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HomeMy WebLinkAbout710 HAZEL ST_BLD1319_2026 (3) RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development � ING`t� 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 BYTWO(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: 710 Hazel Street Plat: ❑ Single-family ❑ Duplex ❑ Townhouse W1 Addition ❑ Accessory structure Proposed Area: 1"` Floor: 58 2"� Floor: 484 Garage: Total SF: Describe Proposal (include cross street): Second floor addition above existing garage and expansion of main floor entry Valuation: 50,000 Owner: Gordon & Cathy Callan 710 Hazel Street Arlington WA 98223 Address: City: State: Zip Code: Phone: Email: catlou@frontier.com Applicant: Gonzales Design Partners, Ruth Gonzales, Architect P.O. Box 97 Arlington WA 98223 Address: City: State: Zip Code: Phone: 425-344-9942 Email: GonzalesDesignpartnres@hotmail.com to be determined Contractor: Address: City: State: Zip Code: Phone: Email: Contact Person: 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 Plumbing Section (continue filling out K plumbing is involved) (Check all that apply and indicate the number of fixtures proposed) ❑ Bath/Shower Combo (4.0) x ❑ Sink (1.5) x ❑ Shower (2.0) x [El Lavatory (1.0) x 1 ❑ Clothes Washer (4.0) x I21 Water Closet (2.5) x 1 ❑ Dishwasher (1.5) x ❑ Water Heater x ❑ Hose Bibb (2.5) x Water Heater Model # ❑ Other (list) x Plumbing Section Continued match existing match existing Proposed Water Piping Size: Proposed DWV Material: Proposed Piping Material: match existing Proposed DWV Size: match existing • 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 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 # existing AFUE ❑ Heat Pump Model # SEER HSPE ❑ AC Unit Model # SEER ❑ Type II Hood ❑ Commercial Cooking Appliance ❑ Hydronic Piping ❑ Boiler ❑ Solid-Fuel Appliance ❑ PV System ❑ Fireplace Insert ❑ Outdoor BBQ ❑ 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 Applicant Signature: Date: 02/06/2017 Print Applicants Name: Ruth E. Gonzales 6/16LP Page 3 of 3 CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:710 Hazel Street Permit#:1319 Parcel#:00560500001202 Valuation:50000.00 OWNER APPLICANT CONTRACTOR Name:CALLAN GORDON E&CATHY Name:Gonzales Design Partners Name:Pacifica General,LLC Address: 1811 LAKEWOOD RD Address:PO Box 97 Address:P.O.Box 1123 City,State Zip:ARLINGTON,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:Everett,WA 98206 Phone: Phone:425-344-9942 Phone:425-348-1522 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Residential Addition CODE YEAR: 2015 STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: 1 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 INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCgIANCY 14AS BEEN GRANTED. IBC110/IRC110. SALES TAX No 'ttE:Sales t Iptigg'to con ts�ruction and construction materials in the City of Arlin ust be reported on your sales tax return form and coded City.9 Arlington - AJI �_ '7•,y( -I Z�� i 4 Signat4rc--— Print Name D• c c eased By Date CONDITIONS See red lined drawings. Adhere to approved plans. 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 5/12/2017 Building Permit Fee $911.78 5/12/2017 Building Plan Review Fee $592.66 5/12/2017 Processing/Technology Fee $25.00 5/12/2017 State Building Code Surcharge Fee $4.50 Total Due: $1,533.94 Total Payment: $1,533.94 Balance Due: $0.00 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 MAIN FLOOR PLAN NOTES 1 ALL BEAMS AND HEADERS SHALL BE 4 x 10(UNO) - 2 SOLID BLOCK OVER ALL SUPPORTS. 3 EXTERIOR WALL FRAMING SHALL BE 2 x 8 @16"o.c.(UNO). - 4 INTERIOR BEARING WALL FRAMING SHALL BE 2 x 6 @ 16"o.c.(UNO) '�. 8 SUPPORT ALL BEAMS WITH POSTS OF EQUAL WIDTH(UNO). - 6 ALL FRAMING HARDWARE TO BE SIMPSON.PROVIDE ALL MANUFACTURE RECOMMENDED FASTENERS. - - ALL CONNECTIONS TO PRESSURE TREATED MATERIALS SHALL BE HOT DIPPED GALVANIZED. 7 FIRE BLOCK ALL PLUMBING PENETRATIONS,FIRE BLOCK a 10'-0"INTERVALS,VERTICALLY IN WALLS. 8 VERIFY AND/OR PROVIDE 110-VOLT INTERCONNECTED HARDWIRED SMOKE DETECTORS(SD)WITH - • _. - BATTERY BACK UP,LOCATED AT BEDROOMS AND UNDER STAIRS.SEE PLAN. 8 PROVIDE 110•VOLT INTERCONNECTED HARDWIRED COMBINATION CARBON MONOXIDE I SMOKE DETECTORS(SD)WITH BATTERY BACK UP,CENTRALLY LOCATED AT MAIN FLOOR.SEE PLAN. III 10 MAINTAIN OUTSIDE AIR TO ALL GAS APPLIANCE LOCATIONS.VENT MECHANICAL EQUIPMENT TO ( EXTERIOR ! I 11 PROVIDE+8"HANDRAIL AT STAIRS WITH 2"MAX.DIM. 12 PROVIDE R-30 DENSE BATT INSULATION WITH VAPOR BARRIER AT MAIN FLOOR I GARAGE CEILING. G� 13 PROVIDE ONE LAYER 5/8"TYPE'X'GYPBOARD,FIRE TAPED AND PAINTED,AT WALL SEPERATION BETWEEN LIVING SPACE AND STAIRS,STRUCTURAL FRAMING,WALLS,AND AT CEILING OF GARAGE. 14 PROVIDE 20 MINUTE FIRE RATED DOOR AT UNDERSIDE OF STAIRS.DOOR SHALL BE 3/8"THK MIN W/ SELF-CLOSING HINGES&SMOKE SEAL @ PERIMETER. 16 MAINTAIN EXHAUST FAN AT KITCHEN,LAUNDRY,AND MS,VENT TO EXTERIOR. PROVIDE L INSULATION, 78 EXTERIOR WALLS OF LIVING SPACE+((R 2E DENSEIVE BATT)E 8 DENSE BATT ODE REQUIREMENTS, T ROONF/CEILING AND R-30 AT _ -_____ ------- -__ -. 