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2003, 06-24 Permit App: BD03-743 Residence City of SPOKANE VALLEY PERMIT # & 11- PS- BUILDING -BUILDING PERMIT APPLICATION Box 1 OWNERt< it,/4 AO L.[��, .,UB LULAiION /81Ze.0 /6 � u1J OWNER'S-ADDRESS )4/ I k), cITY PHONE >- /s—5-j60 /H e.rfcxi: tr ti 46, DESCRIBE JOB // �ri1 19011 q Al P C_oi in 5�r ' l 1"21 f^\ R S( t"r\ THIS PROPERTY IS OWNED BY: SINGLE/MARRIED PARTNERSHIP CORP. BOX 2 CONTRACTOR'S NAME 6`!r''PP_n5 (€,Ae_ (la n5tyur, �,2�,,� L+51-CUNE 5-Of 5-6� CONTRACTOR'S ADDRESS / / ( L,V, e_ (7/�, u,or c,( CITY , toe rl ' 9?Cel ( . k� `A-1i Z CONTRACTOR'S REG.# LiRFfV G L CD4/'/ 1 Q. EXPIRATION DATE (/31 f C 5— (CARD (CARD MUST BE PRESENTED AND COPIED OR VERIFIED) BOX 3 CONTACT PERSON OF PROJECT /"7,"K ,nriit.,r til ` PHONE SZ c;-e 3 75Z`17 ,'/05- ADDRESS 2/ ,U.. /11 ec-rf e,;,o4.)ex-.;ci ACITY L,b L x kc®`td)4ZI P 9 c'CJ l 7 BOX 4 SEWER AVAILABILITY WATER AVAILABILITY Lvek(.,-{ , 7 BOX 5 ESTIMATED PROJECT COST$ Z./ *20 r) EXISTING BLDG. VALUATION $ BOX 6 PROPERTY TAX ACCOUNT NUMBER y77 367i LEGAL DESCRIPTION (IF NECESSARY, PLEASE SUBMIT A SEPARATE PAGE WITH THE LEGAL DESCRIPTION) CENSUS NUMBER LOT NUMBER BOX 7 BUILDING SQUARE FOOTAGE(Existing/proposed) 1ST FLOOR / 'Y95"2ND FLOOR / 4/33 3RD FLOOR `T' / OTHER -- / BASEMENT FINISHED / BASEMENT UNFINISHED -- / 17'76 DECK r-- / AfX.7 GARAGE / 5'c O CARPORT / TOTAL / /9v i HEIGHT TO PEAK OF BUILDING 2C) FT. BOX 8 (><{ 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 BOX 4 BOX 11 Septic Tank-Not generally allowed in the City of Spokane Valley. For special circumstances contact Your sewer purveyor and the Health District (See BOX 4) BOX 12 Street use may require a" Street Use Permit"for sewer, water, sidewalks, curb cuts. Contact the Public Works Department. I VERIFY UNDER THE PENALTY OF PERJURY THAT THE INFORMATION FURNISHED 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 /''�.,/ ►,�,,�` DATE 6 211-03 (OVER) I hereby authorize the City of Spokane Valley to charge the fee for this permit to my credit card: Visa Mastercard _Y__ 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. p� _ 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 ,ohne 11707 E. SPRAGUE, STE 106 .00\Wiley SPOKANE VALLEY, WA 99206 ` (509)688-0036 FAX(509)688-0037 PROJECT TRANSMITTAL: - TRANSMITTAL TRANSMITTAL DA 1E: • SITE INFORMATION - PERMIT INFORMATION Site Address: 1© 1 7<tr- E /(Q4 '` 'Ai)--1 i Permit Number:(3p 03---.7`33 Issue Date: Permit Use:`� e` ' Parcel Number: Applicant: Subdivision: Block: Lot: Phone: Zoning: Water Dist: Contact: Owner:eri.reow c Cul& Phone: Address: Contractor: Building Inspector: • Setbacks-Front: Left: Right: ' Rear: APPROVALS BUII.,DINGS: �,�rl '-7/ _ PLANNING: ENG I v A A L� c C C� esS HEALi' SEWER: FIRE S' • APPROVALS WATER DIST: STORMWATER: ETHER: 1(15 C Lel — 33 313 : 5 0 • a d o J 1`5. -a) _ 1 57)0 Liq° )9 — �� , 20 -coo � 3p• 15 .000$ . MECHANICAL PERMIT APPLICATION PROJECT PERMIT ADDRESS: j 0 1 Z 6 E. 1 1,'th- 4vey iP USE: OWNER: PHONE(Daytime Contact): blc�lt5k,, LL,L, 601 -Z6-2-?5271 y/on- _ MAILING ADDRESS: n �/, / (- J, t q /j 1��/ /�.� LssiC�Cf w :YY?�1 Lr �2 i ✓701��t_ �K e j CA)4- ?So% 1 (street) ( ity/state) _t •(zip) CONTRACTOR: LICENSE#: c_ 4-1 ..- . M e C_IAr.,• r(L I C,0111%O th CO 38 1417, MAILING ADDRESS: PHONE#: 4.--(--)1 - i ti-;-Cl-oi • t l 6 t 1 'C t oiv o,-i-P�^, c)rl'ie.