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2006, 06-16 Permit App: 06002349 Residence Project Number: 06002349 Inv: 1 Application Date: 6/16/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: ':'aA' ,..... ,.s. ..n.:w+asE.Ael✓nrs•�n�`a,� v -......., -- Permit Use: DUPLEX,GAS HEAT,ON SEWER Contact: DIAMOND ROCK CONST Address: 2602 N SULLIVAN C-S-Z: SPOKANE VALLEY,WA 99216 Setbacks:Front Left: Right: Rear: Phone: (509)924-8964 Group Name: Site Information: Project Name: Plat Key: Name: Ran t o! ' kJ L-S 62- District: East Parcel Number: 45133.3108 Block: Lot: SiteAddress: 512 N TIMBERLANE RD Owner:Name: DIAMOND ROCK CONST Address: 2602 N SULLIVAN Location::CSV SPOKANE VALLEY,WA 99216 Zoning: UR-7* Urban Residential-7* Water District: Hold: ❑ Area: .00 Acres Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Building Plan ReviewReleased,,By: �.te 4.• Driveway/Approach Released By: Landuse/Zoning/HE Conditions Released By: 1541 Sewer Review Released By: Permits: p:.: ,." Operator: AMB Printed By: AMB Print Date: 6/16/2006 Project Number: 06002349 Inv: 1 Application Date: 6/28/2006 Page 1 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: DUPLEX,GAS HEAT,ON SEWER Contact: DIAMOND ROCK CONST Address: 2602 N SULLIVAN C-S-Z: SPOKANE VALLEY,WA 99216 Setbacks:Front Left: Right: Rear: Phone: (509)924-8964 Group Name: Site Information Project Name: Plat Key: Name: Range District: East Parcel Number: 45133.3108 Block: Lot: SiteAddress: 512 N TIMBERLANE RD Owner:Name: DIAMOND ROCK CONST Address: 2602 N SULLIVAN Location::CSV SPOKANE VALLEY,WA 99216 Zoning: UR-7* Urban Residential-7* Water District: Hold: ❑ Area: .00 Acres Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: ma-aanamamaaamma-aaammaaaamat.mmaaaraamegaaaam.rataaa . atammomma Review Building Plan Review Released By: Originally Released: 6/16/2006 By: TMELBOU Driveway/Approach Released By: Originally Released: 6/28/2006 By: amblake Landuse/Zoning/HE Conditions [Released By: Originally Released: 6/26/2006 By: KKENDAL Sewer Review Released By: Operator: AMB Printed By: AMB Print Date: 6/28/2006 Project Number: 06002349 Inv: I Application Date: 6/28/2006 Page 2 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Approach Contractor: DIAMOND ROCK Firm: DIAMOND ROCK CONSTRUCTIO Address: 15706 E VALLEYWAY AVE Phone: (509)218-8510 VERADALE,WA 99037 Item Description Units Unit Desc Fee Amount APPROACH-CONST IN ROW 1 NUMBER OF $50.00 Permit Total Fees: $50.00 Building Permit Contractor: DIAMOND ROCK Firm: DIAMOND ROCK CONSTRUCTIO Address: 15706 E VALLEYWAY AVE Phone: (509)218-8510 VERADALE,WA 99037 This Application: Total Project: Description Grp Type Notes Su Ft Valuation Su Ft Valuation 1&2 FAMILY R-3 VB 1,489 $128,604.93 1,489 $128,604.93 DECK OPEN R-3 VB 38 $570.00 38 $570.00 GAR WOOD U-1 VB 470 $8,930.00 470 $8,930.00 Totals: 1,997 $138,104.93 1,997 $138,104.93 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $1,212.15 WSBC SURCHARGE 1 SELECT $4.50 SF PLNS RVW<7999 SQ FT 1 SELECT $484.86 Permit Total Fees: $1,701.51 Mechanical Permit Contractor: COMFORT CENTRAL HEATING Firm: COMFORT CENTRAL HEATING Address: PO BOX 28924 Phone: (509)216-1223 SPOKANE WA 99228 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 3 NUMBER OF $30.00 CLOTHES DRYER 1 NUMBER OF $10.00 GAS LOG OR GAS INSERT 1 NUMBER OF $10.00 HOOD-TYPE II 1 NUMBER OF $10.00 Permit Total Fees: $94.00 Operator: AMB Printed By: AMB Print Date: 6/28/2006 Project Number: 06002349 Inv: 1 Application Date: 6/28/2006 Page 3 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Plumbing Permit Contractor: DIAMOND ROCK Firm: DIAMOND ROCK CONSTRUCTIO Address: 15706 E VALLEYWAY AVE Phone: (509)218-8510 VERADALE,WA 99037 Item Description Units Unit Desc Fee Amount TOILETSBIDETS 2 NUMBER OF $12.00 SINKS 3 NUMBER OF $18.00 TUBS 2 NUMBER OF $12.00 DISH WASHERS 1 NUMBER OF $6.00 CLOTHES WASHER 1 NUMBER OF $6.00 WATER PIPING-DWV 2 NUMBER OF $12.00 Permit Total Fees: $66.00 Payment Summary: ;;_ -, Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Approach $50.00 $50.00 $0.00 $50.00 Building Permit $1,701.51 $1,701.51 $0.00 $1,701.51 Mechanical Permit $94.00 $94.00 $0.00 $94.00 Plumbing Permit $66.00 $66.00 $0.00 $66.00 $1,911.51 $1,911.51 $0.00 $1,911.51 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: AMB Printed By: AMB Print Date: 6/28/2006 D F:', C 7E - Wi ri-ic' EI) j �,����� �°�`;„� Permit Center ne 11707 E Sprague Ave, ai., JUN 14 20pr PERMITNUMBI R•19%*-- , % Niall T Spokane Valley,WA 90 i. LIJUf�7 PERMIT FEE: (509)688-0036 FAX: (5 8-0037 m Community Development www.spokanevallev.oro s V L 11 L [0 ik 0 "':esldentlal Construction ,Lt New Construction o Accessory Bldg Permit Appl>catio 1 ❑ Addition/Remodel o Deck ❑ Other: SITE ADDRESS 5 i Z /7 5/4/ Al, Tiiiii-aer-lctru2jd ASSESSORS PARCEL NO: LEGAL DESCRIPTION: LO±s g�eI 211 . Z i�os.2 Hr treil a ' vz `"i-,,, g .** x4- ass w; ,.`+tri £ i }a ,r& t `sem W t' IBitildmeA �.^. sz` 1 »7: - n•., � .r ,.,��?. w. ,.- a t...,zz. s -,.�':� t'isigrAMO���" ws-:,o_:4 � . .�_ �._ Name: D ct,v&o' r/ / c k ( ,i S'/ Name: 0 i ci✓.�tc:vtS %aoc k C0/IS'1, Address: Address: 260 Z N J✓//i Vef 0 City: Zip: City: SP reivt(' al Pe yZip: 99 a%6 qPhone: Fax: Phone: Z.y- 'qj�c/ /Fax: 9 z - ,rt)'I'4/ Lic No: Exp.Date: i - �r. . r . , _ VGontactPorstu `e , . City Business Lic No: Name: let is( Phone: , 2.1 ."y>z`/ Describe the scope of work in detail: Cost of Project: $ qs, 000 go/id a u�L; ' vpiex **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSIONS: #OF STORIES: TOTAL HABITABLE SPACE: 77' %5r '6," 1 3 - 247e MAINL OR T j�_Q} 2"U FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: � " Q. AREA: FINISHED BASEMENT GARAGE SQ. F : DECK/CO,V. PIO SO. F G: 30% SLOPES ON SQ. FTG: #j0 r/o Z.e30 3 /r PROPERTY: 4/7,4 #OF BEDROOMS: L CONSTRU ION TYPE: HEAT SOURCE: SEWER OR SEPTIC? MVO( in, l y /lai-vrcl i jot S Fs?-An G-e i-i-e r 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 RU12 (,-tee Date Method of Payment: (Faxed permit applications will only be accepted with major bankcard) ❑ Cash ❑ Check ❑ Mastercard ❑ VISA ❑ Other Bankcard#: Expires: VIN#: Authorized Signature: REVISED 8/25/2005 PPR 10 2006 0S:10 FR TO 4891180 P.02/02 ,� Permit Center t ' gAaka �'' a 11709 E Sprague Avc,Suite 106 � � Valley,v, ,WA 90206 _PERMIT NUMBER: (509)68S-0036 sFAX.(S09)682-0037 community Development .n..Sk9tvae • PERMIT `EE: Mechanical Permit Application 0 Commercial l'i Residential srrE ADDRESS:. 5 14 ., /A •E 1 • 4, -"I" S Y Buih „ Otrser h Name c I Ptwolr. Li Fh:t: AddnesS: / YLjj � City. Slate: 7-IP: "'" Con k*,. .. Name �a•. . _. _ • ; Address: 1 . � ! C.5()" .•.r F • ► • I LJceOse Na. w •. 2- 1• Zip: • 9 2.2 , ti •_ SOA 1, � 5 + '. .'7:-.;1', ...t Name DESCRIPTION OF WORK I IF or UNITS r X : TOTAL • OUNT 1 FUEL BURNING APPL to or loss than 0.0 ..=•)-- X 812.00 1, err. 2 Fwd.BURNING APPLIANCE More 811100100.r, X $15.00 UNLISTED APPLIANCE LAdd.€onal Fee) E. al to or toss man 40D.i. 250.00 4 UNLISTED APPLIANCE_LAdditional Feel Mott Man 400,000 X 5100.00 a S USED APPLIANCE(WSEC glin.AFUE regnp) Equal to or Tess than 400,000 X 26040 = Et USED APP4JANCE(UrSECmi n.AFUE rating) More than 400,000X 5100.00 = 7 BOIL R/RSFP.IGERATIQI 1.100M BTU .. X SI ZOO a S BOILER/REFRIGERATION 101-Sopa,BTU X $20.00 0 .----BOILER/REFRIGERATION sol-1.000M ant x 325.00 10 BOILER/REFRIGERATION 1.001-1,750M BTU X 53$.00 - _ 11 N pOILER/REFRIGERATiON _ MDre than 1.750M BTU. X 00 12 GAS LOG,GAS INSERT,GAS FIREPLACE 510 X 510.00 - etr 13 RANGE -�~ X $10,00 14 DRYER X $10.00 a 15 FUEL nURNING WATER HEATER X 510,00 = 2 D>' a-r) 18 MISC.FUEL BURNING APPLIANCE l x 610,00 = 17 , GAS MING(each outlet As x S1,OD 18 DUCT SYSTEMS X $10.00 - 19 VENTILATING FAP X $10.00 e .2O. 20 AIR HANDLER(DOES NOT include ducltng) EqU to or Man than 10,000 CFM 1 X 212.00 e - 21 AJR HANDLER(DOES NOT ineJude ducting) Greater titan 10,000 CFM X $15.00 - 22 EVAPORAl1VESrOOLERS x $10.. a 23 1 TYPE.,HOOD X 550.00 = _ 24 "TYPE JI HOOD 1 /X $10.00 25 HEAT PUMP/A!R CONDITIONER 0.5 TON 11 x 5Tzoo = a y'( f) as .R CONDITIONER ; 15TON X $20.00 = 27 AJR CONDITIONER 1530 TON X $25.00 ■ 28 AIR CONDITIONER 3080 TON X $35.00 - 2D AIR CONDITIONER Mere than 5D TON 1( $80.00 = 3o I-PS ST•'.1 r;.TANK X 91Q,00 ■ 31 WOOD DR PELLET STOVE!(NSERT X Sloop 32. WOOD STOVE- ;, STAN*NG X 32:1.00 - 33 REPAIR A AQDr1WNs i____/, x $15.ot a 34 V@N'mJ,TiON SYSTEMS X sum a 3 1= LATION MECHANICAL EXHAUST ,. 312.00 36 INCINERATOR-RESIDENe„",!