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2005, 12-07 Permit App: 05004530 Duplex " Project Number: 05004530 Inv: 1 Application Date: 12/07/2005 Page 1 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: DUPLEX W/ATTACHED GARAGE-GAS Contact: BLEW'S CONSTRUCTION,INC Address: 4810 S MORROW PARK RD C-S-Z: SPOKANE WA 99206 Setbacks: Front Left: Right: Rear: Phone: (509)928-6227 Group Name: Site Information Project Name: Plat Key: Name: RANGE District: West Parcel Number: 45221.9030 Block: 1 Lot: 2 SiteAddress: 13105 E 3RD AVE Owner:Name: BLEW'S CONSTRUCTION Address: 4810 S MORROW PARK Location::CSV SPOKANE VALLEY,WA 99206 Zoning: UR-3.5 Urban Residential 3.5 Water District: Hold: ❑ Area: 0 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: wawa s Review Site Plan Review Released B Originally Released: 12/07/2005 By: KKENDAL Plan Review Originally Released: 12/07/2005 By: TMELBOU Approach/Drainage Released By: Originally Released: 12/07/2005 By: cjjanssen Sewer Review Released By: Operator: CJJ Printed By: CJJ Print Date: 12/07/2005 ' Project Number: 05004530 Inv: 1 Application Date: 12/07/2005 Page 2 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Approach Contractor: BLEW'S CONSTRUCTION INC Firm: BLEWS CONSTRUCTION INC Address: 4810 S MORROW PARK Phone: (509)928-6227 SPOKANE WA 99206 Item Description Units Unit Desc Fee Amount APPROACH INSPECTION 1 NUMBER OF $25.00 CONST IN ROW-APPROACH 1 NUMBER OF $25.00 Permit Total Fees: $50.00 Building Permit — Contractor: BLEW'S CONSTRUCTION INC Firm: BLEWS CONSTRUCTION INC Address: 4810 S MORROW PARK Phone: (509)928-6227 SPOKANE WA 99206 This Application: Total Project: DescriptionGrp Type Notes Sq Ft Valuation Sq Ft Valuation 2ND FLOOR R-3 VB 595 $44,434.60 595 $44,434.60 DECK R-3 VB 55 $825.00 55 $825.00 GARAGE U-1 VB 466 $8,854.00 466 $8,854.00 RESIDENCE R-3 VB 950 $70,946.00 950 $70,946.00 Totals: 2,066 $125,059.60 2,066 $125,059.60 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $1,139.35 STATE SURCHARGE 1 SELECT $4.50 RESIDENTIAL PLAN REVIEW 1 SELECT $455.74 Permit Total Fees: $1,599.59 Mechanical Permit Contractor: KELLER HEATING Firm: KELLER HEATING Address: 7402 E 8TH AVE Phone: (509)926-3551 SPOKANE,WA 99212 Item Description Units Unit Desc Fee Amount DUCT SYSTEMS 1 NUMBER OF $10.00 GAS WATER HEATER 1 NUMBER OF $10.00 GAS APPLIANCE<=100,000BTU 1 NUMBER OF $12.00 GAS PIPING 2 #OF UNITS $2.00 VENTILATING FANS 4 NUMBER OF $40.00 Permit Total Fees: $74.00 Operator: CJJ Printed By: CJJ Print Date: 12/07/2005 ' Project Number: 05004530 Inv: 1 Application Date: 12/07/2005 Page 3 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Plumbing Permit Contractor: WEST ONE PLUMBING Firm: WEST ONE PLUMBING Address: 3152 MOUNTAIN VIEW RD Phone: (509)935-0393 CHEWELAH,WA 99109 Item Description Units Unit Desc Fee Amount TOILETSBIDETS 2 NUMBER OF $12.00 SINKS 5 NUMBER OF $30.00 SHOWERS 2 NUMBER OF $12.00 DISH WASHERS 1 NUMBER OF $6.00 GARBAGE DISPOSAL 1 NUMBER OF $6.00 CLOTHES WASHER 1 NUMBER OF $6.00 CROSS CONNECTION DEVICES 1 NUMBER OF $6.00 WATER PIPING-DWV 1 NUMBER OF $6.00 WATER USING DEVICES 3 NUMBER OF $18.00 Permit Total Fees: $102.00 Notes: :..: _ 4.