Loading...
2003, 06-06 Permit App: BD03-301 Duplex East Half City f SPOKANE VALLEY I} �'3 PERMIT BUILDING PERMIT APPLICATION Box 1 OWNER 5tz^ne- c.., JOE LOCATION /CSL( 7-) �., / 71 i ' C' OWNER'S ADDRESS )4/21 Ai. GITY PHONE 5b9-4/5T-57)6C...) 57)6Cj catfl:. xe C ) t,-�� c� Le,k�W DESCRIBE JOB jL� 'e1'o/ f7_..�,.:) c�3 j i \'7 vc' ' n°e 1;-\ n a? t'r «l 1 i fv THIS PROPERTY IS OWNED BY: SINGLE/MARRIED PARTNERSHIP CORP. X- BOX 2 CONTRACTOR'S NAME {3Lcigt!,tcs.ue._ elefivte7 'L l.,c.,, ,431-CONE 5Z) 5 6 _ CONTRACTOR'S ADDRESS (1/2.( A„ /'l e-ret,t, ,,i,er,,n( CITY 2 (op r� Lex. ke, . i -'4 9 i7e*/1 e CONTRACTOR'S REG.#_81— L ,�`_ ,'P RATION DATE `VZ-1/0.6 (CARD MUST BE PRESENTED AND COPIED OR VERIFIED) BOX 3 CONTACT PERSON OF PROJECT 711 ( ,,o(L,, ,.3A-E-` PHONE 57)9—e.52- -75Z) X/05-- ADDRESS d5-- ADDRESS //4/2/ Ill, n`( r',„6 LICITY ,`&f,i--j to,kej W44-ZIP ciCJf 7 BOX 4 SEWER AVAILABILITY 60,A (--i WATER AVAILABILITY Lu....fer BOX 5 ESTIMATED PROJECT COST$ y"f,'s x ,cx' EXISTING BLDG.VALUATION $ BOX 6 PROPERTY TAX ACCOUNT NUMBER 415-Z°(, Z-115- (y77-567 LEGAL DESCRIPTION Lot- (z.B -c,4- 8(0c--k Z Or 5e_c s (IF NECESSARY, PLEASE SUBMIT A SEPARATE PAGE WITH THE LEGAL DESCRIPTION) CENSUS NUMBER LOT NUMBER BOX 7 BUILDING SQUARE FOOTAGE(Existing/ proposed) 1ST FLOOR I c3?O 2ND FLOOR / -- 3RD FLOOR I . OTHER ---- / BASEMENT FINISHED / ---� BASEMENT UNFINISHED / 7'-1' DECK r-- / --- GARAGE — / 4/6o CARPORT / TOTAL `— / 2111_ HEIGHT TO PEAK OF BUILDING 20 FT. BOX 8 (>1. SINGLE FAMILY (-%<.) NEW CONSTRUCTION ( ) MULTIFAMILY(NO. OF UNITS ) ( ) EXISTING STRUCTURE ( ) COMMERCIAL/ INDUSTRIAL TOTAL AREA OF PROPERTY SQ. FT. ( ) TENANT IMPROVEMENT IMPERVIOUS SURFACE SQ. FT. BOX 9 PLUMBING FIXTURES (Including rough-ins) MECHANICAL APPLIANCES PLEASE USE THE ATTACHED PLUMBING/MECHANICAL FORM FOR THE LISTING OF ALL APPLIANCES, SYSTEMS, HEATING AND AIR UNITS, FIREPLACE INSERTS,WATER HEATERS, CONVERSION BURNERS, LAWN SPRINKLER SYSTEMS, BACK FLOW PREVENTERS, ET AL. BOX 10 Water Service meter size(if known) Also see BOKV S, /�.lr BOX 11 Septic Tank-Not generally allowed in the City of Spokane Vail r`sp`eVcjial cic r races . . t NIP Your sewer purveyor and the Health District (See BOX 4) rex11 � �� BOX 12 Street use may require a" Street Use Permit"for sewer, water, sid +a s, cur�cWs. .n'�act the Public Works Department. O \1 I VERIFY UNDER THE PENALTY OF PERJURY THAT THE INFORMATION FURNI HED BY ME IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND FURTHER THAT I AM AUTHORIZED BY THE OWNER OF THE ABOVE PREMISES TO PERFORM THE WORK FOR WHICH THE APPLICATION IS MADE. OWNER/AGENT Al, /'I A(, DATE 6--6`-03 (OVER) I hereby authorize the City of Spokane Valley to charge the fee for this permit to my credit card: Visa Mastercard Expiration Date Print the name of the Holder Signature OFFICE USE ONLY- PLEASE DO NOT WRITE BELOW THIS LINE ZONE SETBACKS: FRONT SIDE REAR HEIGHT LIMIT PLANNING DEPARTMENT APPROVAL DISAPPROVAL DATE REMARKS SEPA: EXEMPT NOT EXEMPT FIRE DEPARTMENT APPROVAL DISAPPROVAL DATE REMARKS PUBLIC WORKS DEPARTMENT APPROVAL DISAPPROVAL DATE TYPE OF JOB: NEW RESIDENCE RES.ADD/ALT NEW INDUSTRIAL IND. ADD/ALT NEW COMMERCIAL COMM. ALT/ADD NEW MULTIFAMILY NO. UNITS MULTIFAMILY ADD/ALT TENANT IMP. ROOF OTHER OCCUPANCY TYPE OF CONSTRUCTION STORIES BUILDING SQ. FT. @ _ BUILDING SQ. FT. @ _ BUILDING SQ. FT. @ BUILDING SQ. FT. �p = TOTAL SQ. FT. TOTAL VALUATION BUILDING PERMIT NO. PLAN CHECK FEE REC'D RECEIPT NUMBER PERMIT FEE PLAN CHECK FEE PLUMBING FEE MECH. FEE TOTAL FEES WSBCC SURCHARGE ENERGY SURCHARGE OTHER CHARGES AMOUNT DUE BUILDING DEPARTMENT APPROVAL BY DATE ASSIGNED ADDRESS Call 24 hours before inspection required Phone 509.688-0036 Fax 509.688-0037 Sfiokcne‘' , Valet' DEPARTMENT OF PUBLIC WORKS Anticipated start date Permit # PW 03 `333 APPROACH PERMIT APPLICATION Location of property kYZf3 E r [ �� Address/Parcel #, if available) Applicant Name Address1Lt ' 1 N iA ec Acipuicok Phone 252 -737 7 )C f OSS Contractor's Name Address Phone Contractor's Reg# Expires PROJECT DESCRIPTION (Provide site sketch) KResidential Driveway Commercial/Industrial Driveway Existing Curb & Gutter Rural Road Section nCulvert Installation Sidewalk Repair/Construction Other conditions See construction requirements and details on reverse. Bond/insurance certification must be on file with the City. SPECIAL CONDITIONS: PERMIT FEE $ Inspection Fee$ I hereby authorize the City of Spokane Valley to charge the fee for this permit to my credit card. Card# Expiration Date Name of Holder Si.nature Fees Paid$ S�� Date !nit . r. • ,,'�;•°.9TAT State of FIRST CLASS MAIL z Washington US POSTAGE �,w F { �^y PAID p 1989� DLA! r& F F 19� �k PERMIT NO 312 DEPARTMENT OF LABOR & INDUSTRIES PO BOX 44450 OLYMPIA WA 98504-4450 BLACKSTONE HOMES LLC 1421 N MEADOWWOOD LN STE 200 LIBERTY LAKE WA 99019 ' si-3'Ls-'?41. 