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HomeMy WebLinkAbout18222 SMOKEY POINT BLVD Bldg L_077515_2026 INSPECTION REPORT - • Permit No.: 07 7,5Is Lot#: �- Address: /JZZZ 5_--N4Ey PT" ,l3u�D Contractor: Hllml..A m Akl�lEsc Owner: k 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. M axl lx `/ Pax G� e a- P4:l o fc/J w4a ��c! 6x fv � l Inspector: Date: ZS 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 U—Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: w..aq— INSPECTION REPORT • Permit No.: 67 7 5i 5 Lot#: L Address: zz Z s o r Contractor: 1-4 Owner: Date: 5-5-o 5 JZ4PPROVAL ❑ 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: _S71 Ax�-_ Date: 5-5--On TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing 2.d Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: ,a z� INSPECTION REPORT • Permit No.: o 7 -7 s r Lot#: �— Address: le 2 z z S A, ,�E , n; Contractor: H w► ,jang A Owner: Date: S - `f ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION 4,VCORRECTION REQUESTED Af-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 Z. — S O,Gr— D1264 R-14 LCZGyI OGLE H S i cs S 1 L..., A'T �C 17MA4VVj VI 4 ,T "3 _S L,14 Sj D r _V -L_ !;-T /Ui Inspector: �wT Date: 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: r•i7 INSPECTION REPORT • Permit No.: 07 7515'- Lot#: L— Address: Contractor: HI Et ,, A Owner: Date: y--z-7 - o '7 ❑ APPROVAL _42f 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. os l� S rf_,� LA) 1,.j 4 AyL41j,,_-S APPACli� �R M ,rA-..i- S 1--a1Pt'v� D N S,poi i^j F f B n1 �y A10 ✓�1ira-c,cs D✓�j c-L Pl��.a-� ✓�I-PP rw,i A-L Inspector: Date: "t-2-7-09 TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing Eg-Drywall, Nailing ❑ Consultation ❑ Foundation Xf Shear Nailing rN T ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation 0 Other: INSPECTION REPORT • Permit No.: Z)l 1515 Lot#: �- Address: 2.2- 7- Contractor: 141en a-L.a= va, Owner: Date: v y 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. l".) S A'P'0rw -b Inspector: Date: q 2 q-p!j 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: 5 07 INSPECTION REPORT • Permit No.: o'T -7 s i s Lot#: L Address: Contractor: •N � • ♦ Owner: Date: y- Z�L-09 ❑ APPROVALPARTIAL APPROVAL ❑ VIOLATION OCCORRECTION 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. u IL. 'TO tS rJ-��'T7c-oG1t �.'�DFL.��rc_-S or��7 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 19 Insulation ❑ Other: INSPECTION REPORT • Permit No.: 0 7- 75i5 Lot #: Address: i E Y zz s4a k P r Contractor: A 61dj4 • Owner: Date: g'o—.0 )95-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. AID -5- Inspector: Date: ?,t7-c79 TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove (2-W-Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: iz.19 INSPECTION REPORT • Permit No.: o-r -75i5 Lot#: L— Address: i1, zz-L- s rh IL,� ya r Contractor: t4i,-, A Owner: 5r7 w, i Date: ❑ APPROVAL PARTIAL APPROVAL ❑ VIOLATION 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. a iA�T� ✓�%�T v4 or L% ro arc S� cx; �t,Y` LNbM Af OdIll a , �a A p't-7 �L G 4��iiz�o•.S C,cn Lc1-'c Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor tL V Framing ❑ Gas Piping 0 Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove 4_0 Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: -� I O.C. , z c INSPECTION REPORT • Permit No.: o-7 -7 5 i 5 Lot #: e— Address: 8 zz z S vt r`'n7 �— Contractor: Pi rK►g -,�,., ,� • Owner: Date: 4-ib-o� ❑ APPROVAL .9PARTIAL 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. n tt t L 1-f Ae -r— A t 3 rc /s pud TM 7- [3 L ML3�-t-F r��°Pl��� Pik.•,Ur�Li r� �K.s4.*o .Jy C�•.u2�-�4.:, Inspector: Date: 4-140-09 TYPE OF INSPECTION REQUESTED ❑ Under-floor ®.Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork a Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove A. Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: 1 s5 INSPECTION REPORT • Permit No.: o-7 7 5 i 5 Lot #: IL Address: Contractor: N7.M 4L�,,,.� Owner: Date: 3 -Zy - ° 9 ,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. M,o V-C_ 7% w zro_ Inspector: Date: 3—2—k4-0 TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation rz- Shear Nailing ❑ Groundwork El Mechanical Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: 83� INSPECTION REPORT • Permit No.: o 7 75i5 Lot #: Address: l FZZz- s,., L-, r— Contractor: kh A- r--!±nl 4- Owner: Date: � RDUA ❑ PARTIAL APPROVAL ❑ VIOLATION �flRRECTION 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. 2 Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation X Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: /,P; 7 7 INSPECTION REPORT • Permit No.: Lot #: Address: Contractor:�ei�,•4 ���.�Cs 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. Inspector: Date: TYPE OF INSPECTION REQUESTED 014 Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid I3truct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT • Permit No.: 0-7 -7 5 i 5 Lot #: �- Address: r x �64 P r Contractor: • Owner: Date: 9APPROVAL 0 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: /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: INSPECTION REPORT • Permit No.:Cam/ — 2 Lot #: Address: Contractor: .��,%T ��.�� r Owner: Date: )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: _,� —1,2 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 XDrainage ❑ Insulation ❑ Other: INSPECTION REPORT • Permit No.: S/S Lot#: Address: Contractor: • Owner: Date: e 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: lz4z 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: 'S/41; ' "A 4!4 - s7A,- INSPECTION REPORT Permit No.: o'7 -7 5 5 Lot #: L r IMF=. Address: 1w, o f 1 Contractor: t-h w,.g L.In.4 • Owner: Date: Y[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. O✓� Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation 9 Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: ofs7 INSPECTION REPORT • Permit No.: 0'7 -7 Gi 5 Lot #: 1— Address: i S Z2--?_ s,,% &24 PT- Contractor: 141 .� Owner: Date: 2—Z_—o9 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. p Inspector: Date: - -�=� TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping .19 Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: i CITY OF ARLINGTON 238 N.OLYMPIC AVE.-ARLINGTON,WA 98223 PHONE:(360)403-3421 STATUS: APPLIED Permit#: 07-7515 BUILDING PERMIT 1'roject Address: 18222 SMOKEY PT BLVD L, ARLINGTON Parcel No: 00472500000501 PROPERTY OWNER APPLICANT CONTRACTOR STILLAGUAMISH SENIOR CENTER HIMALAYA HOMES 18308 SMOKEY POINT BLVD 9633 MARKET PL#201 ARLINGTON,WA 98223 LAKE STEVENS,WA 98258 LICENSE#:HIMALHI161DE EXP:10/22/2008 BING CONTRACTOR MECHANICAL CONTRACTOR JOB DESCRIPTION 4 PLEX 4216 SQ.FT., 1ST FL-2528 SQ.FT.,2ND FL-1688 SQ.FT.GAR.2020 SQ.FT. BLDG 13 aka BLDG"L" Description Fee Amount Paid Balance Due Permit Fee $1,200.00 ($1,200.00) $0.00 C-Building Permit Fee $3,870.10 $0.00 $3,870.10 C-Plumbing Permit Fee $465.00 $0.00 $465.00 C-Mechanical Permit Fee $108.00 $0.00 $108.00 Plan review fee minus deposit $1,315.57 $0.00 $1,315.57 C-State Building Code Surcharge $10.50 $0.00 $10.50 C-Parks Mitigation $4,657.34 $0.00 $4,657.34 C-Traffic Mitigation $1,118.34 $0.00 $1,118.34 Total Due: $12,744.85 ($1,200.00) $11,544.85 APPROVALPERMIT I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. r- Signature Print Name Xiate Releated By ate ATTENTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.UBC109/IBC110/IRC110. ARCHIVE APPLICANT = ASSESSOR OTHER Door flashing Door installation Weather Barrier Siding material and trim Roof flashing Other exterior flashing details Exterior penetrations Windows: (MI Windows) Window installation was inspected for nailing and installation per product manufacturer's specifications. All areas inspected were observed to be completed with no outstanding correction items, Sliding Doors: (MI Windows) Sliding door installation was inspected for nailing and installation per product manufacturer's specifications. All areas inspected were observed to be completed with no outstanding correction items. Weather barrier: (Fortifiber Jumbo Tex 60 minute building paper) The weather barrier material was inspected for installation to manufacturer's specifications and building code. The weather barrier was inspected to assure no tears, gaps or missing areas. Inspections were performed for correct overlap of material and sealing of all penetrations. All areas inspected were observed to be completed with no outstanding correction items. Special consultations in the field were performed for correct application of weather barrier to assure consistency and best procedure for prevention of water intrusion. Flashing: (Fortifiber Flexible Flashing High Performance System) Window and sliding door flashing was inspected for correct application of material per product manufacturer's recommendations, builder's specifications, building code and good industry standards. Flashing was installed before window and door installation using an approved material "system". All areas inspected were observed to be completed with no outstanding correction items. Special consultations in the field were performed for correct application of window and door flashing to assure consistency and best procedure for prevention of water intrusion. Siding James Hardi : Siding and trim was inspected for correct installation per product manufacturer's and builder's specifications. Siding and trim specifications included caulking of all