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20218 77TH AVE NE_046232_2026
'-/" , INSPECTION REPORT -� N GTO Permit No. 3a�Lot #: Address: 3/ 22 z, Z Contractor: rC='y/ Owner: e4 I IN Date: x5 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. .001 Inspector: Lll 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 e!C 0 Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: e' T�� -`INSPECTION REPORT ' 0 ¢ti1N G?'O Permit No.:� 3� Lot #: Address: 4?l Contractor: z, 'Ys, 0 Owner: IN C' Date: EelJ ❑ 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. ALL 435-9674 FOR R NSPECTION - 24 hour notice required. r, y t� � � c• L l4L/ � w CI-nspector: �/ Date: le�' C» 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: 3 q1O INSPECTION REPORT • -) ji 1'� permit No.: 04 b 23 Z. Lot #: Address: 'L-02-1 .71Contractor: AOwner: s�+Z� C t4-,rw Date: 6-2-6 --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. Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical (ZL XI.Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: 3 Z�� INSPECTION REPORT ¢ti1N Gl'O Permit No.: 0 4 (a23 L- Lot #: Q" Address: 2-0'L- i A -71 Pl\ Contractor: env r ems, ,S4 Owner: AreLL,L_ c-0i do IN G Date: S --Zs--o,; ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION CORRECTION REQUESTED OrGrrrections 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: DateX_2 6� TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ;ZX Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: `-) INSPECTION REPORT P ji PermitNo.: D`f 16232 Lot #:r� Address: 2-o2- 1 k 'n -vContractor: (bOwner: G FhrL-u ' Date: --23--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. Inspector: Date:' — ` TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical R Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: 7 6 T5- t/m_ INSPECTION REPORT " tiZN G rO Permit No.:4: G? 3.2 Lot #: Address: U_,;�/f 2 Contractor: `�,, c C c Owner:IN G� Date: d V.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 ❑ Mechanical (Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION 14P� T �1,1N G1, Permit No.:O`1_�3.?Lot #: Address: 22 Contractor: Owner: G�>y 9`s IN G� Date: 1 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: - — TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing JO Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Draina e ❑ Insulation ❑ Other: ocyf 2Y ,-INSPECTION REPORT ¢ti1N GTO Permit No.: 0'''1 bts•Z Lot #: 4" Address: 2-o-1-� Contractor: &K tg..no v w Owner: Ard_�. (!,Nh rro IN Date: 7--1 S_-aT ❑ APPROVAL §&ARTIAL APPROVAL ❑ VIOLATION /A, 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. S rtt� o T S c/ v,�ter✓ �..� -lam�� i2�,� 7.., r. J 2 H �Yi-ftc Z Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing !Z Iff Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: 3 2y INSPECTION REPORT JIN NG?' Permit No.: D4 to z3 •L Lot #: Address: 2-0-z- c 6 " 71 A_%A: _ Contractor: C Aj o'✓)v.; 7 O Owner: w-�-L_ e-H-i�C' Date: ?- 14 v g' ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION A 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. P_.P3YLY1.c�:t7 a rJ ��� Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing WDrywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation 0 Other: ,►vim 'INSPECTION REPORT iiIN l' Permit No.: 0 Lf b 'L3'L Lot #: Address: I.Q 't- i "tZContractor: toiU,+,%j0yjc-y JGAO Owner: �L. &K-in Date: -7- 13-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. JNSca c 19 n y.-•7 ►4pP2b Inspector: � — Date: 71J—ZC 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: 314 NSPECTION REPORT ¢ti1N GTO Permit No.: v y 6Z3Z Lot #: Address: `?�'Z i & -7-1 A-v� Contractor: �",�oy,�y� qs, Owner: Ala L- r� , JINN' Date: "7-11-05 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 (Z 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: �:/ 3 INSPECTION REPORT 41,IN G r0 Permit No.O '/ Z-)- 3.2 Lot#: Address: 27,06,� Contractor: Cf"' a;vi4o1�,� ,SO Owner: 16r^ Cl III N G Date: -y- ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION 0. CORRECTION REQUESTED Q. 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. 01 -_ Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor i-Framing ❑ Gas Piping 17 Footing ❑ Drywall, Nailing ❑ Consultation 4gtion ❑ Shear Nailing ❑ Groundwork ,I ❑ Grid ❑ Struct. Slab ve ❑ Rough-in ❑ Final ❑ Drainage ❑ Insulation M PECTION REPORT �y 1N G� 41• O Permit No.: oy a L.3 2 Lot #: Address: 9:53XIA 2-o t i S '7'7 ►tut-s Contractor: C-�JC,w.y'oU,c�.,J Owner: ZINC Date: --y- oS 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: 5�.�9 Date: C3_ TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation rl,{d Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT ¢y1N GTO Permit No.: 01f b z3Z Lot #: Address: 2-0 L-f 8 `7'7 A✓cs Contractor: ys, ,S4 Owner: $I N C' Date: f -g-oi- ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION KCORRECTION REQUESTED IKCorrections 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 t41 c_ +4,L P/-Ai O"L- C�Dl S Shoe-4�.c_- S c_t4_�_)2u itJ 14 eiL A-L-L n)41 f�—_ev tl-YZr �i5V Inspector: Date: 6 —6•-o.' TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation P<Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: NSPECTION REPORT ¢ti1N G l'O Permit No.: e y &,2 3 Z- Lot #: Address: 2-o 3 i:) 7-7 Z Contractor: tfV 0 Owner: INO� 114-�-i Date: ,1,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. -bdZ,v-1 ay.S A-9 e&L-ks.. Inspector: Date: 3 --?/ -OS— 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: I5 It>s INSPECTION REPORT iIN N G?' Permit No.: cW 1e23z Lot #: -b Address: 203 u 71 - .-,=Contractor: C,A-+�GAO Owner: fj� 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. - 7 - - - . Inspector: / Date: 3 _ TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation XFoundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: ri -7 INSPECTION REPORT 4ti1 N G?'0 Permit No.: pt/ (o L S Z Lot #: L� Q" Address: 20 3©S `7'7 4-- rA vu5 Z Contractor: 4 Owner: ING Date: 3 -2-4-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. 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: ''-k r _ •i I I � � L 1 � 1 I _ 1 1 1 1 � � �� � 1 M I • II I I I I I I 1: � ��: •r;.� _ -" +I ,A � , 1 ��_ • � J: • ,y� �. �.�t!cutn�•,wnnnr nw,yna7m• t. mn ror:.vn�.•rmzm»;.�rrun,.. nrmnc,+•,•..,.�vrrmw>�roS�li7t�e�fi'�m+&�"�a'n*A+ntmr�sa z ° z � o H H w O m H m > z �y> O N Or* Qp J ( \ U z O0 C 1-G O v a Cn O N zz ti7 H x rD s x z tr1 x y U) iz r Z n O I°z � z tzJ n d o U) o L� Z � .e �m ° O ri o r d �. A° � p z y a r 15 0 z r) z Ind O y a H , } �, i HO ,� ,'� ►� otTl o rt. tTi ` ^ CD ^ U) It t4 �l, Ln x d 1 k r - cn M n n CD C)Qn O r. z rD x ' r z O [ ,1 z r O, G rD N , z � I t�- z o rD �'�"Y.x? -"`�v 1?3 '��� �"a'�"s'.sayws�4�"4 n�ai'�m,. ...,ti fir°:.✓ ��awv'4��:$fi'�� ,�YjP�'.�'"�' � i - G I T 1f U F= A FR L I 11%1 C3 T U P4 Ga1AST RUGT I ON PE RM I -I- F::,F—:- R M I T P4C3 0 04-6232 Owner: ARLINGTON FAMILY CHIROPRACTIC 20308 77TH AVE NE ARLINGTON 98223 Value of Work: $528, 392. 