-- -,,,,LwaA.Effnmassimmwm, Ammo Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Approach $50.00 $50.00 $0.00 $50.00 Building Permit $1,599.59 $1,599.59 $0.00 $1,599.59 Mechanical Permit $74.00 $74.00 $0.00 $74.00 Plumbing Permit $102.00 $102.00 $0.00 $102.00 $1,825.59 $1,825.59 $0.00 $1,825.59 Disclaimer: Submittal of this application certifies the owner(or person(s)authorized by the owner)has both examined and finds the information contained within to be true and correct,and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for,or an approval of,any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: CJJ Printed By: CJJ Print Date: 12/07/2005 A 11/18/2005 08:52 5099285723 BLEWS CONSTRUCTION I PAGE 02 ' - I610S _ O S- k21 � ;x,310 s_ OS-43[) Permit Center D iF� (G I L,•,i `�. E i.�-, „, I J PERMIT NUMBER: e 11707 IJ Sprague Ave,Sui Spokane Valley,WA 992 PERMIT FEE: (509)688-0036 FAX: (509 -0037 Community Development www.apokanevalic .or>.co ) 1 Residential Construction k ew Construction o Accessory Bldg Permit Application ❑ Addition/Remodel ❑ Deck I ther: [i u. Le-x SITE ADDRESS 3 i ti•; i'�i OS" C.; : e • +r _J 4-2— A)re iL ASSESSORS PARCEL NO: `._4 S 22.1 . c CLEGAL DESCRIPTION: En,E, 'it/ lei Z-L LC 4V .s•144l t'.w..^, Building owner Contractor f L -i C).4.<—&-1 //r,, ;..._v.,.. Name: P.,1; < Cc tS i2;. d,:wz S Name: _. . Address: 5 `Lk/O ( 16rre,z.,) PAa-ft 1. �.� Address: 5, tifkiC1 new-rte.,; ,' p `...Ed. City: 5pt- .. Zip: f J 2O(9 • City: „Spin, Zip: CI in Phone: ti rQS—14,4`7 Fax: q - - c43 Phone: q --C�4Z'7 _. Fax; CId4'-4'"7z" .., Lie No: Elie t,. sc-.f•I`I(L C'1Exp.Date: c1`il. C.. 2-C Y)C•. Contact Person City Business Lic No: (00-6_23 2 I Name: aikrrT Phone: — q Describe the scope of work in detail: Cost of Project: $Z o -,(,:i&i. r N,,,.) (e. (u=I T /'/L.- .S'�1�- 16IL4p iiiat fty Ferri) 4-:n: f) ezA4„1L_ S1-0%,,....., , Lr.,,to� S��i✓y<l_ / C',,,,,,,:.-.i•i eb.‘ Cefr•F **************The followin MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSIONS: A #OF STORIES: / TOTAL HABITABLE SPACE: '_� " C,C) xSZ'y / f st 3 a MAIN FLOOR TO SQ. 2" FLOOR SQ_ FTG: UNFIN BASEMENT SQ_ FTG: IMPERVIOUS SURFACE FTG: `O (� AREA: ly In FINISHED BASEMENT GARAGE SQ. F ' DECK/COV. PATIO SQ. FTG: 30%SLOPES ON SQ_ FTG: t '/3 / • // d PROPERTY: (\r, #OF BEDROOMS: CONSTR CTION TYPE: HEAT SOURCE: SEWER OR SEPTIC? t 40.fl -re. ...-- C/A--- GrA-s �e..-- DISCLAIMER The permitee verifies,acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a dwelling,the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done In full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal,state or local laws,codes or ordinances.6) Plans or additional information may be required to be submitted,and subsequently approved before this application can be processed_ Signature \, --- Date /1-(4t.---0.5-- Method of Payment: (Faxed permit applications will only be accepted with major bankcard) ❑ Cash ❑ Check ❑ Mastercard El VISA ❑ Other Bankcard#: Expires: V1N#: Authorized Signature: REVISED 8/2512005 �_ Permit Center P ' pjje l 1707 E Sprague Ave,Suite,106 PERMIT NUMBER: Valley Spokane Valley,WA 99206 (509)688-0036 FAX:(509)688-0037 PERMIT FEE: Community Development www.spokanevalley.ore.com Plumbing Permit Application ❑ Commercial • ❑ Residential SITE ADDRESS: i"3 I Or; 'l+' l 3 im— F -;- 4.)e Building owner Name: A ii.'4.:;:; 0. ,"Th.