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710 HAZEL ST_BLD1319_2026
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.. 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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 ACERTIF�ATE ::.'5yRAj�C,Y I#AS BEEN GRANTED: IBC110/IRC110. ALE 'T X Sales t Iatimg to construction and construction materials in the City of Arlinglo=ust be reported on your sales tax return form and od` ity A mgton t/ v signa6m--- Print Name D e e 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 I r Permit Information Date 2/6/2017 Permit Number 1319 Project Name Callan Applicant Name Gonzales Design Partners Applicant Address PO Box 97 City,State,Zip Arlington,WA 98223 Contact Ruth Gonzales Phone 425-344-9942 Email gonzalesdesignpartners@hotmail.com Permit Type Residential Addition Site Address 710 Hazel Street Valuation 50000.00 Status Applied Permit Issued Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 2 Proposed Use Second story addition to SFR Assigned To Kristin Foster Property Information Owner Information Parcel#:00560500001202 CALLAN GORDON E&CATHY CALLAN GORDON E&CATHY 1811 LAKEWOOD RD 710 HAZEL ST ARLINGTON,WA 98223 Review Date Type Description I Target Date Completed Date I Assigned To Status 2/6/2017 JlResidential Addition 2/13/2017 Kevin Olander �In Review Notes Date Note 2/6/2017 Emailed Ruth to complete a zoning verify. 2/6/2017 Contractor is TBD. Uploaded Files Upload File Date File Uploaded B 2/6/2017 4:11:09 PM 11319 Planspart 2 PDF JFoster. Kristin 2/6/2017 4:11.09 PM 1319 Plans part_1_PDF Foster,Kristin 2/6/2017 4:11 M PM 1319 Plans part_3_PDF_ Foster,Kristin 2/6/2017 4:07:55 PM 1319 A plication pgf Foster,Kristin 2/6/2017 4:07:55 PM 1319 Site Plan. df Foster,Kristin 2/6/2017 4:07:55 PM 1319 Structural Calcs.14f Foster,Kristin 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 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 Q Duplex f i Townhouse .i Addition J Accessory structure Proposed Area: 1st Floor. 58 2"d 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 Address: 710 City: State: Zip Code:Hazel Street Arlington WA 98223 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 Contractor: to be determined Address: City: State: Zip Code: Phone: Email: Contact Person: License Number: Expiration: PAD 12AI 6116LP 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 if plumbing is involved) (Check all that apply and indicate the number of fixtures proposed) ❑ Bath/Shower Combo (4.0) x Ili Sink (1.5) x ❑ Shower (2.0) x Lavatory (1.0) x 1 ❑1 Clothes Washer (4.0) x Water Closet (2.5) x 1 Dishwasher (1.5) xI 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 1 RESIDENTIAL PERMIT APPLICATION f ' 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 Ql Type II Hood ❑ Commercial Cooking Appliance ❑ Hydronic Piping Boiler ❑ Solid-Fuel Appliance ❑ PV System Ql 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 �iC/c,�;5n�astzafr,tL Applicant Signature: Date: 02/06/2017 Print Applicants Name: Ruth E. Gonzales 6/16LP Page 3 of 3 i 5/12/2017 Pacifica General LLC unin �pic Search L&I \-ZI dc" [felt) [vL&I Safety&Health Claims &Insurance Workplace Rights Trades&Licensing Washington State Department of Labor & Industries Pacifica General LLC Owner or tradesperson PO Box 1123 EVERETT,WA 98206 Principals 425-348-1522 PHINNEY, DAROLD B,PARTNER/MEMBER SNOHOMISH County PHINNEY, DAROLD W,PARTNER/MEMBER PHINNEY, KAYE C, PARTNER/MEMBER Haughney,John J,AGENT Phinney, Darold W, PARTNER/MEMBER (End:01/21/2009) Phinney,Kaye C, PARTNER/MEMBER (End:01/21/2009) Doing business as Pacifica General LLC WA UBI No. Business type 602 875 849 Limited Liability Company License Verify the contractor's active