areas required by manufacturer's specifications. All areas inspected were observed to be completed with no outstanding correction items. Doors: Man doors were inspected for installation per builder's specifications. Sills were inspected for correct sealing against water intrusion. All areas inspected were observed to be completed with no outstanding correction items. Penetrations: (vents, light blocks, hose bibs) Exterior envelope penetrations were inspected for correct application of flashing material and sealing at the penetrations. All areas inspected were observed to be completed with no outstanding correction items. Roofing: Roof flashing was inspected for correction application at roof to wall areas and other flashing areas for installation to manufacturer's specifications and building code. All areas inspeQt�o Wqy� q�sgyyo�P bQ VWpleted with no outstanding correCtloo ;hems. Final: All exterior material applications inspected were observed to be completed to builder's specifications, manufacturer's specifications, building code, and good building industry standards. This represents a full report of inspection of window and door flashing material application, window and door installation, weather barrier application, siding application and other flashing areas. Su 'tted by: lane Glenn Construction Consultants of Washington Building Enclosure inspector I � I I M v rn n LTJ f D W00, w a O m f- H ff O r 300 'MA oa N z c� rD rD c N N Ln � o �,+, o x- z � y It PA °T,Z (� z > r � � `� dcrQ z �. m C. 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D3j �, Z p `w G _ �`y� p-3 co :c—co !Z r .gym 'a a >59 m o (� Q c o (n m a w - ° m-f,W�i `o EL CD a gro al _ CDa I'r m s m x m cn CT z w z0 -4 n -o Odx d�> 2 m 30M O z o � � r r ,, �13UILDINGS 1,�,3,4,6,13,1� CHANGES: AYA O1V�J M15G SUPPORT SHEET r rn�r 3rn O�rn :K -i r �>MP >Ztij 3 me _ \ z dzu o n rn .A� NN czA ui z<z �.. .\'. ,l , I A � zX 000 �N 000 NCO ------ Ij Q a , D0? 0C70ul ddd � I-TI r rnrnrnpN�► mIMm N ?o 3xx n0 /Z1 Xx30 --------- �N_ NzzL.. � -i zzz=zIO zzziM�O mm� C� a]tn OAS LA. =Y -•Nptr-�p �l � �Z3 �WilUlll 00D -flop �rnrnrn �7 0-4 z�� o �> rn A< =rn j x -'u z Orn�� OUrn x I r rnO�Z �z � nzA c�OzA u� Nx T(p0 p� ➢0 p<d� � rn�prnrn_ rn c did >mUl zrn rN rnA Arn T- < zA -jrn dcz -n 20 < �� ui �e rAi zo p � >o -zi 0 rnrn N N�� rid A rnC�-i r rn 0 rn 0 rn �p cprn rrnz 0 0 � rn> -n �p i 0 r� AYA I-I��IES BUILL?INGS 1,2,3,4,6,13,16 GHANGESf � MISG SUPPORT SHEET I �• �A l t 1 :cam. /pl nee rJ BLD-Building Permit Ver. 1 Priority N-- ZI . #07-7515 applicant:1STILLAGUAMISH SENIOR CENTER-STILLA{ status:JAPPLIED address:i18222 SMOKEY PT BLVD L,ARLINGTON post date: 7/20/2007 data screens: Select Screen functions: Select Permit Function_.. VIEWS " Add Ra+iew I 12�mnse Red�w Perot Cl- 1 014 P-Public Works I LRUPERT 6118/2008 0 Y N ASSIGN a:=a... 1016 P-Public Works II LTAYLOR 6;18/2008 0 Y N ASSGN 1026 P-Utilities Fees RSHEPARD 6/18/2008 1 Y Y ASSIGN r 2000 C-Building I CYOUNG 611BJ2008 0 Y N ASSIGN t 2008 C-Community Development I BFECHT 5/27/2008 1 Y Y ASSIGN 2010 C-Community Development A BFECHT 6/18/2008 1 Y N ASSIGN 2014 C-Planning I YPAGE 6/18/2008 0 Y N ASSIGN r. 2016 C-Planning II KSHERMAN 6/18/2008 0 Y N ASSIGN 3004 X-Fire TCOOPER 6/18/2008 0 Y N ASSIGN r tmne �� F(—jq L iht'w"t %100% r r s ,v t'!u't r• `-. :,. �.uttpl+.�:1'kE;� t:t r _ t# Start A L3 En " ,-'I irbox-Microsoft Outlook PermRTrex•LM-bfech... 07-7515-bfecht-Mi... 0 VAndows Meda Player I a._j 10:24 AM r Wednesday, Jun 11,2008 10:24 AM it F: Y UCity of Arlington Communit Develo ment y pPermit Center REQUEST FOR REVIEW NAME: 1 L BP DATE:A RETURN THIS FORM BY. S/ PROJECT SUMMARY: LID r. UTILITIES v KERR'Y W., BUILDIP!G BILL B., NATURAL RESOURCES SCOTT B., BUILDI!IG ENGINEERING D YVONNE P., PLAt;!dING SHERRI F!;EL PS, SUS LIC 1 `Z114? C1^V,A . CCNSULT,�''�T AUK a - RYL T., r.1�,RYSVILL E UT!L „10. T. CCr,SI_'LT"'�T SUBMITTAL INFORMATION IS ATTACHED. F!e2se review the information and return this fcrrnand your comments in memo form to the Permit Cen'er. If you have no comments, please return the form-,%iih the "Okay to Issue" box checked. ' PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO THE PERMIT CENTER_Nk COMMENTS FOR THIS REVIEW ARE IIJ THE ATTACHED MEMO ❑ NO COMMENT FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY <�-6, DATE � ✓� —t-7 Keith Hoyer DB Johnson 18308 Smokey Pt. Blvd. Maryville, WA 98270 Dear Keith, After reviewing the permits submitted for the Stillaguamish Senior Center it has come to the attention of staff that some of the buildings proposed do not meet the designs that were approved by the Design Review Board and will need to go back to the board for approval. Would it be possible to meet with staff to discuss? Based on the current submittals the buildings noted that do not match the approved Decision of the board are listed following: �07-7479 I31d�. 1 07-7512 Bldg. 2f 07-7513 Bldg. 3-'' 07-0714 Bldg. 6" 07-7515 Bldg.13 07-7516 Bldg.16 07-7534 Bldg.4 07-7535 Bldg.5 All of the Building Permits must also meet the conditions of the Conditional Use C 06- 018 decision of 09/08/06. See attached for reference, i.e.: City of Arlington traffic mitigation fees must be paid and site civil approval must be done prior to issuance of building permits for the expansion. Also requested was an overall site plan that clarifies the setback dimensions for buildings shown right on the 5' dashed setback lines. See attached mark-up. You can bring that with you when you meet with staff if you wish. All previous comments from the Fire Marshall's office apply and must be addressed as well. I will be calling to confirm an appointment time with you. If you have any questions please call. I gards, , Brenda Fecht Permit Technician City of Arlington 360 403-3551 r � - .� 1 i � �, Y City of•Arlington 7� o Community Development tING� Permit Center REQUEST FOR REVIEW NAME: t BP #: 1 DATE: RETURN THIS FORM BY.� PROJECT SUklIMARY:-sFr� — H b l .� - - r q I '+Lf�I^' F.1 C., I i� Ur;�'� ,. UTILITIES RECEIVED KERR•Y VV., BUILDING BILL B., NATURAL RESOURCES SCOTT B., BUILDIrdG ENGINEERING YVONNE P., PLANNING SHEFRRI F'—'ELPS, BUS L I C C1^,A . CCNSULT,'T '"�RYL T., r.IA,RYSVILL E UT•L _+!r0 T., CONSI_'LT'�\T SUBMITTAL INFORMATION IS ATTACHED. Please review the information and re!urn this fcrmagd your comments in memo form to the Permit Cen'er. If you have no comments, please return the forrn•n�th the "Okay to Issue" box checked. PLEASE MARK ONE BOX, SIGN, DATE, A14D RETURN THIS FORM TO THE PERMIT CEIJTER., � COMMENTS FOR THIS REVIEW ARE 114 THE ATTACHED MEMO ❑ NO COMMENT FOR THIS REVIEW, OKAY TO ISSUE PERMIT COMMENTS / f� 7--)� �o� f® See- wi( k- -ke s f c� REVIEWED BY DATE i Q0a 15 13 ,ES1pENCE C)'VY oh SINGLE Fp►M��-Y CA-rloH • R�lT Ap p LI y� o� BUILD 1 N P� unity Develop 4Went 03 3551 FAX(360)403 3447 L 1 N G S De artm a n't o WA g82� Phone(360) THIS City of Arlington • 238 N Olympic Ave. Arlington 3 • RESIDENT STRUCTU 6)ACCURATE, G UNITS R SIX THIS APPLICATION TO BE USED FOR ONE ANt� T1N0 EWS of CONSTCODE APPLICATIONS. APPLICATION MUST BE FULLY DIMENSIONED PLOT CPLANS AND OMPANIED BTwo ((� (SETS OF ENERGY Combination So ( ) plumbing Y`� OD14 1 tiS 00000 5o Z TYPE OF PERMIT: ( ) Building ( ) Mech ;ewloal So-S parcel ID 4: 5-0s Project Address: &"k ey o� �- Le 1 oA S� - Lot#: Subdivision: �' ,�p� -G�( ProJectValuation: �zS� �21 -Z910 Project Description: giltk 1 phone Number: oZZ3 l.Q��t� Zip code: 9g AD^ State: �� -L a,S•L7-3 10� S�,,kcy �>l. T3rr� G sty: w Address: phone Number: ffG�' ve�`z°^ Contact Person: —7jg`�K E.maik 27C Cell Phone: Fax: .� Zip Code• State: _� Address: `�b I GrDVt �• ,T G i ty: umber: phone N / Zip Code. N Lending Agency: A State'. Address: 659-339K phone Number: �Z�L Zip Code: Contractor: 1 II ✓fir !v1 1I State: Address: �rDV-t- ST, UA•T]3 G 9ty: Expiration:-- Contractor's License Number: Phone Numbef Z� A— ZIP Code'. Plumbing Contractor. Sol-( U I ca �) `�—` ` L�fM State: I p SV,I Address: /So:7o y /�,t� �C G ity: Expiration: 3toc7 -" 'I 3 S�v�J V� C� hone Number'. Contractor's License Number: P a g�-12 W,A Zip Code: Machanlcal Contractor: 0,2 ,5 e-�ivi- ��L State: Address: s a o �' h k", 54, C sty= Expiration: Contractor's License Number:_f's 44 CA C�• C City of Ad[a9t�Permit F O R STAFF USE 014LY �-» 0 7-,ZO-07 ►��r' Recetpl tt 3107 dwa !!k7�Permit* Aced av P.rnountRecelved P a9e of 2 V1:B Forms-46 v �� r �� Staff Analysis for Condit_,al.,al Use Permit September 8, 2006 Stillaguamish Senior Center Expansion C-06-018 2. Prior to any construction activities, the developer shall file and receive approval of site civil construction plans which comply with all requirements of the Land Use Code, International Building Code, International Fire Code, and Public Works Construction Standards and Specifications. Said plans shall address all site improvements, either required or voluntarily provided. 3. The developer shall meet all local, state, or federal code requirements. Attached is a list of code requirements that are specifically called to the developer's attention. It is in no way intended to be a complete list of code requirements, but a general checklist of major steps and issues. Please refer to the AMC for a complete list of code requirements for your particular project type. 4. Prior to approval of the site civil construction drawings, the landscape plan shall be revised to show the required minimum 3-foot solid fence or wall on the entire south property line and a minimum of 5 feet of "intermittent visual obstruction" type of landscaping on the entire west property line to provide a Semi-Opaque Screen, Type B. In addition, the landscape plan shall show all proposed trees, including the mitigation for the significant trees that are going to be removed from the site. Any significant trees removed because their retention would unreasonably burden a development shall be replaced with 5-gallon-sized native species at a ratio of 3:1. 