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2006, 09-28 Permit App: 06003674 DuplexProject Number: 06003674 Inv: I Application Date: 9/28/2006 Page 1 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Proiect Information: Permit Use: DUPLEX, GAS HEAT, ON SEWER Contact: KANISCHEV, V & L/ LITOSHIK, Y Address: 20016 N HAZARD RD C - S - Z: SPOKANE, WA 99208 Setbacks: Front Left: Right: Rear: Phone: (509) 844-5979 Group Name: Site Information: Project Name: Plat Key: Name: Range District: Nort Parcel Number: 45181.2202 Block: Lot: SiteAddress: 913 N MARGUERITE RD Owner: Name: KANISCHEV, V & L/ LITOSHIK, Y Address: 20016 N HAZARD RD Location:: CSV SPOKANE, WA 99208 Zoning: UR -3.5 Urban Residential 3.5 Water District: Hold: ❑ Area: 12,916 Sq Ft Width: 0 Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Review Flood Plain Released By: Originally Released: 9/14/2006 By: amblake Building Plan ReviewReleased By: Originally Released: 9/27/2006 By: TMELBOU Driveway/Approach Released By: Originally Released: 9/28/2006 By: amblake Landuse/Zoning/HE Conditions Released By: Originally Released: 9/25/2006 By: CJJANSSE Operator: AMB Printed By: AMB Print Date: 9/28/2006 Project Number: 06003674 Inv: 1 Application Date: 9/28/2006 Page 2 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Sewer Review Released $y: Permits: Approach Contractor: OWNER Firm: OWNER Phone: (000)000-0000 Item Description APPROACH -CONST IN ROW Contractor: OWNER Description Grp Type Notes 1&2 FAMILY R-3 VB DECK OPEN R-3 VB GAR WOOD U-1 VB Item Description RESIDENTIAL PERMIT FEE WSBC SURCHARGE SF PLNS RVW < 7999 SQ FT Contractor: OWNER Item Description GAS WATER HEATER HEAT PUMP OR A/C 0-3 TONS CLOTHES DRYER RANGE GAS LOG OR GAS INSERT Units Unit Desc Fee Amount 1 NUMBER OF $50.00 Permit Total Fees: $50.00 Building Permit 1 SELECT Firm: OWNER 1 Phone: (000)000-0000 This Application: Total Project: Sp Ft Valuation Sg Ft Valuation 2,667 $230,348.79 2,667 $230,348.79 34 $510.00 34 $510.00 846 $16,074.00 846 $16,074.00 Totals: 3,547 $246,932.79 3,547 $246,932.79 Units Unit Desc Fee Amount 1 SELECT $1,816.95 1 SELECT $4.50 1 SELECT $726.78 Permit Total Fees: $2,548.23 Mechanical Permit Firm: OWNER Phone: (000)000-0000 Units Unit Desc Fee Amount 2 NUMBER OF $20.00 2 NUMBER OF $24.00 2 NUMBER OF $20.00 2 NUMBER OF $20.00 2 NUMBER OF $20.00 Permit Total Fees: $104.00 Operator: AMB Printed By: AMB Print Date: 9/28/2006 Project Number: 06003674 Inv: I Application Date: 9/28/2006 Page 3 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Plumbing Permit Contractor: OWNER Firm: OWNER Phone: (000) 000-0000 Item Description Units Unit Desc Fee Amount TOILETSBIDETS 4 NUMBER OF $24.00 SINKS 6 NUMBER OF $36.00 TUBS 4 NUMBER OF $24.00 DISH WASHERS 2 NUMBER OF $12.00 CLOTHES WASHER 2 NUMBER OF $12.00 Permit Total Fees: $108.00 Notes: Flat portion of a residential approach to be minimum of 16' wide, maximum of 30' wide and combined approach width not to exceed 50% of total frontage. (A)❑THE BULDING OFFICIAL IS AUTHORIZED TO REQUIRE THE PERMIT APPLICANT TO PROVIDE FEE REIMBURSEMENT TO THE CITY OF SPOKANE VALLEY FOR ANY PROFESSIONAL SERVICES REQUIRED OUTSIDE OF CITY STAFF REVIEW. (B)❑SOME EXAMPLES OF POTENTIAL OUTSIDE RESOURCES INCLUDE PLAN REVIEW, CONSTRUCTION INSPECTION AND SURVEYING. All driveway approaches to be constructed per Spokane County Standards as adopted by the City of Spokane Valley. Minimum of 7.5' from each property line, 5' from crosswalks or intersection curb and minimum of 15' of separation between any two approaches. Payment Summary. Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Approach $50.00 $50.00 $0.00 $50.00 Building Permit $2,548.23 $2,548.23 $0.00 $2,548.23 Mechanical Permit $104.00 $104.00 $0.00 $104.00 Plumbing Permit $108.00 $108.00 $0.00 $108.00 $2,810.23 $2,810.23 $0.00 $2,810.23 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: 9/28/2006 Project Number: 06003674 Inv: 1 Application Date: 9/25/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit ProiectInformation: a ,, . e Permit Use: DUPLEX, GAS HEAT, ON SEWER Contact: KANISCHEV, V & L/ LITOSHIK, Y Address: 20016 N HAZARD RD C - S - Z: SPOKANE, WA 99208 Setbacks: Front Left: Right: Rear: Phone: (509) 844-5979 Group Name: Site Information: Project Name: Plat Key: Name: Range District: Nort Parcel Number: 45181.2202 Block: Lot: SiteAddress: 913 N MARGUERITE RD Owner: Name: KANISCHEV, V & L/ LITOSHIK, Y Address: 20016 N HAZARD RD Location:: CSV SPOKANE, WA 99208 Zoning: UR -3.5 Urban Residential 3.5 Water District: Hold: ❑ Area: 12,916 Sq Ft Width: 0 Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Review Flood Plain Released By: Originally Released: 9/14/2006 By: amblake Building Plan Review Released By: `rtOOl /7-7 OC. Driveway/Approach f Released By- Landuse/Zoning/HE Conditions Sewer Review Released By: -1-/ —— CReleased By: Operator: AMB Printed By: AMB Print Date: 9/25/2006 Site Information Project Information Site Address: 913 N MARGUERITE RD Project Number: 06006981 Inv: 1 Issue Date: 9/29/2006 Permit Use: SEWER CONNECTION - HARRINGTON Parcel Number: 45181.2202 Subdivision: RANGE Block: Lot: Zoning: UNK Unknown Owner: KANISCHEV, V & L/ LITOSHIK, Y Address: 20016 N HAZARD RD SPOKANE, WA 99208 Building Inspector: Water Dist: Sewer Connection Permit Contractor: OWNER Applicant: KANISCHEV, V & L/ LITOSHIK, Y 20016 N HAZARD RD SPOKANE, WA 99208 Phone: (509) 844-5979 Contact: KANISCHEV, V & L/ LITOSHIK, Y 20016 N HAZARD RD SPOKANE, WA 99208 Phone: (509) 844-5979 Setbacks - Front: Left: Right: Rear: Permits Group Name: Project Name: License #: OWNER SEWER CONNECTION 1 $85.00 PROCESSING FEE 1 $15.00 Total Permit Fee: $100.00 FOR SEWER INSPECTIONS CALL THE UTILITIES DEPT AT (509) 477-3604 FROM 8:30-5:00 MONDAY -FRIDAY PRIOR TO COVER. ONE WORKING DAY NOTICE REQUIRED. PERMIT ALLOWS FOR A 30 -MINUTE INSPECTION. ADDITIONAL INSPECTION FEES APPLY AFTER 30 MINUTES. THE INSTALLER IS RESPONSIBLE TO INSURE ALL WASTEWATER DRAINS ARE CONNECTED TO THE SEWER AND MAY BE REQUIRED TO PERFORM TESTS FOR VERIFICATION. INSTALLER IS TO FIELD LOCATE AND CONFIRM THE ELEVATION AND POSITION OF SEWER STUB PRIOR TO ANY OTHER EXCAVATION. SEWER STUBS ARE TO BE CHECKED PRIOR TO CONNECTION TO ENSURE THAT THEY HAVE ACCEPTABLE GRADE AND ARE CLEAR AND UNOBSTRUCTED TO THE MAIN. SEWER LINES SHOULD BE CONSTRUCTED TO ALLOW FOR GRAVITY FLOW FROM THE LOWEST LEVEL OF THE STRUCTURE. THE INSTALLER AND THIS PERMIT MUST BE