registration/license/certification(depending on trade)and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. PACIFGL920R4 Effective—expiration 12/24/2008—12/24/2018 Bond American Contractors Indem CO $12.000.00 Bond account no. 100216181 Received by L&I Effective date 02/21/2013 02/19/2013 Expiration date Until Canceled Insurance Contractors Bonding&Insuranc $1,000,000.00 Policy no. C11SK3277 Received by L&I Effective date 01/31/2017 02/10/2017 Expiration date 02/10/2018 Insurance history Help us improve hftps://secure.ini.wa.gov/verify/Detail.aspx?UBI=602875849&LIC=PACIFGL920R4&SAW= 1/2 5/12/2017 Pacifica General LLC Savings Savings history Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period,but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees?If so, verify the business is up-to-date on workers'comp premiums. L&I Account ID Account is closed. 473,151-03 Doing business as PACIFICA GENERAL LLC Estimated workers reported NIA L&I account representative T2/HAN CHUNG(360)902-0713-Email:CHUK2350ni.wa.gov Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. ©Washington State Dept of Labor&Industries.Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602875849&LIC=PACIFGL920R4&SAW= M RESIDENTIAL PLAN; PLAN REVIEW Owner Address Building Type Single IDuplex Townhouse Type of Work Existing New Reviewed By Date Design Criteria 301.1 Engineered _ i— 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 No 302.5.1 Garage Openings: 20-minute door w/closer es No 302.6 (Garage Separation � � No Footings and Stem Walls 401.4.1 Soils:Geotech or escri ive 403.1 Footings: (2)#4's continuous Ye No T403.1 Footing Size 'Ue' No 403.1.2 Continuous Footings(D2) Ye No 403.1.3.2 Vertical Reinforcement:#4 @ 4'/hook Ye No 403.1.3.1 Stem Wall: (2)#4's horizontal Ye No 403.1.6.1 Foundation anchors: 1/2 inch @ 6' a No 403.1.7.1 Clearances from Slopes a No 404 Foundation Walls(see Tables) a No .1.3.3.7.3 Wall Openings:Verts within 12"ea. Side e_ No 405.1 Foundation Drainage or exception Ye No 406.1 Damproofing(basement) Yes 407 Columns:4 X 4 and R317 Yes No 408.2 Crawl Vents 1:150 and 3'of corners es No 408.3 Unvented Crawl Spacel Yes 408.4 Crawl Access: 16 x 24 or 18 x 24 Yes J No Architectural 303 Light/Ventilation:8%and 4% a No 303.4 Whole House Fan Yes o 303.3 Bathrooms: 3%or 50cfm Yeses No 303.7 Stairway Illumination No 304.1 Habitable Rooms:70sf min. a No 305.1 Ceiling Height: 7 feet min. No 307.1 Plumbing Fixture Clearance No 308.4 (Safety Glazing: Hazardous Locations (Yes No Life Safety 310.2.1 n{ Emergency Rescue Windows: 5sf/5.7sf Yes 1 310.2.2 Window Sill Height: Max.44" 310.2.3 I Window Wells Yes No I I Life Safety Continued 311.2 Doors:3 feet min. @ 6-8" a No 311.3 Landings: TX 3' min. a No 311.4 Vertical Egress Yes 311.5.1 Landing Attachment No 311.6 Hallway Width 3 feet mina % es No 311.7.1 Stairway Width 3 feet min., Yes No 311.7.2 Headroom 6'-8" min. No 311.7.5.1 Stairs:7 3/4" Max/10" Min. No 311.7.8 Handrail Profile s No 311.7.8 Handrails-4 plus risers ey No 311.8 IRamps I Yes No 312.1.1 JGuards-31 plus inches IYes o 312.1.2 Guard Height-36-inches min. _ j No _ 314 Smoke Detection No 314.3-#4 SD: 3'outside of Bathroom No 315 CO Detection es)' No 316 Foam Plastic Yes _ 5No _ 320&321 (Adult Home/Day Cares Yes Floor Systems 502.3 (Allowable Joist Spans or TJI's 1fes-. No 502.10 Headers/Openings a No 502.11 Trusses or Rafter/Joist Yes No 502.12 Draftstopping: 1,O00sf max. Yes No 504 Pressure Treated Wood No 506 Concrete Floors: 3.5 inches min. Yes No 507.2.1 Deck Ledger Connection a No 507.2.3(1) Deck Lateral Load Connection or Engineered es No Wall Systems 602.3 Wood Wall Framing and Plates jNo 602.3.1 Fastener Schedules(2, 3,4, 5) e 602.9 Cripple Walls: Less than 14" or 4' Yes 