-: 440(\k s Phone: ti 4k- Cf 1,22.-) Fax: d— c713 Address: 5 1-i tri f+'fu r+'= f'._ at.i City: 5 S State: Loic. Zip: Kt ej 3-r,(c Contractor Name: (Al.)usi— elm Pi(,,,,,to,. Phone: 5-"cie,-c1 S`,-C/'rtl'2 Fax: 50 et? -et3S—C'i7y. Address: "71r)1 (1 IR�,e.,ki `ir. City: C'_.l�4,,.$)t•1-. State: ( )ct. Zip: oliocf License No: IGO EST-OP- F r+;•z,1 P,. City Business License No: (,)tyZ_3"L ej 2 Z.-- Name: Name: f-1-0 i k, Phone: SOS—Ci S``- P3/3, DESCRIPTION OF WORK _ #OF UNITS X COST = TOTAL AMOUNT 1 TOILETS WATER CLOSET,BIDETS G( X $6.00 = „) 1 _ 2 URINALS X $6.00 = 3 TUBS X $6.00 = 4 SHOWERS(PER TRAP) BATH,STALL,ON-SITE BUILT °'/ X $6.00 = (.71Y LAYS/BASINS,BAR,FLOOR,KITCHEN, 5 SINKS LAUNDRY,UTILITY,JANITOR,PHOTO, X $6.00 = X-RAY,FOOD,PREP/CULINARY MEAT 10 (o C, 6 DISHWASHER Z X $6.00 = / 2. 7 CLOTHES WASHER Z X $6.00 = _ / 2.- 8 GARBAGE DISPOSAL 2- X $6.00 = iZ. 9 WATER SOFTENER X $6.00 = 10 ELECTRIC HOT WATER TANK NOTE: IF GAS,SEE MECHANICAL X $6.00 = 11 FLOOR DRAINS AREA,CASE,COIL,TRENCH,CONDENSATE X $6.00 = ROOF DRAINS/OVERFLOW 12 DRAINS X $6.00 = 13 FOUNTAINS,DRINKING X $6.00 = WATER PIPING/DRAIN-IN WASTE, NSTALLATION,ALTERATION,REPAIR, 14 VENT,PLUMBING,REVERSAL REVERSALS 1 X $6.00 , = i 2- 15 SEWAGE EJECTOR GRINDER,SUMP PUMP X $6.00 = ICE AN/OR COFFEE MAKER,HOSE BIB, 16 WATER USING DEVICE STEAMER X $6.00 = PROOFER,CARBONATOR,SWAMP COOLER e 3 VACUUM BREAKER,CHECK VALVE, 17 CROSS CONNECTION DEVICE AND R.P.B.P.D.FOR: VATS,TANKS,BOILERS Z X $6.00 = f L GREASE TRAP,SAND TRAP, 18 INTERCEPTORS CHEMICAL HOLDING TANK X $6.00 = 19 MEDICAL GAS(per outlet) NITROUS,OXYGEN X $6.00 = MISCELLANEOUS PLUMBING 20 FIXTURE X $6.00 = 21 PRIVATE SEWAGE DISPOSAUSYS X $20.00 = INDUSTRIAL WASTE 22 INTERCEPTOR X $15.00 = SUBTOTAL METHOD OF PAYMENT: 2C LI PROCESSING FEE 0 CASH 0 CHECK 0 VISA 0 MASTERCARD $35.00 Card# EXPIRES: TOTAL PERMIT FEE DUE: 3c1 AUTHORIZED SIGNATURE: REVISED 8/26/05 Permit Center . Sf o"-kane 11707 E Sprague Ave,Suite 106 PERMIT NUMBER: j Valley Spokane Valley,WA 99206 . (509)688-0036 FAX:(509)688-0037 PERMIT FEE: Community Development www.sookane\allev.ora.com _ Mechanical Permit Application n Commercial . •__ Residential SITE ADDRESS: ,3%C-''3 c6' /Live; g,' rI 19-1)-t Building owner Name: ,17- is L. .: Cc.cr?:,,, /4.....,-#.5 Phone: Fax: Address: City: State: Zip: Contractor Name: V O ill,,i 1-4,1 f: Phone: c\a(2, 3 S 1 Fax: et d �:--31( Address: 1 Lt 0 r- /-- `' City: j•`so State: (.Jj. Zip: Ct el e}I L. License No: V,e 1`it.OE eto'3'1t City Business License No: Contact Name: A is t ./ Phone: ea ti,..1 S•-)-I DESCRIPTION OF WORK #OF UNITS X COST = TOTAL AMOUNT 1 FUEL BURNING APPLIANCE Equal to or less than 100,000 z X $12.00 = 44/ 2 FUEL BURNING APPLIANCE More than 100,000 X $15.00 = 3 UNLISTED APPLIANCE(Additional Fee) Equal to or less than 400,000 X $50.00 = 4 UNLISTED APPLIANCE(Additional Fee) More than 400,000 X $100.00 = 5 USED APPLIANCE(WSEC min.AFUE rating) Equal to or less than 400,000 X $50.00 = 6 USED APPLIANCE(WSEC min.AFUE rating) More than 400,000 X $100.00 = 7 BOILER/REFRIGERATION 1-100M BTU X $12.00 = 8 BOILER/REFRIGERATION 101-500M BTU X $20.00 = 9 BOILER/REFRIGERATION 