3 C�•�"YSP FLOOR. 17 PROVIDE SOUND INSULATION AT PERIMETERS OF ALL INTERIOR ROOMS AND FLOORICEILING. • 18 PROVIDE+36"HANDRAIL AT INTERIOR STAIRS WITH 2"MAX.DIM. ^ 78 PROVIDE+36"GUARDRAIL WITH OPENINGS LESS THAN 4"IN SIZE or+8"FRAMED HALF WALL AT _ I- --- - - -� = -- ----J- __-i� ` O AREAS+30"ABOVE ADJACENT FLOOR LEVEL OR GRADE.(INT.OR EXTR.GUARD RAIL LOCATIONS). UPPER FLOOR PLAN NOTES 1. ALL BEAMS AND HEADERS SHALL BE 4 x 8(UNO) 2. UPPER ROOF FRAMING SHALL BE 3. UPPER FLOOR TO BE 14'JI 230 118Co.c.R TRUSSESED �WIITHBLOCKIN -0 G@8' o PLAN. .� X I[�f _ - - , - _ 4. PROVIDE'/."T&G PLYWOOD OVER FLOOR FRAMING,GLUE AND SCREW - • " 5. SOLID BLOCK OVER ALL SUPPORTS. - 'A '(P 6. EXTERIOR WALL FRAMING SHALL BE 2 x 6 @I V'o.c.(UNO) I,,, iJ - .. _ __ __•{_ I�•, /LI X }•, 7. PLUMBING WALL FRAMING SHALL BE 2 x 6 @ 16"c.c.(UNO) INTERIOR WALL FRAMING SHALL BE 2 x 4 16"o.c.(UNO) 9. SUPPORT ALL BEAMS WITH POSTS OF EQUAL WIDTH(UNO). 10.ALL FRAMING HARDWARE TO BE SIMPSON.PROVIDE ALL MANUFACTURE RECOMMENDED FASTENERS. ALL CONNECTIONS TO PRESSURE TREATED MATERIALS SHALL BE HOT DIPPED GALVANIZED. I I �e mil. ' ,yL. 11.FIRE BLOCK ALL PLUMBING PENETRATIONS.FIRE BLOCK 10'-0"INTERVALS,VERTICALLY IN WALLS. EXHAUST12.VENT N TO EXTERIOR.PROVIDE EXHAUST FAN AT BATHROOM. I� - - V's 13.PROVIDE 10-VOLT HARD R N HARDWIRED COMBINATION CARBON MONOXIDE I SMOKE �1� 9j p DETECTORS(SD)WITH BATTERY BACK UP,CENTRALLY LOCATED AT UPPER FLOOR.SEE PLAN. 14.PROVIDE GENERAL INSULATION,PER PRESCRIPTIVE ENERGY CODE REQUIREMENTS,AT WARM WALLS �9 mi T_ AND EXTERIOR WALLS OF LIVING 15.PROVIDE SOUND INSULATION AT PERIMETERS OF ALL INTERIOR ROOMS. " - '*-!- - 16.PROVIDE+36"HANDRAIL AT INTERIOR STAIRS WITH 2"MAX.DIM.(INTERIOR OR EXTERIOR STAIR RAIL �y. ` - Ics.� I ii I I ilc�-pal li I I G5-Wsp 1YI�'XI t1�(ppx�-v O�i rrJ - LOCATION 17 PROVIDE+36"FRAMED HALF WALL. GENERAL NOTE$ _ ----_ t v� I _ 1. ALL JOISTS,RAFTERS,STUDS,BLOCKING AND BRACING SHALL BE HEM-FIR#2 OR BETTER Fv=75 si Fb psi,E=1300000 UNLESS P 60 P : Psi. NOTED OTHERWISE. - GfJ-WDP Y4,� 5�46 CN`- -- 2. ALL SAWN BEAMS,HEADERS,POSTS,LINTELS,AND GIRDERS,4"NOMINAL,SHALL BE DOUGLAS FIR C a - LARCH#2 OR BETTER Fv=95 psi,Fb=875 psi,e=1600000 psi:6"NOM,SHALL BE DOUGLAS FIR-LARCH - #1 13 BETTER Fv a 85 N Fb=875 psi, E-1300000psi.UNLESS NOTED OTHERWISE ON PLAN. 3 =24GG psi EALL GLUED-LAMINATED500 TIMBER SHALL BE KILN DRIED DOUGLAS FIR 24 F-V4 OR BETTOR,Pv.In psi,Fb I PERSCRIPTIVE RESIDENTIAL ENERGY CODE PLAN GENERAL 140TES Mll _ 1 ► - - 1 i. CONSTRUCTION SHALL COMPLY WITH 2015 WASHINGTON STATE ENERGY CODE. } +. 2. CLIMATE ZONE 1 WITH HEATING BY PROPANE FORCED AIR. - 3. PROVIDE GENERAL INSULATION,PER PRESCRIPTIVE ENERGY CODE REQUIREMENTS,AT WARM � _ WALLS,EXTERIOR WALLS OF LIVING SPACE AND FLOOR/BASEMENT CEILING. t'.i1✓�I 4. PROVIDE SOUND INSULATION AT PERIMETERS OF ALL INTERIOR ROOMS. • - - - - S. PROVIDE OUTSIDE AIR AT GAS APPLIANCE LOCATIONS. 8. PROVIDE INLINE TANKLESS WATER HEATER(owner option)OR TANK WATER HEATER WITH SIESMIC - BRACING ANCHORS&PRESSURE RELIEF VALVE WITH RELEASE TO EXTERIOR,PRESSURE TANK AND OVERFLOW PAN WI DRAIN TO EXTERIOR,HEATING ELEMENTS TO BE LOCATED+18"AFF,INSTALL AN - INCOMPRESSABLE R-10 INSULATION PAD UNDER WATER HEATER IF ELECTRIC AND LOCATED IN AN - - - UNCONDITIONED SPACE.WRAP WATER HEATER W/INSULATION BLANKET. " - 7. INSULATE WATER LINES IN UNHEATED AREAS. - - - - S. VENT EXHAUST FAH WATER HEATER,DRYER AND FURNACE TO EXTERIOR. • - - 9. PROVIDE AND INSTALL 4"THK REINFORCED CONCRETE SLAB OVER 6 MIL BLACK VAPOR BARRIER _ WITH 12"LAP AT SEAMS OVER 2"SAND AND 4"COMPACTED GRAVEL.PROVIDE 2"RIGID INSULATION AT HEATED SPACE. 10. HEAT DUCTS SHALL BE INSULATED USING R-8 INSULATION AND EXHAUST DUCTS SHALL BE INSULATED TO R-4. e - ✓ --- 11.EXTERIOR DOORS SHALL BE WEATHER STRIPPED,ENTIRE PERIMETER. -"--_ -:_ - I. • 12.PROVIDE WIND BAFFLES AT ROOF/CEILING INTERSECTION,MAINTAIN V AIRSPACE. _. .: - 13.INSULATION SHALL BE INSTALLED BEHIND PARTITIONS,IN CORNERS AND FITTED AROUND WIRING AND PLUMBING. ----"- - - IS.SEAL PERIMETER OF OPENINGS AROUND INTERIOR PLUMBING PIPES IN EXTERIOR WALLS. 16.INSTALL SHOWERS AND LAVATORIES WITH 3 gpm FLOW LIMITERS. - -" - '-` - - - --- 17.FRESH AIR SHALL BE SUPPLIED BY WALL OR WINDOW VENT PORTS IN EACH BEDROOM,KITCHEN, LIVING ROOM AND OTHER HABITABLE SPACES. 18.PROVIDE AND INSTALL A SINGLE WHOLE HOUSE FAN THAT IS CONTROLLED BY A TIMER SET TO " OPERATE MINIMUM OF 8 HOURS PER DAY. /` - • -. {y� 1 INTERIORDOORS SHALL BE UNDER CUT TO ALLOW ADEQUATE AIR MOVEMENT. PART ONE:0 20.WHOLE HOUSE VENTILATION:USE OPTION"A".FRESH AIR SHALL BE CIRCULATED UTILIZING THE FORCED k• - - _ -- --- - - AIR FURNACE IN CONJUNCTION WITH A WHOLE HOUSE FAN THE FURNACE SYSTEM SHALL C CO INCLUDE A FOR A TOTAL OF 8 HOURS PER 24 OUR PERIOD. � --- i --- '� �% _ --- _� __-_ _:"- - � - FRESH AIR INTAKE DUCT AND BLOWER.THE BLOWER SHALL BE ACTIVATED BY A TIMER TO CIRCULATE AIR 21.THE WHOLE HOUSE EXHAUST FAN SHALL BE INSTALLED AND CONTROLED VIA TIMER SET TO OPERATE A - MIN.OF 8 HOURS IN A 24 HOUR PERIOD.THE FAN SIZE SHALL BE RATED AT 180CFM FOR A TWO BEDROOM ------ -- --.