- I pc)i "e_ Go 4 97Ld 6 (street) (city/stat) (zip) DESCRIPTION OF WORK #or UNITS X COST EQUALS AMOUNT 1 FUEL BURNING APPLIANCE =OR100,000 ) X $15 = I S- 2 FUEL BURNING APPLIANCE >100,000 X $19 = 3UNLISTED APPLIANCE(ADDITIONAL FEE) =OR<400,000 X $50 _ 4-UNLISTED APPLIANCE(ADDITIONAL FEE) >400,000 X $100 = 5 USED APPUANCE(WSEC min.AFUE rating) =OR<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 r-- 9 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 - X $10 = I p 15 FUEL BURNING WATER HEATER - �'I X $10 = / 0 16 MISCELLANEOUS FUEL BURNING APPL - X $10 = 17 GAS PIPING(ea.Outlet) - 'Z X $1 = -2- 18 18 DUCT SYSTEMS - X $10 = 19+VENTILATING FANS - Z_ X $10 = -Z 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 - ( X $10 = 10 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 OR PELLET STOVE/INSERT - X $10 = 32 WOOD STOVE-FREE STANDING - X $25 = - - SUBTOTAL igfflit /,,. .. , Le7 .CP 0 CASH 0 CHECK 0 MEM 0 PLUS PROCESSING FAXED PERMITS WILL ONLY BE ACCEPTED WITH PAYMENT $S uv OF A MAJOR CREDIT CARD FEE TOTAL PERMIT FEE • DUE DATE: EXPIRES: BANKCARD NUMBER: AUTHORIZED SIGNATURE: (1TF SpoOEkane 1 4010000 valley . PLUMBING PERMIT APPLICATION PROJECT PERMIT ADDRESS: I 0124 E 1 .o. � Lame- USE: OWNER: B tom s h.x,� (..6,..ve.3 L.L. L, PHONE(Daytime Contact): 50.7-2_52-.75-6 7 X./O es- MAILING MAILING ADDRESS: /1Z j A). [ t v_c,A ev..•oM 1..41".e.' ,_ L s' e r4 1,,�V e_,, ►i i,4- 1G(? (street) (city/state) • (zip) CONTRACTOR: LICENSE#: [ kg c�*V s Pt) ��.°� fJ+4ti'� S6P� � Pte' MAILING ADDRESS: PHONE#: Sc 9 -Cl Z7-- "{ 1 f ZI 50 L: q �- -ven�y� , Sec, t4cv � 9 � �� , to R- v 3 7 (street) (city/state) (zip) ALMOND'FIXTURES DESCRIPTION DETAILS #OF uivn ' X COSI EQUALS • AMOUNT 1 TOILETS WATER CLOSET,BIDETS a X $6 - 1 2. 2 URINALS • X $6 = 3 TUBS Z X $6 = ( 2- 4 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, ( b PREP/CULINARY/MEAT 3 = 6 DISHWASHER I X $6 = LP' 7 CLOTHES WASHER 1 X $6 = y 8 GARBAGE DISPOSAL t : X $6 Le 9 WATER SOFTENER X $6 = 10 ELEC HOT WATER TANK NOTE:IF GAS SEE MECHANICAL X $6 = 11 FLOOR DRAINS AREA,CASE,COIL,TRENCH, y ( $6 / CONDENSATE \ X = 0 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 l 16 CROSS CONNECTION VACUUM BREAKER,CHECK • X $6 DEVICE VALVE,AND R.P.B.P.D.FOR: VATS,SUMPS,TANKS,BOILERS = ' 17 SPRINKLER SYSTEM ( X $25 Z. 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 e . - SUBTOTAL 0 CASH [3 CHECK _ 0 PLUS PROCESSING �.�� FAXED PERMITS WILL ONLY BE ACCEPTED WrI} PAYMENT •$3&ee OF A MAJOR CREDIT CARD FEE • TOTAL PERMIT FEE • DUE DATE: EXPIRES: , BANKCARD NUMBER: • AUTHORIZED SIGNATURE: , Washington State Energy Code: Component Performance Worksheet Zone 2, Other Fuels Fairmont RE Greenstone Construction 1421 N. Meadowwood Lane 10126 E. 16th Lane Liberty Lake,WA 99019 Spokane,WA 99203 Contact: Mik Bondurant 509-252-7507 ext. 105 Plan Date: 1-15-02 Drawn By: Mik Standard Greenstone Construction Entry Date: 2-25-03 R-38 in Clg' Heating System Size Ducts are located in unconditioned space.E Conditioned Floor Area 1403.4 Equipment size over design load 150% Conditioned Building Volume 16601.06 Btu/hour output 41,784 Weather Station I Spokane co iv` KW 12.2 Component Performance,Zone 2,Other: Code Target Values Proposed Design Values Area UA Area UA Vertical Glazing U= 0.400 211 84.2 158 78.5 Overhead Glazing Installed in Attics U= 0.580 0 _ 0.0 0 0.0 Overhead Glazing Installed in Vaults U= 0.580 0 0.0 0 0.0 Doors U= 0.200 40 8.0 40 3.2 Attics U= 0.031 938 29.1 938 37.5 Single Rafter/Joist Vault U= 0.034 0 0.0 0 0.0 Wall(above grade) U= 0.062 2044 126.7 2096 130.0 Floors U= 0.029 495 14.3 495 14.3 Slab F= 0.540 0 0.0 0 0.0 Below Grade Interior 2'depth,wall U= 0.043 0 0.0 0 0.0 2'depth,slab F= 0.690 0 0.0 0 0.0 3.5'depth,wall U= 0.041 164 6.7 164 10.5 3.5'depth,slab F= 0.640 102 65.5 102 58.3 7'depth,wall U= 0.037 0 0.0 0 0.0 7'depth,slab F= 0.570 0 0.0 0 0.0 Below Grade Exterior 2'depth,wall U= 0.061 0 0.0 0 0.0 2'depth,slab F= 0.600 0 0.0 0 0.0 3.5'depth,wall U= 0.057 0 0.0 0 0.0 3.5'depth,slab F= 0.570 0 0.0 0 0.0 7'depth,wall U= 0.050 0 0.0 0 0.0 7'depth,slab F= 0.420 0 0.0 0' 0.0 Target UA Total' 334.61 Proposed UA Total' 332.41 If the Proposed UA <_The Target the UA requirements are meet. Check other code requirements Copyright 2002,WSUCEEP 02-090(Version 4) Copied by permission from Washington State University Cooperative Extension Energy Program. (see copyright restrictions) 6/24/2003 1 of 6 Washington State