1 1"344 IIit7tlililt{Sitili llllIiililllilliitlilliilliilili Sliitllnil Detach And Display Certificate DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL CC01 BL cm914J9 O ` 9/ O-Q3: EFFECTIVE" DATE 04/25f10"0e. BLACKSTONE HOMES LLC it 1421 N MEADOWWOOD LN STE 200- LIBERTY LAKE WA 99019 F625-052-000(8/ ) = — ' Detach And Display Certificate r REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL Please Remove REG I S T.. # EXP. DATE And Sign CCO1 BLACKHL974J9 04/29/2005 Identification EFFECTIVE DATE 04/29/2003 Card Before BLACKSTONEr HOMES LLC Placing In 1421 N MEADOWWOOD LN STE 200 Billfold LIBERTY.. LAKE :WA-,";-99019 • Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES F625-052-000(8/97) f 4.000-Nialley PLUMBING PERMIT APPLICATION PROJECTPERMIT t ADDRESS: /OZ/ 3 E. 17 i'w �� USE: _ OWNER: r 6 tite,(L-3 fe,r e icv.te L,Le., PHONE(Daytime Contact): 0q,.2_52-7527 X•/O`i MAILING ADDRESS: / /21 A, m€Lit,v r''i ��✓lC' L o'h el'{�� /c11�� t t '�I•- 9 'IC(moi (street) "(city/state) (zip) CONTRACTOR: LICENSE#: MAILING ADDRESS: PHONE#: 6-09 -GZ7-- mit at Z ( � 5 o: e: 41 r. 14-,. ��- 14- tu S po Kc.Pve— �Gr 90i 5 7 (street) (city/state) (zip) PLUMING*FIXTURES • _ DESCRIPTION DETAILS #OF UNITS X COST EQUALS AMOUNT 1 TOILETS WATER CLOSET,BIDETS Z• X $6 = f'2- 2 URINALS • X $6 = 3 TUBS Z, X $6 = 1 '7.--- 4 SHOWERS(PER TRAP) BATH,STALL,ON-SITE BUILT X $6 = 5 SINKS LAYS/BASINS,BAR,FLOOR, X $6 KITCHEN,LAUNDRY,UTILITY, JANITOR,PHOTO,X-RAY,FOOD, PREP/CULINARY/MEAT 3 = 6 DISHWASHER I X $6 = Le 7 CLOTHES WASHER I X $6 = Ip 8 GARBAGE DISPOSAL I - X $6 M Le 9 WATER SOFTENER X $6 = 1 10 ELEC HOT WATER TANK NOTE:IF GAS SEE MECHANICAL X $6 = 11 FLOOR DRAINS AREA,CASE,COIL,TRENCH, • $6 j n CONDENSATE I X = C 12 FOUNTAINS,DRINKING X $6 = 13 WATER PIPING/DRAIN-IN INSTALLATION,ALTERATION, X $6' WASTE,VENT, REPAIR,REVERSALS PLUMBING REVERSAL = 14 SEWAGE EJECTOR GRINDER,SUMP PUMP X $6 = 15 WATER USING DEVICE ICE AND/OR COFFEE MAKER, X $6 HOSE BIB,STEAMER,PROOFER, r!� CARBONATOR,SWAMP COOLER 3 (''b 16 CROSS CONNECTION VACUUM BREAKER,CHECK X $6 DEVICE VALVE,AND R.P.B.P.D.FOR: VATS,SUMPS,TANKS,BOILERS = 17 SPRINKLER SYSTEM , I X $25 `L.s 18 INTERCEPTORS GREASE TRAP,SAND TRAP, $6 CHEMICAL HOLDING TANK X • = 19 MEDICAL GAS per outlet NITROUS,OXYGEN X $6 = 20 MISC PLUMBING FIXTURE X $6 = - • SUBTOTAL • ,,, ;w /09.06 CASH p CHECK 0 meeemem ❑ J° PLUS PROCESSING FAXED PERMITS WILL ONLY BE ACCEPTED WITH PAYMENT $35.00 OF A MAJOR CREDIT CARD FEE • TOTAL PERMIT FEE • DUE DATE: EXPIRES: BANKCARD NUMBER: AUTHORIZED SIGNATURE: sisokane ....,*Valley MECHANICAL PERMIT APPLICATION PROJECT ,/' PERMIT ADDRESS: /02_1 3 E, 17 J- fa„,e. USE: OWNER: L.), , , u� ` PHONE(Daytime Contact): MAILING ADDRESS: _ , yIG i/2 i !U �24 e e+. ;...rx�{ 1t vi e" 1,74:, 2,0,-14e.._.1` i;.�r¢ q0 r l (street) ? ( ity/state) l •(zip) CONTRACTOR: LICENSE#: _ Loi.---1 'P fd c_�LG1�:c<-. COI—C`�i�C' Ci L7 MAILING ADDRESS: PHONE#: {a' `j GI Z e` 6-C;7 97e0 6 (street) (city/state) (zip) DESCRIPTION OF WORK #OF wars X COST EQUALS AMOUNT 1 FUEL BURNING APPLIANCE =OR100,000 i X $15 = 15 2 FUEL BURNING APPLIANCE >100,000 X $19 = 3 UNLISTED APPLIANCE(ADDITIONAL FEE) =0R<400,000 X $50 = 4 UNLISTED APPLIANCE(ADDITIONAL FEE) >400,000 X $100 = 5 USED APPLIANCE(WSEC min.AFUE rating) =0R<400,000 X $50 = 6 USED APPLIANCE(WSEC min.AFUE rating) >400,000 X $100 = 7 BOILER/REFRIGERATION 1-100M BTU X $15 = 8 BOILER/REFRIGERATION 101-500M BTU X $28 = 9 BOILER/REFRIGERATION 501-1,000M BTU X $39 = 10 BOILER/REFRIGERATION 1001-1,750M BTU X $57 = 11 BOILER/REFRIGERATION +1750M BTU X $95 = 12 GAS LOG,GAS INSERT,GAS FIREPLACE - X $10 = 13 RANGE - X $10 = 14 DRYER - 1 X $10 = /0 15,FUEL BURNING WATER HEATER - 1 X $10 = 10 16 MISCELLANEOUS FUEL BURNING APPL - x $10 = 17 GAS PIPING(ea.Outlet) - Z. x si = 2 18 DUCT SYSTEMS - x $10 = 19 VENTILATING FANS 3 x $10 = 3 20 AIR HANDLER(DOES NOT include ducting) =OR<10,000CFM X $12 = 21 AIR HANDLER(DOES NOT include ducting) >10,000CFM X $19 = 22 EVAPORATIVE COOLERS - x $10 = 23 TYPE I HOOD - X $50 = 24 TYPE II HOOD 1 x $10 = j n 25 HEAT PUMP/AIR CONDITIONER 0-3 TON X $12 = 26 AIR CONDITIONER 3-15 TON ` X $20 = 27 AIR CONDITIONER 15-30 TON X $25 = 28 AIR CONDITIONER 30-50 TON X $35 = 29 AIR CONDITIONER +50TON X $60 = 30 LPG STORAGE TANK - X $10 = 31 WOOD 0R PELLET STOVE/INSERT - x $10 = 32 WOOD STOVE-FREE STANDING - X $25 . = f SUBTOTAL 0 CASHWSA' 11,470-51 --,,.., r 0 CHECK 0 . 