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HomeMy WebLinkAbout420 S. OLYMPIC AVE_BLD2020_2026 A a A w z o� W a z m O a ;I z a F■ o �� o x> Q+ rx Oa. x O a w z o \ O O a z OS w w Q Q O. as w o a, .a z O Q cu w = VCY, Cli A E- C7 F x Z A Z O V Q wa z z Ln O OU Oavyo a V O F Z .a Z ❑ z � AEn F" Daw v�'i roo Q W F p O w 0 w U z 1 o a Z Z z :2E z , O QC � GO M z e U ,.., 0 � .a y F .. Oz opQ Q w , w .. F- a z 0; a can � � U � M 0; GA F" a� z tn cti Z F A w wx vFi � oOG 0. as xE- F o o z 4 z w o. O 0: 0. cn z y F G z � d z ❑ ❑ ❑ ❑ p 2. II .-. F F z m ❑ \Il 0. O ❑ ❑ ❑ ❑ I N OT I C E TO PERMITEE AND/OR OWNER Cl PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ;nl�PPROVED PERMIT#: �. ) , LOT#: DATE: - JOB ADDRESS: 4 TYPE OF INSPECTION: r ❑ NO PERMIT-STOP WORK-OBTAIN ERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK: MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. f ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE (PER IBC) I MUST BE PAID PRIOR TO NEXT INSPECTION. Cl CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION CD - f THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE M7l`VIJILDING DEPT. 0 PLANNING DEPT. CITY OF ARLINGTON . NOTICE TO PERMITEE AND/OR OWNER eP-ARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED PERMIT#: LOT#: DATE: I f 0. JOB ADDRESS: TYPE OF INSPECTION: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND j PERMIT -STOP WORK:MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION acc ►J 3Of S i -1 Ij-IL-pfrIrz- oPG7-✓rrul> S _ S r mac- THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY, FOR INSPECTION CALL: 360-403-3417 -"eCJ /1041 t INSPECTOR DATE CEJZbILDING DEPT. 0 PLANNING DEPT. CITY OF ARLINGTON Q G a zo w U z z oa E9 0 z w U O r� • x a4 a o z a5. a Z W V F C] O Q O GWO VO CL f� F" z x O G� Ez W � > z C z M O U OC z u -5 C O w O O ❑ ❑ ` GLa QZw O rA zw Ln om V Z � a. Ln M V ¢ � V W F � _ Fo � wo N c� z �'� Ai oo Z a aC0 fY z F w F. 00 uj a. (Cc) M W D. �+ � Q zan Q w 0 � a s Fa Foy a oA F � z ' o Ow a C4 O a Z Cu � F > O v > z � zao� p as a � z f a z r� CDO -4 z ❑ ❑ GL ^ F ❑ ❑Ct. ❑ ❑Q ❑ ❑ ? ��g ❑ NOTICEprw TO PERMITEE AND/OR OWNER Cl PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY 71-APPROVED PERMIT#: LOT#: DATE-ji 10 JOB ADDRESS: L- ioz?l TYPE OF INSPECTION: ❑ NO PERMIT-STOP WORK-OBTAIN PER IT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK: MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION 0 J i > L.E2 L- k THEACTIONS OR CORRECTIONS INDICATE ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE BUILDING DEPT. O PLANNING DEPT. CITY OF ARLINGTON ' `- eo-;rv- N 0 T I C E J TO PERMITEE AND/OR OWNER Cl PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY A APPROVED PERMIT#: Zp2O LOT#: DATE: i9 JOB ADDRESS: 91Z 45. wA �L TYPE OF INSPECTION: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK:MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR t;360-403-3551 ❑ CALL FOR REINSPECTION Por THEACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. �,, FOR INSPECTION CALL: 360-403-3 0417 . 'F 'O k- '3 1 2 L Ity INSPECTOR DATE i:.. Cl BUILDING DEPT. ,r,-�"�•, °PLANNING DEPT. CITY OF ARLINGTON (;,, . za NOTICE TO PERMITEE AND/OR OWNER PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑APPROVED PERMIT#: Z ) D LOT#: DATE: a- �Y JOB ADDRESS: z l) It TYPE OF INSPECTION:' -v �l1, ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK: MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. Cl CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION 2> -t v /ram .(I%" C'1r)I-,YV IA- )✓r Top or- nper-&-o rat � 4.41 CJr f/I Z THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE BUILDING DEPT. 0 PLANNING DEPT. CITY OF ARLINGTON r NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY XAPPROVED PERMIT#: )Z,0 1 LOT#: DATE: JOB ADDRESS:L TYPE OF INSPECTION: Vout- 1 L ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK: MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE ♦YO, DEPT. /BUILDING PLANNING DEPT. � CITY OF ARLINGTON i NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY XAPPROVED PERMIT#: d LOT#: DATE: JOB ADDRESS: - : ? f •�, C/ TYPE OF INSPECTION: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK:MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THEACTIONSORCORRECTIONSINDICATEDABOVEAREREQUIREDWITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE ' TY BUILDING DEPT. a PLANNING DEPT. CITY OF ARLINGTON • r 7 0 NOTICE TO PERMITEE AND/OR OWNER PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED PERMIT#: r 2 C; LOT#: DATE: r JOB ADDRESS: tl,7 TYPE OF INSPECTION: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK:MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. j ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION i Mt�bl� - L12S � o/L o CGY.� 'r THE ACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 f �v s � INSPECTOR DATE /BUILDING DEPT. O PLANNING DEPT. CITY OF ARLINGTON RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development L1NG�0� City of Arlington• 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 THIS APPLICATION IS TO BE USED WHEN APPLYING FOR A NEW SINGLE-FAMILY, DUPLEX, TOWNHOUSE, ADDITION, DECK, OR ACCESSORY STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF CONSTRUCTION DRAWINGS AND TWO(2)SETS OF STRUCTURAL CALCULATIONS. THE APPLICATION MUST ALSO INCLUDE THE PLUMBING SUBMITTAL AND THE MECHANICAL SUBMITTAL FORMS. THE ZONING VERIFICATION MAY BE SUBMITTED PRIOR. Project Address: qXl\ _S7 D ( yrrnot L A d Plat: Single-family ❑ Duplex 0, Townhouse ❑ Addition 01 Accessory structure Proposed Area: 111 Floor: SS' 2"d Floor: j I y Garage: _q q Total SF: 23 Describe Proposal (include cross street): bk/n Valuation: D°fl— z 16t- Owner: d- 1 Address: Co3 jo S r-Z, ,s-?r) A City: State:ftM__ Zip Code: 7 F.22� Phone: _ S'-3s0 -16 JS Email: )1 g. f.S'y C /7e?�.2.N� .ne 7- Applicant: Address: _ City: State. Zip Code: Phone: Email: Contractor: -S vc-c- Address: City: State: Zip Code: Phone: "r 3 zo-/ !o el Email: ��/V Cc)o? f-2 Contact Person: h e- License Number: Expiration: 6/16LP Page 1 of 3 RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 N Plumbing Section (continue filling out if plumbing is involved) (Check all that apply and indicate the number of fixtures proposed) Bath/Shower Combo (4.0) x / Sink (1.5) x I Shower (2.0) x i F: Lavatory (1.0) x Clothes Washer (4.0) x J �-Zf Water Closet(2.5) x Dishwasher (1.5) x / Water Heater x 1 Hose Bibb (2.5) x Water Heater Model # 11 Other (list) x Plumbing Section Continued Proposed Water Piping Size: Proposed DWV Material: Proposed Piping Material: Proposed DWV Size: • All hose bibs required to be equipped with Atmospheric Vacuum Breakers per ASSE 1019 • All water supplies at 80psi or greater shall have Pressure Reducing Valves (PRV) 6/16LP Page 2 of 3 RESIDENTIAL PERMIT APPLICATION ® Department of Community & Economic Development ,Z p City of Arlington• 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 Mechanical Section (continue filling out if mechanical equipment is involved) Select proposed appliances: Furnace (80+) Model# AFUE ❑ Heat Pump Model # SEER HSPE ❑ AC Unit Model# SEER ❑ Type Il Hood ❑ Commercial Cooking Appliance Ell Hydronic Piping ❑. Boiler Solid-Fuel Appliance ❑ PV System ❑ Fireplace Insert 0 Outdoor BBQ ❑ Storage Tank ❑ Freestanding Stove Gas Piping 0! Other Gas Piping Information Not Applicable: I_1 Pipe Material: Pipe Size: Total BTU's of all Appliances: Distance from Meter to Furthest Appliance: • New gas piping requires a pressure test to hooking to any appliance • Sediment traps (drips) are required on all gas lines • Gas lines are required to be supported/secured every 6 to 8 feet • Proper combustion air and venting required for all appliances • A shut-off is required within 6 feet of all appliances ___1 � Applicant Signature: = — C Date: Print Applicants Name: 6/16LP Page 3 of 3 i CTR1.'M'}2A1,i'NQrFS- 1. The following notes are suppternmut*and do not supersede the Spec iecations anc'or &.tails shov%'n on the draveings. B. 1. 2015 irtcmational Building Code(lBQ 2015 International Residential Code(I KC); C. t)1?�S1r V 1.0A D i, Roof(snow)........ ........................-.25 psf Live Load 2. Roues-...........................................40 psfLive load r3. Stairs&Exits...•...............................A0 psf Live Load •. a. Nvind Spt cd......................................33 nipD.Lxpc re R„ 5 Seismic Site Class .... ..................-1) G. SolI bea"ring cap�acitr................ ... 2,000 psf Fi)12"depth .�_.. 1_ -- U. 1.1'1Tdf.(}KLD-C.ca FF�l 1 i.c*r+crct4'�3-da re �s� ns;t.h 5saCt�Cctn.nt'}d'(r�� na �imuo€?.SL'wt)psi:6� vaa1lonxterlstcl) G fd for fnundationA,.slaps,and footin c. S 5�. 2. Reinforced st?%l A.S.T.Nl.A-615:grade 40(40.C"psi)all sizes C:yn<ret�cc?vrr ttta ri.n;frarcir sixet(char c[ttn7 !nsl' b'rttical faces exposed toc;uth o.rivcathcr.........................Z" - ttr t E__ Itkht�( ,.tt.rn of o ., -.... .................-...... ..... .. ......... 13� n f otin�s Slat-on ride(from top) .. . .. ..................1 1 C" " /(/ ��// ; I► � � ` Spiiee rcinfarcing hsrs tmniniunt...... ........ 18'overlap L. 'P1�rrtlit.f R 11NG wfll;TS; dj. 1. 11cm-Fir No.2 or Dou r'ir-\o.2 for joists.rallers,and framiig to 4"width, ?. llcm-Fir or Doug-Fir,t'tilit;or No.3 or better for plates and blockin . __. _._ ._. 3. liem-Fir No,2 for putts and other beams, unless noted othcrvvi •Ert `.. t`•..,t a ?_,; � � ': �, /4W/ s. Joists anal rallcas to have?"thick gelid h►cxkany at bear:n;supports, LC-6V'AI' a;C�HT S/4tG.:. V_ 5. Provide i ashctN Rw z!i lx+l s Marino on"ood. 6, ,All nail.,shall be cornmoa.wire nails. 7. All nailing not otherwise noted should he per 113C Table 23N.9,1 I. ContmGc,r to verify all di netasiiYns in the field. 2. Provide temp,br-acing as required until all perniancatconnections are installed. 3. Found Trion hold do�v-n,shear.par:C4.hangers,and othtr items are to be installed per the islanurtcturi s ce.ommendatinns. Shear Wall Schedule 1�.3 Wall Sheathing' Nail Sizes Nail Sole and Top�a Shears Spacing, Plate Nailing Capacity Edges r2 SoL1. 7 13L �' A. A (2 1/2" (MIN.) GWB10 5d" 4" o.c. 6" o:c.1s 150 l .� i1 B 716' .OSB 8d 6" o.c. 6" o.c. 240 260 /IF�r- '' C 7/16' OSB 8d 4 o.c. 4 O.C. 350 380 D 7/16" OSB 8d 3" o.c. 3" o,c. 450 490 E. (2) 7/16' OSB 8d 4" o.c. 4" o.c.0 700 760 ct fr5wc- WKLL- F (2) 7/16" OSB 'o'" 8d 3" o.c. 3" o.c.12 900 980� C G 1/2" CDX " 10d" 3" o.c. SEE N°tE 12 600 NOTES: l ! (1.) All wall sections not noted on plan as shearwalls shall be nailed according to / / the general nailing schedule. Do not provide additional blocking or nailing. a / l � , (2.) Block all horizontal sheathing edges with nominal 2X blocking, some depth as I a. . framing. All vertical sheathing edges to fall on framing members. -- - (3.) On lowest level, extend sheathing to mud sill. Where sheathing extends across f i} floor framing, nail at wall sole plate as for sheathing edge. r 1 (4.) Nominal 1/2" CDX may be substituted for 7/16' OSB if desired, or equivalent APA rated panel. i - € (5.) Common or galvanized box nails. (6.) Nail spacing at all sheathing edges. Nail in field ® 1 T o.c., on all intermediate framing members. (For GWB nail at all framing & blocking as for edge.) (7.) 16d commons, face nail through floor sheathing and into joist or blocking below. Where nailing directly to sill, 10d common or box may be used on some spacing t (see also note 3). (8.) For single top plate, face nail as for sole plate. For doubled top plates, attach per general nailing schedule, unless other attachments are designated on the pions. _ _• _ ��/f��f (9.) Shear capacity In ib./ft. based on nail holding values to framing members of Douglas Fir/Larch, and duration factors for wind or earthquake. Framing members 'I I of other species will result in lower capacities. Numbers in ( } are for sheathing - I i of 1/2" CDX or framing at a maximum of 16' o: 9 C. (10.) Sheathing is required on both faces of the wall. (11.) 