Energy Code: Component Performance Worksheet Zone 2, Other Fuels Vertical Glazing Plan Component Glazing Width Height ID _ P Descri tion Ref. U Qt. Feet inch Feet Inch Area UA BSM 291 Vinyl,Clear-9100&9200-SH&XO v. WP 0.500 2 5 ° 3 6 35.0 17.5 MF 2g1 Vinyl,Clear-9100&9200-SH&X0 V WP 0.500 2 5 ° 3 6 35.0 17.5 MF 291 Vinyl,Clear-9100&9200-SH&XO v WP 0.500 1 4 ° 1 ° 4.0 2.0 MF 291 Vinyl,Clear-9100&9200-SH&XO v WP 0.500 1 3 6 3 11 13.7 6.9 MF 291 Vinyl,Clear-9100&9200-SH&X0 v W P 0.500 1 7 ° 5 ° 35.0 17.5 MF 291 Vinyl,Clear-9011 PIC v W P 0.490 1 7 ° 5 ° 35.0 17.2 0 0.000 0.0 010 -- - . 0 0.000 0.0 0.0 V 0 0.000 0.0 0.0 -- - 0 0 0.000 .0 0.0 - 0.000 0.0 0.0 -- . 0 0.000 0.0 0.0 . 0 0.000 0.0 0.0 V 0 0.000 0.0 0.0 - v 0 0.000 0.0 0.0 - • 0 0.000 0.0 00 • 0 0.000 0.0 0.0 - - v 0 0.000 0.0 0.0 - --- 0.000 0.0 00 - v 0 0.000 0.0 0.0 v 0 0.000 0.0 0.0 0 0.000 0.0 0.0 - V 0 0.000 0.0 00 Sum of Area and UAI 157.71 78.51 Exterior Doors Plan Component Door Width Height ID Description Ref. U Qt. Feet inch Feet Inch Area UA MF 1 exempt door,if<24 Square Feet V 502.1.5.2 0.000 1 3 ° 6 8 20.0 0.0 BSM Insulated Steel,Wood Edge(ISteelWE) - V 10-6C 0.160 1 3 ° 6 8 20.0 3.2 V 0 0.000 0.0 0.0 V0 0.000 0.0 0.0 0 0.000 0.0 0.0 0 0.000 0.0 ' 0.0 - 0 0.000 0.0 0.0 . 0 0.000 - 0 0.000 0.0 0:0 - -- 0 0.000 0.0 0.0 - - 0 0.000 0.0_ 0:0 If exempt door is selected, must be �4 SF. Sum of Area and UAI, 40.01' 3.21 Copyright 2002,WSUCEEP 02-090(Version 4) Copied by permission from Washington State University Cooperative Extension Energy Program. (see copyright restrictions) 6/24/2003 2 of 6 Washington State Energy Code: Component Performance Worksheet Zone 2, Other Fuels Overhead Glazing Installed in Attic Ceilings Plan Component Glazing Width Height ID Description Ref. U Qt. Feet inch Feet inch Area UA - - V 0 0.000 0.0 0.0 V 0 0.000 0.0 0.0 V 0 0.000 0.0 0.0 V 0 0.000 0.0 ' 0.0 V 0 0.000 0.0 0.0 - - - 0 0.000, 0.0 0.0 V 0 0.000 0.0 0.0 Sum of Area and UAI 0.01 0.01 Overhead Glazing Installed in Vaulted Ceilings Plan Component Glazing Width Height ID Description Ref. U Qt. Feet Inch Feet inch Area UA V 0 0.000 0.0 0.0 • 0 0.000 0.0 0.0 V 0 0.000 0.0 0.0 • 0 0.000 0.0 0.0 V 0 0.000 0.0 0.0 0 0.000 0.0 0.0 V 0 0.000 0.0 0.0 Sum of Area and UAI 0.01 0.01 Attics Plan Component Attic ID Description Ref. U Area UA MF R38 blown Scissor 4:12 STD baffled V 10-7 0.040 938.3 37.5 • 0 0.000 0.0 • 0 0.000 0.0 0 0.000 0.0 Sum of,Area and UAI 938.31' 37.51 Vaults Plan Component Vault ID Description Ref. U Area UA V 0 0.000 0.0 • 0 0.000 0.0 0 0.000 0.0 V 0 0.000 0.0 Sum of Area and UAI 0.01 0.01 Copyright 2002,WSUCEEP 02-090(Version 4) Copied by permission from Washington State University Cooperative Extension Energy Program. (see copyright restrictions) 6/24/2003 3 of 6 Washington State Energy Code: Component Performance Worksheet Zone 2, Other Fuels Walls(Above Grade) Plan Component Wall ID Description Ref. U Area UA MF R19 cavity+RO foam STD 2X6W Lap V 10-5 0.062 727.2 45.1 UF R19 cavity+RO foam STD 2X6W Lap V 10-5 0.062 540.6 33.5 BSM R19 cavity+RO foam STD 2X6W Lap V 10-5 0.062 828.6 51.4 —_ — 0 0.000 0.0 Sum of Area and UA 2096.4 130.0 Floor(over crawl or exterior) Plan Component Floor ID Description Ref. U Area UA MF R30 vented Joist 19.2oc V Custom 0.029 494.7 14.3 --- 0 0.000 0.0 0 0.000 0.0 0 0.000 0.0 Sum of Area and UAl 494.71 14.31 Slab on Grade(less than 2 feet below grade) Plan Component Slab Slab ID Description Ref. F Length UA Iv 0 0.000 0.0 0 0.000 0.0 0 0.000 0.0 0 0.000 0.0 Sum of Area and UAI 0.01 0.01 Copyright 2002,WSUCEEP 02-090(Version 4) Copied by permission from Washington State University Cooperative Extension Energy Program. (see copyright restrictions) 6/24/2003 4 of 6 Washington State Energy Code: Component Performance Worksheet Zone 2, Other Fuels . Below Grade WaIl:2 foot depth,insulated on the interior Plan Component Wall Wall Wall Slab Slab Slab