PRESENT AT THE JOB SITE AT THE SCHEDULED INSPECTION TIME. BOTH STATE LAW RCW 19.122 AND COUNTY CODE REQUIRES THE INSTALLER TO GIVE NOTICE OF EXCAVATION TO OWNERS OF UNDERGROUND FACILITIES. CALL 1-800-424-5555 BEFORE YOU DIG --AT LEAST 2 WORKING DAYS IN ADVANCE. SPOKANE COUNTY CODE REQUIRES THE INSTALLER COMPLY WITH ALL REQUIREMENTS OF THE WA STATE DEPT OF LABOR & INDUSTRIES, INCLUDING THOSE RELATED TO TRENCH SAFETY. Total Fees AmountPaid AmountOwine $100.00 $100.00 $0.00 Payment Summary Tran Date Receipt # Payment Amt 9/29/2006 5526 $100.00 Processed By: DOMPIER, DAWN PERMIT Printed By: Phillips, Linda Page 1 of 1 i. Permit Center Spokane 11707 E Sprague Ave, Suite 106 Spokane Valley, WA 99206 111111111111111000 ky (509)688-0036 FAX: (509)688-0037 Community Development rwww.spokanevaile ..or, New Construction Addition/Remodel PERMIT NUMBER: PERMIT FEE: Residential Construction Permit Application SITE ADDRESS 9/3 Al 1411191 vegl r� 116= - ASSESSORS PARCEL NO: �5�d �. 22to--1 Other: ❑ Accessory Bldg ❑ Deck NE 4N LEGAL DESCRIPTION: W.A4.) Building Owner: DIMENSIONS: Name: Ir/49AY N ' . U ��'ro Address. 2 FLOOR Q. FTG: City: Ne w� State: Zip: Fax: Fax: Contact Person Name: Phone:—� ,,9 Describe the detail: 2S N., R. 44 —A --i Contractor: DIMENSIONS: Name: _ WAl Address: 2 FLOOR Q. FTG: City: State: Zip: Phone: Fax: Contractor Lic No: Exp Date: City Business Lic. No: SQ FT Cost of Project: $ �-3 / **************Th !1 MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSIONS: # OF STORIES: ONe TO�T.Aj. H ABLE SPACE: MAIN FLOOR TO S 2 FLOOR Q. FTG: UNFIN BASEMENT SQ. FTG: IMPE((RppVIOUS SURFACE FTG: 4-�9� 67 NX /V© AREA: FINISHED BASEMENT.GARAGE SQ. FTG: /(! SQ FT DECK/COV. PATIO Q. FT 30% SLOPES ON N� PROPERTY: # OF BEDROOM5- ?// COkNNSTRUON TYP : HEAT SOURCE: SEWER OR SEPTIC? 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 �!d/r»� �i1`'/r��/IG1�i'9 Date Method of Payment: ✓� ��/� ❑ Cash ❑ Check Mastercard ❑ VISA Bankcard #: Expires: VINM Authorized Signature: REVISED 8/25/2005 S#6k<a VA ly 11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206 509.921.1000 ♦ Fax: 509.921.1008 ♦ cityhalt@spokanevalley.org Residential Plan Submittal Minimums ❑ Completed Building & Mechanical application with: Accurate address, Parcel Number and/or Legal Description, description of work, owner and contractor information, signature, and date. ❑ Two sets of plans including Site Plan, elevations, floor plans, foundation plans With details, roof plan, framing plans & details. ❑ Show the height of any proposed buildings or accessory structures. ❑ Floor plan for each floor: Dimension to scale (minimum 1/8") and label each Room (including sq. footage of house and garage on plans) Show each level of existing house and square footage of any additions. ❑ All braced wall panel types: show locations and details of installation, including engineered design. ❑ Egress windows: Provide at least one window or exterior door approved for Emergency escape or rescue from a basement and in every room for sleeping. ❑ Smoke detector locations ❑ 22" X 30" attic access location ❑ 18" X 24" crawl space access: ❑ One-hour separation detail: between house and garage ❑ Floor framing details: Joist type, size, spacing and installation details ❑ Roof framing plan and details ❑ Furnace and hot water heater location. ❑ All header locations: type, size, and connections ❑ Foundation plan ❑ Insulation information Spo� . ems' ��Valley Community Development Mechanical Permit Permit Center 11707 E Sprague Ave, Suite 106 Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 www.spokanevalley.org SITE ADDRESS: ✓ /� PERMIT NUMBER: PERMIT FEE: Commercial ZResidential F2 . 