4x:framing members ore required at vertical edges of the shearwall section. M 1 N (12.) Face nailing alone will not provide required shear resistance. On upper level, l I I I either extend sheathing on outside of wall to overlap rim joist or blocking and► _ ----- - ----- - - -��-- - ---�� null- as' for sheathing edge, or add Simpson O tie t6 Ytm joist at each stud. CD t 5 � tn Q L V� CITY OF ARLIN0TON � � ,\, � M 0 Q S�A4,c- '�: BUILDING DEPARTMENT 4 r �' � x APPROVEDo O f C O oA told e� eved a Q �JJ r NO CHANGESAUTHORIZED�� 20j8 BUILDING NSPECTOHV FFICE rn� Z 6 �_v�� U� etri vew sox ,yox o Z°X�lo Z6 XY° O ��� L y.��` '3 O �Q _3o cart vr_a �� l�S 56 �LfM VTd tea' acrProM k 10 n /t. NO . O� 3.1 0!or o -r��ti-- _ A"CftL -o QE Ltik_ O. LIR"'ir�' l _ o 3 0 071 o �12�a .r a 11 fVV �Z / - l o k � V, Fo (_ -—off 26x 1� 2°X It, Vro *' e .10!545�v__ OV � — �a/ R ` �L1.--6J1}�4y►T�ow.t" St.ItTGttEip TDP OOK-_ p o rl S I �ox�10 -- ��• ----- + TES ff Cm 0 vn Lm IN 57 r EL-r 2 b� 5 Z Jr�r>> 1 ®off �T� j Vq r t—� I lei - IF i } f i 0 0 I /-Cu TQAII^N C-ot,)L Ltr 16 5 AK' I NIALA t& I I Bpi . ► ma Jr� : Cek..G1L ES> �'® c3 w[l 3` ®F Gr>.c u -►� . Isttx 24`t w4 -fvlv-ctl&* 'rtezv-- ttt0 r_6QtlLv-RE t♦dm�- 2.O M14 -f9r--od6,% P=KO ftx- L--- -ro �'f�4 [ : 15® G�Eor s.w P � i��41"I(1�iC NOTES: FOU C;t AT I Oil NOTE 5' _ I. ALL EXTERIOR WALL OPENINGS d BEARING WALL OPENINGS TO HAVE I. FOOTINGS ARE TO BEAR ON UNDISTURBED LEVEL SOIL DEVOID OF 1�,.�, � 4 X 12 HEADERS UNLESS OTHERWISE INDICATED, IF BUILDING BUILT WITH ANY ORGANIC MATERIAL AND STEPPED AS REQUIRED TO MAINTAIN THE - �R� --- '^-"- aa%" IN. STUDS USE 4 X 8 HEADERS UNLESS OTHERWISE NOTED ON THE REQUIRED DEPTH BELOW THE FINAL GRADE. ?lir- PLAN. 2. SOIL BEARING PRESSURE ASSUMED TO BE 1500 PSF. -LV!:6_Tl ���i5 2. ALL EXTERIOR WALLS TO BE BUILT OF 2 X 6 STUDS O.G. —A.j1&__lzamsc - TYPICALLY UNLESS NOTED OTHERWISE. ALL INTERIOR WALLS ARE TO 3. OE OF C ONE AXIMUM SL LFOR BUITS D NGS, STRUCAND FILLS TURES,FOUNDA HORIZONTAL AND TO r� r�� �+rf ins BE BUILT OF 2 X 4 STUDS v 16' O.G. TYPICALLY UNLESS NOTED RETAINING WALLS. 44 OTHERWISE. ALL INTERIOR WALLS SUPPORTING TWO OR MORE FLOORS • �+-+•. _-_ .-I •_. �V j AND I OR MORE ROOF/CEILING ASSEMBLIES SHALL BE 2 X 6 STUDS m '"J_ T SG/L y, 16' O.G. FOUNDATION CRIPPLE WALLS SHALL BE FRAMED OF STUDS NOT 4. ANY FILL UNDER GRADE SUPPORTED SLABS TO BE A MIN. OF 4' IN. LESS IN SIZE THAN THE STUDDING ABOVE. WHEN EXCEEDING 4'-0' IN GRANULAR MATERIAL COMPACTED TO 95%. HEIGHT, SUCH WALLS SHALL BE FRAMED OF STUDS HAVING THE SIZE 5. CONCRETE: - MIX AND 28 DAY STRENGTH OF 4NCRETE,REQUIRED FOR AN ADDITIONAL STORY UNLESS SPECIFIED OTHERWISE. - - — - 3. ALL METAL CONNECTORS 70 BE "SIMPSON' OR EQUIVALENT. U.N.O. - BASEMENT WALLS t FOUNDATIONS JOISTS HUNG ON FLUSH BEAMS TO BE ATTACHED WITH U210 OR NOT EXPOSED TO WEATHER: PSI f 11 R 2500 EQUIVALENT. MULTIPLE JOISTS USE U210-2/U210-3 AS REQUIRED. USE OF r , + �y c k,ti� Sri. A �1._._�7w3—� r - i+F," '1'1, '� I +fr �� "S�'i'�{ x.. ._ '�� § r i et14 *� 10d X 1-1/2" NAILS ARE ALLOWED WITH THESE TYPE OF HANGERS UNLESS ` (y[] rh,; ;• � 4� `"� '— NOTED ON THE PLANS. SEE NAIL CONVERSION CHART FROM CURRENT _. '�. �.� - ?w .��°° r(X.(�1 4 - SIMPSON CATALOG FOR OTHER NOTES AND RESTRICTIONS THAT MAY - BASEMENT WALLS t FOUNDATIONS __•_p'�7(�_bTA0.S APPLY. EXPOSED TO THE WEATHER:, AND GARAGE SLABS 3,000 P91 4. PROVIDE DOUBLE JOISTS UNDER ALL WALLS ABOVE, RUNNING y_. .......,,.,.:,v .:. = PARALLEL TO JOISTS AND SOLID BLOCKING BELOW ALL BEARING WALLS RUNNING PERPENDICULAR TO FLOOR JOISTS. 5. PROVIDE POSITIVE VENTILATION AT EACH END OF EACH RAFTER MORTAR t GROUT TO BE MIXED PER MFR. REQUIREMENTS. SPACE AT VAULTED CLG AREAS, AND INSULATION BAFFLES AT EAVE - " VENTS BETWEEN RAFTERS. RAFTER VENTILATION IS AL50 REQUIRED AT BLOCKING LOCATIONS ABOVE THE PLATE. ' 6. PROV IDE FIRE BLOCKING, DRAFT STOPS, 4 FIRE STOPS AS PER 'f/Ib'058 SFEAT1#H6 + - - _ --- -'- -- I RC 5re•Tym X 6.Ka� - -1. HIPS, VALLEY'S AND RIDGES SHALL NOT BE LESS IN DEPTH THAN 2k'P STUD5•0 16404. l ?� - 'R� •-STD ��� 'j �- THE END CUT OF THE RAFTER- 2"m SATED PLATV- 7.1u -- 41 C41WC RM SLAB 8. UNLESS NOTED OTHERWISE, POST TO BEAM CONNECTIONS REQUIRE 6 tAL VI50UM 'SIMPSON' BG SERIES GAP/BASE (OR APPROVED EQUAL) CONNECTORS, FMMW 6RAVE EXTERIOR APPLICATIONS REQUIRE 'SIMPSON' EPB SERIES BASES AND INTERIOR GARAGE POSTS REQUIRE "51MPSON' CB SERIES BASES. �, GOMPA+G 1fD gAFI!?/6R^V� _._/� __ Y--• ro 4-,S�.d��.�-i. t�___.. r • BIACKFILL +,1 ,$i{IR5 C '.t4"[X.+ -4+�JS�I�—s�ll►5 T- ° - �OM.Q� 51+R5 Ht?RZ. SF� I I D D� �t�(i►._l C) TeU11CS f%E'3 // 6 s-_ _ \ D�TAI L. AT &AIRA&C- I"L.00M. i o �l•6�T�__ . /,�S,br_de!t { �1�j�� t�F �•,/E�LID�/�. _ . � I 2K1'0�PLW- X1 t.,v W4'vLYy VwWas 7A,e. D ,"-T c"�Ap 7- ren"p)*d pm &aw "L5 AT FKH le L STAIR �• .__ • / / ; j.�n� N r'"�71r 1 r L.T �C�a u'N� „r •�A_Jl2v v 1�-'� ( _ r 2 x TIMAM �:�:�•� bEP F/��lxt`Ti n�� - ukl s x srta�e � � •l �/�l G/qG ti/� l„� .��. i4 !tll" T?I vo (SIG 04, STAIR DETAIL -- � zd 6 .a ►.tom � x i Nsi-e 1. DoWth ��kxJlT TiG - � ,•yr-I f 1�rl.r� r2. I r,pTjf Dr X 10_ I�ICHO G7'SK� .F ��/� / 10 . too bpi " 51MP�rOFt COLUMN BA5B GB ��f�!+�•l�! Ilk - .c• k Y tt p _ Mr-.TA I L AT 1=05T �, G R314.3 Location. Smoke alarms shall be installed in the following R403.1.2 Continuous footing in Seismic Design Categories } 2015 INTERNATIONAL RESIDENTIAL CODE locations: DO, D1 and D2. Exterior walls of buildings located in General NO es: R602.8 FIREBLOCKING REQUIRED. Fire blocking shall be provided 1. In each sleeping room. Seismic Design Categories DO,D1 and D2 shall be supported in accordance with Section R302.11. 2. Outside each separate sleeping area in the immediate by continuous solid or fully grouted masonry or concrete vicinity of the bedrooms. footings.Other footing materials or systems shall be 1. All work is t0 comply with the latest adopted version of the International designed in accordance with accepted engineering r Residential Code (I.R.C.) of any State, County ) R30211.1 Fireblocking materials. Except as provided in 3. On each additional story of the dwelling,including 9 P 9 g p acic . COun or local jurisdiction. Section R302.11, Item 4,fireblocking shall consist of the basements and habitable attics and not including crawl All required interior braced wall panels in buildings located spaces and uninhabitable attics.In dwellings or dwelling in Seismic Design Categories D0,D1 and D2 with plan 2. The contractor is responsible to check the plans for any errors or omissions � following materials. dimensions greater than 50 feet 15 240 mm shall be supported nor to the start of construction. Owner/Contractor shall verify with local 1. Two-inch (51 mm)nominal lumber. units with split levels and without an intervening 9 ( ) P P 2. Two thickness of 1 inch al lu mm)nominal lumber door between the adjacent levels,a smoke alarm by continuous solid or fully grouted masonry or concrete Building Dept.witch climate zone the project will be built in. joints. installed on the upper level shall suffice for the adjacent footings in accordance with Section R403.1.3.4, with broken lap jo d structural lower level provided that the lower level is less than except for two-story buildings in Seismic Design Category 3. This plan is to be constructed to meet the latest version of the Washington 3. One Thickness of ints. inch(18.3 mm)woo panels with joints backed by 23/32 inch(18.3 mm)wood one full story below the upper level. D2,in which all braced wall panels,interior and exterior, State Energy Code using the Prescriptive Requirements for Single-Family structural panels. 4.Smoke alarms shall be installed not less than 3 feet shall ti supported on continuous foundations. ' (914 mm)horizontally from the door or opening of a � Exception:Two-story buildings shall be permitted to Residential construction. R311.7.8 HANDRAILS. Handrails shall be provided on not bathroom that contains a bathtub or shower unless this have interior braced wall panels supported on continuous 4. Infiltration:All openings in the exterior building envelope shall be sealed Iess than one side of each continuous run of treads or flight would prevent placement of a smoke alarm required by foundations at intervals not exceeding 50 feet(15 • � Section R314.3. 240 mm)provided that: against air infiltration. with four or more risers. 1.The height of cripple walls does not exceed 4 feet 5. Insulate all access door/hatches to crawl spaces and attics to the equivalent R311.7.8.1 HEIGHT. Handrail height,measured vertically R314.5.Combination alarms.Combination smoke and carbon (1219 mm). rating of the wall, floor, or ceiling through which they penetrate. from the sloped plane adjoining the tread nosing,or monoxide alarms shall be permitted to be used in lieu of 2. First-floor braced wall panels are supported on finish surface of ramp slope,shall be not less than 34 smoke alarms. doubled floor joists,continuous blocking or floor 6. All windows within 24" of any door (regardless of wall plane) and whose inches(864 mm)and not more than 38 inches(965 mm). beams. I bottom edge is less than 60" above the floor or walking surface shall be 3.The distance between bracing lines does not Exceptions: 1. The use of a volute,turnout or starting easing R317.1 Location required. Protection of wood and woodbased exceed twice the building width measured parallel tempered. shall be allowed over the lowest tread. products from decay shall be provided in the following to the braced wall line. i 7. All exterior windows are to be double glazed and all exterior doors are to be 2. Where handrail fittings or bendings are used to locations by the use of naturally durable wood or wood that is solid core with weather stripping. Provide %" dead bolt locks on all exterior provide continuous transition between flights, preservative-treated in accordance with AWPA U1 for the R403.1.3 Footing and stem wall reinforcing in Seismic transitions at winder treads,the transition from species,product, preservative and end use. Preservatives shall located Categories Do,Design and go Concrete footings doors&locking devices on all doors and windows within 10 of grade. handrail to guard,or used at the start of a flight,the h ndrail be listed in Section 4 of AWPA U1.1. located in Seismic Design Categories Do,Di and D2,as $• Basements with habitable space and every sleeping room to have a min. 1.Wood joists or the bottom of a wood structural floor established i t Table accordance 1 ,shall have minimum ' height at the fittings or bendings shall be permitted to exceed � ( ) window opening of 5.7 s ft.with a min.width 20" and a sill hgt. of not more 38 inches(956 mm). when closer than 18 inches(457 mm)or wood girders reinforcement in accordance with this section and Figure P g q• when closer than 12 inches(305 mm)to the exposed R403.1.3. Reinforcement shall be installed with support than 44" above fin.Floor. R311.1 Means of egress. Dwellings shall be provided with a ground in crawl spaces or unexcavated area located and cover in accordance with Section R403.1.3.5. means of egress in accordance with this section.The means within the periphery of the building foundation. I 9. Smoke detectors shall be installed in ea.Sleeping room, outside the of egress shall provide a continuous and unobstructed path of 2.Wood framing members that rest on concrete or R403.1.3.1 Concrete stem walls with con I concrete footings. immediate vicinity of each sleeping area and on each story of the dwelling. g ones n Cate Do,Di and D2 where vertical and horizontal egress travel from all portions of the � - masonry exterior foundation watts and are less than 8 In Seismic Design g , All detectors shall be hardwired into building power supply w/battery dwelling to the required egress door without requiring travel , inches(203 mm)from the exposed ground.3.Sills and a construction joint is created between a concrete footing and a concrete stem wall,a minimum of one No.4 backup and be interconnected such that the actuation of one alarm will through a garage.The required egress door shall open directly sleepers on a concrete or masonry slab that is in into a public way or to a yard or court that opens to a public direct contact with the ground unless separated from vertical bar shall be installed at not more than 4 feet actuate all alarms. way. -such slab by an impervious moisture barrier. (1219 mm)on center.The vertical bar shall have a standard R311.2 Egress door. Not less than one egress door shall be 3.Sills and sleepers on a concrete or masonry slab that is hook and extend to the bottom of the footing