ID Description Ref. U Area UA F Length, UA - 1 v 0 0.000 0.0 0.000 0.0 - v 0 0.000 0.0 0.000 00 ---- v 0 0.000 0.0 0.000 0.0 iv 0 0.000 0.0 0.000 00 Sum of Area,Length and UAI 0.01 0.01 1 0.01 0.01 Below Grade Wall 3.5 foot depth,insulated on the.interior Plan Component Wall Wall Wall Slab Slab Slab ID Descristion Ref. U Area UA F Length UA BSM Rll Batt 3.5'depth w/TB Q 10-1 0.064 164.4 10.5 0.570 102.4 58.3 v 0 0.000_ 0.0 0.000_ 0.0 - - 0 0 0.000_ 0..0 0.000_ 0.0 • 0 0.000 0.0 0.000 0.0 Sum of Area,Length and UAI 164.41 10.51 I 102.41 58.31 Below Grade Wall•7 foot depth,insulated on the interior Plan Component Wall Wall Wall Slab Slab Slab ID Description Ref. U Area UA F Length UA • 0 0.000 0.0 0.000 00 V 0 0.000, 0.0 0.000 0.0 - V 0 0.000' 0.0 0,000 0.0 - 1 V 0 0.000 0.0 0.000 0.0 Sum of Area,Length and UAI 0.01 0.01 I 0.01 0.01 Copyright 2002,WSUCEEP 02-090(Version 4) Copied by permission from Washington State University Cooperative Extension Energy Program. (see copyright restrictions) 6/24/2003 5 of 6 Washington State Energy Code: Component Performance Worksheet Zone 2, Other Fuels . Below Grade Wall:2 foot depth,insulated on the exterior Plan Component Wall Wall Wall Slab Slab Slab IDDescription Ref. U Area UA F Length UA -7 - -- w 0 0.000 0.0 0.000 0.0 V 0 0.000 0.0 0.000 0.0 v 0 0.000 0.0 0:000 0.0 • 0 0.000 0.0 0.000 0.0 Sum of Area,Length and UAI 0.01 0.01 0.0 0.0 Below Grade Wall:3.5 foot depth,insulated on the exterior Plan Component Wall Wall Wall Slab Slab Slab ID Descri•tion Ref. U Area UA F Length UA ----I0 0.000 0.0 0.000 0.0 - - v 0 0.000 0;0 0.000 0.0 - V 0 0.000 0.0 0:000 0.0 v 0 0.000 0:0 0.000 0.0 Sum of Area,Length and UAI 0.01 0.01 I 0.01 0..01 Below Grade Wall:7 foot depth,insulated on the exterior Plan Component Wall Wall Wall Slab Slab Slab ID Description Ref. U Area UA F Length UA V 0 0.000 0.0 0:000 0.0 - V 0 0.000 0.0 0.000 0.0 v 0 0.000 0.0 0.000 0.0 • 0 0.000 0.0 0.000 0.0 - Sum of Area,Length and UAI 0.01 0.01 I 0.01 0.01 Copyright 2002,WSUCEEP 02-090(Version 4) Copied by permission from Washington State University Cooperative Extension Energy Program. (see copyright restrictions) 6/24/2003 6 of 6 _ _ _ _ OFIFthLANE _ _ _ _ _ f „g/000� ©� AS 03AOdddd N89°10'45'_W _ — — r - - - - - -r 42.50' 42.50' e 7 e 110' BORDER ESMNT. � 10' BORDER ESMNTI 0 I 117' FUTURE R/W 17' FUTURE R/W v a n 1 0 ' 1 ` 1 10' UTIL. EASE. I0' UTIL. EASE. I 1 1 1 1 II ADMIN. EXCEPTION 22'-6" ADMIN. EXCEPTION I -, T--, . 25' MIN. S.B. S.B. 25' MIN 5-7 3 5'4 i 1 �I 1I 4- 1 Icf, ry 3 3 UlN N in oNiFt. 'It I :,, ION .I, _i 1 T '�G O� 1 to X i / 16) iii I1 a, 1 1 1 Q ui ly I 45 14A j 1 1 tL 1 1 1 I I 5-0 5'_0° 1 1 1 1 CONC. 1 CONC. 1_13' DRIVEWAY I pRIVEWAY �ALLEY SEWER I $ UTILITY EASEMENT 1 1 1 I e I I I_ - - - - .�. - - - i 42.50' 42. 0' t SS9°10'45"E 'FAIRMONT RE" 10126 E. 16th LANE SPOKANE,WA. 99203 LOT 4A -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= 5,245 S.F. , SCALE: 1" = 2q,' i ANOTES: 3 REvISICNS •ALL HEADERS TO BE(271X10'6 WITH SINGLE. - _ • SINGLE PLATE OVER UNLESS NOTED. 1i 5 1I 101/2,1, I6'-3" !'-101, .SOLIDB • NG O F SPO•V-SNE VA 2 IT •1 • •WINDOVRE 1S INYLFWWEDI • WIND�`�" DING DEPT. —i • •TYP.EXT. ALL.TO BE 2X6 f 24°OL. � `, ,�., d �C` I ��-1 1 •SMOKED ECTO- T BLE IN ALL _ , _�� BEDROOM! r CONT.FTG'a STEM WALL , Ilk,8 � (POST FALLS ONLY) •ALL FTGS. f_. .- ISTUR L�-•IJ- •P MN.2000 .G,PSP. ^ •FOUNDATI. . ••• ` /�ta1 .. ,. . . ,..011 -, e4a— ... •VERIFY .•TROL JOINTS IN GA-• • SLAB m WITH BUILD •'` - e - Ank 5 Q En m p0 -PROVIDE d 781- - a ALL . z o •LOAD BEA• 0A'W SBMIT D7 DATE ' f11tED I 2 CAR GARAGE a I-JOIST' g DVS: nen I 4"CONC.SLAB OVER 9 I. ALL I-JOISTS ARE TO=_ ..•• • '•- - N 0 4"MIN.GRAVEL FILL WITH OR AS ENGMEE-• .. l.S� > J •3 BARS 24'OG.EACH WAY > L H 1 n 2. PROVIDE A CONTINUOUS RIM RIBBON AT PERIMETERS. W J I 3. ALL CANTILEVERED 1-JOISTS ARE TO WAVE LATERAL SUPPORT I 1--- _1 BLOCKING AT BEARING LOCATIONS.