501-1,000M BTU X $25.00 = 10 BOILER/REFRIGERATION 1,001-1,750M BTU X $35.00 = 11 BOILER/REFRIGERATION More than 1,75DM BTU X $60.00 = 12 GAS LOG,GAS INSERT,GAS FIREPLACE X $10.00 = 13 RANGE X $10.00 = 14 DRYER X $10.00 = 15 FUEL BURNING WATER HEATER �. X $10.00 = ?C' 16 MISC.FUEL BURNING APPLIANCE X $10.00 = 17 GAS PIPING(each outlet) X $1.00 = c_/ 18 DUCT SYSTEMS 2- X $10.00 = -G 19 VENTILATING FANS X $10.00 = et 20 AIR HANDLER(DOES NOT include ducting) Equal to or less than 10,000 CFM X $12.00 = 21 AIR HANDLER(DOES NOT include ducting) Greater than 10,000 CFM X $15.00 = 22 EVAPORATIVE COOLERS X $10.00 = 23 TYPE I HOOD X $50.00 = 24 TYPE II HOOD X $10.00 = 25 HEAT PUMP/AIR CONDITIONER 0-3 TON X $12.00 = 26 AIR CONDITIONER 3-15 TON X $20.00 = 27 AIR CONDITIONER 15-30 TON X $25.00 = 28 AIR CONDITIONER 30-50 TON X $35.00 = 29 AIR CONDITIONER More than 50 TON X $60.00 = 30 LPG STORAGE TANK X $10.00 = 31 WOOD OR PELLET STOVE/INSERT X $10.00 = 32 WOOD STOVE-FREE STANDING X $25.00 = 33 REPAIR&ADDITIONS X $15.00 = 34 VENTILATION SYSTEMS X $12.00 = 35 VENTILATION MECHANICAL EXHAUST X $12.00 = 36 INCINERATOR-RESIDENCE X $19.00 = 37 INCINERATOR-COMMERCIAL X $22.00 = METHOD OF PAYMENT: SUBTOTAL PIP) " ❑CASH ❑CHECK 0 VISA 0 MC DATE: PROCESSING FEE $35.00 CARD#: EXPIRES: TOTAL PERMIT FEE DUE: AUTHORIZED SIGNATURE: REVISED 8/26/05 2--/i--' i csn , 1 cI i , -1 -Z----- 1 (._'_ ci , ,rt. .,.,0, _ PiltRZJI_ Z-62.2-i,. 3(-) i . . _ tc, ! 1 C.1 ! I i , i , 1 . . i 1 _ 1 .. ,,...- . I , I i i 1 , PLAN ING DENT. APPROVED , , , , , BY. f i i , i , I RECEIVED DATE. / e- , 2005 i L:kv•,4 t!e 57:,41-t, c-1 1 i 6,4Se.4e.-T 2ee ,le.- Co919 i 7 ei ' ' :J.'I ME j i ci,. 1 1/ A't4 A I r- 0 ..-• CO ,4 P 4-P .27/-) 6,Mexre 0) I $ _ . 47 .". i 0 t.-f( z. . 1 .? t i , ,.... 1 i : .. r o - IZ.z. :)‘ i,..„...----- Li } , * .,.4t., , ... __... , -h—*-- yo a ....r _____ ' Al 05C.APC I I ,,,,— ., r) .. I is • 51 1 . 4 . — 15 PLAN G laiT. AFPRO),ED ,..•„ . -a (VAL •,!,--- C‘Li 2, 5-C" ... . i. ..4.. . c' ' F'S — i t•— ", km': '•T tl .0 DAT • 12- 6 6(3 cz •/ I' , • I -... - tql Itl' 'L*--. 2.C't . ' -7 Q-1,244) ' ...,..- . , ,• "1- • • -5,4,I ,t j ArG,it- ) A%**------- ' - - - - - - - e 1 — — — — 1— i i T . 2,-.:.2.C; bl=i viz_ IYI.,•iN)c — L.. — -- — •73 ai:-7 -•1 ; — —35-7- — — — c 13to3 e; A rd t3 i cs- 1 7, I. t.liLII f.L) -, '1005 3-PA° AV CV)tA.E :()M.M;.)PLI!TV'17,1-:•.v :i k• / /e° GENERAL STRUCTURAL NOTES GENERAL. THE STRUCTURAL CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. n".THE STRUCTURE IS DESIGNED TO BE A STABLE UNIT AS A COMPLETED WHOLE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DESIGN, ERECT AND INSPECT TEMPORARY SHORES, BRACES, ETCETERA TO SUPPORT THE STRUCTURE AGAINST ALL ANTICIPATED LOADS INCLUDING GRAVITY, WIND AND LATERAL EARTH PRESSURE UNTIL ITS COMPLETION. OBSERVATION VISITS TO THE SITE BY THE DESIGNER SHALL NOT INCLUDE INSPECTION OF THESE METHODS OF CONSTRUCTION. CONSTRUCTION MATERIAL ��t34 F°SHALL BE PLACED ON FRAMED ROOFS AND FLOORS SUCH THAT THE DESIGN LIVE LOADS ARE NOT EXCEEDED. u As"�ry(/. ,- THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS PRIOR TO STARTING CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THEDESIGNER. WORKMANSHIP AND MATERIALS SHALL COMPLY WITH THE LATEST EDITIONS OF THE INTERNATIONAL BUILDING CODE AND TESTING STANDARDS, NOTES AND :4 �tJ, "'DETAILS ON THE DRAWINGS TAKE PRECEDENCE OVER THE GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO SPECIFIC DETAILS ARE SHOWN, °0 .CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. 