602.10 Wall Bracing: Engineered or res ' tiv jib No 602.10.4.1 Alternate Braced Wall Panel 1(e No 602.10.11 Cripple Wall Bracing lYes o 602.11.2 Stepped Foundations Yes _ 607 Glass Unit Masonry Yes 609 Exterior Windows/Doors No 702 IVeneer Yes Nod 702.1 Interior Wall Covering es No 703 1 Exterior Wall Coverings(WAC) No 703.8 Stone/Masonry Veneer Yes (No' Roof/Ceiling 801.3 Roof Drainage(SD-14)1 e No 802.3 Ridge Beams:<3:12 pitch Ye No 802.4 Ceiling Joist Span:Truss or Platform _ No 802.5 Rafter Spans:Truss or Platform ; No 802.11 Roof Tie-Downs (48" o.c.) Ye' INo 803 Roof Sheathing Y No 806.2 Roof Ventilation: 1/150 high and low Yeg No 807.1 Attic Access:22"X 30" e��' No 905.2.7 lunderlayment IYes `N0 Mechanical Systems Chapter 10 (Chimney and Fireplaces Yes 1305.1 Equipment Access: 30"X 30" Yes C 1305.1.3 Appliances in Attics Yes No 1305.1.4.1 Ground Clearnaces: 3" Concrete Slab Yes N _ 1307.2 Anchorgae of Appliances Yes N 1307.3 Elevation of Ignition Source Yes 1307.3.1 Protection from Impact Yes !No Chapter 14 Specific Appliances Yes No 1401.3 Equipment Sizing:WSEC Yes No 1502 Clothes Dryer Exhaust: 25'or M.I. Yes No 1502.4.5 Length Identification Yes No Chapter 18 Chimneys and Vents 1yes Chapter 24 Fuel Gas and Piping Yes Plumbing-IPC WSEC and Lighting:See Energy Code Plan Review W J � LLjZ .o � > Q3 m O z z Da O w fA M H U) x J J Q J F W 0 O Z Q H O H N 0 Z d Q O w 0 7 m LL 3 = � � � ww ~ � 3 N � zcwi w o � v � Zxo U) G r_ m0 � m wJa LU z J HU UP: :3U) J :3 Q1 c7 W OW W 3 � Omaa, > > r2 H J U) W J jn 4 < W 00 W � N • > a � 3 ro WawIL x o � 0° > aw ° x � o z � x � zFm = waai U) IL Yo > L) (.) 3 za � � 3oJzw � aa ' Z W F JLLj V W Q0Q JO o W JmLL' W co X � Oz UO WZQpym � 0LLo� m � ui I� QZo mz U g - waU wm m wF � O z � F- W UzOmZv7oDN a HJZ QO JF U' < U) JOQ > F jz W F Qd' (AZH0 W W 0yw� W O w Z ui a S Q O z O J O O O m v 3 0 V U j z H o a = U z N a P Q z\ a � � m0 ? °OmCL IL °1mx a U) U) wzaa U � � wOo � > c)y m � zrz -' Ja � mo � 3rJJ ~ z � ZO LL VJr2c20aawFaszwaI.- ul W _Z 0 0 U) w U m Q Z r F F 4 Z J O Q O �s Q W J Z G m F z Q > Q Q a K a W O ZU � � zU3g yU ~ F¢F � 0x0 J_ � 00yfnU 0 W 0 LLm LL0 w � W :) Z JQ,- O} W W W D � zN W W NU dN W H J W ILL W aQ. 0 JDww0 JJS O � Z LL W � LL w W ~ 0 � F w W O C) Lu Y z 0 Q m 2 0 0 }F w z 12 >- w J LL F" � > — J wZOm -� � JZ OZOZz a > y } Ux > � a > Q > a' m QFQ > Q W x � UO �Z w IL � 3awi= OJQ2OW WaiCOJQ � ~ mWw xQ aZORw � WwxH7Qw� W w O a > � a Q 2 a U w LL 2 w U LL 0 m 3 m > w m ¢ m w U a w 0 0 x 40 0 m LL (� z E :� _aL sS a �T7 •4' 7 Y Permit Information Date 2/7/2017 Permit Number 1320 Project Name Callan Applicant Name Cathy Callan Applicant Address 710 Hazel Street City, State,Zip Arlington,WA 98223 Contact Ruth Gonzales Phone 425-344-9942 Email gonzalesdesignpartners@hotmail.com Permit Type ZON Site Address 710 Hazel Street Valuation 0.00 Status Applied Permit Issued Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 0 Proposed Use Addition of 542sf second story&addition to the front deck Assigned To Kristin Foster Property Information Owner Information Parcel#:00560500001202 CALLAN GORDON E&CATHY CALLAN GORDON E&CATHY 1811 LAKEWOOD RD 710 HAZEL ST ARLINGTON,WA 98223 Review Date Type Description Target Date Completed Date Assigned To Status 2/7/2017 ZON 2/10/2017 Amy Rusko In Review 2/7/2017 ZON 2/10/2017 Kevin Olander In Review :217/2017 ZON 2/10/2017 Marc Hayes In Review 2/7/2017 ZON 2/10/2017 PW Admin Rev In Review 2/7/2017 ZON 2/10/2017 PW-Sew-Rev In Review 2/7/2017 ZON 2/10/2017 PW-Wat-Rev lin Review Uploaded Files Upload File Date File Uploaded B 2/7/2017 2:43:42 PM 11320 Application.pdf Foster.Kristin 2/7/2017 2:43:42 PM 11320 Site Plan.odf [Foster,Kristin RESIDENTIAL ZONING t VERIFICATION APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE• Arlington, WA 98223• Phone (360) 403-3551 (Please allow 72 hours for review) Project Address:710 Hazel Street-lot 2 City of Arl SP Z-04-030- plat:AFN200406155001 Owner/Applicant: Gordon & Cathy Callan Address: 719 Hazel Street City:Arlington State:WA Zip Code: 98223 Phone: - Email: catlou@frontier.net Describe Proposal (include cross street): Second floor addition and main floor remodel/expansion Please check one: ❑ Single-family dwelling ❑ Duplex ID Addition ❑ Accessory structure 1. Proposed Dimensions: W)22 +/- L) 22 +/- H) 22 +/- Total SF) 542 2. Allowed Lot Coverage: Total Lot Size 7200 SF x 35% = 2520 SF 3. Actual Lot Coverage: (SF of all structures') 2059 _ 7200 (lot size) = 0.285,% 4. Septic Tank? ❑Yes E No Private Well on Site? ❑'Yes ll No 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? 0 if any, please indicate on site plan. 6. Appliances permanently connected to water service may require Cross-Connection-Control. (Check all that applA 0 Fire Sprinkler System Medical Equipment Lawn Sprinkler System Livestock Drinking Tanks I_J Decorative Pond/Fountain Hot Tub Re-circulating Heating System Swimming Pool Other Received - FFR 0 7 2017 Applicant Signature: ""'"'"'"" ""' Date: 02/07/2017 PAD 1Zi70 This square footage should include the footprint area of all structures on the property including:house,garages, sheds,covered patios,and decks permitted by the building code. Rev 04/2013 s �U' -� N `J _A r t � 4 S'si4 I} _ — �j ��Z'E LS1�eEE�" U� • to �Tooc� ODxtnG� mv c� mv Dv m < v � m ovum 3mcnc� v 3a vc < vOm m vDc1 � m � w � Oz � � � tnm7o D O �c ammpmm aryl m � m m O n ; - m < O p z 0 m 0 4 p 0 i 0 < rD < v z z O z z r r O m X 3 n ;Mu>, zcm � cn - < D < atnmp0 nm I � D �nm , �+ Omv �� — oo zr �, m 1 z < -+ — r mzr .i v Ovrao O- m 0M � � < z 30 = Fr � O � vu� 0cvmvmyimAv_ �Nomyz � pmm yp �- z y aWm 'OT � ,> 9 Z 1 o O r mzoxOm Oz D -4 -- -' z0WnmczmC mDmzvQ° = mv � Z33N ,ii � vzcZ Mrs � � OZ � UXMCIzn = -on w -n �m � D3v0 � 1 � C! 0n � Z DT a, 0 mm � � Dz 0 > -V z ic D \zalDyz x30 iicc� 0O gp � nN rOcznmaxvmz � o3 ttnrmz 1 � naz x cam m pC> m coax " y za m � myvmlz0lzvi Xnia zo2m v861v' znp � � pc ' zr � a FNf" mz ; Oznm -i czO .1 34m xm vmr c, r c� zpp Oz0 � � RTO -� pprvDzC 0n z 8x W oxmn mo pra mn mr- imz Nm �3mr � nO � z � cci cO O p � DK Omnw � r � ovi0 ' n D3v D o D m z — p < o i z X m n < v OR o m z D 3 cn D x (nf = 0tnmrz � 0 v � i m6R > m z � yz0v � m mv < �7 f1 moo izz� x � z p � x gm v v � 0 m < - t1 V CnC IWr -1LA0D = n CmI -Ai r mz (aw > m .0 m Co;a0p � � G I cnmv pyvml � z m m -, n � n � yzvovi m v W Vi r = y Received G w z 0 m ZOm � R0 �Z1 mi M m P B 0 7 2017 HNLehtinen Qy� Date f 0 t En entering neerin 4120 Hoyt Ave. Page No. I of Everett,WA 98203 (425)252-2373 PROJECT NAME FA m I L7 PROJECT NUMBER 7 LOCATION �►75LL"���"1 Iv�o� lJ CLIENT 5z4 DESIGN CRITERIA CODE LIVE I,OADS FLOOR SNOW f WIND 11 � !R „�J , SEISMIC l DEAD LOADS ROOF 157 C1'QF WAS � FLOOR 10 SOIL VALUES 1 BEARING �+ 24628 stEx I.ATFRAI, f01VAL F1�' CALL A N _ P�t /-�/� - -- yl DATL: STRUCTURAL ONLY K JURISDICTION ADDMONAL STRUCTURAL ENGINEERING ENGINEER'S SEAL REQUIREMENTS OR CHANGES TO PLANS FOR LATERAL ARE ASSHOWN SHT. LS NOTES,SCHEDULES AND DETAILS PER SHT. LGADS ONLY' UNLESS NOTED Received MAY 0 5 2017 Pulp 1311 r � r, � � HNLehtinen By Date Engineering Page No. of 4120 Hoyt Ave. Everett, WA 98203 (425) 252-2373 SEISMIC, LOAD C> 15TRIBUT-10►-� ASCE 7-10 per Equivalent Lateral Force 12.8-1 in ASCE 7-10 and equation 12.8-2 in ASCE 7-10: Where: _ V = C,W W = effective seisn),ic weight C = SDS s 0/i)CS = seismic response coefficient I = occupancy importance factor = 1 per ASCE 7-10 Section 11.5.1 and Table 1.5-2 R = response modification factor S1Ds = design spectral response acceleration parameter in the short period range Now, per AS 7-10 Table 12.14-1 and equations 12.8-11 and 12.8-12 in ASCE 7-10: 'R= 2 for ordinaiy reinforced masonry shear wall foundation R= 6.54 for framed walls with plywood k.F =CaV I j W Cam, `hr S°S V = CSW = � . Cs = •R wR ( /1 7, I 7 ; SS ^ 122. , 16 F- 1' 2(35MR4 S M5 = Fq S s = I ,0 X 12 2, I e f 22- M iFvSjx �-7� l 7 = o �715 = I) 5 DI 3 C; MI = ? X OiT 5 = 017 3 1 5D5 = ? SMS = ? x l = 0 ��� i '' 1-1NLehtinen By Date 0. En 'neerin Page No. ..