-SEE PLANS {{ I- Y 12'-0" 11'-10 72" / S'-I 1/2" ' - 1 4. PROVIDE PROPER BLOCKING IF REQUIRED AROUND ALL O FLOOR PENETRATIONS. N O �'-4 4.-11/2" 7'-9° I"' 5. PROVIDE -JOIST HANGERS AT ALL LOCATIONS M WHICH -JOIST 7-1!---- 4' J j ?BUCK-OUT BUTT UP TO BEAMS OF OTHER BUILT-UP I-JOIST.-SEE PLANS1 Fy r 5._2. 1641 .IBJ \ s 4 ymjk PER SITE COND. }4 6. PROVIDE MICRO-LAM HEADERS AT STAIR OPENING LOCATIONS `_ N , (SEE SUPER) yyII14}� 0 11.1 J as 7-1 11 . PROVIDE PRESSURE TREATED OR GALV.FLASHING SEPARATION 0 ' Q= uu BETWEEN I-JOIST AND CONCRETE. 1 61 I V 1 E. REFER TO I-JOIST MANUFACTURERS INSTALLATION DOCUMENTS 6 Q I I I •N >W ® I 5 R 9 FOR MISC.FRAMING SITUATIONS.I Q Ec ss° - II I 'U I if ' I I � a Z =�� 1__t_ / _-a_ _ A CONCRETE NOTES: O kI •'I \ WH I C" , ® 1. ALL CONCRETE 15 TO BE MIXED TO A 2000 PSI RATING W/4'MAX.SLUMP. ® `riI 12x4 WALL FURRED 5 I/2" 7 \\I I /2x6 P.T.PLATE AND f O / _ 2. ALL BACKFILL AND SOIL BELOW SLABS AND FOOTINGS MIDST BE COMPACTED e '^ q 11 .I 6 MIL VAPOR BARRIER - F I I '� I II C m TO 2000 PSF MN. 5 m f PER OF FOUNDATION. y �-`•- 4{—,-F-1,-. �,f_q m a ln( �. 3. CONTRACTOR IS TO PROVIDE 12"RN.X IV ANCHOR BOLTS AT 72.0.C.�"-1 (FINISHED BABEMENTJ �` T Y99�� 12' �.I•-T)4"I 5'-6` 3'_4" / 3'-0" /'-TIII1'-3 1/2" �q AND 12" CORNERS AT ALL PERIMETER FOUNDATION WALLS AND ALL 1 11 I l!!!!. V-1-'------ �` I e © I C FUTURE '`M p 4. CONTRACTOR IS RESPONSIBLE FOR ALL REINFORCEMENT N CONCRETE WALLS -d 1. CI m FAM I I Y ROOM• n� CI AND BELOW SLABS WHERE REQUIRED.ALL REINFORCEMENT IS TO MEET LOCAL W }}'.�'�FUTURE. y� �__� O L_=J 4.T `9 - ® CODES AND IS TO BE INSPECTED BY BUILDING DEPT.OFFICIALS. SE✓ROOD 'J I Ir--11�I I 4"CONC.SLAB OVER 0 5. CONTRACTOR MUST INSTALL A MECHANICAL VENTING SYSTEM FOR THE REMOVAL _ 1 /�-�1 %/' II II 3'e S, 4"RADON ROCK WITH m 1 "� OF RADON GAS FROM BELOW LIVING AREA SLABS AND CRAWL SPACES ALL VENTS ® C A,-_-•NI / II III��FF 6 MIL VAPOR BARRIER MUST PROJECT UP THRJ THE ROOF. 1 I / 11,---'I 1l1 \ JJJJJJ B'.212" 13'•112° `y z m�'" FLOOR PLAN NOTES: D 3 1 it---i =C� 4 �`,� PINNED R-19 INSULATION o I ! I / �.` ,'✓` �. W/6 MIL VAPOR BARRIER 1 '. 1 i _ _ 1 / ® 2. i;:, f PER OF FOUNDATION. f i __10...p....:.---,i,_r-,4 . -,_ (UNFINISHED BASEMENT) 1 O WHOLE HOUSE FAN 250 CFM V.T.OSJOR 50 CFM f BATH AREAS _ ����-yT �" / I •-- �������i���.��� 'I ,I� O NATURAL GAS BURNING FUNANCE o I �1••_V H!, e.'p- - SEE APPLIANCE SPECS I '� 9 g I-4'-6" k 2'-6"7 9 I S l 3 24 HR CLOCK TIMER FOR FURL ", D n TT..O+. � `_O REMOVABLE WALL a DOOR a ;p O FAN RELAY a WHOLE HOUSE FAN. �� g IS'xIB'x8' 7-UP uiFMISHED BASEMENT moi+ TG.FOR Ty? Ilyy ® SMOKE DETECTORS ON CEILING DBEDCENTERED ;=�^ N,.. 8 ry ROOF BM 1 1 0 1 OVER DOOR TYP.IN ALL FINISHED BEDROOMS. NJ-- 11 FU¢RN, � ` -- 1 m Q WIRE TO 110V WITH BATTERY BACK-UP +gyp Y O O h 9 - i---- -t 1 r,D p 1, OS WASHER LOCATION-PROVIDE HK WATER WITH DRAM BOX M WALL 'lj,s $gym _ m U 'o \ �9'i---�r� •-=•s-�>J Woe © L r6R LOCATION-PROVIDE VENT IN FLOOR V.T.O.S.WITH DAMPER I •W • o `J*ai m O Z ' O7 60'TUB/SHOWER COMBO.STALL C a I f ® LINEN-5 EQUALLY SPACED SHELVES ( * g. �dl C "9 P 3'-m' / 3'-7 12' j V-II" , �6 FA 90 WOOD HANDRAIL 34'TO 36'ABOVE STAIR NOSING < • 12'-7 I2° �A'-7'-6 1/2" /�/ 11'-10" .1 (METAL HANDRAIL ON EXTERIOR CONCRETE STEPS) • CRAWL SPACE co WATER HEATER PER 57 NAECA. • 12"X 6"CRAWL P PROVIDE 6 MIL.VAPOR BARRIER 77 SPACE VENTS M �7 OVER FINISHED GRADE AND ITYPD5 PIAGESJL X I p R-I9 BATT INSULATIgN AT PERIMETER404 . j G7 2X •PRESSURE TREATED SILL PLATE f PER 1 t—r—I----1-t-I-t-I-r-1--1--I-.7 -I" T——1—r '-r ti-r "i gli- A/ 12"DIA.X 10"ANCHOR BOLTS f 72"O.C. 1 401107# 1 I I 1 I 1 1 1 1 I 1 I 1 I 1 9 I I 1 I 1 1 1 m 6 –�N 9TllBBED STEEL =- 3/ _ •4G. '- "3 STUBBED STEEL LONG. _ •18"OL.PER SITE GOND. \ - _-1- 1 1 ! b U f IS'OL.PER ITE COND. V M BARS f 45"O.G-VERTICAL IImm DIA.90N07UBE J Im°DIA-49-;,BE� � W/"IB"x18`XI0"FTG. \l m 1 W/iB'XIB"XIm"FTG. I I Q ©COPYRIGHT - 2000, p p RESIST. 