00 Tax ID: 008291-000-004-00 Phone: :360-435-3900 Describe Work: CONSTRUCT NEW COMMERCIAL BUILDING Proposed Use: MULTI-TENANT OFFICE BUILDING Legal Description: JAY THREE TWO LOT 4 Job Address: 20217 77TH AVE NE Contractor's Name Type Address License* GRANDVIEW NORTH LLC GEN PO BOX 159 GRANDNL013KP TOTALS Fee Permit Fee $3, 796. 90 Plan Fee $2, 467. 99 State fee $8. 50 •�/ Traffic Mitigation $20, 760. 00 SIGNATURE: TOTAL FEE. . . . . . . . . . . . . . . . . $27, 033. 39 I H 'REBY CERTIFY THAT I HAVE READ JRET XAMINED THIS APPLICATION AND PAYMENTS. . . . . . . . . . . . . . . . . . $2, 006. 00 THE SAME TO BE TRUE AND COR- ALL 'RDVI: ONS OF LAWS AND TOTAL DUE. . . . . . . . . . . . . . . . . $25, 033. 39 ANCIMpbR-biNG THIS TYPE OF WIL IED WITH WHETHER FYIR NOT. DATE RECEIPT # I Cis �l 7 I rly NG 3 1 f � •iS� J� 3 L ll J t t At , •• t l c ',I.'it 1 r III. 5 `.!k 110' _•il • ;I i c'�� I.� ��, i .ti •,:J• � ��:' w• JlJ i3 • ' Jl lull. •.A 1 i tau „ ^�r « i.M •r .. Ar-aci Y A I car I.1 `1 f'1 R x:.)T151r 6(>wh 1 M I,It�r ; ' )srl'o'..bt�A �c�+ T' ►wl�N +� ' rc►J�arF�s 1 rwzi JN4 %t3— 1 !{1 VUO.A4b �� l - '•, fir .I�t = � =1�� IF jt.3ii i!l ,i �W.'� ! •1. 1' �'�is sir; i try: _LLN ,�S� . . .-. • . . . . _ . . . . . . �[ ,.IA 1•l r ,I'1l J:ri - ._.i1 n li''a_ t` , .i:•t''HJtlYA''1 Al 141 tiLf T .gld,1. ;,1 Lr. ' dN dd .�dl [9 .h.S• . . . . . . ti r OR :P"'41,1 hA 4,511 VE A—T-U XNO _JRhl JA'P rr IF iA ;: �l'•1 : M t:o it w s' �.� JARNOT ENGINEERING, INC. i0B 25414-127th St. SE SHEET NO. OF__ MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY _ DATE SCALE PROJECT: Of f= E BUILDING LOCATION: AKLINGTON, WA CLIENT: 5COTT WOMMACK JEI JOB NO.: 04-OG- 120 CODE: 2003 IBC LIVE LOADS: FLOOR: 50 PSF SNOW: 25 P5F WIND: 65 MPH EXP B SEISMIC: 5.= 1 .50 , 51=0.50 DE51GN CATEGORY D, SITE CLA55 D DEAD LOADS: ROOF: 15 P5F T. JAB, FLOOR: SOIL: BEARING: 1 500 P5F ~'57 g RECEIVED LATERAL: N. l. i. i _ I PL 1 NOV 6 2004 EXPIRES: 4/10/ 'r, cam- Lp CnA r�r ic► .�. _ ,�NESS CAST!M p,im'm)s_rvl re sc' N.— Ic F. i1';o'+.' ,_ta 41_1s.3 1 JARNOT ENGINEERING, INC. JOB--- Won. �cK 04-OG-I20 25414-127th St. SE SHEET NO 3 OF MONROE, WA 98272 TJs 07-OG-04 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE LATERAL WIND: Values for simplified method from IBC table I G09.G.2.1(1) 85 MPH EXP, B I = I .0 Roof pitch: 5 :1 2 Mean Roof Height: 20 Wind pressures: Eave height: 12.0 Wall corner: 15.2 Min horiz plan dim: 79.0 Wall main: 10.5 X: 1 .00 Roof corner: 0.0 2a= 9.G Roof main: 0.0 Note:corner loads are in addition to"main"loads 1 TO RIDGE (plf) Gable Hip HWALL HROOF Main Corner Corner 10 psf min V i= 0.0 7.0 95 42 42 1 GO II TO RIDGE (plf) Gable End Wall Hip roof HWALL HROOF Main Corner Main Corner 10 p5f min V,= 7.0 10.0 179 42 74 33 170 Wind Area I Wind Area 2 Wind Area 3 Wind Area 4 Line L P Mod L P Mod L P Mod L P Mod W 1 41 95 a 42 4.28 Min 41 1 GO G.5G 2 41 95 a 42 4.28 Min 41 1 GO G.5G A 33 74 a 33 2.74 Min 33 170 5.G I 6 4G 74 a 33 3.G9 Min I 4G 170 7.82 Pa,r iNE6S-IUST'M. Vllul!nq 5srvfce u,_`811F1=_o'JI ,COW � ��� i - i - � _ _ ` 4 JARNOT ENGINEERING, INC. TDB- wonn,v,,�cK oa-oG-120 25414-127th St. SE SHEET NO. __ '-� OF MONROE, WA 98272 TJ5 DATE 07-OG-04 PH. (360) 863-1831 CALCULATED BY FAX (360) 863-1481 CHECKED BY DATE SCALE SEISMIC V = 0.7-5D5'I'W = 0. 108W (Multiply by 0.7 for A51D) R 55: 1 .50 Fa= 1 .00 [Applicable to Site C1a55 D only] R: G.5 5M5=Fa55= 1 .50 I: 1 .0 5D5=2/3 5M5= 1 .00 Snow load: 25 p5f 5ei5mic DL= O [.25 'Sn if 5n>301 WEIGHT: ROOF 15PSf(85-75+30-8+4G-7)= 105.14 EXT WALLS I OPSF'G-2(82+70)= 10.32 INT WALLS 7P5F'G(-3)(82+70)= 20.20 W= 144.7 V= 15.50 REDUNDANCY AB=82'GG+13.5'43= 5003 4AB= 77.4 Line %V5t V Lw-min Lw-prov I 0.4G 7. 14 %V5t'.54AB= 17.7 < 3G.G 2 0.54 8.45 21 .0 < 27.2 A 0.45 7.04 17.5 < 37. 1 5 0.55 8.55 21 .2 < 54.4 Lw-prov > Lw-min all wall Iine5 :. p=1 .0 � - � - - - . '.t!+ i K I I JARNOT ENGINEERING, INC. JOB WOM1..-,CK 04-06-120 25414-127th St. SE SHEET NO S OF MONROE, WA 98272 TJ5 07-05-04 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE LINE I E= 7.14 F- W= 4.28 WnniN= 6.56 V= 7140 L= 36.6 H= 12 v=V/L= 105 <260 WALL TYPE 1 ---1 90 1/2" AD @ 48"oc 4 TOT=vH= 2.34 Perforated Wall Segments 4 E Wall E Open Max h %L %H Co VX5 5W Type Uplift Holdown AD Len AD AD Spa 36.6 20.7 7 0.55 0.58 0.76 258 1 3. 10 5THD14 40.7 100 1/2@48 5hort Segment shearwalls (<2:1 aspect ratio for seismic loads) L„ h E L v h/2w VDE5 4.2 12 7.14 36.6 195 1 .43 270 <5 10 WALL TYPE 2 LINE 2 E= 8.45 F- W= 4.28 WM,N= 6.56 V= 8450 L= 27.2 H= 12 v=V/L= 31 1 <5 1 0 WALL TYPE 2 <380 1/2" AD @ 24" oc 4 TOT=vH= 3.73 Perforated Wall 5egment5 4 E Wall E Open Max h %L %H Co vDE5 5W Type Uplift Holdown AD Len AD AD Spa 13.6 10.6 5 0.56 0.42 0.00 344 2 4. 13 5THD 14 26 180 1/2@48 Short Segment shearwalls (<2: 1 aspect ratio for seismic loads) Ln h E L v h/2w VDE5 4. 1 12 8.45 27.2 3 1 1 1 .46 454 <5 10 WALL TYPE 2 prij,L. s=_rvie.. NE- - - i - - _ -...a' T JARNOT ENGINEERING, INC. JO8 wo"�....scic 04-06-1 zo 25414-127th St. SE SHEET NO. 6 OF MONROE, WA 98272 TJs 07-OG-04 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE LINE A E= 7.04 4 W= 2.74 WMIN= 5.G 1 V= 7040 L= 37.1 H= 12 v=V/L= 100 <2GO WALL TYPE I <190 1/211 AB @ 48" oc 4 TOT=vH= 2.28 Perforated Wall Segments 4 E Wall E Open Max h %L %H Co vDE5 5W Type Uplift Holdown AB Len AB AB Spa I G.2 15.0 5 0.50 0.42 0.89 212 1 2.55 5THD 10 28.2 122 1/2@48 20.9 15.9 5 0.57 0.42 0.91 210 1 2.52 5THD10 32.9 133 1/2@48 5hort Segment 5hearwall5 (<2:1 aspect ratio for 5ei5mic loads) Ln h E L v h/2w vDE5 3.4 12 7.04 37.1 190 I.7G 335 <5 10 WALL TYPE 2 4 12 7.04 37.1 100 1 .50 285 <5 10 WALL TYPE 2 4.7 12 7.04 37.1 100 1 .28 242 <2GO WALL TYPE I LINE B E= 8.55 W= 3.G9 WMIN= 7.82 V= 8550 L= 54.4 H= 12 v=V/L= 157 <2GO WALL TYPE I < 130 1/2" AB @ 48" oc 4 TOT=vH= 1 .89 187: G DL=.G W(Lw/2+-LO)= 1 .20 W=G(.015)+.OG= 0.15 Lw= 18.7 Lo= 4.0 Uplift= 0.G8 OK- No Holdown5 RC4CI Perforated Wall Segments 4 E Wall E Open Max h %L %H Co vDE5 5W Type Uplift Holdown AB Len AB AB Spa 27.5 15.9 G O.G3 0.50 0.84 187 1 2.24 5THD8 30 171 1/2@48 8.2 G.G 9 0.55 0.75 O.G5 244 1 2.92 STHD 10 10.2 1 9G 1/2@48 Short Segment 5hearwall5 (<2:1 aspect ratio for seismic load5) Ln h E L v h/2w vDE5 4. 1 12 5.55 54.4 157 I .4G 230 <2GO WALL TYPE 1 ._i. 'NIL.-cuss( 1M'print.q SZNicE +:�9P » JARNOT ENGINEERING, INC. JOB - WOKi- ACK 04-06-1 20 25414-127th St. SE SHEET NO. OF MONROE, WA 98272 TJ5 07-OG-04 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE Drag Strut vRF=8550/82= 104 5W DIA. Chord splice: D15T 5HEAR SHEAR FORCE w=8550/82= 104 0 157 104 0.00 T= 1/8'104'82^2/66= 1324 —1 250 HT520 18.7 0 104 0.99 24 157 104 0.44 28.1 0 104 0.65 34.7 157 104 0.0 38.8 157 104 0.18 <1 .25 OK 46.2 0 104 0.57 5 1 .5 157 104 0.02 56.9 0 104 0.31 62.2 157 104 -0.2 67.6 0 104 0.04 72.9 157 104 -0.5 82.2 0 104 0.0 Above pl 5W: 153/470= 0.33 ft/ft 4. 1 : 1.35 (1) 2' Panel 18.7: G.17 (3) 2' Panels ,... NE35 CIl5,'M printing service i-JC'CbR9-� NF_d3 I-c __r._r i..tli JGayd nvr:n;al s.mm. �� M I I I JARNOT ENGINEERING, INC. JOB Won.. -.ACK 04-06-1 20 25414-127th St. SE SHEET NO v OF MONROE, WA 98272 Tis 07-23-04 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE VERTICAL Bm I Win hdr at hm Pi= 40 Pz�2.78 P3 1.56 P,=40'2'5= 400 0.7� 2.7 0.7 P2=40(1 I.5'5+G'2)= 2780 5.3 P3=4012'19.5= 1 5GO 1.93 2.81 M=2.81'.67+(2.81-1 .56)'2 4.38 <G.03 1 .1 5 V=2.81 <23G'1 .15 Gx 10 DF2 Bm 2 Wm hdr L: 5.3 ft w=23'40= 320 plf d: 0.5 1n M=1/BwL2= 3.23 <4.37'1 .1 5 V=w(L/2-d/1 2) 1 .71 <2.05'1 .1 5 R=wU2= 2.44 4x 10 DF2 5m 3 Wm hdr L: 6.5 ft w=G'40= 240 plf d: 13.5 in M=1/BwL2= 1 ,27 <23 1'1 . 