5. Prior to issuance of any building certificate of occupancy, the developer shall install 2 additional recreational facilities pursuant to AMC §20.52.020(a) that are best suited for the age bracket of seniors that will reside in this development. 6. The developer shall install frontage improvements along all the remaining uncontrolled areas owned by the Senior Center on Smokey Point Boulevard. Improvements shall be done in accordance with the Public Works construction standards. Improvements satisfying this requirement shall be shown on the site civil construction drawings. 7. Prior to issuance of any building permit, the developer shall submit payment of the following City of Arlington impact fees (estimated based on 56 new multi- family dwelling units [12 existing] and/or 6 new p.m.-peak-hour trips): (NOTE: No WSDOT and Snohomish County Traffic mitigation fees are required.) Impact/Mitigation Fee Units/p.m.- Current Estimated Peak-Hour $/Unit Amount ($) Trips City Traffic 6 I 3,355 20,130 City Community Parks 56 1,497 83,832 Schools 56 0* 0* TOTAL 103,962 \\coaadminl\Plannina\Shared\Current PlanniWARCHIVED PROJECTS\Site Plans Zoning Conditional BSPeciahStillaouamish Sr Ctr Expansion C-06-018\Stilly Sr HE staff analysis.dock\Ceaadfn"PIaAninl@lypagelStillaguamish-S-CAf-- xpansioA G 064*\StHly Sr-HE-slaff-analysis:doc 09/08/06 Page 7 of 9 i y 6� City of• Arlington 7 o Community Development Permit Center REQUEST FOR REVIEW NAME: L BP i DATE: RETURN THIS FORM BY: '�< lc;l PROJECT SUI0MARY: S , UTILITIES KERRY 1J., oUILDNG BILL B., NATURAL RESOURCES SCOTT B., BUILDIIJG ENGINEERING YVONNE P., PLANNING SHERRI F! EL~S, SUS LiC CVVA . CONSULT NIT C'ERYL T., r.:lr'-\.RYSVIL L E UT'- _I!r.`^ T., SUBMITTAL INFORMATION IS ATTACHED. Pease review the information ?nJ return this fumand your comments in memo form to the Permit Censer. If you have no comments, pl:-=?se return the form.,-;ith the "Okay to Issue" box checked. PLEASE MARK ONE BOX, SIGN, DATE, A14D RETURN THIS FORM TO THE PERMIT CENTER. � ❑ COMMENTS FOR THIS REVIEW ARE 114 THE ATTACHED MEMO ❑ NO COMMENT FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY / DATE U Staff Analysis for Condi✓.oal Use Permit September 8, 2006 Stillaguamish Senior Center Expansion C-06-018 NOTE: Actual impact fees due are those as set by resolution at the time the fees are paid. These amounts are provided here as an estimate. They may either increase or decrease by the time they are paid. *Attached is a letter from the Lakewood School District dated July 18, 2006, granting a waiver from the school mitigation fees (Exhibit 2). 8. If any archaeological materials are discovered on the site, the State Historical Preservation Officer, the Stillaguamish Tribe, and the City of Arlington shall be contacted and measures taken to preserve the materials and the site. 9. Prior to issuance of any building permit, an avigation easement shall be dedicated to the Arlington Airport that reads: "A perpetual easement and right-of- way is hereby granted to the City of Arlington, State of Washington, its successors and assigns ("Grantee"), for use and benefit of the public, over the plat starting at 287' Mean Sea Level (MSL), for the purpose of the passage of all aircraft ("aircraft" being defined for the purpose of this instrument as any device now known or hereafter invented, used or designated for navigation of, or flight in the air) by whomsoever owned and operated in the air space to an infinite height above the surface of the Grantor's property, together with the right to cause in said air space noise, vibration and all other effects that may be caused by the operation of aircraft landing at or taking off from, or operated at, or on Arlington Municipal Airport, located in Snohomish County, State of Washington. Upon said property, no development or construction shall be permitted which will interfere in any way with the safe operation of aircraft in the air space over the land described herein or at or on the Arlington Municipal Airport." 10. Prior to issuance of any building permit, the proposed boundary line adjustment shall be submitted, approved, and recorded with Snohomish County. 11. The developer shall clear all outstanding Planning Division permit-processing accounts with the City within 60 days of issuance of this permit. 12. Per AMC §20.16.220, this conditional use permit shall expire automatically one year of the below date of approval if the use is not commenced or if less than 10 percent of the total construction cost has been completed. G. HEARING EXAMINER DECISION On September 13, 2006, the Hearing Examiner held the public hearing for the Stillaguamish Senior Center Expansion Conditional Use Permit (C-06-018). He approved/denied the conditional use permit based on the findings or fact, conditions, and recommendation of the staff analysis dated September 8, 2006. His decision is dated XX. H. APPEALS Per AMC §20.20.010 and AMC §20.98.210, to appeal this decision or the SEPA threshold determination, an appeal application must be filed, with all required fees, within 14 working days of the date of issuance of this permit. The City Council would hear the appeal of the permit and \\coaadminl\Planninq\Shared\Current Planning\ARCHIVED PROJECTS\Site Plans Zoning Conditional&Special\Stillaquamish Sr Ctr Expansion C-06-018\Stilly Sr HE staff analysis.doG\GoaadFnin1\PlanninglypagelStillaguaniishSr-Gtr-Expansion-C-O6-018\Stilly Sr-HE statf-analysi"oc 09/08/06 Page 8 of 9 -0y EICEwWE . City of � 2 s 2007 7 Community Development ALUWftDW. �4 1N G0 Permit Center REQUEST FOR REVIEW NAME: ) BIP l DATE: — RETURN THIS FORKI BY: � PROJECT SUMMARY:S F 1___j ' UTILITIES KERRY �rJ., EUILD!HG BILL B., NATURAL RESOURCES SCOTT B., BUILDIIdG ENGINEERING YVONNE P., PLArd!,IING SHERRI FI—'ELFS, SUS LIC C�°^;A . CCNSULTP'T rDERYL T., NIPRYSVILLE UT"— _I:.f,l T., CCr,ISIJI_T^NT SUBMITTP-.L INFORMATION IS ATTACH-'ED. Rease review the information and return this fcrrria9d your comments in memo form to the Permit Cen'er. If you have no comments, pleese return the form.,tiith the "Okay to Issue" box checked. PLEASE MARK ONE BOX, SIGN, DATE, A14D RETURN THIS FORM TO THE PERMIT CEIJTER. X ❑ COMMENTS FOR THIS REVIEW ARE I14 THE ATTACHED MEMO NO COMMENT FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY DATE U City of'Arlington Community Development Permit Center REQUEST FOR REVIEW NAME: a C (_ BP #: ��� `� J l t DATE 1 RETURN THIS FORM BY: / pp PROJECT SUf�4MARY: `.\ Ff�—� ' q f f.1 C., UTILITIES KERR'Y �V_ BUILD!fiG BILL B., NATURAL RESOURCES RECEIVED SCOTT B., BLIILDI'dG ENGINEERING YVCNNE P., PLANNING SHERRI PHELPS, SUS LIC C1��,A . CCNSULT't:T r--"'RYL T., N-IrA-RYSVILL E UT'L. Jit\11. T., CCr`JcI_IL T.'�NT SUBMITTAL INFORkIATION IS ATTACHED. Please review the information and return this fumand your comments in memo form to the Permit Cen'er. If you have no comments, plea-ze return the form-,%ith the "Okay to Issue" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO THE PERMIT CEIJTER.ct � ❑ COMMENTS FOR THIS REVIEW ARE IIJ THE ATTACHED MEMO ❑ NO COMMENT FOR THIS REVIEW, OKAY TO ISSUE PERMIT =C� COMMENTS—/4�� REVIEWED BY DATE �� JRR Engineering, Inc. 18609 76th Ave. W., Suite B Lynnwood, WA 98037-4149 RECEIVED (425) 697-5108 Client: Himalaya Homes Project Location: Varies, Building 13 9633 Market PI., Ste. 201 1 1 1 1 GOA PE IT CENI ER Lake Stevens, WA 98258 Design calculations are for 85 mph wind exposure B (425) 377-8600 and 25 psf snow load. Do not use or depend upon these calculations for more severe wind exposure or snow loading. Scope: Lateral &Vertical Design Code: ASCE 7-05/ IBC 2006 Lat. Des. Parameters: Seis. Class. D, (SS): 1.25 Dead Loads:]Roof& Ceiling load 15 psf Exposure: I B Floor load 10 psf Windspeed (mph): 85 Exterior wall load 8 psf(surface area) Live Loads: Snow Load (psf): 25 Interior wall load 10 psf(floor area) Floor Load (psf): 40 Lim. Attic Sto. (psf): 20 Assumed Soil Values per IBC 2006: Soil Bearing: 2000 psf(Contractor shall notify Engineer if testing indicates bearing capacity is lower than 2000 psf) Wind Design: Ps=%*IW*P53o*Kzt (Simplified Wind Load Method, Sec. 6.4, Eq. 6-1) Where; k , Adjustment Factor varies over height & exposure (Fig. 6-2) IW= 1 1 1 (Table 6-1) I. P530,Varies with roof pitch and building zone (Figure 6-2) Kzt= 1 Topog. Factor(6.5.7, Fig. 6-4), equal to 1.0 for flat terrain Roof rise in 12" : 5 " Roof rise in 12" :1 0 " Horizontal Pressures Horizontal Pressures A B C D A B C D Ps30 15.9 -4.2 10.6 -2.3 1 Ps30 11.5 -5.9 7.6 -3.5 0-15' PS 15.9 -4.2 10.6 -2.3 0-15' P5= 11.5 -5.9 7.6 -3.5 15'-20' P5= 15.9 -4.2 10.6 -2.3 15'-20' P.,= 11.5 -5.9 7.6 -3.5 20'-25' P5= 15.9 -4.2 10.6 -2.3 20'-25' P5= 11.5 -5.9 7.6 -3.5 25'-30' P5= 15.9 -4.2 10.6 -2.3 25'-30' P5= 11.5 -5.9 7.6 -3.5 30'-35' P5= 16.7 -4.4 11.1 -2.4 30'-35' PS 12.1 -6.2 8 -3.7 35'-40' PS 17.3 -4.6 11.6 -2.5 35'-40' P5= 12.5 -6.4 8.3 -3.8 Seismic Design: V= Cs*W (Equiv. Lat. Force Des. per ASCE 7-05, Sec 12.8) Fe = 1 (Table 11.4-1) SDS = Des. Spectral Resp. Accel. Parameters (Sec. 11.4.4) SDS = 0.833 (Eq. 11.4-3) D = Site Classification (Section 11.4.2) ELM ft- IE = 1 (Table 11.5-1) Fa& Fv = Site Coeff. (Table 11.4-1 &11.4-2 R = 6.5 (Table 12.2-1) V= Seismic Base Shear(Eq. 12.8-1) Cs= IE*SDS/R (Eq. 12.8-2) W= Effective Seismic Weight(Sec. 12. ` p = Redundancy Factor(1.0<p<1.3) (Sec. 12.3.4.2) Pol i 18222 SMOKEY POINT BLVD BLDG L fore; V= 0.12 W 4 07-7515 (OLD SYSTEM NUMBER) I i(' I � L Ol I ��IONALE�G` ' PreF ed by: RAF Checked by: RKR Project Name: Building 13 EXPIRES I 12g. Z.orl AMA616 aN F�Ab�E l2 Project No : 08-32B 671&/Zvo Page 1 of J3 '� - ` ~ , � �� ��/ �L | - --- - -- -- .' . - ' ' w . _ - ' : � - J"R -30,ngineering Tnc. ENGINEERING & PLANNING SERVICES Project Name:_ V1.L 1N6 Za3,y, Ug uc 16. L � 5-2 5-Z U ZZ 0� S-z PA rr WALL D 6 ® A 33 vjnR6 WALL �z G s Z STAIRS x sZ Dul V Pp c oR PLAN NOTE- LO,06NTITpNAt SHER7M N� N-?