0 T„ FAXED PERMITS WILL ONLY RE ACCEPTED WITH PAYEENT PLUS PROCESSING $35.00 OFA MAJOR CREDIT CARD FEE TOTAL PERMIT FEE DUE DATE: EXPIRES: BANKCARD NUMBER: AUTHORIZED SIGNATURE: 'STILLWATER RE" 10,213 E. 17th LANE SPOKANE, WA. 99203 1; LOT 125 -OF- BLOCK 2 DISHMAN COMMONS LOCATED IN THE NORTHEAST 1/4 OF SECTION 29,T.25N., R.44E.,W.M. SPOKANE COUNTY,WASHINGTON LOT AREA= 4,559 S.F. SCALE: I" = 20' 559°10'45'E 42.71' (I) 42.75' 0 1 1 : T, 1 1 W [±3, ALLEY SEWER 8 UTIL. ESMNT. _,L,____– _,L,____ �I 1( 1 X — CONC. w CONC. 1 9 DRIVEWAY 1 DRIVEWAY_ m 1 B 1 Q in J� 1 124 }/ in }5 3 ' T` ',25 1 1 1 1 I I 1 1 e 1 1 I io 1 31 15'-4"/ T .4C O0 1 I6 5' 8"1 0 1 w 31 NI V @ LA I r cv, I Ul @1@ 1 I Z NI X 1 r I1 1 i I 1 25 MIN. B.S.I 1 1 0 I___ 9 1 in "9 10' UTIL. EASE. i1 L __42.71' – – ' 32.66' R,30.4> 559°07'00"E L,1024 0SO D sGS, _ _ _ _ SOF 17th LANE _ �uN t% 20 55 6 o ,, 0 APPROVED BY Ad) b/ 0 0a ° 74. v -(,9-a_i g CITY OF SPOKANE VALLEY NOTES: REVISIONS \ BUILDING DEPT. .ALL HEADERS TD BE(2)2X10.5 WITH SINGLE PLATE OVER UNLESS NOTED -TYP.P TO BE 9'-8 I/8"FROM FINISHED SLAB 32'-0` 2m'-0' L O3 t 'SOLID BLOCKING OVER SUPPORTS. �2 0 •Y - ER J`J .FIRE BLOCKING!ALL PLUMBING PENETRATIONS. I'-10 i!2" _ Ib-3.. / _,I410 la- '7 ODRES �f- t (/ 'WINDOWS ARE VINYL FRAMED-WINDOW SIZES SHOWN 1 CONT.=TG.t 5_MI NTY] I iYP.EXT G GE 2X6 P 2 J tEXCEPTSPOKAtiE U ( \• r—�� SMOKE DETECTORS TO SE HOT WIRED IH: \ \ t�� a ,; • ' ;._ �j DISCONNECTING SWITCH tBATTERY BACKUP. 1 I I- I 1 • , •SMOKE DETECTORS TO SE AUDIBLE IN ALL (OWNERBEDROOMS. (111111) I I �r �� I -ALL FTGS.TO BEAR ON UNDISTURBED SOIL //j/J MIN.2000 Ube.P.SF. DATE SUB EDS ' APPROVED C // •FOUNDATION STEEL PER HAND-OUTPill / -VERIFY CONTROL JOINTS IN GARAGE SLAB APPROVE .�• /� WITH BUILDER I • �_ ,PROVIDE ANCHOR BOLTS•FND.PLATE t ALL Z _ LOAD SEARING WALLS•72"O.C. Q .TOP OF WINDOWS•61-II 3/5"ABOVE FLOOR --.1 I I I a U a_ 9 O J a I I I FLOOR PLAN NOTES: LU J } v 1 I Oj RADON MITIGATION SYSTEM. II I I FILE COPYai WIll J ( 2 WATER HEATER PER S7 NAECA. J ® NATURAL GAS BURNING FURANCE ~ IL I SEE APPLIANCE SPECS. 3 ® 24 HR CLOCK TIMER FOR FURN U) O FAN RELAY t WHOLE HOUSE FAN. j 5,_0. T-0• I/ 1 II'-10 Irz" / - 9-I la" L~L J ,r °5 SMOKE DETECTORS ON CEILING CENTERED 'I I OVER DOOR TYP.IN ALL FINISHED BEDROOMS. a (. WIRE TO 110v WITH BATTERY BACK-UP 0 Z I 411, - 4 © FUTURE SO.SHOWER STALL,WITH SHATTER PROOF ENCLOSUR '�7 I I I _ • I I O WHOLE HOUSE.FAN 250 CFM v.T.OS./OR 50 CFM S BATH AREAS �.. C I i I y I ® WASHER LOGATICAN-PROVIDE H/G WATER WITH DRAM BOx IN WALL 11--- Q \V 9O DRYER LOCATION-PROVIDE VENT IN FLOOR VT.O S.WITH DAMPER 1(� Q 5036 XO EGRESS J l_ J • (212x10 HDRJ �� � 1\1\ `"1 1 0 \ \ r ( v� ^// "i 1 V 41 0 WOOD HANDRAIL 34"TO 3B•ABOVE STAIR NOSING Z _ �! -1 S. ® (METAL HANDRAIL ON EXTERIOR CONCRETE STEPS) 7 (271X10 HDR LJ '�-D I I / O 3 LL m 2X4 WALL FURRED 5 I/2•W/III 1--,-"jit � + I-JOIST rlv'�!-IIf�R3 NOTES: 2X6 P.T.PLATE AND III \��©� ` UO II N O . 6 MIL VAPOR BARRIER III •PER OF FOUNDATION. 0"•'- --, FD. F.-..,..,___,..4_1 '� ALL -JOISTS ARE TO SE AS NOTED.AND 192'O.G. (FINISHED BASEMENT) 1 _ 1 OR AS ENGINEERED. � 0 11®/AI Il „V' PROVIDE A CONTINUOUS RIM RIBBON AT PERIMETERS. fl 9 t SEPall 41.3 • r1_�J 1 �O •` r RCC. ROMURE - n(� ® 3. ALL CANTILEVERED I-JOISTS ARE TO NAVE LATERAL SUPPORT 1 I Y/J� LAB ... 12) ,l : BLOCKING AT SEARING LOCATIONS.-SEE PLANS 4"GGtN•=tETE SLAB v V I U_\ OVER 4"ROCK FILL 4 PROVIDE PROPER BLOCKING IF RECUIRED AROUND ALL y U e-� I I- A-I FLOOR PENETRATIONS. LL III tom-i9 lI I.l / 1 "3Yex4' l J �j'(yx t� ('^ I l 4‘4�J 5 PROVIDE I-JOIST HANGERS Ai ALL LOCATIONS IN WHICH I-JO15T U ( IB'kl8'Sc5'F'G-2 zl 'k5'FTG-2 �• e J `et l I .�� / BUTT UP TO BEAMS OF OTHER BUILT-UP I-JOIST.-SEE PLANS l III 1 r - 17 f 1 6. PROVIDE MICRO-LAM HEADERS AT STAIR OPENING LOCATIONS. p WALL - (3Rx6'e_,112'-3" 18' B 2 / 7. PROVIDE PRESSURE TREATED OR GAL V,FLASHING SEPARATION O o r (TYP.) —_=I _(. 3_5,V2" 3- /2" -10 t/ l 1,(1,41' 0 BETWEEN I-JOIST AND CONCRETE. - � I t_ - Z�• -eZ�,Z �J`3 s 4/:!i Irl"'d"�' 1 e. REFER i0 I-JOIST MANUFACTURERS INSTALLATION DOCUMENTS F—'� at mid ice'_ 4 ��I L� �' ( RxI0'r� �- , 'i j�R 7 r FOR R TO FRAMING SITUATIONS. O v o Blocking'Nuked I FB +5(DROPPED) PE 24F-v4 GLB LiI`J /' ^ ! 1)/ f f i ^N 6" (DROPPED) 1 r II - CONCRETE NOTES: C J=`E2,i.