15 V=w(U2-d/1 2) 0.5 1 < I .6 I' 1 .1 5 R=wU2= 0.78 4x8 DF2 Bm 4 side entrance hdr L: 7.5 ft w=22.5'40= 300 Flf d: 5.3 m M='/BwLz= 6.33 <G.03'1. 15 V=w(U2-d/1 2) 2.68 <23G'1 .1 5 R=wU2= 3.38 Gx I 0 DF2 _, T � �, �� :� ■ ■ 1 ' ■ ■ :.: I - - ��- - - - r - , . � � \' WOK,. CK 04-06-1 20 JARNOT ENGINEERING, INC. JOB 25414-127th St. SE SHEET NO. OF MONROE, WA 98272 TJs 07-23-04 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE Bm 5 Front entrance roof bm L: 7.0 ft w=40' 19.5= 780 Of d: 1 1 .3 in M=I/8wL2= 4.78 <5.74'1 .1 5 V=w(U2-dl 12) 2.00 <1 .97-1 .15 R=wU2= 2.73 Footing: f5oa= 1 .85 P=2.73+.78'2.5= 4.68 4x 12 HF2 b=q(P/f5O1L)= 1 .59 5m6 "porch" bm L: 12.5 ft w=40'6= 240 .plf d: 9.5 m S:U 240 E: 1300 k5i M=1/8wL2= 4.69 <4.24'1 .1 5= 4.88 V=w(U2-d/12) 1 .3 1 < I .62'1 .1 5 ItiuN= 162 <231 R=wU2= 1 .50 Footing: f5oiL= 1 .85 P= 3.0 b=4(P/fsou)= 1 .27 18" 5Q 4x 10 HF2 Bm 7 Door heir Pi= 1.80 P2= 1.80 Pi=40'2'22.5= 1800 0.5 0.5 P2=1800 3 1.80 1.80 M= 0.90 <4.37' 1 .15 V= 1 .80 <2.05'1.15 4x 10 DF2 Bm8 Side entry roof bm L: 4.5 ft w=35'1 2.5= 438 plf d: 9.5 in M=I/8wL2= 1 . 1 1 <2.83'1 .15 V=w(U2-d/1 2) 0.64 <1 .27-1 .15 R=wU2= 0.08 4x8 HF2 Typ heir/pt load posts P (k) h (ft) b (in) d (in) k Fc (psi) E (k5i) LDF Type fc= Fc= 2.8 12.0 3.00 5.50 1 .00 1 250 1300 1 .1 5 5 168 < 5 1 2 OK (2) 2x6 3.4 0.0 3.00 5.50 1 .00 1 250 1300 1 .1 5 5 205 < 806 OK (2) 2x6 ,i'{;ny servi Cz u.. _:..7 NE2o-n.. __.�.r.och ..••Di;56 f Y� � �- - - - - - � - � _ � I WONJARNOT ENGINEERING, INC. ,JOB ��GK 04-OG-1 20 25414-127th St. SE SHEET NO. 10 OF MONROE, WA 98272 TJs 07-23-04 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE Overheight Studs Stud spa: 16 "oc 1 2' - 2xG Stud Wall (HF2 @ I G"oc) Trib roof: 23 ft Input: Snow load: 25 p5f F�: 1250 psi Roof DL: 15 p5f If: /300 k5i Trib floor: 0 ft Fb: 1270 psi Floor load: 0 p5f k: / Floor ecc. 0 In h: /2 ft Wall load: 60 pIf b: /.5 1n Wind press: /2.4 p5f d: 5.5 in Wind trib: /6 In LDF: /.6 FDL+FLR= 0.54 k Type: 5 (5=5awn lumber,G=glulam,P=round pile,M=machine rated) P5NOW= 0.77 k MWIND= 0.30 ft-k MFLOOR= 0 ft-k Compre55ion: 6endln F'�= 2000 p51 5= 7.5G in le/d= 2G.18 F'b= 2032 p51 c'= 0.8 FcEi= 5G8.5 p5I 14E= 0.3 fb(W+F)= 472 p5I FEE= 5G8.0 p51 Fe=Kz'E/(Idd) fb(W/2+F)= 23G p5i F,LJF'�=0.284 F',= 530.G p5I P,=F'j(1+FWF'j/2c'-[((1+FcWF-j/2c92-F'F•jc70.51 A= 8.25 in f�(5/2)- 1 1 1 .0 p5I Interaction= (fdPJ2+fb/[F'y(1-FdF�,)1 f,(5)= 158.4 p5I W+5/2= 0.33 <1 .0 OK 5+W/2= 0.25 < 1 .0 OK 2xG HF2 2 1 G" oc NEBS CUST' i hr'srs r`.,tcj,end t== �.[e�C-. i _ � -cw f..)w 8 w e 37za86 VA( 'JOUNON s = s Y J SS IS HSLZI 616S2' O DMI9,7.7NI`)VIV ,LONN6'1 LL06 tld02fIH0 d71yYV�( NO LONI7?l6 a n 8 a a @ uJ a 9yp 1€1 1 ._ lei • � A.Y alp =lit, R I � $r lie1,10 1101011 i it 1 �Hil 11 n n e ♦ 6 • � i M e • w • w 11 e� n �w A LL J� 0 lit B� q bf �' !RI, �j� 4 y .- I _ � . _ ' 2003 VY^iinc!ton State Nonresidential Fneray Code'CQ' lta rPY 41 2003 Washington State Nonresidential Energy Code Compliance Forms Revised July 2004 Project Address Arlington Family chiropractic Date 10/29/04 Space Heat Type C�Electric resistance `llll!;AII other For Building Department Use Glazing Area as%gross exterior wall area 25.9% Prop. 40.0% Max.Target Concrete/Masonry Option Des (41111;N to Notes: If glazing area exceeds maximum allowed in Table,then calculate adjusted areas on back(over). If Concrete/Masonry Option is used,Target U-factors,SHGC and Glazing%will be different than shown below. Refer to Table 13-1 for correct values. Building Component Proposed UA Target UA List components by assembly ID&page# U-factor x Area(A) =UA(U x A) U-factor x Area(A) =UA(U x A) U=0.500 Plan ID windows, A2 0.500 706.8 353.4 0.600 1014.8 608.9 U=0.600 Plan ID doors A2 0.600 308.0 184.8 Glazing% Electric Resist. Other Heating m U= Plan ID: 0-15% 0.40 0.90 c 'CU U= Plan ID: >15-20% 0.40 0.75 >0 U= Plan ID: >20-30% see note above 0.60 U= Plan ID: >30-40% see note above 0.50 U= Plan ID: ,g ti (see Table 13-1 for Cone/Masonry values) U= Plan ID: ;;i `R { I V ZL44' ¢ U= Plan ID: Glazing% Electric Resist. Other Heating m U= Plan ID: p� <rJ(tt}�) 0-15% 0.80 1.45 0 O U= Plan ID: EMI �- l > o 15-20/0 0.80 1.40 42 U= Plan ID: Ol. >20-30% see note above 1.30 a) o U= Plan ID: BS {:� ,� li >30-40% see note above 1.25 O> -C� U= Plan ID: (see Table 13-1 for Conc/Mason values U= Plan ID: 3 U= Plan ID: 0.600 42.0 25.2 0-o` Cm o U=0.600 Plan ID 2ea 3070, A2 0.600 42.0 25.2 Electric Resist Other Heating O U= Plan ID: 0.60 0.60 0) N R=30.0 Plan ID A5 0.036 5947.0 214.1 5947.0 o > R= Plan ID: Electric Resist Other Heating Of O a R= Plan ID: 0.031 0 036 �5 R= Plan ID: O R= Plan ID: Electric Resist Other Heating R= Plan ID: 0.034 0 050 R=11.0 Plan ID A5 0.140 2858.1 400.1 0.140 11265.0 1577.1 R= Plan ID: ** R= Plan ID: R= Plan ID: Electric Resist Other Heating R= Plan ID: Ordinary 0.062 0.14 a R= Plan ID: Conc(int) 0.19 0 19 O R= Plan ID: Conc(oth) 0.25 025 "Note:sum of Target Areas here should equal Target Opaque Wall Area(see back) R= Plan ID: 30:-00 m R= Plan ID: Electric Resist. Other Heating coO R= Plan ID: 0.062 0.14 Note:if insulated to levels required for opaque walls, list above with opaque walls c R= Plan ID: o > u R= Plan ID: Electric Resist. Other Heating 'l O z) R= Plan ID: 0.029 0.056 R= Plan ID: c c R=10.0 Plan ID As 0.554 328.0 181.7 0.540 328.0 177.1 m 6 R= Plan ID: Electric Resist Other Heating � °'Of R= Plan ID: F=0.54 F=0.54 R= Plan ID: (see Table 13-1 for radiant floor values) "For CMU walls, indicate core insulation material. Totals 10189.9 1359.3 Totals 18596.8 2388.3 For compliance: 1)Proposed Total Area shall equal Targ I UA shall ,� , r.- _.� . - 2003\j)" •hington State Nonresidential Energy Code Cc lance Form • 2003 Washington State Nonresidential Energy Code Compliance Forms Revised July 2004 Glazing Proposed SHGC Target SHGC List components by assembly ID&page# SHGC' x Area(A) =SHGC x A SHGC x Area(A) =SHGC x A ID: 0.650 1014.8 659.6 0.650 1014.8 659.6 ID: Glazing% Electric Resist. Other Heating N ID: 0-20% 1.00 1.00 `-° ID: >20-30% not allowed 0.65 (7 ID: >30-40% not allowed 0.45 ID: r(seeTable 13-1 for Cone/Masonry values) 'Note:Manufacturer's SC may be used in lieu of SHGC. Totals1014.8 659.6als 1014.8 659.E For compliance:Proposed total SHGC x A shall not exceed Target total SHGC x A NOTE:Since 1997 SHGC compliance for vertical and overhead glazing is allowed to be calculated together. Target - Adjustment • If the total amount of glazing area as a%of gross exterior wall area(calculated on ENV-SUM1)exceeds the maximum allowed in Table 13-1. then this calculation must be submitted Use the resulting areas in the Target UA and SHGC calculations above. Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Walls Glazing Area OG= OG= VG= 1014.8 Note: OG=overhead glazing Opaque Area 5947.0 2858.1 VG=vertical glazing cross nxcerior vvau iviax viazing,urea iviaximum i arget Area (Table 13-1) Glazing Area 3914.9 X 40.08 l 10Q = 1566.0 Target OG Area in Roofs over Attics Target OG Area in Other Roofs Max OG Remaining Tar iet VG Area For Target OG's,the 1566.0 - cQ lesser = 1566.0 - ca2 lesser = 1014.8 lesser values are used .3> 1566.0 1> 1566.0 both here and below- Proposed O a ue Area Proposed OG Area Target OG Area W Target Opaque Area Roofs over Attics 5947.0 + - = 5947.0 Other Roofs + I d I Proposed Opaque Area Proposed VG Area Target VG Area Target Opaque Area Walls 2858.1 + 1 1014.8 - 1014.8 = 2958.1 j Error in Areas Note, If there is more than one type of wall,the Target VG Area may be distributed among them,and separate Target Opaque Areas found. If the Target Areas for Opaque Walls listed on the front must equal the total calculated here Target values in shaded boxes are used in the applicable Target UA calculations on the front. Target VG Area and Total Target OG Area are also used in the applicable Target SHGC calculations above. r� � i � i _i .• w� V 2003�Afashington State Nonresidential Energy Code Cor- �mce Form 2103 Washington State Nonresidential Energy Code Compliance Forms - Revised July 2004 P roject Address Arlington Family chiropractia Date 10/28/04 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.) Section Component Information Required on Plans Notes GENERAL REQUIREMENTS (Sections 1301-1314) 1301 Scope Unconditioned spaces identified on plans if allowed yes 1302 Space heat type: Other If"Other", indicate on plans that electric resistance heat is not allowed no 13102 Semi-heated spaces Semi-heated spaces identified on plans if allowed 1311 Insulation yes 1311.1 Insul.installation Indicate densities and clearances A5 yes 1311.2 Roof/ceiling insul. Indicate R-value on roof sections for attics and other roofs; Indicate clearances for attic insulation; Indicate baffles if eave vents installed; AS Indicate face stapling offaced batts yes 1311.3 Wall insulation Indicate R-value on wall sections; 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; 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 yes 1311.5 Slab-on-grade floor Indicate R-value on wall section or foundation detail; A5,A8 Indicate slab insulation extends down vertically 24"from top; Indicate above grade exterior insulation is protected 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 reci'd.by Official no 1312 Glazing and doors Provide calculation of glazing area(including both vertical see env I aum vertical and overhead)as percent of gross wall area 1312,1 U-factors Indicate glazing and door U•factors on glazing and door schedule(provide area-weighted calculations as necessary); Indicate if'values are NFRC or default,if values are default then specify frame type,glazing layers,gapwidth,low-e coatings,gas fillings 1312.2 SHGC&SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule(provide area-weighted calculations as necessary) 1313 Moisture control yes 1313.1 Vapor retarders Indicate vapor retarders on warm side AS 1313.2 Roof/ceiling vap.ret. Indicate vapor retarder on roof section; Indicate vap.retard.with sealed seams for non-wood strut. yes 1313.3 Wall vapor retarder Indicate vapor retarder on wall section AS 1313.4 Floor vapor retarder Indicate vapor retarder on floor section 1313.5 Crawl space vap.ret. Indicate six mil black polyethylene overlapped 12"on ground 1314 Air leakage yes 1314.1 Bldg.envel.sealing Indicate sealing,caulking,gasketing,and weatherstripping AS 1314.2 Glazing/door sealing Indicate weatherstripping 1314.3 Assemb.as ducts Indicate sealing,caulking and gasketing PRESCRIPTIVE/COMPONENT PERFORMANCE (Sections 1320-23 or 1330-34) yes Envelope Sum Form Completed and attached. Provide component performance worksheet if necessary Provide ENVSTD 2.1 screen 1 output if necessary � r • �4�. +• 1 2001 Washin ton State minniresidential Eneroy Code Coln fiance Form ' Lighting Summary 2001 washington stab Nomesidonl4tl Energy Cale Compliance Forms R M«I Jtmo 2M2•K1At Project Info Project Address 0610 `t, I Date ll r For 1101(finp nhnrlmnnl llen Applicant Namn i1 Applicant Address: Applicant Phone Project Description 1Y.New Building ❑ Addition ❑ Alteration ❑plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. ce Option Prescriptive' P(Llghting Power Allowance Q Systems Analysis Complian (See Qualification Checklist(over).Indicate Prescriptive&LPA spaces clearly on plans.) Alteration Exceptions I❑ No changes are being made to the lighting (check appropriate box) ❑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 2 From Table 15-1 (over)-document all exceptions on form LTG-LPA Total Allowed Watts 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 usbd 2.Include exit lights unless less than 5 watts per fixture. Proposed bighting Wattage (Interioo List all fixtures.For exempt fighting,not exception and leave WRlls/Fixture blank Location Number of Waits/ Watts (floor/room no.) Fixture Description Fixtures Fixture Proposed T C— 2 D V F Total Proposed Watts may not exceed Total Allowed Waits for Interior Total Proposed Watts Maximum Allowed Lighting Wattage (Exterior) Allowed Walls Area in fl2 Allowed Watts Location Description per ft2 or per If (or If for perimeter) x ft2(or x If) Covered Parking Qstandard paint) 0.2 W/ft2 Covered Parking (reflective paint) 0.3 W/ft2 Open Parking 0.2 W/f12 ~- Outdoor Areas 0.2 W/ft2 •' v p 1 Z Bldg.(by facade) 0.25 W/ft2 �L/ Bldg.(by perim) 7.5 W/If Note:for building exterior,choose either the facade area or the perimeter method,but not bolh) Total Allowed Watts Use mfgr listed maximum Input wattage.For fixtures with hard-wired ballasts only, Proposed Lighting Wattage (Exterior) the default fable in the NREC Technical Reference Manual may also be used. Number of Watts/ Watts Location Fixture Desch pllon Fixtures Fixture Proposed Li L� o Se c .4 r 4940 1 S-" 1 Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts Arlington FAmily Chiropractic 77th Ave NE Arlington WA Owner: Shawn Gay 10/29/04 Attn: Plan review From: Steve Grant, Architect Deferred Submittal Mechanical The Mechanical portion of the Energy code compliance forms will be submitted by the Mechanical contractor prior to instillation. 