�S NAZL-SN6 UNO Designed RAF Checked R Date�l24V^ Sheet- Z of `3 � � i ._. �.TR � Rngi.a�eerz�� Tnc. k 1 ENGINEERING & PLANNING SERVICES Project Name:__ uv1 L���� 21 3 4,�lb yg h1� Mq CXT w,4WL OR c6 pTok PARTY WALL J � 1 I ALL 8vv Ex7 p r _FB►'L 6-AT ►v�l. 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ENGINEERING & PLANNING SERVICES Project Name: LIU], G, 2•3.1.1,b J b No.: O0 -216 LATMAL \V/1 NO E>\ID ZONE , Z,Q/ SINE U I, uz y 'I�.�[ S�$)] + l0.6[ �� 87f uc V= I ,s[ + ?Ur-)] = Sao p1,MZ V= II.S[ z(. )( 7)-k7k-t)] � � + 970 I ash OA V- I (IF)f-1)]- WOO +101L �R)1+Is1L I� ) ] + s3 = Isiof LATE1zAL /S61S r1l�- APPA —1.ENATN OF TAVs3 AW;TL.FOA 57�G lbc --� r x�l�'°�N I = b9 K+3,01-+ Z,3�+�,S = I z,"7" IOLgblj+3,0k-1-8��)�Z)�7-b,��35�� +�,3k F ( b7X3 flZx2b)] + 17, + (z°x,2,V�)�(3 r;K zot) x 17,] - y,6Kt3.pkf3,9K- 2,3k-tl,yK+6,31+0,4K.= Ul E I7,7f7-1,q= 3'f.6 : -�� (,3 per ASS 7-05 566 ►z (Vvp:, 123(17) - 0, 5S2— 14,7(17)+14,11f ASD co NV; Cvt4p- 2('1(p) VM)J- Orl-ll 3 ` b) iI (0,'I"lU�� Zp00 12-,7 07)tzl.4l 8) l Designed_KAF Checked.P\KR — Date 3 N Sheet of_13 IL VTR �'? .Engineering Inc. ENGINEERING & PLANNING SERVICES Project Name: EVLLM96 Z�3�1,6 ATcv wT-(ow I-OAps 1NE 66 SM O ✓VZNn UI,0 V-:7-q tO (�.) : I zzo 870 u� V: z4v W = Izzo > gs (JG V- zJlwO(z)- Ilz ` 530 M Ix V= z000(z) +17,z r 222t > :I gso MA V 7-000( 461z) = ss > VOO z7-0 16 70� MG V= 7-000(2-) z = Zz2o > I SI izwN U I V= lz 1vo; 17-7-0/l S.zx2) = I 17 PLFL Z30 Ylf OVERTVF,Nl:P, IS NOT U2zn-�,AL. (e.r. wor cK�r L-TNIG VZ V= �zzv /-7k P�K 230 0 O.T. NOT GAIT, Designed RAF Checked Rxp, Date �P-VOq Sheet off r '� f &TR Engin eerin,g, Trtc. ENGINEERING & PLANNING SERVICES Project Name: OVItOl i 2 y;4 b No.:_ 0�-3Z Me U U- IZ2c� � R65POIV56 Mooir:scATro/v AD7u5TMr IZ ATfO Folc GYPSUM WAIL BDAKD A•F pl-F ,/., 17S pLf QK 01T N ur CUT. I.TNE uc v= IZZe Q ptk,' Z30 PLC P'T. N o'i c : L1:NC r'11 !,3 g5Dcv =.TAN AS I dN s►-ir y 7Pb141(3.3)= 625 PLf <.,�pq _ Pt �S 3 UPts FT = v 5['): S-xo`,G 5Dz5. 14 ANCHOK 60 , 'Z I� B oN 3x . MOD5ZL L = 73D(l,33)= 1�71 �IeoL M oN 1.x MVDStLL S�U� �,3s) `.785�aoZT w/3`>13`'X"W' P1.1', AB= ,� Low ©N 6CAM 01/6k G,W(,,6 (LZNE V I) p>ZAb, L��N (z7p < Ilg5-It- HfS zo FCAM ro 'fOP pL. M/wz Z` 19 }- 667 PJF >V-5 P4 Designed RAF Checked KOS Date 3/Z���g Sheet r .� Engineerzn Inc. ENGINEERING & PLANNING SERVICES Project Name:. POILD1N6n 6,1� No.: Of-32B LINE 'MI V=Z2ZE 1T�zz2a/��l.sl= 1�� PLF< 23a PLF 0 07, N nT G P IT. LINE MA AT LT WALL ►N/ GAKAG (WnKsF tAS6 OtO4 13) \ . " � Vs' .s FKWM 6H&T 13 V'= s-04+ 700"= iZW IZ50/31 = 40PLF i DONV, FRAMZN k NAT4ZAI& UNO �Z ��NV< F116►) AT rAW WAr'.L v-s;z( z ) "lr= I7,V/31 = Sq pl- 17 f�F A8= 711,0,6, 0•T, NLT LKVT LZ1J A V-= 1 d,e � f 5�3 al 1/0' 5`4Wd q M PLF G, I7S PLF ©® A8= 60" 0,G, Ll NE M G V= azi.o' '�f, 7,7,2-0/16 = 13 R P LF< 2319 PL F O 60"0, T, NOT (,FXr Designed aAr- Checked Date 312-5108 _. Sheet 7 of._ 13_ ENGINEERING & PLANNING SERVICES Project Name: PLAN I\JG. 2.13 _ No.: y� WLL L - (ASS L&A (-I�p,� .L S' TzUs's Ptz� HDks L� 3� Pi� UOf I Vo' WD '4 W 2x� pug t:S' --.--. 1�7-V:: WO < P?(7-)(LI';)-z I f Fe ,M- 10 - Imo .-. -� 1�� (2-) 24 qF- Z GAS, Ok PDR s L= q' Designed.RAF Checked Rkk Date 3 �5 Sheet of �3 � � i� ENGINEERING & PLANNING SERVICES Project Name PLAN e PulLoj=LIG Z,3,6,/k Brat No.: O 7-6 PDrcL1� �r� L- 1 o` ( 00 �� � 70LO � rZ-0)( 10 �, Iq .� Lid W-8 dF 2 C� AIL=_ ZZ,S(Z24)'(1 1s)� y :D_37 N ����3 � y2�n �3�� x i� 1. �c LV L 0 . L o5 L= !z-' qk AU ) REAM AT U 1172, PART'wALI' i z o)(pop'tH) rI S.�Z��c1 _ � 3 ZD(s�� 8 7D( � �510� < z 22,01 >$ H IC Z Designed P'Ar Checked "BIZ Date. � Z 0 Sheet of l3 t. ' •' }o Q1 49aug $Q alea paraw ?1 pau61Sa0 2t ) h o g 4. IF 2 9 =-7 woov B LZ -Wd PVod /WOO -P 7z9z Z6c► 01106-W>#, zoz2 = 9 90-z �d Q WH OOo L 4?! Nli�f z Z o1 = Al/ *111Z (c= 71YH b wYY9 -doo-7i z " 0 oN ,y h'f`Z 'SIN �G / =@WeN l39foad S30IA83S JNINNvld > ON1d33NI9N3 lti � ENGINEERING & PLANNING SERVICES Project Name: PLAN 6 E VI L IO% L 3. , f 6 4kLi No.: ®q-n'O l f i h FL ODD Y OW @ K L Y.-G ;A LIDIg L, LOB;» NFL, „ M 110 0 ( Z" G MAX LL12 SPAN Iq -Z"- Ohl MAX UA AN '-�'' Designed Aril" Checked I`k'\. Date Sheet of J"R Erigixx eea-i"A- - r"O ENGINEERING & PLANNING SERVICES Project Name:_ Z t-AP, 4APAZA6 9013 bAmY No.: 6�-�37- d D7- 221 g' 4' K s-Z Q gib� 72 N -7,7 al o a (vLA&A U 4_- PLAN N.T s. GONV�NTANAL- NA-�L,ZNA Designed KAF Checked keR Date_514/0 Sheet JZ of .. . 1 i JR '? Engin eering Inc ENGINEERING & PLANNING SERVICES Project Name: 2 GAR =L &AK 01-LA 13-ONiY No.: DR 3ZF LAT\WZJy0 END zDNC�Za: 01)AI: 0,1(2,2 =2.2- s51 L067 ZON&- a U/`- kNT►JD LOADS LzNE GA, 6,6; V= ►s,f(#1)+I0 b (y)(y) = 3Qq� V, ,= InCy1.s� 4S.2od V- Czl lb-,)� A)l 47,6 Ei Q,( Z6+3,31�.�1i)l - g� SOS- L.,4T 1,3 per Ma 7-v 5 --� [Z4-72] 4-9l -z)( n 9n v o,zS(coq)(,,; _ MD c d.Nvv-� 1 TAPLAT&D P6544N LOAD S SETIMIC whin Lfi►U(-, GA, 69 V- )Lto0(t) : 700# b'b' 61 1, G Z V2 It 700* < Tte LTNC- GA, G G, V= 700' -1 j 700/z7-= 3L XF CONY t ArT�roNAL 5geATiaNG R NrTc.& O Ov6Wr N4AI A -1 5 JV OT �1 T2�AL t '•Ntf1'G M A6 ON 2� ,MVV SYL�x 500,33) =7f; lemT WA =72 "Pb, LINE l T ass uhLIF-r Zfs-( P)V 136Q 3Io 5TMDIu A6 L '/i� VA/ 3x MV05zJ L = 7)v(1,)))c R71'1 ovT L,13'xa"A'' pi- wvA =3b"u,—Z OOLTS LING �Z V= 8t Io te)e 5-v P�f Gavv.FMA Ae= 72"0,t- VM t —&RnA n0012 HD& L_q,Zs' fin/—�S�z�)� Z �. �� �' �� ►� I`1= U�ol q,Zs /8)� y706 ��ZkO(1.1;��4g76 '��c19 M� Z Designed Checked IP,kR Date t b $ Sheet )3 of 13 r. I 1 �1 a �: .. a r Scott Black From: Ron Riach [Ron@JRREngr.com] Sent: Wednesday, June 18, 2008 10:55 AM To: Scott Black Subject: Himalya Homes Bldg 13 Scott Black, Please note the calculations provided for building 13 include the garage per the cover and pages 12 & 13 but are otherwise the same as calcs for bldg's 2,3,4,6, & 16. Thanks, Ron Riach RESIDENTIAL APPLICATION SUBMITTAL CHECKLIST g ` Department of community Devefopment City of Arlington - 238 N Olympic Ave. • Arlington, WA 98223 •Phone(360)403 3551 • FAX (360)403 3447 Please use this checklist to ensure that all necessary information is provided for review of your project. V One {`l} completed Single Family Residential Building Permits Application Two (2) accurate fully dimensioned plot plans A/ Two (2) sets of construction drawings V Two (2) sets of engineered drawings and calculations (If required) Health Department approval of septic system u_ Verification of Water and Sewer Availability from City of Marysville (if applicable) Cross-Connection Control survey application APPLICATIONS ARE ONLY CONSIDERED COMPLETE IF ALL INFORMATION REQUESTED ON FORMS IS FILLED IN. WC[3 Forms—40 Page 1 of 1 02JOB sb t S 1GLE FAMILY REr'DENCE BUILDING PERMIT APPLICATION Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 . Phone (360)403 3551 • FAX (360)403 3447 THIS APPLICATION TO BE USED FOR ONE AND TWO DWELLING UNITS RESIDENTIAL STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO (2) SETS OF CONSTRUCTION DRAWINGS AND TWO (2) ACCURATE, FULLY DIMENSIONED PLOT PLANS, TYPE OF PERMIT: ( ) Sfr ( ) Duplex (XDuptm to be Condominimized Y' Project Address: 2 S' JL"U T- 01L1� Parcel ID#: CL�4 � - ; 7l/� 1 �3j� Lot#: Subdivision: Project Description:yo ( Tm S�l { Project Valuation: 3(00 , nLJp Owner: (I 11 C., Phone Number: Address:q(Q Ji3_ V (_ She 2ol c itylA10SWInS State: Zip Code: -I`6 Contact Person:_ IL-P--. S, "-(t7Y 1 Phone Number: q1.G--5J I—S(0M Cell Phone: t-�Zc� Sad- (o33 Fax:'f2_5 -37J—bl0q( E-mail: M JU 0 �l f V! Address:S-Alm City: State: Zip Code: Contractor: _!7'l 1 1 I�.�� A0, iS, In Cj Phone Number: UMI t a Address:` 1�_ [��S C��D(�� City: State: Zip Code: Contractor's License Number.wTmAruti- i lD i oeT Expiration:- Plumbing Contractor• Phone��N®®u��mber: 3&0 0g52—(002-a Address: 1�5QM City: State: W;T7 Zip Code: Contractor's License Number,)a i Nhv P(0 Expiration:-to-1 1: 12 QM Mechanical Contractor: j -_l `�; �i(� / Phone Number: 7-G- 5 ' N( u c Address: -!�0 T��� �� City:�� ,SUI f�e - State: ��' Zip Code: 9 qZ�Q Contractor's License Number.