-._-______ - ----- 22.PROVIDE EXHAUST FAN AT LAUNDRY AND BATHROOMS,VENT TO.EXTERIOR. 23.KITCHEN EXHAUST FAN SHALL BE USED AS WHOLE HOUSE FAN.PROVIDE AND INSTALL 180 CFM FAN PER 3, BEDROOM OPTION"A". - }- PART TWO: Q{ - INSULATION AND WINDOWS UTILIZE WALLS-OPTION x 8 CONSTRUCTION 6 1 GLAZING- 23%FLOOR AREA I - I U-FACTOR- U-.32,DOUBLE PANE LOW-E ARGON - : CEILINGS- R-49 BATT IN INSULATION ALLOWED-USE R-38 DENSE BATT INSUL.W/ADV. WALLS- R-21 BATT INSULATION ALLOWED- USE R-21 DENSE BATT(R-10 @ Headers) - FLOORS- R-30 BATT INSULATION ALLOWED @ FRAMED FLOORS- USE R40 BATT NSUL ADDITION FOR: .,' THE CALLAN FAMILY L_ an - I _ 710 HAZEL STREET - ARLINGTON, WASHINGTON • arm loop L04/415/2018 �� ADDITION FoLOWATION%MMAIN FLOOR FRAWNO PLAN NOTES$ _ 1. ALL BEAMS TO BE 010 UNLESS NOTED OTHERWISE.(UNO) - - 2. EXTERIOR&INTERIOR BEARING WALL FRAMING SHALL BE 2 x 6 @ 16"o.c.(UNO) 3. INTERIOR NON-BEARING WALL FRAMING SHALL BE 2 x 4 @ 16"o.c.(UNO) e 4. SOLID,BLOCK OVER ALL SUPPORTS. S. ALL WOOD POSTS TO BE 4 x 4 or 6 x 6(6x8 @ BEAM BUTT JOINTS)SUPPORT ALL BEAMS WITH POSTS OF • EQUAL WIDTH(UNO). ^fir 9. PERIMETER FOOTINGS SHALL BE 16"WIDE(LINO)X 8"THICK WITH#4 BARS AT 6"o.c.CONT.HORIZ.AND I -#4 BARS.AT 18"o.c.VERT.WITH 6"THK CONCRETE FOUNDATION WALL,REBAR PER DETAIL.EXTERIOR WALL FRAMING SHALL BE 2 x 6 @ 16"o.c.ON PRESSURE TREATED SILL BOLTED TO FOUNDATION WALL • _ .. - WITH 1/2"dia.ANCHOR BOLTS W/7"IMBED @ 48"O.C.&WITHIN 12"BUT LESS THAN 4"FROM CORNERS AND END OF PLATE.PROVIDE 3"x 3"x 114"SQUARE WASHERS AT EACH BOLT.PROVIDE ALL MANUFACTURE RECOMMENDED FASTENERS.ALL CONNECTIONS TO PRESSURE TREATED MATERIALS SHALL BE HOT DIPPED GALVANIZED.SEE RETAINING WALL DETAIL FOR WALLS OVER W-O"IN HEIGHT T. MAIN FLOOR FRAMING TO BE 2 x 10'S @ 16"o.c.,&HANG FROM BEAMS W/SIMPSON HANGERS,BLOCK PER MANUFACTURER. 9. PROVIDE%"T&G PLYWOOD OVER FLOOR FRAMING,GLUE AND SCREW. 9. FLOOR FRAMING TO BE IN PLACE PRIOR TO BACK FILLING. 1p. 16.PROVIDE 4"PERFORATED FOOTING DRAIN WRAPPED IN FILTER FABRIC AND PLACED IN FREE 1 DRAINING GRAVEL. • - - it.FIRE BLOCK @ 10'-0"INTERVALS VERTICALLY IN WALLS. 12.PROVIDE 1/2"AIRSPACE BETWEEN CONCRETE&NON-PREASURE TREATED WOOD. 13.PROVIDE SPLASH BLOCKS AT DOWNSPOUTS,SEE ROOF FRAMING PLAN FOR DOWNSPOUT Ge�f'flalpCJ liLdelillil�j a/f-rr+ LOCATIONS. _ 14.ALL FOOTINGS TO BE 18"MINIMUM BELOW FINISH GRADE AND TO BEAR ON UNDISTURBED SOIL.STEP ` --� Q - •-- .,,. FOOTING AS SITE REQUIRES. %WOOD POST W/SIMPSON CB44 or CB66(UNO)ON 18"x 18"x 12"THK CONCRETE FOOTING WITH#4 - _ BARS @ 6"o.c.EACH WAY. 16.PROVIDE 8"x 14"SCREENED FOUNDATION VENTS.lsf OF VENT NET FREE AREA FOR EACH 150 sf OF 'Z CRAWL SPACE AREA MAINTAIN EXISTING VENTING OR RELOCATE AS NEEDED. 80 st x 1I150-,53sf g 76.32 s in)-2111112=0.85 PROVIDE 1 NEW VENT AT ADDITION. 1 17.PROVIDE CRAWL SPACE ACCESS AT EXTERIOR MINIMUM 18"x 24"W/INSULATION&WEATHER SEAL AT PERIMETER.MAINTAIN ACCESS THRU OUT ENTIRE CRAWL SPACE. 10 18.ALL FRAMING HARDWARE TO BE SIMPSON.PROVIDE ALL MANUFACTURE RECOMMENDED FASTENERS. ALL CONNECTIONS TO PRESSURE TREATED MATERIALS SHALL BE HOT DIPPED GALVANIZED. . t IUt 19.WATER PROF EXTERIOR SIDE OF FOUNDATION WALL CONTINOUS OVER FOOTING.PROVIDE GRAVEL _ BACK FILL AT FULL HEIGHT CONCRETE WALL PER DETAIL _- - GENERAL NOTES 1. ALL JOISTS,RAFTERS,STUDS,BLOCKING AND BRACING SHALL BE HEM-FIR#2 OR BETTER 1- Fv=75psi,Fb=$50 psi,E=1300000 psi.UNLESS NOTED OTHERWISE. C2 2. ALL SAWN BEAMS,HEADERS,POSTS,LINTELS,AND GIRDERS,4"NOMINAL,SHALL BE DOUGLAS FIR- - _--- _ _ -- LARCH#2 OR BETTER Fv=95 psi,Fb=875 psi,e=1600000 psi;6"NOM,SHALL BE DOUGLAS FIR-LARCH -. - ._.._.__ _ #1 OR BETTER Fv=85 psi,Fb P875 psi, \_ E=1300000psi UNLESS NOTED OTHERWISE ON PLAN. 4(p1-IdT��I� x S - ' D� ,... HO I-.I::,*1_4 f/i Z &j .t{` -- ILl 3. ALL GILUED4AMINATED TIMBER SHALL BE KILN DRIED DOLMMAR24 F-V40RWnER Ii jis s M- '- L �'I 1D D'' ,�1Sd T� L. I '2400 W E=16QD000 psi. 01- - DC� J }. NCE ELEVATION NOTES p - - •_ Q I,B I - - T Y 1. ALL EXTERIOR WALLS TO HAVE 1 x HORIZONTAL SIDING,TO MATCH EXISTNG AND AS SHOWN ON Q} -J3 I - •. - - - ELEVATIONS.PROVIDE WOOD TRIM AS SHOWN ON ELEVATIONS. - 2. PROVIDE CONTINUOUS METAL GUTTERS ON 2 x CEDAR FASCIA. \Q 3. ROOFING MATERIAL TO MATCH EXISTING-:RESIDENCE MATERIAL AND COLOR.PROVIDE ZINC STRIP& N _ _ _ - _ 0� 4 Qr•. CONTINUOUS SCREENED RIDGE VENT �V 4. TRIM ALL WINDOWS AND DOORS WITH 2 x WOOD WITH PRE-FINISHED METAL DRIP-FLASHING.CAULK I : _ ENTIRE PERIMETER.(LINO). X 5. THE INTENT IS TO MATCH AND TIE INTO THE EXISTING RESIDENCE AND MATERIALS. N 4u is - UPPER FLOOR FRAMING PLAN NOTES "4' O2 Q 0� _ 1. ALL BEAMS TO BE 4x10 UNLESS NOTED OTHERWISE.(UNO) I (� - � D Gad ' `��1^'}Il^I � 2. UPPER FLOR FRAMING TO BE 14"TJ1230 @ 16"o.c.,WITH BLOCKING @ 8'-0°o.c. ✓�(O 11 -+*r 3. PROVIDE%"T&G PLYWOOD OVER FLOOR FRAMING,GLUE AND SCREW. 1�'�� �wr-y4. EXTERIOR 8 INTERIOR BEARING WALL FRAMING SHALL BE 2 x 8 @ 16"o.a(LINO) " �4XC S. INTERIOR PLUMBING WALL FRAMING SHALL BE 2 x 6 @ 16"o.c.