-- of 4]20 Hoy( Ave. Everett, WA 98203 (425) 252-2373 Fa 1 C LC)A-D D 1 1 C N. \A) OF "fl-t—F BLDG . 22,x ZZ �"E Er r ECT- CF tIOR)7- , Ito ZK -rc', L CI e�2)- (5, 34 47 7 FT--- C- JOAD D 1) t- (QiC, W -t 01-7 E L t 017.9 (Olk, ,tit ) -i- v, % �--; ,. 0) C D t C)c (b i i i HNI,ehtinen By llate Engineering page No. of 4120 Hoyt Ave. [:verett, WA 98203 (425) 252-2373 VER7 I GA L DISTRIBUTPOO BA&E (A Fx F-4--) Wx h x /Z---w- 1 r --- 'P - 10 0 16 6�0 TOTA L- T C 3/�( - 00, 2- tF-L o OTTV /D 2- 1 Fisr Q(Z-) x 41/Zpt �/O HAM 5 x (ug/2 )� t� 1 1 I HN L,ehtinen Engineering 4120 Hoyt Ave. 'Everett, WA 98203 (425) 2S2-2373 LATERAL BRACING DESIGN WIND: 110 MPN EXP. „ FRF- V(rnph) 110 Ff kF 0"' h(FL). UB 0.5 1 2 50' 23.1 23.1 20.2 19.3 19.3 M-3 L•l 40' 21.5 21,5 18.9 V 18.8 18.7 15.4 19.6 19.6 16.9 09- 18.1 1 .1 15. 20' 17-5. 17.5 15,1 _ 17.2 17.2 1418 15 1G.7 1Fi.7 14.5 16.7 16.7 14.5 EromASCE2-1BEq 27.3-1 e_Lqyssree qZ-40.00Z56Kz Kzt-Kd. V ASCE 7-10 ktz- topographic factor, Kd- directionality factor Table 27.6-1 Kzt=l .Q Part 2: Wind Loads--Walls kd=Q.85 Exposure B �_ X D I R�CT ► O I�l --- . FR,- 7 SPX 6 -- e - t z - J7C FIR-= 17, S FFLR 7, pzF 2 z 8 / I HNLehtinen sy note Engineering 4120 Hoyt Ave. Page No. of Everett, WA 98203 (425) 252-2373 I Gb•Ri i•a-a• F-•,p Cyr _. '=--1 - -- - - - - -- w �oo .i •• I aye — - .._— I I I I K� HNLehtinen By Date Engine Page No. �f 4120 Hoyt Ave. Everett,WA 98203 (425) 252-2373 -V24 2� v f T- ? t S 3 246 I Y� HNL-ehtinen By 2�--- Date ' En 'neering 4120 Hoyt Ave. Page No. of Everett, WA 98203 (425) 252-2373 0 py PFI 2---K r 617 2 Z 3 � �� o HNLehtinen By _ Date Englineering 4 120 Hoyt Ave. Page leg._ of Everett, WA 98203 (425) 252-2373 ShJEAR WALL AND DIAPHGRAM S HEDU E MARK AtLOW MATERIAL_ EDGE NAILING ANCHOR PLATE REMARK LOAD BL_K'G EDGE FIELD BOLTS WAILING RQQf I8Q plf 1 D No _$Mal(6_" d a 12" Min_ std. Flo r_.. 215_ If 3/4'_Q_QX T N D a 1 r d in. std. . W1 2 0 �_!/z" CDX _Yes d a " i�dralll' !/�"(a�q8_�" 16 a 6' Min. std L , Z24 - • Anchor Bolts for foundation only • 3" sq. washers, galvanized. .82 koet:-for.HF# members • 3x members for shear walls > 390 #/ft. 'i� i ... , HNLehtinen By Date Engineering Page No. of 4120 Hoyt Ave. Everett,WA 98203 (425) 252-2373 Muss C&r v y y II i _J�Ale. - 4 �i R'Y' 4fPWMI!% 1-17 Itp) 1©,-04 4;4 't IL I � • I 1 y CD V- -IT- I ,. �: I 1 1 AL,TEAMS AND HEADFRSSNALL DE A r 10(UNO) s SOLID WERAL P .l'ATEROR WIU I FRAMING SHM 4 "TENOR BEARING WAU.FRALq R k 2ABpiC OC NMb)R c OILL SUPPORT AL etlAA6 vT"Pal7; ' bE EQtAAL IAAp711 BAKr) 6 ALL MAPPING IUROWARE TO BE sW/sDN pppybE ALL WyLSAOTURE I ALL CONNECTION$TO PRES871RC tAEJfII�NA1gaRtgyyyl E 10f /7 T h,,. w.....1,auvFrNn Pe.Ptanrgrs /tE Bcbap vo6r�lw.w�caustiB 0 SA A.DOR fM2C11AOk.lO WII IN/(R wy �L�E ��LE fl+177EAY NM:R UP LOCATED AIB�RMAISANP(110ER 1 L OROADF IISVOI WIEAtcot, r.TIDIINI pO1�LAEOaOAlri7a�,�. .,KrA,.".II AIR MnLLC APLIP"IOC TI 114 ATssYL1b���.�Po/MMTNN t%IINTIE AM tr,ALL CLAIt AFFI WN(,'E tOGrTO11L TSlTT v r1�4ARISCA I�e'• fAl7rGOP S I Ii 11 PROVIDE•)G.NAND11All AT SlARA WRN TtAVi.pY Il pMMIR!N.81 DENSE fNl t gNLU1AtIDN V11T11 V/i►ON tWU61 1s Ift"OE ONE LAT'EN BIC rV"R O7bBpARO.F#TM(D ASC FWICi'�AT eeil�eLds KLY-11N uwNO SPACE AMD STAVA E7NUL'TtMAIFWMWO N ARC ?OABWILFINENATEb DOMATUN09tM0E OF SFAEIt OOOsI ML!w"WR 1'LOtNNO ITNOEa 4 bYONL SEAL p pkgyt PER, fBT WMU61/ANATON Ppm.