1 .4 BARS 0 24'OG.HORIZONTAL-CONTINUOUS 141114 ONE I TOP AND BOTTOM OF WALL. w r SCALE I/8"=I'-0" ' 10'-5" 9'-9" / II'-6' i, 10,_5. • / A. (KOOTENAAII COUNTY ONLY)MUOUS. -O/• ;; y �' 1. DATEI-15-02A 20_2. Il'-10" ^ 19'-II" 12.I" . _ it Y DRAWN BY pqp,�r 321-0" _,r h . CHECKED BY 44. k VARIES j SEE PLAN JOB NUMBER SWEET LEVATION "8" FOUNDATION FLAN @ ENT1RY FOUNDATION / LOWEIR LEVEL FLAN 1 TYP.PND. WALL/FOOTING RE INF. A A-1 A-1 SCALE, I"=I' - m" -or- I/2" =1'-0" • AREA SUMMARY: rI REVISIONS MAIN FLOOR FIN. • 495 50.FT. - A MAIN FLOOR UNFIN. • 0 50.FY UPPER FLOOR FIN. 433 50.FT. 32'-0" UPPER FLOOR UNFIN. • 0 50.FT. LOWER LEVEL FIN • 0 50.FT. .2'•0" 4-10 I/2) I6'-3" 1I,-10 I/1) LOWER LEVEL UNPIN. _ 476 50.FT. ! TOTAL FMISHED , 928 %i FT. TOTAL UNFINISHED • 476 50.FT. GARAGE • 480 50.FT. REFER TO DETAIL * � AM..ccunY HANDOUT��� < TOTALGLAZED DAAREA *REAA 5. 1115110% FT. $ / �3 76070 ONGD. fi+�^y, 2 f'f S - S}S J I qq1 NOTES: 11 4 S I, ig •ALL HMS.A HORS.TO BE(2)2X10'9 OF."2 ! 0 UNLESS NOTED. e�$1 k ww •TYP.R TO BE 8'-1 I/8"UNLESS NOTED OTHERWISE I j) d �Y tl 888 'SOLID BLOCKING OVER SUP'P'ORTS. .#fid 41 9 FIRE BLOCKING•ALL PLUMBING PENETRATIONS. 7 •WINDOWS ARE VINYL FRAMED-WINDOW SIZES SHOWN I ill 99I 1 •TOP OF WINDOWS 1 6'-1l 3/5"ABOVE MAIN FL R _I tl •TYP.EXT.WALLS TO BE 2X6 5 24"OD. 4 ,,,9- •SMOKE DETECTORS TO BE HOT WIRED W/ I N DISCONNECTING SWITCH 3 BATTERY BACKUP. I- 2'-51/1" 12'-912" k ��" (L 6 12" .. N 0 5'-11 I2" �,i 2'-3" 2'-6" 5'-®" 7'-9 72" O Q 1 FLOOR PLAN NOTES: LI_ .2y1} ° z t O NOT USED gg li II i () g LINEN - (6)18"DEEP ADJ.SHELVES. 0, Y9 aaqQqQ I HALF WALL Y 3 OPT.GAS BURNING DIRECT VENT FIREPLACE-SEE SPECS. HH H� iec--- < E OPT.` I N ® WOOD HANDRAIL 34"TO 38"ABOVE STAIR NOSING. • < �y __J 3 JI ING I n ��.tzfo.NKEI cawr�).v,91ri'� rn O i.OYER DOOR ORS ON GEILBEDROOMS, 2 5m36 x0 3 CGRE99 ," 14010 XO ri --- © 22"X 30'ATTIC ACCESS t 1 `-"'1 ; Q WHOLE HOUSE FAN 250 CFrR V.T.OSJOR 50 CFM•BATH AREAS MECH.CHASE FOR } f;-(--'i ) i5 y ! ® 2x8 BLOCK 6.•51"FOR THERMOSTAT. m1 )�I I" TYPE'S"VENT. I ) 99' _ it t € 4 I 1 S e 9O 30'RANGE PER BUILDERS SPEC ADDENDUM. J O7 d m '3 ; I ® EATING BAR 36"AFF.8"COUNTER TOP OVERHANG.-(WITH OPT.ISLAND) 0 1 t CDRO 11. '� 9 kg —_ - II DISHWASHER-SEE SPECS. - �, e'CLC.-CARPET S'GL[y •3 I Mpg �.a C ® NOT USED 1 ®` l Vlih'L Q ' 6 I BEQI�L�:JI'I _ I S'OLE.-CARPET I: < •9 13 REFER LOCATION PROVIDE 39"CLEAR SPACE g 'F I) c1 61' = 25,1 - 14 38"WALF WALL- OPT.WOOD CAP-MATERIAL PER BLDRS.SPEC ADDENDUM. # I'-5 I2" �— t Q _ IS 32"X60"FIBERGLASS TUB/SHOWER STALL g � �� I 6'-10" 3'-5 12' • 1 '�:1.: z0 Il_ 6-0 BI-PASS T s IZ 5 6 m / IND GA E � /\2 O T S PLANT SHELF ABOVE �a MECH.CHASE FOR Il. _ I I /x\ 1 . ' r I m TYPE"B"VENT. . WIRE SWLVG' /©\I\� _._.... O'^ 2° 11. y cDi I. mo •i tq.4 114 m a I!II] me S e � w ry _ IjI1fI m� I t O I Q `*I ^ 13 ®!dl®� _T �qp m N 2� © I� yy1T���..�����rO'�t �t- 111 Aa Olh m , 7 1 el . ®<3 1 VLT.CLC.-VINYL 1 9---Q�Q�__� r r^'^""o U I 7 R DN. - I. 1 mL 3)J a �� 8 R UP m OPT.24'0 4B• I c I ISLAND __ •••• F V 12'-9 I2" �1, 3'-5 i2" 3'-5 I2" A� < 12'-3 IA' ©,�! D I N 1,IVING ROOM 1 `_ _.i c � < Ni VLT.GLC.-CARPET CI --- N I -I I 9 V. m O 2.-7, N C _ 1 cc f_ _._ _2`j < N BREAKFAST1 #i ; 1 ;'� 7 ",. p YLT.OLE.-VINYL' o REFER TO DETAIL WVmaR 16] a IEFER T ETAIL N.4`1DM RF] fi')/1/ REFER TO DETAIL HANDOUT RIR 4 r ) I CEA NOIT I DOR ELTM) 6 1 I i 24 , / 1 (U.Ibis AlGLG 43979 3 7 lKOOTEr1Al DOUR,ONLY) l 1 0 1 • !/(EKOOTENAI GOA,ONLY/ /': y / fKOOTpAIAI DOUR,GNLYI -.'Na TF X 7050 FIX 1 7050 FIX r X \ ♦ ""'r__" .� ,_��. ,..._r� ♦ ♦ ♦ + 7050 XOX 7050 FIX. I3'-10" ), 2.-5' 2'-3 t/2") COVERED Q 9 IS'- I I 4x4 POST--,,eit .-.)7 10° 2'-5' -3 I2"� I Y _ _ 4x4 POSi� ill (�'c vp - L ! shinF l ( !7'-6"9OG.ONLY) ; 1©COPYRIGHT - 2000 5'-4" q 5,_IS' 5._8" 2X4 A'��� REGISt.. Tatemeeterla 2X6 'I` I + 6'-0" I A 7'-0' 10'.5• 9'-9' 11'-6" I0 5' 9 b 2 " ________ (•� SCALE:I/8"=I'-0" r C7'-0 I2"SDG.ONLY) II.