�{ I//� I vi--— y 1 I, /FINISHED WALL a DOOR _ •bearing�{unfinished 1'-0^� I. BED II __ry_I (11 7/e.LV_II ju/FINISHED BASEMENT TYP. ^T` �� � —r—M I walls CO �� __ _ z UP I I Fu a w ° Q N �] I. ALL CONCRETE IS TO BE MIXED TO A 2000 PSI RATING W/4"MAX.SLUMP. CO 1 NI G II I � �+ = 2. ALL BACKFILL AND SOIL BELOW SLABS AND FOOTINGS MUST BE COMPACTED _ O' I TO 2000 PSF MIN. IL, II B I I ICl::(`^ 0 U -U W I Ifl I III 3. CONTRACTOR IS TO PROVIDE 1/2"RN.X 10"ANCHOR BOLTS AT 72"O.G. V O K _ O �i i I J u - j AND 12"FROM CORNERS AT ALL PERIMETER FOUNDATION WALLS AND ALL > PINNED R-IS INSULATION BEARING WALLS. O I --,'LI z l Ij ( W/6 MILE VAPORFFOUNDATION.ARRIERV A _ W4. CONTRACTOR IS RESPONSIBLE FOR ALL REINFORCEMENT IN CONCRETE WALLS •PER OF AND BELOW SLABS REQUIRED.ALL REINFORCEMENT IS TO MEET LOCAL �� IN I �' I I 1 (UNFINISHED BASEMENT) f2RXi0 HDRI CODES AND IS TO WHERE INSPECTED E BUILDING DEPT.OFFICIALS. I I u, ISI L � I \ � 5. CONTRACTOR MUST INSTALL A MECHANICAL VENTING SYSTEM FOR THE REMOVAL I .:��jjjj (212X10 HDR I OF RADON GAS FROM BELOW LIVING AREA SLABS AND CRAWL SPACES.ALL VENTS 9 5035 XO EGRESS 0� I I MUST PROJECT UP THRU THE ROOF. • rr z�r -.1-L n I t \ \ `1,, #.14* J �.� 5036 XO EGRESS '� �-2X PRESSURE TREATED ALL PLATE•PER CANTILEVERLOOR . FLOOR ABV. `9 STUBBED STEEL INTO CANTILEVER \ ��-�� Swr# I-��1 PORCH SLAB. FLOOR ABY. \ -- -- _.---1/1"DIA.X 10"ANCHOR BOLTS•72^0.0 Q b"STEM WALL W /12 FOOTING O I —"4 BARS•45"O.C.-VERTICAL Vii/ U I II Q cf)COPYRIGHT • 2000 —•4 BARS•24"OC.HORIZONTAL-CONTINUOUS / / b-10 ,r 7 4 (' 6-0" .f ONE WITHIN 6^OF TOP AND BOTTOM OF WALL. wI (EXCEPT SPOKANE COUNTY) m-im" 2m•-2" �I SCALE= /B"=I'-0" / r (2).4 BARS IN FIG.-CONTINUOUS -OR- 32'-0" / �l (EXCEPT SPOKANE COUNTY) SCALE 1/4"alp--B2 4' ffI DATE 7-18-02 Ilts >� DRAWN BY 1,,,,,,,,,,,,,,,.., CHECKED BY VARIES JOB NUMBER 1 / SEE PLAN/ FOUNDATION / LOWER LEVEL PLAN SHEET TYP.FND. WALL/FOOTING REINF, A..,1 A-I SALE I"=1' - m„ -Or- 1/2' _1'-0" • 4 AREA SUMMARY: REVISIONS MAIN FLOOR FIN. • 890 50.FT. - - MAIN FLOOR UNPIN. • 0 5O.FT. LOWER FLOOR FIN. = 0 50.FT. T321-0" LOWER FLOOR UNFIN. • 749 5O.FT, j TOTAL FINISHED - 890 SO.FT. * , TOTAL UI-FINISHED • 749 50.FT. - 16'-3" '-10 t/2" 2 CAR GARAGE = 480 SC.FT. TOTAL GLAZED AREA = 5353C.FT. GLAZED AREA 5 • 9.4 5 NOTES: , . 16070 01-IAD. -ALL BMS.t HDRS.TO BE(21 2X10'5 OF.2 • UNLESS NOTED. -TYP.PLATE TO BE 8'-1 1/8" ,1. '><''/ 'SOLID BLOCKING OVER SUPPORTS. I FIRE BLOCKING s ALL PLUMBING PENETRATIONS. - ` 'WINDOWS ARE VINYL FRAMED-.WINDOW SIZES SHOWN 4036 XO .TOP OF WINDOWS P 6'-II 3/5"ABOVE MAIN FLR. in TYP EXT.WALLS TO BE 2X6 6 24"O.G. fit 1 l' •SMOKE DETECTORS TO BE HOT WIRED W/ Si z �_® II/ m DISCONNECTING SWITCH t BATTERY BACKUP. ft W Q N p 1'' J 9 'O�, 9 9 ®. 1..{.i O -_'i® '1 6 6-O0 2-O c ? I FLOOR PLAN NOTES: 'Q I- 0 m LL -� _— $ C 60"TUB/SHOWER COMBO.STALL 6 u_ vi i, '/II// U i 1 j ,®,�� LINEN-5 EQUALLY SPACED SHELVES Si Z • 'itgT7/ ,,,,,,, ,, ,,,,.•11 /' N V 2X4 HALF WALL WITH WOOD CAP � g Q n // / / f / I ' ' ''''q ® WOOD HANDRAIL 34°TO 38'ABOVE STAIR NOSING 5'-0" 7'-II' i .--a-----.., 4'-11" 7'-11' ly (METAL HANDRAIL ON EXTERIOR CONCRETE STEPS) j__ 7 0' / 3'-0' CrSj ® SMOKE DETECTORS ON CEILING CENTERED 7 -- ~- I'_I 1/2^ ¢ OOVER DOOR TYP.IN ALL BEDROOMS. I I'tl WIRE TO IIOV WITH BATTERY BACK-UP tOFT. I4030 x0 , I 'M ) '^ O7 WHOLE I#U EI FAN 250 CFM V.TASJOR 50 CFM l BATH AREAS , - EirinMili _ _ _ _ .� ' 2x8 BLOCK CENTERED b 51'FOR THERMOSTAT. f t11 I 0 30'FREE STANDING RANGE-SEE SPEC ADDENDUM OFFSET[LOOK JST9, V ;1? F VENTINW. l 9 00 DOUBLE COMPARTMENT STAINLESS STEEL SINK m .. ..--.-....--_.... ® I!1 WAIL l WITH GARBAGE DISPOSAL. "t I J �._-.^--- FOR VENTING. 1,N '^ .I� DISHWASHER-SEE SPECS. ��I��I�gay y V,C� 12 PANTRY-5 ADJUSTABLE SHELVES(VERIFY) ♦ 9 I� ��„G KITCHEN }fir �' w _ 13 REFER LOCATION PROVIDE 39'CLEAR SPACE ' , ,' /LL GLC.-VINYL ID INING ROOM _ -- ° B 36”OPEN HANDRAIL WITH 2"X2'BALUSTERS r 5 I/4"O0. 1J�� d VLT_CLO-CARPET �0 0, 14 WITH 2X4 TOP RAIL.-VERIFY E AU FANS _.___ � ", V C t.,�, ,, ,,/,,, -, 2 g C 0 1 FM kitchen �.%, i;= = d r BLouclN�s SCHEDULE: P S C 'toms � ' o;'/2" -— 4 u w 1'-3" 3'-5 in-' 3'-51/2" 'V "� p /Ap 11� m SHELF a POLE n KITCHEN CABINETS- K.1N ,� I\_ H J ._ ._d:_ r O S' _ _ UPPERS:2r.8 E 84'AFF 4. a \ J m - I 9 LOWERS=2x6 6 39 I/2"AFF. 9 r • W n (2 Rx4b FLAT s Aver .T- /�(y�� I ° ;_= CI n VANITY CABINETS•2x6!35 I/2"AFF. ~�i 1� 4 CF GLC.VLT. ��-� N 36"LAV. 70�. G 0 - TOWEL RACKS•2<5 f 48'AFF_ / z BATH 9 . • i ' J 0 , 24 8'CLC. ry I I\ VINYL -J LIVING ROOM ill �� Cr- { O f VLT.CLC.-CARPET = .I -- ,z,, va • N , _ , UP.1 -_ 1'. ,, • • FROM STANDARD 192" . v 3 • _ —1I �1 9 .tit, ' #44. 