_ X Et9,Q0 •a V INCIN BATOR-COMMERCIAL _ X 572,00 Y METHOD Or PAYMENT: SUBTOTAL. /l� '00 ❑GASH CHECK VISA Q MC _EXPIRES: D 1 n ((( PROCESSING FEE WAD CARD TOTAL PERMIT FEE DUE: 5-. to AUTHORIZED SIGNATU)( : - REvISED112645 • *k TQTAL PAGE.02 >fc* PAGE.04 SEP 08 2006 16.33 • ;," - Permit Center +' Solna "� 11707 E Sprague Ave,Suite 106 Valley Spokane Valley,WA 99206 PERMIT NUMBER: (509)688-0036 FAX:(509)688-0037 CommunityDevelopment PERMIT EEE: P www•.spokanevalleY.or�,_corn Mechanical Permit Application ❑ Commercial jo,Residential SITE ADDRESS 5/2-tr Sit /v. sr-, /'loi,u2. Buildin:owner -- -i i Name: i ct,a'V;,'i(; Z(..` t .,i Q Phone �. '1 2. � (/ Fax (/;,6,, r.,,941 I Address. 1 r �s � u. E- A S(i//,d4 ,e,. City S 'KAI).L . GJ/ State C_�,'jl- Zip Y;'Z/.4 Contractor. : Name: C., wt ""' ( _, +r Phone: Fax: Address: City State Zi. License No: City Business License No: Contact r4.„ a x 2 1.... . 'xn*.wz ..' , vs '' 8` -•*b wt S' dam' �., i ;�,&�_f .,u..z � s�'� �� °;1 .. Name: 'ILIA I Phone: 7/i--99 Z�/ DESCRIPTION OF WORK #OF UNITS X COST = TOTAL AMOUNT 1 FUEL BURNING APPLIANCE Equal to or less than 100,000 I I X $12.00 = a 9 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(VVSEC 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 1,750M BTU X $60.00 12 GAS LOG,GAS INSERT,GAS FIREPLACE I / X $10.00' = �u 13 RANGE X $10.00 = 14 DRYER - t 1 x $10.00 = 'Zi) 15 FUEL BURNING WATER HEATER r I X $10.00 = a_u 16 MISC.FUEL BURNING APPLIANCE .. X $10.00 = 17 GAS PIPING(each outlet) - LI // X $1.00 = q 18 DUCT SYSTEMS 11 X $10.00 = Ztj 19 VENTILATING FANS 6 X $10.00 = c,,, 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 I/ X $10.00 = Z0 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 = J 31 WOOD OR PELLET STOVE/INSERT X $10.00 = 32 WOOD STOVE-FREE STANDING , X $25.00 = 33 I 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 / `,J ❑CASH 0 CHECK 0 VISA 0 MC DATE: PROCESSING FEE $35.00 CARD#: EXPIRES: TOTAL PERMIT FEE DUE: AUTHORIZED SIGNATURE: REVISED 8/26i05 Permit Center • Sg k.Ile 11707 E Sprague Ave,Suite 106 Valley Spokane vanes,WA 99206 PERMIT NUMBER: .izolgozO (509)688-0036 FAX:(509)688-0037 Community Development ww w.spokanevalle .or r.coili PERMIT FEE: Plumbing Permit Application ❑ Commercial It..Residentiafl SITE ADDRESS 5 i 247 .5—i y N: `?.✓✓d am! (c '1 ,%ZQ` Building-owner - — Name: (Ct.rt0r (t ' s Phone: 6/ q rye, � Fax t!�# "i iZ 41 ' Address: (cO A). ° c`t ) City t Ys 'State� - - --- 1-01/1 Zip Contractor . Name: TA' t_e 37.s u:z 5• PI tio", Phone: Fax: Address: City State Zip License No: City Business License No: ff Cata,C� _..fl:. i„� `"" = ,s7 .+"'? •17:;.15 2 � ds . y4, , � �._ -a=.Ye�. }:: . •_..�. . . .....« =�A,rR ,n,. .. ., tea n,tiP ,,_..1&fis",. �. '`zK ...r,- �:;u x.�. 'L- � � Name: 'peuA k Phone: .1_y—ye/Icy DESCRIPTION OF WORK #OF UNITS X COST = TOTAL AMOUNT 1 TOILETS WATER CLOSET,BIDETS 14 X $6.00 = Zy 2 URINALS X $6.00 = 3 TUBS L X $6.00 = 7.L/ 4 SHOWERS(PER TRAP) BATH,STALL,ON-SITE BUILT X $6.00 = LAVS/BASINS,BAR,FLOOR,KITCHEN, 5 SINKS LAUNDRY,UTILITY,JANITOR,PHOTO, / X $6.00 = X-RAY,FOOD,PREP/CULINARY MEAT (� ) 6 DISHWASHER 2 X $6.00 = t L 7 CLOTHES WASHER _ X $6.00 = f 8 GARBAGE DISPOSAL X $6.00 = 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 _ X $6.00 = 15 SEWAGE EJECTOR GRINDER,SUMP PUMP X $6.00 = 16 WATER USING DEVICE ICE AN/OR COFFEE MAKER,HOSE BIB, STEAMER ' X $6.00 = 2 -i PROOFER,CARBONATOR,SWAMP COOLER VACUUM BREAKER,CHECK VALVE, 17 CROSS CONNECTION DEVICE AND R.P.B.P.D.FOR: VATS,TANKS,BOILERS X $6.00 = 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: 13 1 PROCESSING FEE 0 CASH ❑ CHECK ❑ VISA 0 MASTERCARD $35.00 DATE: EXPIRES: TOTAL PERMIT FEE DUE: AUTHORIZED SIGNATURE: REVISED 8/26/05 Lo-i-s g-pq B ifr117 1 -'Se 4c:we/I > ga 4,514/it/ Tumb-er1"- kol ---- 4S50 • zi- , -6D ' 10'13order rs44.1,i-, _ ____ ........ ....... ........ ....._.. _....._ _ _ I .86 to 0+,1 £5 . ,,,,Ili: , I ---'• tj \ :31., 1 t i 1 . , I . - i i o . , ! I • ID CO "a . rr.i Ik r 4 I G) Qt .• , N % ...,, , n 12' ri..-- ' 78 i .NCI i . .. C' ,0 CI i I i N 1 • i k 15 i '- 1 1 i 1 i f .........m.... •.....ar......- •+.,......... i * ia.........o.. * .....-......•M I 4 u,44 s3 'l'+'7 k Q1 • +4w33 Jap-iQ !t.01 'F3 ,vj.s w! 1 Form TT-077A Page 2 of 2 Figure 1. Recommended construction details for APA portal frame bracing without hold-downs • EXTENT OF HEADER 4 A rtakill• �,+, ; *�tMIN 3.X 14 25 NET HEADER a �, _ `1 'y. xr ,,.i. 3, - SHEATHING FILLER � 'l ;1 yM 2.V w `C"YY, #4% .f u''4'14+Oj +S. , �4� I : ' , 1 7 r ,, 1. ; .c , .es.,. ,2,.., AI , IF NEEDED • �a• I to 18! 11' • 16DSINKER NAILS IN••I i •FASTEN TOP PLATE TO'HEADER WITH 1•WO ,1, , 2 ROWS@'�"O.C, ••', i'� ROWS OF 16D SINKER NAILS AT 3"O.C.TYP.• I i• :� {.I: 1000 LB STRAP:OP.POSITE SHEATHING MIN.(2);2x4 ..i • •j, 1000 LI�.HEADER STRAP • :.1 1 t I IT IT FASTEN SHEATHING TO HEADER WITH 8D • MAX ••1 I+ COMMON ORGALVANIZED BOX NAILS IN 3"GRID •� �. HEIGHT •'' f;; PATTERN AS SHOWN AND 3"O.C.IN,ALL 3/8"MIN.THICKNESS WOOD 10' 1•I, FRAMING(STUDS,BLOCKING,AND SILLS)TYP. .1-1,-3--r.1.1: STRUCTURAL PANEL ••I IT�-�WIDTH BASED ON 6:1 HEIGHT TO-WIDTH RATIO: �'I; SHEATHING :1I .—�; FOR 120"HEIGHT,MIN.WIDTH=20",FORDS" , 1 ! ' HEIGHT,MIN.WIDTH 16";ETC. ::� 1 ,I;". MIN.2x4•FRAMINGTYP. .� I,7 MIN..(2)2x4 • , . ,• i1• .• ff ••! I FORA PANEL SPLICE(IF NEEDED),PANEL EDGES SHALL BE " �•�, FOR AND•OCCUR WITHIN 24"OF MIO-HEIGHT.ONE ROW ,, •I• �= FRAMING FOR •1 I::. OF TYP.SHEATHING-'TO-FRAMING NAILING IS REQUIRED. .. I 1.i. 16D NAIL @ 24 GYPSUM WALL •�� �.}• IF 2X4 BLOCKING IS USED,•THE 2X4'S.MUST BE NAILED ••1 IN,O.C. BOARD• 4L-1.-L_ TOGETHER WITH 316D SINKERS r Vit• (OPTIONAL) 4 -MIN.2"X2"X3/16"PLATE WASHER t`�4 ' ,i 1►_a 80 NAIL @ 6 IN. \' �•�y.c1 r' pi !' � •{+� `.Tri •• rI ANCHOR BOLT PER CODE } lilifi,-AvO.C.IN ALL ►il►slf�_I�1►1 � *" �s • PANEL EDGES 4 i� : 0iti , 'l•O P T `�-L<'�lit-v -;,�``t 6'` ' ,- i '- "7:li "$ N,OT PAIRT OF PORTAL FRAME s ax. �, �• t .e. �t. 4;.,ss PORTAPAL RTOFAME • WALL SECTION A-A SEGMENT TYP. FRONT ELEVATION SIDE ELEVATION CORNER.FRAMING DETAIL • 7011 South 19th Street•P.O.Box 11700•Tacoma,WA 98411-0700 Telephone: (253)565-6600•Fax Number: (253)565-7265 Fi rv, d I I Dro,id rv" • Fa r Dve/exer �S 5 D wu t&o d R Cans 1 - 514 Or/t/ci or`t"'� a 5 5/y Pryta ti vc1 " 11 WSEC TABLE 6-2 PRESCRIPTIVE REQUIREMENTS°,1 FOR GROUP R OCCUPANCY CLIMATE ZONE 2 GlazingU-Factor ,z Wall? Wall? Glazing Door8 Wall a a Slabe Option Area-1u: U- Ceiling2 Vaulted Above int ext Floors on %of floor „ Factor Ceiling Grade Below Below Grade Vertical Overhead Grade Grade I. 10% 0.40 0.58 0.20 R-38 R-30 R-21 R-21 R-12 R-30 R-10 int' II. 15% 0.40 0.58 0.20 R-38 R-30 R-19+ R-21 R-12 R-30 R-10 R-58 III. 17% 0.37 0.58 0.20 R-38 R-30 R-19+ R-21 R-12 R-30 R-10 R-58 IV. 25% 0.35 0.58 0.20 R-38/ R-30/ R-21 R-15 R-12 R-30/ R-10/ Group R-1 U=0.031 U=0.034 int'/ U=0.029 F=0.54 Occupancy U=0.054 Only V. Unlimited 0.35 0.58 0.20 R-38 R-30 R-21 R-21 R-12 R-30 R-10 Group R-3 int' Occupancy Only VI. Unlimited 0.32 0.58 0.20 R-38/ R-30/ R-21 R-15 R-12 R-30/ R-10/ 4 Group R-1 U=0.031 U=0.034 int'/ U=0.029 F=0.54 Occupancy U=0.054 Only * Reference Case 0. Nominal R-values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. 1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor area of 13%,it shall comply with all of the requirements of the 15% glazing option(or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings. 3. Requirement applicable only to single rafter or joist vaulted ceilings. 4. Below grade walls shall be insulated either on the exterior to a minimum level of R-10, or on the interior to the same level as walls above grade. Exterior insulation installed on below grade walls shall be a water resistant material,manufactured for its intended use, and installed according to the manufacturer's specifications. See Section 602.2. 5. Floors over crawl spaces or exposed to ambient air conditions. 6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended use, and installed according to manufacturer's specifications. See Section 602.4. 7. Int. denotes standard framing 16 inches on center with headers insulated with a minimum of R-5 insulation. COOPERATIVE EXTENSION WSEC Builder's Field Guide 5th Edition WASHINGTON STATE UNIVERSITY 1-7 ENERGY PROGRAM BUILDING PLANNING R314.2.7 Sill plates and headers. Foam plastic shall be 2. During the 160 kW exposure, the interior finish shall permitted to be spray applied to a sill plate and header with- comply with the following: out thermal barrier subject to all of the following: 2.1. Flame shall not spread to the outer extremity of 1. The maximum thickness of the foam plastic shall be the sample on any wall or ceiling. 