(UNO) 6. INTERIOR NON-BEARING WALL FRAMING SHALL BE 2 x 4 @ 16"o.c.(UNO) 'f� r I�yp<I"1 j�IL•( 7. SOLID BLOCK OVER ALL SUPPORTS. � 8. ALL WOOD POSTS TO BE 4 x 4 or 6 x 6(6x8 @ BEAM BUTT JOINTS)SUPPORT ALL BEAMS WITH POSTS OF 1 I -� -- - ,1I I D All i__.__.�I _ EQUAL WIDTH(LINO). T 9. FIRE BLOCK @ 10'-0"INTERVALS VERTICALLY IN WALLS. - 10.PROVIDE 1/2"AIRSPACE BETWEEN CONCRETE&NON-PREASURE TREATED WOOD. - 11,ALL FRAMING HARDWARE TO BE SIMPSON.PROVIDE ALL MANUFACTURE RECOMMENDED FASTENERS. • _ ALL CONNECTIONS TO PRESSURE TREATED MATERIALS SHALL BE HOT DIPPED GALVANIZED. ROOF FRAMING PLAN 1. ALL BEAMS AND HEADERS TO BE 4x10(UNO). - - - 2. SOLID BLOCK OVER SUPPORTS, 3. PORCH ROOF FRAMING AREAS SHALL BE 2 x 6 RAFTERS @ 24"o.c.,SEE PLAN FOR LOCATION i - - 4. PROVIDE PRE-MANUFACTURED ENGINEERED TRUSSES @ 24"o.c.&PROVIDE SIMPSON HARDWARE AS ---------- -�. _ NEEDED FOR A COMPLETE INSTALLATION.SEE PLAN FOR LOCATION _ - - 5. OVER FRAMING AREAS SHALL UTILIZE AN OVERBUILD TRUSS PACKAGE OR 2 x 8 RAFTERS @ 24"o.c., - SEE PLAN FOR LOCATION - - - - 6. PROVIDE LADDER FRAMING AT GABLE ENDS @ 24"O.c.,SEE PLAN FOR LOCATION 7. PROVIDE CONTINUOUS METAL GUTTER ON 2 x CEDAR FASCIA. •• _ ' - 8. PROVIDE 1/150 x ATTIC SQUARE FOOTAGE OF ATTIC VENTILATION AT EAVES OR 1/300 x ATTIC SQUARE _ - - FOOTAGE OF ATTIC VENTILATION IF 50%IS AT THE EAVE AND 50%IS AT THE RIDGE. ALL ROOF AREA:494 sgft+1 SSsglt.939"It x 11300=2.13 so or 306.72 sq In NET FREE AREA 9. ROOF FRAMING SHALL NOT BE ALTERED IN THE FIELD WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OF THE ENGINEER'S CALCULATIONS&MODIFICATIONS. 10.ROOF FRAMER SHALL FIELD VERIFY ALL DIMENSIONS AND ALL NOTED SETBACKS. e I• + 11.ROOF FRAMER TO PROVIDE ALL METAL HANGERS FOR ALL ROOF FRAMING CONNECTIONS. 12.ALTERATIONS OF 13.PROVIDE 30"min.FRAMING02 MI U C TE F RE RATED ATT COORDINATED DOOR WITH 30"TH THE ICLEAR HEAD SPACE ABOVE.DOOR SHALL BE SELF-CLOSING HINGES AND SMOKE SEAL AT PERIMETER.MAINTAIN ACCESS THRU OUT ATTIC WHEN CONDITIONS MEET ABOVE REQUIREMENTS. I'•. TRUSS NOTES 1. ALL TRUSSES TO BE DESIGNED BY A PROFESSIONAL ENGINEER AND FABRICATED,INSTALLED °- �_ - - AND BRACED AS SPECIFIED BY ARCHITECT,ENGINEER AND TRUSS MANUFACTURE. - - 2. ALL ROOF TRUSSES SHALL CARRY A MANUFACTURER'S STAMP. 3. ROOF TRUSSES SHALL NOT BE ALTERED IN THE FIELD WITHOUT PRIOR BUILDING DEPARTMENT APPROV OF THE ENGINEER'S CALCULATIONS&MODIFICATIONS. 4. PROVIDE TRUSS DESIGN DETAILS&DRAWINGS ON SITE FOR FRAMING INSPECTION. S. TRUSS MANUFACTURER SHALL FIELD VERIFY ALL DIMENSIONS AND ALL NOTED SETBACKS. S. TRUSS MANUFATURER TO PROVIDE ALL METAL HANGERS FOR ALL TRUSS CONNECTIONS. - 7. ALTERATIONS OF TRUSS LAYOUT SHALL BE COORDINATED WITH THE ARCHITECT AND BUILDING * DEPARTMENT. - ADDITION FOR: C �tl�l �1�r�1 THE CALLAN FAMILY 710 HAZEL STREET tr ARLINGTON, WASHINGTON P.a on 0 4/1 5120 1 6 49s3-sss A .0*0. ru�s. sa2z1 Lour � 2-•C1�, 1 Z4f W&Yw,/u A,t,3l. ZL- a VIOL.0R 2,NM II VA 'muJ F78' DESCRIPTION!OF BIBIDLN G SLON M NUMBER AM T4F8 OF FA878E/BR(4 4 a) SPADING OF FASTEN fHAN MaUr POW1HBM,MAiMIILL IMMIUM i1SMBMN lIMIM FedNasa ePa�g w/I E� 4 F/ 1 eroaung beeyaen Irma«mNm ro rop pbIn We Rae s ed(z 1rz"x o.1,3") 2KIDS.I,C� INI 5AN50NU213 � (Q L 2 ee6Nglobwrop�.roenN 3aa(2,2 x0.,,a") Na sor�crew�pe TableR6023(1)fo F«aPend tbacedwAll F�I{ 1 - caublg Wwb"«�a"ro p�W rafter,�war Neils or screws EMi«ITabk R702.3.5 f locations:7" JSf.HNJGER:�Z¢2M0EJ006, �'�� � � _ 4 cam bra naao„Mxzoeaeadda. anon Gypm boEW h" Pm �s(ba�p�LNac�„ 20 F.f.PFOU 31oa(r 1wIt� we»kmetiDm field 8 RaA««roofmsub 3-,ed sou-ma(312^xo.,3s•7a 2me R41s tenon eitla amtroe roeWoaaNxn aIn Dl -- - -- 1 -� _._ __. p 6�6���.SL p�,laer� 3-10d Mn-r�S.xo.t each mNratnms0) ADW .- ' � �U✓GT7m(-fq) 04 Roof mftm In MEN.valby«twembers:me reMAa N8d(312"x0AM _ ADmumm ./a" See 8 See Section R602 30.6.1 Irei 3.1ed 372°xo.1 6Noaa+yae 9earo0 R602.IOb.1 F.f.pI CK -'--- C v 1�f�D �i WALL 15f5.FER FI AN R /yyY� �y 7 B:R+ro -f-oaa 10d(r x 0A2eh w o.e. R%aR na .. '' +�- T'>L.JIeT�' 8 ehMa d YYlteakV Wall c«Iwn,Inca NO 18d(3Vrx0.IM ,2'ac C&w� Tubb Rh602b."'W 6"edge.12"field OmuseLONlys6etlhed a/e" Ie1Tabl R a2.3(3) Y (�I OCK BE1VIkEN J5f5.) B BudNW heubr.END Piaws w,W IW Waver ,ed 3lrr x o.lasl ,8•Dt Won a ch edge wood.hsctmal Paad Varies b fastener F.f.BEAM FEF FU11J 10 cpn5nued/IeadBr,sao Wawa lea(912•x 0.73T) 78b.d.step�edge Tubb R602.3(1)or R602.3(2) FOSt/6�AM CN7 SSIZF X(O��j1�2 @�r(o'I GCi 11 toners DDa header m awd.roe naa 4-ea(212"x OA1r) r( I�(t :a0 continto.lyabeawed )0`6 Wo '�D -21 p 1� 12 D«b a aex6.raw RN 10a(r x o.12n Ze n.e wood NNCNm1 panel 'e' See McI§ad CS-WSP Sae Medmd CS-WSP P.T.F05f ITT MM NM: 3"x3"x 1/k"iW. 1 GU wno%1 13 DoNrb by fxaba,f a 10a(r x ail" 2d•on ad*m to Pow Double mP PW.,mInk.-2Nnch oRsed or end Hints. i opening. .. ����nnrrw1v�1 14 f� ro eras 8.1Bd(312•x 0135ry FOSf�A�-55f WA f J V.QFffxnJv 2x 18 SOMpbMropm«blocking,facenm 1ea(3,2"x0.138) 18•oa CWtin-lyst-shed a' See SectionR602.10.6.4 See SectionR602.10.6A e�nl wL,,-,sue I A5t�0Dt�`/P05f I ; �Q 18 Sole Pere ropiNs«bl ldfg Athated Ww paNb 3.1ed(312'xO.135") ,r on portal ffeme n ,JSfS'¢ib 0'c n sbdroameDmle.xx,Na 38a(212"%o.,1a,OR r/,"1Wgxalydi. 