7050 FIX n > 5036 x0 EGRESS 7'-5 1!2'PLATE ♦ -6"S .ONLY) • 253,.04.G. XO4APAI e 7.0 2X6 ,n ©COPYRIGHT - 20001 AI 1 VP �;7'0 /2"S.OA.ONLY) RESIST.' I 1 A"GNB.W/GULL- NOSED CORNERS. r---- , SCALE:OI//8"=11_0' 12'-s• 6'-g^ 13'_0• SCALE:I/4°=1'-0° DATE 7.16-02 321_0' DRAWN BY r CHECKED BY MAIMAINFLAN I JOB NUMBER N FLOOR FLAN PLANT SHELF WATERFALL- DETAIL SHEET SCALE 11/2^•(-0"-or-3/4"•I'-0" A 2 • RE''/i S ONS i ATTIC VENTILATION: 20'-0"GABLE END TRUSS --++�� 1562 SF.AREA " (]RX10'S —_ 300 +E.21 SF.REQUIRED PROVIDE I'MN AIR GAP AT EAVES WITH INSULATION BAFFELS TYP.AT II __—__=__—__ __ __ ALL TR15S BAYS. PROVIDE GABEL VENTS ALL GABEL ENDS SEE PLANS FOR TYPE AND SIZES. PROVIDE GALV.ROOF VENTS ON BACKSIDE VOF ROOFLINE ABOVE CONDITIONED AREA OI ----_-------- `I NOTES: 'I -- —- -= i ,11 •ALL BMS.t HDRS.TO BE l21 2x10'9 DF.2 UNLESS NOTED. W w •VENTED BLOCKING OVER SUPPORTS. 51 ,I *EN— 9.12 •> IU ROOF OVER-TANGS TO BE 12'UNLESS NOTED.6 ,ROOF PITCHES TO BE 5/12 UNLESS NOTED. In —--- -- - TRUSS NOTES: ill 0 z 'ALL TRUSS SHALL CARRY MANUFACTURERS STAMP. 'I - �-_ —-_ I 'ALL TRUSSES SHALLSP BEIINSTALLED 4 BRACED TO V 1- A MANUFACTURERS SPECIFICATIONS. \ H' n/ 5 IL lL __ __—__ •ALL TRUSSES WILL NOT BE FIELD ALTERED WITHOUT d Li- / )2-X1OS L(2/2X10'9 PRIOR BUILDING DEPT.APPROVAL OF ENGINEERING . I CALCULATIONS. — ") O IV 2x05 SHALL ` O , I\ij,I N I DRAWINGS ON SITE FOR FRAMNG INSPECTLION � CO ., .! . !I I I I I I I I IW. { .( 14„ I`,I I I I I 'NON BEARING WALLS SHOULD BE HELD DOWN FROM S - THE TRUSS BOTTOM CHORD W/SIMPSON STC TO INSURE f(1 m _N THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR V J ON THE WALL. I I Q 2 1 ,I I I I I I I I I I I I I I z ALL CONNECTIONS OF RAFTERS,JACK OR HIP TRUSSES TO W W MAIN GIRDER TO BE PROVIDED BY TRUSS MANUFACTURE. w 111 il1 I I W m0') m INDICATES 2>< 0 ► _ __RAF ERS a.24 00. FRAMED I I I I I I i I I I I I I 1 I 0 - I I II I ' I I I I I - -�- N ` C1 I�-I- I I I1. I i I I I I I I I I II • _ I r ____I _ ___ __ ____ ___ __ ___1 RIDE-_ __-�i � *Ij I t I I} I--I —"-P I C I .I�� I 1 I CI — -. J 9, Lx ��7 I I I �/ I I I I I 1 I 1 �� I I I I I I I I I L I Ii '���1 1 C l�, I I I I 1 I I I 1 W F� I I I i I ; ♦4 'l�;` Qi C z I I P r...+04r. \ 5' . * 9, - I3'-m”G RDER TRUSS 1312X10'9 i n I 12RXI=HDR 4 • v -�T I \�-�_13'-0"GABLE END TRUSS ADJUST 24.-- T HEELS TO MATCH 5:12 PITCH • i.# 3'-0"STICK FRAMING E 24"OL. ' 1 ©COPYRIGHT - 2000 1 27'-0"SCISSOR TRUSSES B 24.O.0 27' GABLE TRUSSES f 24"OC, , • REGIST." • SCALE: I/8"=1'-0"‘ -OR- SCALE: I/4"=I'-0" DATE i 7-15-02 DRAWN BY I 1 „,. CHECKED BY ROOF FRAMING PLAN JOB NUMBER SHEET 1 A-3 J REVISIONS • J'i 1 i i Ill' J �! 1). !� 5 I� i I Till ,.1 1+� ,!I 1 , � I �� �� I�I I ~I 1 I1 1 I f I, lis 1 0 i IL ! 1 II I I 1 �I 111 1 ! 1 ! I I I 2 � I '!!1 1( 1 � tunlnlmmnuuntuunnu��- sul/lummlmmtn umu (fli/ttll(/1111t�1t!!/1!1/MHN/tllfl/tnnnlmmMmfn{I/nfl(♦n 1� -�•A N/funalume /nsl/111m111mt11100 ineanislnnsIonsomul/shit/toll/lulntiu/lui!/Iigi/(!1!!/s �� a o.tionm , • ill/1m111st/111,1 1 �f1i I(1}1u�I f Ist I �1�I ljl��`t,�!!► '�I t n Imtllsl/i/1v% DP.=LAE •��"'s!/II1N/111EMil1i/t/f�/iflllEUNIVENE iltll/tv'" 4 'OP PLATE _ !ice b'� .. M 11111 11111111115 IIIMMNI, MIME= f/IT ` 1 1 `Ip�,..„7,/,,,),q11,,, 1 l 1 ' I t0 am!/IuslnIIIIIMsmn �. 'Illy/1,i, �( [�j�j Q �!1/tulmn/1/ntmcllosmon A I 1 ( III 1 171 1111 k11 !ilii' '( 1� � U TOP PLAre n,-..,__ II FLOOR LINE '=MIN ® ® i ++-. FLOOR LINEfk TOP PLATE -- F TOP PLATE vI ���=..'IIIIMIIIMMINIMINNOI ll jl a, W � i I 5z i9. _� ■■M..1 = NI■■■ �l I U.M■■ m U® —� •••••11 pi - z � I■■o■■ _ r� N■■V• -- !_ TOP OF STEM WALL �_= - l.yp--rm.; Q ' w t _1 TOP CF SLAB __ __ ___ __ __ __ 1 .__I m w TOP OF SLAB -I 0 00 I— RIG 4T ELEVATION FRONT ELEVATION I W CE D Oc 1--v z ISHN IHI�1 C cc y 5 iW%-....„/nimrn — E nmlur il lJ C - ,' u/tns/111111111 —— _ —CLGLINE1111111111111111111111111 1/fnsl/111s1.11111! O ITOP PLAT , ,...i.,:„ _ I/Insi/Illmltlsi111 TOP PLATE 3 v< iiii N 0 . . , 1 1 1 ! i ( ! 1 t I m �m� IIP )41 I .�� '� i i1IIf�1 O I�Hu •i .l 11 1 II I ItTriil m **Ai. 1 111 ! 1 i t (� {I f I 1 I i *� __ �� 1 Loil! 1 II 1�l�l1 1 1”�1�1 II�1 1111 I 1111,1 I III I,, TTOP PLATE 1 1FLOOR LINE --�- FLOOR LINEr • 1 _OP PLATE __ TOP PLATE. I � ��1 I • ro ©COPYRIGHT 1000TOP OF LANDING 1 —�IIIIIREGIST.• 1TOP OF STEM WALL ! mOP OF STEM WALL1111 ,bill„,5 ,2 L_.—f MINIMEMMINOINIMIN I II -- It SCALE: • mI_ -- -__ TOP OF SLAB, TOP of ELAS E SCAL1/4"=1'-0" DATE 7-IE-02 DRAWN BY ,ryou,RINT CHECKED BY LEFT ELEVATION REAR ELEVATION JOB NUMBER t q"=4 r I 1 REVISIONS • 1 SECTION NOTES: i , /--,APPROVED ROOFING OVER 30'FELT,15/32.OSB SHEATHING J P1 '/•/'1'e r?c "5 7' / -- ,-4 ' �AND PRE-ENGINEERED TRUSSES AT 24'C.C.OR 2X OVERFRAMED RAFTERS-SEE?LAN 4--, / 2. R-30 MIN.INSULATION-PROVIDE I'AIR GAP AT EAVES WITH INSULATION RAPPEL va- C-e I J �' C/C' G%1 5 ` 3. 1/2'SHE.ON WALLS AND CEILINGS.