3'/4 inches(82.6 mm). 2.2. Flashover,as defined in NFPA 286,shall not oc- 2. The density of the foam plastic shall be in the range of cur. 1.5 to 2.0 pcf(24 to 32 kg/m3). 3. The total smoke released throughout the NFPA 286 test 3. The foam plastic shall have a flame spread index of 25 shall not exceed 1,000 m2. or less and an accompanying smoke developed index of 450 or less when tested in accordance with ASTM [g] SECTION R316 E84. INSULATION R314.3 Specific approval. Plastic foam not meeting the re- quirements of Sections R314.1 and R314.2 may be specifically R316.1 Insulation. Insulation materials, including facings, approved on the basis of one of the following approved tests: such as vapor retarders or vapor permeable membranes in- I ASTM E 84,FM 4880,UL 1040,NFPA 286,ASTM E 152,or stalled within floor-ceiling assemblies, roof-ceiling assem- UL 1715,or fire tests related to actual end-use configurations. blies, wall assemblies, crawl spaces and attics shall have a The specific approval may be based on the end use,quantity,lo- flame-spread index not to exceed 25 with an accompanying cation and similar considerations where such tests would not be smoke-developed index not to exceed 450 when tested in ac- applicable or practical. cordance with ASTM E 84. R314.4 Interior finish.Foam plastics that are used as interior Exceptions: finish shall also meet the flame-spread requirements for inte- 1. When such materials are installed in concealed rior finish. spaces,the flame-spread and smoke-developed limi- R314.5 Termite damage.The use of foam plastics in areas of tations do not apply to the facings,provided that the "very heavy"termite infestation probability shall be in accor- facing is installed in substantial contact with the unex- dance with Section R320.4. posed surface of the ceiling,floor or wall finish. 2. Cellulose loose-fill insulation,which is not spray ap- plied, complying with the requirements of Section [B] SECTION R315 R316.3,shall only be required to meet the smoke-de- FLAME SPREAD AND SMOKE DENSITY veloped index of not more than 450. R315.1 Wall and ceiling.Wall and ceiling finishes shall have a R316.2 Loose-fill insulation. Loose-fill insulation materials flame-spread classification of not greater than 200. that cannot be mounted in the ASTM E 84 apparatus without a Exception: Flame-spread requirements for finishes shall screen or artificial supports shall have a flame-spread rating not not apply to trim defined as picture molds,chair rails,base- to exceed 25 with an accompanying smoke-developed factor boards and handrails;to doors and windows or their frames; not to exceed 450 when tested in accordance with CAN/ or to materials that are less than 1/28 inch (0.907 mm) in ULC-S102.2. thickness cemented to the surface of walls or ceilings if Exception: Cellulose loose-fill insulation shall not be re- these materials have a flame-spread characteristic no greater quired to comply with this test method provided that such than paper of this thickness cemented to a noncombustible insulation complies with the requirements of Section backing. R316.3. R315.2 Smoke-developed index. Wall and ceiling finishes R316.3 Cellulose loose-fill insulation.Cellulose loose-fill in- shall have a smoke-developed index of not greater than 450. sulation shall comply with CPSC 16 CFR, Parts 1209 and e clearly R315.3 Testing.Tests shall be made in accordance with ASTM 1404.labeled i n accordance Ech package of swith CPSC 16 Cuch insulating FR,l Partsl shall 1209 and E 84. 1404. R315.4 Alternate test method. As an alternate to having a flame-spread classification of not greater than 200 and a smoke R316.4 Exposed attic insulation.All exposed insulation ma- developed index of not greater than 450 when tested in accor- terials installed on attic floors shall have a critical radiant flux dance with ASTM E 84, wall and ceiling finishes, other than not less than 0.12 watt per square centimeter. textiles, shall be permitted to be tested in accordance with R316.5 Testing.Tests for critical radiant flux shall be made in NFPA 286.Materials tested in accordance with NFPA 286 shall accordance with ASTM E 970. meet the following criteria: During the 40 kW exposure,the interior finish shall comply SECTION R317 with Item 1. During the 160 kW exposure, the interior finish shall comply with Item 2.During the entire test,the interior fin DWELLING UNIT SEPARATION ish shall comply with Item 3. R317.1 Two-family dwellings.Dwelling units in two-family 1. During the 40 kW exposure, flames shall not spread to dwellings shall be separated from each other by wall and/or the ceiling. floor assemblies having not less than 1-hour fire-resistance rat- I 53 2003 INTERNATIONAL RESIDENTIAL CODE® BUILDING PLANNING ing when tested in accordance with ASTM E 119. Fire- ing wall or walls.On any side adjacent to a roof surface,the resistance-rated floor-ceiling and wall assemblies shall extend parapet shall have noncombustible faces for the uppermost to and be tight against the exterior wall, and wall assemblies 18 inches(457 mm),to include counterflashing and coping shall extend to the underside of the roof sheathing. materials.Where the roof slopes toward a parapet at slopes Exception:A fire resistance rating of hour shall be per- greater than two units vertical in 12 units horizontal mitted in buildings equipped throughout with an automatic (16.7 percent slope), the parapet shall extend to the same sprinkler system installed in accordance with NFPA 13. height as any portion of the roof within a distance of 3 feet (914 mm), but in no case shall the height be less than 30 R317.1.1 Supporting construction. When floor assem- inches(762 mm). blies are required to be fire-resistance-rated by Section 8317.1, the supporting construction of such assemblies R317.2.4 Structural independence. Each individual shall have an equal'or greater fire-resistive rating. townhouse shall be structurally independent. R317.2 Townhouses. Each townhouse shall be considered a Exceptions: separate building and shall be separated by fire- 1. Foundations supporting exterior walls or common resistance-rated wall assemblies meeting the requirements of walls. Section R302 for exterior walls. 2. Structural roof and wall sheathing from each unit Exception: A common 2-hour fire-resistance-rated wall is may fasten to the common wall framing. permitted for townhouses if such walls do not contain 3. Nonstructural wall coverings. plumbing or mechanical equipment, ducts or vents in the 4. Flashing at termination of roof covering over con cavity of the common wall.Electrical installations shall be mon wall. installed in accordance with Chapters 33 through 42.Pene- trations of electrical outlet boxes shall be in accordance with 5. Townhouses separated by a common 2-hour Section R317.3. fire-resistance-rated wall as provided in Section R317.2.1 Continuity. The common wall for townhouses 8317.2. shall be continuous from the foundation to the underside of R317.3 Rated penetrations.Penetrations of wall or floor/ceil- the roof sheathing, deck or slab and shall extend the full ing assemblies required to be fire-resistance-rated in accor- I length of the common wall including walls extending dance with Section R317.1 or R317.2 shall be protected in through and separating attached accessory structures. accordance with this section. R317.2.2 Parapets. Parapets constructed in accordance R317.3.1 Through penetrations.Through penetrations of with Section R317.2.3 shall be provided for townhouses as fire-resistance-rated wall or floor assemblies shall comply an extension of exterior walls or common walls in accor- with Section R317.3.1.1 or R317.3.1.2. dance with the following: Exception: Where the penetrating items are steel, fer- 1. Where roof surfaces adjacent to the wall or walls are rous or copper pipes or steel conduits,the annular space at the same elevation,the parapet shall extend not less shall be permitted to be protected as follows: than 30 inches(762 mm)above the roof surfaces. 