-lbKA 1�' II 2IM N Expiration:— ` I Lt -7 FOR STAFF USE ONLY REVI S �D Permit# 18222 SMOKEY POINT BLVD BLDG L Receipt# Date Received FM 07-7515 (OLD SYSTEM NUMBER) 02/08 sb WEB Forms-46 _ NGLE FAMILY RE''__'iIDENCE BUILDING PERMIT APPLICATION Department of Community Development City of Arlington • 238 N Olympic Ave. -Arlington, WA 98223 • Phone (360)403 3551 • FAX (360)403 3447 Number of Plumbing Fixtures (Including Rough-ins) Plumbing Fixtures Accessory Main Unit#X Total Fixture Total Number Fixtures Dwelling Unit Residence Multiplier Units Bar Sink X 1.0 = Bathtub or Combination Bath/Shouter X 4.0 = Clotheswasher X 4.0 = Dishwasher X 1.5 = La Hose Bibb LlX 2.5 = to Kitchen Sink 1,4 X 1.5 = Laundry Sink X 2.0 = Lavatory(Bathroom Sink) X 1.0 = Shower(Stand Alone)Each Head X 2.0 = Water Closet(Toilet) Z. X 2.5 = Whirlpool Bath or Combination X 4.0 = Bath/Shower Water Heater Other Total Fixture Q Units v 5 . Traps(other than above items) Column Totals � Estimated Project Valuation Building Square Footage (4a l 1 s` Floor CY 2"d Floor n 3`d Floor Basement Deck Garage Water Supply Piping A. Fixture Units: Number of Fixtures'X Fixture Units=Total Fixture Units B. Distance from meter to most remote outlet: 0 feet. C. Difference„ in elevation het;ueen meter anti hinhest fixti ire• feet above mortar or feet below metP_.r• .1..�_...,.-_._. D. Pressure in street main: psi. (Measure with gauge or check with Water Department) I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described prop i in accordance with the laws, rules and regulation of the State of Washington. _ & I a-10� p cants Signature Date FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received WEB Forms-46 Page 2 of 2 02/08 sb F,NGLE FAMILY RE"'IDENCE BUILDING PERMIT APPLICATION � Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington,WA 98223 • Phone (360)403 3551 • FAX(360)403 3447 Number of Plumbing Fixtures (Including Rough-ins) Accessory Main Total Fixture Total Number Fixtures Plumbing Fixtures Dwelling Unit Residence Unit#X Units Multiplier Bar Sink X 1.0 = Bathtub or Combination Bath/Shower I 4 X 4.0 = Clotheswasher X 4.0 = f Dishwasher X 1.5 = Hose Bibb X 2.5 = I Kitchen Sink I `4 X 1.5 = Laundry Sink X 2.0 = Lavatory(Bathroom Sink) X 1.0 = Shower(Stand Alone)Each Head L4 X 2.0 = Water Closet(Toilet) Z- �, X 2.5 = Whirlpool Bath or Combination X 4.0 = Bath/Shower Water Heater Other Total Fixture Q Units v Traps(other than above items) Column Totals 1 1 Estimated Project Valuation Building Square Footage 1ST Floor ,JZ 2"d Floor 1 W�X� 3`d Floor Basement Deck Garage Water Supply Piping A. Fixture Units: Number of Fixtures•X Fixture Units=Total Fixture Units B. Distance from meter to most remote outlet: ,�?o feet. C. Difforon�a in ete;iation between meter and hinhect fixh ire q feat above mortar or � feet below..1. meter, D. 'Pressure in street main: psi. (Measure with gauge or check with Water Department) I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described propeTrMi#5b in accordance with the laws, rules and regulation of the State of Washington. I A/9-1- b 1 a-t 0� p scants Signature Date FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received WEB Forms-46 Page 2 of 2 02/08 sb " City of Arlingtn • Public Works Utilities Division 7�LIN water Department ph. 360.403.3526 CROSS CONNECTION SURVEY Residential FOR OFFICE USE ONLY Date Received: Survey reviewed by: Survey accepted by: Assembly Required: ❑ No ❑Yes DCVA RPBA Inspection Type of Residence: ❑ Single Family ❑ Duplex '❑ Triplex ❑ Apartment #ofUnits Other Project Site Address: le) SYYlOIC,e.1 rT JVcl VJ.l lei '(" ,W A" SeZZS Property Tax ID#:,b0q:57500C)CVW1. 5C)2-- 5(7PJ,5L-6 Lot#: Building Permit#: r'7 5 1 �5 Subdivision: Building size: #of stories Project description: Property Owner: Property Owner's mailing address:6)0-33 M ,ylu- ' t') Sle- ZD Property Owner's Phone# 02.5--37-7y(X�Q Fax# Z�J'�J"�7- -7 Occupant/Contact's name: M J 16 40 Occupant/Contact's mailing Address: C0—M-0 __ 0 Occupant/Contact's Phone# 5ck-" b 0 Fax# ':e:�O L e S .) The Rules and Regulations of the State of Washington Department of Health require that certain premises install backflow prevention assemblies.(WAC 246.290.490). Backflow prevention assemblies shall be installed at any premise where, in the judgement of the City of Arlington Cross Connection Control Specialist,the nature of activities on the premise may present a hazard to the public water system, should a cross connection exist. CCS Residential pg 1 2006 City of mjjon Utilities Division Cross Conn_ ;ion Survey_ Property Site Address: j-QK72_?_ S1 1 lJr./`(..Q.0 Pe PDIM C t VU O jy) .LOA Name of person filling out survey (please print): J)ijjTY, Place a check mark next to all equipment/fixtures listed below that are, or will be,permanently or occasionally connected to water for use at your residence (single family, multi-family, mobile, etc.) Toilets ❑ Shampoo Basin Sinks (kitchen, bathroom, etc.) ❑ Drinking Fountains ❑ Janitor sink ❑ Film Processors Hose Bib (outside faucet) ❑ Photo Developing Sinks/Tanks etc. Bath tub " ❑ Solar Heating system Shower ❑ Heating system using water Dishwasher ❑ Heating Boilers Garbage disposal ❑ Boiler Feed Lines )L Ice maker ❑ Bidets Clothes Washer ❑ Dialysis Equipment ❑ Air Conditioner ❑ Medical Equipment Fire Sprinkler system ❑ Water Treatment/Filtration System ❑ Lawn Sprinkler system ❑ Decorative pond/fountain ❑ Private Well on property ❑ Hot tub ❑ Swimming pool The above information is complete and accurate to the best. my "knowledge. I understand that any changes ,in equipment connected to the domestic water system must be reported irn lledlal,ely to the City of Arlington Utilities Division as*a condition of corkti e rvice. SignWire, -• ���� . Print name - - 42 Date CC Residential pg22006 City of r ,ngton Utilities Division Cross Cony. �,in Survey Property Site Address: P(1222- SM&W Pe BVd 1 ( Li I} ;L1O OA Name of person filling out survey (please print): ,11 AM TY, 1_ta)�-� '(244za-, Place a check mark next to all equipment/fixtures listed below that are, or will be,permanently or occasionally connected to water for use at your residence (single family, multi-family,mobile, etc.) Toilets ❑ Shampoo Basin `t Sinks (kitchen, bathroom, etc.) ❑ Drinking Fountains ❑ Janitor sink ❑ Film Processors i Hose Bib (outside faucet) ❑ Photo Developing Sinks/Tanks etc. Bath tub ❑ Solar Heating system Shower ❑ Heating system using water Dishwasher ❑ Heating Boilers Garbage disposal ❑ Boiler Feed Lines ;- Ice maker ❑ Bidets Clothes Washer ❑ Dialysis Equipment ra Air Conditioner ❑ Medical Equipment Fire Sprinkler system ❑ Water Treatment/Filtration System ❑ Lawn Sprinkler system ❑ Decorative pond/fountain ❑ Private Well on property ❑ Hot tub. ❑ Swimming pool The above information is complete and accurate to the best, rriy 'knowledge. ' I understand that any changes in equipment connected to the domestic Water Sysieiil riliist be repo ied iiTuiiediateiy to All City of Arlington Utilities Division as a condition of con ' e :rvice. Sign6t6re � ✓ c. Print name J Date • ' CC Residential pg22006 WCOSTRUCT, 4 N Diane Glenn OF WASHINGTON, LLC April 1, 2009 Razo LLC 9633 Market Place, #201 Lake Stevens, WA 98258 Stillaguamish Senior Center Expansion RECEIVE[ 1822 Smokey Pointe Blvd. APR G 4 20`1 Arlington, WA COA PERMIT CENTEn Final inspection report for Building #13 All inspections performed at the project were based on the builder's specifications, product manufacturer's specifications, and best industry practice. All references made are to the specifications developed specifically for the project. Course of construction inspections were performed of the building enclosure for the purpose of quality application of material to meet plans and specifications. Construction of the building enclosure has been constructed in substantial compliance with requirements of Engrossed HB 1848. The following areas were inspected with comments for each item and results of inspections. Window flashing materials Window installation Sliding door flashing r Sliding door installation Office (425)709-6100 Cell (425)351-0940 40 Lake Bellevue, Suite 100, Bellevue, WA 98005 l .� i I 0`'Y °� SINGLE FAMILY RESIDENCE z BUILDING PERMIT APPLICATION �L/nr c;l'0 Department of Community Development City of Arlington • 238 N Olympic Ave, • Arlington, WA 98223 - Phone (360) 403 3551 • FAX (360) 403 3447 Number of Plumbing Fixtures (Including Rough-Ins) Plumbing Fixtures Accessory Main Unit#X Total Fixture Total Number Fixtures Dwelling Unit Residence Multiplier Units Bar Sink X 1.0 = Bathtub or Combination Bath/Shower 14 X 4.0 = Clothemasher X 4.0 = Dishwasher u X 1.5 = 6 Hose Bibb X 2.5 = 10 Kitchen Sink LlX 1.5 = (� Laundry Sink X 2.0 - Lavatory(Bathroom Sink) L'I X 1.0 = Shower(Stand Alone)Each Head X 2.0 = Water Closet(Tollet) (4 X 2.5 = Whlrlpool Bath or Combination X 4.0 = Bath/Shower Water Heater W Other Total Fixture �r p Units to O Traps(other than above items) Column Totals 3 Z Estimated Project Valuation r+/ -1 If. wv - — - Bulldlhg Square Footage 1 1s1 Floor �_� 2"d Floor 3rd Floor Basement Deck Garage Water Supply Piping A, Fixture Units: Number of Fixtures X Fixture Units=Total Fixture Units B. Distance from meter to most remote outlet: feet. C. Difference in elevation between meter and highest fixture: feet above meter or feet below meter. D. Pressure in street main: psi. (Measure with gauge or check with Water Department) 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 ccordance with the laws, rules and regulation of the State of Washington. Zcc� AppllcafTs Signature Dat FOR STAFF USE ONLY City of Arlington Permit Center 07-20-07 07-7515 Permit# Accepted By Amount Received Receipt# WEB Forms-46 Page 2 of 2 3/07 dwa A complete TJ-Xpert®framing plan requires the iLevel®Framer's Pocket Guide IL-101 Framer's Packet Guioe for Prod41 d Tr ' c TJ-X art - - p software • • • • ' _ OPEN 7AMTo5PM The layout end associated materials list has MONDAY THRU FRIDAY Building 13 G — I been prepared based on project plans and/or information provided to Oso Lumbers It remains UPPER FLOOR thede responsibility of the builder,architect, t j reiewthisgner i other Lion to assurle e that to Oso LUMBER & HARDWARE review this information to assure that it is - + appropriate,accurate and complete. Approved By. Date: Offset joists up to 3" in either AARON LINGENFELTER direction for plumbing as depicted in I TECHNICAL SERVICES DIVISION MANAGER I plan details. CELL 425-231-5834 �/ 20815 67TH AVENUE NE 6 ARUNGTORWASHINGTON 98223 (On center spacing not to exceed 24' Main 360-925-41006Direct360-925-4138•Fax 360-925-4179 without approval WEEISITE:WWW.QSOIUMber.COM EMAIL:aaronlingenfeiter®OSOlumber.COm V Trurim A3 — MI A] - - O Rm1 Rml 11FF al ;,` Rm1 ll 6N F 6M 1 / ikf it ►�_,__ ill _�; O1. 