-5/S"TYPE"X'BETWEEN LIVING AREAS AND GARAGE. AND UNDER STAIRWAYS ! + • 4. 7/15°055 SHEATHING OVER 2X6 STUDS AT 19_2"00.W/R-I9 INSULATION AND 6 MIL '\ VAPOR BARRIER ON WARMSIDE.WRAP EXTERIOR WALLS WITH'TYVEK'TYPE INFILTRATION BARRIER 5. LP.INNERSEAL FASCIA PANEL WITH 2X SACKER 6. L.P.SOFFIT PANEL WITH CONTINUOUS EAVE VENT. • 7. 3/4^TAG PLYWOOD SHEATHING OVER 9 I/2'ENGINEERED I-JOIST (GLUE AND SCREW I-JOIST) B. 4'CONCRETE SLAB OVER 6 MIL VAPOR BARRIER AND ACTIVE RADON MITGATION SYSTEM. 9. 4/2 PITCHED ENTRY ALINING STICK FRAMED w/2x6'5•24'00.a SUPPORTED w/ 4x4 SITE-ASSEMBLED CORBELS 4 4x4 HEADER HUNG FROM CORBELS. 10- 4"PVC FOUNDATION DRAIN WITH 2'DRAIN ROCKDi II. 9-10 RIGID INSULATION AT FOUNDATION PERIMETERS(UNFINISHED BASEMENTS/ N 2x4 FRAMED WALL FURRED 5 I/2"w,R-I9 INSULATION a 6 MIL.VAPOR BARRIER jj- J ON WARM SIDE OF WALL(FINISHED BASEMENTS) 1.11 O yam'j 5 12. I/2" N.X 10'ANCHOR BOLTS AT 72'0L.MAX.AND 12"FROM CORNERS ,�// W R AT EXTERIOR WALLS AND ALL BEARING WALLS IN BASEMENT OR EDUAL FASTENERS. "^ J ~ 13. 36"HALF WALL l4/14000 CAP 4 HANDRAIL 34'ABOVE NOSING ,j 1�,'1 f- J :4. DAMP PROOF WALL PRIOR TO BACKFILLING-TYP. I- 0_ 7.'- 400 felt far>�C z _1 08 5 fQ 2 5 f/'. LJ TOP PLATE _...g, 124` �_1 i /n. mannl1n.nIiiiini mimnxLunm IIIl IlmNiuuRmanIRIIp-gmie 4 IIIlu11UI11111111111II1uM111111IiuIIIIIII11E111111I11 111 IIIIIIIUli110i11111 111/i1INHO 011/1011 111111N1111111111111111 "11/1111111[111f1111111 DOOR + 1•IO1/11111E1111�111/w11Nini11i1111n1u11inn 111.1111ii111/111111iIu DINING BEYONC umm ilimu1ionsou 111�i11/1�1mmunnur 111111111111111111I1UIr11 b/1111011'i1HO11.it�•lallliiIIM Rf•nuai/11111111•lutc�ex11ruxlrlEe�t�fw11l�unm1 q) ` 1 TOP PLATE 1 I• I I I I 7 I r^ 3 ENTRY '✓ W C i—__FLOOR LINE ; .. — ( o >— TOP PLATE -, T O r; 2-CAR GARAGE O I-- 2 MECI-IANICAL 4-IAL� 3 10 3/4° 2 ~ m - � Q I CCC TOP OF STEM WALL m - _ a t � , _ e .1/ C 1- FIN.SLAB - ___ m 10 _ V` II II • A1,1_ �---r'' 3/4'DECKING A iE3UILD INC SECTION *Al I/8'TREAD II A-5 3/4"RISER 'I M 2X6 FRAMING FOR 10" \ —limn. imn. LANDING-BEYOND I/2' TREADA I ���pH. (212X10'5 3/4"SHIM • N' I ©COPYRIGHT - 2000 9j , . 2XCRIPPLESTUDS-BEYOND41o REGIST.' • 2X PT.BOTTOMPLATE-BEYOND ►z�� i� r SCALE,VS"=I'-0" / SCALE: 1/4".l'-0" L 2x12 STRINGER DATE I 7-IS-02 DRAWN BY 1 eCUGURNR —P.T.2X THRUST BLOCK FOR STRINGER CHECKED BYI AND SHIM BEARING JOB NUMBER SIDE VIEW SHEET ea TYPICAL STAIR DETAIL A-5 t / RE i'SICNS 1 I 1 1 I 1 W Q� Z w J 1 1- ull 3 4�y-4� \ H IL y I-- 72741)------15. 3 ° U �—`o- � lll v . 1J a 3 I i n• i\ ��y Ct �,� / FIXTURE<B • `�I.`• FIXTURE AB. PER GREENSTONE I IU PER C ADDEND -'-G ADDEND. 0 PENDANT SPED.ADDEND �, ®� K 7 Wo V r on 0 PL. \� y P.G. $ �� I 2CE I O 2�cfm 3 6Y/ 0 C (' 0 �' Qi c 0 %tto 1 o 1 L � ' _ -\,. o �—v o ili o EXIT �.t'ST FANS g C W I / r o ) g -- FOR RADON FAN WI, �f • L I�/� ( I " bathrooms LIGHT AND SWITCH ABOvE 444 P.G. P.C. / [ }Q ¢ . ITCµAB. ¢ & 1.1 i ��,y _ la. LI oV\ v • J "HALF ,ry, W • #4•4* . I , 4Sv# SYMBOLS • LOWER FLOOR LCTRIC,4L FLAN o „mv OUTLET 4 SWITCH 6 220V OUTLEa SWITCH- 3 WAY MAIN FLOOR E.LE.CTRICAL PLAN ©COPYRIGHT - 20001 S4 SWITCH- 4 WAY REGIsr.• ♦ TELEPHONE V EXHAUST FAN-V.T.O.S. i,DDIMMER SWITCH 0 SMOKE DETECTOR- INTERCOM STATION e SCALE 1/B"=1'-0" n -CR- 4-RECESSED V. INTERCONNECT Y' VACUUM OUTLET SCALE V4"=I'-0" RECESSED LIGHT I CABLE T.V. DATE I 9-5-03 DRAWN BY LAS WALL-MOUNT LIGHT pJUNCTION EOX CHECKED BY {CEILING-MOUNT LIGHT p DOORBELL CHIMES JOB NUMBER ==340W SINGLE TUBE FLUOR.FIX. iii GARAGE DOOR BUTTON SHEE7 (: i -.;<t,N y i KULuKpL Ht,huB i 17 GLUE MUST BE UPERV.OUS ANGLED OR ^2x6 OUTSIDE-TRIMMER ! li ORNE N ! REVISICNs 2x FMMER,A'CUTS DES.E TG APPLIGA7 GNiSEFYIG SOU�KE 2x6 • NCT n D INSvE-RIPAMER , IHoit Engineering - AF DETAILS AUTHORIZED USE LIST - 9/3/02 , PLAN OR HEADER SIZE 2x_, CONDITIONS RELATED IO 1423 a Lacey Ave.Saseen.:o esess 762-8717 41 OLE,MLS tc)GLIB HEADERS MOISTURE OR c+v PERATURE ,;,r' iY -� II; MI r't CAN SE NOTCHED AROUND AND MUST PROVIDE 'r - � ' .Nuc.0 2x6 MIP MUd HEADER - �i-: '' PL NEc 5M TO2x60U SDE Please update the authorized contractors for use of Details RFI RF2.RF3.RF4 and RFS. x.;,_ VERTICAL-2x8 MINIMUM OF 50g/sq,In These details serve in lieu of the U.B.C.Sec 2326.11.4 Alternate Braced Wall Panels when less c ° SHEAR STRESS REPEAT @ F,61r ER G U TO 2x1G FACE IEEE TND than 2'-8"- FU SURFACE GLUE PLYWOOD AR &APPLIED NnIL w/10u.a o'c .NH1Lt C-uJE.b S tlty h1E' - — rWl H NO JGINTS)FOR 4 FEET WITH ROLLER OR BRUSH •T pJ5ITE END z BRF1ac provides lateral resistance equal to two fully sheeted 4'long panels,one atHEADERS CAN BE SLOPED Q each end of the span(as in a garage door opening).The minimum jamb width for EITHER DIRECTION OF CORNER - ` / RF 1 is 11 3/4"with openings up to 18'allowed. -- 7 p. Soa, N SE NOTCHED --. Z L HEADERS, RF2 provides lateral resistance equal to one fully sheeted 8'long wall.The t O RECEIVE VERTICAL 2x8 FACE 7ii}I -� /jam + . (AS AT A°EAR CATHEDRAL CEILING) �II Y ,,: minimum jamb width for RF3 is 8 1/2"with openings up to 18'-0"allowed. 