1. In concrete or masonry wall or floor assemblies 2. Where roof surfaces adjacent to the wall or walls are where the penetrating item is a maximum 6 inches at different elevations and the higher roof is not more (152 mm)nominal diameter and the opening is a than 30 inches (762 mm) above the lower roof, the maximum 144 square inches (92 900 mm2), con- parapet shall extend not less than 30 inches(762 mm) crete,grout or mortar shall be permitted where in- above the lower roof surface. stalled to the full thickness of the wall or floor Exception: A parapet is not required in the two cases assembly or the thickness required to maintain the above when the roof is covered with a minimum class C fire resistance rating. roof covering, and the roof decking or sheathing is of 2. The material used to fill the annular space shall noncombustible materials or approved fire- prevent the passage of flame and hot gases suffi- retardant-treated wood for a distance of 4 feet(1219 mm) cient to ignite cotton waste where subjected to on each side of the wall or walls,or one layer of 5/8-inch ASTM E 119 time temperature fire conditions un- (15.9 mm)Type X gypsum board is installed directly be- der a minimum positive pressure differential of neath the roof decking or sheathing for a distance of 4 0.01 inch of water(3 Pa)at the location of the pene- feet(1219 mm)on each side of the wall or walls. tration for the time period equivalent to the fire-re- 3. A parapet is not required where roof surfaces adjacent sistance rating of the construction penetrated. to the wall or walls are at different elevations and the R317.3.1.1 Fire-resistance-rated assembly. Penetra- higher roof is more than 30 inches (762 mm) above tions shall be installed as tested in the approved fire- the lower roof.The common wall construction from resistance-rated assembly. the lower roof to the underside of the higher roof deck R317.3.1.2 Penetration firestop system. Penetrations shall not have less than a 1-hour fire-resistive rating. shall be protected by an approved penetration firestop The wall shall be rated for exposure from both sides. system installed as tested in accordance with ASTM E R317.2.3 Parapet construction. Parapets shall have the 814 or UL 1479,with a minimum positive pressure dif- same fire-resistance rating as that required for the support- ferential of 0.01 inch of water(3 Pa)and shall have an F 54 2003 INTERNATIONAL RESIDENTIAL CODE® FIRE-RESISTANCE-RATED CONSTRUCTION sembly separates a single occupancy into different fire areas, 712.2 Installation details.Where sleeves are used,they shall the assembly shall have a fire-resistance rating of not less than be securely fastened to the assembly penetrated.The space be- that required by Section 706.3.7.Floor assemblies separating tween the item contained in the sleeve and the sleeve itself and Idwelling units in the same building or sleeping units in occu- any space between the sleeve and the assembly penetrated shall pancies in Group R-1,hotel occupancies,R-2 and I-1 shall be a be protected in accordance with this section. Insulation and minimum of 1-hour fire-resistance-rated construction. coverings on or in the penetrating item shall not penetrate the Exception: Dwelling unit and sleeping unit separations in assembly unless the specific material used has been tested as buildings of Type IIB, B,and VB construction shall have p of the assembly in accordance with this section. TU fire-resistance ratings of not less than 1/2 hour in buildings 712.3 Fire-resistance-rated walls. Penetrations into or equipped throughout with an automatic sprinkler system in through fire walls, fire barriers, smoke barrier walls, and fire accordance with Section 903.3.1.1. partitions shall comply with this section. 711.3.1 Ceiling panels.Where the weight of lay-in ceiling 712.3.1 Through penetrations. Through penetrations of panels,used as part of fire-resistance-rated floor/ceiling or fire-resistance-rated walls shall comply with Section roof/ceiling assemblies,is not adequate to resist an upward 712.3.1.1 or 712.3.1.2. force of 1 lb/ft.2(48 Pa),wire or other approved devices shall Exception: Where the penetrating items are steel, fer- be installed above the panels to prevent vertical displace- rous or copper pipes or steel conduits,the annular space ment under such upward force. between the penetrating item and the fire-resis- tante rated wall shall be permitted to be protected as fol 711.3.2 Access doors. Access doors shall be permitted in ceilings of fire-resistance-rated floor/ceiling and roof/ceil- lows: ing assemblies provided such doors are tested in accordance 1. In concrete or masonry walls where the penetrat- ' with ASTM E 119 as horizontal assemblies and labeled by ing item is a maximum 6-inch(152 mm)nominal an approved agency for such purpose. diameter and the opening is a maximum 144 711.3.3 Unusable space. In 1-hour fire-resistance-rated square inches(0.0929 m2),concrete,grout or mor floor construction,the ceiling membrane is not required to tar shall be permitted where installed the full thick be installed over unusable crawl spaces.In 1-hour fire-resis- ness of the wall or the thickness required to tance-rated roof construction,the floor membrane is not re- quired to be installed where unusable attic space occurs 2. The material used to fill the annular space shall above. prevent the passage of flame and hot gases suffi- cient to ignite cotton waste where subjected to 711.4 Continuity. Assemblies shall be continuous without ASTM E 119 time-temperature fire conditions un- openings,penetrations or joints except as permitted by this sec- der a minimum positive pressure differential of tion and Sections 707.2, 712.4 and 713. Skylights and other 0.01 inch(2.49 Pa)of water at the location of the penetrations through a fire-resistance-rated roof deck are per- penetration for the time period equivalent to the mitted to be unprotected,provided that the structural integrity fire-resistance rating of the construction pene- of the fire-resistance-rated roof construction is maintained.Un- trated. protected skylights shall not be permitted in roof construction required to be fire-resistance rated in accordance with Section 712.3.1.1 Fire-resistance-rated assemblies. Penetra 704.10. The supporting construction shall be protected to of tions shall be installed as tested in an approved fire resis ford the required fire-resistance rating of the horizontal assem- tante rated assembly. bly supported. 712.3.1.2 Through-penetration firestop system. 711.5 Penetrations.Penetrations through fire-resistance-rated Through penetrations shall be protected by an approved horizontal assemblies shall comply with Section 712. penetration firestop system installed as tested in actor dance with ASTM E 814 or UL 1479, with a minimum ' 711.6 Joints.Joints made in or between fire-resistance-rated positive pressure differential of 0.01 inch (2.49 Pa) of horizontal assemblies shall comply with Section 713.The void water and shall have an F rating of not less than the re- created at the intersection of a floor/ceiling assembly and an ex- quired fire-resistance rating of the wall penetrated. tenor curtain wall assembly shall be protected in accordance 712.3.2 Membrane penetrations.Membrane penetrations with Section 713.4. shall comply with Section 712.3.1.Where walls and parti- 711.7 Ducts and air transfer openings.Penetrations by ducts tions are required to have a minimum 1-hour fire-resistance and air transfer openings shall comply with Sections 712 and rating,recessed fixtures shall be installed such that the re- 716. quired fire resistance will not be reduced. Exceptions: 712 1. Steel electrical boes that do not exceed 16 square SECTION PENETRATIONS inches(0.0103 m2)in area provided the total area of such openings does not exceed 100 square 712.1 Scope. The provisions of this section shall govern the inches (0.0645 m2) for any 100 square feet(9.29 materials and methods of construction used to protect through m2)of wall area.Outlet boxes on opposite sides of penetrations and membrane penetrations. the wall shall be separated as shown: 2003 INTERNATIONAL BUILDING CODE@ 97 FIRE-RESISTANCE-RATED CONSTRUCTION 1.1. By a horizontal distance of not less than 24 ASTM E 119 time-temperature fire conditions un- inches(610 mm); der a minimum positive pressure differential of 1.2. By a horizontal distance of not less than the 0.01 inch(2.49 Pa)of water at the location of the depth of the wall cavity where the wall cav- penetration for the time period equivalent to the ity is filled with cellulose loose fill, fire-resistance rating of the construction gene- ' rockwool or slag mineral wool insulation; trated. Penetrating items with a maximum 6-inch 1.3. By solid fireblocking in accordance with (152 mm)nominal diameter shall not be limited to Section 717.2.1; the penetration of a single fire-resistance-rated floor assembly provided that the area of the gene- ' \ 1.4. By protecting both outlet boxes by listed I tration does not exceed 144 square inches(92 900 putty pads;or mm2)in any 100 square feet(9.3 m2)of floor area. 1.5. By other listed materials and methods. 