-Im" / ~ / / I2"GW.B.W/BULL-, SCALE O 4'rz!r_mrr .9''I1" NOSED CORNERS. 1 P DATE 1 1-15-02 j N 32.-0" .9, DRAWN BY I r I • CHECKED BY �4 JOB NUMBER ,x 9 ELEVATION IMI MAIN FLOOR FLAN @ ENTRY MAIN FLOOR FLAN MEET PLANT SHELF WATERFALL DETAIL I A.2 SCALE'I UT.(-0"-or-5/4".1'-0" .J TRUSS NOTES: ATTIC VENTILATION: REVISIONS 1 •ALL TRUSS SHALL CARRY MANUFACTURERS STAMP. I582 SF.AREA i - - 'ALL TRUSSES SHALL BE INSTALLED I BRACED TO 305 527 SF.REQUIRED MANUFACTURERS SPECIFICATIONS. •ALL TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPT.APPROVAL OF ENGINEERING PROVIDE 1"MIN AIR GAP AT EAVES CALCULATIONS. WITH INSULATION BAFFELS TYP AT ALL TRUSS BAYS. 5 'ALL TRUHHEE SHALL HAVE DESIGN DETAILS 6 _ DRAWINGS ON SITE FOR FRAMING INSPECTION. PROVIDE GABEL VENTS ALL GABEL ENDS ' SEE PLANS FOR TYPE AND SIZES. •NON BEARING WALLS SHOULD BE HELD DOWN FROM PROVIDE GALv.ROOF VENTS ON BACKSIDE THE TRUSS BOTTOM CHORD WI SIMPSON ETC TO INSURE OF ROOFLNE ABOVE CONDITIONED AREA THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR r R e ON THE WALL. NOTES: 'ALL CONNECTIONS OF RAFTERS.JACK OR HIP TRUSSES TO 1 MAN GIRDER TO BE PROVIDED BY TRUSS MANUFACTURE 20'-0"GABLE END TRUSS 'SEE FLOOR PLANS FOR HEADER SIZES �� (2,27,=(21 t i INDICATES 2x4 OVERFRAMING 'vENiED BLOCKING OVER SUPPORTS. -. _�I� -ROOF OVERHANGS TO'BE.12':UNLESS NOTED. •ROOF PITCHES TO BE 5:12_ 1 INTERIOR CLC.TO BE 2 10:12 UNLESS NOTED . ' I II II _--__—_— __—____-- _ I ill IIT 'cv Ii Y� J 1 -1 Q 1 kli1 • 11 -_—__—_- __—__-�-- -j— m UI I II I UI Z � z I� z O11 1 IT n, t I 29'-0"SPECIAL SCISSOR TRUSS A"s 24"DC. I 1 II _------- I4_ + j1 -_____ __—__--_ IJT— 9 " O 1 1 I 12 IL 1 1 I I • ti) 2.x10' -L--- ---_,--#-..-,2n-- L__-_J - ` I�- - 11 f20'-0"GABLE END TRUSS CLL } -,===4:- -- I �t I JII --T- � - l1 1 1 1 1 I _ �tt 3 -- - I I I t I I ---I -- --I-- - , a'-1 vH°AB.1CIrcHEN _ • r-„,r --- - �— e'-I UH_PLATE G `+I r I I I I i I-_n-v !ENTIRE REAR OF:LOUSE) --—--FIN FLOOR- BACK OF HOU6E i I I I I J II 1 1 I I 1 I ' p I I I I I II I I I I N 25+_ 9'-9 U6"PLATE �.� , ZZ !ENTRY w I I II I II I I I I 1 II^ 6 __1.-.1 11 I I I t I i m �3 3 Im . _ �� I I I r= -,11 ^II a 13'-6 1R' ���o f-41§! n i t I 1 1 I I I I I I I I w . , Is'-5 I/2` ,>'"'�� g dIK I I I LI I _- I J 5-I _��I I I 1 I I I P <jK 29'-0' ! �<..d' a i). z'-' I LL I RIPE ` I ,_,0 1 1..-e„g 1 1 I 1 1 x l r., m aLL 1 1 ----'---1---11/� �I a I IC;) I 1 1{: I I I I 1 m V g °4".!0 1 L_,`---- -- --- __ _ I ,L-- r --+__ 1---1- 1- i --1 -I ea m 11 II # .>d�.+1 i Si= G1,4L SCISSOR TRUSS ,A �m mN 1 �4 11 { I 1 1 _ __-/�ft- --1 1_1=-- _ IIS."=� __ 1 wwp 'I2 "��' .r� r-r---r'I SI 4-- 1 iI�.1_ !.IS® 1 1 m E ; $ OF� ��l i I �_L-__ �� ' I 1--i L- E ,,,LT,i�a'o If ��q!! _ 8 sa._®z • 4gZE 1~J 1 I I I r-�-- 1''r --� I 1 ( '0 , I it o 12 1 I 1 I 1 .. ITr- I I I M:-42 j s F-r-- III--4--7 1 --7---I 1 1• J II Eric au ; ,a v I ( L}--� J I i� I I I I +- X11 .... 'a✓' ' I' I I I I Ii 4640 1 -T--- --'I q 1 I I I 1 S/ I I I L I-_T 1 gg, q 4L+44.0.- 1 ! 1 ( 1 IL 1 I I I I I e‹, I I I 81/4 i 1++ f I rit-,I K ,V ;{ i1 lir ff \.fn, 11 X1 liK I x I;! 1 I I 11 I I I rf/ -r--- r 1d Li 11.1 --- _ UU kf4 11 1 1 1 1 1 i1 (I '�1 ,p /1, ,A(.. 1 1 9 I L__ 1 1 I !2)2X105 1 I .XIP II g' I I I I 1 11 1 I 11 1 I� 1� 1 1 {1 1 1 X `1 �'E �L�. - _ - (2)'2X10'5 1 2.X1.- r�i `l1 /11 '� ! / __ I- - 2 --- ' LL J?X.Ji. 2,,X10' m 5'-7'GABLE END TRUSS (2.X10'9 ` -�L - '' J - 1 t A-9•GIRDER'Wyss(PROVIDE'HGR'8) ,E 1 B'-I I/H"PLATE I F' Q (1 N. ♦ ` -Yi� _ t'" -.y I 1X w' e'-I I/H"PLATE y ��qq -J IX ©COPYRIGHT - 2500 �#Ty p. M:Z !PORCH �'_kg L_ J 5 -l�-L�L 'B JL---I--y�-1--..1- `� REGISi• -'_-- - - --- WPORCH -I- ---t---t'l-t---12RXIO'S---t---t---t---t---- --. _,. _ O_ 9'-H"COMMON GABLE TRUSS i - -mjLL TYP. ¢ (8a mLL A 90 SGALE'oRB.�=1�_0 a K -5 _°2., • SCALE:1/4 l'-ID" mqju DATE I -IS-02 IM DRAWN BY n RpA,r WAND FRAME HIP SET s 24"OC. $ CHECKED BYI ,JW. JOB NUMBER ROOF FRAMING FLAN ELEVATION "5" ROOF FLAN @ ENTRY ; _s- A-3 COMP.ROOFING PER GREENSTONE REVISIONS CONSTRUCTION SPEC ADDENDUM I12 -,STOP PLATE ,%1 r-'r- '--`. t.,`-"^`yl-4---4,— v -- -- - -- _ •----,ter= 'i'.