2-1ea 3lWx0. p.ggea 'ra^«nrQ"tor O.lz^die .. II r J 16d(312'xo.135'� _ rhsakehaetLing) 18 Top«mbplebbelud.end TIN 2- gx EK f0 I501 AtEt7 z_ #'16P1Z5 1B Top pia�:a DDmma aN imama�bna,rya nau 2-10d tr x 0,1281 CKnict ad fib`hb`D'.a .nod spacing g aoited`roam b or 3" beaching) edges 6"fie61 1`0014G MEAL = 101,O.C.-Cm. 20 r e ate ro e,0n aWd and dab.ate Reg 2-8d(21/r x 0.1,3") 1 3/4 2 (2'y"longg x nisi'db.)Nan - 21 1'x8' 2-8d(212°x0.11 r) 2 Rr Sl:I inch=25.4nm.I faNw303 ote,l degas-0.0175 md,I pound per mpref[=47.8 N/m'.I nikM bo«.0.467 Wes. shealhin0b Nd1 •few a Adhesive 9-hmmr f-11 YlNadng,including Meebod GIL Yell nabe . 1 314' P.miaed a 8ei®k D®ge Cmegodee C.D•D,sod D,. _ Tnes./1 r �1 1- 2z i•x e•slreelhing m mdr bemaB.6w n8 2-8d(212•x 0.1,T) 3 L Appliac m�Ileie ear m gmya soot openng whaD eupparing gable and we11«mof bW only.May only be tend w we wau of me gMn6e.In Seie� 1 ,b W 3-0d(212x0.113 1T4" 4 - De°geCazegon°»De,D�aodD-dWI7S-Glne)dW be P odoscsd.pd. 23 Wdw Wen l"xr roeWl bterlell c.Garage opevwgs adpmodma Medmd G4-0peat shell be provWW wxba Aealir in accatluee wlt6 Table R102.XU.Amli height clew opening ehNlm �IN, f 1 314' ' d Matlmd CS-8PB doeemt gplY ie Seislnic pes`8n Cahgxiea De D�evd Da and a arm wMe des wind s�d exmed.IW mph .. sh08tldrg bealanF pedrninphAdjacent 0ma MN6ad CS-C peal. N Flooy I e MnlMd appSw mdebaWd ono-and two-fNNiY dweDmgeh8NeNC Om{gp CNegonw i�twaugh Dl only. If 1/2"0x10"x7 IMP 26 to Sim rguder,,nnnY XAIE:PIOPE RIB - O iF• AD,@ 4'0"O.C.&w/�l IZ" ap�rona 3ed(2lrrxo.nrJ 11 IDm b top pbb,xle nab(red ate) 8a(2,2" 0113) ray TABLE R802 - - ' I' G�B�/ rya�y� 8tl illx0.11.9"f 8•aa. REQUIREMENTS FOR WOOD BTRUOTUMLPAN�wALL SIMATNFIGITO REBM/'wWD PREeeUR08^a° (l s pf�y/yI�.Ary�. ;t LIW I.ORIWfi «NDtl61gb�Nma lOelW (2 ---_ uLTMATE DEBaI/ '. 17,�,r^1� t7.-- ryY O �ryV,.-'-'N • . 27 i'S®'a6SDpF Drkp pp eaaN pal.taw rWG 2'da R IEIx01137 EVEN-NAIL MINANDE wow NOMaIAL MA%IMIM WALL PANEL NAIL SPACING WIND HEED V," f'I AN w/ CFf7A� #�16AR5 IS"O.C. 28 2•..bl-In 2 1 w _ STRUCTURAL PANEL BTwdhe") (no) . MIA lows«gbtbr,band aM raw NN 2-18d(3 12'x 0.135'0 Mu MoNe) P RAY" ((7M d OImhMY NINN a RNtl vAM upDaum eNap«y _ gl N �{,} 28 2^pbrdm(pars 8 Ueem-RwrA nxO 2-16d(3 12"x 0.135") et emtl bearing rFj ,A,Fj1�Fj m arse �r u' IhlNw ee.) pnebM o.D) a c D 'I fiIM YYfV1 CD T �_i�A, �- - �2�#4'}gInJ LVrvi. 30 SIA�W gkdm and hceme.2:ncn bm0er Wpm 10d(3"xO.128") Nei each ley«asm6-32"o.D el Og.and mn«n wd �0"x 1.3 - 1/1 16 6 12 140 "1 I10 EX1�tlOt?IOC. A5TIV5 16"O,C. L--- _ .wggNad.TWnRwaaNd.annaa�.�w. $1 2"plmwa(plankabaron-fl-8 moo 3.18d(31fTxC135'T a1escopbt«ralbr BdaC.xam�n 1.73 24/16 Tye 16 6 12 170 140 133 (2S 0.131'0 74 6 12 1. 113 .10 ' Ylleaa streefad pamNa"autlloor,root an0 brtarier Waal NraoB11e18 to Ienranixp aml pv1loNBw.B ws11 s1ewlllwse I.4reing fF . �( �}G. �� �( EM BEBDRIPflpN GF BUI{,ptlaNb 6glFfl! NIMaBER AND TYPE OF FASTENM IN,b.el SPACING OF PAO'a ` Pam,1_snsngN eu4 M�s penllei ar_ /m peryentlieubr m a PPons TMea pty piywond eIr.M6in®with Nde aPaead nnrze Wee I6 inches w woter.bell be applied wDh I. , AFL '� o'-1(J' '-5i' d ML.VY, pvwi atrangW sags pvpendmWxmaupgme Edg-(I�)M asappwfa b Table is buW oa wiW pre-awg.-dand away Dom b ildmg smf-e-in eccordavice wiW Section R301 2.Lamm bmmng reauhemenn shell be I. COW.FI YNrN, MXK Ncad .ilbSFa. R60210 i I O II 1- II I �I 32 SB'-1? (rx0.113')nN(NIMIDnf,.w1 (I) Ba PWaB..I c wood 24-A it cospan re AngselwY1.16«wNt14 Y01bepauses. "­1 1 di, a24m IBIS be nrwood Ymng,wa16 ag Ed ODlnmOn .«24oc.Pail be pamtin�man aMnaempaWiW a2M16 q,m mlb'1 wNl lb nd nod ,6ox..beg ae earA wi6 aR4s»pacadw 6 12(G) anmre then 16-hw a cenmr. �MC'S0N STPONG-11� D C18 PIA,e�} 0 33 ,g32-," 8dCWnnnAnam(Z;/rxxO.131") a 12(g) COLUMN 5l#'t'OC?i-PLAN CUFF FfG J � � � ���/��C7(� 84 1 i B-11H• ,od w RmW(r x o:14r)N6« Ed a ,2 c9) 212 x0.137 tle«Bdnon FIN15H G 3 b� oa..wMl r».BaBB(N, LL _ 12"gBlyaneea moRnO TIN,7/78'crown Ix ," - t. I VR'I l'IaVIVI..,�LN� 30 irz"abuwsai wNub.ic fibarOwrd dmetl+in0 Crown ste 18 11/4•la 3 8 �ll I •a.11-� =11 .. shaa0dng 13M°gaNanhedrooMOrN6,7/16"-D, 1" 3 8 E%iaNTaFHFADeawrM000eLaPORFa. DwTseRAcmIGaLPNIM81 __ 3S 25F3T ah.Nusl te6rb.b reereoapa t «own 18 1,2" '_ MDMaYR!➢pR w7TN W1M#POIrtALPM.w {i 2 gabanRadW oag .sp e g sonar xe, II---(oNE aRAcm WA LRu E) 2gR awn NBNwg(IS1 1a 1b d, 7 7- - 12"bng;t 1/4"Screws,Type W«5 z+18'FlNNHED WIOTM W OPENING TENWN STRAP O FOR BINDLE OR DOUBLE PoRTAL PtR 'A[I. #'I V/Yl f7�,.. t. ..._.._: .._ ...L 38 s18'gyp«n anee6an01d) 1 -&88'to SW serews;.Type W or IS d t 7 7 duo.. Pa Nc 37 FASTEN KIND stable SoE TO HEADER 19 KERB 111"d FbGolasl p-.h4 oarrrbMBtlme aE N I_MWaalN3Neont b frMsNq MN.3M115Y NET- R eTEFLHEPJmR PROHBREO a TINUOUBLY"BMEATH® :I' • , WBPACEn AU9lO PLACEpNaAOI4810E aF NEADER , -E VIDOO aTRDGIURAL 39 aN be8 0d deformed(2"x 0 1,13 nee il B 12 SPLICE EDDE9 aW1Ll fABTEN T(P •,41' / Ire. ,. Ed c«nmon(217 0111")n EAl« PAT,E'WIgS BMOWN OCWR OVERAND aE PUTaro FgahNBHEaTNNN!N HFJiOH,WON m S • . 