'TYPICAL' DETAILS ARE NOT FLAGGED ON THE DRAWINGS, BUT APPLY UNLESS NOTED OTHERWISE. � 1ALL STRUCTURAL ENGINEERING DESIGN PROVIDED BY OTHERS SHALL BE SUBMITTED FOR REVIEW AND SHALL BEAR THE SEAL OF A CIVIL OR STRUCTURAL ENGINEER :-t`, `' 'REGISTERED IN THE STATE IN WHICH THE PROJECT IS LOCATED. reCODE. 2003 EDITION OF THE INTERNATIONAL BUILDING CODE. DESIGN LOADS. ROOF SNOW LOAD = 0.019 PSF NORMALIZED GROUND SNOW (MINIMUM BASE ELEVATION = 2100 FT., EXPOSURE FACTOR, Ce = 1.0, THERMAL FACTOR = 1.0,ROOF LOAD CONVERSION FACTOR = 0.7). ROOF DEAD LOAD = 20 PSF, FLOOR LIVE LOAD = 40 PSF. FLOOR DEAD LOAD = 15 PSF. WIND. BASIC WIND SPEED = 85 ,. �� 'o bMPH THREE SECOND GUST) EXPOSURE 'C') IMPORTANCE FACTOR 1.0. SEISMIC. 33Xg AT 0.2 SECOND, 10%g AT 1.0 SECOND SPECTRAL RESPONSE) SITE CLASS D) SEISMIC -USE GROUP I, V = 15.7 KIPS.. - WOOD• GENERAL. DO NOT NOTCH OR DRILL JOISTS, BEAMS OR LOAD BEARING STUDS WITHOUT PRIOR APPROVAL OF THE DESIGNER. DOUBLE UP FLOOR JOISTS UNDERPARTITIONS. PROVIDE 1X3 OR METAL CROSS BRIDGING AT MIDSPAN OF ALL DIMENSIONAL LUMBER JOISTS. DOUBLE UP STUDS AT JAMBS AND UNDER BEAMS IN -".,5`"BEARING WALLS. F'OVIDE 2X SOLID BLOCKING AT MID-HEIGHT OF LOAD BEARING STUD WALLS. ALL NAILING NOT NOTED SHALL BE IN ACCORDANCE WITH TABLE A1.vt'2304.9.1 OF THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE. ALL FRAMING ANCHORS AND CONNECTORS SHALL BE AS MANUFACTURED BY SIMPSONT Platt ._:COMPANY OR OTHER APPROVED EQUAL WITH ICC CERTIFICATION. ALL NAIL HOLES IN FRAMING ANCHORS AND CONNECTORS SHALL BE FILLED WITH NAILS PER op --' •-,,MANUFACTURERS PUBLISHED NAIL SIZES. — rLk Z o0WOOD STUD WALLS• USE 2X6 EXTERIOR WALL STUDS AND 2X4 INTERIOR WALL STUDS AT 2'-0' ON CENTER TYPICAL UNLESS NOTED OTHERWISE ON PLANS. GABLE End Y���Y 1d�.� ®. ,.- .END WALLS MUST BE FRAMED WITH CONTINUOUS FULL HEIGHT STUDS FROM FLOOR TO UNDERSIDE OF ROOF SHEATHING. WOOD PLATE ANCHORS SHALL BE SIMPSON Nails1 LMA4, LMA6, MASB OR 1/2' DIAMETER A307 J-BOLTS EMBEDDED 5' MINIMUM PLACED NOT TO EXCEED 6'-0' ON CENTER UNLESS NOTED OTHERWISE. ANCHORS SHALL BE �!; .�W` BeanPLACED AT ALL JAMBS, CORNERS, INTERSECTIONS AND WALL ENDS. ALL BOTTOM PLATES SHALL HAVE A MINIMUM OF TWO ANCHORS. ALL FOUNDATION PLATES OR Typical] Kln Trlwmer SILLS AND SLEEPERS ON A CONCRETE SLAB, WHICH IS IN DIRECT CONTACT WITH THE EARTH, AND SILLS WHICH REST ON CONCRETE OR MASONRY FOUNDATIONS, SHALL Stud Stud-��...or Jack FlushBE PRESSURE TREATED WOOD IN ACCORDANCE WITH AWPB SPECIFICATION NUMBER LP-22 FOR ABOVE GROUND CONTACT. Framin DESIGNED TOED PPORT PLATE WOOD EIGHT P. DESIGN, MPOSIDATE AND DERECTLIV IN ACCORDANCE WITH TRUSS PLATE IU TIRAEL NOTES. OS.V ABLL DRFRAMI SHALL BE I�-- –�I � Studg(1 min>DESIGNED TO SUPPORT THEIR OWN WEIGHT PLUS SUPERIMPOSED DEAD AND LIVE LOADS STATED IN THE GENERAL STRUCTURAL NOTES. OVERBUILD FRAMING MUST BE _ _ -._._ Issue DateCONSTRUCTED USING 2X6 NUMBER TWO DOUGLAS FIR-LARCH PURLINS PARALLEL TO