and 10.Interior&Exterior stairs shall have a means to illuminate the stairs, including shall have support and cover as specified in Section landing and treads. Interior stairs-of six steps or more shall have the required provided for each dwelling unit.The egress door shalt be in direct contact with the ground unless separated fromR40 side-hinged,and shall provide a clear width of not less than ! such slab by an impervious moisture barrier. mm)into and extend a minimum of 14 inches(357 32 inches(813 mm)where measured between the face of the lighting in the immediate vicinity of the top&bottom of the stairs. Exterior 4.The ends of wood girders entering exterior masonry or mm)into the stem wall. Standard hooks shall comply i g g door and the stop,with the door open 90 degrees(1.57 rad): concrete walls having clearances of less than 1/2 inch with Section R608.5.4.5.A minimum of one No.4 horizontal stairways shall be provided with an artificial light source located in the The clear height of the door opening shall be not less than 78 (12.7 mm)on tops,sides and ends. bar shall be installed within 12 inches(305 mm) of the top of the stem wall and one No.4 horizontal bar inches(1981 mm)in height measured from the top of the 5.Wood siding,sheathing and wall framing on the exterior immediate vicinity Of the top landing of stair.Lighting for interior stairs shall threshold to the bottom of the stop.Other doors shall not be of a building having a clearance of less than 6 shall be located 3 to 4 inches(76 mm to 102 mm)from be controlled from top&bottom Of each Stairway. required to comply with these minimum dimensions.Egress inches(152 mm)from the ground or less than 2 inches the bottom of the footing. ` 11.Provide combustion air vents (with screen&back damper) for fireplaces, _ doors shall be readily openable from inside the dwelling without (51 mm)measured vertically from concrete steps, the use of a key or special knowledge or effort. porch slabs,patio slabs and similar horizontal surfaces woodstoves and any appliance with an open flame. R502.7 Lateral restraint at supports.Joists shall be suppo ed - exposed to the weather. laterally at the ends by full-depth solid blocking not 12.Bathrooms&utility rooms are to be vented to the outside with a fan capable of R311.3 Floors and landings at exterior doors.There shall 6.Wood structural members supporting moisture-permeable f 5 air exchanges per hr. 50cfm D er&ran a hood are producing a min. o eS P be a landing or floor on each side of each exterior door.The width floors or roofs that are exposed to the weather, less than 2 inches(51 mm)nominal in thickness;or by g . ) rY g of each landing shall be not less than the door served. Every landing such as concrete or masonry slabs, unless separated attachment i also to be vented to exterior. shall have a dimension of not less than 36 inches(914 mm)measured from such floors or roofs by an impervious moisture to a full-depth header,band or rim joist,or an adjoining j in the direction of travel.The slope at exterior landings shall not exceed barrier. stud or shall be otherwise provided with lateral support to 1/4 unit vertical in 12 units horizontal(2 percent). 7.Wood furring strips or other wood framing members prevent rotation. Exception:Exterior balconies less than 60 square feet(5.6m2)and attached directly to the interior of exterior masonry Exception: R806.1 Ventilation required.Enclosed attics and enclosed R802.10.2 Design.Wood trusses shall be designed in 1- Trusses,structural composite lumber,structural only accessible from a door are permitted to have walls or concrete walls below grade except where an _ glued-laminated members and I joists shall be supported rafter spaces formed where ceilings are applied directly to the accordance with accepted engineering practice. a esign a landing less than 36 inches(914 mm)measured in the fters shall have cross ventilation for each and manufacture of metal-plate-connected wood trusses laterally as required by the manufacturer's recommendations. direction of travel. and the furring strips or framing members. separate space by ventilating openings protected against the shall comply with ANSVTPI 1.The truss design drawings 2. In Seismic Design Categories DO, D1 and D2,lateral t : restraint shall be provided at each intermediate support. entrance of rain or snow.Ventilation openings shall have a shall be prepared by a registered professional where R312.1 GUARDS. Guards shall be provided in accordance R317.1.4 Wood columns.Wood columns shall be approved least dimension of 1/16 inch(1.6 mm)minimum and 1/4 inch required by the statutes of the jurisdiction in which the project with Sections R312.1.1 through R312.1.4: wood of natural decay resistance or approved pressure-preservative- ! ( ! (6.4 mm)maximum.Ventilation openings having a least is to be constructed in accordance with Section R106.1. treated wood., R502.7.1 Bridging.Joists exceeding a nominal 2 inches by I dimension larger than 1/4 inch(6.4 mm)shall be provided 12 inches(51 mm by 305 mm)shall be supported laterally with corrosion-resistant wire cloth screening,hardware cloth •R802.10.2.1 Applicability limits.The provisions of this section shall by solid blocking,diagonal bridging(wood or metal),or a or similar"material with openings having a least dimension of J control the design of truss roof framing when snow controls for R314.1 General. Smoke alarms shall comply with NFPA 72 continuous 1-inch-by-3-inch(25.4 mm by 76 mm)strip 1/16 inch(1.6 mm)minimum and 114 inch(6A mm)maximum. buildings,not greater than 60 feet(18 288 mm)in length and Section R314. , R317.3.1 Fasteners for preservative-treated wood. Fasteners, s nailed across the bottom of joists perpendicular to joists ai Openings in roof framing members shall conform to the perpendicular to the joist,rafter or truss span,not greater including nuts and washers,for preservativetreated intervals not exceeding 8 feet(2438 mm). requirements of Section R802.7. Required ventilation openings than 36 feet(10 973 mm)in width parallel to the R314.1.1 Listings. Smoke alarms shall be listed in accordance wood shall be of hot-dipped,zinc-coated galvanized Exception:Trusses,structural composite lumber,structural joist,rafter or truss span,not more than three stories with UL 217.Combination smoke and carbon monoxide glued-laminated members and I-joists shall be supported shall open directly to the outside air. j P steel,stainless steel,silicon bronze or copper.Coating above grade plane in height,and roof slopes not alarms shall be listed in accordance with UL 217 types and weights for connectors in contact with laterally as required by the manufacturer's 1 R806.2 Minimum vent area.The minimum net free ventilating smaller than 3:12(25 percent slope)or greater than and UL 2034. preservative-treated wood shall be in accordance with the recommendations. � - area shall be 1/150 of the area of the vented space. 12:12(100-percent slope).Truss roof framing constructed connector manufacturer's recommendations. In the R807 1 Attic access.Buildings with combustible ceiling or{ Exceptions:The minimum net free ventilation area shall be in accordance with the provisions of this R314.2 Where required.Smoke alarms shall be provided in absence of manufacturer's recommendations,a minimum roof c6nstruction shall have an attic access opening to attic 1/300 of the vented space provided one or more of the following section shall be limited to sites subjected to a maximum accordance with this section. I of ASTM A 653 type G185 zinc-coated galvanized steel, areas that have a vertical height of 30 inches(762 mm)o�. conditions are met: design wind speed of 140 miles per hour(63 ml or equivalent,shall be used. greater over an area of not less than 30 square feet(2.8 m{ 2). 1. In Climate Zones 6,7 and 8,a Class I or 11 vapor s);Exposure B or C,and a maximum ground snow R314.2.1 New construction. Smoke alarms shall be provided Exceptions: The vertical height shall be measured from the top of the beiling retarder is installed on the warm-in-winter side of load of 70 psf(3352 Pa).For consistent loading of 1. 1/2-inch-diameter 12.7 mm or greater steel bolts. framing members to the underside of the roof framing the ceilin all truss es,roof snow load is to be computed as:0.7 in dwelling units. ( ) 9 g g 9• � r6 2. Fasteners other than nails and timber rivets shall members. 2. Not less than 40 percent and not more than 50 percent R314 2.2 Alterations,repairs and additions.Where be permitted to be of mechanically deposited The rough-framed opening shall be not less than 22 inchE s of the required ventilating area is provided by R802.10.3 Bracing.Trusses shall be braced to prevent rotation alterations,repairs or additions requiring a permit occur, zinc-coated steel with coating weights in accordance by 30 inches(559 mm by 762 mm)and shall be located ir a ventilators located in the upper portion of the attic or and provide lateral stability in accordance with the c or where one or more sleeping rooms are added or created with ASTM B 695, Class 55 minimum. hallway or other readily accessible location.Where locate in rafter space.Upper ventilators shall be located not requirements specified in the construction documents for in existing dwellings,the individual dwelling unit shall be 3. Plain carbon steel fasteners in SBX/DOT and a wall,the opening shall be not less than 22 inches wide by more than 3 feet(914 mm)below the ridge or highest the building and on the individual truss design drawings.In equipped with smoke alarms located as required for new zinc borate preservative-treated wood in an interior, 30 inches high(559 mm wide by 762 mm high).Where the point of the space, measured vertically,with the the absence of specific bracing requirements,trusses shall dwellings. dry environment shall be permitted. access is located in a ceiling,minimum unobstructed headroom balance of the required ventilation provided by eave be braced in accordance with the Building Component Exceptions: J in the attic space shall be 30 inches(762 mm)at some or cornice vents.Where the location of wall or roof Safety Information(SCSI 1-03)Guide to Good Practice for 1. Work involving the exterior surfaces of dwellings, R317.3.2 Fastenings for wood foundations. Fastenings, point above the access measured vertically from the bottom framing members conflicts with the installation of Handling, Installing&Bracing of Metal Plate Connected such as the replacement of roofing or siding, including nuts and washers,for wood foundations shall be of ceiling framing members.See Section M1305.1.3 for i upper ventilators,installation more than 3 feet(914 Wood Trusses. the addition or replacement of windows or doors, as required in AF&PA PWF. access requirements where mechanical equipment is located mm)below the ridge or highest point of the space or the addition of a porch or deck,are exempt in attics. shall be permitted. R803.2.1 Identification and grade.Wood structural panels from the requirements of this section. THIS STRUCTURE TO COMPLY WITH MINIMUM shall conform to DOC PS 1,DOC PS 2,CSA 0437 or 2. Installation,alteration or repairs of plumbing or NAILING SCHEDULE,TABLE R602.3(1)&(2) R806.3 Vent and insulation clearance.Where eave or comice CSA 0325,and shall be identified for grade,bond classification mechanical systems are exempt from the requirements - of this section. - vents are installed,insulation shall not block the free and performance category by a grade mark or certificate flow of air.Not less than a 1-inch(25 mm)space shall be provided of inspection issued by an approved agency.Wood between the insulation and the roof sheathing and at the structural panels shall comply with the grades specified in location of the vent. Table R503.2.1.1(1). 