40 8 12 WAalO110R aALVANMEDBD%rvNL8W9'ORID NAaE0T0 COMMON HEADER WfiH ✓N de6xngd 2/12"x0.12 non �OCpNO WITHIN THE iW0 M tOd cpmmem 3•x0.148•)rW« 6 12 'P � ) mP1Nl.ED�NE wLT arm C.T4,.arosAT HEADERTO STRAP PERTABLE (i itAl" ii/d" -- ( OPPp81'aBWa OF 9NEAT�VIINGOP[NING ii BE 0510 ea 2112"x 0.1 :. WEaD mop S'A'cm OC TVP r w. W NALL13.0103i) IN EACHD PANEL EDGE'" � Far St licffi:2,5Amm,lIner 30L8 me.Iw0e6vlL�N.O:MA me,t&ai=6.895 A1h. .b'wWIIN MN. Ax BYb - bvx e6sab aeea@I w6aw odlNwMe wMd.NYb mad t« MrprY�0.143®ch hrBHFATHIN3:i ); -" « WRH BP BO%NAiISAT it FR�P'M�WN�9TRl1CT10N p �1WWI6NdbwM ell.6100Mftwbeek oonoIdercf0 d92 bch C2G4 tenNwaNt1.10 bd f«9�tYanelm. BHEATHIND I6 D� fWsNdB etl eheR eavP mmimu® a!'n YHICxWWDNEL 5[�G MAN & INF, "38( not 6agwtlNn o.ln mnb,.m,00TY Ax oDaLaMmaea».ro c42 meh mass. ,. « �ocMNG Ar» /LI.r�/VV )) MML BLE 9oe PO8T f h 3mplw aR 16 gage wire and hex amwhnum'/,�wtll w dresneder crown wldW. I' I ." e.Nails ebAD beapecM NaN maeWmbiabesoD rmrcrffi ail aupparm wberc apero me dB mMeaalPaamr. � MN.fENGTHGP FANELPEN RNcing ate w4fIM9-mod P.oN.Yell be apphedvTmkR MM.]3Y tAANaTBRANCHORBOlT9. (,P)EBR(�A)BLEa `�'�/y1 �y/1 yr (/1(,yl� ,J y' e.3pvclvg of Psawven as mc6dedm We mble abYi be besedw Table RNY2'i(2) , , ��pLyEp��EAGe1�R Rto115wrtN 2Y 1/VVAV 1 OV IING 8y1Ld )l.FaaTG/ LP«mg web.mg bum wxd apreAo ilU min«gasfer,&defa mad(2,1^xg12D>aYb Aa06e um f ana WoP WYwnad wnativ wmnl pare ,1 ry mIX'Ysarbiag mfmrmog widdv oilnimmn GB-i«h dmreviceMN gable end walls,if mean mo(iAyppr ie more rben z5f 4vp b35 het ma®em- r ' ^ •L^i [[//''pJa����'' 11 /n�I I f0tw-m .. /jy /.._�/�//d, ,'}- L p,hIeI ns bevtne bole wiM R+mi of 100 mph m Iwo.Nile(or atachin8 wood ahueNml panel nwt'sheeWlog m gable and wall kerning WMi be speed 6 r:, . %u:I as1_V iw:hn av center.W6m be¢is wind speed is Featr tluv100 mph.oail.fm NlaciaaB lmvd roof shotbdoRbmtemxdiato wpporp Yug be epsculbwrltww ",. "n ammo Wr ntl®®48-imdl dieUoce kam ridges,nxsevd BYfb and wells.md4mobee De cemtrmpble and Weil fmmin8. ox"'� i' i 2� h.Opnlwe M.S ha�{m m ASTM C LWti and shall be beat led M"A 253.IFbaiwmd sbuWixg s 11-Ron m ASTM C 20IL _ L Spacing of[sateen w Sam W-AIwg panel etlgw applies to peal edges mpPmW by OAmiog member Ind reBuue l bio MIS And ad au flow pwhm6 a sea.yars�� •�FFYVI/RILL, - �y y]{ C Doty Spapng N'fudeoNa a mMaheeDsieg pmNl edges epphu m peal edges sgpmad by 6eeft members ed re1.ba,bladdog.Blom d mot a OVER CONCRETE OR MASONRY BLOCK FOUNDATION q��aq,Ta pER RI•ILxJV Et�75 f0 WPL. !�' -._ Jail fl-A'1` ancr anwWwg p.aL wgw errpmaincla<m W.ft mmmW.Daoel ed, riam aacq,L.a tavn;rm 6r omW leovwbaai.sass pl.�nr pwmste - R.oa.ta / .. shag beaappadmdby tNBiagm @6daaa0ad bFBaLMB F FRAakNGANCHORB NSfALLU3A'I-38"PUV, f ; / 1� whn.s8Nw6aMmdRM palm 8p0gj�m�awWWba epmy�.men.NMe.D.aadeoeme��dmeawemm PUEancaoM' / l W0p0 atgOGTUPAL PFNEL 8HFA1Hala AINTWTRIA NAILBOIF /1CIa�� ( N 'J lh cellroglDm mmPMgaftaaad.N6wN Ab K6adWe.The ma roanOM o�Oaba aWe M6x MMa6N4 DabesetlNdl. sHFAMIfm TOTOp OF BANG TOroaOm�TP(I) ' vdMIXfr'O arD Les IN N05W-I -4 VIA.'- ORPYWBT ABERnc2.3i) HEHDRMO P%A ITTTDOBT Lt " VERTICALDIRECr10N9 V bql-l NCH BNFATNiNG OVERAPPROVED BAND OR RIM JgST APPow qBT� OVER RAISED YV000 FLOOR-FRAMIRAMI ANCHOR ©R OPTION i / ) y (vmERE roRrAL SHEATH#x+DDEx NorLAP DYER aam oR RRn.LaST) NAIL � TORAL PAHEL NwLgDLE PUT. F B tOPOF BONG N.IOIeT PER r I�/f3"P(-WV17.GX- naLElat1) ll-- TM c-AaNUMOTNO-M AA -° T epcoawart ATF Za�Z f1 EN7 ✓� _ WOW 8nM1CNMLPAN6l8HEAlHaq O�lE0.APPROVEPBANOWRMJpaT AP on-MOT ID �- � OVER RAISED WOOD FLOOR-OVERLAP OPTION ' _ _. - __-_..__-_ pA11ERE PDRTALBaEATHa1G UPS OVER BAFA OR RN BOAIA) 5?RIN�RS FRONT ELEVATION SECTION For SI:I inch 25.4 non,1 foot-304.8 mm. METHOD CS-PF-CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION - ()II MTV. FIGURE RB02.IG.8A t�fV� SCAM-OIIAti I '' �--y/a"rm�'x' 'L t.vcd�•�1or"��M I fJ 2 W13IAf7ER �Porzk� CAL G ADDITION FOR: � 2%q�IRC$f.KG.�MI78Fl �✓ R� 1 ' (F 5A,RN Ac,602s.3 _ THE CALLAN FAMILY FIB MO.Rion.&OUrA 5TRIN P MM.EA.5 T ra. 710 HAZEL STREET GTON 3 51/11(�5 CrON PG.A.M.DEENEEN0.0e07 PmlAun 04/16/2016 v..v..It'•!'-QII X.. AdlMaimftin an,W 58429 Loll" i i is71 - < a N T-to rnooC) OD = Cl) G) m -vC) rn -0 D -0m < � � cnv � c� mg -ncnc� -o � D � c < vpcn m m �t � Dc � � mm � cn � Oz � � � cnm � � � DrpxDmmp � Drr0 :im ;o � r. m r 00 -i = mD < p —I � z —ipmO � G� O = O � Dmozzvzpz * r�- 29Ozm ET � rnD < rncD � cnw < D < D .