TRUSSES BELOW AND SUPPORTED BY PONY WALLS AS REQUIRED TO LIMIT MAXIMUM •__ __ __i SPANS TO 10'-0' UNLESS ALTERNATE DESIGN IS PROVIDED BY THE TRUSS MANUFACTURER. SOlid ! Sill Cr�Criple GABLE END TRUSSES MAY BE USED IN LIEU OF FULL HEIGHT STUDS ONLY WHERE APPROVED BY THE DESIGNER, SUBMIT CALCULATIONS FOR ALL APPLICABLE _ _ VERTICAL AND LATERAL LOADS. PROVIDE DETAILS AS REQUIRED FOR TRANSMITTING DIAPHRAGM SHEARS AND RESISITNG LATERAL LOADS AT BOTTOM CHORD INCLUDING Blocking I� Bolted ���a���� LOADS IMPOSED BY WALL FRAMING. Edge Strap Holdown eN'Ii0 vest THE MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR REVIEW PRIOR TO FABRICATION. PROVIDE DESIGN CALCULATIONS BY A CIVIL OR �/Nailing - HOldmYn� Anchor , STRUCTURAL ENGINEER REGISTERED IN THE STATE IN WHICH THE PROJECT IS LOCATED. CALCULATIONS SHALL INCLUDE DEFLECTION AND CAMBER REQUIREMENTS. / Sump Bolt rand Inc. FRAMING LUMBER. ALL STUDS, LEDGERS AND PLATES CONSISTING OF 2X, 3X OR 4X MEMBERS -- STUD GRADE SPRUCE-PINE-FIR, HEM-FIR OR DOUGLAS FIR-LARCH, A Or7 ,1 Teplo Office Center,Green Flag Bolding BASIC Fb = 675 PSI, Fv = 70 PSI, E = 1,200,000 PSI, Fc// = 675 PSI) ALL JOISTS AND BEAMS CONSISTING OF 2X, 3X OR 4X MEMBERS -- NUMBER TWO DOUGLAS _ -r/ � t 104 South Freya Street,&ate 110-F,Spokane,WA 99202 FIR-LARCH, BASIC Fb = 875 PSI, Fv = 95 PSI, E = 1,600,000 PSI, Fc// = 1300 PSI) ALL JOISTS, BEAMS AND LEDGERS CONSISTING OF 6X OR LARGER MEMBERS -- Intermediate Slit i509)532-1532 voice.Fax end Cell NUMBER ONE DOUGLAS FIR-LARCH TIMBER, BASIC Fb = 1350 PSI, Fv = 65 PSI, E = 1,600,000 PSI, Fc// = 925 PSI) ALL POSTS, STUDS AND COLUMNS CONSISTING OF Nailing Plate 6X OR LARGER MEMBERS -- NUMBER ONE HEM-FIR TIMBER, BASIC Fb = 925 PSI, Fv = 70 PSI, E = 1,300,000 PSI, Fc// = 850 PSI. FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THE GRADING RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION OR THE WEST COAST LUMBER © , , = ', , GENERAL NOTES INSPECTIONS BUREAU. ALL SAWN LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED GRADING AGENCY. MOISTURE CONTENT SHALL NOT EXCEED 19%. STRUCTURAL SHEATHING OR PLYWOOD. ROOF - APA RATED SHEATHING THICKNESS = 1/2' MINIMUM, PLYWOOD THICKNESS = 15/32' MINIMUM, SPAN RATING = 32/16, A N D PANEL EDGE NAILING = 8d AT 6' ON CENTER, INTERMEDIATE MEMBER NAILING = 8d AT 1'-0' ON CENTER) FLOOR - APA RATED SHEATHING THICKNESS = 5/8' MINIMUM, PLYWOOD THICKNESS = 19/32' MINIMUM, SPAN RATING = 40/20, PANEL EDGE NAILING = l0d AT 6' ON CENTER, INTERMEDIATE MEMBER NAILING = l0d AT 10' DETAILS ON CENTER) EXTERIOR WALLS - APA RATED SHEATHING THICKNESS = 3/8' MINIMUM, PLYWOOD THICKNESS = 3/8' MINIMUM, SPAN RATING = 24/0, PANEL EDGE NAILING = 8d AT 6' ON CENTER, INTERMEDIATE MEMBER NAILING = 8d AT 1'-0' ON CENTER. ALL STRUCTURAL SHEATHING SHALL BE APA RATED SHEATHING WITH AN EXTERIOR OR EXPOSURE ONE DURABILITY CLASSIFICATION AND SHALL BEAR THE STAMP OF AN APPROVED TESTING AGENCY. LAY UP FLOOR AND ROOF WITH THE LONG DIMENSION PERPENDICULAR TO SUPPORTS. ON ROOFS WHERE PANEL IS LAID UP WITH THE LONG DIMENSION PARALLEL TO SUPPORTS, USE PANELS WITH A MINIMUM OF FIVE PLYS STAGGER JOINTS. ALL NAILING SHALL BE COMMON NAILS. PLAN B 13103 and 13105 - East Third Avenue, Spokane Valley, Washington L(P,oj.,,r Sheet005308 ebruary 1, 2006 S 1 / 1,4........., /4' 1' - 0' .81 (---- 7'W 7'w 7'W 7'w Structural Note Schedule. CI 2-2x4, 4x4, 2-2x6 or 4x6 Number Two Douglas f "4.