41 �,l. Qyi i 11 N F is 6••la ilnis= �i +lot°ara+ a 4 11 t ,1 11 li 11 /1� F sssi's �; ss>a4a � ( N �i 1 1 li IF II 71 , itn 1 - 1 .s•=a ..=::ar 1 save .� ssss=:: „1 JOIST AND BEAM LIST Plot ID Length Product Plies Qty ROwner/Builder must review and approve A16 16' 9 1/2"TJ 1210 joist 1 24 layouts prior to ordering materials for At 14, 9 1/2"TJI 210 joist 1 24 HANGER LIST-Simpson Strong-Tie Company,Inc.® shipment. Al2 12, 9 112"TJI 210 joist 1 24 Plot ID City Product Label Top Nails Face Nails Member Nails Notes B16 16 9 112'TJI 210 joist 2 8 — M1 12. 1 3/4"x 9 1/2"1.9E Microllam LVL 1 4 H1 24 ITS2.06/9.5 4-N10 2-N10 TS1 4' 1 3/4"x 9 1/2"TimberStrand®LSL Beam It.55E) 1 8 H2 4 MIT4.28/9.5 4-N10 4-N10 2-N10 TS2 21' 3 1/2"x 9 1/2"TimberStrand®LSL Beam(1.55E) 1 4 H3 8 MIT9.5 4-N10 4-N10 2-N10 LEVEL NOTES ACCESSORIES LIST File Name:080724.JOB Rml 16' 1 1/4"x 9 1/2"1.3E TimberStrand LSL 1 18 Level Name:Upper Floor Shl 4'x 8' 23/32"Panels(24"Span Rating) 1 55 Plotted:4/16200915:36 Rm,Rim Board Design Status: Upper Floor.....7222008 10:59 Roof-..........7/22/2008 10:57 SYMBOL LEGEND W NAILING REQUIREMENTS NOTE:Level design times indicated above provide Note from Operator M WARNING R N I N G assurance for proper level stacking. TJPe totals at t148Aabs:Two 8d(2Y")box nails(1 each side),1 Y" Point Load minimum from end. Design Methodology:ASD Joists are unstable until braced laterally CREATED BY Line Load Floor Area Loading Is: Bracing Includes: ,� afonklnq nanafstm jolstor rim board lO b"dna Plato: Oso Lumber Distribution Center 40psf Live Load and 12 psf Dead Load = Area Load •Bi«ng •s.hea•Ir TJIG blocking panels or rimjoist:10d(3")box nails at 6"o.c. Technical Services Division •Henyus •R+ears Maximum Joist Deflection: Detail Callout Label DO NOT allow workers .s,",I LL •a„,.wl DO NOT stack building Trus Joist rim board:Toenail with 10d(T)box nails al 6"o.c.or 20815 67th Ave.NE U480 Live Load � to walk on joists tnstorials on unsheathed 16d(3Yz')box nails at 12"o.c. Arlington.WA 98223 U240 Total Load to Framer's Pocket Guide) until braced. foists.Stack only over Shear transfer.Connections equivalent to decking nail schedule. 360-925-4130 e INJURY MAY RESULT. beams or walls. FAX:360-925-4179 Weighted Rat Information: WARNING NOTES: Rim board rim joist or Wgaure to TJl®,joist: Weighted Average: rage: 53 "width or less:Two 10d(Y)box nails,one each at top and Lowest Rating: 47 Lack of concern for proper bracing during construction can result in serious accidents. 1'Y4 Highest Rating: 55 fla nge.ange. Page e 1 of 1 Under normal conditions if the following guidelines are observed,accidents will be avoided. bottomJOB COMMENTS Glued 8 Nailed Decking is Required 2%a"thru 2Y2"widths:Two 16d(3Y,')box nails,one each at top and Direct Applied Ceiling of 1/2"Gypsum is Required b z lal�ei3o-e"sa",l..Ia dea,�.an".4.am�l:.u:muslea�lnnra,ca.I II,a a"as„I l.°av Te na��.,�amslae bottom flange. =- BUILDER:Himalaya Homes Floor Decking:23/32"Panels(24'Span Rating) FOR THE TJ-XPERT WARRANTY ey a Iomvol.ly nr pvm.".m creek;4namnmpl ra4termd k Ina nml a re.l ognei4 m ua one or ure7xi 3Yz"width:Toenail joist to rim joist with one 10d(3")box nail each PROJECT:Bldg 13 SEE FRAMER'S POCKET GUIDE as.raro brecnau�"nixa in+nlm.ml nl.aloe nalkb In. side ofjoisttop flange. I-JOIST BY:Aaron Lingenfelter Normal O.C.Spacing=19.2- nl.unA,a 14mahrrw !:i.nnd.iphln.l.w ,lud.-Ilk.4w....1....r nn�i4dFn.aminq Preliminary Layout e se."luy pal s.m:a:p4uerh.e l4 s111IMMW.r..emsan11-6.�n s.1.—.n ln..,.�41n. SALES ASSOC:Marc Gliessman 'Unkrss noted otherwise ry y s ends dandle—I.—solely—IN w Wrl m.Im and b—neW 2x4 minimum squash blocks:Two 1 Old(3")box nails,one each JOB#0 8 0 7 2 4 for Review and Approval rk m.nweesm rem.matr.Rmnne".ml.lawed Y,•Iro,m,.albnmam at lop and bottom flange Layout Scale:3/16" = 1' TJ4[p•r16.50(ae95(ce.Ka645ae.J5P6." T ' ALL EXHAUST VENTS. 12 4 DECORATNE'VENT" PWM.N.VENT PIPE, New L vm" ATTIC VENTS MUST A MIN ?%ACW W gm ATNMb �( OF 4'-0-FROM PARTY WALL IKe arock% rna velT I Ill2X6 BAND w/FL45H'6 SHINGLE SIDMG WHERE SHOWN F-16 O/WINP TYP. WHERE SHOYP! '�1�f'F�-�L�� MptIL SIDM6 WHERE SHOWN on 4�ff IXMUt3 GOR)IOU TYI' ILA _— —_ ® \ TNDYJGD TO L.AN4LAWC DMPE ROt2f 1'P � �)�' 12 12 - ® ---_— -- ©© � ®•-��I�V _ _ �1tJl1f 111�Y ©� �� � �®Y�1_` -- �O --- 4x4 P05T ®®®® — ®®®® - �0 ®®®® = ®®®® �� - — — - ®© = ®®®® - ®®®® = � I - _ ®®®® — ®®®® - �, r I_ ®®®® - ®�®® -- - ®®®® ®®®® OEM= ®®®® - i t - ®®®® _ ®�®©L Q -- -- _ ®®®® _ ®®®® _ a FRONT ELEVATION - - - - — 1/4"=T-0" v - etiAA�eMr----------- 0] -------------- I,PRie ruc PLA�L M. E393 ------ ®® — ©© - -- - ®® ©❑d — ❑0© — REAR ELEVATION 1/4"=1'-0" LIVING AREA PER UNIT: - _ 1054 50,ft. let LEFT ELEVATION RIGHT ELEVATION bA1U6E eat s. Pt, 1/4 1'-0" e TIERAL NOTES: 1/4"=1'-0" G�1 c>5TRUCTON TO COMPLY WRH THE 2006 IRC,200616G•20061H0,XIDb F'O,2006 NFG. SIDE 6 " '05 NEC,NSTR TON 20061ECA •-HERE MIHO TOUCTINV DETAILS ARE NOT SHONAI OR NOTED,THE PROOEDURE SHPLL BE F EFORMEDTOSTANDARD RF'Y ULTIONPRAGTIGEri. ELEVATIONS IE CONTRACTOR 5HALL VERIFY ALL DOOR A WINDOW ROUC H-0PENING DIMENSIONS WRHr N FAOTURER PRIOR S, CONSTRUOTION 'I-L FRAMM6 ANCHOR5,110LDOWNS,<SHEARWALLS 5HALL BE INSPECTED PRIOR TO Y'GBL]POb 0ROV OVI�LI G6P1A---o. C-VFRMG. LUHwANO r(v WWW TOAWt DQMSL _o.flDuw PLAN- 26.5x35 'H I-SYSTEM CHOSEN TO MAINTAIN IOF.DEGREES @ 3LO ABOVE FINSHED FLOOR DULC"EIITI.Y IN:THIA• TOW 46 CN ML - •H FAO.EOU.TO SHFLLl NOT EXCEED 150%OF DESIGN LOAD. LOT ONA OR W"" BJLOHB401 THE SAME T'L z"D%NLOOR 1itl.M ADA TYPE B L GLAZMG TO COMPLY WRH WSEC X106. WTENALL BE..IUSN OTY/.GY µMMAtlfp. SLA"-- 0- M I S 5HALL O INSTALLED AND FLASHED IN ACCORDANCE WITH THE MPNUFACTURERS CKta!'i10Nsi 1.IfJ[MANCNRY HDTALLED artowR bLADq Uf OVHD 05B BLDG 13 ,-MN INSTALLATION INSTRUOTION5. ALLOM E9 TNAT A1�C 110T RIBN TTPCALY 6""Of pOp{W�e:p! 020 K iTEN INSTALUTION MSTRUCTIONS 5HALL BE PROJIDED BY THE MANUFAONRER FOR EACH mono" on"q I•ROY81fI1 TNCT'IJlL G6NTROI.LLO M A w`•lo�U1. MO(IDNSFMaMd�I tiTH ME6RAL�110TGGOMiM�t• YAy.DD CEILMG R-3Bo MIMALAYA HOMES SHEET FI OR WEATHER-STRIP ALL JOINTS AND PENETRATIONS TO HEATING SPACES �T .AOy SRgpE R-21 .1� •F'PROD V NUMBERS(ADDRESS)5HALL R PROVIDED TI A POSITION E BE PLANET y I�RMA-*I rLY IrDTALLED WMINAIRES M OR �� E 'Tlll E AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. �i�J(F�^7•�Tr,{i�]}�'� ✓WL-B�T•OlLL1F6 R-21 �/K STevexs wA ro>ie _- •E zE55 DOORS 5HALL BE READILY OPENABIF.WRHOUT THE U5E OF A KEY OR SPECIAL W14-fXT•CCLO✓�8 R-10 (HN 3n-aoD _� IN-•'iLEDGE OR EFFORT. �IQDt O/GRAWL•YA[il R-30 W[Dp16RNDE R•b NMM- vALLEr FlLLEft BOFron E �a..oYlNseweLRN REOIIIREMENTS FOR BAFFLES FOR GDJN6 cOHP.R�FM6 OVER 15 LB FELT NIICI TbF�.TWeGi OHiftus oR ( �-4111Yl tIKLAT tNl INSUU.TION SHALL MEET THE MTERNATiONAL T/16'OSB e•TATMIW / q0 D.L euuDlrvb coDE s�noN laOa�FCR MINIMw ROOF tA1tAMM 10 RtYN VERIFY DETAILS vErvnunoN REOJIRpHENTs NMEN FEASIBLE. MFv ftaoF TRussEs®3q'o/c / TRU55 MANUFACTURER TO TCF ET— OF THES SIDE OF TIE THE BCIEweR L4 EBL D6E BLOcelrvbl �✓ _ - -__ W EXIENDIN6 MWARD.TO A POINT 6INGHES W ND BAFFLE AE Oft" R'W /. VER=L- THE HD6HT OF �4 /• lM bMd! TION,AND 12 INCHES ]X4 Vp1RD 0.14T. ~... TRU55E5 CALwORN1A / ``\ .arraR Vp"f V A004 LOOK RL O#MATOR / T A�sn.awawrw -vNRcrfW \ is GAB d yd m m Tor PLATE tY "Ic a TRTR�eftACE .ATcw /abeobi blArttx uwab ` � " - .�1•' coHr-.L vw.c wer«we rl Mt TRu55E5 —yt enob l0.O/c 'rwIAL ' marItenc•.a1.raL IkUSS OIDEo1Y1. - t?N TYP oETAl4 -' I^ AT P�AFwlELRW. wrnFH�Aee Rl£fi S-1 l\ �- TRU55 MANUFACTURER TO VERIFY DETAILS GABLES �.`y.�MyeRmt `° � altoyt TlebleCRGpI+Ot 1fYfN NM W'IWOMtt Rio SLOPED SAVE® STANDARD TRU�.f ��' OVER FRAMING DETAIL5 �42 GABLE END ROOF �/KO 5GALE NO SCALE NO SCALE TE 1{X��-ROOF COIi>}iR11G7fON+ co"P.ROOFING OJ 1511 FELT ovm Ltd AIMItATED 6.4EATOK&OVER STUDS 16"O/Y.—_r WP bTPLCG6 Al�OJER 4.WY t7xtw AIL rm ( V'AfOR BARRIER OVER 9� VY.bNB. 4"GONG.SLAB PLAN EMBED T" .t (HEAR-10TED W/3 X X1/4"� RIGID INS.®PERIM - Mb�fl-gLvt O/O (HEATED AREA) WASHERS 4'TRb A1M1RA1YD b1Vtp.1•PLA7R _ N.T.5ILL PLATE PER PLAN U4P 4 KALW To i1R TJ NMO)O/BR t•---- fte COMPACT FILL/SAND J O/d"(AO.r Nf.A.1w Dero J OR rt00o 60P16)jm O.EVAT101tD'),OVER x xNC bc^l mMTurt.o' nerre0l groTS CLOSET T r aAVIoom.x b'IgE/ ICOJL WHEA119 OPwGC'ai Y Vlb-Mw.MT4'J AM.6v uko.OVER FS 2XO bTUPB(a4^GAttAGE) l "ReAfto m ®GONG. 6 J R•21 ttlUATt BETY@II STUDS OVER z4 REBAR HOR1Z.®49"O.G. ' t - (b'b-fMb0D1 +18*24 ' VAVOR all OIt3t MIN.