1 Prescriptive Energy Code Compliance for All Climate Zones in Washington ''roiirct information Contact Information rivv Star e ,:= eKcc e-1 ih ec o t . v'z o 2c S - N�^ h ?a� , 1 yes 3 �d -/G Is- This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure,the appropriate number of additional credits are checked as chosen by the permit applicant. ' C 1 Authorized Representative Date All Climate Zones R-Valuea U-Factora Fenestration U-Factorb n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCb,e n/a n/a Ceilingk 49' 0.026 Wood Frame WalIg,m," 21 int 0.056 Mass Wall R-Value' 21/21h 0.056 Floor 309 0.029 Below Grade Wall°•`" 10/15/21 int+TB 0.042 / Slab R-Value&Depth 10, 2 ft n/a I *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 1.Small Dwelling Unit: 1.5 credits ❑ Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are greater than 500 square feet of heated floor area but less than 1500 square feet. 2. Medium Dwelling Unit: 3.5 credits All dwelling units that are not included in#1 or#3. Exception: Dwelling units serving R-2 occupancies shall require 2.5 credits. ❑3. Large Dwelling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area. ❑4. Additions less than 500 square feet: .5 credits Table R406.2 Summary Option Description Credit(s) 1a JEfficient Building Envelope la 0.5 1 b Efficient Building Envelope lb 1.0 1 c Efficient Building Envelope 1 c 2.0 0 1 d Efficient Building Envelope 1 d 0.5 ❑ 2a Air Leakage Control and Efficient Ventilation 2a 0.5 0 2b Air Leakage Control and Efficient Ventilation 2b 1.0 2c Air Leakage Control and Efficient Ventilation 2c 1.5 0 3a High Efficiency HVAC 3a 1.0 ..M 3b High Efficiency HVAC 3b 1.0 ❑ 3c High Efficiency HVAC 3c 1.5 El 3d High Efficiency HVAC 3d 1.0 P 4 High Efficiency HVAC Distribution System 1.0 ❑ 5a Efficient Water Heating 5a 0.5 9 5b Efficient Water Heating 5b 1.0 n 5c Efficient Water Heating 5c 1.5 5d Efficient Water Heating 5d 0.5 6 Renewable Electric Energy 0.5 *1200 kwh 0.0 Total Credits 0.00 *Please refer to Table R406.2 for complete option descriptions Table R402.1.1 Footnotes For.31:•1 foot .=304.8 mm,ci.=continuous insulation, int.= intermediate framing. a R-values are minimums. U-factors and SHGC are maximums.When insulation is installed in a cavity which is less than the label or design thickness of the insulation,the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration. "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall."10/15/21.+TB"shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors.See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Reserved. g Reserved. h Reserved. 'The second R-value applies when more than half the insulation is on the interior of the mass wall. ` Reserved. k For single rafter-or joist-vaulted ceilings,the insulation may be reduced to R-38. Reserved. m Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Table R402.1.3 Footnote a Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. Table 406.2 EnergyCredits 2015 Code OPTION _ DESCRIPTION CREDITS) Estimated Cost lb EFFICIENT BUILDING ENVELOPE lb: 1.0 Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U =0.25 Wall R-21 plus R-4 Floor R-38 Basement wall R-21 int plus R-5 ci Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total UA by 15%. 2b AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2b: 1.0 Compliance based on Section R402.4.1.2: Reduce the tested air leakage to 2.0 air changes per hour maximum and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code shall be met with a heat recovery ventilation system with minimum sensible heat recovery efficiency of 0.70. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the heat recovery ventilation s stem. 3ah HIGH EFFICIENCY HVAC EQUIPMENT 3a: 1.0 Gas,propane or oil-fired furnace with minimum AFUE of 94%,or Gas,propane or oiled-fired boiler with minimum AFUE of 92% To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 5a EFFICIENT WATER HEATING 5a: 0.5 All showerhead and kitchen sink faucets installed in the house shall be rated at 1.75 GPM or less.All other lavatory faucets shall be rated at 1.0 GPM or less.` To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the maximum flow rates for all showerheads,kitchen sink faucets,and other lavatory faucets. Olympic Ave Sidewalk _ s ye Cie LOT 5 22'-0° 20'-011 I i 1 4'-611 ' y 424 S Olympic GtaS House _Y (Q N gQ' d. IO�o�� 55'-0" �°� Q� ����0 GtayS 4'-0" 25'-011 I PQ�o C\G`O��i tayy I O G G Ally Mel Tingley, Linda Darrah Lot Size: SIZE 37'-6°x 100'-0" A Site Plan - Lot 6 SCALE 1/16"=1' REV I SHEET 1 OF 1 Peter Choi las, PE ) Engineering &Design Services 307 North Olympic Ave, Suite#308 Arlington, WA 98223 (360) 653-4615 Chopelasandassociates@gmail.com May 25, 2018 Mel Tingly 13611 168TH ST NE ARLMGTON, WA 98223 Project: Proposed two story residence for lot 6. of Cobbs ADD to Arlington Blk 012D-00, 424 S. Olympic Ave, Arlington WA The vertical and lateral loads were analyzed for the subject building according to the requirements of the 2015 International Building Code (ASCE 7-10). The following design conditions for the analysis are based on the site conditions or according to the minimum code requirements: Roof Snow load: 25PSF Floor: 40 PSF Roof type/weight: comp over OSB/15 PSF Basic wind Speed: 110 MPH Wind Exposure/Importance: B/Iw=1.0 Seismic Site Class: D Soil Baring capacity: 2,000 PSF Plans are marked according to requirements. Seismic redundancy is met. If you have any questions or are in need of further assistance please feel free to call. OFFICE COPY Peter Chopelas PE CITY OF ARLINGTON BUILDING DEPARTMENT APPROVED DATE 8 D BY 4&: Received NO CHANGES AUTHORIZED J U N 21 2018 UNLESS APPROVED BY THE BUILDING INSPECTOR�iUW aps ouuu,zLy ncpuiL nitps:/ proauz-eartnquaxe.ct.usgs.gov/aesignmaps/us/summary.plip-!t... 22- US GS Design Maps Summary Report Jser-Specified Input Report Title Tingly site Fri May 25, 2018 01:20:35 UTC Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 48.19510N, 122.119°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III allwood, EB,EY HILL P OR T PE5ERVanaw SU SAN, SMLAG�AWSH gcccR 7!014 BAY ZYfington 'Warn Beach l I ., q j JSGS-Provided Output Ss = 1.050 g SMs = 1.134 g ` Sys = 0.756 g S1 = 0.408 g SM1 = 0.650 g SDI = 0.433 g -or information on how the SS and S1 values above have been calculated from probabilistic (risk-tar( leterministic ground motions in the direction of maximum horizontal response, please return to the ;elect the "2009 NEHRP" building code reference document. �r << L P [} F i 10) / � 5/24/2018,6:20 PM 1 I I1_I I IUD . � 0 w . s�► sue«- 1 -7 c ILI 616 lc�-7x *(tU 7,(o�� ur" t--(, jlG1cCj � �4 CC -7:z . eta �-vc LP P� ( 15 s , 4 r , 7-� `c Sir` I lqto, 6,C 6 5 qPP(-1D2--t �jjj d v,.�; VAf i� S v -f ��� �(s� - -t,> f��( -tie �►�� �S a Olympica ave home �� •� StruCalc 9.0 a�3e upper floor typical window header am _ or ternational Building Code(2015 NDS)] 5.5INx5.0FT " n-Fir-Dry Use StruCalc Version 10.0.1.6 5/25/2018 12:23:43 AM Adequate By: 13.0% ng Factor:Moment :CTIONS Center LOADING DIAGRAM ad 0.07 IN L/861 oad 0.05 in oad 0.12 IN L/512 ad Deflection Criteria: L/240 Total Load Deflection Criteria: L/180 IONS 8 B ad 781 lb 781 lb oad 533 lb 533 lb oad 1314 lb 1314 Ib I Length 0.93 in 0.93 in DATA ength 5 ft — - — — - - -- - ed Length-Top 5 ft ed Length-Bottom 0 ft g tch 6 :12 uration Factor 1.15 UAL PROPERTIES ROOF LOADING Side One: m Fir Base Values Adiusted Roof Live Load: ILL= 25 psf 3 Stress: Fb= 850 psi Fb'= 1263 psi Roof Dead Load DL= 15 psfTributary Width: TW= 11 ft Cd=1.15 C/=0.99 CF=1.30 Side Two: itress: Fv= 150 psi Fv'= 173 psi Cd=1.15 Roof Live Load: LL= 25 psf = s of Elasticity: E= 1300 ksi E'= 1300 ksi Roof Dead Load. DL 15 psfTributa Width: TW= 1.5 ft -L to Grain: Fc-1= 405 psi Fc-1'= 405 psi ry [ling Moment: 1643 ft-lb Wall Load: WALL= 0 pif 'rom left support SLOPE/PITCH ADJUSTED LENGTHS AND LOADS :d by combining all dead and live loads. Adjusted Beam Length: Ladj= 5 ft Iling Shear: -1314 lb Beam Self Weight: BSW= 4 plf port. Beam Uniform Live Load: wL= 313 plf )d by combining all dead and live loads. Beam Uniform Dead Load: wD—adj= 213 plf Total Uniform Load: wT= 526 plf risons with required sections: Read Provided Modulus: 15.61 in3 17.65 in3 hear): 11.43 in2 19.25 in2 t of Inertia(deflection): 17.06 in4 48.53 in4 t: 1643 ft-lb 1857 ft-lb -1314 lb 2214 lb Olympica ave home _ Ih'� 4 StruCalc 9.0_-,, main floor SG door headers an Combination Roof And Floor Beam ternational Building Code(2015 NDS)] 9.5 1N x 6.O FT n-Fir-Dry Use StruCalc Version 10.0 1.6 5/25/2018 12:26:47 AM Adequate By:9.5% ng Factor:Moment :CTIONS C n er LOADING DIAGRAM ad 0.05 IN L/1419 oad 0.02 in oad 0.07 IN L/987 ad Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 'IONS A B ad 2258 lb 2258 lb oad 988 lb 988 Ito oad 3246 lb 3246 lb t Length 1.46 in 1.46 in DATA Center ength 6 ft ed Length-Top 6 ft ed Length-Bottom 6 ft AB )epth --1.00 UAL PF6%RTIES ROOF LOADING Center m-Fir Live Load RLL= 25 psf Base Values A �usted Dead Load RDL= 15 psf Cd=1.15 C1 g Stress: Flo= 675 psi F. = 773 psi Tributary Width Side One TW1 = 11 ft itress: Fv= 140 4 Tributary Width Side Two TW2= 1.5 ft psi CF=si Fv'= 161 psi Cd=1.15 FLOOR LOADING Cen er = s of Elasticity: E= 1100 ksi E'= 1100 ksi Live Load FILL40 psf Dead Load FDL= 10 psf to Grain: Fc-1= 405 psi Fc 1'= 405 psi Tributary Width Side One TW1 = 11 ft Iling Moment: 4868 ft-lb Tributary Width Side Two TW2= 0 ft from left support of span 2(Center Span) Wall Load WALL= 0 plf ;d by combining all dead loads and live loads on span(s)2 BEAM LOADING Center [ling Shear: -3246 lb Roof Uniform Live Load: 313 plf it support of span 2(Center Span) Roof Uniform Dead Load: 210 plf :d by combining all dead loads and live loads on span(s)2 Floor Uniform Live Load: 440 plf Floor Uniform Dead Load: 110 plf Asons with required sections: Read Provided Beam Self Weight: 10 plf Modulus: 75.56 in3 82.73 in3 Combined Uniform Live Load: 753 plf ;hear): 30.24 in2 52.25 in2 Combined Uniform Dead Load: 329 plf t of Inertia(deflection): 99.72 in4 392.96 in4 Combined Uniform Total Load: 1082 plf t: 4868 ft-lb 5330 ft-lb -3246 Ito 56081b Dlympica ave home R� \NIR'/-l�StruCalc 9�0 main floor typical window headers ] / an Combination Roof And Floor Beam ernational Building Code(2015 NDS)] _'_�' 7.25 IN x 4.0 FT i-Fir-Dry Use StruCalc Version 10.0 1.6 5/25/2018 12:28:29 AM adequate By:35.5% ig Factor: Shear CTIONS Center LOADING DIAGRAM ad 0.03 IN L/1600 oad 0.01 in )ad 0.04 IN L/1118 ad Deflection Criteria: L1360 Total Load Deflection Criteria:L/240 I= A BI ad 1505 lb 1505 lb oad 649 lb 649 lb )ad 2154 lb 2154 lb 1 Length 1.52 in 1.52 in DATA Center Bngth 4 ft ad Length-Top 4 ft b 4« — —B ad Length-Bottom 4 ft )e th 1.00 'IAL PPERTIES ROOF LOADING Center m-Fir Live Load RLL= 25 psf Base Values Ad lusted 3 Stress: Fb= 850 psi Fb'= 1261 psi Dead Load RDL= 15 psf Tributary Width Side One TW1 = 11 ft Cd=1.15 CI=0.99 CF=1.30 Tributary Width Side Two TW2= 1.5 ft Wess: Fv= 150 psi Fv'= 173 psi FLOOR LOADING Center Cd=1.15 Live Load FLL= 40 psf s of Elasticity: E= 1300 ksi E'= 1300 ksi Dead Load FDL= 10 psf 1 to Grain: Fc-1= 405 psi Fc-1'= 405 psi Tributary Width Side One TW1 = 11 ft Iling Moment: 2154 ft-lb Tributary Width Side Two TW2= 0 ft from left support of span 2(Center Span) Wall Load WALL= 0 plf :d by combining all dead loads and live loads on span(s)2 BEAM LOADING Center Iling Shear: 2154 lb Roof Uniform Live Load: 313 plf support of span 2(Center Span) Roof Uniform Dead Load: 210 plf !d by combining all dead loads and live loads on span(s)2 Floor Uniform Live Load: 440 plf Floor Uniform Dead Load: 110 plf risons with required sections: Reg'd Provided Beam Self Weight: 5 plf Modulus: 20.49 in3 30.66 in3 Combined Uniform Live Load: 753 plf hear): 18.73 in2 25.38 in2 Combined Uniform Dead Load: 324 plf t of Inertia(deflection): 25 in4 111.15 in4 Combined Uniform Total Load: 1077 plf t: 2154 ft-lb 3223 ft-lb 2154 lb 2918 lb Olympica ave home �StruCalc 9.0 page r garage door header S / • pan Combination Roof And Floor Beam ,iternational Building Code(2015 NDS)] 9.5INx16.0FT � iglas-Fir-Larch-Dry Use StruCalc Version 10.0.1.6 5/25/2018 12:31:32 AM Adequate By: 0.8% ing Factor: Moment ?CTIONS C n er LOADING DIAGRAM )ad 0.26 IN L/748 _oad 0.36 in oad 0.62 IN L/310 )ad Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 am A B iad 711 lb 711 lb .oad 1007 lb 1007 lb oad 1718 lb 1718 lb 1 Length 0.50 in 0.50 in ATA C nter ength 16 ft ed Length-Top 2 ft - ed Length-Bottom 16 ft A 18ft B depth 1..0rr0�� UAL PRU��IWERTIES ROOF LOADING Oenter uglas-Fir-Larch Live Load RLL= 25 psf Base Values led g Stress: Fb= 875 psi F. Dead Load RDL= 10 psf = 1005 psi Tributary Width Side One TW1 = 1 ft 'tress: Fv= 