****\ Fir-Larch, 6x6 Number One Hem-Fir Timber, 3 1/8'x3 6' 6' 6' 6' 6' 6' 1/8' or 3 1/8'x5 1/8. 24F-V8 DF/DF Glu-Lam or 3 r _ 1/2'x3 1/2' or 3 1/2'x5 1/4' 1.8E Parallam PSL ", 1 pfS „ --� _.. Post. Fasten to framing belowilswith Simpson L'' i f i r Lost Faswith 7-IOd common noes minimumInto both �Y1 post above and post, beam or wallstuds below.tch ,44. WJIIS(�,` f , Cl I ® Ci post dimensions wand conneor ctionsst ethrnt to ough framing ut.,V _ MC 'S ,y levels to post or foundation below. Fasten to � 4' �1,c foundation with Simpson PAHD42 or HTT31,HD2A, r..,"'"1, •`r -' 3 PHD2-SDS3, HDC5/22-SDS2.5 or HDC5/4-SDS2.5 h ti t / 3 3 attached to 5/8' diameter A307 hooked anchor - rod or threaded rod embedded 5'minimum with M Simpson AT, ET or SET or Hlltl HIT HYI50 adhesive, Wood Sheathed Wail Surfaces �:��• O Z° � , �O 6' Provide 3/8' minimum CDX plywood or APA rated � . 2961 � SII 3 3 wall. sheathing with face grain perpendicular to a 0G y� studs full height of all indicated walls. Provide d•‘,..` l''�C'lG�IrS�.T,r 2x6 minimum studs at 2'-0' maximum on center with -�+iJ I1��� solid blocking at all horizontal sheathing panel edges.3 3 plates and allnsidF sheathing to studs,Inluded blocking, him i'>,- indicated wall length with 8d common nails at 6' on ,:,�.. r r` center at panel edges and 1'-0' on center et '-`f,r. intermediate studs. Fasten bottom plate to floor .,. I.. - *2..0 O-) framing with 16d common nails at 8' on center. Fasten bottom plate to foundation with Simpson HAS,MASE, LMA6 or 1/2' diameter by 4' minimum embeddment hooked A307 anchor rods, threaded _ rods with Simpson AT, ET or SET 3' " o HIT HY330 Interior i and GravityLoad adhesive or Simpson Tlten HD at 3'-0' on center. 'Te��LY.'w, 2' Increase framing to 2-2x 11.4x minimum at all No. Revision/Issue Date lathers. ® edges. Decrease panel edge nailoocing to 2' an Cl Cl center at panel edges. Decreanchor spacing Cl to 1'-4' on center. Gypsum Sheathed Wall Surfaces, 7'W Provide 1/2' minimum gypsum wall sheathing Wand full height of all indicated walls, Provide 2x4 3 3 ( 3 minimum studs at 2'-0' maximum on center, Fasten ,UI'Ihwc 411 3 gypsum to studs, plates and ail sides of openingsc IBS in eerie . 11111C.w included within indicated wall length with 5d N a �° I-- t` n n wallboard nails at 7' on center at panel edges Tapia Office Center,Green Flag Budding and 1'-0' on cen',_r at intermediate studs. 104 South Freya Street,Suite 110-F,Spokane,WA 99202 Fasten bottom plate to floor framing with 16d -y 1 532-1532 voice.Fax end Cel I common nails at 1'-0' on center. Fasten bcn 4 to } plate to foundation with Simpson HAS, MASE, LMA4, 03 LMA6 or 1/2' diameter by 4' minimum embeddment 4:3) \o. 1 9 ® C1 hooked A307 anchor rods, threaded rods with FIRST STORY 7•W 1 7'W 7•W 7'W C1 Simpson AT, ET or SET or Hilti HIT HY150 adhesive —-- - or Simpson Titen HD at 4'-0' on center. ` ]'w 7•W 7•W 7'W 7•W 7'Wi SHEARWALL e m PLAN • MI1 F) 9 1/4° 1 l i PLAN B 13103 and 13105 ? ? East Third N N Avenue, Spokane Valley, ' Washington d, Project Sheet 2005308 1 S P .I Plan Cl ® Cl� February 1, 2006 North — _ — — III _February 1/8' = i' - 0' ..)