(1)TOP/(1)BTTM OF Wall t - •Q ` __ _____ -(U 'Arm�.. \ Z, tYr bTTH 44 BAR HOOKED VERT,v 49"O.G. _d 191KY i _q( - ORIENTED FOR PROPER COVERAGE I� b'YeitY EKT�tC ..N t 1-a4 REBAR GONT-- 16TR J ]r21 15"2 BTRY I e� � Y BAYN TYP. FDN SLAB TO EXT. Q - (cj �• ----- STACKED W/D t NO SCALE ` O 4"SLAB SLOPE 1/4" PER FT FROM BLD6. L ERED 5TEMWALL •I + -. • __ 1'I ow,(�1g1E&AS OtER 1 UNDER SLAB ) fbV�RAT�P VANOIOMROt WNR I';tf• -14 R6E5®APPROX,T-3/B"+- •bt//)AA(.tm bbtAYA/A fLL fe6TALL MlRdfm FIRE-RE55TANT NAM 1/4— bTPoK.IIRAi%NLATNNb N IRltom TO 4'-a' W NN PIN ALL EXHAUST VENTS, FROM CA dKO 0WARTf rOLLS 4R/WTAN1d 00 NK Ndff4jb*0 HEADROOM ALL PLACES PLUMBING VENT PIPE. •}oft 2.12 oTroof" ATTIC VENTS MUST A MIN. •IMb OR GbT KYYTA70 R5ER5 OF 4'-FROM PARTY WALL ASPHALT COMPS 1,16LE5 OVER '1'kl/-VA'Pw TR RI EAO MATEAL,GWED I FASTENED w/ SECTION A-A IY xOeGwMIG FELT OVER 1pu-&b.Aw K T/ .KYAMP 6RCATMNO 91.OIED 1/2 WALLS®3B"ABV.STAIR NOSM6 OR 2"ABV. 1/4"="o, FiMt B OGKMG flOFEH KAL IGCY AIONb ETIIN69t/WI}Te16 ORIMtBlSUOG TMt qw ROOF TRI5 PER PLAN r AKyACA (2) My rfre x 6m NPTrXD b Wr A/O WIN CHORD STAGGER tOTALL Al'1•ROJEP fRL•REBI6TANT btvwt TO 671IL1 lAL FROM fA END OF 1A WALLS OF AWNG5 FOR LOCATIONS ALL E N.V VENT". ASPHALT COMP.SHINGLES OVER PA ANY SH L LOCA LS AT OF W-G VENT PIPE ty ItOONid FELTOJgI PARTY WALL LOCATIONS ATTIC VENT5MUST TMIN. V1dew.f1.YADwweATNNb - OF 4'll"FROM PARTY WALL -..Y AR5PALE R-3B BATT INEILATION 1 N1YQ 1?GYP I - "E/d T me w 61`@ f RC 7iDP ROOD TRU55/FRAMING ®All nk%LHOARO AT •104'O.G.PW bAwe TRUSSES IIfRR LLYEI.c.B LN6 I a MIIO 61d ae- BULb 16"OL l(21 LAYS[ww 1YPE x OYO Q"(�t 12)LAYER!/b'rrm X*Tr AIR5PACE I - 9TAbbCRm JON75 n tl ATR1.AP TKO REFER TO STRUCTURAL c _ -,I &17 OI'RGtX PEGkNO DRAWINGS FOR LOCATIONS LAYER S/B"TYPEX 6NB OF ANY SHEAR WALLS AT STAGGER JOINTS PARTY WALL LOCATIONS --R-tS EOUNDBAT. NSU ATION PLAN VIE^1 OF �r AetEfACt; PARTITION TwExsre rt�birx LEVEL 2 1'SUBFLOOR R-BB BATT NALASIDN t I Aym mr MT --a 61106 td oG. ®ATPG - U f6k��cEWN6 J ti I .t71 uTPJe!/A'TY}{Sx6fK I, FLOOR JOIST PER PLAN 5T^�°'i01tfs REFER TO OTR4LTIRAL O/f.IGMb O/SHEATHIN'G LAYE15 oRAm6s FOR LOLAly-.** _ --- -� Q AM'S"MA /WLL9 AT _ 1'AIRSPPLE - or Am rW.L tOf�TloNe REFER TO STRUCTURAL -12)LAYER WW TYPE X 6WB GONT. (]1 tAYc)t vo-TYPE X GYB PLAN V IEYV OF DRAWINGS FOR I OCATION5- 9TAObtRED JDNTO 9T^&-%M kJINTS PARTITION OF ANY SHEAR WALL5 AT -19 E0-BATT INSULATION PARTY WALL LOCATIONS LEVEL 1 - t'AIRSPAGE LEVEL 1 ' fpu�ATON WALL GOMGtETC rO1M1AT10N WALL AOb. ItG 6 T.P'q3 A04. RF OTRVGT.wtb9 ^_• .-L .�, .`7,1 - - 1�1 VA/•OR IER.TYP. BARRIER.TYP. _ _ _ Y BARR CRE ION WALL ANp GONGREIE FOUNDATION WALL AND PLAN- 26.5x35 FOOTING.REFER T TO J_ CONTE O AIIICNRAL r FCYYTIN6,REFER TO STRUCNRAL WMG II -• pRAS FOR SIZES AND LD B b DRAYUNGS FOR 5VE5 ANp _ I ;• :^ -I REMFORCING REQUIRMENTS. m1MfFORGIINNC,R IR RELLMENTS. TYPE B ��.•=i /1•b..'.-i,�— — Mt�a�n�sO1`ceeR.oE :�.•--•:.-:.��--- utoaTuclteexasRA,oe LDG 13 I F��K1JI�1�y '� 11_UFIII�T ii1L9�S�. -P.1111'�Y_l�I�.�SS1Cf.CLLU014S•I'N59[I RAtAII�. HIMALAYA HOMEST .AnIR� PARTY h_ --------- ---4B----------- ---- - --------- ---J1- __-j - _.� 1 e•rD.vv+nur,-P _ ---._-- .- I ; fl-7'- f:/TZ%�1-/I 1r� �'1 f is rT" - R-10 RIGIDII>'v�t!•TICH.FT'RMEIEA I {' I � '! /�• / I I r /� � ICI '�• �/ I I a•cows eue o/ � II I1( b //"/ /• :. IIII 4"GONG SLAB O/ / / 6"MILB G(KTY VP B)LO/4"GONG5LABO/ I 1 t /•'/ ,' R6v MATO GRANUA FIL6 MIL BU VB.O/ 6 MIL BLACK V.B.0/ `4 c4"GANLAR FILL ----- ----- (TYP) 4"GRLAR FILL {-s I1'ERMEfER _ _.---__-_- / 1 fFYP) gMGMtMIA FILL --------- (TTM ) � I �j _�J�'� '// // 1 /� 1 I / :Ir r �•�-_--�I / � //1� / I I I I 1 I I •I _-u I' I L_--• I I fa1T 1 I I/ I I �: j� Y -! 1 wH11 _/ I I / ■I -��-'_ +. .� / I I I I v'f IBI I_._-. I, � 1 I ' I I`-• _J_ I I 1 1 / 1 r--- --- WH t 14 �/ '� i. I I `�• 1 1 1 __--__-- rrwN ll I_: 11 I\ `a"GONG SLAB O/ 'J I I r I I YJ• Z- ( I B"FDN MVLL I' 1 11 'L�J I 1 ( 1 V' I 6 MIL BLACK V.B.O/ P9 II II -SLOPE 3"TO O H.DRS, I �" fVt PARTY P4L5 ABI I I I F,ER S-I 4"6R1-AR FILL. . WDS DHET {I t 'II-II yPAFORTNT I yrATAVIA-�D pAW� I ��l• I // I IY I{Y ItAtt Yn TnP -THICKEN EDGE OF 5LAB -,I I { I / N•. I I .O.H DDOR vary i I /I.1 a••cows SLAB o/ I I I•. 1 I MDwP.I1p7+ ''' / I. I1 { 0 t 1 I I„v4 T'° 1 (TYP) - / pv 5 MIL BLACK V B.O/ VOAD I { I I 1 ! IIrPD,[f IP I 4"6RANULAR FILL LOPE S'TO O.H-ORS- I I•f I� f _S 4 GONG SLAB O/ THICKEN EDGE OF SLAB l I \4'GONG SLAB O/ I / ( I :/ r ) ! 6 MIL BLPLK VD.O/ i I I I /1 1 ®O.H.DOOR WAYS 6MIL BUCK V B O/ 1/ I I I 4'GRANULAR FIW `4'GONG SLAB O/ I 1 ! I (Z 1/�"DL4 AD.ON t0'71D31'M r I (TYP) 4'GRANULAR FILL 12'k10"THICKENED SLAB I -SLOPE 3'TOOII OR9 I 6MIL BLACK V.B.O/ 1 1 (2)HM05at I I 'YI OEtK 31@T _-I /- I I SLOPE5"TO OH DR5 I i ; I I/ PER 5-1 DETAIL SHEET I'r .r I HIHDOORMEOFINA� I I a.�LLgR-M { { I 1 I _ / I I I -THICKEN EDGE OF SLAB I II!/ NEO _/ 3x MUDSILL J ® FILL mw-TNCKtxD B I ( ( 9H MUD5 LL: I I I •Oxvave Ft4 o I I��1PIRS �15-1 DETAIL SHEE /I - ( TYP/ THra EHELOPE S EDGE of SLAB • - FCR}1 PETAL ^T /.' / //J •O.H DOOR YNYS` i - 5x MU�iILL tal -_ -------------------- -- -- ------- -,l� 1 1 �W'✓/_ _' ! I rTVP I I Del♦lQE6L, ,j i -----=-----I I I I r i //' su i+ ------- {1 I 4"LONG SLAB I 1 -- I I .---- - - __ - - _. 4"GONG SLAB ( I I I ___ -- _ SLOPE 1/4"FEK FT AWAY FROM BLDGi� I L V SLOPE 1/4"PP Y FROM BI-RSi I I ••^' 1s i I PORCH I I { I 4"GONG SUB fVl --- ---------==�T• i SLOPE I/a"P9c FT P3NAY FROM BLO6 •-- 51�PE 1/4"PER FT AWAY FROM 81.0'S'Q I ___ - I LanTSx FDN As REo. t_ I PORCH I - ro AS R pp ti L-_----_ ----------� I-_ _._ ------- -f I F1pL FOH Ec. KN r 14' ea• I. ra• T'8 T3• r r sa• s 1a ( lev z s'a' R:. ya r•O'd to 44,f t tr M l fly in, i 9• M-Y w If 130'•br OVERALL FOUNDATION NOTT-_..F•: LONG.TO BE 5 5ACK FC=5,000 PSI.2B DAY5. RENF'G 5TEEL A5TM A-615 GRADE 4O OR BETTER. FOOTINGS TO REST ON 2,000 F'SF UNOISNRBED 501E MINMUM CONCRETE COVERAGE OF STEEL TO BE 5"CLEAR.BOTTOM OF FOOTINGS •]"CLEAR.O IDE OF WALLS 2"CLEAR.IN51DE OF WALLS. •PROVIDE1/2"MIN DLA.5TEEL ANCHOR BOLT5 EMBEDDED T MIN INTO CONCRER.7 801.15 rM 6"HATE MN„SPACED•17 QK FOR ONE STORY OR:4O"O/G FOR rAo 5ToM1Y.NH.O.n A SN 6C-EPutE."GMT l6yT DE 110 Ltl5 THAN S•t?OR T BOLT 0/4.Amp NO MOPE THAN t7 FROM BIDSAND SFTIGE�+.fNLUUR az PN8/BM"T BE A MN OF I%8- f5QL"X)%V4'THICK RFf—ALL FORMS 1 pEpNlS PRIOR TO BALK PILUN6. •All.y{LAZ LL1.PRNAi•6 NGIORS AND NOLDLF/M TO BE N5PEGTED PRIOR TO—ERN., EKTFRIOR FOOTING TO BE 1B'MINIMUM BELOW GRADE-V.N.O. "m FASTENERS. FASTDIV"FOR PRE'S51/iE•IIiE9DTVATNE NIP T'F[E-R'TAIIDNrT•TRFiATDJ rtooD Sr1At1 BE d HOT"OPPEO DICl.OAT�6AtvA1iPYD nTED.. SIABLPS3 STEEL KICON BROeIa OR(.OFFER TIIE CO/.TFNt roSrITS FOR D FTIOIC�PASTENFRS YrALt BE N ALOOItDAMLE FaTN ASTM A 153 E%GEPTIONS: Id61W NCM DIAME2ER OR AMP T11 STEEL BOt.TS To WE OBRS OTHER LLY IINLS AND Me-C IWETS^MALL BE(COATI TEO TO d'HELNANICNIT DEF'p9lITJ7 zNL GOAT®STTSi WO1r LOATIY6 N[tSNTO M ACGORDNILC FiTH ASTN B 6E•GU55'SS.MNl41MA A•uTM B fA15. cl.."NIWFYN. ALL SHEARWL WN L FRAMNG ANCHOR5 AND HOLDO5 TO BE N5PECTED �OUNDA TION rpum To LOVE1fM6. K r/ 1/4��= 1-O�� •FROIBIPN SHALL BE MADE TO PREVENT WATER FROM COLLECTING IN LQ q'r LRAYYL 51FAGE5 AND FROM LEAKING ONTO BASEMENT FLDOR5 Q / PLAN- 26.5x35 ADA TYPE B ENGINEERING LEGEND JA"NOU11101"Ll= t cluiena BLDG 13 on 11bw-. 0112-OIA A B SPACING(INCHES O,C�),W/3"x3•x1/4•PLATE WASHERS EACH BOLT '�", 10 L.T:-y CONVENTIONAL FRAMING t'RF- SHEET BNLE39 NOTED OTHERWISE �SIMPSON HOLDOWN TO FOUNDATION AT EACH END OF EACH SHEARWALL PER SCHEDULE SHEET S-1 STIIIIGTVML PAY HIMALAYA HOMES MARKET PLIGE,=]01 IL/a;E�i-0EWI.m f FLOOR PLAN NOTES: .�.Tae 1aO slu-i'.v�le.frroc L TOP PLATE 1 LAPPED 4B'MM IN-WALL BAIT INSJ WNAPO.¢BPRRIER ']X T STUD WALLS_.III,O.G B GARAGE 'REFER_TOO I RAMMG PLANS FOR TEAMS f HB4DEfts 'AORR TO ELEVATIONS FOR PLATE HE6N1 Y/IE d6GGK ALL PLUMBrvG PENETRATIONS. Y•OIO!SOl.lp BLCGK�NG OVER BEAMS c BEARMG YMt16 NBER T HANGa�S/STRPP5 BY 51MFSGN OR EQIAL 601.+D POST OR DBL STUD POST LAMS A TGtlliNCA YVTM 16D(�)fACM 00110147 W4 6TA644N0.ICAMft POINT L00.7 ABODE/ •y:" PARTY WALL GOAERD WT'-T TwAmbT PN Vo^MwNG AB MNd MV• H NO MORE TN_3-90'OF BENDS-EN 4'DIA • �,�la• DJCT B R B0 TNEY WILL HAVE A GFM—OF �5'WG OR BETTER l6'd l7' y'•` •REEF¢TO LATERAL NOTCS AND—Ls FOR 5 W '1' B'-3' t,w, 5W Ill' 9'-0' B'-II Il)' SIR' V.4' 5 11' 9-0 VI' SHEARWALL OOMPLIANGE oto♦i2C d 6T4o 4:T 4v 6--h l$ 6:)1Y 1•y :T 4(' 4A !d' - I 6'-3 VI' 44-5 Vt' 4'-T •fD OBQ:rBE PROJIDED INDCO.ft ASSEMBLBS AND WrtH.M A � SPRMKLBR SB'A \ry RC OF HINGED EDGE a A DOOR T bLAZMG B adR y(yj T11pV 60"A F F - 1M1TW EVGLOyJRES FOR-NB565HWE'z5 W4EN S ' B RBI ppRGM OF GL4S5 6 LE55 THAV 60'ABOVE THE 6T.,c"BIRFACE '/BEN BI--Nb B LE55 THAN B^ABODE THE FLG/-JR V+6 AT 1 TRM E 6o.Irdv ftZA cro' 1 I I OF$UGH LPNDMGS WHEN BGTTOM EDGE OF 6,M. I 1 I I I t I ymw Towmpi.•wmeeesaNa»se, (6vaB.e s LEss THAN 60^ABwE FINISHEp FLoar (DO Y 7' I I' I r I O LPB�E ED,TO BE EOUIFTW YN1H A PRESSURE I RELIEF • KITCHEN ' T}J Tu (� I KITCHEN V,I ' M QD O a,�LOW VENT EW—TO cvrs�DE<sEBrnlc HC-' T� • KITCHEN I K I I ,.j k FAA B LL I KRGHEN a PRo✓mED—IN NE UPPER AND Lw1Ee 1rjRDAOF 1 I O 6EDrtoor t EBB THNN 4- OVE RSBION ELONTROSTRAP SHA NO ® O I _- I O ® I _- YWAAIC HWT WIT1 R-16 WARP 1 TO BR ON R-10 RIGID 7MS 'X.b'B (a {� I n'D'�A *- c�6fe. T-117' (BBe I- Yd' Y be 1-! � )cce + I I AANo6icaacrd To BE vB+TED TO EXT.WITH A Ioo 9oBB ?()BB NN O ( - �� ioee u,Be erM MN./AIL O � 40bB I �ld: 1�dT- w O -._- bBB I � Y+ 1 T•I l'f OO O�OOWISASH SILLS UP W4'MAX AFF wMM1 30' NOOK _ Y- NOOK NOOK _ C i'i520_IG ♦ Rtx:a+'roN OPoB•P B6.T6�`tl't O ti4Eeiit-dZie@?S. GARAGE GARAGE Yd' !d 7'.