98223 RECEIVED JUN212 _ J CITY OF ARLINGTON WE ARE SENDING YOU FX Attached ❑ Under separate cover via the following items: ❑ Copy of letter ❑ Prints ❑ Plans ❑ Samples ❑ Specifications COPIES DATE NO. DESCRIPTION S 21 03 ! YS- l`! e_- -e DOrfi THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted For your use ❑ Approved as noted r 7 ❑ As requested ❑ Returned for corrections ❑ For review and comment ❑ REMARKS cc: City of Arlington JW Trucking & Excavating Dave Anderson & Gregg Eaton Ken Wallenberg Jr 238 NV Olympic- Ave 1 8801 -43rd Ave SE Arl i nqt-can. WA 98223 Bothell , WA 98012 Curt Gimmestad McGranahan Architects Ahsh r ons 1c-t- i on Mark Bergquist pn R 2111 Pacific, Suite 100 Puyallup, WA 98371 Tacoma, WA 98402 COPY TO SIGNED: If enclosures are not as noted, kindly notify us at o -1 �� 11 � i� !� � '� - I I FIELD REPORT NELSON Project: Arlington High School File No.: 3029f02 GEOTECHNICAL ASSOCIATES, INC Owner: Arlington School District Date: 5/29/03 Location: Arlington Report No: 185 17311 135TH Ave.NE#A-500 Weather: Sunny, 60's Page: 1 of 3 Woodinville,WA 98072 Purpose of (425)486-1669 FAX 481-2510 Visit: Construction Monitoring By: MDR We visited the site to evaluate fill placement for slab subgrade for the planned Performing Arts Center (PAC). PAC: The earthwork contractor placing imported crushed rock and imported silty sand with gravel fill in the southern seating area of the PAC. The material was placed in lifts with a telebelt and a small track hoe inside the building walls. The fill was compacted with a dual drum vibratory roller and with a jumping jack near the walls. The fill was performing well under construction traffic. The fill could be penetrated 1 to 2 inches with a 1/z-inch diameter steel rod under moderate pressure. Density tests of the PAC fill met or exceeded,95 percent of the ASTM D 1557 maximum dry density for the materials. We also observed an asphalt patch that had been placed yesterday for the sanitary sewer tie in Crown Ridge Blvd. The asphalt patch is performing well and appears to provide smooth transition to the adjacent asphalt grade. We have been providing monitoring services on a part-time basis only. Our findings and conclusions are based on specific test locations, results, and construction activities while on site. Providing the contractor is using consistent methods and materials, it is our opinion that the evaluated structural fill is being placed according to project plans and specifications. Attachment: Site Plan and Density Test Results Signed: n/ Distribution: / r • � 1 � � y► � i I i i 11 ��u►�c�� tt.s, P I p3o29 03 _ I � L J• II 4.a y - a a (� m 'r 01 El 10 y � w � 11 O 1 tltl Z ( ! 1rh -JJ i w i Ir.IMS i , m W iy a Gl �' n w - _ - 1 � � � � _, �. • • • _ � �. . � _ � i � ao CU N - � aC-A cc mt•, NN �l o U Q ~ ~ O rn S � � m o N) E O = Z a a c z w a cn ,a cn a' �' FA c. w E J 6-- E Z p � S' M M M M U m a I- Z,•c C� .. •:is r.— �� . J LO 4 U.) U C� v - t Z0 x t WNo \ Q.a`� CL a' � M M �- W '� °i ¢ W U) a 00 Q rn W � � Z (1) Z ca O (1) F3 ` o � QZ � W w v ate ° Z �' 0 - U s 4z o- Zw ? o ~ Z ¢ 4 O o o a o a o �� ,, i f McGRANAHANarchitects 1253 3833084 T 253 F 2111 Pacific.Suite 100 Tacoma.Washington 98402 3833097 TRANSMITTAL Arlington HS Performing Arts Center,Tenant Improvements Re:Addendum No. 1 Via:Mail Addendum Color:Blue From:Steve Broback Date:March 3,2005 ■ All Registered Planholders Plan holders, The attached Addendum No. 1 is issued for the purpose of clarification of the Project Manual and related documents. All items included herein shall be part of the Contract Documents. Notes: 1. This addendum is being sent to all plan holders. Contents: 1. Addendum No. 1 Introduction. 2. Architectural Addendum No. 1. 3. Mechanical Addendum No. 1. 4. Electrical Addendum No. 1. 5. Attachments: Pre-bid Walkthrough Attendance Sheet ASK-001 MSK-001 End of Contents REVISED RECE" JUN 2 3 2905, coy 6111LDIAJ www.mcgranahan.com Project Number 0503.00-11 ARLINGTON HS PERFORMING ARTS CENTER PAGE 1 TENANT IMPROVEMENTS PHASE ADDENDUM NO, 1 ARLINGTON SCHOOL DISTRICT NO. 16 McGRANAHAN ARCHITECTS ARLINGTON SCHOOL DISTRICT NO.16 Arlington,Washington ARLINGTON HIGH SCHOOL PERFORMING ARTS CENTER TENANT IMPROVEMENTS PHASE Bids Due: 1:00 P.M.,March 8,2005 ADDENDUM NO.1 INTRODUCTION This addendum is hereby made part of the Bid Documents for the Arlington High School Performing Arts Center, Arlington School District,in Arlington,Washington,and as such,is part of the Contract Documents for this project. This addendum is issued for the purpose of clarification and/or revision of the Project Manual and related Construction Documents. The General Contractor is responsible for coordinating the revised or added work of related trades when a change is made in the work of any trade in this addendum All Subcontractors shall review each item of the addendum and provide the coordination,accessories,connections,and other work necessary for the complete and proper inclusion of addendum items. The General Contractor and Subcontractor shall include in their bids all labor,materials and equipment and overhead necessary for the complete and proper inclusion of all addendum items. NOTE:THE CONTRACTOR SHALL ACKNOWLEDGE RECEIPT OF ALL ADDENDA ON THE FORM OF PROPOSAL. mcg-ARC 0503 March 3,2005 ARLINGTON HS PERFORMING ARTS CENTER PAGE 1 TENANT IMPROVEMENTS PHASE ADDENDUM NO. 1 ARLINGTON SCHOOL DISTRICT NO. 16 ARCHITECTURAL McGRANAHAN ARCHITECTS SPECIFICATIONS(ARCHITECTURALI: SECTION 00700—GENERAL CONDITIONS A. Article 11.1.1 in the first sentence,delete"and admitted". SECTION 01230—ALTERNATES A. Paragraph 1.05,E and F: Delete paragraphs in their entirety. B. Paragraph 1.07,D—Alternate No.2: Revise to read as follows: "1. Description: Provide finished GWB at walls and ceilings in the Auditorium as indicated on the Drawings. Provide batt insulation as shown. Paint walls, ceilings and trim(all items scheduled to receive paint) in the Auditorium per the Schedule. Provide door and window frames within the Auditorium and door frames in the Auditorium walls. Insulate auditorium walls and provide all steel handrails shown on the "A" series of Drawings. Provide framing, insulation and GWB at the underside of the catwalks and the orchestra pit walls. Provide steel channel and reveal detail shown on 10/A9.02. 2. Base Bid:Provide no GWB at the interior of the Auditorium. Provide no paint on Auditorium walls or ceilings. Provide metal framing for walls as indicated(excluding framing at orchestra pit walls and catwalks)with framed openings for scheduled windows and doors.Provide ST02 and ST03 wall framing and GWB as indicated in the referenced wall types for these stairs." SECTION 04810—UNIT MASONRY ASSEMBLIES A. Paragraph 1.01,A, 1: Delete paragraph in its entirety. SECTION 06200—FINISH CARPENTRY A. Paragraph 1.01,A, 1,g: Add this subparagraph as follows: "g. Running and standing trim cut from MDF panels." B. Paragraph 2.02,B,2: Add to the end of this sentence"...where wood trim is indicated. Where MDF trim is indicated cut from MDF panels." C. Paragraph 2.02,C,2: Add to the end of this sentence"...where wood trim is indicated. Where MDF trim is indicated cut from MDF panels." D. Paragraph 2.02,B,4:Change species to Select White Birch. SECTION 09260—GYPSUM BOARD ASSEMBLIES A. Paragraph 2.05,E.:Add the following: "3. "V"reveals for control joints(other than areas where GWB abuts other materials):Extruded aluminum:Fry #DRMV-25." mcg-ARC 0503 March 3,2005 ARLINGTON HS PERFORMING ARTS CENTER PAGE 2 TENANT IMPROVEMENTS PHASE ADDENDUM NO. 1 ARLINGTON SCHOOL DISTRICT NO. 16 ARCHITECTURAL McGRANAHAN ARCHITECTS DRAWINGS(ARCHITECTURAL): Sheet A0.02-Wall Types A. At Wall Type 24:Change"See Struct"to"EXIST.CMU WALL." Sheet A2.01-Main Floor Plans A. General Notes:Add the following note: "6. See Division 9-Room Finish Schedule for finishes." B. Delete the following note at grids GD and G4:"Complete arbor trench slab where FD occurs-See 3/A6.04." Sheet A6.01 -Building Sections A. 2/A6.01:Delete the following note:"Remove existing metal deck eave-joist tails occur @ 8'-0"O.C.Typ.".Exposed Joists and metal deck to remain. B. 3/A6.01:Delete the following note"Remove Exist.Mtl.Deck and joist tails @ 4'-0"eave." Sheet A6.04-Wall Sections A. 3/A6.04: Delete the following note:"Provide 4"Concrete slab on grade w/w1.4 x W 1.4 WWF..."New slab is not required. Sheet A8.01 -Interior Elevations A. Hall 200/101:Add the following note: "See 10/A9.01 for typical CMU block pattern." B. Delete all notes that read: "REMOVE EXIST.EAVE" Sheet A9.01 -Interior Details A. 10/A9.01:Add the following detail ASK-001. Sheet A9.02-Interior Details A. 1 &2/A9.01:See Approved Substitutions list for a manufactured product that maybe used in lieu of the fabrication shown in these details.Dimensions and layout shown on A8.02 shall remain unchanged.Manufactured panels are required to be field or shop painted(gloss finish)to match clear finished MDF. Sheet TS2.01 -Seating Plan and Section A. Change the Alternate Bid#4 note to read as follows:"*Note:All work associated with theater seating shown on this sheet is included in Alt.Bid#4(work shown and specified on the Architectural Drawings and Specifications is not included in Alt.#4). mcg-ARC 0503 March 3,2005 ARLINGTON HS PERFORMING ARTS CENTER PAGE 3 TENANT IMPROVEMENTS PHASE ADDENDUM NO. 1 ARLINGTON SCHOOL DISTRICT NO. 16 ARCHITECTURAL McGRANAHAN ARCHITECTS SUBSTITUTIONS REQUESTS(ARCHITECTURAL): Section Manufacturer Product Status 06200 RPG Golden Pyramids 48"x 48"Y4"thick Accepted 06400 Cabinets and Casework Casework and Insulation Accepted 09510 RPG Waveform Radial Ceiling Canopy Accepted 10170 Am co Toilet Partitions Accepted 12710 1 Track Sea tin Mode12419 Renaissance Not Accepted 14425 National Wheelovator I BC 96 Vertical Lift Accepted END OF ARCHITECTURAL ADDENDUM NO.1 mcg-ARC 0503 March 3,2005 ARLINGTON HS PERFORMING ARTS CENTER PAGE 1 TENANT IMPROVEMENTS PHASE ADDENDUM NO. 1 ARLINGTON SCHOOL DISTRICT NO. 16 MECHANICAL McGRANAHAN ARCHITECTS SPECIFICATIONS(MECHANICAL): SECTION 15330—WET PIPE AUTOMATIC SPRINKLER SYSTEMS A. Delete paragraph 1.03,G in its entirety. SECTION 15855—AIR HANDLING UNITS WITH COILS A. Add paragraph 2.0l.B.5 to read as follows: "All units shall be furnished with factory mounted dampers. All dampers shall be intemally mounted to the casing. Dampers shall be premium ultra low leak and located as scheduled. Dampers shall be Ruskin CD60 double-skin airfoil design or equivalent for minimal air leakage and pressure drop. Leakage rate shall not exceed 5 CFM/square foot at one inch water gauge and 9 CFM./square foot at 4 inches water gauge.All leakage testing and pressure ratings shall be based on ANICA Publication 500.Manufacturer shall submit brand and model of damper(s)being furnished." SECTION 15970—ENERGY MANAGEMENT AND CONTROLS(DDC) A. Revise paragraph 2.01.B(sub numbers remain as-is)to read as follows: "The BAS addition shall be added to and be fully compatible with the existing Alerton BACNET interface accessed V 199 central workstation over the District WAIN.", B. Revise paragraph 3.02.A.2.p to read as follows: "Return air CO2 Sensor(AHU-91,93,94,95)". DRAWINGS(MECHANICAL)• Sheet M1.01 A. LEGEND AND SCHEDULES,EXHAUST FAN SCHEDULE,Revise interlock for EF-39 to read AHU-91. B. LEGEND AND SCHEDULES,EXHAUST FAN SCHEDULE,Revise interlock for EF-40 to read AHU-92 and AHU-95. C. LEGEND AND SCHEDULES,AIR HANDLING UNIT SCHEDULE,Add duct smoke detector requirement for AHU-93. Sheet M2.01 A. MEZZANINE PLUMBING PLAN,Revise hydronic piping per attached sketch,MSK-001. Sheet M5.01 A. TYPICAL COIL PIPING DIAGRAM,RUN-OUT SIZES CHART,Change GPM range for 3"pipe to 81 to 125 GPM,in lieu of 81 to 110. BCE-eng 0503 March 3,2005 ARLINGTON HS PERFORMING ARTS CENTER PAGE 2 TENANT IMPROVEMENTS PHASE ADDENDUM NO. 1 ARLINGTON SCHOOL DISTRICT NO.16 MECHANICAL MCGRANAHAN ARCHITECTS SUBSTITUTIONS REQUESTS(MECHANICAL): Section Manufacturer Product Status 15170 ABB Variable Fr;qu77e—ncy Drives Accepted 15412 IDEAL No-hub couplings Accepted 15440 Crane P-1,P-IA,P-2,P-2A,P-3,P-3A Fixtures Accepted 15440 Symmons P-3,P-3A,P-8 fixture faucets Accepted 15440 Chicago FlushvaIves Accepted 15855 Temptrol Air Hpdhng Units Accepted 15855 Trane Climate Changer I Air Handling Units Accepted 15970 Siemens I DDC Controls Not Acc ted END OF MECHANICAL ADDENDUM NO.1 BCE-eng 0503 March 3,2005 i f _ d ARLINGTON HS PERFORMING ARTS CENTER PAGE 1 TENANT IMPROVEMENTS PHASE ADDENDUM NO. 1 ARLINGTON SCHOOL DISTRICT NO. 16 ELECTRICAL McGRANAHAN ARCHITECTS SPECIFICATIONS(ELECTRICAL): SECTION 16775 A. General: Cable does not have to be plenum rated. SECTION 16461 A. Clarification: Transformers do not have to be K-rated. DRAWINGS(ELECTRICAL): Sheet E0.01 A. Change fixture type AL-2 to: Cole-F 157 7 PM60 WHT TP. B. Change description of fixture type RF-6 to say 1x4 instead of 2x4. Sheet E3.03 A. Provide a duct smoke detector for AHU-93. Sheet E4.01 A. The door contact sensors on the west and southwest doors are part of the base bid-not Alternate Bid#5. Sheet E5.01 A. Add note: The distance between the existing high school main distribution board and the main distribution board for the performing arts center is approximately 1250 feet through 1 manhole. (2)4"conduits have been installed under a past contract from the performing arts center to the high school main board. The(2)parallel runs of 600MCM shown on sheet E5.01 will be installed under the base bid of this contract. B. Edit the AIC ratings of Panels PL2,DRl,and DR2 to be sized for the following fault currents: 15063 amps for PL2, 13841 amps for DRl,and 12802 for panel DR2. BCE-eng 0503 March 3,2005 ARLINGTON HS PERFORMING ARTS CENTER PAGE 2 TENANT IMPROVEMENTS PHASE ADDENDUM NO. 1 ARLINGTON SCHOOL DISTRICT NO.16 ELECTRICAL McGRANAHAN ARCHITECTS LIGHTING PRIOR APPROVALS: Section Manufacturer Product Status I6500 Lithonia PF-1,PH-1,RF-1,RF-3,RF-4,RF-5,RF-6, Accepted RF-7,RF-8,RF-9,SF-1,SF-2,SF4,WW-2, EX-3,EX-4 Lithonia SI-1,WH-1,EX-5 Not Accepted Metalux RF-1,RF-5,RF-6,RF-9,SF-1,SF-2,SF-4 Accepted Day-Brite PF-1,RF-1,RF-5,RF-6,RF-9,SF-1,SF-2,SF- Accepted 4 Da -Brite PF-2,SF-3,SI-1 Not Accepted Peachtree PH-1 Accepted Peachtree PI-1,PI-2,PI-3,SI-2 Not Accepted Omega RF-4,RF-7,RF-8,WW-2 Accepted Omega RF-3 Not Accepted Portfolio RF-7,WW-2 Accepted Alkco SF-3 Accepted California Accent Lighting DI-1 Not Acce ted Sure-Lites EX-3,EX-4 Accepted Halo RF-8 Accepted McPhilben EX-1,EX-2,EX-3,EX-4 Accepted Gardco AL-1 Not Accepted Li tech AL-2 Not Accepted Birchwood DI-1 Not Accepted LED SL-1 Not Accepted Liton TI-3 Accepted Rambusch WW-1 Not Accepted Leviton OS Accepted Waft-Stopper OS,RP Accepted Novitas OS Accepted Sidelite EM Not Acc ted EDI Stage Not Accepted END OF ELECTRICAL ADDENDUM NO.I BCE-eng 0503 March 3,2005 253 McGRANAHANarcnitects 3833084 T 253 F 2111 Pacific.-Suite 100 Tacoma,Washington 98402 3833097 ATTENDANCE SHEET Project: t�rl_in t_on I Iigh School PAC T'I Job No. 0503.000 Meeting Topic/Location: Pre-Bid Wallcthroueh Date: Tuesday.February 22,2005 Time: 1:00 P.M. Name Organization Phone Email STr.-v 9— Tt/-.k T 3Ga 914G 7;_r 5 Z_ ��,VJ0A9T Co �` )0r✓ F36n 41,6 206 `�t�a,�t�yl`?�!"uL��►. hS P-04) Co(. ; �(/l�l O T `6 �UTGC �POY��=r2� F 'otAr.��lo�3�CO XA Fy2.5-S-6I- (iOFS3 u;�1law,n%vtsn.t,ar, Caw-. T H) Z s�-9�T� t,<•c O es v FCy) YI ce. ab�en0 04 T3Go -?Rig-zgoc, �+``•• (( rr F� `3� '�J�G it W� wra,�J'•e:.- /Uo:-'�^i,.,�JJs'�e.� T Sr7�j 5 3S 3o S 5 w w w+oo r e e F 3.I -:1 Aye r� At1-5Y%77 T `��3s3'7°3 GFhsSJS &ZCZ721 C F 5 il3�3-�r�$ F��= Sar^ 1 w ce c'6-m9 $tail Demo T(y) 331- 3111 (1Q�J�0.�^A, GrW� Co�cscf a G�lft.�� 52w+ l't � Yl� wc�C� F .�9br�4( 0•G�� C ) 339- 3la( T � > IV �rt`c!� �(�/6-,-t tUJc G www.mcgranshan.com 0503.00-11 i 1 ._ BAND CONTAINING PATTERN BAND CONTAINING NO PATTERN BAND CONTAINING PATTERN - - - - - J __I_ _1 - - 6" STARTER COURSE 8"H x 16"W GROUND FACE CMU- COLOR KHAKI FINISH FLOOR LINE 4"H x 16"W GROUND FACE CMU- COLOR NATURAL GRAY 4"H x '16"W GROUND FACE CMU- COLOR KHAKI NOTE* APPLY PATTERN TO ALL CMU WALLS. TYR CMU BLOCK PATTERN 1 SCALE: 1/2" = 1'-O" I 0 ARLINGTON HIGH SCHOOL P.A.C.T.I. M c G R A N A H A N architects 2 53 F 383 3097 TITLE: TYP. CMU BLOCK PATTERN '53 3084 REFERENCE: 10/A9.01 ASK'001 T SCALE: 3/16" = V-O" ISSUED FOR: ADDENDUM #1 REVISED: - DATE. 03 MAR 05 DRAWN BY: M. LARSON � N can n Cn D � rs -P -P CA CON = _0 C—) -P 1 I � m x �J z a TI m m Q0 = o Iv a m rn ARLINGTON HS PERFORMING ARTS CENTER-TI M C 0 R A N A H A N arsMH " F 8 33 309 TITLE: MEZZANINE PLUMBING PLAN -is�! 1 T 38i3 308 REFERENCE: N2.01 MSK-001 SCALE: 1 8"=1 -D' ISSUED FOR: ADDENDUM ND. 1 REVISED: 8R DATE: 03 MAR 2005 DRAWN BY: BR a-,51 cff WTF,� 1 _ x 7s.90 x • �'7 3 ` 53 1 60 71 = /, Da Ufa o�g so. 3� i 4 � _ � 1 GEO SERVICES, INC. Engineers, Geologists and WABO Special Inspectors 741 Marine Drive• Bellingham, WA 98225- Phone 360.733.7318•Fax 360.733.7418•e.mail info@geotest-inc.com Mount Vernon office:'Phone 360.848.7794 or 1.888.251.5276 CONCRETE STRENGTH TEST REPORT PROJECT: Arlington High School -Performing Arts Center JOB#: 3063 ADDRESS: Arlington,WA. REPORT#: C8 CLIENT: Arlington School District DATE MOLDED: 5-8-03 CONTRACTOR: Absher Construction DATE RECEIVED: 5-12-03 SUPPLIER: Concrete Nor'West PAGE: 1 of 1 PERMIT#: Pending LOCATION OF POUR: PAC 2nd lift—4'to 14' above finish floor. Columns G3 line at GA to GC, GA/G4 column SAMPLE LOCATION: 1st truck 6.5 cubic yard load Field Data: MIX# 6 sack 3/8"Agg w/WRA MIX PROPORTIONS 1 cubic yard): Truck/Ticket# 54/532369 Slump 4.5 in. Water 218 lbs. Strength Required 4000 psi @ 28 days Air Content -% Cement 568 lbs. Quantity Represented 13 cy Unit Weight -pcf Fly Ash -lbs. Air Temperature 52 of Coarse Agg. 1855 lbs. Mix Temperature 60 OF Water Added Fine Agg. 1488 lbs. Time Batched 7:05 AM on Job 5 gals. NR-WRA 4.0 oz./cwt Time Sampled 8:10 AM Water HR-WRA -oz./cwt Requested By Contractor Air Entr. -oz./cwt Other:NC 534 -oz./cwt. Pozz Lab Data: SPECIMEN LAB f EST AGE DATE TOTAL LOAD • REMARKS # # (DAYS) TESTED (LBS.) 1 6717 7 5-15 129,725 4590 2 6718 28 6-5 3 6719 28 6-5 4 6720 H Reinforcement Inspection: Yes N/A: Not Applicable Specimen Size: 6"x 12"Cylinder Conforms: Yes N/T: Not Tested Test Reference: ASTM C31, C39 Attachments: No Inspector: DW Comments: Column reinforcing steel was inspected prior to form closure and again today for clearance. All was found to conform with details on S3.03. Concrete was placed in several lifts and internally vibrated. RECie/ QED MA 2 9 2043 Copies: Client Arlington Building Department Absher Construction Submitted By: �,-f Grant Richardson Technical Director XW-RgwW T-etlnpWiNg{Im SDa WACCO&— This report shall not be reproduced except in full,wilhoul the written approval of GeoTest Services,Inc The above lest results relate only to the sample(or location)tested Copyright©1993 GTS i GE& ":,)T SERVICES, INC. Engineers, Geologists and WABO Special Inspectors RECEIVED 741 Marine Drive•Bellingham,WA 98225•Phone 360.733.7318• Fax 360.733.7418•e.mail info(a�geytt�3t' om Mount Vernon office•Phone 360.848.7794 or 1.888.251.5276 _77YY��//ii rl 2003 CONCRETE STRENGTH TEST REPORT C"y OF ARLINGTON PROJECT: Arlington High School -Performing Arts Center JOB#: 3063 ADDRESS: Arlington,WA. REPORT#: C7 CLIENT: Arlington School District DATE MOLDED: 4-29-03 CONTRACTOR: Absher Construction DATE RECEIVED: 4-30-03 SUPPLIER: Concrete Nor'West PAGE: 1 of 1 LOCATION OF POUR: PAC stage slab on grade at FE to GD and G3 to G4 PERMIT#: Pending SAMPLE LOCATION: 1st truck 10 cubic yard load Field Data: MIX# 6 sack 7/8"Agg w/1/2% Non-chloride Accelerator j MIXMIX PROPORTIONS(1 cubic yard):- Truck/Ticket# 54/531988 Slump 5'Y2 in. Water 214 lbs. Strength Required 4000 psi @ 28 days Air Content -% Cement 565 lbs. Quantity Represented 107 cy Unit Weight -pcf Fly Ash - lbs. Air Temperature 51 OF Coarse Agg. 1850 lbs. Mix Temperature 63 OF Water Added Fine Agg. 1476 lbs. Time Batched 7:01 AM on Job 15 gals. NR-WRA 4.0 oz./cwt Time Sampled 8:10 AM Water HR-WRA -oz./cwt Requested By Contractor Air Entr. -oz./cwt Other:NC 534 4.8 oz./cwt. Pozz Lab Data: SPECIMEN LAB 'TEST AGE1 DATE TOTAL LOAD • •- REMARKS # I # (PAYS) TESTED (LBS.) 1 6468 7 5-6 128,245 4540 2 6469 28 5-27 3 ` 6470 28 5-27 4 6471 H Reinforcement Inspection: Yes N/A: Not Applicable Specimen Size: 6"x 12" Cylinder Conforms: Yes N/T: Not Tested Test Reference: ASTM C31, C39 Attachments: No Inspector: DW Comments: Slab reinforcing steel was in place per S2.01. Concrete placed via 36 meter pump and mechanically consolidated at placement. Copies: Client Arlington Building Department Absher Construction / Submitted By Grant Richardson Technical Director wnaeemai.,o-rcieas resrnwncymn soao53 rnccN—tic This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above lest results relate only to the sample(or location)tested Copyright 0 1993 GTS .