2zo3 Building Owner DESCRIPTION OF WORK Name:Phone: - Fax: - Address: City: State: Zip: Contractor 2 FUEL BURNING APPLIANCE Name: OWN4k,- U Phone: Fax: Address: City: State: Zip: License No: City Business Lic: 4 Contact More than 400,000 X Name: -'!*Wd109 Phone: USED APPLIANCE SEC min. AFUE rating) DESCRIPTION OF WORK # OF UNITS X COST = TOTAL AMOUNT 1 FUEL BURNING APPLIANCE Equal to or less than 100,000 X $12.00 - 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 SEC min. AFUE rating) Equal to or less than 400,000 X $50.00 = 6 USED APPLIANCE SEC 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/RE FRIG ERATI More than 1,750M BTU X $60.00 = 12 GAS LOG, GAS INS T, GAS FIREPLACE r12 X $10.00 = 13 RANGE X $10.00 = 14 DRYER X $10.00 = 15 FUEL BURNING WATER HEATER X $10.00 = 16 MISC. FUEL BURNING APPLIANCE X $10.00 - 17 GAS PIPING each outlet X $1.00 - 18 DUCT SYSTEMS X $10.00 = 19 VENTILATING FANS X $10.00 = 20 AIR HANDLER DOES NOT include ducting) Equal to or less than 10,000 CFM X $12.00 = 21 AIR HANDLER DOES NOT include ducting) Greater than 10,000 CFM X $15.00 = 22 EVAPORATIVE COOLERS X $10.00 = 23 TYPE I HOOD X $50.00 - 24 TYPE II HOOD X $10.00 = 25 HEAT PUMP/AIR CONDITIONER 0-3 TON 02 X $12.00 - 26 AIR CONDITIONER 3-15 TON X $20.00 = 27 AIR CONDITIONER 15-30 TON X $25.00 - 28 AIR CONDITIONER 30-50 TON X $35.00 = 29 AIR CONDITIONER More than 50 TON X $60.00 = 30 LPG STORAGE TANK X $10.00 = 31 WOOD OR PELLET STOVE/INSERT X $10.00 = 32 WOOD STOVE - FREE STANDING X $25.00 = 33 REPAIR & ADDITIONS X $15.00 = 34 VENTILATION SYSTEMS X $12.00 - 35 VENTILATION MECHANICAL EXHAUST X $12.00 - 36 INCINERATOR - RESIDENCE X $19.00 - 37 INCINERATOR -COMMERCIAL X $22.00 - METHOD OF PAYMENT: EI❑CHECK ❑ VISA MC CARD #: AUTHORIZED SIGNATURE: REVISED 8/26/05 EXPIRES: VIN: SUBTOTAL PROCESSING FEE $35.00 TOTAL PERMIT FEE DUE: Permit Center S`pol�ane 11707 E Sprague Ave, Suite 106 �,,.•'�Ualley Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 Community Development www.spokanevalley.or2 Plumbing Permit Applications ❑ Commercial SITE ADDRESS: PERMIT NUMBER: PERMIT FEE: Residential Building Owner 1 TUBS X Name: = ' Phone: _ Fax: Address: O N City: State: W142 Zip: Contractor LAVS/BASINS, BAR, FLOOR, KITCHEN, Name: c.wwew Of _. CJ ' Phone: Fax: Address: LAUNDRY, UTILITY, JANITOR, PHOTO, City: State: Zip: License No: City Business Lic: X-RAY, FOOD, PREP/CULINARY MEAT Contact 41 Name: 1 DISHWASHER Phone: X DESCRIPTION OF WORK # OF UNITS X COST = TOTAL AMOUNT 1 TOILETS WATER CLOSET, BIDETS X $6.00 - 2 URINALS X $6.00 = 3 1 TUBS X 1 $6.00 = 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 1 DISHWASHER X $6.00 = 7 CLOTHES WASHER X $6.00 = 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 = AREA, CASE, COIL, TRENCH, 11 FLOOR