101 WEST MAIN STREET Monroe Washington 98272 stevegra@gte.net 360.794.1943 Voice 360.805.0507 Fax Look Up a Contractor, Electrician-or Plumber License Detail Page 1 of 2 Topic Index I Contact Info ` Search & Name Safety Claim&Insurance Warkplace Rights Trades& Licensing Find a Law or Rule Get a Form or Publication Look Up a Contractor, Electrician or Plumber General/Specialty Contractor A business registered as a construction contractor with LEtl to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License GRANDNL013KP Licensee Name GRANDVIEW NORTH LLC Licensee Type CONSTRUCTION CONTRACTOR 601858917 Verify Contractor Premium UBI Status Ind. Ins. Account 0 Id Business Type LIMITED LIABILITY COMPANY Address 1 PO BOX 159 Address 2 City ARLINGTON County SNOHOMISH State WA Zip 982230159 Phone 3604357171 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 5/17/1999 Expiration Date 3/21/2006 Suspend Date Separation Date Parent Company Previous License GRANDI*065D1 Next License Associated License Business Owner Information https:Hfortress.wa.gov/lni/bbip/detail.aspx?License=GRANDNLO 13KP 1/4/2005 .. ;�' � �) � i �� Look Up a Contractor, Electrician-,or Plumber License Detail Page 2 of 2 Name Role Effective Date WAMMACK, SCOTT PARTNER/MEMBER 01/01/1980 Bond Information Bond Bond Company Account Effective Expiration Cancel Impaired Bond Received Bond Name Number Date Date Date Date Amount Date DEVELOPERS SURETY Et #2 INDEM CO 857168C 03/21/2002 $12,000.00 03/21/2002 OHIO CAS #1 INS CO 3408778 04/22/1999 03/21/2002 $6,000.00 04/04/2001 Savings Information No Matching Information Insurance Information Company Policy Effective Expiration Cancel Impaired Received Insurance Name Number Date Date Date Date Amount Date NORTH AMERICAN SPEC INS #4 CO BXG000455800 03/21/2004 03/21/2005 $1,000,000.00 03/18/2004 NORTH AMERICAN #3 SPECIALITY 7776564 03/21/2003 03/21/2004 $1,000,000.00 03/21/2003 LLOYDS OF #2 LONDON A01BF136 03/21/2001 03/21/2003 $1,000,000.00 04/01/2002 OHIO CAS #1 INS CO 50714380 04/22/1999 04/22/2001 Summons/Complaints Information No Matching Information Start a New Search Printer Friendly Version CZ= About LEtI I Find a job at LEtI I Informacion en espafiol I Site Feedback e 1 800 Washi 0 Washi 547-8367 �inpton cngton State Dept. of Labor and Industries. Use of this site is subject to the laws of the state of Washington. Access Agreement I Privacy and security statement I Intended use/external content policy ! Visit access.wa.gov Staff only link https:Hfortress.wa.gov/lni/bbip/detail.aspx?License=GRANDNL013KP 1/4/2005 v ��.. I i FAX SHEET _ GRANDVIEW NORTH IN(;.•_ FAX: (360) 435-2Z65 PHONE; 360 43a^7`.i 1 P.0- HOX 1 M) ., ARLINGTON, WA 98223 TRANSMITTAL GRANDVIEW NORTH, LL ,E DATE: TIME: AT TN: * -COMPANY: M� FAX...NO: FROM: RE: i NUMBER OF FADES peluding This Cover Sheet) , Please note that 0 after minutes all pages have not been received, please call o the originating office. RETURN FAX NO: (360) 41,35-2265 LO 'd I.E:6 500Z b Uer 59zz_96V-09E:xeH s8w0H mainpuea9 � I 1 ' - ' ■ OWN IN: Nvio OWL, AW" Mom 44- I W-9—"44m:p;!5 ZO 'd ZE:6 sooz v Uer 99zz—sEv-09c:xej S8WOH Mal.ApUeJo ■.-y - ■ - - ■W 6■ � - f ti 7 J J � 0 Eli 1 ■ r, r 7 J - - - ■ r� �ti Response to comments In bold italic Feb 18, 2005 by Kovach Architects Steve Grant stevegra@_gte.net February 14, 2005 wo `winling 'V00 Shawn Gay 500Z 7, � Aa-1 20308 77"Ave NE N ` Suite F �� Arlington, WA 98223 Re; Arlington Family Chiropractic Clinic Permit 05-6232 Thq submitted drawings have been reviewed for compliance with the 2003 International Building Codes. The following applicable code data corrections and/or additional requirements are necessary before the permit can be issued. All comments must be addressed and resubmitted as a narrative along with 6 sets of revised drawings. OK PLANNING 00. All development shall be in substantial conformance with the approved land use development site plan received August 3, 2004 and Design Review Decision dated October 19, 2004, subject to any conditions or modifications that may be required as part of the site civil process. OK 2. The developer shall submit payment of the following estimated City of Arlington impact Tess (based on 5,940 square foot medical office building): Traffic at$1,038 per p.m. peak-hour trip, which is 20, or$20,760. OK 3. The developer shall pay transportation impact fees to Snohomish County and WSDOT, and the developer shall submit to the City of Arlington proof of payment of the required fees. OK UTILITIES #V -1. There are no plumbing drawings to review. Please submit drawings that include a fixture list, water supply and waste-piping diagram. Provided as requested see page P1 VY-2. The drawings show a process room for x-ray equipment. If the x-ray equipment is connected to a water supply line you must install a Reduced Pressure Backflow Assembly (RPBA) or an air gap on the water supply line. This should be shown on the plumbing drawings X-ray equipment is not to be connected to a water supply ink. 4 In Yl Aofi "" O -9 kfAv .rr 41 ow yj ki At"'A". till-! 'S4 q IV;. `7L'j:6 L-L# ZI nil4 *,mv ljl& Z 16. Of I i, nt aiti r. .0:4,-!hl_ 3. This facility is required to have a multiple-tenant monitoring manhole per City of Arlington standards. Please provide individual waste lines from each unit to the MMH. This needs to be shown on the site civil drawings Provided as requested see civi 'WOUN g�--4. An approved recovery method for silver, and proper disposal of the recovered materials is required, Provide documentation and details on the drawings of how this is to be provided. Xray will be by digital imaging. No silver will be produced to recover All water service(s) to the unit(s)will need to have a Reduced Pressure Backflow Assembly (RPBA) installed after the service meter and before any branch connection; freeze protection needs to be provided. Alternately, the assembly may be installed inside the mechanical room if adequate space is provided for testing, maintenance and repair. This needs to be shown on the plumbing drawings. Provided in mechanical room see P1 If the adjacent units are intended to be under separate ownership, separate water services are required to each unit. No separate ownership o-7. The size and location of the proposed water meter(s), (for each unit if applicable) needs to be !2gpn on the plumbing drawings and the site civil drawings. Provided see P1 an cwll NOT- , 8. If an irrigation system is to be installed for the project, a separate service tap, water meter, and a backflow assembly will be required. Also include the size of meter that will be needed. This needs to be shown on the plumbing drawings and the site civil drawings. Provided as requested see civil NOT" .5 4w 9. You will need to submit a Wastewater discharge Agreement to the Utilities Division. This must be completed before any connection can be discharged to the sanitary sewer system. Will be provided after construction//VG�/ '00 `L 0. Call for an inspection at the following points of construction: a Prior to covering interior piping that supplies water to any equipment or backflow assemblies. b Prior to covering underground plumbing that supplies water to any equipment or backflow assemblies. c Prior to a final inspection by the Building Department. OK NONSTRUCTURAL The veneer ties shown on the typical wall section on Sheet A8 must support a maximum of two square feet of veneer and be tied to a#9 gage wire in the mortar joint. A detail should be shown on the drawings. Detail added to sheet AB VV2. The suspended ceiling system shown on Sheet A3 must be provided with a compression strut at the intersection of the support wires. A detail should be shown on the drawings. Detail added to sheet A3 17: vr. Vjb '�Fenl !-4. • so OA4 4e.T lr,1Llit iv, 0314, '0.,; 4-P jeq 14.1 ii ;p --l'r,1010 V5 i, Ap VLt, If 4L N%AA fir "'ZIlie Wl 01'.Vl TA, -ell it -;--av U;'m :-?,I )J*i,..*. 