&• t 6 REBIVENcRAE ANv rr5 ABTTIC aREn NOT LESS TUN va t 1. T yY 4.9 17 sd' Q Ild•GYP"vUH BOARD APPLIED TO THE GARAGE SIDE G — 9F.0 B BENEATH H L—TA ROOMS SHALL BE �A_EBB T FROM PLL HABITABLE ROOMS ABOVE BY -- IL'f LE55 THAN 5/B-MGH TYPE X GYPSUM BOARD OR LNING _ `,67/� LIVEE� eoeiALort.wmee TNe69ANAroN rAl'ImR•p 'IiY _� t$My PSS B-1 THE 5TRL IRc S:FPO Y4 THE / Ip'ARA710N SHALL MM) 0E PROTECTED BY NOT!E55 --�, • YAR SPACE \� GARAGE O " /NW 1/2-MLH(12T MMl GYPSUM BOPRD GR ------- r---------T LIVING FRAMINb �D I LNIN6 r CQR/ALOiT. __ _ I I I I r�IFf ��') 1 y� tcL*oD STRUCTURAL BEAMS AND POBTB,TO BE OFF, CK Cd' GARAGE GARAGE ;p VJ WALL 4LdC 96 •AT„GI�+TR I-HING SOLID OGRE VLbD Droll 1-3/B' A9/.STAR NOSRK BRE RATING SHALL BE SH BE 1 m WT#]O I15ED 1 TOTP r -GARAGE---I I - •a Vl' S ' • , I--_-_- - D 54 V3' wEI-EET BEPARnT-EERAP�oJEV THE G Ro I I I 1 d I v4yr Wn.e,M I I I I o 1(1{Z➢BM TOTP. MATERIAL AND SHALL HAVEN OPENINGS IN-O THE HTS 20 BM TOTP.--\IT PC) =,C - I— — I� 1.4 !Co 'X.BB I I NTS 76IN6 TO'IP I- S2 tO fLNRY WTI IftC z0ob30'1.3 I I WAT a my 0 1%R, 1"1]T-1 P90JE—IN sov NLET.R ] T t.a• �' id Rt 5'41 V/ I L I ;oae x+B [if V!) yH I I I I �^BB wb 1�7 i1ITI AL-PWMBING FAUCETS TO HAVEn vs FPM Few --- - I I 4 I NbGALLON MA%PEft FLUSH, PORCH 9010 I I PORCH vC6dI BALANCE OR THERMOSTATIC M.NG VALVES sIMF50N PB POST TO FTb. �� y Y- W MPTFOTO FF.TG S• - - -_ E 1-1—FOR SHO✓+-FRS AND TUB/`-MOV 2 -----�_ TYPTL ex,AL _r_OLAe•01 ALL cw4z w nm gpp 6-1 NO B06t ro F':b. 9010 sMP50N P3 POST i0 fTCz A FLOOR OR LANDING B REOIIRED AT EACH SmE OF 4'4' L-I' (fi" R5 d l fd t'f - 4:4' AN EXTERIOR BE EXCEPT FOR Sr oP oNE CR TWO R'SE 5ERVMG NGI:REOJIRED EXRD�R zB 11.4.31 1HE WIDTH OF EACH LANDING SHALL NOT BE LESS THAN a Cd 17' N-v V! t {C-7 my #4 Iffy'b Yd' MINMUM DIME 5Io14 o MEAs� IN THE DREEGTIa+ a'T W.- .rd 17' iTM TRAVEL E LANDING AT EXTERIOR�Y SHALL NOT A 8E MORE THAN T%INCHES BELOW THE TOP OF TIE n:R-SHOED DQORWAYS R WIOTN 74' ' 'STANDARD: DTH-2',03-5/B'HEIGHT 'BY-PASS:WIDTH-1',b}I/B"1/HE'GNT �•�B He- OVERALL •PI-F LP.WIDTH r 1-1/4 02- B'HEIGHT MAIN FLOOR PLAN 1/4"=T-0" rrNord I l•' ��a 121 A10.NF2y,N.0: rN3fi�"oN-S"irie nvw'u`uir ''- ALL ROOM6 I A CLVAR PL071t>xAf2 Of 4B'LONG X EO"WIDE MUST BE PROVIDED IN FRONT OF ALL APPLIlWGES 1(Wp7N DB'W.NO'l/9ICR71oCLLAR TO THE FADE OF THE UNIT) If I..EB L.D AT�q1�7 017gR MAY 6E 1/4'MAX I E ATNRooM1 RCNPORGt YINJ.5 NEAR BHO AND TOILET FOR FUDIRE GRAB BARB OR TO VFRIfY _ 1TOSETGINT R C O FROM E Of B AND 15 FROM VANT ENGINEERING LEGEND u LAUN�Y ALL HOLDOWNLOCAi10M6 -Afwi6$f:ML1 -6.3'(ALLB. KrTcczq zR A GLFAR FLOOR SPADE OF 45"X 30"M FRONT OF UNfT FOR PARALLEL APPROACH NOTE: SHEARWALL SHEATHING S NAILING PER SCHEDULE SHEET ST fpLL00w 1OCAf10Nb KO6T�01 R313 zl A 4L!!1R ILopR'YAT"E OF 48"LONG%BO"WIDE MJ6T BE B'ROJflGD M FRONT OF ALL APPLUINGE5 CONVENTIONAL FRAMING 1 EACH SLEEPING ROOM OF/C 1.1$ •N TO M.lKt.OL_TMGH4f! UNLESS NOTED OTHERWISE '�]SIMPSON HOLDOWN TO FOUNDATION AT EACH ENO OF EACH SHEARWALL PER SCHEDULE SHEET 5-1 z cuTS�DE OF EACH SLEEPNG AREA IN THE IMNEDIgTE 5161NItt OF THE BEDROOMS Tf PLARMS SHALL 1B.NTFROO�NEGTED AS -THE F i IN SECTION FOR z K RJ tvlFn�rM.4G_NrR�DU'.4 0KE ALARMS SHALL PLAN- 2 6.5x35 j ADA TYFE B BLDG 13 wALso SJ�:JIC.'8 - sl.R.zr T EJVEIFp 10 ZS 20% HIMA�WEA HOMES CE n $ UCTVR L L CARE STEVENs,WA aB BF EE �7 SHEE (435)ST-B600 8 3'b' 1.4 W' G•-'17 3:• W IYSW IN w3A' E74 W fi•Y (A50� (A I ��\ 1 O 0 D (A Q s 1,A'� BEDROOM-2 �� BEARCOM=2 1 PROM amtDo ; �'v\ fa -•NUL PROM 24x30 .-a IN L iJ N I p ATnc _ k) 6EDROOM-2 _ ;z4x3o-O 1 - ' LOWER i -� IN WALL gt V YI' fROJ 24x30 LOWER POP O 4t7' COI YWl � Al 2M6 O _ATTG W0 LCfYIt F INrt+ti OR 1668 1668 LawER4 I i HALL - - O�' HALL -- O t66B 1668 - 1 C •A1 0 � HALL � a /�C9'• ____ HALL AD 1 B.►T}I- q1 Y Y•Y Y. vt W �---1� PAT 2 Y I y --_ le O ' _%aln.0 shall here a minlmam clear wiAth of 36 hes 1.1 lY` ? O ,J lv' ® �' �A tha psneRta011Y10/M IM�11t. O � � ]66B m _ LLO� Dtair,wp 11W1 Ira�Banlww txJY waen M DI.1/ , 25vB 4 �N � �Q-1- LYJY'�Rt m+0 MIN tMt NdrJll Wlffe tn11 Cn0 �W MY•� -t'.TGi` '��, �•t w' O - ;I n.w.x is Wo•'�6 ar rl the.wlne Imaaes Q I Jro po.Hta Gn DoN elan. 1 .T 1 N�lyatb sAw nCl prOkct mwa Vxl Mi/�McLes i , p1.aM Yb d tAa ltaIroy Tr"as Ilia B�M� 9EI7ROOM-@ � iwn oat e+B yrt rn eda tl7A ftA—4,1n sue 1 m � _ ' Vetl a rlJer wlrla,ws N14 not/oKaaa Yn irA � r1AY,� tf wires O Y k) 1 A bMib s}M11 be p'<Mded ffi the top aIE bottom VOIMOOM-� x O -�9 1 WhI fSGda ttn RDIf q'�1J1�for top on Inferior ` .Ans.LWn IR�a S' CA V ( LINE OF woos D1'1dt -.. ; Txblea rcaasels fprtc aaaer NJ4�thaM UC 1 N •• A ' ilarnraf4 sl,an eifmcbea slaa well—YrAeiftr OJDwmm 1 A I A - I SLOPE FLOOR AS REO.AT CLOSETI _... TO MAINTAIN U10"HEADROOM I aaLh L�hlO,m Ali d tfnas or Fllylt with IO,Y a __... _ _ _--_ ; B x ________ _____ ______ ____________ ItEPER 7•wO R'DGr1086 SECTION A-A ISFve Lcpr I(-GtiOn ft78196) a ao less W C `:.'r YY 1 ALL JNITs 1 �bormaxtlon 38 rrJ6.0 therDe ng � of the LreaAs(Section R311 5 b.t) UPPER FLOOR PLAN 1/4"=1'-0" uwe�eeawas9ul�xu.etof EO � l --� ENGINEERING LEGEND ��GON LL ROLDOWN LOCAIIO113 lW'.------u� � O SHE ARWALL SH EATHI NG&NAILING PER SCHEDULE SHE ET S-1 VENTIONAL FRAMINGLESS TIONAL 1NEN1Y10E �SIMPSON HOEDOWN TO FOUNDATION AT EACH END OF EACH SHEARWALL PER SCHEDULE SHEET S-1 D �N�*p1O.1-a QIDROOMS tMpN SYl.9lf W'lIAA AIT Nmt lD' —��._ NPE[TI'N32M OVOIW t 7.73►1A'/. 0 A11�Att�biWLt ��_ 22x30 MM CLEAR OPEIIMG,WfTH 30"M.N u_EP. HEADROOM _- - �— ;�'L.`� LOCATED M HALLWAYS OR OTHER REPDILY � _ - ALCESiM!-AW�IAAII AW I�A1161t4Tlfm p� _ �y - _ }1•..�T — _ ® LIW tb t CLATIOl15 r5 1d KIL L EACH SLEEPM6 ROON i. OF EACH SLEEPING AREA IN THE MMEDATE Wy o - t .0"11W M SECM SELTION F—1NTERLONNECTED POOR 5WRCE FOR SMOKE ALARMS SHALL Ip a�,Lv x,q� �o S. PLAN- 26.5x35 OVER VIEW ,ALa6 ADA TYPE B 17� srrair.rcJ BLDG 13 w«F+ a c a SIRVLTUAAL ONLY H�3MALAYA HOBMvESI — rr� l -_--"--__---,_--_--• Oat TRMRTYP -------- --------- N1tAE 511t1tW1 �* I I ' - --------------• 1 Mt a A[•G6Ss "WW51KIM1 UIlu10G OR B 15'BLONB.'MSULATION 22-1/2'X 31'R O ELI Chords I A l Iul I I I •Lv]'*a�Is2�><L^�ss� i i x•oc. �tzs a/2x4 �-- - ------------------ I I 1 I ILL ¢1 I I I mililaaaOW I I RpgP/J t L[5t vnrRasHowNzxa's InzmeI I o I i e.1 r�•� f �;--- I I o � I• i,r�L70.14 s. I '� I I� R9 I. 1 Q I I $ I. n v 1. �I y° I JMT StA(A/6 BE—P—N6 WALL ANDNGso rNJ I o l ----------- d I _nAtsnperTre_✓ pp I ✓ -- ----- yl �slr 4- T 1 .r '_��, I '/ 5 j' I E - '•4y/� I L E - Be aro C o I I —r S 4.. TA i M I 1 R Ufl ue WIT Z A ¢ I I 7TJ GRQATE T t /Z4+'L .—.�( D Q 040,PLANC af CR EO I/ 1()}J9:o A 4x10 HF2 4x10 HF2 1 I / I JV x9�11YI -WCRIN MI IN l/• �}�.02 Y4 sNYfFYK� /. .O - -_y - >.-� - 9-1-Td 110.I4X- •../ y fZ '_------__ --------------� - 16t �- C / • ` LYIW W 1.V WSOLAM LVL \ •'.` / 1 / 1 1.L1.4 r�1=YIOE 1ACRaM1l= � I / OVER FRAMING / • r 1,ID NPR T �= U i\ I RAFTER 5PAN5 FOR COMHON W MBER SPEO�S I 4x8 HF2 GABLE CDM40N M.0 plop 4.8 HF2 GABLE \ //••�•. \\- L 4 tl0`2 1 / 4xe HF2 1 (� \ \ 1. (Roof live Ioed:�0 P Ills t attached to rafters,V=1801 I I 1 L --- --1 CYYl.. �.�e eno •� �� DEAD LOAD 10 PSF --------��--------J -------- / 6ADLC 4xB HF2 --------I ' / IW�BC P0.vrlDB1L \II ]4HEM-FBA 12@24•o/cT-11'HAX SPAN ---_--i- 6AtSL9 YSIYT Irn. I ..---- .. ------ TR ----------- --------J----- ----J ---'-----�- -------J ]xG NEM-FIR II]424•a/c 11'TMAX SPAN THM UNIT ONLY: FRAMING ABOVE_MP11N FLOOR -b HEM-91,.�I1 z{'o/c 14'-H•MAX SPAN CANT 24'TO MATCH ROOF PLANE OF ADJACENT I -_ 1/4 1•-0' ZX10 HEM-RR 13 4 24"o L 1Y-10 MAX SPAN � �IRtt�i NeABrxa Lt11Aa HPs u.H.o l F FRAMM6 1 µL TgC�9HAtl CMKT MAMJI•AG bT'AMP...-• I------ -7 ---- 1 r------b - - ~1-4Nt@tSSPTY,Pq-'e"T"•- 2 ALL TRobY5 SKACL Be MS ALLQD 1 BRACED TO r--------------------1__ --------------------- t - I TRUll/ILL NOT BE FIELD ALTERED WTHOUT PRIOR 1- -- HAVE D -F-- -ABLE--------, - -+. 6ADLC ------ RJR.APPROJAL L--- +--------- --- •ALL IRN6C9 SHALL DESIGN DETAILS I DRAWMGS ON - _ _-.____- !ICsi DE/X.&WALLS HS OOJ�BE HD-O DOWN FROM THE j I I I I TRL65 BORGTI CHORD-SIMP50N STO TO IN5URE THAT THE / I I TRASO WrTOM 600RD WILL NOT BEAR ON THE WALL 0.ALL Cow"TLOh•or R/JItRS,JACK OR HIP T-5Vs TO MAR 61pOPR TO 04!P110V1mv DY TRUSS MANUFACTURE I i I A b ON.rive M.9 CAVG'1 IT O H,TYPICAL®GABLE ENDS It LONTP4k"VO4TCD BLOGKP16 AT EAVES PROJO BY 1 I I I i 100,MWO=66Affi T6 A6 SNOW ON t"ATOIS --------------------------------------- I I I Gf�Id�A�A ON BACXNX OP ROOFLINE ABOVE 1 I ---4-- -- I L J- I FRAMpVb NOT€5� ALL 05 AReroBe/4rotlrAn>SPsiiiuR I I I 1 OLQ:K4Y AT 0L`ARN610CAT1d"HA EUT[R 1LbMORT •P-"Vyt PIVJPLR OLOCKPAs w SUWAIW AT ALL FLOOR 1 122.5x31'1 ( 1 •PK w;TS%O31"' I IOYOC SOVD BID OR- IASH C UI46 3-5 UNDER ALL 1 ATTY ( I PORT LOAM AHD OEA"46 LOCATIONS. PaOVD!JOIST NAI"%%AT ALL L=AYX S AT WHICH JOI5T5 'T?.S:SP I '�20K41 I rf Su w 10 tww. Di OK Cmm B JObT• 1 ) IAiTIC I ( 1 �A1T1G ' 1 ►KW'l•L PnSsua!TROATW OR 6N.VAN't"PLAW"a 1 1A�1 � ( AGCB_50_1 1 T�_�jGltfTp,(1T N.6.l.OGT1R14 1 ( I ( I ( ATTIC VENTILATION i I I I i FIR UNIT I I 1 I aroa l 1.90 TRUSSES 24'O O 1 I 1 00 lo."►T R B ATTIC.SPACE PER UNIT SO 1 *5HALL OCCURm.!EAVES G4MN!N'�V6 V�i'�P_D) NR-AT.tt(1Y . MFD MONO TRUSSE514" C. I I i n Lom RCfV'P ���. a AeE rot uNlr ALL e1olAart VENTy,rLUMllrro vext PP4.ATTL' 1 1 I I I i I I I I ---------------------------------------I 1 t1 1 -1- ---J I I ---- --6AOLr- tb 10 ralOpt ry �--------------- I --- �. I �----- J— .zl FRAMING ----- ---i6A -------� I----F -----�-------- TS1iIVo PA PLAW 26.5x35 -- --------• r------------------._ . . 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