• �• . - � I I 1 GED SERVICES, INC. Engineers, Geologists and WABO Special Inspectors 741 Marine Drive• Bellingham,WA 98225•Phone 360.733.7318•Fax 360.733.7418•e.mail info@geotest-inc.com Mount Vernon office•Phone 360.848.7794 or 1.888.251.5276 COMPOSITE MASONRY PRISM STRENGTH TEST REPORT PROJECT: Arlington High School-Performing Arts Center JOB#: 3063 ADDRESS: 18821 Crown Ridge Boulevard,Arlington REPORT#: M1 CLIENT: Arlington School District DATE MOLDED: 4-15-03 CONTRACTOR: Absher/J &S Masonry DATE RECEIVED: 4-17-03 PAGE#: 1 of 1 PERMIT#: Pending PLACEMENT LOCATION: 8" and 12" CMU walls with Pilasters at 0'to 4' lift at G1 at FE to F12, G1 at GB to GC line, GC line at G2 to G4, G4 and FE to GD. i Prism Data l Grout Data f Prism Type Grouted Mix# 6 sack w/30/70 Pea Sand w/ Air Temperature 50°F W RA Strength Required 1500 psi @ 28 days Supplier Smokey Point Concrete Mix Temperature 60 of CMU Type N- 1 Truck/Ticket# 70/- Time Batched 10:03 AM Mortar Type Type S Quantity 17.5 cy Time Sampled 10:50 AM Slump 9.0 in. Water Added 50 gals./Coat. Lab Data: SPECIMEN LAB TEST AGE DATE TOTAL LOAD NET • REMARKS # # (DAYS) TESTED (LBS.) CROSS-SECTIONAL AREA,IN' 1 6327 1 7 4-22 134,435 58.29 2010 2 6328 28 5-13 149,490 58.37 2230 3 6329 28 5-13 156,430 57.99 2350 Reinforcement Inspection: Yes N/A: Not Applicable Test Reference: UBC Std. 21-17 Conforms: Yes N/T: Not Tested Inspector: DW Attachments: No Height Correction: 0.87 Comments: Wall and pilaster reinforcing steel was in place and found to conform with masonry details on S5.01. All walls grouted solid today via line pump and internally vibrated at placement. Vertical rebar positioners have been used as specified. Copies: Client Arlington Building Department Absher Construction / Submitted By:��_,�_�.� Grant Richardson Technical Director \VMd W0,W-R,*t,T.eL g0A,hNimSD3061PACM01PtlemThls report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above test results relate only to the sample(or location)tested Copyright 0 1993 GTS a �. � ��r � ��• - 1 SERVICES, INC. Engineers, Geologists and WABO Special Inspectors 741 Marine Drive• Bellingham, WA 98225•Phone 360.733.7318• Fax 360.733.7418•e.mail info@geotest-inc.com Mount Vernon office•Phone 360.848.7794 or 1.888.251.5276 GROUT STRENGTH TEST REPORT PROJECT: Arlington High School -Performing Arts Center JOB#: 3063 ADDRESS: 18821 Crown Ridge Boulevard,Arlington REPORT#: M4 CLIENT: Arlington School District DATE MOLDED: 4-28-03 CONTRACTOR: Absher/J &S Services DATE RECEIVED: 4-30-03 SUPPLIER: Smokey Point Concrete PAGE: 1 of 1 PERMIT#: PLACEMENT LOCATION: 12" CMU walls at PAC G2 to G3 on GC line 12'to 16' lift. 8"CMU at G1 and GB to GC-4'to 8' lift Field Data: MIX# 6 sack 30/70 Pea/Sand w/WRA MIX PROPORTIONS: Truck/Ticket# 8064/129893 Slump 9 in. Water 370 lbs. Strength Required 2000 @ 28 days Air Content -% Cement 560 Ibs. Quantity Represented 10 cy. Unit Weight -pcf Fly Ash - Ibs. Air Temperature 59 OF Coarse Agg. 964 Ibs. Mix Temperature 63 of Water Added Fine Agg. 2223 Ibs. Time Batched 8:55 AM on Job 45 gals. WRA 3.0 oz./cwt Time Sampled 9:35 AM Water Air Entr. -oz./cwt Requested By J & S Other:w/c Lab Data: SPECIMEN LAB TEST AGE DATE TOTAL LOAD • REMARKS # # (DAYS) l TESTED (LBS.) 1 6472 7 5-5 31,585 2520 2 6473 28 5-26 3 6474 28 5-26 Reinforcement Inspection: Yes N/A: Not Applicable Specimen Size: 4"x 4"x 8"prism Conforms: Yes NIT: Not Tested Test Reference: UBC Std. 21-18/ASTM C1019 Attachments: No Inspector: DW Comments: Wall reinforcing steel was found to conform with S5.01 details. All walls grouted solid via line pump and internally vibrated. Copies: Client Absher Construction Arlington Building Department Submitted By_ Grant Richardson Technical Director M04g-t This report shall not be reproduced except in full,without the written approval of Geo\Test Services,Inc. The above test results relate only to the sample(or location)tested h,, �L { GEO SERVICES, INC. Engineers, Geologists and WABO Special Inspectors 741 Marine Drive• Bellingham, WA 98225•Phone 360.733.7318•Fax 360.733.7418 a e.mail info@geotest-inc.com Mount Vernon office•Phone 360.848.7794 of 1.888.251.5276 CONCRETE STRENGTIA PORT PROJECT: Arlington High School-Performing Arts Center O 2�3 JOB#: 3063 ADDRESS: Arlington,WA. REPORT#: C20 CLIENT: Arlington School District DATE MOLDED: 9-9-03 CONTRACTOR: Absher Construction `1NGS�N DATE RECEIVED: 9-11-03 SUPPLIER: Concrete Nor'West p►R J1T(Q� PAGE: 1 of 1 PERMIT#: Pending LOCATION OF POUR: Slab on deck and top two seating steps between Lines—GB-GC and G1.5-G2.2. SAMPLE LOCATION: Middle 10 cubic yard load,20 cubic yards cumulative at hopper Field Data: MIX# 15AR41S1 7 sack,WRA MIX PROPORTIONS (1 cubic yard): Truck/Ticket# 82/535197 Slump 5.0 in. Water —284*lbs. Strength Required 4000 psi @ 28 days Air Content -% Cement 559 lbs. Quantity Represented —57 cy Unit Weight -pcf Fly Ash 100 lbs. Air Temperature 58 of Coarse Agg. 1274 lbs. Mix Temperature 72 of Water Added Fine Agg. 1880 lbs. Time Batched 9:51 AM on Job 10 gals. NR-WRA 4.2 oz./cwt Time Sampled 10:35 AM Water HR-WRA -oz./cwt Requested By Contractor Air Entr. - oz./cwt Other:w/c 0.43 Lab Data: SPECIMEN LAB TEST AGE DATE TOTAL LOAD • REMARKS # # (DAYS) I TESTED (LBS.) les 1 8769 7 9-16 95,390 3370 2 8770 28 10-7 135,480 4790 3 8771 28 10-7 139,265 4920 4 8772 H Reinforcement Inspection: Yes I NIA: Not Applicable Specimen Size: 6"x 12"Cylinder Conforms: Yes NIT: Not Tested Test Reference: ASTM C31, C39 Attachments: No Inspector: CC Comments: Reinforcement was secure and in place per S2.01. Concrete was placed via pump truck, no mechanical consolidation, hand screeded and power trowel. Pump truck breakdown caused a delay on the fifth load, west side of landing area with no visible effects to the quality of placement. No cold joint was visible at the time of placement. Toppings for stairs at north end of Fine Arts Building will be placed at a later date. Copies: Client Arlington Building Department Absher Construction � �� { Submitted By: Grant Richardson Technical Director XLAmje N Te UMWli,gW SDO&93-PACCPIko.n This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above test results relate only to the sample(or location)tested Copyright©1993 GTS i GE( SERVICES, INC. Engineers, Geologists and WABO Specia nspectors 741 Marine Drive•Bellingham, WA 98225•Phone 360.733.7318• Fax 360.733.7418•e.mail info@geotest-inc.com Mount Vernon office•Phone 360.848.7794 or 1.888.251.5276 CONCRETE STRENGTH TEST REPORT PROJECT: Arlington High School-Performing Arts Center JOB#: 3063 ADDRESS: Arlington,WA. REPORT#: C19 CLIENT: Arlington School District DATE MOLDED: 9-8-03 CONTRACTOR: Absher Construction DATE RECEIVED: 9-9-03 SUPPLIER: Concrete Nor'West PAGE: 1 of 1 PERMIT#: Pending LOCATION OF POUR: Suspended slab sections, East and West sides of Stage at Locations G3/GC and GB and retaining wall on NW corner, Fine Arts. SAMPLE LOCATION: Middle 7 cubic yards,7 cubic yards cumulative at hopper Field Data: MIX# 02600, 6-sack w/WRA MIX PROPORTIONS 1 cubic yard): Truck/Ticket# 82/176209 Slump 3.0 in. Water --243 lbs. Strength Required 4000 psi @ 28 days Air Content -% Cement 567 lbs. Quantity Represented *7 cy i Unit Weight -pcf Fly Ash bs. Air Temperature 56°F Coarse Agg. 1866 lbs. Mix Temperature 72 of Water Added Fine Agg. 1497 lbs. Time Batched 6:59 AM on Job -gals. NR-WRA 4.0 oz./cwt Time Sampled 8:00 AM Water HR-WRA -oz./cwt Requested By - Air Entr. - oz./cwt Other:w/c Lab Data: SPECIMEN LAB TEST AGE DATE TOTAL LOAD M,' - REMARKS # # (DAYS) TESTED (LBS.) 1 8732 7 9-15 116,720 4130 kZ G��Nj 2 8733 28 10-6 144,815 5120 3 8734 28 10-6 148,175 5240 4 8735 H Reinforcement Inspection: MNo N/A: Not Applicable Specimen Size: 6"x 12" Cylinder Conforms: N/T: Not Tested Test Reference: ASTM C31, C39 Attachments: Inspector: CC Comments: Reinforcement for slab sections per Sheet S2.01 and retaining wall per schedule. Concrete was placed via pump truck and mechanically consolidated. *An additional truck was provided with 9 cubic yards, --4 cubic yards was used for the retaining wall. Mix #1570AF5, 7.1 sack, Fly Ash, WRA, AEA., placed with an —4"slump and mechanically consolidated. Copies: Client Arlington Building Department Absher Construction Submitted By: r Grant Richardson Technical Director ».e+nroaenaa Arlr.'a This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above test results relate only to the sample(or location)tested Copyright©1993 GTS i i GEOUV SERVICES, INC. Engineers, Geologists and WABO Special Inspectors 9Fc 741 Marine Drive•Bellingham,WA 98225•Phone 360.733.7318•Fax 360.733.7418•email info@geotes�Uc.com Mount Vernon office•Phone 360.848.7794 or 1.888.251.5276 G CONCRETE STRENGTH TEST REPORT OA- PROJECT: Arlington High School-Performing Arts Center JOB* 4-9Z, 063 ADDRESS: Arlington,WA. REPORT#: CLIENT: Arlington School District DATE MOLDED: 7- - CONTRACTOR: Absher Construction DATE RECEIVED:7-11- SUPPLIER: Concrete Nor'West PAGE: 1 of 1 PERMIT#: Pending LOCATION OF POUR: Footings west side of Building F for walls stair and ramps SAMPLE LOCATION: 1st truck 10 cubic yard load Field Data: MIX# 5 sack wl WRA MIX PROPORTIONS(1 cubic yard): Truck/Ticket# 1621533775 Slump 4.0 in. Water 242 lbs. Strength Required 3000 psi @ 28 days Air Content -% Cement 472 lbs. Quantity Represented 20 cy Unit Weight -pcf Fly Ash -lbs. Air Temperature 82°F Coarse Agg. 1802 lbs. Mix Temperature 81 OF Water Added Fine Agg. 1554 lbs. Time Batched 2:02 PM on Job -gals. NR-WRA 4.0 oz./cwt Time Sampled 2:37 PM Water HR-WRA -oz./cwt Requested By - Air Entr. - oz./cwt Other:NC 534 -oz./cwt. Pozz Lab Data: SPECIMEN LAB TEST AGE DATE TOTAL LOAD • REMARKS # # (DAYS) TESTED (LBS.) 1 7630 7 7-17 84,490 2990 2 7631 28 8-7 3 7632 28 8-7 4 7633 H Reinforcement Inspection: LNo NIA: Not Applicable Specimen Size: 6"x 12" Cylinder Conforms: N/T: Not Tested Test Reference: ASTM C31, C39 Attachments: Inspector: DW Comments: The above reinforcing steel was found to conform to the approved criteria. Concrete placed via 32 meter pump and internally vibrated. Copies: Client Arlington Building Department Absher Construction Submitted By: Grant Richardson Technical Director X�.J..n T.,C.dMi*.n 6oao9 -Ct� This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above test results relate only to the sample(or location)tested Copyright©1993 GTS i 1 GEO -NIT SERVICES, INC. Engineers, Geologists and WABO Special Inspectors 741 Marine Drive•Bellingham, WA 98225•Phone 360.733.7318•Fax 360.733.7418•e.mailinfo@geotest-inc.com Mount Vernon office•Phone 360.848.7794 or 1.888.251.5276 MORTAR STRENGTH TEST REPORT PROJECT: Arlington High School-Performing Arts Center JOB#: 3063 ADDRESS: Arlington,WA. REPORT#: M9 CLIENT: Arlington School District DATE MOLDED: 7-9-03 CONTRACTOR: Absher/J &S Masonry DATE RECEIVED: 7-11-03 SUPPLIER: J &S-Target Bag Mix Type S PAGE: 1 of 1 PERMIT#: Pending PLACEMENT LOCATION: 12"CMU walls at GC line and G2 to G3 line at 22 to 26' lift Field Data: MORTAR TYPE: S MIX PROPORTIONS: 1 cubic yard Strength Required 1800 psi @ 28 days Water To Consistency Time Sampled 8:00 AM Cement Premeasured Bag Mix Air Temperature 70 OF Lime -lbs. Mortar Temperature 73°F Sand -lbs. Other Lab Data: SPECIMEN LAB TEST AGE DATE TOTAL LOAD • REMARKS # # (DAYS) TESTED (LBS.) 1 7640 7 7-16 4,450 1420 2 7641 28 8-6 3 7642 28 8-6 Reinforcement Inspection: No N/A: Not Applicable Specimen Size: 2"x 4"Cylinder Conforms: N/A N/T: Not Tested Test Reference: UBC Std.21-16,ASTM C780 Attachments: No Inspector: DW Comments: Sample taken from mortar tub. Copies: Client Absher Construction Arlington Building Department Submitted By:�.l,- Grant Richardson Technical Director x:o-a,gecm r.nrewnrewawos3vncuoa., , This report shall not be reproduced except in full,without the written approval of GeoTesl Services,Inc. The above test results relate only to the sample(or location)tested Copyright©1993 GTS i i I i . I GE i SERVICES, INC. Engineers, Geologists and WABO Special Inspectors 741 Marine Drive•Bellingham,WA 98225 a Phone 360.733.7318•Fax 360.733.7418 e.mail info@geotest-inc.com Mount Vernon office•Phone 360.848.7794 or 1.888.251.5276 GROUT STRENGTH TEST REPORT PROJECT: Arlington High School-Performing Arts Center JOB#: 3063 ADDRESS: 18821 Crown Ridge Boulevard,Arlington REPORT#: M10 CLIENT: Arlington School District DATE MOLDED: 7-9-03 CONTRACTOR: Absher/J &S Services DATE RECEIVED: 7.11-03 SUPPLIER: Smokey Point Concrete PAGE: 1 of 1 PERMIT#: PLACEMENT LOCATION:PAC walls at 12" CMU at G3 line and GA to GD (22'to 26' lift) 12"CMU walls at GD and GA at G3 to G4(22'to 26' lift) 8"CMU with pilasters at G4 line GA to GD line Field Data: MIX# 6 sack 30170 Pea/Sand w/WRA MIX PROPORTIONS: Truck/Ticket# 66/133102 Slump 9 in. Water 268 lbs. Strength Required 2000 @ 28 days Air Content -% Cement 566 lbs. Quantity Represented 16 Yz cy. Unit Weight -pcf Fly Ash -lbs. Air Temperature 70 of Coarse Agg. 958 lbs. Mix Temperature 73 of Water Added Fine Agg. 2207 lbs. Time Batched 8:54 AM on Job 30 gals. WRA 3.0 oz./cwt Time Sampled 9:30 AM Water Air Entr. -oz./cwt Requested By J &S Other:w/c - Lab Data: SPECIMEN LAB TEST AGE DATE TOTAL LOAD • - REMARKS # # (DAYS) TESTED (LBS.) 1 7637 7 7-16 32,480 2260 2 7638 28 8-6 3 7639 28 8-6 I Reinforcement Inspection: ffNo N/A: Not Applicable Specimen Size: 4"x 4"x 8" prism Conforms: N/T: Not Tested Test Reference: UBC Std.21-18/ASTM C1019 Attachments: Inspector: DW Comments: All walls grouted solid by line pump and internally consolidated by mechanical vibrator. CMU reinforcing was found to conform with Details S5.01. Copies: Client Absher Construction Arlington Building Department Submitted Grant Richardson Technical Director mio�m This report shall not be reproduced except in full,without the written approval of Geo\Test Services,Inc. The above test results relate only to the sample(or location)tested i MASONRY PROJECT: Arlington High School - PAC JOB#: 3063 INSPECTION REPORT ADDRESS: 18821 Crown Ridge Blvd.,Arlington REPORT#: M11 GEOTEST SERVICES, INC. CLIENT: Arlington School District DATE: 7-16-03 741 Marine Drive Bellingham,WA CONTRACTOR: Absher Construction PAGE: 1 of 1 Be phone: (360)733-7318 PERMIT M INSPECTOR: MW fax (360)733-7418 Periodic Inspection Continuous Inspection O __ Date Item Inspected Location Elevation Comments 7-16 Reinforcing steel and grout GD line G3-G4 3016" -3416" 7-16 Reinforcing steel and grout G4 line GD-GA 3016" .341611 Reference Drawings: Items Inspected Comments Material Conditions AM Grout Space Weather Conditions Partly Cloudy Weather Protection Mechanical Positioners ❑ None Mechanical Consolidation [�1 Reinforcement Grout Information Grouting Procedures Test Specimens ❑ None 'The above items were conforminalM nonconforming❑ Comments: Contractor placed a 6 sack pea/gravel mix. Grout was pumped into place and internally vibrated for consolidation. No exceptions noted. *GeoTest will not be held responsible for layout of embeds and/or structure dimensions-and location Copies: Dist. Submitted by: ,w.:u,.rna.wr.y«�r..n,.ownr.+eoauncunaaw This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. Copydght 41B G T-Services.1r i MASONRY PROJECT: Arlington High School - PAC JOB #: 3063 INSPECTION REPORT ADDRESS: 18821 Crown Ridge Blvd.,Arlington REPORT#: M12 GEOTEST SERVICES, INC. CLIENT: Arlington School District DATE: 7-17-03 741 Marine Drive Bellingham,WA CONTRACTOR: Absher Construction PAGE: 1 of 1 Be phone: (360)733-7318 PERMIT#: INSPECTOR: MW fax (360)733-7418 Periodic Inspection A--d Continuous Inspection O Date Item Inspected Location Elevation Comments 7-17 Reinforcing steel and grout G2.5-G3 line GD 30' - Rake 7-17 Reinforcing steel and grout G3-G4 line GD 34'6" -38'6" 7-17 Reinforcing steel and grout G4 line GD-GA 3416" -3836" 7-17 Reinforcing steel and grout GA line G3-G4 3416" -38'6" 7-17 Reinforcing steel and grout GD-GA line G3 34'6" -3816" Reference Drawings: Items Inspected Comments Material Conditions Grout Space Weather Conditions A Clear Weather Protection Mechanical Positioners ❑ None Mechanical Consolidation Reinforcement Grout Information Grouting Procedures Test Specimens ❑ None 'The above items were conformingEl nonconforming❑ Comments: Contractor placed 19 %cubic yards of 6 sack grout. Grout placed via pump and internally vibrated for consolidation. No exceptions noted. •GeoTest will not be held responsible for layout of embeds and/or structure dimensions nd location Copies: Dist. Submitted by: X-P .). T..UngW l.m.Pao—ACMIw,ur This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. C-P0.h1J I—G.