2. Penetrations in a single concrete floor by steel,fer- 2. Membrane penetrations for listed electrical outlet rous or copper conduits, pipes, tubes and vents boxes of any material are permitted provided such with a maximum 6-inch(152 nun)nominal diame- boxes have been tested for use in fire-resis- ter provided concrete,grout or mortar is installed tance-rated assemblies and are installed in accor- the full thickness of the floor or the thickness re- dance with the instructions included in the listing. quired to maintain the fire-resistance rating. The Outlet boxes on opposite sides of the wall shall be penetrating items with a maximum 6-inch (152 separated as follows: mm) nominal diameter shall not be limited to the 2.1. By a horizontal distance of not less than 24 penetration of a single concrete floor provided that inches(610 mm); the area of the penetration does not exceed 144 square inches (0.0929 m2). 2.2. By solid fireblocking in accordance with Section 717.2.1; 2.3. By protecting both outlet boxes by listed 3. Electrical outlet boxes of any material are permit ted provided that such boxes are tested for use in fire-resistance-rated assemblies and installed in putty pads;or accordance with the tested assembly. 2.4. By other listed materials and methods. 712.4.1.1 Fire-resistance-rated assemblies. Penetra- 3. The annular space created by the penetration of a tions shall be installed as tested in the approved fire-re- 1 fire sprinkler provided it is covered by a metal es- sistance-rated assembly. cutcheon plate. 712.3.3 Ducts and air transfer openings.Penetrations of 712.4.1.2 Through-penetration firestop system. fire-resistance-rated walls by ducts and air transfer open Through penetrations shall be protected by an approved ings that are not protected with fire dampers shall comply through penetration firestop system installed and tested in accordance with ASTM E 814 or UL 1479,with a min- with this section. imum positive pressure differential of 0.01 inch(2.49 Pa) V712.3.4 Dissimilar materials.Noncombustible penetrating of water.The system shall have an F rating and a T rating items shall not connect to combustible items beyond the of not less than 1 hour but not less than the required rating point of fire stopping unless it can be demonstrated that the of the floor penetrated. fire-resistance integrity of the wall is maintained. Exception:Floor penetrations contained and located 712.4 Horizontal assemblies. Penetrations of a floor, within the cavity of a wall do not require a T rating. floor/ceiling assembly or the ceiling membrane of a roof/ceil- ing assembly shall be protected in accordance with Section 712.4.2 Membrane penetrations. Penetrations of mem- 707.Penetrations permitted by Exceptions 3 and 4 of Section branes that are part of a fire-resistance-rated horizontal as- 707.2 shall comply with Sections 712.4.1 through 712.4.4. sembly shall comply with Section 712.4.1.1 or 712.4.1.2. Where floor/ceiling assemblies are required to have a mini- Exception: Penetrations located within the same room or mum 1-hour fire resistance rating,recessed fixtures shall be undivided area as floor openings not required to have a shaft installed such that the required fire resistance will not be re- enclosure in accordance with Exceptions 1,2,5,7,8 or 9 in duced. Section 707.2. 712.4.1 Through penetrations. Through penetrations of Exceptions: fire-resistance-rated horizontal assemblies shall comply 1. Membrane penetrations by steel,ferrous or copper with Section 712.4.1.1 or 712.4.1.2. conduits, electrical outlet boxes, pipes, tubes, Exceptions: vents, concrete, or masonry-penetrating items where the annular space is protected either in ac- j" 1. Penetrations by steel,ferrous or copper conduits, cordance with Section 712.4.1 or to prevent the pipes,tubes,vents,concrete,or masonry through a free passage of flame and the products of combus- single fire-resistance-rated floor assembly where tion. Such penetrations shall not exceed an aggre- the annular space is protected with materials that gate area of 100 square inches(64 500 mm2)in any prevent the passage of flame and hot gases suffi- 100 square feet(9.3 m2)of ceiling area in assem- cient to ignite cotton waste where subjected to blies tested without penetrations. 98 2003 INTERNATIONAL BUILDING CODE® I WALLS ANi INTE13t PR3'iTl , �AtCQt3ER ,. t GA FILE NO` WP 3660 I GENERIC i }T1 ��' GYPSUM WALLBOARD,WOOD STUDS One layer 5/s"type X gypsum wallboard applied at right angles to each side of 2 x 6 wood studs 16"o.c.with 21/4"Type S or W drywall screws 7"o.c. Vertical joints staggered 16"o.c.,horizontal joints staggered 24"o.c.,on opposite sides. Tested at 5,156 lbs per stud or 100 percent of design load.(LOAD-BEARING) )1 Thickness: 63/4" Approx.Weight: 8 psf Fire Test: ITS J99-22441.2, 10-99 GA FILEN OWP 3661 A I IOUzR GYPSUM WALLBOARD,WOOD STUDS, MINERAL FIBER INSULATION One layer 5/e"type X gypsum wallboard applied at right angles to each side of 2 x 6 wood 1 studs 16"o.c. with 21/4" Type S or W drywall screws 12" o.c. 51/2" mineral fiber \ insulation, nominal 2.5 pcf,friction fit in stud space. Vertical joints staggered 16"o.c.,horizontal joints staggered 24"o.c.,on opposite sides. p I Tested at 5,156 lbs per stud or 100 percent of design load. (LOAD-BEARING) Thickness: 63/4" Approx.Weight: 81/2 psf Fire Test: ITS J99-22441.1, 10-99 GA FILE NO"WP 3 10 _: GENERIC �2 f QUR1 #o a�T GYPSUM WALLBOARD,TWO WALL ASSEMBLY,WOOD STUDS FIRE ..r r ...>; Base layer 1/2"type X gypsum wallboard or gypsum veneer base applied at right angles to �l 2 x 4 wood studs 24"o.c.with 6d coated nails,17/a"long,0.0915"shank,1/4"heads, 16" \ o.c. Face layer 1/2"type X gypsum wallboard or gypsum veneer base applied at right I angles with 8d coated nails,23/8"long,0.099"shank,8/32"heads,8"o.c.Joints offset 24" I/ from base layer joints. — V J - r Inner layer 1/2"type X gypsum wallboard or gypsum veneer base applied parallel to studs " S Jr with 6d coated nails, 17/a"long,0.0915"shank,1/4"heads,8"o.c. — ` Second wall duplicate of first wall and separated by 1"space.Walls independently loaded. STC 59 with 31/2"glass fiber insulation friction fit in stud spaces both sides;STC 57 without glass fiber insulation.(LOAD-BEARING) Thickness: 11" Approx.Weight: 14 psf Fire Test: FM WP 297, 1-5-73 Sound Test: RAL TL73-215,7-13-73; RAL TL73-224,7-30-73 60 GA-600-2003 i �,.'¢ sa #` tx �i,.��, x.,e ., ,, � ,s t'� a 'tib a � a�"�i" ..... � u a �„ � � 4,` �r w dA stn I i k GE1E I , „ x GYPSUM WALLBOARD,TWO WALL ASSEMBLY,WOOD STUDS Base layer 1/2"type X gypsum wallboard or gypsum veneer base applied at right angles to 2 x 4 wood studs 24"o.c.with 6d coated nails, 17/a"long,0.086"shank,1/4"heads, 16" o.c. Face layer 1/2"type X gypsum wallboard or gypsum veneer base applied at right angles to studs over base layer and to top and bottom plates with 8d coated nails,23/8" long,0.099"shank,9/32"heads,8"o.c.Joints offset 24"from base layer joints. 2 Inner layer 5/e"type X gypsum wallboard or gypsum veneer base applied parallel with 6d Z coated nails, 17/a"long,0.0915"shank,1/4"heads,8"o.c. Second wall duplicate of first wall and separated by 1"space.Walls independently loaded. Sound tested with 31/2"glass fiber insulation,0.75 pcf,friction fit in stud spaces.(LOAD- BEARING) L Thickness: 111/4" Approx.Weight: 15 psf Fire Test: See WP 3810 (FM WP 297, 1-5-73) Sound Test: Estimated Based on WP 3810 (RAL TL73-215,7-13-73; RAL TL73-224,7-30-73) GYPSUM WALLBOARD,WOOD STUDS Base layer 5/a"type X gypsum wallboard or gypsum veneer base applied at right angles to each side of double row of 2 x 4 wood studs 16"o.c.on separate plates 1"apart with 6d coated nails,17/a"long,0.085"shank,1/4"heads,24"o.c.Face layer 5/a"type X gypsum wallboard or gypsum veneer base applied at right angles to each side with 8d coated nails,23/a"long,0.100"shank,1/4"heads,8"o.c. Joints staggered 16" each layer and side. Sound tested with 31/2" glass fiber insulation 4 5 stapled to studs in stud spaces on one side and with nails for base layer spaced 6"o.c. Horizontal bracing required at mid-height.