�.r--.,-. r� t j 'INTERIOR -... _ ,���-..� ENTRY/L.ROOM PLATE 1111'1'11, �i `� is I"1 `^. 12 I -- it 21_ YLT.LINE - _ I - 5A _ I ml �L.ROOM TOP PLATE 4 r ' '-"- .>> _--- .... .. ,:ft- --_ -_- . . _ m ,,I.` __PORCH PLATE I \PORCH PLATE �,,. — `FIN.P2.,- 01.z =_ --- m _' __—� �� �. BSMT .OP PLATE q1 P p. • OPT. m m _ _ i, ofl— = of] y ENTRY FIN.FLOOR FIN FLOOR 17-- '----' fa II 1 VL o \FIN_SLAB __ __ 41s � _i 4- Q FRONT ELEVATION "A" LEFT ELEVATION "A " p N 1 COMP ROOFING PER GREEN5TONE LL CONSTRUCTION SPEC.ADDENDUM. - 1 L,1 ',,I • I -'- I I 4 I r-'H--^-,u- � ,!,� ,,-;'..11 U---14 �I 11 „' ty t 11--+. -r`^'-IL-Y f;-J_,JI ,,Lji_4 L--�!-'-_-- Iil.k ! l,r,!'!,'!, I 4! 1' 1 �;.r-r- p��. 1 '--- 1 _.-1...,111 —Tf L LL i ,-�- I El ill!I ' 1,1 1 111, J ..._!y, 4J' �N21,12-:- w I I` 1 -.ROOM TOP PLATE '�1�; L ';i1 ' - - 14 . ail. I,i�, Ts 1 PORCH PLATE _ _ I _{ �YI N ,_ I U _ 1 1212 = o 1212 - =° =i='5--- a.'r- - FIN.FLOOR U a - .__-_ a FRONT ELEVATION 's" 2 qg # i #.TOP PLATE >2iJI __ LATE 41111k , '1 S40# I L.ROOM PLATE - - I 4100, m _ t`Y-' II -" � r0 PLAT —� m PORCH PLATE m .- �' �"7-I -1 '1 TOP PLATEu - FILL FLOOR_ k _ 1, FIN.�,.00R BSMNT TOP PLAT—E}- T k, -- ibI I I( I I I i0 _ BSMNT TOP PLATE\ ©COPYRIGHT - 2000;• REGI3T." m I I m , ENTRY FN.FLOOR - '- SCALE: ! TOP WALL I I I- ,8°=I.0^m. I— -OR- 6 GRADE _� DGI 1X! pCl TOP OF WALL SCALES V4" 1'-0" 1 GRADE g DATE I 1-15-02 '',MIN.TO BTTM OF FTG. — — 0, ? DRAWN BYu�RwT - FIN.SLAB -- _ I -L� - FiN.SLAB s GHECI�D BY .1.1. J MIN_TO BTTM OF FTG. JOB NUMBER REAR ELEVATION 8" RIC O-IT ELEVATION "A " SWEET • A-4 f I REVISIONS ,' ROOF CONSTRUCTION ROOFING PER GREENSTONE SPEC.ADDENDUMS. 7/16'0.58. 153/55E5 s 24"OL. 1 1/2"GAB. EXTERIOR WALL CONSTRUCTION SIDING PER GREENS i ONE SPEC.ADDENDUMS. 7/16'050.SHEATHING ON r . 2X6 STUDS 9 24"O.G. R-I9 INSULATION W/VAPOR BARRIER IR"514.5. - 1 FLOOR CONSTRUCTION $ FINISH FLOOR COVERING ON 3/4+T 8 G SUHFLOOR SHEATHING FLOOR JOISTS PER SPEC. MIN.R-25 INSULATION(OVER UNHEATED AREAS) III W O► ui I?- -, H � U Z ~ u1 APPROVED ROOFING OVER 30 Ib.FELT N 7/16"095 SHEATHING,AND PRE-ENGINEERED O TRUSSES AT 24°OL. VI EL z 12 I tY a 5 -1Q R-351NSUL. ((�� TOP PLATE-- -- XX"-TY.'`T.,: s,t7^-:' .f '""ek) I2 GJJB. � --` XA2 ---------4.--,07, " APPROVED EXT.FINISH - i°, OVER 7/16"09E1 SHEATHING L.ROOM TOP PLA- 2x6 STUDS a 24"0.C. all? KITGHEhltratNG _ ——— —— —— 24/R-19 INSULATION PLANT SHELF __ 0 PORCH TOP PLATE II, -- -FIN.FLOOR - -_: j. ;0 BSMTTOP PLATE I _ _ I ka - P m OPT. 3/4"i/G DECKING L�-1 _ -gyp' OVER II 7/B°I-JOISTS FRAME 2X a AT 792'OL.(GLUED 4 WALL TO� -- I - �I SCREWED) 8'-I I/8" _ FIN FLOOR .o R.I.BATHNTILI7r = o 2X4 FRAMED WALL FURRED 5 I2" - 2X LEDGER FOR 2tS — WITH R-19 INSULATION AND 6 a FLOOR J9T5.BEARING 3/4' II DECKING o 5j, OYER II 7/8"!-JOISTS m dl — MIL VAPOR BARRIER ON WA= 51DE.-' g Ua (W/FIN.BASEMENT NY) 'T AT 192"0. !GLUED 4 �LJ� _ FIN.SLAB J �� SCREWED) �_ Q CD -� \ i L 4'0oNCRRADON SLAB OVER MIN, -' - /18'k18'x10 FTG 0 SONOTUSE �� 4"RADON ROCK AND 6 MIL VAPOR BARRIER TYP ALL B$MT. - E AREAS. o o 3/4'DECKING A 2 $ U I L✓ I N G SECTION 1 3/4°RISER TREAD IER II I'� 40 ® PRO-150 TJI FLOOR JOISTS /0' ����I� A5 ENGINEERED OH. ?READ I'. (271X10'9 / # II A 4.40441,,,,, 3/4"SHIM m w X I K i 2k CRIPPLE STUDS-BEYOND � III 1 I► 2X P.T.BOTTOM PLATE-BEYOND y 4 i©COPYRIGHT - 2000 2X12 STRINGER ", RESIST,+ ,, m P.T 2k THRUST BLOCK FOR STRINGER _._W__._-- AND SHIM BEARING S` CALE: 1/5"=i'-0' -OR- SCALE: 1/4"=I'-0" DATE I-15-02 SIDE VIEW i DRAWN BY ec oar 1 CHECKED BYI //r. 1 JOB NUMBER 1 TYPICAL STAIR DETAIL 1 SHEET A_ SCALE:3/4'°I'-0'-or-3/8"-1'-0" 5 REVISIONS 3 E i p WP/B441 i sa. . ` d 8GOO I / 1111 4 I 1 i--- -J I Z � N U II 1 ~ u __ I ' III1I I -. � I-4. 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