170 Cd=1.15 C17 CF= Tributary Width Side Two TW2= 1.5 ft p psi Fv'= 196 psi Cd=1.15 FLOOR LOADING Center lof Elasticity: E= 1— 1 1300 ksi E'= Live Load FLL= 40 psf 1300 ksi to Grain: Fc- 625 psi Fc- — Dead Load FDL= 10 psf 625 psi Tributary Width Side One TW1 = 0.7 ft Iling Moment: 6873 ft-lb Tributary Width Side Two TW2= 0 ft = from left support of span 2(Center Span) Wall Load WALL 80 plf :d by combining all dead loads and live loads on span(s)2 BEAM LOADING Center Iling Shear: -1718 lb Roof Uniform Live Load: 63 plf t support of span 2(Center Span) Roof Uniform Dead Load: 28 plf �d by combining all dead loads and live loads on span(s)2 Floor Uniform Live Load: 26 plf Floor Uniform Dead Load: 7 plf risons with required sections: Read Provided Beam Self Weight: 11 plf Modulus: 82.08 in3 82.73 in3 Combined Uniform Live Load: 89 plf hear): 13.18 in2 52.25 in2 Combined Uniform Dead Load: 126 plf t of Inertia(deflection): 304.47 in4 392.96 in4 Combined Uniform Total Load: 215 plf t: 6873 ft-lb 6927 ft-lb -1718 lb 6810 lb Dlympica ave home 'i �i � ��►��StruCalc^n. Papa : upper floor joist '1 • st ernational Building Code(2015 NDS)] �r 11.875-iLevel Trus Joist x 21.0 FT @ 16 O.C. adequate By: 14.8% StruCalc Version 10.0.1.6 5/25/2018 12:35:39 AM ig Factor: Deflection CTIONS Center LOADING DIAGRAM ad 0.61 IN L/413 oad 0.15 in )ad 0.76 IN U331 ad Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 IONS A B ad 560 lb 560 lb oad 140 lb 140 lb )ad 700 lb 700 lb Length 175 in 3.50 in iffeners No Yes iRT LOADS A B -- - ad 420 plf 420 plf A- 21 ft B- Dad 105 plf 105 plf )ad 525 plf 525 plf 'PROPERTIES JOIST DATA Center /11.875-iLevel Trus Joist Base Values oust Span Length 21 ft t Cap: Mcap= 6180 ft-lb Mcap'= 6180 ft-lb Unbraced Length-Top 0 ft Unbraced Length-Bottom 0 ft Cd= 1.00 Floor sheathing applied to top of joists-top of joists fully braced. ;tress: Vcap= 1705 lb Vcap'= 1705 lb Sheathing/sheetrock applied to bottom of joists-bottom of joists fully braced. Cd= 1.00 n A: Rcap= 1080 lb Rcap'= 1080 lb Floor Duration Factor 1.00 n B: Rcap= 1505 lb Rcap'= 1505 lb JOIST LOADING El= 419 Ib-in2 El'= 419 lb-in2 Uniform Floor Loading Center Live Load LL= 40 psf Iling Moment: 3675 ft-lb Dead Load DL= 10 psf t from left support of span 3(Right Span) Total Load TL= 50 psf !d by combining all dead and live loads. TL Adj. For Joist Spacing wT= 66.7 plf Iling Shear: 700 lb support of span 2(Center Span) !d by combining all dead and live loads. risons with required sections: Read Provided 365 in2-lb E6 .419 in2-lb xE6 t: 3675 ft-lb 6180 ft-lb 700 lb 1705 lb Olympica ave home k- ",StruCalc^'twr Fzage stair well header 2nd floor / • an Floor Beam :ernational Building Code(2015 NDS)] �•M•••"' "'. d <11.875 IN x 11.0 FT :rollam-iLevel Trus Joist StruCalc Version 10.0.1.6 5/25/2018 12:38:49 AM 4dequate By:6.0% ng Factor: Moment CTIONS Center LOADING DIAGRAM ad 0.31 IN L/423 oad 0.08 in )ad 0.40 IN L/334 ad Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 IONS A $ ad 2420 lb 2420 lb oad 641 lb 641 lb )ad 3061 lb 3061 lb Length 2.33 in 2.33 in DATA Center :ngth 11 ft :d Length-Top 0 ft ff ft =.d Length-Bottom 0 ft A B uration Factor 1.00 ?epth 0.00 IAL PROPERTIES FLOOR LOADING Cen crollam-iLevel Trus Joist Floor Live Load FLL= 40 psf Base Values Adjusted Floor Dead Load FDL= 10 psf I Stress: Fb= 2600 psi Fb'= 2604 psi Floor Tributary Width Side One TW1 = 9 ft Cd=1.00 CF=1.00 Floor Tributary Width Side Two TW2= 2 ft tress: Fv= 285 psi Fv'= 285 psi Wall Load WALL= 0 plf Cd=1.00 BEAM LOADING Center of Elasticity: E= 1900 ksi E'= 1900 ksi Reduced Floor Live Load 40 psf L to Grain: Fc- = 750 psi Fc-1'= 750 psi Total Live Load 440 plf Total Dead Load 110 plf ling Moment: 8417 ft-lb Beam Self Weight 6 plf from left support of span 2(Center Span) Total Load 556 plf d by combining all dead loads and live loads on span(s)2 ling Shear: -3061 lb t support of span 2(Center Span) d by combining all dead loads and live loads on span(s)2 •isons with required sections: Reg'd Provided Modulus: 38.79 in3 41.13 in3 iear): 16.11 in2 20.78 in2 of Inertia(deflection): 208.02 in4 244.21 in4 8417 ft-lb 8924 ft-lb -3061 lb 3948lb • Olympica ave home `, ,�j�� StruCalo^q page is lowerr floor joist / • ist ternational Building Code(2015 NDS)] or 7.25 IN x 11.0 FT @ 16 O.C. J n-Fir-Dry Use StruCalc Version 10.0.1.6 5/25/2018 12:40:59 AM Adequate By:27.4% ng Factor: Moment :CTIONS Cen a LOADING DIAGRAM iad 0.18 IN L/739 .oad 0.04 in oad 0.22 IN L/591 ad Deflection Criteria: U360 Total Load Deflection Criteria: U240 . $ A B ad 293 lb 293 lb oad 73 lb 73 lb oad 366 lb 366 lb I Length 0.60 in 0.60 in )RT LOADS A B ad 220 plf 220 plf oad 55 plf 55 plf A t�ft - )ad 275 pff 275 plf B tIAL PROPERTIES m-Fir Base Values Adjusted JOIST DATA C n er 3 Stress: Fb= 850 psi Fb'= 1173 psi Span Length 11 ft Cd=1.00 CF=1.20 Cr=-1.15 Unbraced Length-Top 0 ft 'tress: Fv= 150 psi Fv'= 150 psi Unbraced Length-Bottom 0 ft Cd=1.00 Floor sheathing applied to top of joists-top of joists fully braced. s of Elasticity: E= 1300 ksi E'= 1300 ksi Sheathing/sheetrock applied to bottom of joists-bottom of joists fully braced. L to Grain: Fe-J-= 405 psi Fc--L'= 405 psi Floor Duration Factor 1.00 JOIST LOADING Iling Moment: 1008 ft-lb Uniform Floor Loading Center from left support of span 2(Center Span) Live Load LL= 40 psf �d by combining all dead loads and live loads on span(s)2 Dead Load DL= 10 psf Iling Shear: -367 lb Total Load TL= 50 psf t support of span 2(Center Span) TL Adj.For Joist Spacing wT= 66.7 plf d by combining all dead loads and live loads on span(s)2 risons with required sections: RggJ. Provided Modulus: 10.32 in3 13.14 in3 hear): 3.67 in2 10.88 in2 of Inertia(deflection): 36.85 04 75.62 in4 1008 ft-lb 1284 ft-lb -367lb 1088lb I Information I Thickness: T= 3/4 in I Is Glued: of Inertia Calculations For Glued Floor: rea: A-joist= 10.88 IN2 id Area: A-ply= 2.08 IN2 i Centroid: C= 4 IN ABOVE BASE it of Inertia(deflection): I-comb= 76 IN4 Olympica ave home 1�91�'i �StruCalc 9.0 paye is alternatibve floorjoist ist w!i�Y- ternational Building Code(2015 NDS)] of AJS 170/11.875-Boise Cascade x 21.0 FT @ 16 O.C. _- Adequate By:4.5% StruCalc Version 10.0.1.6 5/25/2018 12:47:17 AM ng Factor: Deflection Center LOADING DIAGRAM iad 0.67 IN L/376 .oad 0.17 in oad 0.84 IN L/301 ,ad Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 'IONS A B ad 560 lb 560 lb oad 140 lb 140 lb oad 700 lb 700 lb d Length 1.75 in 3.50 in tiffeners No No )RT LOADS 6 B ad 420 plf 420 plf 21 ft oad 105 plf 105 plf A B oad 525 plf 525 plf r PROPERTIES 3 AJS 170/11.875-Boise Cascade JOIST DATA Center Base Values Adiusted Span Length 21 ft t Cap: Mca 4270 ft-lb Mca Unbraced Length-Top 0 ft P= p'= 4270 ft-lb Unbraced Length-Bottom 0 ft Cd=1.00 g 'tress: Vcap= 1490 lb Vcap'= 1490 lb Floor sheathing applied to top of joists-top of joists fully braced. Cd= 1.00 Sheathing/sheetrock applied to bottom of joists-bottom of joists fully braced. ,n A: Rcap= 988 lb Rcap'= 988 lb Floor Duration Factor 1.00 ,n B: Rcap= 1215 lb Rcap'= 1215 lb JOIST LOADING EI = 372 lb-in2 El'= 372 lb-in2 Uniform Floor Loading Center Live Load ILL= 40 psf (ling Moment: 3675 ft-lb Dead Load DL= 10 psf t from left support of span 3(Right Span) Total Load TL= 50 psf ;d by combining all dead and live loads. TL Adj. For Joist Spacing wT= 66.7 plf Iling Shear: 700 lb support of span 2(Center Span) :d by combining all dead and live loads. risons with required sections: Rea'd Provided 356 in2-lb E6 372 in2-lb xE6 t 3675 ft-lb 4270 ft-lb 700 lb 1490 lb NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED O DO NOT OCCUPY XAPPROVED PERMIT#: � LOT#: DATE: JOB ADDRESS: TYPE OF INSPECTION: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK: MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. Cl CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 / ee, INSPECTOR DATE /BUILDING DEPT. o PLANNING DEPT. CITY OF ARLINGTON (,'�t7, i . 2a NOTICE 'i TO PERMITEE AND/OR OWNER 17(PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED PERMIT#: 70ZD LOT#: DATE: " �Y I JOB ADDRESS: ZV � TYPE OF INSPECTION: .R I- ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK:MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION Top of npc�ey 41 CK, THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE BUILDING DEPT. 0 PLANNING DEPT. CITY OF ARLINGTON r NOTICE TO PERMITEE AND/OR OWNER Cl PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY XAPPROVED PERMIT#: LOT#: DATE: L , JOB ADDRESS: L G C (. C/ vu TYPE OF INSPECTION: R (--tj LA } tt�vxl ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK:MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. f ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. i ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE f APPROVED. { ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION r ` } 6-5 l f" THEACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. kFOR INSPECTION CALL: 360-403-3417 I , f INSPECTOR DATE fJ BUILDING DEPT. f 0 PLANNING DEPT I CITY OF ARLINGTON ..,,�. ;77 o NOTICE TO PERMITEE AND/OR OWNER PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED PERMIT#: �ri'yCI LOT#: DATE: JOB ADDRESS: TYPE OF INSPECTION: 1V1rt �G�j i ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK: MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION 547 THEACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE BUILDING DEPT. �°PLANNING DEPT. CITY OF ARLINGTON r • o15� NOTICE AA111 c;� TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY APPROVED PERMIT#: ' Li LOT#: DATE: -7/1 : I JOB ADDRESS: TYPE OF INSPECTION: Af )a ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK:MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE UILDING DEPT. o PLANNING DEPT. CITY OF ARLINGTON . CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:420 S Olympic Avenue S Permit#:2020 Parcel#:00411701200500 Valuation:251000.00 OWNER APPLICANT CONTRACTOR Name:TINGLEY VERNE R Name:Met Tingley Name:Mel Tingley Address:221 W JENSEN ST Address:10320 SR 530 NE Address:420 S Olympic Avenue City,State Zip:ARLINGTON,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:Arlington,WA 98223 Phone: Phone:425-330-1695 Phone:425-330-1695 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Single Family Residence CODE YEAR: 2015 STORIES: 2 CONST.TYPE: VB DWELLING UNITS: I OCC GROUP: R3 BUILDINGS: I OCC LOAD: PERMIT APPROVAL 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. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL IN ECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBCI10/IRC110. S X I.— E•Sales tax relating to onstruction and construction materials in the Ci o i t be reported on your sales tax return form o ed `ity of rlington 10 . � /��r�,r,� 2 l �e t .A. ?) Signature Print Name D e cicascd By Date CONDITIONS See red-lined drawings. Adhere to approved plans. All primary buildings shall maintain a minimum 10' feet distance from other buildings, including those on adjacent lots. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 8/21/2018 Building Permit Fee $2,659.51 8/21/2018 Building Plan Review Fee $1,728.68 8/21/2018 Furnace $25.00 8/21/2018 Mechanical Permit Base Fee $25.00 8/21/2018 Park-Community SF $1,662.00 8/21/2018 Park-Mini SF $484.00 8/21/2018 Plumbing Permit Base Fee $25.00 8/21/2018 Plumbing Permit Fee(Enter Fixture Fee) $168.00 8/21/2018 Processing/Technology Fee $25.00 8/21/2018 State Building Code Surcharge Fee $6.50 8/21/2018 Traffic Mitigation-City $3,355.00 8/21/2018 Water Heater $25.00 Total Due: $10,188.69 Total Payment: $1,728.68 Balance Due: $8,460.01 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information. 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OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:420 S Olympic Avenue S Permit#:2020 Parcel#:00411701200500 Valuation:251000.00 OWNER APPLICANT CONTRACTOR Name:TINGLEY VERNE R Name:Mel Tingley Name:Mel Tingley Address:221 W JENSEN ST Address:10320 SR 530 NE Address:420 S Olympic Avenue City,State Zip:ARLINGTON,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:Arlington,WA 98223 Phone: Phone:425-330-1695 Phone:425-330-1695 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC M EXP: LIC M EXP: JOB DESCRIPTION PERMIT TYPE: Single Family Residence CODE YEAR: 2015 STORIES: 2 CONST.TYPE: VB DWELLING UNITS: I OCC GROUP: R3 BUILDINGS: I OCC LOAD: PERMIT APPROVAL 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. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL IN ECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC1 l0/IRC110. SAL `C NOTI •Sales tax re ting to construction and construction materials in the Ci o i t t t be reported on your sales tax return form ed 'ily of rlington 10 . � .�— _ I. l'1�,lUr�, 1 t 1'e La 7v1,{I Signature Print Name U e V 11v kelcasc�d By Date CONDITIONS See red-lined drawings. Adhere to approved plans. All primary buildings shall maintain a minimum 10' feet distance from other buildings, including those on adjacent lots. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 8/21/2018 Building Permit Fee $2,659.51 8/21/2018 Building Plan Review Fee $1,728.68 8/21/2018 Furnace $25.00 8/21/2018 Mechanical Permit Base Fee $25.00 8/21/2018 Park-Community SF $1,662.00 8/21/2018 Park-Mini SF $484.00 8/21/2018 Plumbing Permit Base Fee $25.00 8/21/2018 Plumbing Permit Fee(Enter Fixture Fee) $168.00 8/21/2018 Processing/Technology Fee $25.00 8/21/2018 State Building Code Surcharge Fee $6.50 8/21/2018 Traffic Mitigation-City $3,355.00 8/21/2018 Water Heater $25.00 Total Due: $10,188.69 Total Payment: $1,728.68 Balance Due: $8,460.01 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon J'' i Permit Information Date 6/21/2018 Permit Number 2020 Project Name Tingley Applicant Name Mel Tingley Applicant Address 10320 SR 530 NE City,State,Zip Arlington,WA 98223 Contact Mel Tingley Phone 425-330-1695 Email melt50@netzero.net Permit Type Single Family Residence Site Address 4XX Olympic Avenue NE Valuation 251000.00 Status Applied Permit Issued Permit Expires Square Feet 2368 Type of Construction/Occupancy Load Number of Stories 2 Proposed Use SFR Assigned To Kristin Foster Property Parcel Address Legal Owner Owner Phone Zoning 00411701200500 1424 S OLYMPIC AVE I ITINGLEY VERNE R 111 Single Family Residence-Detached Review Date Type Description I Target Date Completed Date Assigned To Status 7/2/2018 Residential Dwelling7/16/2018 3uildin In Review Fees Fee Description Notes Amount Building Plan Review Feel 345.83.00.001 S1.728.68 Totall $1.728.68 Payments Date Paid By Amount Description Payment Type Accepted B 6/21/2018 00el Tingley $1.728.6870521304 -c Totall $1.728.681 Amount Outstanding $0.00 Notes Date Note 7/2/2018 jAddress needs to be assigned. Uploaded Files Upload File Date File Uploaded B 7/2/2018 2:47:54 PM 12020 Al2Q i tion.odf IFoster,Kristin I k • ,I , RESIDENTIAL PERMIT APPLICATION ° ® Department of Community & Economic Development City of Arlington• 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 THIS APPLICATION IS TO BE USED WHEN APPLYING FOR A NEW SINGLE-FAMILY, DUPLEX, TOWNHOUSE, ADDITION, DECK, OR ACCESSORY STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF CONSTRUCTION DRAWINGS AND TWO(2)SETS OF STRUCTURAL CALCULATIONS. THE APPLICATION MUST ALSO INCLUDE THE PLUMBING SUBMITTAL AND THE MECHANICAL SUBMITTAL FORMS. THE ZONING VERIFICATION MAY BE SUBMITTED PRIOR. Project Address: I-{XA -S. p 1 tirnpte- Ad -- L-o (o Plat: / (/ ZSingle-family ❑ Duplex ❑ Townhouse ❑ Addition ❑ Accessory structure Proposed Area: 1" Floor: 7sS_ 2"d Floor: Garage: q.Lq - Total SF: a3 (, Y Describe Proposal (include cross street): Alo rf4 v� �/.241 .,z Valuation: -OL O Owner: 7- Address: _/off o s :s7720 A)tr City: State: bo,4_ Zip Code: �� Phone: G/d-,5'-_330 A1S" Email: M-c- /7e:,12e- ne_7- Applicant: - Svc i� Address: City: State: Zip Code: Phone: Email: Contractor: -Stern �c_ - Address: City: State: Zip Code: Phone: J S -3 30-I to ZS Email: �1�r/��-� �'f 2 �r.� 17 e� Contact Person: . h e- L� License Number: Expiration: 6/16LP "2J) Page 1 of 3 ,. t. • � •, • C IV RESIDENTIAL PERMIT APPLICATION � Department of Community & Economic Development ��' Or City of Arlington• 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 lxNG� Plumbing Section (continue filling out if plumbing is involved} (Check all that apply and indicate the number of fixtures proposed) Bath/Shower Combo (4.0) x / Sink (1.5) x r Shower (2.0) x I Lavatory (1.0) x Clothes Washer (4.0) x J 32f Water Closet(2.5) x Dishwasher (1.5) x / ; Water Heater x Hose Bibb (2.5) x Water Heater Model # ❑ Other (list) x Plumbing Section Continued Proposed Water Piping Size: Proposed DWV Material: Proposed Piping Material: Proposed DWV Size: • All hose bibs required to be equipped with Atmospheric Vacuum Breakers per ASSE 1019 • All water supplies at 80psi or greater shall have Pressure Reducing Valves (PRV) 6/16LP Page 2 of 3 i RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave NE • Arlington, WA 98223 • Phone(360)403-3551 l Jhr�;r Mechanical Section (continue filling out if mechanical equipment is involved) Select proposed appliances: 1 Furnace (80+) Model# AFUE ❑ Heat Pump Model # SEER HSPE ❑ AC Unit Model # SEER ❑ Type II Hood ❑, Commercial Cooking Appliance ❑ Hydronic Piping ❑ Boiler Solid-Fuel Appliance ❑ PV System FJ Fireplace Insert ❑ Outdoor BBQ Ll Storage Tank ❑ Freestanding Stove ❑, Gas Piping ❑' Other Gas Piping Information Not Applicable: ❑ Pipe Material: Pipe Size: Total BTU's of all Appliances: Distance from Meter to Furthest Appliance: • New gas piping requires a pressure test to hooking to any appliance • Sediment traps (drips) are required on all gas lines • Gas lines are required to be supported/secured every 6 to 8 feet • Proper combustion air and venting required for all appliances • A shut-off is required within 6 feet of all appliances � � V Applicant Signature: t L Date: Print Applicants Name: /"� t 4 6/16LP Page 3 of 3 Permit Information Date 6/16/2018 Permit Number 2010 Project Name Tingley Applicant Name Mel Tingley Applicant Address 424 S Olympic Avenue City,State,Zip Arlington,WA 98223 Contact Mel Tingley Phone 425-330-1695 Email melt50@netzero.net Permit Type ZON Site Address 4xx S Olympic Avenue-Lot 6 Valuation 0.00 Status Applied Permit Issued Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 2 Proposed Use SFR Assigned To Launa Peterson Property Parcel Address Legal Owner Owner Phone Zoning 00411701200500 1424 S OLYMPIC AVE ITINGLEY VERNE R I Familv Residence-Detached Review Date Type Description Target Completed Assigned To Status Date Date 3/16/2018ZON 3/20/2018 Building In Pe view 6/16/2018 ON 3/20/20183 es In Peview 3/16/2018 ZON Water&Sewer connection fees in effect at the time of building permit submittal 3/20/2018 3/19/2018 PIN Admin 3omplete will apply. LT Rev 5/16/2018 ON Sewer is available on S Olympic.JL 3/20/2018 3/19/2018 PW-Sew-Rev mom fete 3/16/2018 ON 1,A 12"DI Water Main is located on South-Olympic Ave.GS 3/20/2018 5/20/2018 PW-Wat-Rev mom lete Uploaded Files Upload File Date File Uploaded B 6116/2018 9:16:55 AM 12010 App Site Plan.pdf I Peterson,Launa x RESIDENTIAL ZONING VERIFICATION APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223•Phone(360)403-3551 f (Please allow 72 hours for review) Project Address: '/ _5. 01VnQtc Rve- At I�r;kY-\ Plat: to 6 131!'� Owner/Applicant: e- %, v- Qo�,.6 _� Address: � City: State: tit. Zip Code: cf?�Z 23 Phone: .y.2 �___T �C, / K) S Email: Yle-fz(fr 4- Describe Proposal (include cross street): c- lv, f= 6 AI/e of Please check one: 0 Single-family dwelling ❑ Duplex ❑ Addition ❑ Accessory structure 1. Proposed Dimensions: W) L) H) .'Ii Total SF) P! 31 2. Allowed Lot Coverage: Total Lot Size 3 7.,,FI7 SF x 35% = 13 I1­_F 3. Actual Lot Coverage: (SF of an structures') _ '3 7S0 (lot size) = J3 % 4. Septic Tank? LlYes Xi No Private Well on Site? QIYes _4No If so,please provide Snohomish County Health Department approval and indicate on site plan. 5. How many trees greater than 12" diameter will be removed? if any, please indicate on site plan. 6. Appliances permanently connected to water service may require Cross-Connection-Control. (Check all that apply) Fire Sprinkler System Medical Equipment QLawn Sprinkler System Q� Livestock Drinking Tanks Decorative Pond/Fountain Hot Tub U� Re-circulating Heating System Swimming Pool Other Z-0t1 ZAl t) Applicant Signature: 2k 1 Date: This square footage should include the footprint area of all strp u s on the property including:house, garages, sheds, covered patios, and decks permitted by the building code. Rev 04/2013 Sou 4� 11, rnVT Olympic Ave Sidewalk 5y Gtays LOT 5 22'-0" 20'-0" 4'-6" i y 424 S Olympic GtaS House Y_ N U) 55'-0" N°b 100 I Q 55 Gta I — 4'-0" 25'-0" PQ�o G�G`��� tayy I ° G _ Ally Mel Tingley, Linda Darrah Lot Size: SIZE 37'-6"x 1001-011 A Site Plan - Lot 6 SCALE 1/16"=l' REV I SHEET 1 OF 1 Peter Choi las, PE Engineering &Design Services 307 North Olympic Ave, Suite#308 Arlington,WA 98223 (360) 653-4615 Chopelasandassociates@gmail.com May 25, 2018 Mel Tingly 13611 168TH ST NE ARLINGTON,WA 98223 Project: Proposed two story residence for lot 6. of Cobbs ADD to Arlington Blk 012D-00, 424 S. Olympic Ave, Arlington WA The vertical and lateral loads were analyzed for the subject building according to the requirements of the 2015 International Building Code (ASCE 7-10). The following design conditions for the analysis are based on the site conditions or according to the minimum code requirements: Roof Snow load: 25PSF Floor: 40 PSF Roof type/weight: comp over OSB/15 PSF Basic wind Speed: 110 MPH Wind Exposure/Importance: B/Iw=1.0 Seismic Site Class: D Soil Baring capacity: 2,000 PSF Plans are marked according to requirements. Seismic redundancy is met. If you have any questions or are in need of further assistance please feel free to call. S� OFFICE COPY Peter Chopelas PE CITY OF ARLINGTON BUILDING;DEPARTMENT APPROVED DATE D BY 4LReceived NO CHANGES AUTHORIZED J U N 21 2018 UNLESS APPROVED BY THE BUILDING INSPECTOR (E .:�:.. �`':; 'c ,. � .:�a � .. .- aps �)umniary tceport littps://prodU2-cartliqucike.cr.usgs.gov/desigamaps/us/summary.plipYt... iMSGS Design Maps Summary Report Jser-Specified Input Report Title Tingly site Fri May 25, 2018 01:20:35 UTC Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 48.1951°N, 122.119°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III -rr.. anwood, � ER F HILL Y L ,4 VA t T R ES ERVATTON SU SAN ST1rl,4���►�+�5H RrSERS7,1 i!ON B AYtriington li `Warm Beach iI 1 i 71-, !i X. - --_- JSGS-Provided Output SS = 1.050 g SMs = 1.134 g SDS = 0.756 g S1 = 0.408 g SM1 = 0.650 g SDI = 0.433 g 'or information on how the SS and S1 values above have been calculated from probabilistic (risk-tar( leterministic ground motions in the direction of maximum horizontal response, please return to the ;elect the "2009 NEHRP" building code reference document. Vj rz_ +� C) L 0 5/24/2018, 6:20 PM 1 •�G t � 7 Fq AgI Q FF AQChff � L 4. V tt jt:�' 6,6 COS I Al(C, �7 !L -aA4cc CQFoll�-La C S 0)`CL wc6�S F t n coe-1 �-V ui X '6 �` ( 1= i nI�LV 1 --------------- I �LP p �- P L } � Qvcir + tccer 7 �I �J Uv--7- 1-7 �;I 7(-f, f-� 7. A Olympica ave home �StruCalc 9.0 > re,upper floor typical window headeram ternational Building Code(2015 NDS)] 5.5 IN x 5.0 FT n-Fir-Dry Use StruCalc Version 10.0.1.6 5/25/2018 12:23:43 AM Adequate By: 13.0% ng Factor:Moment iCTIONS Center LOADING DIAGRAM ad 0.07 IN L/861 oad 0.05 in oad 0.12 IN L/512 ad Deflection Criteria: L/240 Total Load Deflection Criteria:L/180 'IONS A B ad 781 lb 781 lb oad 533 lb 533 lb oad 1314 lb 1314 lb I Length 0.93 in 0.93 in DATA ength 5 ft ed Length-Top 5 ft se ed Length-Bottom 0 ft _B tch 6 :12 uration Factor 1.15 NG UAL PROPERTIES ROOF LOAi51 Side One: m-Fir Roof Live Load: LL= 25 psf Base Values d us a Roof Dead Load: DL= 15 psf 3 Stress: Fb= 850 psi Fb'= 1263 psi Tributary Width: TW= 11 ft Cd=1.15 C/=0.99 CF=1.30 Side Two: Stress: Fv= 150 psi Fv'= 173 psi Cd=1.15 Roof Live Load: LL= 25 psf = 15 psf s of Elasticity: E= 1300 ksi E'= 1300 ksi Roof Dead Load: DL Tributary Width: TW= 1.5 ft -L to Grain: Fc-1= 405 psi Fc-1'= 405 psi Iling Moment: 1643 ft-lb Wall Load: WALL= 0 plf :rom left support SLOPE/PITCH ADJUSTED LENGTHS AND LOADS A by combining all dead and live loads. Adjusted Beam Length: Ladj= 5 ft Iling Shear: -1314 lb Beam Self Weight: BSW= 4 plf port. Beam Uniform Live Load: wL= 313 plf .d by combining all dead and live loads. Beam Uniform Dead Load: wD_adj= 213 plf Total Uniform Load: wT= 526 plf risons with