....) Ci � © 2' FIRST STORY SHEARWALL PLAN 2', 2' f Structural Note Schedule. CI 2-2x4, 4x4, 2-2x6 or 4x6 Number Two Douglas Fir-Larch, 6x6 Number One Hem-Fir Timber, 3 1/8'x3/ / :414\ 6' 6' 6' 1/8' or 3 1/8'x5 1/8' 24F-V8 DF/DF Glu-Lam or 3 — r.__— 1/2'x3 1/2' or 3 1/2'x5 1/4' 1.8E Parnham PSL _ Post. Fasten to framing below with Simpson _ 3 LSTA36 with 7-l0d common nails minimum into bothle' `/:i w post above and post, beam or wallstuds below, Provide solid blocking or post segment to match W. post dimensions and connections through framing ~ .(v0H�,'b levels to post or foundation below. Fasten to r • 'S , foundation with Simpson PAHD42 or HTT31, HD2A, '''' ''. PHD2-SDS3, HDCS/22 SDS2.5 or HDC5/4-SDS2.5 '''s. h attached to 5/8' diameter A307 hooked anchor 21, ��� !I p rod or threaded rod embedded 5' minimum with } ` 3o Simpson AT, ET or SET or Hlltl HIT HY150 adhesive. , Wood Sheathed Wail Surfaces. ' Provide 3/8' minimum CDX plywood or APA rated 40' •—L wall sheathing with face grain perpendicular to 2901 '. studs full height of all indicated walls. Provide /I-, 1111 . 2x6 minimum studs at 2'-0' maximum on center with 3 3 solid blocking at all horizontal sheathing panel edges. Fasten sheathing to studs, blocking, `*S'jf' r ( 9 plates and all sides of openings included within ;.7 +�r`'�,# 19 Indicated wall length with 8d common mals at 6' ons center at panel edges and 1'-0' on center at _ ... 3 3 intermediate studs. Fasten bottom plate to floor .J ^ � ,, ^ framing with 16d common nails at 8' on center. '2• I++ Fasten bottom plate to foundation with Simpson - - ---•--'^'- - - - MAO, MASB, LMA6 or 1/2' diameter by 4' minimum embeddment hooked A307 anchor rods,threaded Mall with Simpson AT, ET or SET or Hllti HIT HY150 Iftfr ar Design Gravity Load adhesive or Simpson Titen HD at 3'-0'on center. 'DesiggnIncrease framing to 2-2x or 4x minimum at all No. Revision/Issue Date 1 edges. Decrease panel edge nail spacing to 2' on center at panel edges. Decrease anchor spacing Or to 1'-4' on center. Gypsum Sheathed Wall Surfaces' 7'W Provide 1/2' minimum gypsum wall sheathing 1111 Inland 1 Cl full height of all indicated walls. Provide 2x4 minimum studs at 2'-0' maximum on center. Fasten ,1N'IfhWtI Gypsum to studs, plates and all sides of openings `o■ 1Nlti`t'�r m Inc.Included within indicated wall length with Sd o N N wallboard nails at 7' on center at panel edges Tam Office Ceder,Green Flag Bolding and 1'-0' on center at intermediate studs. 104 South Freya Street,Suite 110-F,Spokane,WA 99202 Fasten bottom plate to floor framing with 16d (508)532-1532 Voice.Fax end Cell common nails at 1'-0' on center. Fasten bottom 0" 7'W 7'W plate to foundation with Simpson MAS,MASB, LMA4, __ LMA6 or 1/2' diameter by 4' minimum embeddment with 7'W 7'W 7'W 7'W hooked AT07ETnoroSET or Hilt' Hr rods, IeHY150d sadh sive UPPER STORY f or Simpson Titen HD at 4'-0' on center, f �� 7�W ��411) m 7�W �� SHEARWALL PLAN h '' PLAN B n n I 13103 and 13105 East Third Avenue, Spokane 7'W 7'W Valley, i 7� •W, 7'W Washington f Project sheet 2005308 S. nom.(... 3 PlanFeblxi rry 1, 2006 North 1/8' = 1'= 0 .0) , \ (1) UPPER STORY SHEARWALL PLAN