-Teel-e —.Inc i �i� i GEO ), T SERVICES, INC. Engineers, Geologists and WABO Special Inspectors 741 Marine Drive• Bellingham, WA 98225•Phone 360.733.7318•Fax 360.733.7418 e.mail info@geotest-inc.com Mount Vernon office•Phone 360.848.7794 or 1.888.251.5276 CONCRETE STRENGTH TEST REPORT PROJECT: Arlington High School-Performing Arts Center JOB#: 3063 ADDRESS: Arlington,WA. REPORT#: C9 CLIENT: Arlington School District DATE MOLDED: 5-20-03 CONTRACTOR: Absher Construction DATE RECEIVED: 5-21-03 SUPPLIER: Concrete Nor'West PAGE: 1 of 1 JUL ® � PERMIT#: Pending LOCATION OF POUR: PAC slab on grade at FE to GA and G1 to G3, G1 to G2 and FD to GC. SAMPLE LOCATION: 1st truck 10 cubic yard load C17y O Field Data: FARC'NGT0 MIX# 605 - 6 sack w/WRA MIX PROPORTIONS 1 cubic yard): Truck/Ticket# 82/532678 Slump 5.5 in. Water 233 lbs. Strength Required 4000 psi @ 28 days Air Content -% Cement 562 lbs. Quantity Represented 100 cy Unit Weight -pcf Fly Ash -lbs. Air Temperature 52 of Coarse Agg. 1844 lbs. Mix Temperature 65 of Water Added Fine Agg. 1468 lbs. Time Batched 8:16 AM on Job 5 gals. NR-WRA 4.0 oz./cwt Time Sampled 8:57 AM Water HR-WRA -oz./Cwt Requested By Contractor Air Entr. -oz./Cwt Other:NC 534 -oz./Cwt. Pozz Lab Data: SPECIMEN LAB TEST AGE DATE TOTAL LOAD • REMARKS # # (DAYS) TESTED (LBS.) 1 6825 7 5-27 140,050 4950 2 6826 28 6-17 155,840 5510 3 6827 28 6-17 159,445 5640 4 6828 H Reinforcement Inspection: Yes N/A: Not Applicable Specimen Size: 6"x 12"Cylinder Conforms: Yes___ N/T: Not Tested Test Reference: ASTM C31, C39 Attachments: No I Inspector: DW Comments: Welded wire for slab and added#4 bars for openings was in place per details on S3.0. Welded wire was pulled up into slab during concrete placement. Concrete placed via 42 meter pump and vibrated at thickened edges. Copies: Client Arlington Building Department Absher Construction Submitted By: Grant Richardson Technical Director wnou,a�hm ,]. T�UrKWlrro—Dao Acc— This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above test results relate only to the sample(or location)tested Copyright©1993 GTS ��-, r ., 1 �I I GED SERVICES, INC. Engineers, Geologists and WABO S(ecial Inspectors 741 Marine Drive•Bellingham, WA 98225•Phone 360.733.7318• Fax 360.733.7418•e.mail info@geotest-inc.com Mount Vernon office•Phone 360.848.7794 or 1.888.251.5276 CONCRETE STRENGTH TEST REPORT PROJECT: Arlington High School-Performing Arts Center JOB#: 3063 ADDRESS: Arlington,WA. REPORT#: C10 CLIENT: Arlington School District DATE MOLDED: 5-22-03 CONTRACTOR: Absher Construction DATE RECEIVED: 5-23-03 SUPPLIER: Concrete Nor'West PAGE: 1 of 1 PERMIT#: Pending LOCATION OF POUR: PAC-Proscenium Beam G3(20"x 48")and side Stage Beam(20"x 36")at GA Line SAMPLE LOCATION: 1st truck 10 cubic yard load bottom lift at Proscenium beam Field Data: MIX# 6 sack-3/8 Agg and WRA MIX PROPORTIONS 1 cubic yard): Truck/Ticket# 61/532795 Slump 5'/ in. Water 223 lbs. Strength Required 4000 psi @ 28 days Air Content -% Cement 562 lbs. Quantity Represented 30 cy Unit Weight -pcf Fly Ash -lbs. Air Temperature 60 OF Coarse Agg. 1842 lbs. Mix Temperature 63 OF Water Added Fine Agg. 1476 lbs. Time Batched 11:51 AM on Job 5 gals. NR-WRA 4.0 oz./cwt Time Sampled 12:50 PM Water HR-WRA -oz./cwt Requested By Contractor Air Entr. -oz./cwt Other:NC 534 -oz./cwt. Pozz Lab Data: SPECIMEN LAB TEST AGE DATE TOTAL LOAD REMARKS # # (DAYS) TESTED (LBS.) INglitelimff 1 6874 5 5-27 99,400 3520 Field Cure 2 6875 7 5-29 111,545 3940 Field Cure 3 6876 7 5-29 135,635 4800 4 6877 28 6-19 159,275 5630 5 6878 28 6-19 159,540 5640 6 6879 H Reinforcement Inspection: Yes N/A: Not Applicable Specimen Size: 6"x 12" Cylinder Conforms: Yes N/T: Not Tested Test Reference: ASTM C31, C39 Attachments: No Inspector: DW Comments: Beam reinforcing steel inspected prior to and after form closure. All was found to conform with Details on S3.03. Concrete placed via 32 meter pump and internally vibrated. Copies: Client Arlington Building Department Absher Construction Submitted By: Grant Richardson - Technical Director wo n.�mwa �Tdu awn,m so-aaea��ccio This report shall not be reproduced except in full,without the written approval of GeoTesl Services,Inc. The above test results relate only to the sample(or location)tested.Copyright©1993 GTS 1 ,� t I GED 'T SERVICES, INC. Engineers, Geologists and WAN Special Inspectors 741 Marine Drive @ Bellingham, WA 98225•Phone 360.733.7318•Fax 360.733.7418•e.mail info@geotest-inc.com Mount Vernon office•Phone 360.848.7794 or 1.888.251.5276 CONCRETE STRENGTH TEST REPORT PROJECT: Arlington High School-Performing Arts Center JOB#: 3063 ADDRESS: Arlington,WA. REPORT#: C12 CLIENT: Arlington School District DATE MOLDED: 6-9-03 CONTRACTOR: Absher Construction DATE RECEIVED: 6-10-03 SUPPLIER: Concrete Nor'West PAGE: 1 of 1 PERMIT#: Pending LOCATION OF POUR: Retaining wall footing west of Building B SAMPLE LOCATION: 1st truck 10 cubic yard load Field Data: MIX# 5 sack-w/WRA MIX PROPORTIONS(1 cubic yard : Truck/Ticket# 61/533142 Slump 3.5 in. Water 227 lbs. Strength Required 3000 psi @ 28 days Air Content -% I Cement 469 lbs. Quantity Represented 40 cy Unit Weight -pcf Fly Ash -lbs. Air Temperature 57 of Coarse Agg. 1798 lbs. Mix Temperature 62 of Water Added Fine Agg. 1556 lbs. Time Batched 6:59 AM on Job -gals. NR-WRA 4.0 oz./cwt Time Sampled 7:53 AM Water HR-WRA -oz./cwt Requested By - Air Entr. -oz./cwt Other:NC 534 -oz./cwt. Pozz Lab Data: SPECIMEN LAB TEST AGE DATE TOTAL LOAD 733907 REMARKS # # (DAYS) TESTED (LBS.) 1 7066 7 6-16 95,790 2 7067 28 7-7 3 7068 28 7-7 4 7069 H Reinforcement Inspection: Yes N/A: Not Applicable Specimen Size: 6"x 12" Cylinder Conforms: Yes N/T: Not Tested Test Reference: ASTM C31, C39 Attachments: No Inspector: DW Comments: Footing reinforcing steel was found to conform with approved plans and specifications. Concrete placed via 36 meter pump and internally vibrated. Copies: Client Arlington Building Department Absher Construction Submitted By: Grant Richardson Technical Director XY ,.4 chTaeti,gNrlln mSD�A-12c This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above test results relate only to the sample(or location)tested Copyright©1993 GTS i i ,. GED i- T A// SERVICES, INC. Engineers, Geologists and WABO Special Inspectors 741 Marine Drive•Bellingham, WA 98225•Phone 360.733.7318• Fax 360.733.7418•e.mail info@geotest-inc.com Mount Vernon office•Phone 360.848.7794 or 1.888.251.5276 GROUT STRENGTH TEST REPORT PROJECT: Arlington High School-Performing Arts Center JOB#: 3063 ADDRESS: 18821 Crown Ridge Boulevard,Arlington REPORT#: M5 CLIENT: Arlington School District DATE MOLDED: 6-10-03 CONTRACTOR: Absher/J &S Services DATE RECEIVED: 6-12-03 SUPPLIER: Smokey Point Concrete PAGE: 1 of 1 PERMIT#: PLACEMENT LOCATION:8"CMU walls at G1 and GB to GC(8'to 12' lift), G1 at FD to FIE(8'to 12' lift), 12" CMU walls G3 and GA to GC line(0'to 4' lift), GB at G2.8 to G3 0'to 4'w/P2 Pilaster. Field Data: MIX# 6 sack 30/70 Pea/Sand w/WRA MIX PROPORTIONS: Truck/Ticket# 73/131766 Slump 9 in. Water 292 lbs. Strength Required 2000 @ 28 days Air Content -% Cement 567 lbs. Quantity Represented 8 cy. Unit Weight -pcf Fly Ash -lbs. Air Temperature 60 OF Coarse Agg. 970 lbs. Mix Temperature 63 of Water Added Fine Agg. 2195 lbs. Time Batched 12:50 PM on Job 20 gals. WRA 3.0 oz./cwt Time Sampled 1:20 PM Water Air Entr. -oz./cwt Requested By J&S Other:w/c - Lab Data: SPECIMEN LAB TEST AGE DATE TOTAL LOAD 726007 REMARKS # # (DAYS) TESTED (LBS.)1 7108 7 6-17 43,290 2 7109 28 7-8 3 7110 28 7-8 Reinforcement Inspection: sNo N/A: Not Applicable Specimen Size: 4"x 4"x 8"prism Conforms: N/T: Not Tested Test Reference: UBC Std.21-18/ASTM C1019 Attachments: Inspector: DW Comments: All walls grouted solid by line pump and internally vibrated. Wall reinforcing steel was found to conform with the approved plans and specifications. Copies: Client Absher Construction Arlington Building Department Submitted Bv:. �!� Grant Richardson Technical Director M.5p w This report shall not be reproduced except in full,without the written approval of Geo\Test Services,Inc. The above test results relate only to the sample(or location)tested GED SERVICES, INC. Engineers, Geologists and WABO Special Inspectors Rec�/v 741 Marine Drive• Bellingham, WA 98225•Phone 360.733.7318• Fax 360.733.7418•e.mail info@geotest-inc.cam ��° Mount Vernon office•Phone 360.848.7794 or 1.888.251.5276 OUN 03 CONCRETE STRENGTH TEST REPORT ClryQF PROJECT: Arlington High School-Performing Arts Center JOB#: 3063 RL'NGTQ ADDRESS: Arlington,WA. REPORT#: C7 CLIENT: Arlington School District DATE MOLDED: 4-29-03 CONTRACTOR: Absher Construction DATE RECEIVED:4-30-03 SUPPLIER: Concrete Nor'West PAGE: 1 of 1 LOCATION OF POUR: PAC stage slab on grade at FE to GD and G3 to G4 PERMIT#: Pending SAMPLE LOCATION: 1st truck 10 cubic yard load Field Data: MIX# 6 sack 7/8"Agg w/1/2% Non-chloride Accelerator MIX X PROPORTIONS 1 cubic yard): Truck/Ticket# 54/531988 Sump 5'12 in. Water 214 lbs. Strength Required 4000 psi @ 28 days Air Content -% Cement 565 lbs. Quantity Represented 107 cy Unit Weight -pcf Fly Ash -lbs. Air Temperature 51 of Coarse Agg. 1850 lbs. Mix Temperature 63 OF Water Added Fine Agg. 1476 lbs. Time Batched 7:01 AM on Job 15 gals. NR-WRA 4.0 oz./cwt Time Sampled 8:10 AM Water HR-WRA -oz./cwt Requested By Contractor Air Entr. -oz./cwt Other:NC 534 4.8 oz./cwt. Pozz Lab Data: SPECIMEN LAB TEST AGE DATE TOTAL LOAD • REMARKS # # (DAYS) TESTED (LBS.) 1 6468 7 5-6 128,245 4540 2 6469 28 5-27 149,750 5300 3 6470 28 5-27 148,277 5240 4 6471 H i Reinforcement Inspecti(n: Yes N/A: Not Applicable Specimen Size: 6"x 12"Cylinder Conforms: Yes N/T: Not Tested Test Reference: ASTM C31, C39 Attachments: �N0 Inspector: DW Comments: Slab reinforcing steel was in place per S2.01. Concrete placed via 36 meter pump and mechanically consolidated at placement. Copies: Client Arlington Building Department Absher Construction Submitted By: Grant Richardson Technical Director W M�T>umwm�nsoaaawA=7o This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above test results relate only to the samnle!nr In—flnn)f—t-1 r,..,... ti r 1—— oil. i o— GED I f, SERVICES, INC. Engineers, Geologists and WABO Special Inspectors 741 Marine Drive• Bellingham, WA 98225•Phone 360.733.7318• Fax 360.733.7418•e.mail info@geotest-inc.com Mount Vernon office•Phone 360.848.7794 or 1.888.251.5276 CONCRETE STRENGTH TEST REPORT PROJECT: Arlington High School-Performing Arts Center JOB#: 3063 ADDRESS: Arlington,WA. REPORT#: C9 CLIENT: Arlington School District DATE MOLDED: 5-20-03 CONTRACTOR: Absher Construction DATE RECEIVED: 5-21-03 SUPPLIER: Concrete Nor'West PAGE: 1 of 1 PERMIT#: Pending LOCATION OF POUR: PAC slab on grade at FE to GA and G1 to G3, G1 to G2 and FD to GC. SAMPLE LOCATION: 1st truck 10 cubic yard load Field Data: MIX# 605 - 6 sack w/WRA MIX PROPORTIONS 1 cubic yard): Truck/Ticket# 82/532678 Slump 5.5 in. Water 233 lbs. Strength Required 4000 psi @ 28 days Air Content -% Cement 562 lbs. Quantity Represented 100 cy Unit Weight -pcf Fly Ash -lbs. Air Temperature 52°F Coarse Agg. 1844 lbs. Mix Temperature 65 of Water Added Fine Agg. 1468 lbs. Time Batched 8:16 AM on Job 5 gals. NR-WRA 4.0 oz./cwt Time Sampled 8:57 AM Water HR-WRA -oz./cwt Requested By Contractor Air Entr. -oz./cwt Other:NC 534 -oz./cwt. Pozz Lab Data: SPECIMEN ' LAB `'TEST AGE DATE TOTAL LOAD • REMARKS # # (DAYS) TESTED 1 6825 7 5-27 140,050 4950 2 6826 28 6-17 3 6827 28 6-17 4 6828 H Reinforcement Inspection: Yes N/A: Not Applicable Specimen Size: 6"x 12"Cylinder Conforms: Yes N/T: Not Tested Test Reference: ASTM C31, C39 Attachments: No Inspector: DW Comments: Welded wire for slab and added#4 bars for openings was in place per details on S3.0. Welded wire was pulled up into slab during concrete placement. Concrete placed via 42 meter pump and vibrated at thickened edges. Copies: Client Arlington Building Department Absher Construction Submitted By: � Grant Richardson Technical Director x:lO,q—T—rQlUir4.50.90B3PACCOBconc This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. � .. iY GEO SERVICES, INC. Engineers, Geologists and WABO Special Inspectors 741 Marine Drive• Bellingham, WA 98225•Phone 360.733.7318•Fax 360.733.7418 e.mail info@geotest-inc.com Mount Vernon office•Phone 360.848.7794 or 1.888.251.5276 CONCRETE STRENGTH TEST REPORT PROJECT: Arlington High School-Performing Arts Center JOB#: 3063 ADDRESS: Arlington,WA. REPORT#: C10 CLIENT: Arlington School District DATE MOLDED: 5-22-03 CONTRACTOR: Absher Construction DATE RECEIVED: 5-23-03 SUPPLIER: Concrete Nor'West PAGE: 1 of 1 PERMIT#: Pending LOCATION OF POUR: PAC-Proscenium Beam G3(20"x 48")and side Stage Beam(20"x 36")at GA Line SAMPLE LOCATION: 1st truck 10 cubic yard load bottom lift at Proscenium beam Field Data: MIX# 6 sack-3/8 Agg and WRA MIX PROPORTIONS 1 cubic yard): : Truck/Ticket# 61/532795 Slump 5'/a in. Water 223 lbs. Strength Required 4000 psi @ 28 days Air Content -% Cement 562 lbs. Quantity Represented 30 cy Unit Weight -pcf Fly Ash -lbs. Air Temperature 60°F Coarse Agg. 1842 lbs. Mix Temperature 63 IF Water Added Fine Agg. 1476 lbs. Time Batched 11:51 AM on Job 5 gals. NR-WRA 4.0 oz./cwt Time Sampled 12:50 PM Water HR-WRA -oz./cwt Requested By Contractor Air Entr. -oz./cwt Other:NC 534 -oz./cwt. Pozz Lab Data: SPECIMEN LAB TEST AGE DATE TOTAL LOAD • REMARKS # # (DAYS) TESTED 1 6874 5 5-27 99,400 3520 Field Cure 2 6875 7 5-29 111,545 3940 Field Cure 3 6876 7 5-29 135,635 4800 4 6877 28 6-19 5 6878 28 6-19 6 6879 H Reinforcement Inspection: Yes N/A: Not Applicable Specimen Size: 6"x 12" Cylinder Conforms: as N/T: Not Tested Test Reference: ASTM C31, C39 Attachments: No Inspector: DW Comments: Beam reinforcing steel inspected prior to and after form closure. All was found to conform with Details on S3.03. Concrete placed via 32 meter pump and internally vibrated. Copies: Client Arlington Building Department Absher Construction Submitted By: Grant Richardson Technical Director X16 M—T.Ur4VWiro.5DJ083-PACD10 . This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. GED 1O SERVICES, INC. Engineers, Geologists and WABO Special Inspectors 741 Marine Drive• Bellingham, WA 98225• Phone 360.733.7318•Fax 360.733.7418•e.mail info@geotest-inc.com Mount Vernon office•Phone 360.848.7794 or 1.888.251.5276 MORTAR STRENGTH TEST REPORT PROJECT: Arlington High School-Performing Arts Center JOB#: 3063 ADDRESS: Arlington,WA. REPORT#: M2 CLIENT: Arlington School District DATE MOLDED: 4-24-03 CONTRACTOR: Absher/J &S Masonry DATE RECEIVED: 4-28-03 SUPPLIER: J &S-Target Bag Mix Type S PAGE: 1 of 1 PERMIT#: Pending PLACEMENT LOCATION: 8"CMU wall at 4 to 8 lift-G1 line at GB.5 Field Data: MORTAR TYPE: S MIX PROPORTIONS: 1 cubic yard Strength Required 1800 psi @ 28 days I Water To Consistency Time Sampled 9:35 AM Cement Premeasured Bag Mix Air Temperature 50 of Lime -lbs. Mortar Temperature 55 of Sand -lbs. Other Lab Data: SPECIMEN LAB TEST AGE DATE TOTAL LOAD • REMARKS # # (DAYS) TESTED (LBS.) 1 6396 7 5-1 4,630 1470 2 6397 28 5-22 8,610 2740 3 6398 28 5-22 8,700 2770 Reinforcement Inspection: Yes l N/A: Not Applicable Specimen Size: 2"x 4"Cylinder Conforms: Yes l N/T: Not Tested Test Reference: UBC Std.21-16,ASTM C780 Attachments: No Inspector: DW Comments: Sample taken from mortar tub. Vertical rebar positioners were in place per plans. GeoTest observed cutting of block today by wet saw. All debris is placed in disposal container. Copies: Client Absher Construction Arlington Building Department Submitted By: Grant Richardson Technical Director w,a.n+eirovrMs r..auww.ewoaar�cuw nn..This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. � .: t I GED SERVICES, INC. Engineers, Geologists and WABO Special Inspectors 741 Marine Drive• Bellingham,WA 98225•Phone 360.733.7318•Fax 360.733.7418•e.mail info@geotest-inc.com Mount Vernon office•Phone 360.848.7794 or 1.888.251.5276 MORTAR STRENGTH TEST REPORT PROJECT: Arlington High School-Performing Arts Center JOB#: 3063 ADDRESS: Arlington,WA. REPORT#: M3 CLIENT: Arlington School District DATE MOLDED: 4-28-03 CONTRACTOR: Absher/J&S Masonry DATE RECEIVED: 4-30-03 SUPPLIER: J &S-Target Bag Mix Type S PAGE: 1 of 1 PERMIT#: Pending PLACEMENT LOCATION: 12"CMU walls at G2 line and GB line 4'to 8' lift Field Data: MORTAR TYPE: S MIX PROPORTIONS: 1 cubic yard Strength Required 1800 psi @ 28 days Water To Consistency Time Sampled 8:30 AM Cement Premeasured Bag Mix Air Temperature 50 OF Lime -lbs. Mortar Temperature 55 of Sand -lbs. Other Lab Data: SPECIMEN LAB TEST AGE DATE TOTAL LOAD7301601 REMARKS # # (DAYS) TESTED {LBS.) liellIM 1 6465 7 5-5 6,785 2 6466 28 5-26 9,550 3 6467 28 5-26 9,315 2940 1 Reinforcement Inspection: Yes N/A: Not Applicable Specimen Size: 2"x 4" Cylinder Conforms: Yes N/T: Not Tested Test Reference: UBC Std.21-16,ASTM C780 Attachments: No Inspector: DW Comments: Sample taken from mortar tub. Vertical positioners in place as specified. Copies: Client Absher Construction Arlington Building Department Submitted By: Grant Richardson Technical Director venom„w,eo r�.mTmu awns��soaoxwncMm ,This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. �� n1 I GED SERVICES, INC. Engineers, Geologists and WABO Special Inspectors 741 Marine Drive• Bellingham,WA 98225•Phone 360.733.7318• Fax 360.733.7418•e.mail info@geotest-inc.com Mount Vernon office•Phone 360.848.7794 or 1.888.251.5276 GROUT STRENGTH TEST REPORT PROJECT: Arlington High School-Performing Arts Center JOB#: 3063 ADDRESS: 18821 Crown Ridge Boulevard,Arlington REPORT#: M4 CLIENT: Arlington School District DATE MOLDED: 4-28-03 CONTRACTOR: Absher/J&S Services DATE RECEIVED: 4-30-03 SUPPLIER: Smokey Point Concrete PAGE: 1 of 1 PERMIT#: PLACEMENT LOCATION:12"CMU walls at PAC G2 to G3 on GC line 12'to 16' lift. 8"CMU at G1 and GB to GC-4'to 8'lift Field Data: MIX# 6 sack:30/70 Pea/Sand w/WRA I MIX PROPORTIONS: Truck/Ticket# 8064/129893 Slump 9 in. Water 370 lbs. Strength Required 2000 @ 28 days Air Content -% Cement 560 lbs. Quantity Represented 10 cy. Unit Weight -pcf Fly Ash -lbs. Air Temperature 59 of Coarse Agg. 964 lbs. Mix Temperature 63 of Water Added Fine Agg. 2223 lbs. Time Batched 8:55 AM on Job 45 gals. WRA 3.0 oz./cwt Time Sampled 9:35 AM Water Air Entr. -oz./cwt Requested By J &S Other:w/c - Lab Data: SPECIMEN LAB TEST AGE DATE TOTAL LOAD • REMARKS # # (DAYS) TESTED (LBS.) 1 6472 7 5-5 31,585 2520 2 6473 28 5-26 34,870 2810 3 6474 28 5-26 45,380 3540 Reinforcement Inspection: Yes N/A: Not Applicable Specimen Size: 4"x 4"x 8"prism Conforms: Yes I N/T: Not Tested Test Reference: UBC Std.21-18/ASTM C1019 Attachments: No I Inspector: DW Comments: Wall reinforcing steel was found to conform with S5.01 details. All walls grouted solid via line pump and internally vibrated. Copies: Client Absher Construction Arlington Building Department Submitted Grant Richardson Technical Director Mw•om This report shall not be reproduced except in full,without the written approval of Geo\Test Services,Inc. GO :`E ,..f I T R�CFj V o Z Fo SERVICES, INC. Engineers, Geologists and WABO Special Inspectors 9 /� 741 Marine Drive•Bellingham, WA 98225-Phone 360.733.7318• Fax 360.733.7418•e.mail info@geote4t/��l'�,e Y �807 Mount Vernon office•Phone 360.848.7794 or 1.888.251.5276 UJ CONCRETE STRENGTH TEST REPORT GTD' PROJECT: Arlington High School-Performing Arts Center JOB#: 3063 ADDRESS: Arlington,WA. REPORT#: C11 CLIENT: Arlington School District DATE MOLDED: 5-30-03 CONTRACTOR: Absher Construction DATE RECEIVED: 6-2-03 SUPPLIER: Concrete Nor'West PAGE: 1 of 1 PERMIT#: Pending LOCATION OF POUR: PAC-Proscenium columns at G3 line and G13.2 to GB.8 line. Theater steps at G.26 to G3 and GB to GC. SAMPLE LOCATION: 2nd 10-cy load placed Field Data: MIX# 6 sack-w/WRA MIX PROPORTIONS 1 cubic yard): Truck/Ticket# 35/532959 Slump 3.0 in. Water 223 lbs. Strength Required 4000 psi @ 28 days Air Content -% Cement 560 lbs. Quantity Represented 40 cy Unit Weight -pcf Fly Ash -lbs. Air Temperature 57°F Coarse Agg. 1856 lbs. Mix Temperature 59 OF Water Added Fine Agg. 1474 lbs. Time Batched 7:26 AM on Job -gals. NR-WRA 4.0 oz./cwt Time Sampled 8:15 AM Water HR-WRA -oz./cwt Requested By - Air Entr. -oz./cwt Other:NC 534 -oz./cwt. Pozz Lab Data: SPECIMEN LAB TEST AGE DATE TOTAL LOAD : 19W REMARKS # # (DAYS) TESTED (LBS.) 1 7004 7 6-6 124,830 4410 2 7005 28 6-27 159,890 5650 3 7006 28 6-27 165,460 5850 4 7007 H Reinforcement Inspection: ZNo N/A: Not Applicable Specimen Size: 6"x 12" Cylinder Conforms: N/T: Not Tested Test Reference: ASTM C31, C39 Attachments: Inspector: DW Comments: Reinforcing steel in place in accordance with the approved plans and specifications. Concrete placed via 42 meter pump and internally vibrated for consolidation. Copies: Client Arlington Building Department / Absher Construction Submitted By: Grant Richardson Technical Director \Ulotl,eMah•LPm�ech TmhlylAAiegion SDa083-PACGllconc This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above test results relate only to the sample(or location)tested Copyright©1993 GTS ��i 1 i I I GEO SERVICES, INC. Engineers, Geologists and WABO Special Inspectors 741 Marine Drive• Bellingham,WA 98225•Phone 360.733.7318• Fax 360.733.7418•e.mail info@geotest-inc.com Mount Vernon office•Phone 360.848.7794 or 1.888.251.5276 COMPOSITE MASONRY PRISM STRENGTH TEST REPORT PROJECT: Arlington High School-Performing Arts Center JOB#: 3063 ADDRESS: 18821 Crown Ridge Boulevard,Arlington REPORT#: M6 CLIENT: Arlington School District DATE MOLDED: 6-19-03 CONTRACTOR: Absher/J &S Masonry DATE RECEIVED: 6-23-03 PAGE#: 1 of 1 PERMIT#: Pending PLACEMENT LOCATION: 8" CMU walls at G4 line and FE to GD(14'to 18' lift) 12" CMU walls at GB line and G2 to G3(10'to 14' lift) Prism Data Grout Data Prism Type Grouted 8"CMU Mix# 6 sack wl 1NRA 30/70 Air Temperature 61 IF Pea/Sand Strength Required 1500 psi @ 28 days Supplier Smokey Point Concrete Mix Temperature 63 of CMU Type N-1 Truck/Ticket# 29/132218 Time Batched 11:46 AM Mortar Type Type S Quantity 12.5 cy Time Sampled 12:20 PM Slump 9.5 in. Water Added 30 5als./Cont. Lab Data: SPECIMENI LAB 'TEST AGE :DATE TOTAL LOAD NET • REMARKS # # (DAYS) TESTED (LBS.) CROSS-SECTIONAL AREA,INZ 1 7 77 6-26 147,195 58.06 2180 2 7336 28 7-17 3 7337 28 7-17 Reinforcement Inspection: Yes N/A: Not Applicable Test Reference: UBC Std.21-17 Conforms: Yes N/T: Not Tested Inspector: DW Attachments: No Height Correction: 0.86 Comments: All walls grouted solid by line pump and internally consolidated by mechanical vibrator. Reinforcing per details on S5.01 and Engineers revised detail for 12" CMU lintel on GB line that span a 194" opening. Copies: Client Arlington Building Department Absher Construction Submitted By: Grant Richardson Technical Director XN ,.