required sections: Read Provided Modulus: 15.61 in3 17.65 in3 hear): 11.43 in2 19.25 in2 t of Inertia(deflection): 17.06 in4 48.53 in4 t: 1643 ft-lb 1857 ft-lb -1314 lb 2214 lb Olympica ave home StruCalc 9.0 a 9a : main floor SG door headers an Combination Roof And Floor Beam of ternational Building Code(2015 NDS)] 9.5 IN x 6.0 FT —`�I' ' -i-Fir-Dry Use StruCalc Version 10.0.1.6 5/25/2018 12:26:47 AM Adequate By:9.5% ng Factor:Moment .CTIONS Center LOADING DIAGRAM ad 0.05 IN L/1419 oad 0.02 in oad 0.07 IN L/987 ad Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 'IONS 6 B ad 2258 Ib 2258 Ib oad 988 Ib 988 Ib oad 3246 Ib 3246 Ib I Length 1.46 in 1.46 in DATA Center ength 6 ft ed Length-Top 6 ft 6 ft ed Length-Bottom 6 ft A 6 depth 1..00 ZIAL PR9JARTIES ROOF LOADING Center m-Fir Live Load RILL= 25 psf Base Values Ad'ust Dead Load RDL= 15 psf 3 Stress: Fb= 675 psi F. = 773 psi Tributary Width Side One TW1 = 11 ft Cd=1.15 C1401. p i Fv'0 Tributary Width Side Two TW2= 1.5 ft Stress: Fv= 140 psi Fv'= 161 psi Cd=1.15 FLOOR LOADING Center = s of Elasticity: E= 1100 ksi E'= 1100 ksi Live Load FLL 40 psf Dead Load FDL= 10 psf 1 to Grain: Fc-1= 405 psi Fc-1'= 405 psi Tributary Width Side One TW1 = 11 ft Iling Moment: 4868 ft-Ib Tributary Width Side Two TW2= 0 ft Wall Load WALL= 0 plf from left support of span 2(Center Span) ad by combining all dead loads and live loads on span(s)2 BEAM LOADING Center Iling Shear: -3246 Ib Roof Uniform Live Load: 313 plf it support of span 2(Center Span) Roof Uniform Dead Load: 210 plf ;d by combining all dead loads and live loads on span(s)2 Floor Uniform Live Load: 440 plf Floor Uniform Dead Load: 110 plf irisons with required sections: Reo'd Provided Beam Self Weight: 10 plf Modulus: 75.56 in3 82.73 in3 Combined Uniform Live Load: 753 plf hear): 30.24 in2 52.25 in2 Combined Uniform Dead Load: 329 plf t of Inertia(deflection): 99.72 in4 392.96 in4 Combined Uniform Total Load: 1082 plf t: 4868 ft-lb 5330 ft-lb -3246 lb 5608lb i Dlympica ave home �'� ''f'^ ,StruCalc=9,0� main floor typical window headers an Combination Roof And Floor Beam or ernational Building Code(2015 NDS)] r - 7.25 IN x 4.0 FT i-Fir-Dry Use StruCalc Version 10.0.1-6 5/25/2018 12:28:29 AM adequate By:35.5% ig Factor: Shear CTIONS Center LOADING DIAGRAM ad 0.03 IN L/1600 oad 0.01 in )ad 0.04 IN L/1118 ad Deflection Criteria: U360 Total Load Deflection Criteria: L/240 IONS A 8 ad 1505 lb 1505 lb oad 649 lb 649 lb )ad 2154 lb 2154 lb i Length 1.52 in 1.52 in DATA Center ength 4 ft ad Length-Top 4 ft A- O ft B ad Length-Bottom 4 ft )epth 1an000 tIAL PROPERTIES ROOF LOADING Center m-Fir Live Load RLL= 25 psf Base Values Adiusted Dead Load RDL= 15 psf 3 Stress: Fb= 850 psi Fb'= 1261 psi Tributary Width Side One TW1 = 11 ft Cd=1.15 C1=0.99 CF=1.30 Tributary Width Side Two TW2= 1.5 ft itress: Fv= 150 psi Fv'= 173 psi FLOOR LOADING Center Cd=1.15 Live Load FLL= 40 psf s of Elasticity: E= 1300 ksi E'= 1300 ksi Dead Load FDL= 10 psf -L to Grain: Fc-1= 405 psi Fc-1'= 405 psi Tributary Width Side One TW1 = 11 ft (ling Moment: 2154 ft-lb Tributary Width Side Two TW2= 0 ft from left support of span 2(Center Span) Wall Load WALL= 0 plf A by combining all dead loads and live loads on span(s)2 BEAM LOADING Center Iling Shear: 2154 lb Roof Uniform Live Load: 313 plf support of span 2(Center Span) Roof Uniform Dead Load: 210 plf A by combining all dead loads and live loads on span(s)2 Floor Uniform Live Load: 440 pif Floor Uniform Dead Load: 110 plf risons with required sections: Read Provided Beam Self Weight: 5 plf Modulus: 20.49 in3 30.66 in3 Combined Uniform Live Load: 753 plf hear): 18.73 in2 25.38 in2 Combined Uniform Dead Load: 324 plf t of Inertia(deflection): 25 in4 111.15 in4 Combined Uniform Total Load: 1077 plf t: 2154 ft-lb 3223 ft-lb 2154 lb 2918 lb Olympica ave home StruCalc 9.0 aim is garage door header • pan Combination Roof And Floor Beam _ of iternational Building Code(2015 NDS)] 9.5 IN x 16.0 FT iglas-Fir-Larch-Dry Use StruCalc Version 10.0.1.6 5/25/2018 12:31:32 AM Adequate By:0.8% ing Factor: Moment -CTIONS Center LOADING DIAGRAM )ad 0.26 IN L/748 _oad 0.36 in oad 0.62 IN L/310 )ad Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 PIONS A B ,ad 711 lb 711 lb .oad 1007 lb 1007 lb oad 1718 lb 1718 lb 3 Length 0.50 in 0.50 in DATA Cen er ength 16 ft :ed Length-Top 2 ft —16ft ed Length-Bottom 16 ft A B )epth f1t.p0f0L ZIAL PROPERTIES ROOF LOADING Center uglas-Fir-Larch Live Load RLL= 25 psf Base Values dusted Dead Load RDL= 10 psf C g Stress: = 875 psi F = 1005 psi Tributary Width Side One TW1 = 1 ft itress: Fv= 170 pd=1.15 C170 psi Fv'. Tributary Width Side Two TW2= 1.5 ft = 196 psi Cd=1.15 FLOOR LOADING Center = 40 psf s of Elasticity: E= 1300 ksi E'= 1300 ksi Live Load FLL Dead Load FDL= 10 psf 1 to Grain: Fc- L= 625 psi Fc-1'= 625 psi Tributary Width Side One TW1 = 0.7 ft Iling Moment: 6873 ft-lb Tributary Width Side Two TW2= 0 ft Wall Load WALL= 80 plf from left support of span 2(Center Span) :d by combining all dead loads and live loads on span(s)2 BEAM LOADING Center Iling Shear: -1718 lb Roof Uniform Live Load: 63 plf t support of span 2(Center Span) Roof Uniform Dead Load: 28 plf �d by combining all dead loads and live loads on span(s)2 Floor Uniform Live Load: 26 plf Floor Uniform Dead Load: 7 plf risons with required sections: Read Provided Beam Self Weight: 11 plf Modulus: 82.08 in3 82.73 in3 Combined Uniform Live Load: 89 plf hear): 13.18 in2 52.25 in2 Combined Uniform Dead Load: 126 plf t of Inertia(deflection): 304.47 in4 392.96 in4 Combined Uniform Total Load: 215 plf t: 6873 ft-lb 6927 ft-lb -1718 lb 6810 lb i va98 Dlympica ave home � �` -'`�1'� StruCalc.°_,�; upper floor joist st ernational Building Code(2015 NDS)] 11.875-iLevel Trus Joist x 21.0 FT @ 16 O.C. adequate By: 14.8% StruCalc Version 10.0.1.6 5/25/2018 12:35:39 AM ig Factor: Deflection CTIONS Center LOADING DIAGRAM ad 0.61 IN L/413 oad 0.15 in )ad 0.76 IN U331 ad Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 IONS A B ad 560 lb 560 lb oad 140 lb 140 lb )ad 700 lb 700 lb Length 1.75 in 3.50 in iffeners No Yes ,RT LOADS A_ B - ad 420 plf 420 plf 21 It Dad 105 plf 105 plf A B )ad 525 plf 525 plf 'PROPERTIES JOIST DATA Center /11.875-iLevel Trus Joist Span Length 21 ft Base Values Adiusted Unbraced Length-Top 0 ft t Cap: Mcap= 6180 ft-lb Mcap'= 6180 ft-lb Unbraced Length-Bottom 0 ft Cd= 1.00 Floor sheathing applied to top of joists-top of joists fully braced. ;tress: Vcap= 1705 lb Vcap'= 1705 lb Sheathing/sheetrock applied to bottom of joists-bottom of joists fully braced. Cd= 1.00 Floor Duration Factor 1.00 n A: Rcap= 1080 lb Rcap'= 1080 lb n B: Rcap= 1505 lb Rcap'= 1505 lb JOIST LOADING El= 419 lb-in2 El'= 419 Ib-in2 Uniform Floor Loading Center Live Load LL= 40 psf Iling Moment: 3675 ft-lb Dead Load DL= 10 psf t from left support of span 3(Right Span) Total Load TL= 50 psf !d by combining all dead and live loads. TL Adj. For Joist Spacing wT= 66.7 plf Iling Shear: 700 lb support of span 2(Center Span) !d by combining all dead and live loads. risons with required sections: Read Provided 365 in2-Ib E6 .419 in2-Ib xE6 t: 3675 ft-lb 6180 ft-lb 700 lb 1705 lb Olympica ave home �StruCalc Z page stair well header 2nd floor / • an Floor Beam � .ernational Building Code(2015 NDS)] (11.875 IN x 11.0 FT "` ;rollam-iLevel Trus Joist StruCalc Version 10.0.1.6 5/25/2018 12:38:49 AM 4dequate By:6.0% ng Factor:Moment CTIONS Cente LOADING DIAGRAM ad 0.31 IN L/423 oad 0.08 in )ad 0.40 IN L/334 ad Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 'IONS L B ad 2420 lb 2420 lb oad 641 lb 641 lb )ad 3061 lb 3061 lb Length 2.33 in 2.33 in DATA D&n Ler 3ngth 11 ft �d Length-Top 0 ft =d Length-Bottom 0 ft A B uration Factor 1.00 )epth 0.00 IAL PROPERTIES FLOOR LOADING Center crollam-iLevel Trus Joist Floor Live Load FLL= 40 psf Base Values Adiusted Floor Dead Load FDL= 10 psf Floor Tributary Width Side One TW1 = 9 ft Cd=1.00 CF=1.00 I Stress: = psi Fb'= 2604 psi Floor Tributary Width Side Two TW2= 2 ft = tress: Fv= 285 psi Fv'= 285 psi Wall Load WALL 0If Cd=1.00 BEAM LOADING Center of Elasticity: E= 1900 ksi E'= 1900 ksi Reduced Floor Live Load 40 psf L to Grain: Fc--L= 750 psi Fc--L'= 750 psi Total Live Load 440 plf Total Dead Load 110 plf ling Moment: 8417 ft-lb Beam Self Weight 6 plf from left support of span 2(Center Span) Total Load 556 plf d by combining all dead loads and live loads on span(s)2 ling Shear: -3061 lb t support of span 2(Center Span) d by combining all dead loads and live loads on span(s)2 ,isons with required sections: Rea'd Provided Modulus: 38.79 in3 41.13 in3 iear): 16.11 in2 20.78 in2 of Inertia(deflection): 208.02 in4 244.21 in4 8417 ft-lb 8924 ft-lb -3061 lb 3948lb F'�„ I Olympica ave home StruCalr"0 page .- ' is lowerrfloorjoist . • ist � ternational Building Code(2015 NDS)] �1c' d. 7.25 IN x 11.0 FT @ 16 O.0 n-Fir-Dry Use StruCalc Version 10.0.1.6 5/25/2018 12:40:59 AM Adequate By:27.4% ng Factor: Moment ECTIONS Cente LOADING DIAGRAM ,ad 0.18 IN L/739 .oad 0.04 in oad 0.22 IN L/591 ad Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 'IONS A B ad 293 lb 293 lb oad 73 lb 73 lb oad 366 lb 366 lb I Length 0.60 in 0.60 in )T LOADS A B ad 220 plf 220 pif _ — oad 55 plf 55 plf )ad 275 plf 275 plf Q B tIAL PROPERTIES m-Fir Base Values Adjusted JOIST DATA Center 3 Stress: Fb= 850 psi Fb'= 1173 psi Span Length 11 ft 1 Unbraced Length-Top 0 ft 'tress: Fv= 50 ps Cd=1.00 C50 psi Fv' Unbraced Length-Bottom 0 ft = 150 psi Floor sheathing applied to top of joists-top of joists fully braced. Cd=1.00 s of Elasticity: E= 1300 ksi E'= 1300 ksi Sheathing/sheetrock applied to bottom of joists-bottom of joists fully braced.L to Grain: Fc--L= 405 psi Fc---'= 405 psi Floor Duration Factor 1.00 JOIST LOADING Iling Moment: 1008 ft-lb Uniform Floor Loading Center from left support of span 2(Center Span) Live Load LL= 40 psf !d by combining all dead loads and live loads on span(s)2 Dead Load DL= 10 psf Iling Shear: -367 lb Total Load TL= 50 psf t support of span 2(Center Span) TL Ad'. For Joist Spacing wT= 66.7 plf d by combining all dead loads and live loads on span(s)2 risons with required sections: Read Provided Modulus: 10.32 in3 13.14 in3 hear): 3.67 in2 10.88 in2 of Inertia(deflection): 36.85 in4 75.62 in4 1008 ft-lb 1284 ft-lb -367lb 1088lb I Information I Thickness: T= 3/4 in I Is Glued: of Inertia Calculations For Glued Floor: rea: A-joist= 10.88 IN2 ,d Area: A-ply= 2.08 IN2 i Centroid: C= 4 IN ABOVE BASE it of Inertia(deflection): I-comb= 76 IN4 Olympica ave home �StruCalc 9.0 \ page is alternatibve floorjoist o/ ist ternational Building Code(2015 NDS)] AJS 170/11.875- Boise Cascade x 21.0 FT @ 16 O.C. Adequate By:4.5% StruCalc Version 10.0.1.6 5/25/2018 12:47:17 AM ng Factor: Deflection 'C. TIONS en te r LOADING DIAGRAM iad 0.67 IN L/376 .oad 0.17 in oad 0.84 IN L/301 ,ad Deflection Criteria: L/360 Total Load Deflection Criteria: U240 -IONS A B ad 560 lb 560 lb oad 140 lb 140 lb oad 700 lb 700 lb Length 1.75 in 350 in tiffeners No No )RT LOADS A B --, ad 420 plf 420 plf 21 ft- - oad 105 plf 105 plf g Dad 525 plf 525 plf r PROPERTIES 3 AJS 170/11.875-Boise Cascade JOIST DATA Center Base Values Adiusted Span Length 21 ft t Cap: Mcap= 4270 ft-lb Mcap'= 4270 ft-lb Unbraced Length-Top 0 ft Cd= 1.00 Unbraced Length-Bottom 0 ft itress: Vca 1490 lb Vca Floor sheathing applied to top of joists-top of joists fully braced. p 1. p'= 1490 lb Cd= 1.00 Sheathing/sheetrock applied to bottom of joists-bottom of joists fully braced.,n A: Rcap= 988 lb Rcap'= 988 lb Floor Duration Factor 1.00 ,n B: Rcap= 1215 lb Rcap'= 1215 lb JOIST LOADING El = 372 lb-in2 El'= 372 Ib-in2 Uniform Floor Loading Center Live Load LL= 40 psf Iling Moment: 3675 ft-lb Dead Load DL= 10 psf t from left support of span 3(Right Span) Total Load TL= 50 psf ;d by combining all dead and live loads. TL Adj. For Joist Spacing wT= 66.7 plf Iling Shear: 700 lb support of span 2(Center Span) :d by combining all dead and live loads. risons with required sections: Read Provided 356 in2-lb E6 372 in2-lb xE6 t 3675 ft-lb 4270 ft-lb 700 lb 1490lb t �T. i RESIDENTIAL PLAN; PLAN REVIEW Owner Tingley Address 424 S.Olympic Avenue NE. Building Type Single IX Duplex Townhouse Type of Work Existing New X Reviewed By KO. Date 8/8/2018 Design Criteria 301.1 _ Engineered r g=4opiSt" ii Prescriptive 301.2 !Loads:Tables 301.5-301.7 _ Yes :--.No 302.1 Location on Lot: 5 feet/35% maximum Yes No 302.2 Townhouse Separation Yes i i No 302.5.1 Garage Openings: 20-minute door w/closer Yes INor 302.6 Garage Separation I (Yes t,� 11 No Footings and Stem Walls 401.4.1 (Soils:Geotech or Prescriptive 403.1 Footings: (2)#4's continuous Yes No T403.1 Footing Size Yes No 403.1.2 Continuous Footings(D2) Yes No 403.1.3.2 Vertical Reinforcement:#4 @ 4'/hook j (Yes No �.toiE'• 403.1.3.1 Stem Wall: (2)#4's horizontal Yes No _ ►JcTE. 403.1.6.1 Foundation anchors: 1/2 inch @ 6' 'Yes No 403.1.7.1 Clearances from Slopes Yes i No 404 Foundation Walls(see Tables) _ Yes No .1.3.3.7.3 Wall Openings:Verts within 12" ea.Side Yes No 405.1 Foundation Drainage or exception I Yes No 406.1 Damproofing(basement) Yes No .