(LOAD-BEARING) A Thickness: 103/4" Approx.Weight: 13 psf Fire Test: See WP 4135 (FM WP 360,9-27-74) Sound Test: NGC 3056,4-7-70 4A4,0044400011404011 - GYPSUM WALLBOARD,WOOD STUDS Base layer 5/e"type X gypsum wallboard or gypsum veneer base applied at right angles to each side of 2 x 4 wood studs 16"o.c.,staggered 8"o.c.on 2 x 6 wood plates,with 6d coated nails,17/8"long,0.085"shank,1/4"heads,24"o.c.Face layer 5/a"type X gypsum wallboard or gypsum veneer base applied at right angles to each side with 8d coated 4 4 4 4 4 S nails,23/a"long,0.113"shank,9/32"heads,8"o.c. Joints staggered 16"each layer and side.Sound tested with nails for base layer spaced 6" o.c.Horizontal bracing required at mid-height. 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APA Portal Frame Bracing Engineered Shear Wall Bracing 124 ----- --= I f:—. 4+0 _ — 0` =-=ter 2'2 - 117 =—r=_-- gimins ,- ar 5.7 s I►s operable sQ.Ert. - 44" sill MASTER BDRM 11'8 x1411 MASTER SDRM 11'li; x 14'. ss's o 2 IISOBOOM w er BEDROOM 102 x 11'1 10'2` II D LING AND PRIVATE, GAR .+ GC H ,` 12'8 u, rY 110 BiteldBEDl 7( 1 1O'2 01' t 1 RIALS APPROVED FOR ) HOUR FIRE RES,ST iVE C STRUCTION ON THE GARAC SIDE: ■ 5/13' TYPE *X" GYP BOARD (HA TABLE SPACE ABOVE) OR ❑ 1/2' GYP BOARD (RESIDENCE 71C. FLOOR/CEILING) 21 OPENINIIGS BETWEEN GARAGE EOUPPED WITH SOLID WOOD DO c=rr! nRS NOT LESS THAN I ' GARAGE 191 x22'0 C/)0.3 • 24 i� ) RESIDENCE SHALL BE SOLID OR HONEYCOMB CORE , OR 20 MINUTE FIRE RATED GARAGE 19'1 x 24'0 POR x O 9 BEDROOM Cr'' 10'2 x 11'1 a 4.0 Bala 50SL —1 0'0 1040 4'1 2'B 61_ 0'11 gpr 15'1 01114§ZW- @'11 LANDING required on both sides of exit doors with min. size of 3 ft. measured in direction of travel by 3 ft. or width of door if greater, and not lower than 1 1/2 in. below threshold. Landing required at other exterior doors is a minimum size of 3 ft travel distance by width of door, and not lower than 7 3/4 in. below threshold provided the door does not swing over the landing. Gas Appliances in garages require 18 in. elevation or approved floor grade rating. Minimum 3 in. bollard or wheel stop required for vehicular impact protection Maximum 4 ft spacing between bollards. 20' 104 4'1 10110 77` um; N18.2 — water treaters require anchoring or strapping at upper and lower one third points to prevent horizontal displacement during earthquakes. Strapping shall be a minimum of 4 inches above controls. 6'@ EMERGENCY EGRESS REQUIREMENTS FROM SLEEPING ROOMS 1) NET CLEAR OPENING: 5.7 SQUARE f GRADE FLOOR OPENING (MAX 44") 5.0 SQUARE F 2) NET CLEAR OPENING HEIGHT 24 INCHES 3) NET CLEAR OPENING WIDTH 2OINCHES44ABOF 4) MAX FINISHED SILLHEIGr4T 'VELO 5) EMERGENCY ESCAPE & RESCUE OPENING SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHO THE USE OF KEYS OR TOOLS SMOKE ALARMS SHALL BE INTERCC NECTED AND HARD WIRED IN SUCH MANNER THAT THE ACTIVATION OF ON ALARM WILL ACTIVATE ALL ALARM' (BEDROOMS, AREAS APPROACHIN BEDROOMS, VAULTED CEILIN WITH RISE OF 24" & ON EACH FLOOR) E piusT FANS iOO kitchen 50 CFM batoms & laundryvcikirtrb To 61c T4:0 -coot GYPSUM BOARD USED FOR INTERIOR BRACED Yom,, CONSTRUCTION SHALL BE FASTENED NO FURTHER THAN r O.C. FACTORY -BUILT FIREPLACES: Combustion Air Required Hearth Clearances per Manufacturer's Instructions Tight Fitting Doors Required . , . ,.... %.• I • 71 - 7 "'• — 1 — I, . _ 1 . 1 1 1 I 1 CONCRETE TO COMPLY TO IRC TABLE 404.1.1(1) 111 1 1 1 FOUNDATION WALLS-3000#PSI 6"F§ung W411 1 1 SLABS, GARAGES,CARPORTS 1 1 Slab on Grade Tnietton@d footing &PORCHES-3500#PSI 1 , I I ALL FOOTINGS MUST BE CONTINUOUS . 1 • 1 , 1 1 .. Radon Sy§tm 1 73 VI , —___ , ------.----,-- _ II 1 1 1 1 1 1 1 1 1 1 1 1 1 MillarII' GARAGE 1 1 12 1...1 126 0 220 1 I i GAIIAG g 1V1 x 24t 7.- V :iii i 29 .2 _____ I --,1 [_— VVVV -- ... - ,----- -,-- I I I I 18'.2"opaning I L 19'=2"opening ...." 1 --- ,=•••• ' 1 13;Co 5- 1 ln_ 1 LIVING AREA I 9977-Krff A _——. • S 1111 • • - I Nate, s. o i . Ns. •_ , , , _ _ _ __________ . , --- ', 5 BASEMENT SLAB IS t0 BE UTILIZED w 1 r- f-1. I ; !OP W 51,.18 I5 To BE Crtp,�-D ye xx U \ I :''' J LL LNE, Q XZ I \ s t z =_-a S i r..� ---/_:•/ bilk.. In•SCF31T Bo srazrW u+BatN�FI L Lq I \ .:(• +~. x? _ A Tt'�. CryC- MUL-)s tl \\ I m ' \ ¢' ,', .a '+ 'kx-"� e.. �,y EEAn CRSER TO FRdl1RC- • f Z .+.: `41 Jc 4\F�yi -.(: - � � PLAN FOR BEAM SIZE) _,k A. Tu:nABIE 7 _ __ \ �` .-1a ILL) r• ndgpNRT TtE9 35'GC EA W4T I `+I 1I .\ I'41R SPACE1 -r•.�\ FMISN FLR OYER V)•TiK I,\ :1:0A.,.7:HcomF.S.I-leaz„1.11-17,04::: I \� \\\\\I I 9FE LAT E!Y•FCR CON TYPEPARTICLE BOARD OYER III ; !OR 34'iPS01 Ca CGTN) 3/4'T AMID G Pw'..UpF{,R X 3]A6 W' ' ID'cRIVED FROIy'I 1 a` u1DER _ TABLE 404.LIC7J IOTFDC4 X•DF ► \ RcGBJIREMFJJT$FOR I I col a ro bXA \ IER THAN uIOULD EXERTED CONCRETE ICIAJDATION WALL$yJg,�ECTED TO NO 1?OR - I I 1 8911OTm Dn+glRuea] C BT BACKFILL HAVING AN EBJEVALEN7 FLUID WEIG ?E7 . V 1f, OF 30 POUNDS PER CUBIC FOOT LOCATED IN SEISMIC Z ` `�' > � I 1PT R-73 Il7rry-A,np,l "� �•�� LeEP I+OLES 7+•C.t ONE 3 OR 4.. 't g47 1 "� E F I I 7 k+bP4CED DEaG4r, �_ �� HEKAFIT OF 1 MAx4.0,: UNBALANCED I-war-Rd"1 G SS I I I FR4MI 7X J01876 rsE]e la X q' UNBALANCED B4rXFILL HEIGHT VERTICAL REINFORCEMENT BUIL��` p ,,, V lb FG F'Ldli) 7 X b P.7dTE FMIBN GRdpE FILL IN FEET $IZE.S,V`6np,gCING FR ! g l_Gs' I CDR SEE 9uv°S�ORFoR CONN' Ri I I I CFE ) 8'NOMINA H^ y 7kFABCl60D E VIS EFN �\r ' rannrimurn �Velj)( �� ` ��\-, 7:hr rrcaeR Toy�x'�Ir� TnENr 111:11.11 _ iilhl j 11111111_ _ •• B� .1� S 'OR i t /\ {/ T,,,cNIE FOR F0.,,.Ai SPECS I I I a •d .7rJ' _ ✓ /\ Z j B, •48'o.c. •4•48.0< OWNER g ® POQCh DCTAIL / \Afonpr vcncc� d t: �'OL y D2 WALL DTA1 110111118. 5.45:o� 32 11, I'B 5 Air E P `1 L I S•40'cc.. y� APPA°." = + ,��+I+ IMF MORE THAN 9'I DESIGN RECUI2p ' •IA '.=.. .-', .,/.._.- .' A_l'-:/,..-7. �..�� l CEILING: 1/z" G�l�g if perpendicular to rafters or �R'� EN7 =�II DESIGN IC). ,' --�-�-• .=Nis WIT A.- -' Ma.RI IF -_I ... ' - .77.4-'-'-: .._._ r .I-p - _.._... _ trusses 24"o.c. and no water based texture used— imormimmosiiima— • ..''':-2.1.....f.A.2..Y.-:.;4.k.;t t-V------ iSi f �� 1-E-3f i_ 4' : ,T... -__ .Ai c.n `� I � K. . _ .. -_ .a t .•,'S;:^may IY I ''' .1 - 1., f: ms`µ 7' .:'.."'Z.1 -6 13 G4 fA -•=p, 17. v ...v .. is _ '.::.1 it 1.. n.i-: ';.w' .,gyp h 4s. �F �.�, �.� �� 1Xb CEDAR NAILER - � c� .>'' 7 X 4 CEDAR TOP RAIL 7 X 7 GEDdR R ill eALLISTPJ2-ACED AN:;:: CdNSKYGHTS •b.rrcn 11 0 fir ''''') s A x`50 ri RE1 JOIST ♦x 4 CLEAR CEDAR 111)111 II I���I' FLdeN s cweanc n S • .fir. .. DECK Jaer I1 X 4 C RAIL Jii ' 11111111] III' 1 1 � '. 3. Z T 7X CEDAR DEOXIG 76 C.A.GAL SM .� , IL A6NNNG APRON / :'r... 11III= VERIFY FOR FLAT GLAZING "i`=1 J X 4 CLEAR CEDAR POSTS /1111111111111.. ...r � II ` OR PLASTIC eue..LE ::"i:a-4):,'d''.f: I •b'OG(MAXI FASTENED ��I 117 DCH£CC'fKAIRdTKN x 77 .A �G,y �2'-`�'1' e. RI<'1 JOIST I1/N'DIA sc'�=TCyf Z ,1 �� I 130LM z EACH Post _ a. �I2 ' ,� �� I `•„.......,..........are.,..,.._ RAe INwL sm sTEe a �z 1141111V 36.�+�- rum 4A AT NOR LESS \ f,0:24 $41'''', !Y y ROOF ING T NO LES -N sE6 FRAMING PLANS f• rP- 4' `- - RIP FCR RIM JOIST SIZING ` 4M},' ;;s.yt t'.Olr DEIX LEDGER Nrg3.-- E FiOGR J016i TO R1Y1 JOIST W k'1 3�i�,�MM3 � rtacNWE DO'T•w•Dc. y.A jW�i i to MD WALL (715/16.1 IT 4'LAG BOLS MAT j.�-.,' C FOR EA.415153 BOLT f2 NO SCALE x.. g 5w ARA-RATED o� TYPICA_ INI1LI�hT DETAIL ti F D�Cr( DTAIL; k W1-�.� ;:r SCALE:I'.r-0' "1:�ci-�'-�.0-==.tt.t. iwissiip 1 / < T ( ) 6.PlAx INA �p mit 'TASTUD TER �pi FL.F_AIBLE WATER ��tO'� � W �q .0W4 p a"• °'Pf \(^moi/,,/' dig IWLTER 1.EATXR :O116G$ :0 Z 'Y 4Vi IVVIV3119 I PERI..STEEL I - ,�T_' d .114 -, : �I�_ALLSTRRtGERS SVRAT 114341 . , � tl Fg x q� }�yy����y� 46 26 GAGALY.V AASH V W'^^bb 2f kk � f3 1 I + • �I►� ti7IE: e�Jyy� �OEz1q-C coq LeT FLI'1(IIXE IIIATER=IN. - BEND R.A6NNG AT K DE-GR ANGLE . 826gg0 0%3 r J j 11 � 3-2XT!STAIR STRINGERS 1 A6 WORN TO AvOID ST 1401•161 WATER f •t, ,< �- . - JOISTS II--- ATNOM 55/4 x�im'131313 55.115+1 ©COPYRIGHT 1996 j 1 XUF1TCL Nq/'� L*p1 c , 2 II It .•XI6 r+tAG,v PLR. vN . NEMO ,I ^ .<��-.d STEEL F'LU-I13CR6 TME gAi r S`-�'• ENGFCLING RANK FltTN MIN. RUN 9' 'k \\ R PIN GRADE i f �'x3.. .