*.T.UrdArliV.SD3o63PACM—mP This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above test results relate only to the sample(or location)tested Copyright O 1993 GTS i GEO f SERVICES, INC. Engineers, Geologists and WABO Special Inspectors 741 Marine Drive• Bellingham, WA 98225•Phone 360.733.7318• Fax 360.733.7418 a e.mail info@geotest-inc.com Mount Vernon office•Phone 360.848.7794 or 1.888.251.5276 CONCRETE STRENGTH TEST REPORT PROJECT: Arlington High School-Performing Arts Center JOB#: 3063 ADDRESS: Arlington,WA. REPORT#: C12 CLIENT: Arlington School District DATE MOLDED: 6-9-03 CONTRACTOR: Absher Construction DATE RECEIVED: 6-10-03 SUPPLIER: Concrete Nor'West PAGE: 1 of 1 PERMIT#: Pending LOCATION OF POUR: Retaining wall footing west of Building B SAMPLE LOCATION: 1st truck 10 cubic yard load CITY OF ARLINGTO Field Data: _ MIX# 5 sack-w/WRA MIX PROPORTIONS 1 cubic yard): Truck/Ticket# 61/533142 Slump 3.5 in. Water 227 lbs. Strength Required 3000 psi @ 28 days Air Content -% Cement 469 lbs. Quantity Represented 40 cy Unit Weight -pcf Fly Ash -lbs. Air Temperature 57 OF Coarse Agg. 1798 lbs. Mix Temperature 62 OF Water Added Fine Agg. 1556 lbs. Time Batched 6:59 AM on Job -gals. NR-WRA 4.0 oz./cwt Time Sampled 7:53 AM Water HR-WRA -oz./cwt Requested By - Air Entr. -oz./cwt Other:NC 534 -oz./cwt. Pozz Lab Data: SPECIMEN LAB TESTAGEj DATE TOTAL LOAD REMARKS # # (DAYS) TESTED (LBS.) 1 7066 7 6-16 95,790 3390 2 7067 28 7-7 127,835 4520 3 7068 28 7-7 128,340 4540 4 7069 H Reinforcement Inspection: Yes N/A: Not Applicable Specimen Size: 6"x 12"Cylinder Conforms: Yes NTT: Not Tested Test Reference: ASTM C31, C39 Attachments: No Inspector: DW Comments: Footing reinforcing steel was found to conform with approved plans and specifications. Concrete placed via 36 meter pump and internally vibrated. Copies: Client Arlington Building Department Absher Construction Submitted By: -- Grant Richardson Technical Director wou�nm�o r q�d T.Uu W,,g-soaar aacciz— This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above lest results relate only to the sample(or location)tested Copyright©1993 GTS .; I I I GED SERVICES, INC. Engineers, Geologists and WABO Special Inspectors 741 Marine Drive- Bellingham, WA 98225-Phone 360.733.7318- Fax 360.733.7418•e.mait info@geotest-inc.com Mount Vernon office-Phone 360.848.7794 or 1.888.251.5276 GROUT STRENGTH TEST REPORT PROJECT: Arlington High School-Performing Arts Center JOB#: 3063 ADDRESS: 18821 Crown Ridge Boulevard,Arlington REPORT#: M5 CLIENT: Arlington School District DATE MOLDED: 6-10-03 CONTRACTOR: Absher/J &S Services DATE RECEIVED: 6-12-03 SUPPLIER: Smokey Point Concrete PAGE: 1 of 1 PERMIT#: PLACEMENT LOCATION:8"CMU walls at G1 and GB to GC(8'to 12' lift), G1 at FD to FE(8'to 12' lift), 12" CMU walls G3 and GA to GC line(0'to 4' lift), GB at G2.8 to G3 0'to 4'w/P2 Pilaster. Field Data: MIX# 6 sack 30i7C Pea/Sand wi WRA MIX PROPORTIONS: Truck/Ticket# 73/131766 Slump 9 in. Water 292 lbs. Strength Required 2000 @ 28 days Air Content - % Cement 567 lbs. Quantity Represented 8 cy. Unit Weight -pcf Fly Ash -lbs. Air Temperature 60°F Coarse Agg. 970 lbs. Mix Temperature 63°F Water Added Fine Agg. 2195 lbs. Time Batched 12:50 PM on Job 20 gals. WRA 3.0 oz,/cwt Time Sampled 1:20 PM Water Air Entr. -oz./cwt Requested By J &S Other:w/c - Lab Data: SPECIMEN LAB 'TEST AGE' DATE TOTAL LOAD REMARKS # # (DAYS) TESTED (LBS.) 1 7108 7 6-17 43,290 2600 2 7109 28 7-8 53,965 3360 3 7110 28 7-8 56,425 3480 Reinforcement Inspection: Yes ? N/A: Not Applicable Specimen Size: 4"x 4"x 8"prism Conforms: Yes N/T: Not Tested Test Reference: UBC Std.21-18/ASTM C1019 Attachments: No i Inspector: DW Comments: All walls grouted solid by line pump and internally vibrated. Wall reinforcing steel was found to conform with the approved plans and specifications. Copies: Client V Absher Construction / Arlington Building Department Submitted By: Grant Richardson Technical Director M06gn This report shall not be reproduced except in full,without the written approval of Geo\Test Services,Inc. The above test results relate only to the sample(or location)tested GED SERVICES, INC. Engineers, Geologists and WABO Special Inspectors 741 Marine Drive• Bellingham,WA 98225•Phone 360.733.7318• Fax 360.733.7418•e.mail info@geotest-inc.com Mount Vernon office•Phone 360.848.7794 or 1.888.251.5276 CONCRETE STRENGTH TEST REPORT PROJECT: Arlington High School-Performing Arts Center JOB#: 3063 ADDRESS: Arlington,WA. REPORT#: C13 CLIENT: Arlington School District DATE MOLDED: 6-23-03 CONTRACTOR: Absher Construction DATE RECEIVED: 6-25-03 SUPPLIER: Concrete Nor'West PAGE: 1 of 1 PERMIT#: Pending LOCATION OF POUR: Retaining and stair walls on the west side at Building'B'main entrance SAMPLE LOCATION: 2nd truck 10 cubic yard load Field Data: MIX# 7.1 sack w/AE and WRA _ MIX PROPORTIONS 1 cubicyard): _ Truck/Ticket# 165/53338 Slump 5.0 in. Water 224 lbs. Strength Required 4000 psi @ 2 days Air Content 4.1 % Cement 566 lbs. Quantity Representb" Unit Weight -pcf Fly Ash 102 lbs. Air Temperature 56 OF Coarse Agg. 1792 lbs. Mix Temperature 62 of Water Added Fine Agg. 1188 lbs. Time Batched 7:30 AM on Job 10 gals. NR-WRA 4.1 oz./cwt Time Sampled 8:40 AM Water HR-WRA -oz./cwt Requested By Contractor Air Entr. 1.3 oz.lcwt Other:NC 534 -oz./cwt. Pozz Lab Data: SPECIMEN LAB TEST AGE DATE �TOTALILOAD REMARKS # # (DAYS) TESTED (LBS.) 1 7366 7 7-2 111,395 3940 2 7367 28 7-23 3 7368 28 7-23 4 7369 H Reinforcement Inspection: Yes N/A: Not Applicable Specimen Size: 6"x 12"Cylinder Conforms: Yes N/T: Not Tested Test Reference: ASTM C31, C39 Attachments: No Inspector: DW Comments: Wall reinforcing steel was found to conform with the approved plans and specifications. Concrete placed via 36 meter pump and internally vibrated. Copies: Client Arlington Building Department > �,Absher Construction """/'Submitted By: Grant Richardson - Technical Director Xb r.4—T>ft—ng-SDAg&iPACCIS This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above test results relate only to the sample(or location)tested Copyright©1993 GTS i - � r STRUCTURAL STEEL PROJE : ,l w Arlington High School-Performing JOB#: 3063 INSPECTION REPORT Arts Center ADDRESS: 18821 Crown Ridge Boulevard, REPORT#: W9 Arlington GEOTEST SERVICES, INC. CLIENT: Arlington School District DATE: 8-14-03 741 Marine Drive Bellingham,WA CONTRACTOR: Absher/J &S Services PAGE: 1 of 1 phone: (360)733-7318 WEATHER: Sunny 80e PERMIT#: fax (360)733-7418 v c L) INSPECTOR: DW Type of Inspection: Visual Weld G '2 9 Items Inspected Location 17Y OF Reference Comments ARL119fewivo Roof joist to girder Ridge at G2.8 and GB to GC line 9W.MV Detail #7 Roof joist to CMU wall G3 at GB to GC 8/S6.04 RFI 804 Roof decking (See Below)* G3 to G2 and GC to GB.2 line S402/S603 Top seam weld and Puddle and button punch The above items were conforming nonconformin ❑ *SEE BELOW Reference Fabrication Welders Comments-Welders Name/Cert No. W Inspection Code Code Certification E AWS D1.1 AWS ❑ WABO Previously verified L D AWS D1.3 AISC ❑ AWS-SMAW I AWS D1.4 ❑ AWS-FCAW ❑ N UBC G AISC Procedures ❑ B Size Type Torque Method Comments O ASTM A307 ❑ Turn-of-Nut ❑ L ASTM A325 ❑ Cal. Torque Wrench ❑ T I ASTM A490 ❑ Load Indicating ❑ N AISC ❑ G UBC ❑ Comments: Detail #7/S6.04 collector requires bent plate 1/4" x 2'/2" x 1' each side where noted on plan. Contractor has not installed at 4 locations also detail #9 and 10 S6.04. *The roof deck at G3 to G2.8 need to be welded to tube steel 5" x 5" x 1/2" drag strut and to tube steel 6" x 6"x 1/4" outriggers. Roof girder at G2.2 G2.6 needs to be welded to tube steel column per detail 17/S6.03. GeoTest will return for inspection once completed. Copies: Client Absher Construction Arlington Building Department Submitted By: -- to Grant Richardson Technical Director %:b-PrafwL TrllnpUNlnBon BD3o83AACWBB This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. CwM&tJ 1BBBC TrtSuv.Inc .+ 1 111 I GEO SERVICES, INC. Engineers, Geologists and WABO Special Inspectors 741 Marine Drive o Bellingham, WA 98225• Phone 360.733.7318•Fax 360.733.7418•e.mail info@geotest-inc.com Mount Vernon office•Phone 360.848.7794 or 1.888.251.5276 GROUT STRENGTH TEST REPORT PROJECT: Arlington High School-Performing Arts Center JOB#: 3063 ADDRESS: 18821 Crown Ridge Boulevard,Arlington REPORT#: M14 CLIENT: Arlington School District DATE MOLDED: 7.25-03 CONTRACTOR: Absher/J &S Services DATE RECEIVED: 7-28-03 SUPPLIER: Smokey Point Concrete PAGE: 1 of 1 PERMIT#: PLACEMENT LOCATION:P.A.C.12"walls @ G-D line @ G3 to G4 line(46'6"to 50'6"lift) 8"CMU walls @ G4 line&GA to GD line(46'6"to 50'6" lift) Field Data: MIX# 6 sack 30/70 Pea/Sand w/WRA MIX PROPORTIONS: Truck/Ticket# 8,064,733,993 Slump 8.5 in. Water -lbs. Strength Required 2000 @ 28 days Air Content -% Cement -lbs. Quantity Represented 6.75 cy. Unit Weight -pcf Fly Ash -lbs. Air Temperature 77 OF Coarse Agg. -lbs. Mix Temperature 83°F Water Added Fine Agg. -lbs. Time Batched 10:50 AM on Job 25 gals. WRA -oz./cwt Time Sampled 1:29 PM Water Air Entr. -oz./cwt Requested By J&S Other:w/c - Lab Data: SPECIMEN LAB TEST AGE DATE l OTAL LOAD 72970 REMARKS # # j (DAYS) TESTED {LBS)1 7913 7 8-1 39,1302220 2 7914 28 8-22 47,230 3 7915 28 8-22 44,250 2900 Reinforcement Inspection: sNo N/A: Not Applicable Specimen Size: 4"x 4"x 8" prism Conforms: N/T: Not Tested Test Reference: UBC Std.21-18/ASTM C1019 Attachments: Inspector: DW Comments: All walls grouted solid by line pump and internally vibrated. Wall reinforcing steel vertical &horizontal bars in place per the approved plans & specs. 56.05, 55.01, & 56.03. No Batch Weights Provided Copies: Client Absher Construction Arlington Building Department Submitted By: Grant Richardson Technical Director M1/pool This report shall not be reproduced except in full,without the written approval of Geo\Test Services,Inc. The above test results relate only to the sample(or location)tested r� 1 1 1 GED J&T !I i SERVICES, INC. Engineers,'Geologists A WABO Special Inspectors 741 Marine Drive•Bellingham, WA 98225•Phone 360.733.7318•Fax 360.733.7418•e.mail info@geotest-inc.com Mount Vernon office•Phone 360.848.7794 or 1.888.251.5276 CONCRETE STRENGTH TEST REPORT PROJECT: Arlington High School-Performing Arts Center JOB#: 3063 ADDRESS: Arlington,WA. REPORT#: C15 CLIENT: Arlington School District DATE MOLDED: 7-17-03 CONTRACTOR: Absher Construction DATE RECEIVED: 7-18-03 SUPPLIER: Concrete Nor'West PAGE: 1 of 1 PERMIT#: Pending LOCATION OF POUR: Steped slab on grade G2-G2.5 line GB-GC 1st 4 steps SAMPLE LOCATION: Middle 1/3 of 1st load Field Data: MIX# 6 sack w/WRA MIX PROPORTIONS 1 cubic yard): Truck/Ticket# 82/533904 Slump 4'/in. Water 234lbs. Strength Required 4000 psi @ 28 days Air Content -% Cement 562 lbs. Quantity Represented 20 cy Unit Weight -pcf Fly Ash -lbs. Air Temperature 56 of Coarse Agg. 1848 lbs. Mix Temperature 72 of Water Added Fine Agg. 1475 lbs. Time Batched 6:43 AM on Job -gals. NR-WRA 4.09 oz./cwt Time Sampled 7:45 AM Water HR-WRA -oz./cwt Requested By - Air Entr. - oz./cwt Other:w/c 0.42 Lab Data: SPECIMEN LAB TEST AGE DATE TOTAL LOAD • REMARKS # # (DAYS) TESTED (L TO BS.) 1 7788 H 2 7789 28 8-14 153,465 5430 3 7790 28 8-14 158,345 5600 4 7791 7 7-24 119,735 4230 Reinforcement Inspection: Yes N/A: Not Applicable Specimen Size: 6"x 12"Cylinder Conforms: Yes N/T: Not Tested Test Reference: ASTM C31, C39 Attachments: No Inspector: MW Comments: Concrete placed via pump truck. No vibratory consolidation used. Welded wire fabric was lifted during placement. Reinforcing steel complies to 5/S3.01, 6/S3.02. No exceptions noted. RECE/VE� A(I� 2 5 2003 Cl y OFAROV(3 roN Copies: Client Arlington Building Department Absher Construction Submitted By; . Grant Richardson Technical Director xn a;kmTaw~rg.SD—PnccI� This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above test results relate only to the sample(or location)tested Copyright 0 1993 GTS �� I 1 . . �. - T GED SERVICES, INC. Engineers, Geologists and Special Inspectors 741 Marine Drive- Bellingham, WA 98225, Phone 360. 33.7318 @ Fax 360.733.7418•e.mail info@geotest-inc.com Mount Vernon office•Phone 360.848.7794 or 1.888.251.5276 CONCRETE STRENGTH TEST REPORT PROJECT: Arlington High School-Performing Arts Center JOB#: 3063 ADDRESS: Arlington,WA. REPORT#: C16 CLIENT: Arlington School District DATE MOLDED: 7-17-03 CONTRACTOR: Absher Construction DATE RECEIVED: 7-18-03 SUPPLIER: Concrete Nor'West PAGE: 1 of 1 PERMIT#: Pending LOCATION OF POUR: Wall for ramp B4 line BA, planter box B4 line BA SAMPLE LOCATION: Middle of 1st A/E load Field Data: _ MIX# MIX PROPORTIONS(1 cubic yard): Truck/Ticket# 160/533915 Slump 6 in. Water 254 lbs. Strength Required 4000 psi @ 28 days Air Content 4% Cement 560 lbs. Quantity Represented 25.5 cy Unit Weight -pcf Fly Ash 99 lbs. Air Temperature 66 OF Coarse Agg. 1804 lbs. Mix Temperature 75 OF Water Added Fine Agg. 1217 lbs. Time Batched 8:28 AM on Job 5 gals. NR-WRA 4.25 oz./cwt Time Sampled 9:25 AM Water HR-WRA -oz./cwt Requested By Contractor Air Entr. 1.33 oz./cwt Other:w/c 0.38 Lab Data: SPECIMEN LAB TEST AGE DATE TOTAL LOAD • REMARKS # # (DAYS) TESTED (LBS-) 1 7792 7 7-24 120,410 4260 2 7793 28 8-14 150,785 5330 3 7794 28 8-14 155,280 5490 4 7795 H Reinforcement Inspection: Yes N/A: Not Applicable Specimen Size: 6"x 12" Cylinder Conforms: Yes N/T: Not Tested Test Reference: ASTM C31, C39 Attachments: No Inspector: MW Comments: Concrete placed via pump truck and internally vibrated for consolidation. No exceptions noted. Copies: Client Arlington Building Department Absher Construction Submitted By: Grant Richardson Technical Director X-.6 Oa T«undamrom soaom-rnccie This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above test results relate only to the sample(or location)tested Copyright©1993 GTS - - - . . _ i � � �� J � � � � � �� .� 7 I GEO SERVICES, INC. Engineers, Geologists and WABO Special Inspectors 741 Marine Drive•Bellingham, WA 98225•Phone 360.733.7318• Fax 360.733.7418•e.mait info@geotest-inc.com Mount Vernon office•Phone 360.848.7794 or 1.888.251.5276 CONCRETE STRENGTH TEST REPORT PROJECT: Arlington High School-Performing Arts Center JOB#: 3063 ADDRESS: Arlington,WA. REPORT#: C17 CLIENT: Arlington School District DATE MOLDED: 7-21-03 CONTRACTOR: Absher Construction DATE RECEIVED: 7-22-03 SUPPLIER: Concrete Nor'West PAGE: 1 of 1 PERMIT#: Pending LOCATION OF POUR: PAC steps SAMPLE LOCATION: 2nd 10 cubic yard load Field Data: MIX# 6 sack wi WRA MIX PROPORTIONS 1 cubic yard): Truck/Ticket# 162/533947 Slump 5.0 in. Water 225 lbs. Strength Required 4000 psi @ 28 days Air Content -% Cement 564 lbs. Quantity Represented 30 cy Unit Weight -pcf Fly Ash 99 lbs. Air Temperature 60 OF Coarse Agg. 1804 lbs. Mix Temperature 72 of Water Added Fine Agg. 1290 lbs. Time Batched 7:30 AM on Job 5 gals. NR-WRA 4.0 oz./cwt Time Sampled 8:15 AM Water HR-WRA -oz./cwt Requested By Contractor Air Entr. - oz./cwt Other:w/c - Lab Data: SPECIMEN LAB TEST AGE DATE TOTAL LOAD • REMARKS # # (DAYS) TESTED (LBS.) III 1 7833 7 7-28 111,425 3940 2 7834 28 8-18 125,230 4430 3 7835 28 8-18 124,945 4420 4 7836 H Reinforcement Inspection: Yes N/A: Not Applicable Specimen Size: 6"x 12" Cylinder Conforms: Yes N/T: Not Tested Test Reference: ASTM C31,C39 Attachments: No Inspector: DW Comments: The welded wire and nosing bars for steps were in place per plans. Concrete placed via 42 meter pump. Copies: Client Arlington Building Department Absher Construction Submitted By: , ',� Grant Richardson Technical Director x:�M—Te.UMW4%�w soaoearn 17l This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above test results relate only to the sample(or location)tested Copyright©1993 GTS i �i �� i �� .; GEDl�F� SERVICES, INC. Engineers, Geologists and WAN Special Inspectors J(/t 28 741 Marine Drive•Bellingham, WA 98225•Phone 360.733.7318• Fax 360.733,7418•e.mail info@geotest-irk com 2003 Mount Vernon office•Phone 360.848.7794 or 1.888.251.5276 COMPOSITE MASONRY PRISM STRENGTH TEST REPORT PROJECT: Arlington High School-Performing Arts Center JOB#: 3063 ADDRESS: 18821 Crown Ridge Boulevard,Arlington REPORT#: M6 CLIENT: Arlington School District DATE MOLDED: 6-19-03 CONTRACTOR: Absher/J &S Masonry DATE RECEIVED: 6-23-03 PAGE#: 1 of 1 PERMIT#: Pending PLACEMENT LOCATION: 8"CMU walls at G4 line and FE to GD(14'to 18' lift) 12"CMU walls at GB line and G2 to G3 (10'to 14' lift) Prism Data Grout Data Prism Type Grouted 8"CMU Mix# 6 sack w/WRA 30/70 Air Temperature 61 °F Pea/Sand Strength Required 1500 psi @ 28 days Supplier Smokey Point Concrete Mix Temperature 63 of CMU Type N-1 Truck/Ticket# 29/132218 Time Batched 11:46 AM Mortar Type Type S Quantity 12.5 cy Time Sampled 12:20 PM Slump 9.5 in. Water Added 30 gals./Cont. Lab Data: SPECIMENI LAB (TEST AGE DATE TOTAL LOAD NET REMARKS # # (DAYS) TESTED (LBS) CROSS-SECTIONAL AREA,IN 1 7335 7 6-26 147,195 58.06 2180 2 7336 28 7-17 171,035 58.14 2530 3 7337 28 7-17 171,880 57.99 2540 Reinforcement Inspection: Yes N/A: Not Applicable Test Reference: UBC Std.21-17 Conforms: Yes NIT: Not Tested Inspector: DW Attachments: No Height Correction: 0.86 Comments: All walls grouted solid by line pump and internally consolidated by mechanical vibrator. Reinforcing per details on S5.01 and Engineers revised detail for 12"CMU lintel on GB line that span a 19'4" opening. � I Copies: Client Arlington Building Department Absher Construction Submitted By: Grant Richardson Technical Director xVWIw:o IVWww•nmmrncumvm This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above lest results relate only to the sample(or location)tested Copyright©1993 GTS MASONRY PROJECT: Arlington High School - PAC JOB#: 3063 INSPECTION REPORT ADDRESS: 18821 Crown Ridge Blvd.,Arlington REPORT#: M7 GEOTEST SERVICES, INC. CLIENT: Arlington School District DATE: 7-14-03 741 Marine Drive Bellingham,WA CONTRACTOR: Absher Construction PAGE: 1 of 1 phone: (360)733-7318 PERMIT#: INSPECTOR: MW fax (360)733-7418 Periodic Inspection Continuous Inspection O Date Item Inspected Location Elevation Comments 7-14 Reinforcing steel and grout G2-G3 line GC 32' -36' 7-14 Reinforcing steel and grout G4 line GA-GD 32' -36' 7-14 Reinforcing steel and grout G3-G4 line GA 32' -36' Reference Drawings: Items Inspected Comments Material Conditions Grout Space Weather Conditions ( Dry, Partly Cloudy Weather Protection .