12 2000 WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE ✓1. Outdoor air is required for this building per the Washington State Ventilation and Indoor Air Quality Code. The quantities of outdoor air supplied to each area should be listed on the mechanical plans when they are submitted. OK MECHANICAL 1. No mechanical drawings were submitted. This should be listed on the front sheet as a deferred Submittal. A Mechanical and Plumbing permit application along with six sets of plumbing and mechanical drawings are required for submittal. OK BARRIER-FREE DESIGN Q All doors in the building, which have a latch set or lock set shall have lever type operating hardware. Note added page A8 V-2. Door thresholds should be shown as no higher than ". The edges should be beveled at 1 vertical: 2 horizontal, with a maximum edge height of_". Detail added page AB STRUCTURAL 1. The shear walls are based on the perforated shear wall design. Hold-downs are only required at each end of the perforated shear wall segment. Thanks for the heads up. The engineer likes it as is. If you have any questions please give me a call. Sincerely, David W. Anderson Building Official 360.403.3432 danderson anci.arlington.wa.us Thankyou for you help on this project Steve Grant Project Architect Kovach Architects 360 794-1943 i��� m.;ts�-�;:7 . ��fJ1 I;.T.. .�•�k•''� •♦♦'-tl t; t,.�l'Afl�-`=f�.i� �l l►�,.. �t1'y:1,:;•: ftiM� ��•"tl'f� I{r7•+':;fe�e.��. Gi��i" �.���� �l�i n (, ill I�t_r ?}��►'� ';!,►'. '.... is�'' 1r1; . .�.�i�. 1tf �rrwt!j+ 5''I :1J�� .i1 -._ '�.: f:7 :1�N1 ��l_ 1:!:1►? ��1�r�f�' :'.}t:'if'9r'�1f •1 '• •�7 I '•:.•ii��.' �� - i ��i :�iZ�f ::. -• ��k.'te+�' ��n ��.s,i ,i. Ihti�iita' )�a'?_�.{E ✓'tlt7r lee, l vv�,3 Iri;-jf:T h:hY'.p ' .'; �1 JIrf S yl.'''f�a 1"' 12/{ LI',�'!!�d, �i_�•';?I;: .y7, r i lei ','a ��:.'r 'jY'!y r Ili j„ �jy�ti y [ sit j ��•-�{fir• a3:' �r:��;'�14�♦ 1 s;?ki �y . Yr7{].iYia�b'�' "�ti.C��st�iQ.'•{:fl',�C!�3 l j I t G.f !vi.l� iA li•� '�s: t'1G�1 i�:i1:Y il�t"N:�. .. "��'��7.'"•+� -�� ��i}FM��.t� [A• .,/. 34 rJ?{•.•, % !'�% 1�tt'��/;�i�;�f1;� c� ': .� :lc l'L 1: j�j�+,V1'1'r:.::' r''.�.fi..:,rT. �l�-.�':..s '� .i.l�•.�'�u]'�{s�'•�a:,,(. �,. � .�+N.� �'-',ySr'�'t�III..� r�� '��p z Sa.�l• �(s�t �Iif:l?�sb 7JI%��� �-1Fi:,�2.� 'c i��t' �!• ., i�" � JV{Et, jj: ';; _ :'ksiE �.�: ;#:_�: 'Ni. -�• r.'W:4( '.x.`�' +ii'X�' ':ti:�. 1 N ¢ c�:1•`�"i �rW�c:fi' .i- �I :LII~►w _r�i 1, .s,?" •.l�C .77 y �P••� i i3 ..':Jc►t'._ rl YY•t ivir'��4 k=;�S:.,: +,-0r'i�1s�'1`$i"a.• 'Y��: �'l IE�;}:c -•t: :y; '•%5, �:♦r'ti.�. �.'- .'s Gi s�;a`�6T[.•'•y �; • iF•:II l l�r r�l:}'n 'J r� !ittv i 1P1/T•�t7 a''A4riiTltt� ..�>yR1�l l�•�'f l'1 G� Y U� I City of Arlington Department Utilities 9+Q N GAQ Memo To: David Anderson, Building Official From: Reta Shepard, Utilities Specialist CC: Augusto Tararan, Cross Connection Specialist Ken Renfro, Pretreatment Specialist Date: December 2,2004 Re: Arlington Family Chiropractic- Building Permit#04-6232, xxxx 77t'Ave NE The Utilities Department has reviewed the construction drawings submitted with BP #04-6232 for compliance with the Utilities Division regulations. Our comments are as follows: 1) On Page A it shows that the building is not sprinkled. If this building will have a fire sprinkler system with chemical addition you will need to install a Reduced Pressure Detector Assembly 0f` (RPDA). For a fire system without chemical addition install a Double Check Detector Assembly (DCDA). You may install the DCDA of RPDA in a vault outside, per City of Arlington Standard, or inside the mechanical room if adequate space is provided for testing, maintenance and repair; 1l`�a2) There are no plumbing drawings to review. Please submit drawings that include a fixture list, �� water supply and waste-piping diagram. 3) The drawings show a process room for x-ray equipment. If the x-ray equipment is connected to a water supply line you must install a Reduced Pressure Backflow Assembly (RPBA) or an air (� gap on the water supply line. !i� f >{ �.�,_� � ;► la► nn, ,k� ``� 4) This facility is required to have a multiple-tenant monitoring manhole per City of Arlington standards. Please provide individual waste lines from each unit to the MMH. 5) An approved recovery method for silver, and proper disposal`of the recovered materials is required. s 6) All water service(s) to the unit(s) will need to have a Reduced Pressure Backflow Assembly (RPBA) installed after the service meter and before any branch connection; freeze protection � o�f✓�` needs to be provided. Alternately, the assembly may be installed inside the mechanical room if \� adequate space is provided for testing, maintenance and repair h t eJ,) 4-& rs-O d- ) If you intend to place the other units under separate ownership you will be required to install separate water services to each unit. • Page 1 .,�� l'� .�v' � 4. , , . �L %' °�:� .,,s y OV11 OOW-L-6) Yo}��need t supply us with required meter sizes for each water service to be in tal ed. GC��Lt., r; �„� tj,� �;,� ��•-9 The site civil shows a tem ra � ` t` f pc� ry irrigation system. If an irrigation system is to be installed for thL 01 site a separate service tap, a meter, and a backflow assembly will be required. Also include the r�,r�[•. size of meter that will be needed. 10) You will need to contact Ken Renfro to negotiate a discharge agreement. This must be V completed before any waste can be discharged to.the sanitary sewer system. tff4•�'�- 1 ,-1 1) Call for an inspection at the following points of construction: a. Prior to covering interior piping that supplies water to any equipment or backflow assemblies. b. Prior to covering underground plumbing that supplies water to any equipment or backflow assemblies. c. Prior to a final inspection by the Building Department. 12) Contact phone numbers are as follows: a. Gus Tararan, Cross Connection Specialist 360-403-3523. b. Ken Renfro, Pretreatment Specialist 360-403-3530. c. Reta Shepard, Utilities Specialist 360-403-3524. • Page 2 r. - . J �:_ �'�, fr-,�,._ r.f r••� r- � �.. .r •',t ��: ;: ;� Y U City of Arlington Community Development • P 238 N. 01vnipic :1�rnuc Arling<on, NV.1 98223 ruary 14, 2005 Shawn Gay 20308 771h Ave NE Suite F Arlington, WA 98223 Re; Arlington Family Chiropractic Clinic Permit 05-6232 The submitted drawings have been reviewed for compliance with the 2003 International Building Codes. The following applicable code data corrections and/or additional requirements are necessary before the permit can be issued. All comments must be addressed and resubmitted as a narrative along with 6 sets of revised drawings. PLANNING 1. All development shall be in substantial conformance with the approved land use development site plan received August 3, 2004 and Design Review Decision dated October 19, 2004, subject to any conditions or modifications that may be required as part of the site civil process. 2. The developer shall submit payment of the following estimated City of Arlington impact fess (based on 5,940 square foot medical office building): Traffic at $1,038 per p.m. peak-hour trip, which is 20, or $20,760. 