-_ I1 8011/6101.6 MAX.RISE a. - + .. I ?::',.'1'''''' J Yy i-�_.IC II RAT{PILOT LIGHT • ^' 7 #u. •. ' s: imimEr�� A o m bCLTL�?E DCT - '- 7-31.£72 , Lir ;. \ tj NO SCALE Vazinovelnieses a Vii'? �•\ SPRINGER --_ -'': RAILER COR('ICQ WATCH x: TPI AL l THII< l 'ICAE-0.0 cGO`'' Y Tb5 SW FR LOOP.SUTE TOA rtATFR DOTAL o� C',TK��('i so 7162A Osss KALE:IR'•1'-0• .`, `SCALE,1/3.1'-0' .� K.A.N? ^EET -.TAILS CES r. If . ••• • • A GENERAL NOTES FOUNDATION NOTES FRAMINGILIO:_ES T i'IC ._ L I(�EIV1EN T S I. ALL WORK IS TO COMPLY WITH TAE LATEST ADOPTED I. P'OOTTGS AIZC TO BEAR ON IlND15TUR8ED LEVEL SOIL ALL EXTERIOR'WALL OPENINGS AND BEARING WALL 1 • • -VERSION OF THE IOTFDC CODEDEVOID OF ANY ORTLANIC MATERIAL AND STEPPED A5 I`J - .- L TOLIG -int,*ANY APPLICALE -_ -- UNLESS GSW 4E UISE •x 12 HEDGERS LLVL_59 AT LEAST G.e 1uLLErC i-cEARRoLLED LIGHTS*N,CUTLET SIAL& -�871117;-G-OINTY OR-LOCAL -- REQUIrD TO FLA7N7aM TH REt]UIREC DEPTH BELOWU -- kFGULET C) UNLESS IAAT R INDICATED BE NDTNIED N EVERT HA 1Q)ED RDQ1 AND N B.aan+ROCNIs, THE FINAL GRADE. 2. THE CONTRACTOR IS RESPONSIBLE TO CHECK TIE PLANS 2. JOISTS THAT ARE ATTACHED TO FLUSH BEAMS NALLWATS.STATRIAT6,ATTATO ED GARAGES.DETATCHED G1R.T E4 AND IS TO NOTIFY THE DESIGNER OF ANY ERRORS OR 2. SOIL BEARING PRESSURE ASSUMED TO BE!SOO PSR. AlE TO BE HUNG WITH'SIMPSCN'LU TYPE OR EOUIv. FRONDED TUN ELECTRICAL I'OLLFR AND AT EXTERIOR SIDE CF OMISSIONS PR01R TO THE START OF CONSTRICTION. VSs DOLS. 3. U1217TEN!DITMENSICNS HA 3. ANY FILL UNDER GRADE SUPPORTED SLABS TO BE A a' PROVIDE DOUBLE JOISTS TINDER ALL PARALLEL STALL LT TOS NAVE PRECEDENCE OVER SCALED PARTITIONS OVER. ALL INTERIOR AND EX=RICK STAIRUArb SHALL Be PROVIDED ION DIMENSIONS. MINIMUM OF 4'GRANULAR MATERIAL COMPACTED TO s5.7.. A r1EANs CF ILLIAIMdrE TO TLE STAIR INCLUDING TUE L4DNG9 aro 4 PROVIDE FIRE,9LOCKNG,DRAFTSTOPS 4 FIRESTOPS TRIAD)TO BE CONTROLLED BTA WALL 5U1TC5 At EAC R1SCR i; 4.DESIGN LOADS: ROOF V�PgF(LIVE LOAD) 4. CONCRETE TO DEVELOP A MIN.CF 3000 P51 AT 28 DAYS AS PER THE CABO SEC,602.1- LEVEL MTERICR STARS SMALL BE PROVIDED WRL AN ARTIFICIAL 40 F5F[LIVE LOAD) WITH A MIN.CF 6 SACKS OF CEMENT PER YARD AND 5.LUMBER SPECIES: AT TUE TOP AND sorrom OF THE STAIR EXTERIOR STAIRS SHALL BE LIGHT SCttC'E LOCATED N TIC MEDIATE VICNT"GP 9404 LAfDPG "'.. S FLOOR PRWIpm WiT1 AN ARTFICIAL LIGHT SOURCE LOCATED N TIE Y. STAIRS 400 pSF A MAX711A'1 SLUMP OF 4'. A.POSTS,BEAMS,HEADERS NO)DOUG FIR IMMEDIATE NCMITT CP TIE TOP LANDS*OF TLE STAIR GARAGE FLOOR fOS PSF(20019•PT) JOISTS AND RAFTERS EXCEPTION,W-SRI TIE DIFFERENCE BenI.EN FLO1;R LEV£u . 4. DECKS 4,.i%PSF 5. CONCRETE SLABS TO HAVE CONTROL JOINTS AT 25' B.SILLS.PLATES.BLOCKING NO3 DOUG FIR REWJIRES LESS TARN 6 STAIR RISEN'. - ��--t (MAXIMUM/INTERVALS EA.WAY. 'so iC. TUDS Imo'ETC. Fu5135205 T'�DLHES 0 GS'=tS :y. CIF YOUR LOCAL AREA REQ11RE5 DIFFERENT DESIGN ' STUD GRADE DF. SUFBACE Maa+TeD FLUORESCENT FIXTURES SWELL Be NsraLLFD '�- LOADS,CCt•1,JJLT WITH A LOCAL STRJCTURAL ENGINEER 6. CONCRETE SIDEWALKS TO HAVE 3/4'TOOLED JOINTS D.POST AND BEAM DECKING UTILITY GRADE DF. CII T14e HALL Deo.-E TIE DOOR°R ON TINE CEILING.PROVIDED In TO DETERMINE THE APPROPRIATE REVISIONS) OD SHEATHING 1/2'COX PLT.32/16 x140 T IS A MMPtl1 CLEARANCE.6 CF 6 MGE9 DENIZEN TLE FIXTUFB AT 5'OL.(MIJI7AIJ E.U'LYUO AND TNe NPJWEST PONT CP A STORAGE SPACE : K GLU-LAM BEAMS Ib-2400,DRY ADN. n 5. PROVIDE INSULATION BAFFLES AT EAvE VENTS 1 REINFORCING STEEL TO BE A-615 GRADE 40.IIIELCED m NAI I �.V,, p N uE-T oR DAt4' (5• '- BE KEEN RAFTERS- FLY-TURESINSTALLED INSTALLED 5Th 31 uET OR DRIP TER OR NB SV14LL BE �'$�' WIRE MESH TO BE A-IB5. INSTALLED 50 THAT STATER CANNOT ENTER ORA GDATLATE A C JOIST TO SILL OR GIRDER 3-811 TOE NAIL N WING CCTTPARI'8NT5,LAT4'HOI,DERE OR ODER 6. ALL ENT.SMOKE DETECTORS SHALL BE ELECTRICAL BY 110V 8_ EXCAVATE THE SITE TO PROVIDE A MINIMJM OF 18' BRIDGIN TO JOISTELECTRICAL PARTS.ALL FIX-FREE ILSTALLED PI TET LOCATIONS CURRENT.CONNECTED TO HOUSE ELECTRICAL 2-811 TOE NAIL SHALL C.TuuR®(>1FIF FOR'MFT IALLEO S ALL CATTCFIXTURESAS SYSTEM_ INTERCONNECT WITH EACH ONE 50 THAT CLEARANCE UNDER ALL GIRDERS. 2'SUBFLOOR TO GIRDER 2-1611 BLIND 4 FACE INSTALLED N Dane LDC.41 N6 SHALL BE MARLED.ITAC F FOR IF ANY ONE TRIPS THEY WILL ALL SOUND.-THEY SHALL SOLE PLATE TO JOIST 16d•i6' FACE NAIL LIELL CAM.1 OR SI Tu1LE FORDaMP LOc5nC.s ALSO NAVE A BATTERY BACKUP AND BE LOCATED IN S. COVER ENTIRE GRAWLSPACE WITH 6 MIL BLACK TOP FL.TO STUDS -2-Ibd END NAIL LIGHT SWITCH 4C-CESS. •_14 EACH BEDROOM AND ON EACH FLOOR LEVEL 'VISI JEEN'AND EXTEND UP FDTN.WALLS TO P.T.MUDSILL. MD TO SOLE PLATE 4-Bd TO NAIL OR ALL WATCh-ES SWILL BE LOCATED TO ALLOW OPERATION FROM a 2-I6d END NAIL 85404.1 AC055415 E LOCATICRL z 1 GUARDRAILS SHALL HAVE INTERMEDIATE RAILS SPACED 10.PROVIDE A MINIMUM OF 154 FT OF VENTILATION AREA DOUBLE STUDS 151•16' FACE NAIL RECEPTACLE CUTLET TION. ET•TENTS: f=g� cn SUCH THAT A SPHERE 4'N DIA.CANNOT PASS THROUGH FOR EACH 150 5O FT OF CRAILLSPACE AREA VENTS DOUBLE TOP PL. ISO•ib' FACE NAIL d 5 6 CONTINUOUS HEADER(2PC) 160•16' EDGE NAIL M EVERT KITCNBt FN-IILT RDQM DINNG ROOT,LIV11Ys RJCn,DEN, ARE TO BE CLOSABLE WITH I/4'OPENINGS IN CORROSIVE CLO.JST TO PLATE 3-811 TOE NAIL BEDROOM.OR SwILAR/DCT'I CR AA•4 OP DWC]J_NS ORS, H. PROVIDE GROUNDING ELECTRODE AT ELECTRICAL RESISTANT SCREEN. SERVICE CONSISTING CFA MINIMUM 20'LENGTH CF lq'e Fec1PTACLe CUTLETS SH4L1 Be INSTALLED SO TUAT No PONT CLC.JST LAP OVER PLATE 3-I6O FACE NAIL ALONG THE FLOOR LINE T AWT WALL SPACE IS MMOPE 1146 N 6 FEET, • .* STEEL REINFORCEMENT OF FOOTINGS ELECTRODE SHALL II.ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE CLX.JST TO RAFTER 3-1611 FACE NAIL FEASIu1ED NORIZO+TALLT.RXx1 AN aITLET M TWT SPACE. EXTEND 12'MIN ABOVE THE PLATE LME 'ems TREATED OR PROTECTED WITH 30•ROLL ROOFING. RAFTER TO TOP PLATE 3-3d TOE NAIL 'ANT WALL SPA. TWAT IS 7 FEET OR MORE M WIDM 1.r_..! 5. THE MAXIMI'AMOUNT OF WATER USED BY NEW - BUILT-UP CORNER STUDS Sc)1 •24' FACE NAIL TTTC7+FNS. • PLUMBING FIXTURES: 12.BEAM POCKETS IN CONCRETE TO HAVE 1/2'AIRSPACE PLYWOOD SUBFLOOR 911•6' EDGE NAIL FeCErrAa-e OUTLETS.UM PROTECTION NULL BE METALLED W - .`; TOILETS Ib C.4LLCNSFFLUSH AT SIDES AND ENDS WITH A MINIMA7 BEARING OF 3'. 8c1 5 10' INTERIOR EVEIiI'u'011.ALL COUNTER SPACES THAT MEASURE e'CR*DER p� SHOWER HEADS PLYWALL(ROOF SHEATHING ed•6' EDGE NAIL LE �6 J q 25 GALLONS/MINUTE - AT LEAST aE WALL RELEPTACLEADJACENT OUTLET,W TH PRDTEGTGN,SHALL 4®i -^•"•9 : INTE[2IGR FAUCETS 25 GALLLNSAMINIIfTE 13.PROVIDE CRAWLSPACE DRAIN AS PER SEC.40511 OF 811•I2' INTERIOR Ee Iurat,LED M mTvroa-IS TO F_dcil DAMN Loc.Ancx TOP PL.AT JOISTS(UP 2_164 FACE NAIL Ea IOTFDC, MULTIPLE (UP TO 3) 1611•IS' STAGGER NAIL Ar LEAST a.e RECEPTACLE OUTLET,41714 GPI PROTECTION STULL t' U. 10. M TI-E EVENT OF CONFLICT BETWEEN PERTINENT CODES MULTIPLE JOISTS(OVER 3 %T'a BO• B AND Ru-1T ATION3 AND 14.THE GRADE AWAY FROM RID WALLS SHALL FALL 6'MIN. LTS BE'n+sEG 1151 lASSOJDI AT 714E ESS AND BAOC CF ENC L REFERENCED STANDARDS CF THESE SPECIFICATIONS,THE MORE STRINGENT WITH IN FIRST 10'. W/WASHERS EA H UNIT WAVING DIRECT 'S 1.05 TO GRADE. 6 PROVISIONS.5HALL.GOVEFa•L - ._..__ _ .S _. ... - I X-6 SPACED BHcATHL 2'311 n 24'C/C FACE NAIL CNE RECEPTACLE COLET. A B -k1 LENGTH SHALL N vE AT LEAST - - -- I5.SLOPE FOR PERMANIENT FILLS AND CUT SLOPES SHALL CURE cITrT�` \l1 ,n IL STRUCTJRAL SPECIFICATGNS AND DRAWINGS FOR THIS NOT EXCEED 2 UNITS HORIZ TO 1 UNIT VERT. 1. NOTCHES IN SOLID LUMBER JOISTS.RAFTERS,AND BEAMS A CGTNFTIIUICE RECEPTACLE OUTLET 31+21_&BE HAvE_m FOR THE WORK HAVE BEEN PREPARED IN ACCORDANCE WITH SHALL NOT EXCEED Q.'E-SIXTH GF THE DEPTH GF THE SONIC.*CF 1541130,uR-COLDITICE4EG AND RERIDCA:R.ANON 16. BACKFILL SHALL NOT 5E PLACED UNTIL WALL HAS rsUlPnear LOCATED M ATTICS AND GRANS.SracES. _�t. GENERALLY ACCEPTED ENGINEERING PRACTICE TO MEET IETt9ER SHALL NOT N LONGER THAN ONE-THIRD OF THE NET Loc5441 `;. MINUIPI REGUIRE7MQNT5 CF THE LATEST EDITION CF THE SUFFICIENT STRENGTH AND 1445 BEEN ANCHORED TO DEPTH OF THE MEMBER:AND SHALL NOT BE LOCATED A RECEPTACLE IN5TALLc90 IN A SET LOCATION SHALL DE IN a IOiFUG FLOOR ABOVE ON WALLS UL MORE THAN 4'INBALLANCED iN TAE MIDDLE CNE-EN:A CF THE SPAN NOTCHES AT LEATHER PROOF CSJRE.T IIITEC RITT OF 141105 IS NOT , � BACKFILL AFFECTED RHE.THE ANAT.