*ft PREF ANDMTINIIO�fA91R Is MAMA fiFNFRRnI INN{RATR7N PPR PRE'C711pTlyE t— (may.W9 eXIED WALLS Iv LIVING SPACE M41 O9JSE BATTrEI N�O�LAT7 a�<•vOF�p� V 1�` 17 •fh}AOE A .W.UAAINNI AT PEIWAETFT15 qr AEI IN'EFIIOp 11E Ru le .9 p 1 1 J 1B rlumDE-W IIANdW AT 067VW 1 STARS WLTN.Aim Ua Nt'Of•Y4UMDRAII VAIN OPFUTPADb Et'8i TNMrMfiltl;b•x►R,y� �•1 tQ - AREAS•10"ABOVE ADJACENT h/ODIT.IVEL OR OIIAIC SN7 OR EATR 0.vINO RRL�r amsaa V ® UPPER FLOOR PLAN NOTES 1 At:IN'AYL MID/lADE1t6 W/ALl 6 i1R10, 7 IA�ER RODS siUlADr1D0 10 St ERE-ttAMurKfIRtED t%USBE'0 ira<ViFA(R FLUORFRMMK)to Nlr rA7W p �RF'sl MIOVNE%'riOPLYVK)OUCVCR rtUEIR rRA1RNG Ol1R Nq M71E•� 4As s :CMILD:OVER ALL VLPP0419 ET7ElAIDR WAIL YRAMWO BItAI L BE L 0 ple'ac IIKT RWMNp WALL FRARLhO MINI SE)•0pte'Ac,1WOI I l "Tmw p WAl l!NA1ANt)LI1A11 Itf:11 Q'0'O L 111NDt ull" T All SELWBLMT/l m%la C7'(OI/AI aYOM NMDI Q —� j t0 AU FRA616601LRIIDYFME IO BE:aAIpeON PRDLOOE Atl RLANAIFACTILRE IIE,pDtefAp®s t OaWrCNMe Iq PREN.gUIIt TREi1tE0 WTUBALL OtM/KN07(L/►[D ALVgL�jAR�0� SLOCIIALL Pl10ELp pETNRfM1lOM eB1E BlO011p loO WTENVAIS-IBIrr&"vgm�%AS S E�LIIAUA fN170 f7G1H110R PRbNDE GLNML77 r GAT MT1RU�t Y T$IRQIIflE 11DAID►T SIf�1001BIEGTEitlip, estib,OOYOhMTION CMLOR yvppOE,INOf�'I OEILCIgR+�WI1ftRATRRY dAOYtUP,CENtRAI1v/OCATEOAT IRTI'ERtIOOL fsE R/0A 7�7 t 7a N PRfN11100Af1EWLMlRAIKw RER PRFSCRATTAT ENFboYOUt1L 11(rAIIREIISYT�AT wAey tYtL r—_- �J 'WD ERfTmIpRYWtLD DF t MNO LPACE _� 16 M OAM SOIWDONLILATION AT"M#EltJtL6Ot A I INTFRIORROOM LUC/ir -WMANORAR At WIM10B StASISWTRI,MAX CJ(TEILLOR�asL O IOIfSl _ .� .1..� ,1,{,`� q.IR(r,rt.)e•IRAIKOILALI WAIT OL,I tINTE]UpR OR ?0M1'N.pa'�1WL GENERAL NOTES LI' [.rTNE LIDS SIOC)UMIN/t/6RACN09W.L 0E NFJLsyt Ctri sET7'(1 010 E NENALERER v Olp is-sI(pNlNLFBM NCI rnO CjTIitFPWD*ON r A• 1�7MiOF4(HALL BE.LOIN dN(U DOLL qE a F-VA oR�77R w.TTL/L P( Z21-,DI PERSCRlPTM MVIC®RIAL BNERGIY COOS "OBMIpltAL NDId- _ 1, f14"It zatm, Uil"HEA )by PRUTAWA CACEIUAIAtAIE TNERU'r COOS }!+ L ::lSNX CONK'M1IN HfATRKI NY PNt1PA1R;TORgp MN L `ALL& 1!<HfRA10dWLATSIN►CR PR6lCfiP71Yk ENEtWvOOOE NEOINtElE1TT0 AT YSA/Is• WALL OLTEWOR WAND OF'IMNG;APACE ANp ht[IOW BASEMFM CHi1NG l p"CMM 8aL`W L5t ION AT`%N`IIEW4OF ALL WrMon RLXIAIS L OIRLIbk AM AT OAS A'PUANCE WCATlolp L SIg"MAQ IANRLE!WWAIkNNU76(!Swnr lgEnINM TAMCWA76t Nb1TO1 WRH fESSIC LRA4110 MIpNMB 4 PRP81111Rf RFlIFI WLVE VAM IRtRAfE TO EAlEippFl,PRESfRrRF TAlst AhC OTEVU>rYPMNV&DRAM 10MERIUR,/g1171ND EiLRETII'6 TD Sl WCA1ED•I�ATF APS7ALLAN.>�IRAD WSEPTALION PAD UILIER WATER NMTEA 6(1tr:TTnC'I tOC""WM UN00'AMICIMSPA:F. WRAP WATER NEATER W INOMAT*g SIANRE/ T- ,=IM WATER INFES W UMICATT/1 AO.A4 L 'JLNt FJU1AUL/rANS WAT7N NFAItN IWKR AND/iSINAEI TD E>L on,i E AI®INSTHa a'r Nat PEIIP/}NCELI u7MWLLR'wM utEe•14�M.L VMN111 MIMSw on, 'gALIt.LTV[Ai`wND AhO A-,-VIPMT/O M NfLIIEO rWACE ORA4FL PROAlTIeDg11144AilOty 1L NEAT%=11 FINAL,E INSULAT®UWM R21NSULATIMAAO EXHIT/91 M CM lNta E WeIAATEb to RI 1i sAT(NOR DOORS SINIL IW WEA111BR S7RRt'ED,CN11A[PFRtRr(T(P ti PRW:OB WWD ItA'Ft.ES AT R00/ICpUNO WtIL)SLECIN:11 1WNi M1•'APIOITArA H.WSULAIION M04L PIE INS FAILED BEHIND PARTITIONS,W OOASCRL ANO M Ito AIIO W WOM., _ AND Pt umnoc 1l WSUTATR)N SHALL BE RIBTAIIID OEILLNU BATN1Uq AM Aa(AAERS tL itAi PEN,MEiFR O/(ME NIr/lW AltdliMr ROM PLUIM 40 no w♦ WALLS, - _ 1L F441M:tNONFpS ANl1lAVA70fUPS w0T1f)Oen FLOW Uft[NS 1 17.rRE57.NR GULL:SE SINPu[D BY VIAIa UN wVHLOW KM"S W FAUN BEiY.OM NF7C"" l IV»AL N(%W NID UINEfI/W11IAM E LPACF,S _ TL pRULAOF NID bbITALL A SINGLE W"C"t O*xr E FAN THAT IB OONTROLLED BY A TUM SET TO OPENA7l'.A LSN.NVU O►L DOUR"PER