3. The developer shall pay transportation impact fees to Snohomish County and WSDOT, and the developer shall submit to the City of Arlington proof of payment of the required fees. UTILITIES 1. There are no plumbing drawings to review. Please submit drawings that include a fixture list, water supply and waste-piping diagram. 2. The drawings show a process room for x-ray equipment. If the x-ray equipment is connected to a water supply line you must install a Reduced Pressure Backflow Assembly (RPBA) or an air gap on the water supply line. This should be shown on the plumbing drawings 3 This facility is required to have a multiple-tenant monitoring manhole per City of Arlington standards. Please provide individual waste lines from each unit to the MMH. This needs to be shown on the site civil drawings 4. An approved recovery method for silver, and proper disposal of the recovered materials is required. Provide documentation and details on the drawings of how this is to be provided. Builclin' Di\-isiun 3liU.�03.3 131 Planniu Division SGO.IU3.3�3{ Natural ResOL11-C('S 3G0.403.3-}10 0 G)dc Enlnrccnu•111e 360.103.3-157 5. All water service(s) to the unit(s) will need to have a Reduced Pressure Backflow Assembly (RPBA) installed after the service meter and before any branch connection; freeze protection needs to be provided. Alternately, the assembly may be installed inside the mechanical room if adequate space is provided for testing, maintenance and repair. This needs to be shown on the plumbing drawings. 6. If the adjacent units are intended to be under separate ownership, separate water services are required to each unit. 7. The size and location of the proposed water meter(s), (for each unit if applicable) needs to be shown on the plumbing drawings and the site civil drawings. 8. If an irrigation system is to be installed for the project, a separate service tap, water meter, and a backflow assembly will be required. Also include the size of meter that will be needed. This needs to be shown on the plumbing drawings and the site civil drawings. 9. You will need to submit a Wastewater Discharge Agreement to the Utilities Division. This must be completed before any connection can be discharged to the sanitary sewer system. 10. Call for an inspection at the following points of construction: a Prior to covering interior piping that supplies water to any equipment or backflow assemblies. b Prior to covering underground plumbing that supplies water to any equipment or backflow assemblies. c Prior to a final inspection by the Building Department. NONSTRUCTURAL 1. The veneer ties shown on the typical wall section on Sheet A8 must support a maximum of two square feet of veneer and be tied to a#9 gage wire in the mortar joint. A detail should be shown on the drawings. 2. The suspended ceiling system shown on Sheet A3 must be provided with a compression strut at the intersection of the support wires. A detail should be shown on the drawings. 2000 WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE 1. Outdoor air is required for this building per the Washington State Ventilation and Indoor Air Quality Code. The quantities of outdoor air supplied to each area should be listed on the mechanical plans when they are submitted. MECHANICAL 1. No mechanical drawings were submitted. This should be listed on the front sheet as a deferred submittal. A Mechanical and Plumbing permit application along with six sets of plumbing and mechanical drawings are required for submittal. BARRIER-FREE DESIGN .; �I� I I 1. All doors in the building, which have a latch set or lock set shall have lever type operating hardware. 2. Door thresholds should be shown as no higher than ". The edges should be beveled at 1 vertical: 2 horizontal, with a maximum edge height of W. STRUCTURAL 1. The shear walls are based on the perforated shear wall design. Hold-downs are only required at each end of the perforated shear wall segment. If y u have any questions please give me a call. tSince ely, 44lL_ David W. Anderson Building Official 360.403.3432 danderson(aD-ci.arlington.wa.us 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.cwa@verizon.net December 7, 2004 Permit #: 04-6232 Project: Family Chiropractic Arlington, Washington Code Info: B Occupancy V-B 1-story Floor Area: 5,960 sf Allowable 12,250 sf 2003 International Building Code � � � V Seismic Design Category D v Basic Wind Speed: 85 mph Exposure: B David W. Anderson �' 13 20W Building Official DEPT City of Arlington '.Q'rk 238 N. Olympic Avenue Arlington, WA 98223 Dear Mr. Anderson: We have completed our review of the Family Chiropractic Building. The plans are in substantial compliance with the 2003 International Building Code, the WSVIAQ Code and 2003 International Mechanical Code. The plans are approved and are being returned with our indication of review on them. Hold downs and shear walls have been highlighted for ease of field inspection. Please note the changes to the plans as stated below: NONSTRUCTURAL 1. The veneer ties shown on the typical wall section on Sheet A8 must support a maximum of two square feet of veneer and be tied to a #9 gage wire in the mortar joint. I have added a note to the plans. 2. The suspended ceiling system shown on Sheet A3 must be provided with a compression strut at the intersection of the support wires. I have added a note to the plans. 1 City of Arlington -#04-6232 (Family Chiropractic) December 7, 2004 Page 2 of 2 2000 WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE 1. Outdoor air is required for this building per the Washington State Ventilation and Indoor Air Quality Code (WAC 51-13). The quantities of outdoor air supplied to each area should be listed on the mechanical plans when they are submitted. MECHANICAL No mechanical plans were submitted. This should be listed on the front sheet as a deferred submittal. If you want, we will review these when they are submitted. BARRIER-FREE DESIGN 1. All doors in the building which have a latch set or lock set should have lever-type operating hardware. 2. 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". STRUCTURAL For your information the shear walls are based on the perforated shear wall design. Hold- downs are only required at each end of the perforated shear wall segment. Sincerely, Chuck Williams SE CWA Consultants 4i 1 I / 7 /Oy City of Arlington Utilities Div. Building Department REQUEST FOR REVIEW FORM NAME: �GI.UN ac/ BP #: 04- J � - DATE: I ( P) I O-7 RETURN THIS FORM BY: l 7 PROJECT SUMMARY: RESPONDING DEPARTMENTS: ❑ TOM C., FIRE *-- KAREN L., UTILITIES ❑ BILL B., NATURAL RESOURCE ❑ YVONNE P., PLANNING ❑ GREGG E., ENGINEERING ❑ JIM T., CONSULTANT ❑ CHUCK W., CONSULTANT 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. l COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY c — DATE 12- P7 City of . • Utilities Department Memo To: Karen Latimer From: Terry Castle CC: David Randolph Date: 3-8-04 Re: Monitoring Manhole Standards Up to three side sewer connections may be made to a 48" type I sanitary sewer manhole Each of the connections shall be located such that there is a minimum of 12" vertical separation between the main channel invert and the side sewer invert. In the case of multiple side sewer connections there shall be a raised concrete section in the manhole base separating the side sewers. The divider shall be a minimum of 6" above the top of the side sewer pipe. If the manhole being connected to has a through channel receiving flow from an upstream pipe, there shall be a maximum of two additional side sewer connections to such manhole. 