1 + �� I PIECE.IN ALL OTHER CASES A I A I (AS 2x6 PACK °TEE R CAGE ILj 1 z RF3 provides lateral resistance equal to one fully sheeted 4'long wall.The _ I I ' ;j MINIMUM 2x10 FILLER MUST BE W 1 iLt minimum jamb width for RF3 is 5"with openings up to 8'-0"allowed I j- �',i FULL SURFACE GLUED TO HEADER GLUED TO BACKSIDE OF DBL HEADERS / o RF4 provides lateral resistance equal to one fully sheeted 8 long wall The• ----/f-,- � 1 , hi 1' minimum jamb width for RF4 is 8 1/2"with openings u to 12'-0"allowed m- 11- k, UAXIMUM OPENING 18' z 1 2 DEPTH) ! 2"NOMINAL PLYWOODIOSB SHEATING I o YE P FG'(IT.ATCH053 HE HEADERT.,NG { z P RFS provides lateral resistance for non-bearing garage door walls with no I I NOMINAL P PLYWOOD/055 111 a second story with 1i-10 1/2"side panels and a maximum door opening of 16'-3". I I t z GLUED AND NAILED w/8d @ 6 o.c.A ALL y! w/Sd @ 6"o.c.AT ALL EDGES y� ,i W 2 \ EDGES I I— The following contractors only are authorized to use these details as noted.My intent is that I I �! r Q a_ E 1--- MIN these details,stamped and signed,be on file with you so that these contractors can submit plans �, SIMP50N MSTA24 STRAP z `" T;E w/(18)10d NAILS-APPLY 2 1 I FULL SURFACE GLUE VERTICAL 2x6 TO 1 Lu with this detail included but without a'wet'stamp on each submittal.This approval is ongoing ,l _ 0 unless you are notified otherwise by me in writing. PT\ 3EFORE PLYWOOD SHEATING I O I I 2x10 HEADER AND NAIL w/tOH @ 4"o.c. 1 �' I `-FULL SURFACE GLUE VERTICAL 2x8 e z- I EACH WAY WHILE GLUE IS STILL WET -s4:DETAIL RF1 -11 3/4"MIN LENGTH-LIST OF APPROVED CONTRACTORS I w Baines Corporation Hammer Built Homes Mountain Lakes Const i I \ TO HEADER AND NAIL w/10d @ 4'o.c I u 1 L Brokstnnne Propenes LLC JAM Contractors Inc RG Homes Heartland Homes Nevins Developmentn I I I EACH WAY WHILE GLUE IS STILL WET S -r CONTINUOUS FROM SILL PLATE 70 �I Cedar Ridge Homes JSD Multi Developments Riley&Ritter Const {------ ,' < i I ERTICAL 2x6 OF No.2 CLEAN&TRUE'- Copper Basm/CSF Const Kelly Company,Inc Shelter Associates Inc I \ 3"rd HOLE CENTERED IN 2X8 OKAY II W 13 ! ,DE OF T0, PLATES Z Crescent Homes Lawson Construction Shorewood Homes Inc I \ � o nII Eagle Ridge Builders MB Buildersy Construction Sperle Investments Inc R � - 11 3/4"MIN REQUIRED(9 3/4"IF SINGLE STORY) �I °L I - 2x6 TP,IMMER P,T OUTSIDE—GLUE AND 1 I z Eborall Construction MB Termac Construction Greenstone/Scandalis M&W Construction Viking Construction Inc I -2x8(2x6!F SINGLE STORY)OF No.2 it NAIL TO VERTICAL 2x6 w/10d @ 6"o.c. i z 1 r- Hallmark Homes Monarch Construction Visions West Builders i 'IA L AN&TRUE LE CONTINUOUS FROM SILL Doctor Hawes I �. Wood Do ) I ( ) T C MorVMono ram ( ... , Hamiller Homes.LC 9 PLATE TO UNDERSIDE OF TOP PLATE f N 26 TR,MPAER(NOTCH.AROUND HCR ZGVTA 11.,..„._11 DETAIL RF2-8 1/2"MIN LENGTH-LIST OF APPROVED CONTRACTORS - 1 w . MEMBEZS)—GLUE ANG NAIL TRIMMER'G Ii„>< Baines Corporation Hallmark Homes Mort/Monogram Homes � ., `- Zx TRIMMER ATOUTSIDE—GLUE m + . �, VERTICAL 2x6(„GN/ UE @ 6"o.c. Benway Quality Homes Hammer Built Homes Pine Ridge Development LLC AND NAIL TO 2x8 w/105 @ 6'o c. .i ox �F- - i % L —1 O Cedar Ridge Homes Heartland Homes Riley&Ritter Const j i Crescent Homes Lawson Homes Inc Shelter Associates Inc `� `-- DEL 2x_TRIMMER—GLUE , / V / Eagle Ridge Builders MB Buildedrs Shorewood Homes Inc I = 2x6 FACE PIECE(a)A5 SHOWN - ( AND NAIL INSIDE TRIMMER TO f I 1 3 I Greenl Construction M&W Construction Termac Construction �I s ,__.,.. �`. Greenstone/Scandalis Monarch Construction Viking Construction Inc L1�___ 2x8 w/10d @ 6"o�c. "q`- 1' 11 - � HORIZONTAL 2x6 TO 2x6 OUTSIDE TRIMMER-/I DETAIL RF3-5"MIN LENGTH-LIST OF APPROVED CONTRACTORS N-SIMPSON PAHD42 HOLDOWN w/(16) G GLUE MUST BE GLUE TG 2x6 FACE PIECE AND NAIL altOS @ Baines Corporation Greenstone/Scandalis TimberWood Custom Hm Il u ■ 155 INTO 2x8 IMPERVIOUS TO 6'b.c.WHILE GINE�S STILL WET �, Ili Benway Quality Homes MB Builders Viking Construction Inc NOTE:THIS DETAIL CAN 5E APPLIC.A?IONJSEK`iICE SLAB,PLYWD FLOOR Cedar Ridge Homes S&R Construction Wood Doctor(Hawes) -� USED AT CENTER SUPPORTSCONDITIONSRELATED Copper Basin/GSF n Const Shorewood Homes Inc - RE A -- FULL SURFACE