� < o� n � mODC� � cn � Dcnm = -nG) m -o D ^ < - --j- � cn � rnz � � � -< vOv WDp zT � � mpmrn � � G� -- � m � � � i- z 3 - c� = rr * 0X v — � � mmm � m 0 mcnz mm - D " D z O r .. cnO c cn - � - cnv cO cn v �-- m cn -nL> * o m Ov r O = E -, -� n E0z O � c -q Q m = -,icy s� c'� cn = 0 � D - � � --XE mrzmp � � o p � mzp = m � D � m � D � � mOvzmcn0 - -i mDX -oD D < Dz W E z -ivD OD prOzD � D z o cz m '� cnmDrnzQ° = m -0 Z _u > __, m vzcz -� r � -0caOZ � � � mCczi� = gip cn � ;-Un � rvri � D ; vOm � mn � y � z n -vwv mm0 x > 02 Dw9v00 D o �TD � D � Z � = E0 -1Z C p * 0 0 � z0 m m z - E m 0F, mz � -� nDDz = D � m me � < DOS � cmi� z --i c� � = � Nzz > cnv rn O -1zw z G) O D � �vs� cnz Oznm � cz0 � m = � -0Mr- o o ;dr- X 0ZCo � zo o wr- 2Dzx ooz � X v X � Drno prDm F, rriz r w z -ic c v p � rm Omn cn � r- -� v cno D -o ND II �yDm � rnZ � O < � � Z O � z 00 < v ; � O � mzD -0 y cl)> M Ocnnrz i) o 'Sv' z mz xD m z m > G) zr m c 0 n = � mmcn -� _ � -� z cnv < v � = D � � v � < � < m D z D z O C = p r D O rn N m o n m rn z v m ao00c � � D mn F mND -I � c < � C � � =i � � G) rn cn m r m v O oo -< -I v nwFn 50D < n n - Ln r � ccnv c' 0 mm0a) = „ o0 cv = zDvmm Z p mzC) w � _ � NiN0 0 Co0o m -< � Do p � -� m �nr- F =_ cn -Di cnnzvvccn m cn D z 0 m z0vrn FRoz9m � � �\ r m V r m W S a o 0 00 Q 0 (0(0 a c < • N> N ri a ° m w fi r o E E f m' m 0 0 LO > + c N � 3 +4 O m �o 8w% u- 0 I I 0 c cO c C ` m p 0 (n N N (n n 0Ig- `l d-9 1.C = - _ m m g E E v c E�w� a c o J J J J J E m V7 Lyoj= O U M H o E o O P CD o t m19£ t3n— � g O u v�m-0 p B E d' do OO -fiw- O O O dEw� E ,- + O ,O O O O y v m w .� m !7 N a a m E 9ra ai3 o w s {Il a V iL" a o 0 0 .6 rnY 8 to F o�cLLC3 C� nN1 C vM co � ? 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O O 1 C ma O�w N Z _ 61 � a M m m w w ^ - M - w co.vc m o S3. 0 LG' �i @ - Yn in E 00 6 .4 v 3 N a �' .n 3X (V M O G C n-0U Q{41 u �OR 'O lei .ti �o .-i J n Z $ 0 " n o m v-�c � o �. Co o .ti h•- c m m p Q m-0, c ._ �' o o o aEo F' M M C $ cc�o w- n P a n3v rl ---'-- ai Q w o 0 o E w E w � NmwnQw� of m p m �iEa� $ o a�Etc Eytj i' E ■{■s��I .t cw Ul Omo ¢ 6 N yi U'O—t.t] C N N n m N ¢ ro ° w u ° h t.J O C mZ T^ c E c uwm m y N mdo u3m m afy_ �i P3 ¢S u LL LL LL u-2 •a m aa'Nrn $'m 2 x c y Z CJ um3 0, ro Hv.y N p v c 3 u N a a i O ��$fi u O Norno o C a + a m o a c c rn € N o f > > oc c Y� 0 cmvm gg m s rnrnm O E E c Vl o_ mmocmv .a owvm f- .y a m J Y " m a CL tg U o c r g � E-E E lv�°u $ �, T UZ 2 o E v E v w L° a B = u d u N ar C o > 0 0 ma¢ 7 m 47 wa>i3u'w E+ m w a �o�o \� Q 0 � US � NI Permit No. City of Arlington NOTICE and nspection Report Date Called C-/) Address Time alled Contractor/Owner ,13 Requested by / TYPE OF • ❑ Setback ❑ Reroof ❑ Insulation ❑ Plumb GW ❑ Roof Diaphragm ❑ Gas Piping ❑ Footing ❑ Framing ❑ Woodstove i ❑ Foundation Drywall Nailing ❑ Final ❑ Concrete Slab ❑ Rough-In Plumbing ❑ Reinspection ❑ Shear Wall ❑ Furnace ❑ Other OVAL ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. Work listed below has been inspected and approved. ❑ CALL 435 0724 FOR REINSPECTION-24 hour notice required. 1/2 Inspector Datev Permit No. City of Arlington NOTICE and Inspection Report Date Called Address Time Cal ed Contractor! Requested TYPE OF • REQUESTED ❑ Setback ❑ Reroof ❑ Insulation ❑ Plumb GW ❑ Roof Diaphragm ❑ Gas Piping ❑ Footing ❑ Framing ❑ Woodstove ❑ Foundation Drywall Nailing ❑ Final ❑ Concrete Slab ❑ Rough-In Plumbing ❑ Reinspection ❑ Shear Wall ❑ Furnace ❑ Other ❑ APPROVAL CORRECTION REQUIRED Corrections listed below MUST BE MADE before work can be approved. ❑ Work listed below has been inspected and approved. ❑ CALL 435-0724 FOR REINSPECTION-24 hour notice required. i Inspector Date �' �� q Permit No. City of Arlington NOTICE and Inspection Report Date Called Address a 7 tJ \ Time Called Contractor/Owner By Requested by % TYPE OF • REQUESTED ❑ Setback ❑ Reroof *,�Insulation ❑ Plumb GW ❑ Roof Diaphragm ❑ Gas Piping ❑ Footing ❑ Framing ❑ Woodstove ❑ Foundation ❑ Drywall Nailing ❑ Final ❑ Concrete Slab ❑ Rough-ln Plumbing ❑ Reinspection ❑ Shear Wall ❑ Furnace ❑ Other APPROVAL ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. Work listed below has been inspected and approved. ❑ CALL 435-0724 FOR REINSPECTION-24 hour notice required. Inspector Date ✓ Permit No. _ City Of Arlington NOTICE and Inspection Report Date Called )_. Address -/� Time Called Contractor/Ow By Requested b7 TYPE OF • REQUESTED ❑ Setback ❑ Reroof ❑ Insulation ❑ Plumb GW ❑ Root Diaphragm as Piping ❑ Footing >{Q Framing ���r�1 I ❑ Woodstove ❑ Foundation / ❑ Drywall Nailing ❑ Final ❑ Concrete Slab ❑ Rough-in Plumbing ❑ Reinspecti Jn��,�} ❑ Shear Wall Furnace Other APPROVAL CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. �Wo rls_Iisted below has been inspected and approved. ❑ CALL 435-0724 FOR REINSPECTION-24 hour notice required. a &Z QL/1 l �x� ����d�14 �oF!7 ITT. 7� Inspector , �U44 Date J Permit No. � 9 City of Arlington NOTICE and Inspection-L-port Date Called � Address Time Called r V Contractor/Owner By Requested tL TYPE OF • REQUESTED ❑ Setback ❑ Reroof ❑ Insulation ❑ Plumb GW ❑ Roof Diaphragm ❑ Gas Piping ❑ Footing ❑ Framing C;20 ❑ Woodstove Foundation ❑ Drywall Nailing nal Concrete Slab ❑ Rough-In Plumbing ❑ Reinspection ❑ Shear Wall ❑ Furnace ❑ Other APPROVAL ❑ CORRECTION REQUIRED ❑/Corrections listed below MUST BE MADE before work can be approved. /�Work listed below has been inspected and approved �w ❑ "`CALL 435-0724 FOR REINSPECTION-24 hour notice required. Inspector Date �zv Permit No. City of Arlington NOTICE and InspefL .on Report Date Called Address C' r D ,L ti Time Called 0 Contractor/Owner By Requested by TYPE OF • REQUESTED ❑ Setback ❑ Reroof ❑ Insulation ❑ Plumb GW ❑ Roof Diaphragm ❑ Gas Piping ❑ Footing ❑ Framing ❑ Woodstove ❑ Foundation ❑ Drywall Nailing ❑ Final ❑ Concrete Slab Rough-In Plumbing ❑ Reinspection ❑ Shear Wall ❑ Furnace ❑ Other APPROVAL ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. kKV,40rk listed below has been inspected and approved. ❑ CALL 435 0724 FOR REINSPECTION 24 hour notice equlred. Inspector Date l/ Permit No. City of Arlington NOTICE and IIn spe._,on Report Date Called '! 