UA r O 1l RTOPPILOOCIRS 6/W i W tA'AXR GUt TO ALLa'/ACIECIUATEAM IAMIAIPSM TQ MKKE 11OUM*AtNtIl IKW USF OpIION'A'FRESH AU18tlAlt BE.;,iNtuulED UTNIOND t14� 41 AR WrAn.Om Fr AND ROWEA THIT SLO""AiA.I PIE TEb SY A TREH to MCA l JT FOR A Ib1A Ot B NC)UPIN PkR 7A NDLNi PEIry(16 A."r WIPIK"NOLOW FIItALiBT/AN$HALL 1*WNTAIL(U AND U71TRdE'O NA TL1ER SET TO OPEAATS w MN OF s NOIMS IN w:A.OUR PNFJUCO I.iF 1AN TIM p(yl LE RATED AT INA CrM rM A iWp L!OOROT� NINE PIPE PROVIDE FaHALW TAN AT lAUN1WT ANp OATBIOgtt VENT TO FATERIUR • A KITCt"EXHAUST TA"9VLLi BE VSl1/AS WNp(F skoft-lUM OPTIow., v AN PAO%IM PJ O OWAL&11113 CI V iAl pw PART Twu a. WSIRA7PON AND yNyDUA!{ (� II I lum OpTKw 7 PFR WRE-C-TAhF A.• I WAtlg. s a L CONSTRUCTION OLADW- a%PLOM AREA "AOT011• U.n-ow"F"p tOW-k ARGON MAN" RIB OAT,"I WytILA INVIA PIAYFI> V►ER-IS TMMBl MnINSIA WI Aav INAI11 R.jt Im"aL1i:l AtNy1 All Q", Use It",SryO SAr7111./6 p II.aM:*L�O�S R�T(I RATi PI/41'.A71WpAI�.IrC�NYE�U��..IaRSA/'kpllD(IRS Wp N.1R BA IT NIBUI THE CALLAN AZ FAMILY 710 HAZEL STREET ARLINOTON, WASH u GTON �rLLR�•'w •bP a4mIV2010 pa � - "oWnhoN POkMATM T&*a Rg& t ALL WIAW TOM.rQ LAReft •C EQUAL LWWIWR(too o fC 4.°i t.tou,,to A.,mT oElltf(rTEt T -%,w w am A1",'. RAM AT It°c WRT 101R a'T.K 1 y' Wn —Ld"Ab CO EAR D����IN E T.r.IR 301HL at OW DO%, itl All Ctt° • I CAI T. +MfLO � +Oee3.ma`s MIL ,rk � f I • FkwM°i qm ^°�wlMwD�u ` 14'"rOKlt.• RACY A'ti1 A"TQD oE1lfORATEO TgDTt.t< TtcL �oF9l IppL IT,ref+ auve; �A'°�+Rfl� RA xRolao �:w.a,D 12Vft 1 i wfP anoi+ror.w'ftACE wrm 0C y A•D�� IOCAY04 �t "�N�G SWtt a r°W � 11aa6ditF.1 WOW 1°mTOy TIt r.u o" WRSPACEAREA. TyLor rnWent W W4 Ada Yow�an nRNvqt Cyvt PAQ*CCM"At . °O �v ��WAtCN�A"t A�f +�1 t� i1 p 1► TMN1 �pt 7 Topone T ��fttc "j 11 fu�ticrda.Tr;��r°� �oa --- 1 p GENERAL NOTES 1. ALL�RAF"ft IMRX l Arp ICR _ TY.T Ha°411M aQHu 0"`�OZV -a v `1"11 .,�D ^1a4 yl .— _' ��� ET oR°�Y°w4Emao..Tw a a sr�I. •.faa,. Ml A{1tM.f�l7AtNAftp/10fED?t1SRAIfEgrtAtt l 'r } R6StOENCE BLEVATION 'Q `i` t• .] ••It I Al,EAT,R__L*fOHA141. MOTS _t iMW TRIM!!AS 06 Uls & c000FOIG u�ATIRW TO,",,to n•for vIL ° THE nRE PENY(Tpl{M"j; •.II}pp AS,,,�,r T m EI(1 3 TO MATC"Arm TIE Wr0 CIE E7to-VC GI► GEL.. UPPER FLOOR FRAMING PLAN NOTES I1ciC/r r►`f'tf-i� R (5:/N 'YP 2 rµpop,,,,AW'roseVVR)oo It'T���M�t taD ¢y,�� fA.l(Xj S PXIEgifyt A D!I'/.R1fM oVfR WroC eTWA-W4"ARM Air ° 3CA," M II11'T AA,-w`AAVrq sN4a�E .j�vaiN T xxmX)ppCWrnuT at,Tu`,-C s E T�Mam,(VVpfj, ..rt°.a(StO�yA„T t vtRE M.ov.p++aa CE-BE �WAUT°I 7a It�NUNrIT InAuc°PACE AETWE'ER COMCAETE°wAu•A TRnitAt:l NS TO RE r0 fE 81AAPAOR ' A4FE 'Vl�.OHNECTIU/A Tc1.=AyAUpE T =Hl tl,1WrA ROOF FRAMING PLAN l ^+'nrwlls AM HEADERS 10 De AAt° t �A n aa:A O RT°uvcc>rTn1 anom T'�ra.noor T ' • t'ROVI(lt vgeL~AC—UUV HIH4 of 7. 7 WFO Dian Actli ptETEM91HUATt 7lE�exb7-t 5ET Pt AM C�.A 40-Ulu UE Ay r,�Luez mt ° 1'IR11AlA:tAnVEA A Alter ° RaymirMDITAAM.II INAT OOU ArD tEEA141,AMC8owTAQtO,�IChITAOE OT Arne.W/ Igy ftA T mQxAr'. C.N.rAI6Vrcea•° R�0AAARp MTy. RDDr f° "P,. wH OT Ike E7lDrAFER'TI CAtEREDA~ W--cw-w 11 NS7C 00 TgRAAWR To MbTJ10E aAL M urovE DOOR FM JoWftnFFW* 6014LL W Dtllt R W,,M T4C At B-Gb R M Ilrtn/(A/l ATTtC WAIETI h].,mrrK)h m r�A�Ab*-a oft ar TRUSS NOTES Z � A5°P�CC�ID °r iSwAM womCTE l nOpr T RI/D.9E0 DrWl CANR.A yyR*K� °1y ABED WALW L•111AT10ME tO M Ik AT TWIL nIr T M�wm�a;trAlExa _ i rR�IA.041WW EACTURER A rRUM WALL W11 DDVW. ON"-Mrg F. AAAAAIAIUReA/OPROvIpt AiI EA!TK mmftL OAAAf�fa OI TRrAD U1Yllfl aAYl w Cppny jam •mot A� F Tlot4 EMTHE CALLAN TREET FAIMPLy WTON WhGTrr i . „ WALL CONSTRUCTION TABLE R602.3(1)—continued FASTENING SCHEDULE a. Nails are smooth-common,box or deformed shanks except where otherwise stated.Nails used for framing and sheathing connections shall have minimum average bending yield strengths as shown:80 ksi for shank diameter of 0.192 inch(20d common nail),90 ksi for shank diameters larger than 0.142 inch but not larger than 0.177 inch,and 100 ksi for shank diameters of 0.142 inch or less. b. Staples are 16 gage wire and have a minimum'/ib inch on diameter crown width. c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). f. Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 inches on center.Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches on center for minimum 48-inch distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing. g. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253.Fiberboard sheathing shall conform to ASTM C 208. h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking.Blocking of roof or floor sheathing panel edges perpendicular to the framing members need not be provided except as required by other provisions of this code.Floor perimeter shall be supported by framing members or solid blocking. i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,provide two toe nails on one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule.The toe nail on the opposite side of the rafter shall not be required. R602.3.1 Stud size,height and spacing. The size, height Exception: A single top plate used as an alternative to and spacing of studs shall be in accordance with Table a double top plate shall comply with the following: R602.3.(5). 1. The single top plate shall be tied at corners,inter- Exceptions: secting walls, and at in-line splices in straight 1. Utility grade studs shall not be spaced more than wall lines in accordance with Table R602.3.2. 16 inches (406 mm) on center, shall not support 2. The rafters or joists shall be centered over the studs more than a roof and ceiling,and shall not exceed with a tolerance of not more than 1 inch(25 nun). 8 feet(2438 mm)in height for exterior walls and 3. Omission of the top plate is permitted over headers load-bearing walls or 10 feet(3048 mm)for inte- where the headers are adequately tied to adjacent rior nonload-bearing walls. wall sections in accordance with Table R602.3.2. - 2. Where snow loads are less than or equal to 25 R602.3.3 Bearing studs. Where joists, trusses or rafters pounds per square foot(1.2 kPa), and the ultimate are spaced more than 16 inches (406 mm.) on center and design wind speed is less than or equal to 130 mph the bearing studs below are spaced 24 inches(610 mm)on (58.1 m/s), 2-inch by 6-inch (38 mm by 14 mm) center,such members shall bear within 5 inches(127 mm) studs supporting a roof load with not more than 6 of the studs beneath. feet (1829 mm) of tributary length shall have a Exceptions: maximum height of 18 feet (5486 mm) where spaced at 16 inches(406 mm)on center,or 20 feet 1. The top plates are two 2-inch by 6-inch (38 mm by 140 mm) or two 3-inch by 4-inch (64 mm by (6096 mm)where spaced at 12 inches(304.8 mm) on center. Studs shall be minimum No. 2 grade 89 mm)members. lumber. 2. A third top plate is installed. R602.3.2 Top plate.Wood stud walls shall be capped with 3. Solid blocking equal in size to the studs is a double top plate installed to provide overlapping at cor- installed to reinforce the double top plate. ners and intersections with bearing partitions.End joints in R602.3.4 Bottom (sole) plate. Studs shall have full bear- top plates shall be offset not less than 24 inches(610 mm). ing on a nominal 2-by (51 mm) or larger plate or sill hav- Joints in plates need not occur over studs.Plates shall be not ing a width not less than to the width of the studs. less than 2-inches (51 mm) nominal thickness and have a width not less than the width of the studs. 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