2-RAMNEL !ma c All) '77440 VILT UP tov C--P,5 GNJ Y City of • • Utilities Department Memo To: David Anderson, Building Official From: Reta Shepard, Utilities Specialist CC: Augusto Tararan, Cross Connection Specialist Ken Renfro, Pretreatment Specialist Date: December 2, 2004 Re: Arlington Family Chiropractic- Building Permit#04-6232, xxxx 77'"Ave NE The Utilities Department has reviewed the construction drawings submitted with BP #04-6232 for compliance with the Utilities Division regulations. Our comments are as follows: 1) On Page A it shows that the building is not sprinkled. If this building will have a fire sprinkler system with chemical addition you will need to install a Reduced Pressure Detector Assembly (RPDA). For a fire system without chemical addition install a Double Check Detector Assembly (DCDA). You may install the DCDA of RPDA in a vault outside, per City of Arlington Standard, or inside the mechanical room if adequate space is provided for testing, maintenance and repair; 2) There are no plumbing drawings to review. Please submit drawings that include a fixture list, water supply and waste-piping diagram. 3) The drawings show a process room for x-ray equipment. If the x-ray equipment is connected to a water supply line you must install a Reduced Pressure Backflow Assembly (RPBA) or an air gap on the water supply line. 4) This facility is required to have a multiple-tenant monitoring manhole per City of Arlington standards. Please provide individual waste lines from each unit to the MMH. 5) An approved recovery method for silver, and proper disposal of the recovered materials is required. 6) All water service(s) to the unit(s) will need to have a Reduced Pressure Backflow Assembly (RPBA) installed after the service meter and before any branch connection; freeze protection needs to be provided. Alternately, the assembly may be installed inside the mechanical room if adequate space is provided for testing, maintenance and repair. 7) If you intend to place the other units under separate ownership you will be required to install separate water services to each unit. 0 Page 1 i 8) You need to supply us with required meter sizes for each water service to be installed. 9) The site civil shows a temporary irrigation system. If an irrigation system is to be installed for the site a separate service tap, a meter, and a backflow assembly will be required. Also include the size of meter that will be needed. 10) You will need to contact Ken Renfro to negotiate a discharge agreement. This must be completed before any waste can be discharged to the sanitary sewer system. 11) Call for an inspection at the following points of construction: a. Prior to covering interior piping that supplies water to any equipment or backflow assemblies. b. Prior to covering underground plumbing that supplies water to any equipment or backflow assemblies. c. Prior to a final inspection by the Building Department. 12) Contact phone numbers are as follows: a. Gus Tararan, Cross Connection Specialist 360403-3523. b. Ken Renfro, Pretreatment Specialist 360403-3530. c. Reta Shepard, Utilities Specialist 360403-3524. • Page 2 "� ,. I I City of Arlington Building Department REQUEST FOR REVIEW FORM NAME: �'V 6Gl l.U/�I -� �i�. BP #: 04- ( �)-3 DATE: I,l I RETURN THIS FORM BY:_ L 3 I 1 PROJECT SUMMARY: �`.L --�� Ind I ` �/1 l v V 0- I L RESPONDING DEPARTMENTS: ❑ TOM C., FIRE ❑ KAREN L., UTILITIES ❑ BILL B., NATURAL RESOURCE ❑ YVONNE P., PLANNING 4L--()REGG E., ENGINEERING ❑ JIM T., CONSULTANT ❑ CHUCK W., CONSULTANT 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. ❑ COMMENTS FOR THIS REVIEW ARE ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY DATE 2J40 �l City of Arlington Building Department REQUEST FOR REVIEW FORM 1 NAME:_ �Gw LL-4 BP #: 04- bob 3 a DATE: -l Lp ! RETURN THIS FORM BY: PROJECT SUMMARY: A441400 RESPONDING DEPARTMENTS: ❑ TOM C., FIRE ❑ KAREN L., UTILITIES ❑ , BILL B., NATURAL RESOURCE ,d---YVONNE P., PLANNING ❑ GREGG E., ENGINEERING ❑ JIM T., CONSULTANT ❑ CHUCK W., CONSULTANT 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. COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY DATE . . A Community Development i4c. o Planning Division MEMO TO: Building Division CC: Gregg Eaton, Engineering Division FROM: Yvonne Page, Senior Planner DATE: December 7, 2004 RE: Arlington Family Chiropractic (BP#04-6232) The following conditions must be met prior to issuance of the building permit: 1. All development shall be in substantial conformance with the approved land use development site plan received August 3, 2004 and Design Review Decision dated October 19, 2004, subject to any conditions or modifications that may be required as part of the site civil drawing review process. 2. The developer shall submit payment of the following estimated City of Arlington impact fees (based on 5,940 square foot medical office building): Traffic at $1,038.00 per p.m.- peak-hour trip, which is 20, or $20,760.00. 3. The developer shall pay transportation impact fees to Snohomish County and WSDOT, and the developer shall submit to the City of Arlington proof of payment of the required fees. 4. The developer shall clear all outstanding Planning Division land use and Engineering Division permit-processing accounts with the City. (As of this date, there is sufficient balance in the Planning Division account to allow the developer to clear the account.) In addition, all of the conditions of Arlington Chiropractic Zoning Permit (File Z-04-044) shall apply to the development of the property. r Yrl e Page 0 ■ 1 ■ ■ FL x • � I I RO; ' s; • City of Arlington Building Department REQUEST FOR REVIEW FORM NAME: qa BP #: 04- L�a3 a DATE: i ( It 8 oil RETURN THIS FORM BY:__ PROJECT SUMMARY: u � �, l�Vl! 12,o 6 RESPONDING DEPARTMENTS: TOM C., FIRE KAREN L., UTILITIES ❑ BILL B., NATURAL RESOURCE ❑ YVONNE P., PLANNING ❑ GREGG E., ENGINEERING ❑ JIM T., CONSULTANT ❑ CHUCK W., CONSULTANT 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. ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑� NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT C) COMMENTS REVIEWED BY T ��'�� DATE (YI To: Building Department From: Tom Cooper Date: December 29, 2004 Ref: 04-6232 1. Plan is acceptable with shown fire extinguishers. Latim ' I y ' may+ Lr� 1 -51° I I • City of Arlington Building Department REQUEST FOR REVIEW FORM NAME a)WM a BP #:_04- ( � 3 DATE: I 1 I � �j RETURN THIS FORM-BY- PROJECT SUMMARY: (A (/Vt lC 4c RESPONDING DEPARTMENTS: ❑ TOM C., FIRE ❑ KAREN L., UTILITIES —BILL B., NATURAL RESOURCE ❑ YVONNE P., PLANNING ❑ GREGG E., ENGINEERING ❑ JIM T., CONSULTANT ❑ CHUCK W., CONSULTANT 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. 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