� Mechanical Positioners ❑ None Mechanical Consolidation Reinforcement Grout Information - J Grouting Procedures Test Specimens ❑ None The above items were conforming 0\) nonconforming ❑ Comments: Smokey Point Ready Mix delivered a 6 sack pea gravel mix at 12:30 PM. Contractor added a total of 47 gallons water to a 10 %cubic yard load. Grout was placed via grout pump and internally vibrated for consolidation. Reinforcing steel was straightened and a keyway was made. No exceptions noted. "GeoTest will not be held responsible for layout of embeds and/or structure dimensions and locations Copies: Dist. Submitted by: ' X—mj.a.T..wuwmmi..sDJO AGM07"Iy This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. Ga ydghi a IM G T-service.I. i i MASONRY PROJECT: Arlington High School - PAC JOB#: 3063 INSPECTION REPORT _ ADDRESS: 18821 Crown Ridge Blvd., Arlington REPORT#: M8 GEOTEST SERVICES, INC. CLIENT: Arlington School District DATE: 7-15-03 741 Marine Drive Bellingham,WA CONTRACTOR: Absher Construction PAGE: 1 of 1 phone: (360)733-7318 PERMIT#: INSPECTOR: MW fax (360)733-7418 Periodic Inspection Continuous Inspection O Date Item Inspected Location Elevation Comments 7-15 Reinforcing steel and grout GB line G2-G3 26' -30' Rake 7-15 Reinforcing steel and grout G3 line GA-GD 30' - 34' 7-15 Reinforcing steel and grout GA line G3-G4 30' -34' Reference Drawings: Items Inspected Comments Material Conditions Grout Space Weather Conditions Overcast Weather Protection ] Mechanical Positioners ❑ None Mechanical Consolidation Reinforcement Grout Information Grouting Procedures (� Test Specimens ❑ None The above items were conforming nonconforming ❑ Comments: Contractor used a 6 sack pea gravel grout. Grout was pumped into place and internally vibrated for consolidation. No exceptions noted. "GeoTest will not be held responsible for layout of embeds and/or structure dimensions and locations Copies: Dist. Submitted by:j {t X;w ,.J�r.. gWlw g—anaaewnCM—ly This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. Co ynchi o IM C»oT.t..M ,1. I 1 STRUCTURAL STEEL PROJECT: Arlington High School -Performing JOB #: 3063 INSPECTION REPORT Arts Center ADDRESS: 18821 Crown Ridge Boulevard, REPORT#: W7 Arlington GEOTEST SERVICES, INC. CLIENT: Arlington School District DATE: 6-19-03 741 Marine Drive CONTRACTOR:Absher/J &S Services PAGE: 1 of 1 Bellingham,WA phone: (360)733-7318 WEATHER: Sunny 67' PERMIT#: fax (360)733-7418 INSPECTOR: DW Type of Inspection: A-325 High Strength bolted connections Items Inspected Location Reference Drawing_ Comments All high strength bolted A to P line and 1 to 3 line (Grandstands) connections All high strength bolted 1 to 7 line and A to B line Bleachers connections I The above items were conforming nonconforming ❑ Reference Fabrication Welders Comments -Welders Name/Cent No. W E Inspection Code Code Certification i L AWS D1.1 ❑ AWS ❑ WABO ❑ Welders certs on file D AWS D1.3 ❑ AISC ❑ AWS-SMAW ❑ 1 AWS D1.4 ❑ _ AWS-FCAW ❑ N UBC _ G AISC Procedures ❑ B Size Type Torque Method Comments O 3/4" ASTM A307 ❑ Turn-of-Nut A-325 Type N snug tight-as defined by L ASTM A325 Cal.Torque Wrench ❑ AISC Ti I _ ASTM A490 ❑ Load Indicating ❑ One mans full effort on an ordinary N AISC ❑ spud wrench G UBC ❑ Comments: The above mentioned A-325 bolted connections were found to conform to southern bleacher drawing for quantity of bolts in each connection and AISC 9th Edition for tightness of bolted connections. *Southern Bleachers Drawing Copies: Client Absher Construction Arlington Building Department Submitted By: Grant Richardson Technical Director 11M.m.,m.t.10-p..i.ct.T..g.al fll,gl.o SD4063FACw97 This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. Copyright•:1993 GwTa l S�c Im i i i I STRUCTURAL STEEL PROJECT: Arlington High School-Performing JOB#: 3063 INSPECTION REPORT Arts Center ADDRESS: 18821 Crown Ridge Boulevard, REPORT#: W8 Arlington GEOTEST SERVICES, INC. CLIENT: Arlington School District DATE: 6-27-03 741 Marine Drive Bellingham,WA CONTRACTOR: Absher/J &S Services PAGE: 1 of 1 phone: (360)733-7318 WEATHER: Partly Cloudy PERMIT#: fax (360)733-7418 INSPECTOR: DW Type of Inspection: Visual Weld Items Inspected Location Reference Comments Drawing Beam to CMU wall embed weld —G2 line at GB.4 to GC line S6.01 Detail 14 The above items were conformin nonconforming ❑ Reference Fabrication Welders Comments-Welders Name/Cert No. W Inspection Code Code Certification E AWS D1.1 AWS ❑ WABO Kelly M Kerzman #KER 90 9949 EXP 01/JAN/04 L D AWS D1.3 AISC ❑ AWS-SMAW Mike F. Rosia #ROS 64/3788 EXP 01/JAN/04 ❑ I AWS D1.4 ❑ AWS-FCAW ❑ N UBC G AISC �❑ Procedures ❑ B Size Type Torque Method Comments O ASTM A307 ❑ Turn-of-Nut ❑ L ASTM A325 ❑ Cal.Torque Wrench ❑ T I ASTM A490 ❑ Load Indicating ❑ N AISC ❑ G UBC ❑ Comments: The above single pass fillet welds were visually found to conform. Copies: Client Absher Construction Arlington Building Department Submitted By: � ,/� cEx� Grant Richardson Technical Director x:W.e).n.T.uncwft.—eo—CWH This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. I I I �I ►� GEO "NT V�-/j SERVICES, INC. Engineers, Geologists and WABO Special Inspectors 741 Marine Drive•Bellingham, WA 98225• Phone 360.733.7318• Fax 360.733.7418•e.mail info@geotest-inc.com Mount Vernon office•Phone 360.848.7794 or 1.888.251.5276 CONCRETE STRENGTH TEST REPORT PROJECT: Arlington High School-Performing Arts Center JOB#: 3063 ADDRESS: Arlington,WA. REPORT#: C14 CLIENT: Arlington School District DATE MOLDED: 7-10-03 CONTRACTOR: Absher Construction DATE RECEIVED: 7-11-03 SUPPLIER: Concrete Nor'West PAGE: 1 of 1 PERMIT#: Pending LOCATION OF POUR: Footings west side of Building F for walls stair and ramps SAMPLE LOCATION: 1st truck 10 cubic yard load Field Data: MIX# 5 sack w/WRA MIX PROPORTIONS 1 cubic yard): Truck/Ticket# 162/533775 Slump 4.0 in. Water 242 lbs. Strength Required 3000 psi @ 28 days Air Content -% Cement 472 lbs. Quantity Represented 20 cy Unit Weight -pcf Fly Ash -lbs. Air Temperature 82 of Coarse Agg. 1802 lbs. Mix Temperature 81 of Water Added Fine Agg. 1554 lbs. Time Batched 2:02 PM on Job -gals. NR-WRA 4.0 oz./cwt Time Sampled 2:37 PM Water HR-WRA -oz./cwt Requested By - Air Entr. - oz./cwt Other:NC 534 -oz./cwt. Pozz Lab Data: SPECIMEN LAB TEST AGE DATE TOTAL LOAD M REMARKS # # (DAYS) TESTED (LBS.) 1 7630 7 7-17 84,490 2990 2 7631 28 8-7 117,295 4150 RECEIVE D 3 7632 28 8-7 121,330 4290 4 7633 H AUG 15 2003 CITY OF ARLINGTOr' Reinforcement Inspection: Yes N/A: Not Applicable Specimen Size: 6"x 12"Cylinder Conforms: Yes N/T: Not Tested Test Reference: ASTM C31, C39 Attachments: No Inspector: DW Comments: The above reinforcing steel was found to conform to the approved criteria. Concrete placed via 32 meter pump and internally vibrated. RECEIVED AUG 15 2003 CITY OF ARLINGTON Copies: Client Arlington Building Department Absher Construction Submitted By: ,,L�� Grant Richardson Technical Director Y--.I.-T.brd,lIr.l 8P309bPACCt4eonc This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above test results relate only to the sample(or location)tested Copyright©1993 GTS i i �� Y GEO SERVICES', INC. Engineers, Geologists and WA 0 5 ZialInspectors 741 Marine Drive•Bellingham,WA 98225•Phone 360.733.7318•Fax 360.733.7418 e.mail info@geotes�I��orty Mount Vernon office,Phone 360.848.7794 or 1.888.251.5276 1 2�� GROUT STRENGTH TEST REPORT gRC�NGToA, PROJECT: Arlington High School-Performing Arts Center JOB#: 3063 ADDRESS: 18821 Crown Ridge Boulevard,Arlington REPORT#: M10 CLIENT: Arlington School District DATE MOLDED: 7-9-03 CONTRACTOR: Absher/J&S Services DATE RECEIVED:7.11-03 SUPPLIER: Smokey Point Concrete PAGE: 1 of 1 PERMIT#: PLACEMENT LOCATION:PAC walls at 12"CMU at G3 line and GA to GD (22'to 26' lift) 12" CMU walls at GD and GA at G3 to G4(22'to 26' lift) 8"CMU with pilasters at G4 line GA to GD line Field Data: MIX# 6 sack 30170 Pea/Sand w/WRA MIX PROPOR T IONS: Truck/Ticket# 66/133102 Slump 9 in. Water 268 lbs. Strength Required 2000 @ 28 days Air Content -% Cement 566 lbs. Quantity Represented 16'/2 cy. Unit Weight -pcf Fly Ash -lbs. Air Temperature 70 of Coarse Agg. 958 lbs. Mix Temperature 73 of Water Added Fine Agg. 2207 lbs. Time Batched 8:54 AM on Job 30 gals. WRA 3.0 oz./cwt Time Sampled 9:30 AM Water Air Entr. -oz./cwt Requested By J&S Other:w/c - Lab Data: :SPECIMEN i LAB TEST AGE DATE TOTAL LOAD • REMARKS # # (DAYS) TESTED (LBS;) 1 7637T 7 7-16 32,480 2260 2 7638 28 8-6 43,755 2680 3 7639 28 8-6 45,350 21100 i Reinforcement Inspection: Yes N/A: Not Applicable Specimen Size: 4"x 4"x 8" prism Conforms: Yes N/T: Not Tested Test Reference: UBC Std.21-18/ASTM C1019 Attachments: No Inspector: DW Comments: All walls grouted solid by line pump and internally consolidated by mechanical vibrator. CMU reinforcing was found to conform with Details S5.01. Copies: Client Absher Construction Arlington Building Department Submitted By: Grant Richardson Technical Director Mir This report shall not be reproduced except in full,without the written approval of Geo\Test services,Inc. The above test results relate only to the sample(or location)tested _ i I i i GED : SERVICES, INC. Engineers, Geologists and WABO Special Inspectors 741 Marine Drive• Bellingham,WA 98225•Phone 360.733.7318• Fax 360.733.7418•e.mail info@geotest-inc.com Mount Vernon office•Phone 360.848.7794 or 1.888.251.5276 GROUT STRENGTH TEST REPORT PROJECT: Arlington High School-Performing Arts Center JOB#: 3063 ADDRESS: 18821 Crown Ridge Boulevard,Arlington REPORT* M14 CLIENT: Arlington School District DATE MOLDED: 7-25-03 CONTRACTOR: Absher/J &S Services DATE RECEIVED: 7-28-03 SUPPLIER: Smokey Point Concrete PAGE: 1 of 1 PERMIT#: PLACEMENT LOCATION:P.A.C. 12"walls @ G-D line @ G3 to G4 line(46'6"to 50'6" lift) 8"CMU walls @ G4 line&GA to GD line(46'6"to 50' 6"lift) Field Data: MIX# 6 sack 30170 Pea/Sand wl WRA MIX PROPORTIONS: Truck/Ticket# 8,064,733,993 Slump 8.5 in. Water -lbs. Strength Required 2000 @ 28 days Air Content -% Cement -lbs. Quantity Represented 6.75 cy. Unit Weight -pcf Coarse Agg. -lbs. Air Temperature 77 F Mix Temperature 83 of Water Added Fine Agg. -lbs. Time Batched 10:50 AM on Job 25 gals. WRA -oz•/cwt Time Sampled 1:29 PM Water Air Entr. _oz./cwt Requested By J &S Other:w/c _ Lab Data: SPECIMEN LAB TEST AGE1 DATE I TOTAL LOAD • REMARKS # # (DAYS) TESTED (LBS.) 1 7913 7 8-1 39,130 2220 2 7914 28 8-22 3 7915 28 8-22 Reinforcement Inspection: Yes N/A: Not Applicable Specimen Size: 4"x 4"x 8" prism Conforms: Yes N/T: Not Tested Test Reference: UBC Std. 21-18/ASTM C1019 Attachments: No Inspector: DW Comments: All walls grouted solid by line pump and internally vibrated. Wall reinforcing steel vertical &horizontal bars in place per the approved plans &specs. 56.05, 55.01, &56.03. No Batch Weights Provided Copies: Client Absher Construction ` Building Department Submitted By l-�l�r7--��— Arlington Bu g p Grant Richardson Technical Director M14go This report shall not be reproduced except in full,without the written approval of Geo%I est Services,Inc. The above test results relate only to the sample(or location)tested i i i GED - I� T SERVICES, INC. Engineers, Geologists and WABO Special Inspectors 741 Marine Drive• Bellingham,WA 98225•Phone 360.733.7318• Fax 360.733.7418•e.mail info@geotest-inc.com Mount Vernon office•Phone 360.848.7794 or 1.888.251.5276 MORTAR STRENGTH TEST REPORT PROJECT: Arlington High School-Performing Arts Center JOB#: 3063 ADDRESS: Arlington,WA. REPORT#: M9 CLIENT: Arlington School District DATE MOLDED: 7-9-03 CONTRACTOR:Absher/J &S Masonry DATE RECEIVED: 7-11-03 SUPPLIER: J &S-Target Bag Mix Type S PAGE: 1 of 1 PERMIT#: Pending PLACEMENT LOCATION: 12" CMU walls at GC line and G2 to G3 line at 22 to 26' lift Field Data: MORTAR TYPE: S MIX PROPORTIONS: 1 cubic yard Strength Required 1800 psi @ 28 days Water To Consistency Time Sampled 8:00 AM Cement Premeasured Bag Mix Air Temperature 70 OF Lime -lbs. Mortar Temperature 73 OF Sand -lbs. Other Lab Data: SPECIMEN LAB TEST AGE DATE TOTAL LOAD • REMARKS # # (DAYS) TESTED (LBS.) — 1 I 7640 7 7-16 4,450 1420 2 7641 28 8 6 6,425 2050 3 7642 28 8-6 6,610 2100 Reinforcement Inspection: No N/A: Not Applicable Specimen Size: 2"x 4" Cylinder Conforms: N/A N/T: Not Tested Test Reference: UBC Std.21-16,ASTM C780 Attachments: No Inspector: DW Comments: Sample taken from mortar tub. Copies: Client Absher Construction Arlington Building Department Submitted By: Grant Richardson Technical Director \UlatlieMamrBPrgecla Teetirgl4Airglan 5Da0B3-PAGMOBmorbr This report shall not be reproduced except in full,without the written approval of GeoTesl Services,Inc The above test results relate only to the sample(or location)tested copyright©1993 GTS I I GE6 :11 SERVICES, INC. Engineers, Geologists and WABO Special Inspectors 741 Marine Drive• Bellingham,WA 98225•Phone 360.733.7318• Fax 360.733.7418 e.mail info@geotest-inc.com Mount Vernon office•Phone 360.848.7794 or 1.888.251.5276 CONCRETE STRENGTH TEST REPORT PROJECT: Arlington High School-Performing Arts Center JOB#: 3063 ADDRESS: Arlington,WA. REPORT* C15 CLIENT: Arlington School District DATE MOLDED: 7-17-03 CONTRACTOR: Absher Construction DATE RECEIVED: 7-18-03 SUPPLIER: Concrete Nor'West PAGE: 1 of 1 PERMIT#: Pending LOCATION OF POUR: Steped slab on grade G2-132.5 line GB-GC 1st 4 steps SAMPLE LOCATION: Middle 1/3 of 1st load Field Data: MIX# 6 sack w/WRA MIX PROPORTIONS 1 cubic and Truck/Ticket# 82/533904 Slump 4'/< in. Water 234 lbs. Strength Required 4000 psi @ 28 days Air Content -% Cement 562 lbs. Quantity Represented 20 cy Unit Weight -pcf Fly Ash -lbs. Air Temperature 56 of Coarse Agg. 1848 lbs. Mix Temperature 72 of Water Added Fine Agg. 1475 lbs. Time Batched 6:43 AM on Job -gals. NR-VVRA 4.09 oz./cwt Time Sampled 7:45 AM Water HR-WRA -oz./cwt Requested By - Air Entr. - oz./cwt Other:w/c 0.42 Lab Data: SPECIMEN LAB TEST AGE DATE TOTAL LOAD • REMARKS # # (DAYS) TESTED (LBS.) 1 7788 H 2 7789 28 8-14 3 7790 28 8-14 4 7791 7 7-24 111,735 4230 Reinforcement Inspection: I Yes N/A: Not Applicable Specimen Size: 6"x 12"Cylinder Conforms: Yes NIT: Not Tested Test Reference: ASTM C31, C39 Attachments: No Inspector: MW Comments: Concrete placed via pump truck. No vibratory consolidation used. Welded wire fabric was lifted during placement. Reinforcing steel complies to 5/S3.01, 6/S3.02. No exceptions noted. Copies: Client Arlington Building Department Absher Construction Submitted By' Grant Richardson Technical Director x nay,mT«u,wu�so-aoa�vnccic This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above test results relate only to the sample(or location)tested Copyright©1993 GTS i'i � I I I -., GEO . 'T SERVICES, INC. Engineers, Geologists and WABO Special Inspectors 741 Marine Drive a BeLtingham, WA 98225 a Phone 360.733.7318 e Fax 360.733.7418 e e.mail info@geotest-inc.com Mount Vernon office a Phone 360.848.7794 or 1.888.251.5276 CONCRETE STRENGTH TEST REPORT PROJECT: Arlington High School-Performing Arts Center JOB#: 3063 ADDRESS: Arlington,WA. REPORT#: C16 CLIENT: Arlington School District DATE MOLDED: 7-17-03 CONTRACTOR: Absher Construction DATE RECEIVED: 7-18-03 SUPPLIER: Concrete Nor'West PAGE: 1 of 1 PERMIT#: Pending LOCATION OF POUR: Wall for ramp B4 line BA,planter box B4 line BA SAMPLE LOCATION: Middle of 1st A/E load Field Data: MIX# ' MIX PROPORTIONS 1 cubic and Truck/Ticket# 160/533915 Slump 6 in. Water 254 lbs. Strength Required 4000 psi @ 28 days Air Content 4% Cement 560 lbs. Quantity Represented 25.5 cy Unit Weight -pcf Fly Ash 99 lbs. Air Temperature 66 of Coarse Agg. 1804 lbs. Mix Temperature 75 OF Water Added Fine Agg: 1217 lbs. Time Batched 8:28 AM on Job 5 gals. NR-WRA 4.25 oz./cwt Time Sampled 9:25 AM Water HR-WRA -oz./cwt Requested By Contractor Air Entr. 1.33 oz./cwt Other:w/c 0.38 Lab Data: SPECIMEN LAB NEST AGEI DATE TOTAL LOAD • REMARKS # # (DAYS) TESTED (LBS.) 1 7792 7 7-24 120,410 4260 2 7793 28 8-14 3 7794 28 8-14 4 7795 H Reinforcement Inspection: Yes NIA: Not Applicable Specimen Size: 6"x 12"Cylinder Conforms: Yes NIT: Not Tested Test Reference: ASTM C31, C39 Attachments: No Inspector: MW Comments: Concrete placed via pump truck and internally vibrated for consolidation. No exceptions noted. Copies: Client Arlington Building Department Absher Construction ' Submitted By: . Grant Richardson Technical Director xwnm.w,.e,pww�evxerneccm�,c This report sha4 not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above test results relate only to the sample(or location)tested Copyright 01993 GTS i I GEO SERVICES, INC. Engineers, Geologists and WABO Special Inspectors 741 Marine Drive•Bellingham, WA 98225•Phone 360.733.7318•Fax 360.733.7418•e.maiL info@geotest-inc.com Mount Vernon office•Phone 360.848.7794 or 1.888.251.5276 CONCRETE STRENGTH TEST REPORT PROJECT: Arlington High School-Performing Arts Center JOB#: 3063 ADDRESS: Arlington,WA. REPORT#: C17 CLIENT: Arlington School District DATE MOLDED: 7-21-03 CONTRACTOR: Absher Construction DATE RECEIVED: 7-22-03 SUPPLIER: Concrete Nor'West PAGE: 1 of 1 PERMIT#: Pending LOCATION OF POUR: PAC steps SAMPLE LOCATION: 2nd 10 cubic yard load Field Data: MIX# 6 sack w/WRA MIX PROPORTIONS 1 cubic ardL Truck/Ticket# 162/533947 Slump 5.0 in. Water 225 lbs. Strength Required 4000 psi @ 28 days Air Content -% Cement 564 lbs. Quantity Represented 30 cy Unit Weight -pcf Fly Ash 99 lbs. Air Temperature 60 IF Coarse Agg. 1804 lbs. Mix Temperature 72 OF Water Added Fine Agg. 1290 lbs. Time Batched 7:30 AM on Job 5 gals. NR-WRA 4.0 oz./cwt Time Sampled 8:15 AM Water HR-WRA -oz./cwt Requested By Contractor Air Entr. - oz./cwt -I Other:w/c Lab Data: SPECIMEN LAB TEST AGE DATE TOTAL LOADCOMPRESSIVEREMARKS # # (DAYS) TESTED (LBS.) 1 7833 7 7-28T 111,425 3940 2 7834 28 8-18 3 7835 28 8-18 4 7836 H Reinforcement Inspection: I Yes N/A: Not Applicable Specimen Size: 6"x 12"Cylinder Conforms: Yes N/T: Not Tested Test Reference: ASTM C31, C39 Attachments: r No Inspector: DW Comments: The welded wire and nosing bars for steps were in place per plans. Concrete placed via 42 meter pump. Copies: Client Arlington Building Department Absher Construction Submitted By: Grant Richardson Technical Director Jg0.Pm*M T—a Wirglon56aW1PA-17h This report shah not be reproduced except in full,without the written approval of GeoTesl Services,Inc. The above lest results relate only to the sample(or location)tested Copyright©1993 GTS i f �� 9F� GEO I F , A SERVICES, INC. Engineers, Geologists and WABO Special Inspectors / 741 Marine Drive•Bellingham, WA 98225•Phone 360.733.7318• Fax 360.733.7418 