GLUE VERTICAL (w OR w/o CANT) Eborall Construction Termac Construction 1/'L".Pix 10"A.B.'S BY MAKING THE HEADER TO MOISTURE AND/OR0 2x6 TO HORIZONTAL 2x6 AND ALLOWED SUPPORT DETAIL RF4-8 1/2"MIN LENGTH-LIST OF APPROVED CONTRACTORS 9" CONTINUOUS ACROSS THE TEMPERATURE AND NAIL w/10d @ 4"o.c.EACH CONDIT10fJ5 4, STIRRUP SUPPORT(ALL OTHER NOTES MUST PROVIDE MIN OF WAY'v"JFILE GLUE!S STILL WETra cz BenwayQualityHomeHomes MoHallmarkogrammes Viking Constructiongmmnrg Inc"c! 1 Crescent Homes Shorewood Mort/Monogram Homes Viking Construction Inc REMAIN THE SAME) I 50#/sal in SHEAR ' GreenstoneJScandalis Homes Inc STRESS DETAIL RF5-SINGLE STORY 20'WIDE GARAGE-LIST OF APPROVED CONTRACTORS v'REENSTONE UNLIMITED USE RF2 GSEENSTONE UNLIMITED IJSE �, Benway Quality Homes Monarch Development 314 1EMI KF1 '-0" "" Grossglauser RG CAN B -CORNER CAN BE ANGLED GLUE MUST SE Ir.1PER\'IOUS �--FULL SURFACE GLUE VERTICAL C NTPLICA'ON,o -'.vIGE 2x_TO HEADER AND NAIL wOOS ONon1CN K "1 ED 10 „,,,,„:,,,,,,,,:><__ - '< @ c"o.c.EACH WAY WHILE GLUE _—2x6'JO'CHED INSIDE TRIMMER - �4015TUR w .)x �� 15 STILL WE� \;<r/H11-1-1-6--- TEMPERATURE ANI,NI11S~ J CONTINUOUS 2x6 2X IJ HEADER r GARA E SLAB ` ' i o _ PP.OVIPE MINIMUM \� V/ TO OUTSIDE VERTICAL 2X4-GLUE /}v;'`` OF 50#/sq in -,-�' • 4�I I��fl� _ MAXIMUM TO 2x_FACE PIECE AND NAIL w110d @ �x SHEAR STRESS � A�� -. II F a REPEAT L� -- (�OPENING S'o.c.l4rHiLE GLUE IS 571U_WET "� OPPOSITE END 1 \ �, s va va• �, �, !n i �' r X HEADERS CAN BE SLOPED a z �� '-,- L � I - 2 S r ARAGE OPENI 5" 3” , � 8 3" 4 �„� w NG HEADERS CAN BE CUT AT MID SPAN y _ _ - G z + (PEAK CATHEDRAL CEILING)WITH �� VERTICAL FACE N�N = I ----7 2x6 SPLICE FULL SURFACE GLUED I z PIECE CAN BE `. 1--w Id 2x4 FOR TO BACKSIDE OF HEADERS @ JOINT c. 2x10 FACE PIECE t '' 1 1� r I p GLUE AND NAIL 10 I OPENINGS UP �'` CONTINUOUS HEADER u.3 SACK HEADER w/1C.q J TO S-6 WIDE- 11 TO INSIDE EDGES ,m = 2 FACEPIECE TO MATCH HEA DER 2x6 FOR OF OUTERMOST T 2x6 :; l_!_O j BEHIND(HEADERS CAN BE SLOPED) , ,u NAILS @ 6 o.c.WHILE s GLUE IS STILL`NET 1 OPENINGS UP , TRIMMERS,. GARAGE OPENMG V �, 'n ?010'WIDE- SEE PLAN FOR HEADER -O '� 2'NOMINAL PLYWOOD/055 'o.c.A Al �; j in 2x8 FOR . SIZE(MIN 2x8).IF S I/8 :- i v';I GLUED AND NAILED w185 @ 6"o c.AT ALL 5111! .i VERTICAL 2x_OF'No 2 OPENINGS UP WIDE GLB IT CAN 6E . •' ANCHOR HOLTs PER a , EDGES I W. C 18'WIDE NOTCHED 1 1/2' DEEP TO SECTION Raaa.ly of O I (CLEAN&TR.UE) � I�� FIT AROUND • 2m00 IRc� �', FULL SURFACE GLUE VERTICAL 2x4'(0 o CONTINUOUS FROM - 2x10HEADER AND NAIL w/10d @ 4'b.c. ON CONCRETE VERTICAL 2x6(or 2x4) I, UNDERSIDE OF TOP 1 I 3 5 ilAS WHILE GLUE 15 STILL V E7 NT,= PLATES,THROUGH INSTALL AND THE 2x10 FACE SIt IPSON 'DIFLCOR TO SILL PL;T'r_ PIECE OMITTED GRADE I - VERTICAL 2x4 CF No.2(CLEAN,1L TRUE) 1' 1, I-- V PAHD42 IN (HORS CAN BE _ _ , ,�I S MIN CONTINUOUS FROM SILL PLATE TO I I n ',� LIEU OF SLOPED) j • 2 CONCRETE SLAB I UNDERSIDE OF TOP PLATES RUNNING _ 2X - T i 2xI ,� T' t THROUGH 6 STUD 5IMPS uPAHD22 • 11 1 11, 2x6 TRIMMER(NOTCH AROUND HORIZOiJ7 L RUNT:, CONTINUOUS i NAILED wn6d SEE`, THRU FLOOR 10 SILL _ FLOOR TRIMMERS MFGRS.DATA MEMBERS)2x4-GLUE AND NAIL TRIMMER TO ' I _. PLATE(NOTCH SOLE I 'li r IjVERTICAL `- i- P \ .-.2X6 SGLE I II 1_ y LATE.RIM HOIST& ', I I COPYRIGHT 2 '..N ERMEDIATE CROSS-P ECES SAME i FLOORING) ��; -}/''J' PLATE seem PSI MIN.CONC.FOOTING a FNDK WALL Q o - mom SUB r S 9-' i l% REGIST.'R PLYWOOD - 6 FACE PIECE— I FILLER FLUSH �C 11-.1_ I WITH OUTSIDE �- SUBFI COR ', ( I-t�ti �� ' NOTE: SCALE: I/8'=I'-m" 2X4 AND 2x6 TO OUTSIDE OF VERTICAL I EDGE STUDS- �,f I'\ ,' MIN Pie WOOD STRUCTURAL PA L WALL � ' 2X4 AND GLUE TO 2x6 FAGS PIECE AND NAIL + GLUE AND NAIL TO '"`''''-� /4�i , SHEATHIIJG NAILED a/8d COMMON NAIL SPACED 6' OR / 1 ✓ O.C.•EDGES a 12'OL.•INTERMEDIATE SUPPORTS SCALE: 1/4".1'-0" GLUE MUST BE Mr F':-ICUS w/10d @ 6'o c WHILE GLUE IS STILL'NE' 2x_5EHIND wl 10d \ I - @ 6"o c..WHILE i DATE TO APPLICATION/SERVICE RICE 5LA.5 °Lri"!D FLOOR -- RIM DRAWN Br „R""`,,,. GLUE IS STILL'NET JOIST CONDITIONS RELATED TO --FULL SURFACE GLUE (w OR vdo CANT) ------1,1 j MOISTURE OR TEMPERATURE EF;2x4 70 HORIZ 2x6 ALLOWED SUPPORT � CHECKED Br / AND MUST PROVIDE MINIMUM ,AND NAIL wi1Od @ 4''o.c. CONDITIONS F �T--'i BREAK RIM JOIST x' 2x6 SILL JOB NUMBER OF O#i' o SHEAR.STRESS HORI ONTAL 2s BEHIND RIM HOI G a '' WHILE GLUE 15 STILL WET _ c .,z; OUTSIDE GE OF VERTICAL 2X6 AT VERT 2x_ PLATE -� .vuU �Dt 7 I� N SHE ET &APPIED WITH ROLLER:OR • DA /2' eP-O ALTERNATE 2 8 BRACED WALL PANEL P BRUSH �F3 GREENSTONE UNLIMITED USE GREENSTONE UNLIMITED USE SLE " �� r 014 11-01' RF4 u 3/4' - ,-o"