-MET PLUG CAP IS INSERTED. �{°, -: ; U. SPECIFICATIONS AND DRAWINGS INDICATE FINISHED THE ENDS GF THE MEMBER SHALL NOT EXCEED >. STRICTURE.BUILDER SHALL BE RESPONSIBLE FOR M.BUILDER SHALL BE RESPONSIBLE FOR SUPPORT OF ALL CNE-FOURTH THE DEPTH OF THE MEMBER THE TENSION .AODmaa41 UTOFSTATION CAN SE FpNID IN TUE M 5421)1GrleL CCNSTRICTICN METHODS,PROCEDURES.AND CONDITIONS 1- TEMPORARY EMBANKMENTS AND EXCAVATIONS. 510E OF MEMBERS 4'(:02mW)OR GREATER IN NOMINAL CITE AND Sub FAMILT OLLELLIG CODE BOOK N SECTIONS: • (INCLUDING SAFTEY),EXCEPT AS SPECIFICALLY ' W.FOOTINGS SHALL BE FOUNDED GTN FIRM.UNDISTURBED, THICKNESS SHALL NOT DE NOTCHED EXCEPT AT ENDS OF THE 44914 542)FiceP'3 CU CUTLETS :.'c2_ INDICATED OTHERWISE IN THE CONTRACT OOCU-1ENT5Aims.4597 LIfJ1TWi aITL=-rs • '..q NATIVE,FREE DRAINING SOILS.CONDITIONS FOOD TO BE MEMBERS.NNE DIAMETER OF,HOLES BORED CR CUT INTO ASmI 941TCHE5. �; 13. CONSTRUCTION LOADS SHALL NOT OVERLOAD0 OTHERIUISE SHALL BE REPORTED TO OUJ•!ER - I-tFJMBERS SHALL NCT Ei;GEED 4JNE-T}NIIRD TI4E`D TH "' - STRICTURE NOR SHALL THEY BE M EXCESS CF DESIGNCF THE O TH ET HOLES SHALL OF 8 C R T 2 '� LOADRGS INDICATED.ON DRAWINGS. 19.ALL GROUND OVER WHICH FOOTINGS AND SLABS-ON- [51 mm)TO THE TOP CR TED IN OF THL'M ER, 70+}. - GRADE ARE TO BE PLACED SHALL BE FSE CF MEM OTHER HOLE LOC:.TED IN NNE MEMBER WHEIZ=THE 14_ BUILDER SHALL VERIFY ALL MATERIALS,DIMENSIONS, EXPANSIVE OR COt1f-TeL55i8LE DEBRIS AND ORGANIC MEM9ER 19 AL50 NOTG:ED,THE HOLE SHALL NOT BE ! S • AND CONDITIONS SHOW ON STRUCTURAL DRAUANIG9 OR MATERIAL. CLOSER THAN 2'CSIsm.)70 THE NOTCH. ,,' NOTED IN STRUCTURAL SPECIFICATIONS.ANT VARIANCES E. WITHIN STRUCTURAL DRAWINIGS AND SPECIFICATIONS, 20.FOOTINGS AND SLABS-ON-GRADE CONCRETE SHALL i OR 11111454 CONDITIONS ENCOUNTERED AT JOB SITE. NOT BE PLACED ON MUDDY OR FROZEN GROIRND. S. STUDS W.AN EXTERIOR WALL OR LOAD-BEARING SHALL BE REPORTED TO CUNER M WRITING BEFORE SUB-GRADE FOR SLABS-CN-GRADE WHERE VAPOR PARTITIp1-NS SMALL SE FErd'TITTED TO BE CUT OR NOTCHED CGTM'ENCC 1LTNT CF ANY WOW t`rtCTED BY SUCH BARRIER 15 NOT REQUIRED SHALL BE DAMP AT TIME TO 4 DEPTH NOT EXCEEDING 251 CIF IT556 WIDTH. VARIANCE. OF CONCRETE PLACEMENT. STUDS IN NON-LOAD-BEARING PARTITIONS SHALL BE S U • F. BUILDER SHALL RIGIDLY ADHERE TO ALL LATUS,CODES, PERMITTEII TO BE NIOTCHED TO A DEPTH NOT TO EXCEED !Z =rg §26 E 210>.OFA SINGLE SMUG'WIDTH.DRILLED, SHALL BE p('Ir.,( a� � � AND NOTIFY Oi2DIN1 T CI vE CAPPLY O THIS S-1 OW 141 SHALL PERMITTED TO BE BORED OR DRILLE:D,PROVIDED THAT ADI�IL-JI.�ED TABLE C4G1.11 l� _ �z325,g1! ,�qt=:TL IT ANDOF NYYCIEVE CLARIFICATION FRO-1 OWER N THE DIAMETER CF?HE RESULTING HOLE IS NO GREATER - PRESCRIPTIVE CGYMPLIANGE PATHS FOR RESIDENTIAL�B ILDPIGS "Gy $E3 py& $z WRITING NT ANY VARIATIONS BETWEEN CONTRACT THAN-101 OF 114E SNC-WIDTH,THE EDGE OF THE HOLE d b§2 8< 4. DOaIMENIT9 AND GOVERNING REGULATIO•LS. IS NO CLOSER THAI S(9'(15.94242)70 THE EDGE OF THE BUILDSIS - PATH PATH '[&& i 16. ALL MAWFACTUR£D MATERIALS,CCFIFCRETS,FASTENERS, STUD,CND THE I-OLE ISNOT LOCATED IN THE SAME COMPONENTS S I igi . 8 ij!g;141!i 1 ffCLT'tRDE'D PATH i ism42 ea. Tux__ - :> 5 `$ �' L�, 1g ;. ASSIEMBLIES,ETC..SHALL BE HANDLED AND INSTALLED SECTION AS A CUT 112 NOTCH, IN ACCORDANCE WITH MANUFACTURERS INSTRJCTCNS FLOOR PLAN NOTES MAX AL L7ULy,E UNDLGW NSA NO&MIT T 1'2S $� •- •. AN1D PROVISIONS OF APPLICABLE 1060 RESEARCH WINDCuI CLASS .I U.0.442 U.0.40 nO•CF4$ Y� iyc T; RECOiIENDATICNS,WHERE SPECIFIC MA11 FACTURED 9. iVS7aLL ALL HORIZONTAL MEMBERS WITH CROUl•!UP. DOORS oTu-c_ 7±FdN nA1N ENTI2T o2m__ U.42742 RRR L2 R_ 2K g3n; • PRODUCTS ARE CALLED FOR.GENERIC EQUALS WHICH I. EACH BEDROOM TO HAVE A MINIMUM WINDOW OPENING HeIN ENn2Y DDo2 r ix- e fr'��-� - �y:° � �� U $ OF 5.1 SOFT'NTH A MIN.WIDTH CF 20'AND D MM.HEIGHT 10. ALL MEMBERS IN BE ;,i.G SHALT BE ACCJRATEL7 MEET APPLICABLE STANDARDS AND SFECIFICATCNSWAIL rl,QQR.E.N _R•2I R•15 g E,,$ >_ WDE@.I.O.O..T?.�{Su1.61 _ �R'•38. R.it =y >- 4• MAY BE USED. CF 22'AND A SILL LESS THAN 214'CFF THE FLOOR GUT AND ALIGHTED 50;MINT RILL BEARING IS PROVIDED RATyEILPG9._.--_. -. R_•_38..__•. __R=!9f4 i�<'• WITHOUT USE OF SHIMS.BEARING POSTS SHALL HAVE -VAULTEp,GEILMG5,° --�-- --R•30 R•38 z Zi 41. . TI. NO VARIANCE B7 A BUILDING OFFICIAL SHALL BE 2. ALL WINDOWS WITHIN IS'OF THE FLOOR AND WITHIN - _5KT 1{�i{T C1 �,J��O•� U•050 $ g'Ia`} $ 2 RJI.L BLOCKING OR 54.;PORT UNDER BENDING ON DESIGNERS. 24'Cl'ANY DOOR ARE TO HAVE TEMPERED GLAZING. -f l� � ._SrTLK.N7 REN_...._.__ _._...__............:.6_..____.�_. _.__.�7.7,_ 4• � IE� }.' • B. BUILDER SHALL INVESTIGATE 517E WRING CLEARING AND SEE SECTION 308.{IN IOTFDG FOR ADDITIONAL NFO. 11, ALL JOISTS SHALL NAVE A MINIMTAM OF 2'BEARING 4T J -Bd` T SLS _ R' - R• $ i ^" SUPPORTS.LAPPING J019T59HALL HAVE 6'LAPS GENTERD -FORCED IR EDGE NSULATIGI____ R_•_6 R•5 a e EARTHLbPoC OPERATIONS FOR FILLED EXCAVATIONS POR=ED NIR DUCT TI[x+ R•e R•S ad d�G 0 134 '1T OR BURIED STRUCTURES SUC-N A5 GESS POOLS.CISTERNS, 3. SKYLITES ARE TO BE GLAZED WITH TEMPERED GLASS ON OVER INTERIOR SUPPORTS .y� �j �+ - FCIANDATION75,ETC.IF ANY SUCH ITEMS AT FOND, OUTSIDE AND LAMINATED GLASS ON INSIDE(UNLESS ADDITIONAL NOTES 12. LEDGERS AND STUD WALL FOIINDATICN SILL PLATESOCOPYRIGTff 1996 v, OWER SHALL BE NOTIFIED IMMEDIATELY. PLEXIGLAS).GLASS 70 HAVE MAx1MLRI CLEAR SPAN SHALL BE BOLTED TO I.THISBUILD TABLE IS PROVIDED STATE FOR ORE HOMEOWNERS A CONTRACTORS INTENDING f Uf'iTEL .A OF 25'. SKYLITE FRAME IS TO BE ATTACHED TO A CONCRETE W/ANCHOR BOLTS TO WITHIN THE OF OREGON AND THUS NEEDING TO MEET THE OF SIZE AVD MINIM(&(SPALL ,yq e N GN PRA ACH ENERGY IO CODE. AS St TWIT S PLANS ARE DESIGNED TO fl6f'i 2 X CURB WITH MINIMUM OF 4'ABOVE ROOF PLANE. AT LEAST TU)O BOLTS SFA '} ALL BE PROVIDED FOR EACH MEET IOTFDC CODES,THIS TABLE WILL ASSIST THE NGt-1ECUJNER/ 4. ALL TUB OR SNOU,ER ENCLOSURES ARE TO BE iGLA22D PIECE W/CNE BOLT WITHIN I2'OF E4GH ENP. CONTRACTOR IN CO MPLYING WITH THE STATE CODE. _r. WITH SAFETY GLAZING. 13. ALL PLYWOOD WALL SHEATHING SHALL BE APPLIED 7.SINTEL HOME DESIGN RECC1-5-IEND5 THE USE OF PATH I IN THE ABOVE ,�,✓ A9 FOLLOWS:CEN71_R'•'ERTICAL JOINTS OVER STUDS TABLE AS IT IS INTENDED TO BE THE MOST COST EF1=CTIVE PATH 7�''F'_ �'�" '.y�4sYF/K 5. ALL EXTERIOR WINDOWS ARE TO BE DOUBLE GLAZED ANA MND CENTER HORIZCNIAL JOINT OVER 1'BLOCKING OR 3 HAVE SIJ ES CALCJLATIONS TO VERIFY COMPLIANCE IF YOU WISH TO c.. TnL J' INSULATION SPECIFICATIONS ALL EXTERIOR DOORS ARE TO BE SOLID CORE WITH PLATE NAIL TOP PANR.S TO DOUBLE TOP PLATE. BE DONE AT,I IC STANDARD HOURLY BILLING RATE TIONS,THEY CAN v •` .,, S 11FATHERSTRIPPING.PROVIDE VJ'DEADBOL7 LOCKS ON AND NAIL BOTTOM OF 9ANELS TO ANCHORD SILL PLATE. I. ALL EXPOSED INSULATION IS TO HAVE A FLAME• ALL EXTERIOR DOORS AND LOCKING DEVICES ON ALL APPLY GYPSUM BOARD SO THAT END JOINTS OF 3.IT IS THE SOLE OBLIGATION OF THE HCMEOIINERJCONTR4 : CTOR TO - DOORS OR WINDOWS WITHIN IO'(VERTICAL)OF GRADE. ADJACENT COURSE DO NOT OCCUR AT THE SAME SND. .SUBMIT ANY SPEC:FICATIONIS OR OR PRODUCT CUTS REQUESTED SPREAD RATING OF LESS THAN 25 AND A SMOKE PROVIDE PEEP-I40LE•54•-56'ABOVE FLOOR ON THEN' THE BUILDING OFFICIAL FOR ANY CODE(WINDOWS, PARTS WITH WHICH �� A DENSITY RATING CF LESS THAN 450. - TNEY INTEND TO COMPLY WITH THE (WINDOWS,DOORS.ETC.) • T EXTERIOR DOORS. - -- 2. PERIMETER CONC.WALLS TO BE PROTECTED W/RIGID _ _ _ 'J FIBERBOARD. INSULATION FROM TOP OF CGNC WALL TO 6. PROVIDE COMBUSTION AIR VENTS[W/SCREEN AND TRUSS NOTE - �' NOT LESS THAN 24'BELOW GRADE. BACK DAMPER)FOR FIREPLACES.WOOD STOVES AND R 3,SLAB EDGE INSULATION IS TO BER ANY APPLIANCES WITH AN OPEN FLAJ-tE. 4. HEATING DUCTS TO BE INSULATED W/R•B 1. BATHROGT'79 AND UTILITY ROO'19 ARE TO BE VENTED SUP171T rp199 CESIGN FOR ENy 1NEERNG 1'RIOI? 745 SW FR LOOP.SITE 106 5. TO THE OUTSIDE WITH A MINM'JH CF A 90 CRM FAY TO FABRICATION•VERIFY LOCATION CF GIRDER 754-wAl70.OREGON • 97223 SEE TABLEOWS SHALL MEET f�Lz111�D U VALUES FOR THE TRUSSES W/TRJJ99 CIX-b�AN7 PRIOR TO FOTZMING (507)6221 0,555 CONTRACTORS CHOSEN PATH GF COMPLIANCE- RANGE HOODS ARE ALSO TO BE VENTED 70 OUTSIDE. '-OUNDATION WALLS a.;,TO PROVIDE FOR ADDITIONAL LOADING FROM•/AIN PLAN M SEE C-E01.1(D. NG TRUSS CESIGN. 6.ALL EXTERIOR DOORS OTHER THAN MAIN ENTRY DOORS, -'ERIFY A GURATICNS ONSNET 70.TT-IEMAINLL 8189 SPANS 1 GO>1FI p DETAILS ENTRY DOOR U-VALUE MAT NOT EXCEED 054, J00 SITE PRIOR TO 1=nEFRIGATION JCE MUST BE INSULATED TO A U-VALUE CF 0 NNE tl PROVIDE P':tat ENGINEERI'! ROOF TR,)� FLOOR SY',' INSPECTIPr�'�� % -- &oa3 ' 9 S-0 s! S3 SS" S`7 10 6! CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTION: REVIEWED FOR CODE COMPLIANCE SPOKANE VAI_LF" 1NG DIVISION Nk. v lre 06