e.mail info@geotest-,QIL ,OF r� Mount Vernon office•Phone 360.848.7794 or 1.888.251.5276 CONCRETE STRENGTH TEST REPORT 'T0 PROJECT: Arlington High School-Performing Arts Center JOB#: 3063 ADDRESS: Arlington,WA. REPORT#: C13 CLIENT: Arlington School District DATE MOLDED: 6-23-03 CONTRACTOR: Absher Construction DATE RECEIVED: 6-25-03 SUPPLIER: Concrete Nor'West PAGE: 1 of 1 PERMIT#: Pending LOCATION OF POUR: Retaining and stair walls on the west side at Building 'B'main entrance SAMPLE LOCATION: 2nd truck 10 cubic yard load Field Data: MIX# 7.1 sack w/AE and WRA MIX PROPORTIONS 1 cubic yard:_ Truck/Ticket# 165/533387 Slump 5.0 in. Water 224 lbs. Strength Required 4000 psi @ 28 days Air Content 4.1 % Cement 566 lbs. Quantity Represented 60 cy Unit Weight -pcf Fly Ash 102 lbs. Air Temperature 56°F Coarse Agg. 1792 lbs. Mix Temperature 62 of Water Added Fine Agg. 1188 lbs. Time Batched 7:30 AM on Job 10 gals. NR-WRA 4.1 oz./cwt Time Sampled 8:40 AM Water HR-WRA -oz./cwt Requested By Contractor Air Entr. 1.3 oz./cwt Other:NC 534 -oz./cwt. Pozz_ Lab Data: SPECIMEN LAB TEST AGE DATE TOTAL LOAD • ' - REMARKS # # (DAYS) TESTED (LBS.) 1 7366 7 7-2 111,395 3940 2 7367 28 7-23 139,275 4920 3 7368 28 7-23 139,640 4940 4 7369 H Reinforcement Inspection: Yes N/A: Not Applicable Specimen Size: 6"x 12"Cylinder Conforms: Yes N/T: Not Tested Test Reference: ASTM C31, C39 Attachments: No Inspector: DW Comments: Wall reinforcing steel was found to conform with the approved plans and specifications. Concrete placed via 36 meter pump and internally vibrated. Copies: Client Arlington Building Department 01 Absher Construction Submitted By: f Grant Richardson Technical Director KNfmfech TaMti,g�l,p SDI ACC13 This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above test results relate only to the sample(or location)tested Copyright 01993 GTS i i I I u MASONRY PROJECT: Arlington High School - PAC JOB#: 3063 INSPECTION REPORT ADDRESS: 18821 Crown Ridge Blvd., Arlington REPORT#: M13 GEOTEST SERVICES, INC. CLIENT: Arlington School District DATE: 7-21 to 7-24-03 741 Marine Drive Bellingham,WA CONTRACTOR: Absher Construction PAGE: 1 of 1 phone: (360)733-7318 PERMIT#: INSPECTOR: DW fax (360)733-7418 Periodic Inspection Continuous Inspection O Date Item Inspected Location Elevation Comments 7-21 12" CMU walls G3, GA line and GD line 3816" -42'6" 7-21 8" CMU walls G4 line, GB line Rake wall to 28' 6" _ 7-23 12" CMU walls G3 line and GA to GD line 4216" -4616" 7-23 12" CMU walls GA line and G3 to G4 line 4216" -4616" 7-23 12" CMU walls GD line and G3 to G4 line 4216" .461611 7-24 8" CMU walls G1 lien and GB.5 to GC line 20' to 23'2" I Top of wall Reference Drawings: S4.01 and S501, S6.03, S6.05 Items Inspected Comments Material Conditions Grout Space Weather Conditions Sunny and 55 to 80' Weather Protection Walls and material covered Mechanical Positioners Vertical positioners in place Mechanical Consolidation Internal vibrated at placement and after initial set Reinforcement Conforms with plans and specifications Grout Information ❑ Smokey Point Ready Mix 6 sack 30/70 pea/sand Grouting Procedures Test Specimens ❑ None The above items were conforming nonconforming ❑ Comments: The 8" CMU wall at G1 line and GB.5 to GC line per detail 3/S6.03 requires continuous 1/4"x 5" plate for light gauge metal deck attachment. Contractor did not install at time of grout. Absher was informed and stated that bolts would be drilled and epoxied through A 1/4"x 5" plate for the deck attachment. All the embeds and reinforcing steel have been installed in accordance with the approved plans and specifications. "GeoTest will not be held responsible for layout of embeds and/or structure dimensions. rid locations Copies: Dist. Submitted by: l X.W�.J—T..11..Wlnm-9D-e ACMIM.Il, This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. C,poghl 01M G TW 5.M ,I= ��, . _ < 1 I GED '.S=' T SERVICES, INC. Engineers, Geologists and WABO Special Inspectors 741 Marine Drive•Bellingham,WA 98225 a Phone 360.733.7318•Fax 360.733.7418•e.mail info@geotest-inc.com V Mount Vernon office•Phone 360.848.7794 or 1.888.251.5276 411r, 'C:Q (— TEST REPORT C/,-),OF '?003 MOISTURE-DENSITY RELATIONS ❑ SOILS PROJECT: Olympic Place Retirement Home JOB NO: 333"4/N ADDRESS: 20909 Olympic Place, Arlington REPORT NO: S1 PTO CLIENT: Mountain West Senior Housing TEST DATE: 7-28-03 CONTRACTOR: Maddox PAGE NO: 1 of 1 SAMPLE SOURCE: Native SAMPLE DATE: 7-25-03 SAMPLE LOCATION: Composite within building pad top -6" below SAMPLED BY: DS topsoil LAB SAMPLE SOIL USCS PLUS PLUS TEST MAXIMUM OPTIMUM NO. TYPE SYMBOL 3/4"% #4% METHOD DRY DENSITY MOISTURE 1201 Poorly-Graded GP 32 60 ASTM D1557C 133.0 pcf 8.0% Gravel w/ Sand ASTM D4718 142.0 pcf 6.0% MOISTURE-DENSITY CURVE SIEVE ANALYSIS 145 l I _L SIEVE PASSING SPEC. SPEC. Rock _ SIZE % " —Correction _ — 3" 100 ' ' Saturation 88 140 I I Curve I 3/4" 68 3/8" 52 ##4 40 j — I t #10 31 #20 24 135 I I #40 13 w #60 6 d #100 4 co p o #200 2.4 z - 0 130 a N w 125 _ _ *SPECIFICATION: Structural Fill o — _ Dry Sieve: ASTM C136 Wet Sieve: ASTM C117 120 115 2 4 6 8 10 12 14 MOISTURE CONTENT ❑ PERCENT OF DRY WEIGHT — Comments: Copies: Client Submitted By: Grant Richardson Technical Director This report shall not be reproduced except in full,without the written approval of Geo\Test Services,Inc. The above test results relate only to the sample(or location)tested. ,N .s GEO I SERVICES, INC. Engineers, Geologists and WABO Special Inspectors 741 Marine Drive• Bellingham,WA 98225 Phone 360.733.7318• Fax 360.733.7418 e.maiI info @geotest-mfcQC' V�r ED Mount Vernon office•Phone 360.848.7794 or 1.888.251.5276 COdNC�ETE S RE TH TEST REPORT PROJECT: Arlington High School-Performing ter JOB#: CITY OF t�INGr�ADDRESS: Arlington,WA. REPORT#: T� N CLIENT: Arlington School District DATE MOLDED: 9-8-03 CONTRACTOR: Absher Construction DATE RECEIVED: 9-9-03 SUPPLIER: Concrete Nor'West PAGE: 1 of 1 PERMIT#: Pending LOCATION OF POUR: Suspended slab sections, East and West sides of Stage at Locations G3/GC and GB and retaining wall on NW corner, Fine Arts. SAMPLE LOCATION: Middle 7 cubic yards,7 cubic yards cumulative at hopper Field Data: _ MIX# 02600, 6 sack w/WRA MIX PROPORTIONS (1 cubic yard): Truck/Ticket# 82/176209 Slump 3.0 in. Water —243 lbs. Strength Required 4000 psi @ 28 days Air Content -% Cement 567 lbs. Quantity Represented *7 cy Unit Weight -pcf Fly Ash bs. Air Temperature 56 OF Coarse Agg. 1866 lbs. Mix Temperature 72 OF Water Added Fine Agg. 1497 lbs. Time Batched 6:59 AM on Job -gals. NR-WRA 4.0 oz./cwt Time Sampled 8:00 AM Water HR-WRA -oz./cwt Requested By - Air Entr. - oz./cwt Other:w/c - Lab Data: SPECIMEN LAB TEST AGE DATE TOTAL LOAD • REMARKS # # (DAYS) TESTED (LBS.) IC111101 1 8732 7 9-15 116,720 4130 2 8733 28 10-6 3 8734 28 10-6 4 8735 H Reinforcement Inspection: LZ N/A: Not Applicable Specimen Size: 6"x 12"Cylinder Conforms: NIT: Not Tested Test Reference: ASTM C31, C39 Attachments: Inspector: CC Comments: Reinforcement for slab sections per Sheet S2.01 and retaining wall per schedule. Concrete was placed via pump truck and mechanically consolidated. *An additional truck was provided with 9 cubic yards, —4 cubic yards was used for the retaining wall. Mix #1570AF5, 7.1 sack, Fly Ash, WRA, AEA., placed with an --4" slump and mechanically consolidated. Copies: Client Arlington Building Department Absher Construction Submitted By: Grant Richardson Technical Director xiP-*WT..c.�umWonsoaoa3vnccieranc This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above test results relatg only,to the sample(or location)tested Copyright©1993 GTS - o - 4 9 I I 1 GEO . 1 SERVICES, INC. Engineers, Geologists and WABO Special Inspectors 741 Marine Drive•Bellingham, WA 98225•Phone 360.733.7318•Fax 360.733.7418•e.mail info@geotest-inc.com Mount Vernon office•Phone 360.848.7794 or 1.888.251.5276 CONCRETE STRENGTH TEST REPORT PROJECT: Arlington High School-Performing Arts Center JOB#: 3063 ADDRESS: Arlington,WA. REPORT#: C20 CLIENT: Arlington School District DATE MOLDED: 9-9-03 CONTRACTOR: Absher Construction DATE RECEIVED: 9-11-03 SUPPLIER: Concrete Nor'West PAGE: 1 of 1 PERMIT#: Pending LOCATION OF POUR: —Slab on deck and top two seating steps between Lines—GB-GC and G1.5-G2.2. SAMPLE LOCATION: Middle 10 cubic yard load,20 cubic yards cumulative at hopper Field Data: _ MIX# 15AR41S1 7 sack,WRA MIX PROPORTIONS(1 cubic yard): Truck/Ticket# 82/535197 Slump 5.0 in. Water -284*lbs. Strength Required 4000 psi @ 28 days Air Content -% Cement 559 lbs. Quantity Represented —57 cy Unit Weight -pcf Fly Ash 100 lbs. Air Temperature 58 of Coarse Agg. 1274 lbs. Mix Temperature 72 °F Water Added Fine Agg. 1880 lbs. Time Batched 9:51 AM on Job 10 gals. NR-WRA 4.2 oz./cwt Time Sampled 10:35 AM Water HR-WRA -oz./cwt Requested By Contractor Air Entr. - oz./cwt Other:w/c 0.43 Lab Data: SPECIMEN LAB TEST AGE DATE TOTAL LOAD • - REMARKS # # (DAYS) TESTED (LBS.) 1 8769 7 9-16 95,390 3370 2 8770 28 10-7 3 8771 28 10-7 4 8772 H Reinforcement Inspection: Yes N/A: Not Applicable Specimen Size: 6"x 12"Cylinder Conforms: Yes NIT: Not Tested Test Reference: ASTM C31,C39 Attachments: No ! Inspector: CC Comments: Reinforcement was secure and in place per S2.01. Concrete was placed via pump truck, no mechanical consolidation, hand screeded and power trowel. Pump truck breakdown caused a delay on the fifth load, west side of landing area with no visible effects to the quality of placement. No cold joint was visible at the time of placement. Toppings for stairs at north end of Fine Arts Building will be placed at a later date. Copies: Client Arlington Building Department Absher Construction Submitted By: 'Zi�' Grant Richardson Technical Director X: ,.*-Teeft-ingbnSO�ACCP . This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above test results relate only to the sample(or location)tested Copyright©1993 GTS I +I I I I STRUCTURAL STEEL PROJECT: Arlington High School-Performing JOB#: 3063 INSPECTION REPORT Arts Center ADDRESS: 18821 Crown Ridge Boulevard, REPORT#: W10 Arlington GEOTEST SERVICES, INC. CLIENT: Arlington School District DATE: 9-10 &9-12-03 741 Marine Drive Bellingham,WA CONTRACTOR: Absher/J &S Services PAGE: 1 of 1 Be phone: (360)733-7318 WEATHER: Partly Sunny 651 PERMIT#: fax (360)733-7418 INSPECTOR: DW _Type of Inspection: Visual Weld Items Inspected Location Reference Comments Drawing Roof Decking High Roof GA to GD 1/6.03, S4.02 Roof Decking GA to FE, G3 to G1 and FE to GC 1/603, 2/6.03/S4.02 The above items were conforming).conforming).7 nonconforming❑ Reference Fabrication Welders Comments -Welders Name/Cert No. W Inspection Code Code Certification E AWS D1.1 AWS ❑ WABO Previously verified L D AWS D1.3 AISC ❑ AWS-SMAW I I AWS D1.4 ❑ AWS-FCAW ❑ N UBC G AISC ❑ Procedures ❑ B Size Type Torque Method Comments O ASTM A307 ❑ Turn-of-Nut ❑ L ASTM A325 ❑ Cal. Torque Wrench ❑ T I ASTM A490 ❑ Load Indicating ❑ N AISC ❑ G ' UBC ❑ Comments: The above roof deck was found to conform for puddle, seam welds and button punching. The structural steel framing is in process at this time. Copies: Client Absher Construction Arlington Building Department Submitted By: Grant Richardson Technical Director x:wfr jf TrlingNdl.glen enaoesancwlu This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. CepoOt J IN3 C Te lSery ,Inc r , I I� . � 1 GED1. SERVICES, INC. Engineers, Geologists and WABO Special Inspectors 741 Marine Drive• Bellingham, WA 98225 a Phone 360.733.7318•Fax 360.733.7418 e.mail info@geotest-inc.com Mount Vernon office•Phone 360.848.7794 or 1.888.251.5276 REe 1 . .,- CONCRETE STRENGTH TEST REPORT PROJECT: Arlington High School-Performing Arts Center 0 8J c 3063 ADDRESS: Arlington,WA. REPORT#: C18 CLIENT: Arlington School District AREW-MOLDED: 8-29-03 CONTRACTOR: Absher Construction a KYCEIVED: 9-2-03 SUPPLIER: Concrete Nor'West PAGE: 1 of 1 PERMIT#: Pending LOCATION OF POUR: Mechanical room Mezzanine slab-on-deck SAMPLE LOCATION: Middle of 1st 10 cubic yard load Field Data: MIX# 2600, 6 sack w/WRA MIX PROPORTIONS 1 cubic yard): Truck/Ticket# 28/534955 Slump 5.5 in. Water 247 lbs. Strength Required 4000 psi @ 28 days Air Content -% Cement 560 lbs. Quantity Represented -cy Unit Weight -pcf Fly Ash bs. Air Temperature 57°F Coarse Agg. 1850 lbs. Mix Temperature 70 IF Water Added Fine Agg. 1476 lbs. Time Batched 6:59 AM on Job 14 gals. NR-WRA 4.1 oz./cwt Time Sampled 8:37 AM Water HR-WRA -oz./cwt Requested By Contractor Air Entr. - oz./cwt Other:w/c - Lab Data: SPECIMEN LAB TEST AGE DATE TOTAL LOAD • REMARKS # # (DAYS) TESTED (LBS.) 1 8593 7 9-5 92,390 3270 2 8594 28 9-26 126,815 4490 3 8595 28 9-26 126,075 4460 4 8596 H I Reinforcement Inspection: Yes i NIA: Not Applicable Specimen Size: 6"x 12"Cylinder Conforms: i� N/T: Not Tested Test Reference: ASTM C31, C39 Attachments: 1 No Inspector: DB Comments: Concrete was placed via pump and hand screed. Reinforcement conforms with the applicable details on sheets S2.02, S6.01, S6.02 and S6.03 of the approved plans. Copies: Client Arlington Building Department Absher Construction Submitted B :. Grant Richardson Technical Director 7CWMKS T.W*W Qy SO4M4Pn=11 This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above test results relate only to the sample(or location)tested Copyright©1993 GTS I I ,, ' STRUCTURAL STEEL PROJECT: Arlington High School-Performing JOB#: 3063 INSPECTION REPORT Arts Center ADDRESS: 18821 Crown Ridge Boulevard, REPORT#: W11 Arlington GEOTEST SERVICES, INC. CLIENT: Arlington School District DATE: 9-17-03 741 Marine Drive CONTRACTOR: Absher 1 J &S Services PAGE: 1 of 1 Bellingham,WA phone: (360)733-7318 WEATHER: Partly Cloudy PERMIT#: fax (360)733-7418 INSPECTOR: DW T pe of Inspection• Visual Weld and Drilled and Epoxied All-Thread Items Inspected Location Reference Comments Drawin 1. 1" Anchors at tube steel 5' G3 line at GB to GC line 51S6.05 RFI#-verbal x 5' x 114 121S6.03 Not Installed 2. Roof Framingcollector G2 line at GB line 3. Roof Joist collector G2 to G3 line 101S6.04 Not Installed 4. Tube Steel colum G1 81S6.05 Not Installed 5. W18 x 55 roof beam to FE line to CMU wall - No connection Building F 6. Roof framing beam to Bolts and hole -Do not line up 1316.05 No connection column The above items were conforming ❑ nonconforming'-9 *SEE BELOW Reference Fabrication Welders Comments-Welders Name/Cert No. W Inspection Code Code Certification E AWS D1.1 AWS ❑ WABO Previously verified pAWS DU AISC ❑ AWS-SMAW✓g I AWS D1.4 ❑ AWS-FCAW N UBC ,0i G AISC Procedures ❑ B Size 1 Type Torque Method Comments p ASTM A307 ❑ Turn-of-Nut ❑ L ASTM A325 ❑ Cal.Torque Wrench ❑ T I ASTM A490 ❑ Load Indicatin ❑ N AISC ❑ G UBC ❑ Comments: *Only Item#1 was conforming. #1 The drilled and epoxied anchor for the tube steel to proscenium column have been installed per engineers direction. All holes were drilled to 12" embedment. Holes were cleaned out and brushed out. Item #2 thru 6 have not been completed at this time. Engineer of record needs to address the roof beams that do not bolt up and the steel erector needs to install column and continue to install and weld the collector steel. Copies: Client Absher Construction Arlington Building Department Submitted By: 2 � { Grant Richardson Technical Director X:b.J—T-...V,d1n0—SO—ACW11 This report shall not be reproduced except in full,without the written approval of GeoTest services,Inc. C,pyilphl C 1�G Tnl S•Mcez.Inc • x I I I G E 0 , SERVICES, INC. Engineers, Geologists and WABO Special Inspectors 741 Marine Drive•Bellingham, WA 98225•Phone 360.733.7318• Fax 360.733.7418•e.mail info@geotest-inc.com Mount Vernon office•Phone 360.848.7794 or 1.888.251.5276 CONCRETE STRENGTH TEST REPORT PROJECT: Arlington High School-Performing Arts Center JOB#: 3063 ADDRESS: Arlington, WA. REPORT#: C18 CLIENT: Arlington School District DATE MOLDED: 8-29-03 CONTRACTOR: Absher Construction DATE RECEIVED: 9-2-03 SUPPLIER: Concrete Nor'West PAG4 1 of 1 PER t � Pending LOCATION OF POUR: Mechanical room Mezzanine slab-on-deck SAMPLE LOCATION: Middle of list 10 cubic yard load �,�� V�Q Field Data: MIX# 2600, 6 sack w/WRA _ MIX PROPOWLPBS 1 cubic a d : Truck/Ticket# 28/534955 Slump 5.5 in. Water p� Strength Required 4000 psi @ 28 days Air Content -% Cement 560 IFi1N/AtQ Quantity Represented -cy Unit Weight -pcf Fly Ash bs. Air Temperature 57 OF Coarse Agg. 1850 lbs. Mix Temperature 70 IF Water Added Fine Agg. 1476 lbs. Time Batched 6:59 AM on Job 14 gals. NR-WRA 4.1 oz./cwt Time Sampled 8:37 AM Water HR-WRA -oz./cwt Requested By Contractor Air Entr. - oz./cwt _ Other:w/c - Lab Data: SPECIMEN LAB 'TEST AGE DATE TOTAL LOAD • REMARKS # # (DAYS) TESTED (LBS.) 1 8593 7 9-5 92,390 3270 2 8594 28 9-26 3 8595 28 9-26 s r f2 E-c-t 4 W, 4 8596 H 9 �j 3 Reinforcement Inspection: Yes N/A: Not Applicable Specimen Size: 6"x 12" Cylinder Conforms: Yes N/T: Not Tested Test Reference: ASTM C31, C39 Attachments: No Inspector: DB Comments: Concrete was placed via pump and hand screed. Reinforcement conforms with the applicable details on sheets S2.02, S6.01, S6.02 and S6.03 of the approved plans. Copies: Client Arlington Building Department Absher Construction Submitted By: Gran Richardson Technical Director x:W,q.WT.hn",gl nBD40B Acc10rpic This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. The above test results relate only to the sample(or location)tested.Copyright 0 1993 GTS I' I I I " Hutteball & Oremus A R C H I T E C T U R E 720 Market Street, Suite H, Kirkland,WA phone 425.828-8948 fax 425.828-9067 To: IFrom: Date:08/08/05 Mr. David Anderson, Tom Chapel Building Official Response to 6/17/2005 Plumbing Review City of Arlington, WA Regarding: Comments 238 North Olympic Avenue Weston Alternative High Arlington, WA 98223 School and Freshman Academy Arlington Public Schools Remarks: Dear Dave, Following is our response to the Utilities Division Plumbing comments memo dated June 17, 2005, of which we received a copy on August 5th: 1. This project is essentially a tenant improvement, and the school district does not intend to, or have the funds available to update the entire system in this building. 2. A backflow preventer will be provided for the fire suppression system. 3. We will provide a package of new plumbing fixture information as requested. 4. New backflow preventers will be approved assemblies. 5. New backflow preventers will be tested prior to occupancy. 6. City of Arlington will be notified to inspect water assemblies following testing. 7. We have addressed the uses of the science room with the Snohomish County Health Department. See attached letter. 8. Since corrosives, irritants or hazardous materials are not being used in the science program, there is no intent to install a monitoring manhole. The school district does'nt have the funds available for this work. 9. This is similar to a typical high school"Home Economics" classroom, a teaching station with perimeter kitchens and teacher's demonstration table. Vented range hoods will be provided at each perimeter range. A central ventilation system is also provided for this space. The program uses the same equipment,materials, ingredients and methods used in a typical home setting. 10. No meals will be prepared at this school for the high school or freshman academy. Students will bring bag lunches from outside the facility, or will eat outside the facility. 11. (E)refers to"Existing". 