1(9 Address Time C le Contractor/Owner By Requested by TYPE OF ❑ Setback ❑ Reroof ❑ Insulation ❑ Plumb GW ❑ Roof Diaphragm ❑ Gas Piping ❑ Footing to ❑ Framing ❑ Woodstove �ounclatiolt� ❑ Drywall Nailing ❑ Final ❑ Concrete Slab ❑ Rough-ln Plumbing ❑ Reinspection ❑ Shear Wall ❑ Furnace ❑ Other APPROVAL ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. Work ' e o has been inspected and approved. ❑ CA L 435-0724 FOR REINSPECTION-24 tour notice required. i Inspector Date "�� Permit No. City of Arlington - NOTICE and Inspec._.nRppeport Date Called Address 9�J Time Ca a Contractorl0wne By Requested b Ufa n �pr� TYPE OF • REQUESTED ❑ Setback ❑ Reroof ❑ Insulation ❑ Plumb GW ❑ Roof Diaphragm ❑ Gas Piping ❑ Footing ❑ Framing ❑ Woodstove Foundation Drywall Nailing ❑ Final ❑ Concrete Slab ❑ Rough-ln Plumbing ❑ Reinspection ❑ Shear Wall ❑ Furnace ❑ Other PROVAL ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. Pe_Work listed below has been inspected and approved. ❑ CALL 435-0724 FOR REINSPECTION-24 hour notice required. Inspector Date 1 L•, ----• . .. .. I :CEi 31'.- s-� n80N6 2=5 -- ------- -----^- ----- — \ �i CL 1DI •,, � .. ED vLi` I 2 � I 9L 06 _ 'o 1�2 3 io ;'LD.15•.Lh ' I I t IA O! 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Y x C <' C Z j ^ N ��� yt JZV p va^ M W /1.»> 0.0.0.�111 UZ© < N 2 Cb I mu u3� W < u z v • a Ou < t - SWI 318VOIlddlf Date: 04/06/2026 Permit#: 1319 Perm Date: 02/06/2017 Review Date: 02/06/2017 Perm Type: RESIDENTIAL ADDITION Review Type: RESIDENTIAL ADDITION Target Date: 02/13/2017 Scheduled Time 00:00 Com pleted Date: Description: Approved with red lines Review Status: Assigned To: z.Rick Karns Tim eIn: 00:00 Time O it: 00:00 H curs: 3.0 Property Information Parcel#: 00560500001202 C ALLAN GORDON E & CATHY CALLAN GORDON E & CATHY 1 811 LAKEWOOD RD 710 HAZEL ST ARLINGTON, WA98223 Zoning: 111 Single Fam iy Residence - DetachedLot: Block: Permit#: 1319 Permit Date: 02/06/17 Permit Type: RESIDENTIAL ADDITION Project Name Callan Applicant Nam a Gonzales Design Partners Applicant Address: PO Box 97 Applicant, City, State, Zip: Arlington,WA98223 Contact: Ruth Gonzales Phone: 425-344-9942 Em al: gonzalesdesignpartners@hotm al.com Scope of Work: Second story addition to SFR Valuation: 50000.00 Square Feet: 0 Num ber of Stories: 2 Construction Type: O xupancy G ioup: ID Code: Permit Issued: 05/15/2017 Permit Expires: Form Permit Type: Status: LASERFICHE Assigned To: Kristin Foster Property Parcel# Address L egal Description O wrier Nam e Ovner Phone Zoning 00560500001202 7 10 HAZEL ST CALLAN GORDON 111 Single Fam iy E&CATHY Residence-Detached Contractors Contractor P rim ay Contact P hone A ddress C ontractor Type L icense License# Pacifica General,LLC B ud Phinney 4 25-348-1522 P .O.Box 1123 CONSTRUCTION Labor&Industries PACIFGL920R4 CONTRACTOR Inspections Date I nspection Type D escription S cheduled Date C om lieted Date I nspector S tatus 06/26/2017 R20.SFR/DUPLEX Approved FINAL Plan Reviews Date R eview Type D escription A ssigned To R eview Status 02/06/2017 R ESIDENTIAL ADDITION A pproved with red lines z .Rick Karns Fees Fee D escription N otes A m cunt Processing/Technology $25.00 Building Perm i T able 4-1 $911.78 Building Plan Review T able 4-2 $592.66 State Surcharge- 1 st DU R esidential- 1 st Unit $4.50 Total $1,533.94 Attached Letters Date Letter D escription 02/14/2017 Building Perm i Paym efts Date Paid By D escription P aym ant Type A ccepted By A m aunt 02/16/2017 Cathy Callan C heck#7907 K ristin Foster $1,533.94 O itstanding Balance $0.00 Notes Date Note C reated By: Perm i is signed and in job packet.Need engineering for trusses that are being cut.Once 02/17/2017 engineering is received release job packet.-1p Launa Black 02/14/2017 Let Ruth know that the perm i is ready to be issued once we receive contractor info.KF K ristin Foster 02/06/2017 Contractor is TBD. K ristin Foster 02/06/2017 Em tiled Ruth to com Bete a zoning verify. K ristin Foster Uploaded Files Date File Nam e 05/15/2017 2285161-1319 Issued Perm i.pdf 02/17/2017 2111534-1319 Issued Penn i.pdf 02/06/2017 2087229-1319 Plans part 3.PDF 02/06/2017 2087230-1319 Plans part 1.PDF 02/06/2017 2087231-1319 Plans Hart 2.PDF 02/06/2017 2087223-1319 Structural Calcs.pdf 02/06/2017 2087224-1319 Site Plan.pdf 02/06/2017 2087225-1319 Apnlication.pdf