� 407 Columns:4 X 4 and R317 Yes No 408.2 Crawl Vents 1:150 and 3'of corners Yes No �IsTt' 408.3 Unvented Crawl Space, Yes !No 408.4 Crawl Access: 16 x 24 or 18 x 24 Yes No AVM h)&Tt� Architectural 303 Light/Ventilation: 8%and 4% Yes No 303_4 Whole House Fan Yes ,r/ No I IUdT[r 303.3 Bathrooms: 3%or 50cfm Yes _ No 303.7 Stairway Illumination Yes __ No �IoT'G 304.1 Habitable Rooms:70sf min. Yes No a 305.1 Ceiling Height:7 feet min. Yes No 307.1 Plumbing Fixture Clearance Yes _� No 308.4 Safety Glazing: Hazardous Locations Yes No Life Safety 310.2.1 Emergency Rescue Windows: 5sf/5.7sf Yes A-' No 310.2.2 Window Sill Height: Max.44" _ 310.2.3 Window Wells Yes No Life Safety Continued I 311.2 Doors: 3 feet min. @ 6'-8" Yes No 311.3 !!Landings: 3'X 3' min. Yes I No 311.4 Vertical Egress Yes No 311.5.1 Landing Attachment Yes No 311.6 Hallway Width 3 feet min. Yes No 311.7.1 ,Stairway Width 3 feet min. Yes `' No 311.7.2 Headroom 6'-8" min. Yes ,� No i 311.7.5.1 Stairs: 7 3/4" Max/10" Min. Yes lip No 311.7.8 Handrail Profile Yes No 311.7.8 Handrails-4 plus risers Yes 1 v No 311.8 Ramps , Yes No 312.1.1 Guards-31 plus inches Yes No 312.1.2 Guard Height-36-inches min. Yes _ No 314_ Smoke Detection Yes L No 314.3-#4 SD: 3'outside of Bathroom Yes �� No 315 CO Detection Yes No 316 Foam Plastic Yes No !� 320&321 Adult Home/Day Cares Yes No •I Floor Systems 502.3 Allowable Joist Spans o TJ s Yes No 502.10 Headers/Openings Yes _ No 502.11 Trusse r Rafter/Joist' Yes No 502.12 Draftstopping: 1,OOOsf max. Yes No 504 Pressure Treated Wood Yes No 506 Concrete Floors: 3.5 inches min. Yes No 507.2.1 Deck Ledger Connection Yes No 507.2.3(1) Deck Lateral Load Connection or Engineered Yes No Wall Systems 602.3 Wood Wall Framing and Plates Yes Y No 602.3.1 Fastener Schedules(2, 3,4, 5) Yes No 602.9 Cripple Walls:Less-than 14" or 4' Yes !/ No 602.10 Wall Bracing:''Engineered r Prescriptive Yes /� No 602.10.4.1 Alternate Braced Wall Panel Yes No 602.10.11 Cripple Wall Bracing Yes No 602.11.2 Stepped Foundations Yes No 607 Glass Unit Masonry Yes j/ No 609 Exterior Windows/Doors Yes No 702 Veneer Yes No 702.1 Interior Wall Covering' Yes // No 703 Exterior Wall Coverings(WAC) Yes No 703.8 Stone/Masonry Veneer Yes No !/ Roof/Ceiling 801.3 Roof Drainage (SD-14) Yes _ v-' I No b - CxT- 802.3 Ridge Beams:<3:12 pitch Yes No 802.4 Ceiling Joist Span:Truss or Platform Yes r�~ No 802.5 Rafter Spans:Truss or Platform Yes y' No 802.11 Roof Tie-Downs(48" o.c.) Yes No 803 Roof Sheathing Yes No 806.2 Roof Ventilation: 1/150 high and low !Yes No 807.1 Attic Access: 22" X 30" Yes No 905.2.7 Underlayment _ IYes No Mechanical Systems Chapter 10 _Chimney and Fireplaces Yes / No 1305.1 Equipment Access: 30"X 30" Yes ✓ No 1305.1.3 Appliances in Attics Yes No 1305.1.4.1 Ground Clearnaces: 3"Concrete Slab Yes No 1307.2 Anchorgae of Appliances Yes No 1307.3 Elevation of Ignition Source Yes jNo 1307.3.1 Protection from Impact Yes jNo Chapter 14 Specific Appliances Yes No 1401.3 Equipment Sizing:WSEC Yes _I No 1502 Clothes Dryer Exhaust: 25' or M.I. Yes No 1502.4.5 Length Identification Yes No Chapter 18 Chimneys and Vents _ Yes No Chapter 24 Fuel Gas and Piping Yes i No Plumbing-IPC WSEC and Lighting:See Energy Code Plan Review Prescriptive Energy Code Compli,--Fe for All Climate Zones in Washington "rojr=ct mformation Contact Information T-wo 5 f-6 r-Y Re V rlcc r LO f fo III e- let, N fc 5P1 r44 S. D t E-1 ZC' S •Z > h4 - /'.c i, 7'�, y _3c --/l gs This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure,the appropriate number of additional credits are checked as chosen by the permit applicant. .- 1. Authorized Representative Date All Climate Zones R-Valuea " U-Factora Fenestration U-Factorb n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCb.e n/a n/a Ceilingk 491 0.026 Wood Frame WaIIO,M." 21 int 0.056 Mass Wall R-Value' 21/21h 0.056 Floor 309 0.029 Below Grade Wall°`" 10/15/21 int+TB 0.042 ql 1 ,3 q Slabd R-Value& Depth 10, 2 ft n/a *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2 Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 1.Small Dwelling Unit: 1.5 credits ❑ Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are greater than 500 square feet of heated floor area but less than 1500 square feet. 2. Medium Dwelling Unit: 3.5 credits All dwelling units that are not included in#1 or#3. Exception: Dwelling units serving R-2 occupancies shall require 2.5 credits. ❑3. Large Dwelling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area. .14. Additions less than 500 square feet: .5 credits Table R406.2 Summary Option Description Credit(s) la Efficient Building Envelope 1 a 0.5 ❑ lb Efficient Building Envelope 1 b 1.0 1 c Efficient Building Envelope 1 c 2.0 [1 ld Efficient Building Envelope ld 0.5 ❑ 2a Air Leakage Control and Efficient Ventilation 2a 0.5 ❑ 2b Air Leakage Control and Efficient Ventilation 2b 1.0 2c Air Leakage Control and Efficient Ventilation 2c 1.5 ❑ 3a High Efficiency HVAC 3a 1.0 Iff- 3b High Efficiency HVAC 3b 1.0 ❑ 3c High Efficiency HVAC 3c 1.5 ❑ 3d High Efficiency HVAC 3d 1.0 ❑ 4 High Efficiency HVAC Distribution System 1.0 ❑ 5a Efficient Water Heating 5a 0.5 5b Efficient Water Heating 5b 1.0 ❑ 5c Efficient Water Heating 5c 1.5 ❑ e? 5d Efficient Water Heating 5d 0.5 '7 6 Renewable Electric Energy 0.5 *1200 kwh r 0.0 Total Credits 0.00 *Please refer to Table R406.2 for complete option descriptions 11� .A P r 1 r rl �_ i Table R402.1.1 Footnotes ,—i P� For il: 1 foot.=304.8 mm,ci .=con. .sous insulation, int .=intermediate framii.o.' a R-values are minimums. U-factors and SHGC are maximums.When insulation is installed in a cavity which is less than the label or design thickness of the insulation,the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration. "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall,or R-15 on the continuous insulation on the interior of the wall,or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall."10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors.See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Reserved. g Reserved. h Reserved. 'The second R-value applies when more than half the insulation is on the interior of the mass wall. Reserved. k For single rafter-or joist-vaulted ceilings,the insulation may be reduced to R-38. Reserved. m Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Table R402.1.3 Footnote a Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. Table 406.2 Energy Credits 2015 Code OPTION _ DESCRIPTION CREDITS) Estimated Cost lb EFFICIENT BUILDING ENVELOPE lb: 1.0 Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U —0.25 Wall R-21 plus R-4 Floor R-38 Basement wall R-21 int plus R-5 ci Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total UA by 15%. 2b AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2b: 1.0 Compliance based on Section R402.4.1.2: Reduce the tested air leakage to 2.0 air changes per hour maximum and All whole house ventilation requirements as determined by Section M 1507.3 of the International Residential Code shall be met with a heat recovery ventilation system with minimum sensible heat recovery efficiency of 0.70. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the heat recovery ventilation s stem. 3a HIGH EFFICIENCY HVAC EQUIPMENT 3a: 1.0 Gas,propane or oil-fired furnace with minimum AFUE of 94%,or Gas,propane or oiled-fired boiler with minimum AFUE of 92% To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 5a EFFICIENT WATER HEATING 5a: 0.5 All showerhead and kitchen sink faucets installed in the house shall be rated at 1.75 GPM or less.All other lavatory faucets shall be rated at 1.0 GPM or less.` To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the maximum flow rates for all showerheads,kitchen sink faucets,and other lavatory faucets. Parcel ID#00411701200500 Proposed new address for lot 6—420 S Olympic 401 CU88 T 41D S OLYMPIC AVE 202 JACKSONST Ab 40 r J& UNKNONM UNiCNOVYN 417 S COBB ST S OLYMPIII N' ' - �sAVE �; �_ City of;lrlin,kKon azn S COBB ST F0 - - r 424 S OLYMPI AV " I J • � � IN - ;,� _ 1 25 S I r 429 S COBB 430 S OLD MPIC Ina .IS ANn ' "`-- Permit#: 2020 Permit Date: 06/21/18 Permit Type: RESIDENTIAL SINGLE FAMILY Project Name: Tingley Applicant Name: Mel Tingley Applicant Address: 10320 SR 530 NE Applicant, City, State, Zip: Arlington,WA 98223 Contact: Mel Tingley Phone: 425-330-1695 Email: melt50@netzero.net Scope of Work: SFR Valuation: 251000.00 Square Feet: 2368 Number of Stories: 2 Construction Type: Occupancy Group: ID Code: Permit Issued: 08/27/2018 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 00411701200601 420 S.OLYMPIC AVE Melvin Tingley Contractors Contractor Primary Contact Phone Address Contractor Type License License Mel Tingley Mel Tingley 425-330-1695 420 S Olympic OWNER Avenue Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 07/18/2019 R20.SFR/DUPLEX AM 07/18/2019 BUILDING Completed FINAL Curb/Gutter/Sidewalk PM 05/01/2019 R20.SFR/DUPLEX Minor Repairs-then OK to 05/01/2019 BUILDING Approved FINAL cover.Re-Inspection approved 5/7/19 04/18/2019 C09.FRAMING Tingley SFR 04/18/2019 BUILDING Completed See notes on Inspection card 04/18/2019 R09.GAS PIPING Tingley SFR 04/18/2019 BUILDING Approved ROUGH-IN R15. 04/18/2019 MECHANICAL Tingly SFR 04/18/2019 BUILDING Approved FINAL 03/21/2019 C04.PLUMBING Inspected by Frank K.from 03/21/2019 BUILDING Approved GROUNDWORK Safebuilt 10/18/2018 R20.SFR/DUPLEX BUILDING Completed FINAL Plan Reviews Date Review Type Description Assigned To Review Status 07/02/2018 RESIDENTIAL SINGLE See Red-Lined Drawings BUILDING FAMILY Fees Fee Description Notes Amount Building Plan Review Table 4-2 $1,728.68 Building Permit Table 4-1 $2,659.51 Forced Air Heat fee per Btu $25.00 Mechanical Base Permit Fee $25.00 Park-Community SF Single Family $1,662.00 Park-Mini SF Single Family $484.00 Plumbing Base Permit Fee $25.00 Mechanical Commercial Permit Table 4-7;Per Unit 14@$12 $168.00 Processing/Technology $25.00 State Surcharge- 1st DU Residential- 1st Unit $6.50 Traffic Mitigation-SF Single Family $3,355.00 Water Heater(Tank) $25.00 Total $10,188.69 Attached Letters Date Letter Description 08/21/2018 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 06/21/2018 Mel Tingley 70521304 cc $1,728.68 08/27/2018 Mel Tingley 71462099 cc Launa Black $8,460.01 Outstanding Balance $0.00 Notes Date Note Created By: 07/02/2018 Address needs to be assigned. Kristin Foster Uploaded Files Date File Name 09/23/2021 9748567-2020 IC 5.1.2019 Insulation.pdf 09/23/2021 9748568-2020 IC 7.18.2019 curb.gutter.sidewalk.pdf 09/23/2021 9748569-2020 IC 4.18.19 rough plumbing..pdf 09/23/2021 9748570-2020 IC 4.18.2019 Framing,pdf 09/23/2021 9748571-2020 IC 4.18.2020 rough mechanical.pdf 01/03/2020 6051516-2020 10-7-19 IC.pdf 01/03/2020 6051517-2020 10-14-19IC.pdf 11/19/2018 4205779-2020 11-16-18Inspection Card.pdf 08/27/2018 3870030-2020 Issued Permit.pdf 07/02/2018 3674088-2020 Application.pdf Date: 03/23/2026 Permit#: 2020 Permit Date: 06/21/2018 Review Date: 07/02/2018 Permit Type: RESIDENTIAL SINGLE FAMILY Review Type: RESIDENTIAL SINGLE FAMILY Target Date: 07/16/2018 Scheduled Time: 00:00 Completed Date: 08/10/2018 Description: See Red-Lined Drawings Review Status: Assigned To: BUILDING Time In: 00:00 Time Out: 00:00 Hours: 0.0 Property Information Parcel#: 00411701200601 Melvin Tingley Melvin Tingley 13611 168th St NE 420 S. 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