12. No fertilizers,pesticides or other like chemicals will be discharged to the sanitary sewer. The pump is being installed as a means to reduce the amount of sawcutting for waste piping. 13. This must be reviewed with the school district. The district does not own the property. This project is essentially a tenant improvement, and we believe the agreement may not be applicable in this case. 14. We believe this may need to be directed to the property Owner. Please let me know if you need any additional information. copy: Heidi Berger-Hansen,Linda Byrnes,Terry Marsh-Arlington Public Schools Arnie Morales -Hargis Engineers I I i Hutteball & Oremus A R C H i T E C T U R E 720 MARKET ST., SUITE H, KIRKLAND, WA 98033 phone 425.828-8948 fax 425.828-9067 July 21,2005 Mr.Donald Hallwhich Environmental Health Division 3020 Rucker Avenue Suite 104 Everett,WA 98201-3900 Re: WESTON ALTERNATIVE HIGH SCHOOL AND FRESHMAN ACADEMY Arlington Public Schools Dear Mr. Hallwhich, Following is our item-by-item response to the plan review comments in your June 30,2005 letter: 1. The science program in this alternative high school is very general in nature, and does not introduce corrosives,strong irritants or toxic chemicals into the school. The school district has reviewed material safety data sheets for all materials used in the program,and have found none that require flushing of skin or eyes. 2. See response to item#1 above. 3. The school district has a first aid kit in their current alternative science program facility, and will be relocating this kit along with other existing equipment and furnishings to the new facility. The district has a program to keep the first aid kit up-to-date. 4. The exhaust fan is independent of the HVAC system and exhausts directly to the outdoors. The exhaust system is shown on sheets M3.1,M4.1, M5.1 and on the equipment schedule. The fan is located approximately 17 feet from the nearest outside air intake(RTU—05)as shown on the roof plan. 5. Minimum outside air of 20 CFM/student will be provided for the science room. Refer to comment 4 above for location of roof vents. 6. There will not be gas provided to the science room. Gas piping for this project is shown on sheets M2.2,M5.1,M5.2,and serves only mechanical heating equipment. 7. Workroom N04 is a general workroom,and is not intended to be a preparation room for the science program. The science classroom will be used as a regular classroom much of each class day. The workroom serves the Freshman Academy Commons(Room N10) and will be used by the entire staff of the Freshman Academy,who will teach in classrooms N07,N11,N12 and N13. 8. Attached is a letter from the electrical engineer for this project certifying that the lighting proposed for the facility meets or exceeds the minimum requirements of WAC 246-366-120. i Mr.Donald Hallwhich Environmental Health Division Date: 07/21/05 Page 2 of 3 9. Return grilles will be added for classroom N12,Library N21, Small group N19,Equipment room N14,Office 510,and Staff 509. A change proposal will be prepared for the Contractor, and a copy will be mailed to you. 10. The school district has a Skutt Automatic Kiln,Model#KM1227,which will have a downdraft vent at the base of the unit.The powered vent will be ducted to the adjacent exterior wall,where an 18"x 18"louver is shown on the building wall on sheet M3.2, located west of the kiln.The kiln is intended for the Arts program,which will use room 516. There will be 2 classes of up to 12 students in the room most school days. The kiln will not be used during all art class periods. This automatic kiln and vent can be programmed to either fire projects during the night,or during the class day. 11. The horticulture room would be classroom N25,if the horticulture program is incorporated into the school program next year. A greenhouse at the current Weston Alternative High School site may be relocated to the site in the area north of the existing loading zone on the north side of the building. Most likely,the program would be offered for one period per day. 12. Building code occupancy loads are identified on Drawing AO-1. All classrooms will not be occupied at all times. Following is the estimated number of students per classroom: • Independent Study N07 10— 12 students • Classroom NI 12— 15 • Classroom N12 12— 15 • General Science N13 10- 12 • Library N21 15—20 • Special Education N23 5-8 • Classroom N25 10— 15 • Classroom N27 10— 15 • Classroom N28 10— 15 • Classroom S19 10— 15 • Classroom S18 10— 15 • Art Classroom S16 10- 12 • Business Classroom S13 12- 18 • Family/Consumer Sciences S12 12- 18 13. There will be no food preparation or staging area for dining in this school. Students who remain at this building will eat lunches brought from home in the classroom or commons area,while others take their lunches at the nearby Arlington High School. 14. See response to item#13 above. We trust the information above will answer your questions about this facility. Please let me know if you need any additional information. 1 1 w Mr.Donald Hallwhich Environmental Health Division Date: 07/21/05 Page 3 of 3 Sincere , Hutte 1&Oremus Archite ure Th etas Chapel Project Architect Copy: Linda Byrnes,Arlington Public Schools Heidi Berger-Hansen,Arlington Public Schools Maureen Stanton, Arlington Public Schools Encl: 1 page I I I 1 �; a 2001 Washington State Nonresidential Energy Code Compliance Form , Lighting Summary 2001 Washington Slate Nonresidential Energy Code Compliance Forms June 2001-KJM Project Info Project Address 1 -ARLINGTON HIGH SCHOOL PAC Date 7/23/02 �-E e tjrt e 2 - ARLINGTON SCHOOL DISTRICT No.16 For Buil 1/ t ` 3 - ARLINGTON, Washington Applicant Name: 4 - ARLINGTON SCHOOL DISTRICT JUL 24 Applicant Address: 5 -ARLINGTON, WASHINGTON a IS/" Applicant Phone: 6 - Fill out this line on PRJ-SUM 6WCO F ARLINGTON Project Description ❑ New Building ❑ Addition ❑ Alteration ❑Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option Prescriptive Q Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist(over). Indicate Prescriptive&LPA spaces clearly on plans.) Alteration Exceptions ❑ No changes are being made to the lighting (check appropriate box) I❑ Less than 60%of the fixtures are new,and installed lighting wattage is not being increased Maximum Allowed Lighting Wattage (Interior) Location Allowed (floor/room no.) Occupancy Description Watts per ft2** Area in ft2 Allowed x Area PERFORMING ARTS CENTER 1.00 21353.0 21353.0 CATWALK 1.00 602.0 602.0 ntEZZANINE 0.80 2180.0 1744.0 **From Table 15-1 (over)-document all exceptions on form LTG-LPA Total Allowed Watts 23699.0 Notes: 1. Use manufacturer's listed maximum input wattage. For hard-wired ballasts only,the default table in the NREC Technical Reference Manual may also be used 2. Include exit lights unless less than 5 watts per fixture. Proposed Lighting Wattage (Interibilst all fixtures.For exempt lighting,not exception and leave Watts/Fixture blank. Location Number of Watts/ Watts (floor/room no.) Fixture Description Fixtures Fixture Proposed AL-1 AISLE LIGHTS 4 25.0 100.0 AL-2 WALKWAY LIGHTS 17 9.0 153.0 DI-1 MAKE-UP STATION LIGHTS 4 320.0 1280.0 PF-1 STRIP FLUORESCENT 12 30.0 360.0 PF-2 PENDENT FLUROESCENT 17 59.0 1003.0 PH-1 PENDENT METAL HALIDE 9 282.0 2538.0 PI-1 AUDITORIUM LIGHTING 12 275.0 3300.0 PI-2 AUDITORIUM LIGHTING 10 275.0 2750.0 PI-3 AUDITORIUM LIGHTING 2 275.0 550.0 RF-1 2X4 TROFFER 17 59.0 1003.0 RF-3 9" DOWNLIGHT 29 76.0 2204.0 RF-4 S-- INCANDESCENT DOWNLIGHT 10 100.0 1000.0 RF-5 2X4 TROFFER 2 59.0 118.0 RF-6 2X4 TROFFER 13 30.0 390.0 RF-7 12• METAL HALIDE DOWNLIGHT 11 192.0 2112.0 SF-1 4' STRIP FLUORESCENT 4 59.0 236.0 SF-2 1X4 SURFACE FLUORESCENT 18 59.0 1062.0 SF-3 STAIRWAY LIGHT 17 30.0 510.0 SI-1 STAGE FLOOD LIGHT 4 550.0 2200.0 SL-1 APRON SAFETY LIGHT 1 0.2 0.2 TI-1 TRACK LIGHT 4 75.0 300.0 TI-2 TRACK LIGHT 2 50.0 100.0 2001 Washington State Nonresidential Energy Code Compliance Form Dh7-3 WALL WASH 6 30.0 180.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 23449.2 Maximum Allowed Lighting Wattage (Exterior) Allowed Watts Area in fe Allowed Watts Location Description per ft2 or per If (or If for perimeter) x fe(or x If) Covered Parking (standard paint) 0.2 W/ft2 Covered Parking (reflective paint) 0.3 W/ft2 Open Parking 0.2 W/ft2 Outdoor Areas 0.2 W/ft2 Bldg.(by facade) 0.25 W/ft2 Bldg.(byperim) THEATER PERIMETER 7.5 W/If 403.0 3022.5 Note:for building exterior,choose either the facade area or the perimeter method,but not both) Total Allowed Watts 3 022.5 Use mfgr listed maximum input wattage. For fixtures with hard-Mrec nallasis n Proposed Lighting Wattage (Exterior) the default table in the NREC Technical Reference Manual may also be used. Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed WH-1 5 110.0 550.0 WH-z 1 295.0 295.0 Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts 845.0 y • X � I {i 1994 Washington State Nonresidential Energy Code Compliance Form • ry Clim' r 1994 Washington State Nonresidential Energy Code Compliance Forms June,1995 Project Info Project Address Arlington High School Performing Arta Center Date 7/22/02 18821 Crown Ridge Blvd. For Building Department Use Arlington , WA 98223 Applicant Name: Mccranahan Architects Applicant Address: 2111 Pacific Ave, Ste #too, Tacoma, SPA 98402 Applicant Phone: 253-383-3084 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 O 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. 1546.0 - 12674 .0 X 100 = 12 .2% O 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 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 30.0 If project qualifies for Concrete/Masonry Option,list walls with HC>_9.0 Btu/f?-°F below(other walls must meet All Other Roofs 21.0 Opaque Wall requirements). Use descriptions and values Opaque W alls 11.0 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 10.0 Radiant Floors Maximum U-factors Opaque Doors 0.600 Vertical Glazing 0.900 Overhead Glazing Maximum SHGC(or SC) Vertical/Overhead Glazing 1.000 Semi-heated space* Minimum Insulation R-values Roofs Over Semi-Heated Spaces* 'Refer to Section 1310 for qualifications and requirements SI qq Notes: RECEIVFn JUL 2 4 2002 CITY OF ARLING-1 UN k �` e 1994 Washington State Nonresidential Energy Code Compliance Form Building Permit Plans 1994 Washington Stale Energy Code Compliance Forms June,1995 Project Address Arlington High School Performing Arts Center Date 7/22/02 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability Code Location Building Department (yes,no,n.a.) I Section Component Information Required on Plans Notes GENERAL REQUIREMENTS (Sections 1301-1314) 1301 Scope Unconditioned spaces identified an plans If allowed yea 1302 Space heat type: MECH Other If"Other", PLANS indicate on plans that electric resistance heat is not allowed n.a. 1310.2 Semi-heated s aces Semi-heated spaces identified on plans if allowed 1311 Insulation yes 1311.1 Insul.installation Indicate densities and clearances A4.02 yes 1311.2 Roof/ceiling insul. Indicate R-value on roof sections for attics and other roofs; A4.02 Indicate clearances for attic insulation; Indicate baffles if eave vents installed; Indicate face stapling of faced batts yea 1311.3 Wall insulation Indicate R-value on wall sections; A4.02 Indicate face stapling of faced batts; Indicate above grade exterior insulation is protected; Indicate loose-Fill core insulation for masonry walls as necess; Indicate heat capacity of masonry walls if masonry option is used or if credit taken in ENVSTD; n.a. 1311.4 Floor insulation Indicate R-value on floor sections; Indicate substantial contact with surface; Indicate supports not more than 24"o.c.; Indicate that insulation does not block airflow through foundation vents yea 1311.5 Slab-on-grade floor Indicate R-value on wall section or foundation detail; A6.02- Indicate slab insulation extends down vertically 24"from top; A6.04 Indicate above grade exterior insulation is protected n.a. 1311.6 Radiant floor Indicate R-value on wall section or foundation detail; Indicate slab insulation extends down vertically 36"from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where re 'd.by Official yes 1312 Glazing and doors Provide calculation of glazing area(including both vertical A10.01- vertical and overhead)as percent of gross wall area Alo.04 'Yea 1312.1 U-factors Indicate glazing and door U-factors on glazing and door A10.01- schedule(provide area-weighted calculations as necessary); A10.04 Indicate if values are NFRC or default,if values are default then specify frame type,glazing layers,gapwidth,low-e coatings,gas fillings yes 1312.2 SHGC&SC Indicate glazing solar heat gain coefficient or shading Ala.01- coefficient on glazing schedule(provide area-weighted A10.04 calculations as necessary) 1313 Moisture control yes 1313.1 Vapor retarders Indicate vapor retarders on warm side A4.02 yes 1313.2 Roof/ceiling vap.ret. Indicate vapor retarder on roof section; A4.02 Indicate va .retard.with sealed seams for non-wood struc. yea 1313.3 Wall vapor retarder Indicate vapor retarder on wall section A4.02 yes 1313.4 Floor vapor retarder Indicate vapor retarder on floor section A4.02 n.a. 1313.5 Crawl space vap.ret. Indicate six mil black polyethylene overlapped 12"on ground 1314 Air leakage yea 1314.1 Bldg.envel.sealing Indicate sealing,caulking,gasketing,and weatherstripping A6.01- A6.04 Yee 1314.2 Glazing/door sealing Indicate weatherstripping A10.01 yea 1314.3 Assemb.as ducts Indicate sealing,caulking and gasketing 1589 PRESCRIPTIVE/COMPONENT PERFORMANCE(Sections 1320.23 or 1330-34) yes Envelope Sum.Form Completed and attached. ENV Provide component performance worksheet if necessary UA [Provide ENVSTD screen 1 output if necessary If"no"Is shown for any question,provide explanation: ` _ - I �I I �� 1994 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary MECH-SUM 1994 Washington State Nonresidential Energy Code Compliance Forms June,1995 Project Info Project Address Arlington High School Performing Arts Center Date 7/22/02 18821 Crown Ridge Blvd. For Building Dept.Use Arlington , WA 98223 Applicant Name: Mecranahan Architects Applicant Address: 2111 Pacific Ave, Ste #100, Tacoma, WA 98402 Applicant Phone: 253-383-3084 Project Description 4-PIPE FAN COIL SYSTEM UTILIZING PACKAGED AIR COOLED CHILLERS, COPPER-FIN Briefly describe mechanical system TYPE BOILERS AND VARIABLE SPEED PUMPING. ALL THE MAIN EQUIPMENT type and features. (CHILLERS, BOILERS AND PUMPS)ARE PART OF CURRENT SCHOOL PROJECT. Compliance Option Q Simple System Q Complex System 0 Systems Analysis (See Decision Flowchart(over)for qualifications.Use separate MECH-SUM for simple&complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans,fill in the required information below. Cooling Equipment Schedule Equip. Capacityz OSA CFM SEER ID Brand Name' Model No.1 Btu/h Total CFM or Econo? or EER IPLV3 Location SEE SHEET M1.01 Heating Equipment Schedule Equip. Capacityz OSA cfm ID Brand Name' Model No.1 Btu/h Total CFM or Econo? Input Btuh Output Btuh Efficiency, SEE SHEET M1.01 Fan Equipment Schedule Equip. ID Brand Name' Model No.1 CFM SP' HP/BHP Flow Controls Location of Service SEE SHEET M1.01 'If available. z As tested according to Table 14-1,14-2 or 14-3. 3 If required. ,COP,HSPF,Combustion Efficiency,or AFUE,as applicable. s Flow control types:variable air volume(VAV),constant volume(CV),or variable speed(VS). _ _ _ �• __ _ 1 1994 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary (back) MECH-SUNI, System Description If Heating/Cooling Constant vol? Air cooled? Packaged sys? <54,000 Btuh See Section 1421 for full description of or Cooling Only: Split system? Economizer included? or 1900 cfm? Simple System qualifications. If Heating Only: <5000 cfm? <70%outside air? Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not,either the Complex System or Systems Analysis Options must be used. Start System Type atin Cbolin �nstanntt - or Cooling Only no yes Heating Only r Cooled? <5000 cfm? no no yes Reference yes Sec. 1421 <70%OA yes no yes no ,000 Btu h Split no 1900 cfm? em? no yes -_ yes Econo Included? �Refrence Ol>D Btuno yes 1423 1900 cfm? no yes Simple System AI I mAed Reference Sec. 1420 Y Use Complex Reference — System Sec. 1430 , Refer to MECH-COMP Mechanical Complex Systems for assistance in determining which Complex Complex Systems Systems requirements are applicable to this project. _� I 1994 Washinc ton State Nonresidential Energ Code Compliance Form Mechanical Permit Plans Checklist E:C;H, . 199::W asningmn Slate Energy Code Compliance Fotrns June,1'r Project Address Arlington Nigh School Performing Arts Center Date 7/22/02 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability Code Location Building Department (yes,no,n.a.) I Section Component Information Required on Plans Notes HVAC REQUIREMENTS (Sections 1401-1424) 1411 Equipment performance :L.a. 1411.4 Pkg.elec.htg.&clg. List heat pumps on schedule yes 1411.1 Minimum efficiency Equipment schedule with type,capacity,efficiency M1.01 1412 HVAC controls yes 1412.1 Temperature zones Indicate locations on plans M4.01 yes 1412.2 Deadband control Indicate 5 degree deadband minimum 15970.0 :1.a. 1412.3 Humidity control Indicate humidistat yes 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff.day types 15970.0 yes 1412.4.1 Dampers Indicate damper location and automatic controls M1.01 z.a. 1412.5 Heat pump control Indicate microprocessor on thermostat schedule :3..a. 1412.6 Combustion htg. Indicate modulating or staged control yes 1412.7 Balancing Indicate balancing features on plans M4.01 yes 1422 Thermostat interlock Indicate thermostat interlock on plans M4.01 yes 1423 Economizers Equipment schedule M1.01 1413 Air economizers yes 1413.1 Operation Indicate 100%capability on schedule M1.01 yes 1413.2 Control Indicate controls able to evaluate outside air 15970.0 a.a. 1413.3 Integrated operation Indicate capability for partial cooling 1414 Ducting systems yes 1414.1 Duct sealing Indicate sealing necessary 15891.0 yes 1414.2 Duct insulation Indicate R-value of insulation on duct 15290.0 yes 1415.1 Piping insulation Indicate R-value of insulation on piping 15260.0 •2.a. 1424 Separate air sys. Indicate separate systems on plans yes Mech.Sum.Form Completed and attached. Equipment schedule with types, NECH input/output,efficiency,cfm,hp,economizer Sum SERVICE WATER HEATING AND HEATED POOLS (Sections 1440-1454) 1440 Service water htg. yes 1441 Elec.water heater Indicate R-10 insulation under tank M6.01 yes 1442 Shut-off controls Indicate automatic shut-off M6.01 1450 Heated pools in.a. 1452 Pool water heaters Indicate not electric resistance i.e. 1453 Pool heater controls Indicate switch and 65 degree control 13.a. 1454 Pool covers Indicate vapor retardant cover a• 1454 Pools 90+degrees Indicate R-12 pool cover If 'no is circled for any question, provide explanation: I I �+ 1 1994 Washin ton State Nonresidential Energy Code Compliance Form Mechanical Complex Systems Checklist • • 1994 Washington Slate Energy Code Compliance Forms June,1995 Project Address Arlington High School Performing Arts Center Date 7/22/02 The following additional information is necessary to check a mechanical permit application for a complex mechanical For Building Department Use system for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Use the checklist as a reference for notes added to the mechanical drawings(see the MECH-CHK checklist for additional system requirements). This information must be on the plans since this is the official record of the permit. Having this information in separate specifications alone is NOT an acceptable alternative. Applicability Code Location Building Department (yes,no,n.a.) I Section Component Information Required on Plans Notes ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY a.a 1431.1 Field assem.Sys. Provide calculations 1432 Controls n.a. 1432.1 Setback&shut-off Indicate separate systems or show isolation devices on plans 1432.2 Temp.reset control n.a. 1432.2.1 .Air systems Indicate automatic reset n.a. 1432.2.2 Hydronic systems Indicate automatic reset yes 1433 Economizers Indicate economizer on equipment schedule or provide calculations to justify exemption M1.01 a.a. 1434 Separate air sys. Indicate separate systems on plans yea 1435 Simul.htg.&clg. Indicate that simultaneous heating and cooling is prohibited, 15970 unless use of exception is justified Other m.a. 1436 Heat recovery Indicate heat recovery on plans; complete and attach heat recovery calculations yes 1437 Elec.motor effic. MECH-MOT or Equip.Schedule with hp,rpm,efficiency M.01 Ea.a• 1438 Variable flow Sys. Indicate variable flow on fan and pump schedules I no is circled tor any question, provide explanation: Decision Flowchart Use this flowchart to determine how the requirements of the Complex Systems Option apply to the project. Refer to the indicated Code sections for more complete information on the requirements. Start He11re I_ sectio■1411.1 Equipment Perf. Stall Meet Table, 14-1 through 16- Section 1431.1 Field- Yes Calculations of Assembled Total On-site Eno Egeipmen' Input&Output Required No Scclio■1432.2 Copedly of Air Seclion 1432.2. Hot Water SuppN Yes Heating System No System Yes u Supply A Reset T cmperature Rest Greater Than S I ing Controls Controls Acquired 600,000 Btuh? Zones Muliple Acquired No (continued on back) 1 I�Wqm 3w y I I I 2001 Washington State Nonresidential Energy Code Compliance Form ,Lighting Summary LTG-SUM 2001 Washington State Nonresidential Energy Code Compliance Forms June 2001-KJM Project Info Project Address 1 -ARLINGTON HIGH SCHOOL PAC Date 7/23/02 2 - ARLINGTON SCHOOL DISTRICT No.16 For Building Department Use 3 - ARLINGTON, Washington S Applicant Name: 4 - ARLINGTON SCHOOL DISTRICT JUL 2 4: 2002 Applicant Address: 5 -ARLINGTON, WASHINGTON Applicant Phone: 6 - Fill out this line on PRJ-SUM MTVF ;"'I fik Project Description ❑ New Building ❑ Addition ❑ Alteration ❑Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Prescriptive Q Lighting Power Allowance Q Systems Analysis (See Qualification Checklist(over). Indicate Prescriptive&LPA spaces clearly on plans.) Alteration Exceptions ❑ No changes are being made to the lighting (check appropriate box) 1❑ Less than 60%of the fixtures are new, and installed lighting wattage is not being increased Maximum Allowed Lighting Wattage (Interior) Location Allowed (floor/room no.) Occupancy Description Watts per f1?"" Area in ftz Allowed x Area PERFORMING ARTS CENTER 1.00 21353.0 21353.0 CATWALK 1.00 602.0 602.0 MEZZANINE 0.80 2180.0 1744.0 From Table 15-1 (over)-document all exceptions on form LTG-LPA Total Allowed Watts 23699 0 Notes: 1.Use manufacturer's listed maximum input wattage. For hard-wired ballasts only,the default table in the NREC Technical Reference Manual may also be used 2.Include exit lights unless less than 5 watts per fixture. Proposed Lighting Wattage (Interibt-yt all fixtures.For exempt lighting,not exception and leave Watts/Fixture blank. Location Number of Watts/ Watts (floor/room no.) Fixture Description Fixtures Fixture Proposed AL-1 AISLE LIGHTS 4 25.0 100.0 AL-2 WALKWAY LIGHTS 17 9.0 153.0 DI-1 MAKE-UP STATION LIGHTS 4 320.0 1280.0 PF-1 STRIP FLUORESCENT 12 30.0 360.0 PF-2 PENDENT FLUROESCENT 17 59.0 1003.0 PH-1 PENDENT METAL HALIDE 9 282.0 2538.0 PI-1 AUDITORIUM LIGHTING 12 275.0 3300.0 PI-2 AUDITORIUM LIGHTING 10 275.0 2750.0 PI-3 AUDITORIUM LIGHTING 2 275.0 550.0 RF-1 2X4 TROFFER 17 59.0 1003.0 RF-3 9" DOWNLIGHT 29 76.0 2204.0 RF-4 8" INCANDESCENT DOWNLIGHT 10 100.0 1000.0 RF-5 2X4 TROFFER 2 59.0 118.0 RF-6 2X4 TROFFER 13 30.0 390.0 RF-7 12" METAL HALIDE DOWNLIGHT 11 192.0 2112.0 SF-1 4- STRIP FLUORESCENT 4 59.0 236.0 SF-2 1X4 SURFACE FLUORESCENT 18 59.0 1062.0 SF-3 STAIRWAY LIGHT 17 30.0 510.0 SI-1 STAGE FLOOD LIGHT 4 550.0 2200.0 SL-1 APRON SAFETY LIGHT 1 0.2 0.2 TI-1 TRACK LIGHT 4 75.0 300.0 TI-2 TRACK LIGHT 2 50.0 100.0 2001 Washington State Nonresidential Energy Code Compliance Form dilll";_3 WALL WASH 6 30.0 180.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 23449.2 Maximum Allowed Lighting Wattage (Exterior) Allowed Watts Area in fe Allowed Watts Location Description per ft2 or per If (or If for perimeter) x fe(or x If) Covered Parking (standard paint) 0.2 W/fiz Covered Parking (reflective paint) 0.3 W/ft2 Open Parking 0.2 W/ft2 Outdoor Areas 0.2 W/ftz Bldg.(by facade) 0.25 W/fe Bldg.(byperlm) 'THEATER PERIMETER 1 7.5 W/If 1403.0 3022.5 Note:for building exterior,choose either the facade area or the perimeter method, but not both) Total Allowed Watts 3022.5 Use mfgr listed maximum input wattage. For fixtures with hard-wired a as on , Proposed Lighting Wattage (Exterior) the default table in the NREC Technical Reference Manual may also be used. Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed WH-1 5 110.0 550.0 WH-2 1 295.0 295.0 Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts 845.01 . - . - i L. I I I I C� 1 David Anderson From: David Anderson Sent: Monday, December 19, 2005 10:21 AM To: Linda Friddle Cc: Brad Collins; Scott Black Subject: ASD PAC Req for Review Linda, In regards to Ron Eastman s request for review, and the memorandum The school district never submitted for actual phasing of this project. The amount of funding allocated for this project warranted it to only provide the shell building for the PAC. In short they ran out of funding. The ASD made a formal request to extend the permit for the PAC at the completion of the High School. We issued a C of O only for the high school but continued to leave the PAC permit open until they had additional funding to proceed. per their request) There was no phasing required from the city. The ASD did however make revision to the existing drawings, which were approved and are on file for review. The same is for the plumbing and mechanical permits. The PAC was closed at the completion of the high school. The only worked required to be completed at that time was basic rough in of the shell building, The sprinkler system to be operational and the building have a general alarm connected to the main alarm panel in the high school. No access or entry was to be authorized by anyone other than construction personnel or as directed by the ASD Superintendent Linda Byrnes. David W. Anderson Building Official 360.403.3432 danderson@ci.arlington.wa.us rvJ.L • ► • it�,l,�, tl y I�. . •_ I SI y1- 1 . I I I L 1� J\. 1�� _t I �� 11hN J III II_■ 1�_ R •. 11 1 I - 'Z�dr�l ■ • Il,.r.►1'�1'1_. I 1 ail - Lu ." 1' ' =I 11 1 1_1 _ f, li� �11 •t�Q� I�� I I_ a I ur _ I i �I 1 I _IU 4IDjI11 '■; 79W•-.p . -r'lP. I I L 110-1 y.n r_• nrlgll -7 n n • I Ili1I nil ,�• ♦ •J AI it I AO I ►■ I - - AC' • ' 1 ■ T'11 rtll� ,'iyzr>�VI- �'IrJI 1 w,11_ I:Iq 1 n � IL•1 ' _ � ' 1 •�.-'CC I� - 'hw 1•. 1 1, ! i - .s - . .`I1m L`=- U - 1 . = ��r.l ■ 11 frl .■ 1�'!7 ��.»��'-wiK�•I � I '.1 1.4 .i1;' 1 r 11-<; -1 1- ti 1 A 1 1 r_ u I r a `F 1' _ • x» ^p l Mjq .Lip 6.•' W I N* -11 1: . 1 J) j G�ti �1 t - n 1 1 11y►J p I� 1 U I .43n is lbinl MU I_II,1• 111■ %. r/ _ j��lll'rJI� -.11 I �1 . 1 •!fft !7111-�" II 4M21 '.4r y 1TI17i pft- n ln•tf - - 61 n I 1 :1,1h ma 141 T �Vr .]1�1Ti�► .�/1.� � ly • I . w )1 n Irm11 MEMORAN M Date: 12/16/2005 To: Scott Black, David Anderson&Kerry Wentz Brad Collins From: Linda Friddle RE: ASD PAC 02-5144 Ron Eastmond came in today to review the file and approved drawings on this project. He is looking for documentation on Phase I and II of this project. As we were going through the file and inspections it is not clear what occurred in the first phase of the project, i.e, first inspections occurred on 4/15/03, permit issued 4/29/03 next two inspections ???, he is trying to determine what was completed in phase one. What was proposed in phase II and so forth. I told him one of you would contact him as soon as possible and go through the file with him. Thank you in advance for your prompt attention to this matter. Linda Friddle G I T Y O F A R L I N G T O N C O N S T R U C T I O N P E R M I T PERh►1 I T NO- = 03-535 I Owner: A S D *16 401 N FRENCH AVE ARLINGTON 98223 Value of Mork: Tax ID: 310513-003-006-00 Phone: 435-5528 Describe Mork: INSTALL MECH Proposed Use: PERFORMING ARTS CENTER Legal Description: CROWN RIDGE 1 Job Address: 18821 CROWN RIDGE BLVD Contractor's Name Type Address License# ABSHER CONSTRUCTION CO GEM P. O. BOX 280 ABSHEC-34PS MEC F E R M I T F E E S Equipment and Fixtures Number Fee Total Charge --------------------------------------- ------ -------- ------------ AIR HANDLING UNIT 1 $55. 00 $55. 00 AIR HANDLING UNIT 1 $37. 00 $37. 00 AIR HANDLING UNIT 1 $27. 00 $27. 00 AIR HANDLING UNIT 2 $15. 00 $30. 00 WATER HEATER 1 $11. 00 $11. 00 VENTILATION FANS 2 $7. 00 $14. 00 S U B T O T A L. . . . . . $174.00 TOTALS Fee Equipment $174. 00 �► Mech Permit $24. 00 SIG URE: TOTAL FEE. . . . . . . . . . . . . . . . . $198.00 I H R Y CERTI )' THAT I HAVE READ AND EX MINED T IS APPLICATION AND PAYMENTS. . . . . . . . . . . . . . . . . . $0. 00 KNO T E SAME O BE TRUE AND COR- REC ALIL S PROVI ONS 0 LA S AND TOTAL DUE. . . . . . . . . . . . . . . . . $198. 00 ORD NA E GO �NI G HIS TYPE OF WOR WI L �E E WIT WHETHER SPE IF ED P E T. DATE RECEIPT # j4q--03 l7k �XtLjkMF76F L I I A 1 .1 .1 .1 1v19. 7 1. 1 11. 11L A .1,41TWO j A I W I o �juj l;V .4 low -f(i i .1aU u 44 W.- -111 , . -0 i.'jA do I, q y .-Jqj 10, i-� V C A Ujo"l, JfJ'q '-T d'm ji io, ,I=-j-1.Ll x blici Jw!:1n4Qiup'-j U J 31 V,A 0 0 L kv i NO i A d i NO J A 4" 0 I U U aJATOT p'J - AAU'rAi4Uii.! 43AJ)i �VAH I Ai? NN Jkllt? . . . . . . . . . . . . . . . . .:KT4 AATUT ,INA VUITADIJ-' J OAA Wil- 2-1111 O.J41, NO .6k, . . . . . . . . . . . . . . . . . .a 114--I M Y A(I GVA V'WA.! iJ r; AQ :.J,iy V L H'r it,! y, "I"illidoll .."It u:1 . . . . . . . . . . . . . . . ...WO -iAT(H' HT [w 0 W .TO;1 A G I TY OF A RLL I P4C3TQIV CQIhlSTRUCT' I OIV FPE= RM I T PE Ft I T 1140 _ GD3-535 1 Orner: A S D #16 401 N FRENCH AVE ARLINGTON 98223 Value of Work: Tax ID: 310513-003-006-00 Phone: 435--5528 Describe Work: INSTALL MECH Proposed Use: PERFORMING ARTS CENTER Legal Description: CROWN RIDGE 1 Job Address: 18821 CROWN RIDGE BLVD Contractor's Name Type Address LtcenseiF ROBINSON MECHANICAL INC PLB 3121 CHICO WAY NW ROBISMI006CM P E R M I T F E E S Equipment and Fixtures Number Fee Total Charge --------------------- -- AIR HANDLING UNIT 1 $55. 00 $55. 00 AIR HANDLING UNIT 1 $37. 00 $37. 00 AIR HANDLING UNIT 1 $27. 00 $27. 00 AIR HANDLING UNIT 2 $15. 00 $30. 00 WATER HEATER 1 $11. 00 $11. 00 VENTILATION FANS 2 $7. 00 $14. 00 S U B T O T A L- - - - - - 0174. 06 TOTALS Fee Equipment $174. 00 Mech Permit $24. 00 SIGNATURE: TOTAL FEE. . . . . . . . . . . . . . . . . $198. 00 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND PAYMENTS. . . . . . . . . . . . . . . . . . $0. 06 K 'UW THE SAME TO BE TRUE AND COR- K T ALL PROVISIONS OF LAWS AND TOTAL DUE. . . . . . . . . . . . . . . . . $198. 00 DLE ES GU ER ING THIS TYPE OF BE -OM LIED WITH WHETHER H _IN OR NDT. DATE RECEIPT # LDIHG OFF T L nk-1 /Lt r-1 G� � r ttt f 1 m � L ■ ■ � II ■ t■ 1 1 ■ ■ ■ i J-rb% 1■■ wrb■&1 I immo i ■ i■ ■ ■ 17i& MEMO i■7 ■ o i1ii ■ 'gy m + � _ ' 1 F ME II'11' -1 1 6 - .&. 06 1 . ■ ■ 1 . . . `+ RimNO �1 JUL-19-2005 10 :58 AM COUGAR CREEK JCLESITE 360 652 1358 P. 03 COMMERCIAL MECHANICAL o PERMIT APPLICATION Department of Community Development City of Arlington a 238 N Olympic Ave.9 Arlington, WA 98223 - Phone (360)403 3431 • FAX (360)403 3447 THIS APPLICATION MUST BE ACCOMPANIED RY EIGHT(8) SETS OF CONSTRUCTION DRAWINGS,AND THREE (3)SETS OFWASHINGTON STATE ENERGY COD£APPLICATIONS. Type of Permit: ( ) Residential Apartment Commercial Project Address: Parcel ID#: Lot#; Subdivision' Project Description_— Lxn1 7n/ I�_S Pear Projectt4rti�tCkt'1�� Ownvr: Phone Number: _. Address: City:. State: — Zip Code: Contact Person: Phone Number: Cell Phone: Fax: E-mail: Address: _ City: �—--State: �— Zip Code: f antity of Fixtures Below:ES DRYER FURNACE UP TO 100K BTU GAS OUTLETS CE OVER 100K FLR FURN INSTALURELOCATE SUSPENBOILER DED TO 3 IUNIT HTR1 ENT/OTHER APPLIANCE REPAIRHP R UP TO 4-15 HP BOLIER UP TO 16.30 HP _ BOILER UP TO 31.50 HP R 51 HP AND UP AIR AHNDLING UP T010K CFM AIRHANDLING OVER 10K CFM COOLER VENTILATION FANS OTHER VENTILATION SYSTEM HOOD DOMESTIC INCINERATOR __ COMIIND INCINERATOR THER UNITS FREESTANDING STOVE FIREPLACE INSERT Contractor: orO 04,O' Phone Number, _360 AN Og' 3Qt 1 v t,.l 'BuN1�� State: W zip Code: Address: City: Contractor's License Number: 0 i 5 w'LT 00_&6 e'-1 Expiration:• 2 Zg 2PD I°` I her y certify that the above information is correct and that the construction on, and the occupancy and the use of the above- des i d proper#y will be in accordance with the laws,rules and regulation of the State of Washington. -7 • Applicants Signature it Date RD6I50oO M,*C4r(kcJ4CA Print Appllcants Name RECENED JUL 19 2005- COA BUILDING DEPT FormsIMECH-1 ■ L ■ ■ I i ■ ■ ■7 ■ ■ ■ Lm ■ ■ I JUL-19-2005 10 :57 AM COUGAR CREEK JO.BSITE 360 652 1358 P. 01 PG U/ A4 13 tv'5 C.-Ic v%-T Nbd (�j�H d no H yH H. ZeAl HH n �#03 710r1 W NNE W w CO E 4' o N v' oOdO � E . n O ■ MIN O OIL �� i J J ■ 7 J ■ ti ■ ■ ■ ■ f 1 II h ■ r J 7 0000 7 0 31 1 0 � rl 1 McGRANAHANarchitects 3833084 T 253 F 2111 Pacific, Suite 100 Tacoma, Washington 98402 383 3097 TRANSMITTAL Arlington High School PAC TI Re: Additional Submittal Documents Via: Hand Pages: + cover From: Steve Broback Email: steve.broback@mcgranahan.com Date: 6/22/05 ❑ Warren Hopkins,Arlington SD ❑ Dale Ward,Knudson Ward(Theater) ❑ Heidi Berger-Hansen,Arlington SD ❑ Warren Moore,Northwestern Construction ❑ Bill Stewart, SSA (Acoustics) ' David Anderson, City of Arlington ❑ Scott Zimbelman,BCE (Mechanical) ❑ Daren Bitterling,BCE (Electrical) Dave, Per your request, I have enclosed the following documents for this project: ■ Drawing Sets (Complete Bid Sets) —5 copies • Specifications—5 copies • Domestic Waste and Vent Riser Diagrams—5 copies ■ Mechanical Permit Checklist and Application—5 copies • Plumbing Permit Checklist and Application—5 copies Please let me know if you have any questions regarding the enclosed documents or if you neeed additional information or copies of the documents submitted. Reg ds, Steve Broback Construction Administrator RRCINVED JUN 2 3 zoos COA BUILDING ADEPT www.mcgranahan.com Project Number: 0008.00 �? o SUBMITTAL CHECKLIST <��►�'S Department of Community Development City of Arlington • 238 N Olympic Ave. • Arlington, WA 98223 • Phone (360)403 3431 • FAX (360) 403 3447 WHEN A PLUMBING PERMIT IS REQUIRE The City of Arlington requires a plumbing permit before a plumbing system or fixture is installed, altered, or remodeled. Examples include new installation of a dishwasher, water heater, toilet, or irrigation system. This also includes replacement of a bathtub or shower. The replacement of all or part of a water supply or waste system also requires a permit. The City of Arlington does not require a permit to stop leaks or clear stoppages, unless the piping being repaired is altered or replaced. PLUMBING PLAN REVIEW IS REQUIRED FOR THE FOLLOWING PROJECTS 1. New Commercial Buildings 2. New Multi-Family Buildings 3. Roof Drains and Overflow Systems 4. Tenant Improvements 5. Installation of Medical Gas Systems 6. Installation of Commercial Kitchen's and Deli's 7. Installation of Grease Traps 8. Installation of Grease Interceptors 9. Installation of Sumps 10. Installation of Cross Connection Backflow Devices SUBMIT EIGHT (8) COPIES OF THE FOLLOWING FOR PLUMBING PLAN REVIEW: Plumbing plans or drawings. (Minimum plan size is 18"X 24" scale, Y4' scale for details.) "— tkTT A.C,H Eb Size of sanitary and potable water systems.-- I 6N $LF}Dp[ rr-rr�� Ek1STIN6 -t° AU 2" 9ANITArkYi 2" CW FOM ADJA�1` E+ Ef Location and type of proposed fixtures. A -- SF-l✓ M I•o11 Mil 01 A14D CU'r—W-->ETT (A'DTACKED) Riser diagram of waste and vent, potable water-and rain water systems, including sizes. sc-E M(0.6I i\(1A ❑ 'Medical gas piping riser diagram indicating type of gas, bottle storage room and size of piping. 1 Location and type of all backflow assemblies for each fixture. —S E F— M2-.0 I, A6, 61 AND GUTSWE:E1�; (/.\TrAGt R1 All Requirements for fuel gas piping and combustion air or venting of equipment is required in the 2003 International Mechanical Code. Gas water heaters replacements require a permit in the International Mechanical Code. I hereby certify that I have read and examined this application and know the same to be truRECEI� drl�m authorized to apply for this permit. Ld Building Owner or authorized Agent: JUN 2 3 2005 Signature: Print Name: Date: ---- PT WEB Forms—08 Page 1 of 1 5HO5 dwa �1`Y °f C" XIME- IAL F'L�1 ��,1i\J C PERMIT" APPLICATION ?f I N G�- Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3431 • FAX (360) 403 3447 THIS APPLICATION MUST BE ACCOMPANIED BY EIGHT(8) SETS OF CONSTRUCTION DRAWINGS,AND EIGHT (8) SETS OF FIXTURE SPECIFICATIONS(CUT SHEETS). CALCULATIONS ARE REQUIRED FOR GREASE INTERCEPTOR IFAPPLICABLE. Type of Permit: ( ) Commercial (X) Commercial Addition/Alteration Project Address: 18811 Crown Ridge Blvd.:Arlington WA 98223 Parcel ID#: Lot#: - Subdivision: Section 13-14,Township 31 North,GE 35 East Project Description:Tanant Imemvamant of Pyictingj 2244_ 4 squares font Parfnrming Artc ('antar(PA IC)shPil Owner: Arlington Srhnnl Distrirt Phone Number: 360-435-1201 Address:315 N. French Ave City: Arlington State: WA Zip Code: 98223 Contact Person: Phone Number: Cell Phone: Fax: E-mail: Address: City: State: Zip Code: Please List quantity of fixtures Below: 19 WATER CLOSET BATH TUB SHOWERS 9 LAVATORIES CLOTHES WASHER LAUNDRY TUBS 2 FLOOR DRAINS FLOOR SINKS 4 SINKS 3 URINALS SUMPS DISHWASHERS 1 WATER HEATERS ROOF DRAINS YES WATER PIPING YES DWV ALTER/REPAIR LAWN SPRINKLERS 3 DRINKING FOUNTAINS 1 MISC PLUMB FIXTURE GREASE INTERCEPTOR GREASE TRAP Contractor: Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described property will be in accordance with the laws, rules and regulation of the State of Washington. Applicants Signature Date Print Applicants Name FOR STAFF USE ONLY JUN 2 3 2005 Permit# Accepted By Amount Received Receipt# e WEB Forms—10 Page 1 of 1 5/05 dwa i i' 9 LLA Ll N W rt tJ a M � M Q _ S se I f- C _ W ru _. dip IL o r i tlx o ..A � e Lbl L, m @� BOO m C _ U 1. C. U �, D t� `1 a. t O tv cl J v co _1 v �+ o C V It— � a D I 'M� al ei c fi O Jl 91 s `v L' o r6 ID 1 L��• N� Z� � � is ,^ ' c�i a3 r z > CL _ `'f_ Y a ME `o Q t+y c IK Ic l�� CIL 6 $ st lu in [u j a v t? d U a T / _ r . � � � cx '• r +-. � -- r. � � a .,� a� o B - a v; a Q �i c C V . . �I��w O T3 OU CO ��i... M u O Cyr � '� '� =l CD Ln w LAJ V} N %* (A Lit E rs. ra > c o MCC aJ CV � E.1 al N d O � v c Owl H o o o '0 � Ln ro G'° ro r4 is 'a u c s Y a D 4� N w 'c co o ru E w p Q c 01 .4 � �, c a, Q. 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