DRAINS CONDENSATE X $6.00 - 12 ROOF DRAINS/OVERFLOW 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 = ICE AN/OR COFFEE MAKER, HOSE BIB, 16 WATER USING DEVICE STEAMER X $6.00 = PROOFER, CARBONATOR, SWAMP COOLER VACUUM BREAKER, CHECK VALVE, AND R.P.B.P.D. FOR: VATS, TANKS, 17 CROSS CONNECTION DEVICE 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 = 20 MISCELLANEOUS PLUMBING FIXTURE X $6.00 = 21 PRIVATE SEWAGE DISPOSAUSYS X $20.00 = 22 INDUSTRIAL WASTE INTERCEPTOR I X $15.00 = SUBTOTAL METHOD OF PAYMENT: PROCESSING FEE ❑CASH ❑ CHECK ❑ VISA MC EXPIRES: $35.00 Card# VIN: TOTAL PERMIT FEE DUE: AUTHORIZED SIGNATURE: REVISED 8/26/05 CITY OF SPOKANE VALLEY SHORT PLAT SHP 04-05 A PORTION OF THE NE 1/4 OF S. 18, T. 25 N., R. 44 E., W.M., CITY OF SPOICANE VALLEY SPOICANE COUNTY, WASHINGTON I 1 1 I 20' �---_ 1 , -----------2--------- J ------------------------------------ --------------- `-------------------------------------------------- ------- n es3s.z' E _ __ - 1D, - �- "-----. - - WAS--- 0.37 E SET ►11 NA1l: N. Co. -- - —� - WASMER, 0.50' W. _�' _ � - _.—_ _ �_ - _� - � _ "�_ _ _� - _ --_ CATALDO 632'• AVE,NUC -- - ---- - ----- ----T 1 ' ___'___;_______131.65' 1 ,-- ----_---T----_---12163' 1 1 ; 7 -------- ---- 126.63' 121.65 1 � f!7 I' i i i i io t Nes-56'01'E 1 1 12117 i i i„ia '.1 1y B C' ri 1j0 i E9 I� 12.916 SO. FT.iCR I 2 Ilet 3 4 f ;� - � ;m & N66'35'20'E ; 1 ; ;$ ;� t(, ♦�lO Iu 124.66' III � , p -2j1 1 , SolA 4C'' 12.918 s0. FT. S a ; ' �l� •, 4' I Y I w; 1 10' As 1 12' DER EIAENi i i a i 1 124.70 ' _121.70_-- }____-- , .54.;)q 31 J9'W 124.7G ; 1 , 1 $ Y 1 12170' __--___}___- }_______ I I • i i i i i 120' i la' r i10 tv I 1 8 I 9 f 6 7 I I i sl dl i I I 1 1 I 1 I � 1 i i 1 I i i I' i 114.'3'1 20 12173'----- 124.75 I---- 124.75•-------- L-------174_75---------i---------------------r_ 20 -_ ---_------_----TO CO. WA91EA. O.IW �.. —� N4 00 NOT RESET. FD. Co. WASHER, a4o' BROADWAY AVENUE ------ -------------- X; D0 NOT R[5EL � ________ 1 i 0' 60' 120' ISO' SCALE 1"=80' LEGEND: • SET /� REBAR W/IPC MARKED 'AOANS LS7317, W4ES3 O SE NOTED. 0 MONUMENT SXM AS NOTED, ( ) OWENSMN PER NUWOQNSpTS ADO., 9K. '0'. PC. 4. E EOUIPUM AND PROCEDURES This survey was performed with,o Sokkia Set Sot) Total Station using field tro"n; procedures achieving minimum closing standard per WAC JJ2- 130-090. BASIS OF BEARING The basis of bearing iy grid from Spokane County CIS rolops. ROBERTS. ADAMS. PLS 07317 ROBERTS. ADAMS, P.L.S. f7317 ~ E. 3914 CaNCRESS MVKANE WA. 1JO91 1J4-2230 SECTION: 1825 TowNSHIP: RANGE: 44 N sE ' EW Q L2d7Vr- MrCNAtt LEE ARA NOV Na: os -14d. _.-.. ORA NN 9n R*W OVEEWEO er NSI DAM 06/02/01 nno 600N 4t I ---- 3NE£r 2 a, 1 Ate AKl.• OJ- tfav:o OS nNAL SNORT PLAT ----_ MICHAEL LEE 1� Ip p Iw c I I 1 I I I I I I I _ I I I I I I 124.70' -_--- -----F---------------- 1 I 1 I 1 1 i I I I I I I 1 I I I I I m 1 I I 1 I 1 I I I I I I I I 1 I I I I I I S86'54'39 -w, O'){-Ds' 4 � I I I I 20' ----------------- �------ ---- j�� - SETNAIL; F CO. - Sd; WASHER, 0.31' E. XUE _ _ L2 I i ------ I 10' UTILITY EASEMENT I 12 BORDER EASEMENT p N A IOW -� I + 12,91-4 SQ. FT. L" I I Z N86'56'01 "E o l �� 1 N 124.67'I IN N a M IN I w 12,916 SQ. FT. I� y I I I N 1^ ` , l� o I' 1� Ip p Iw c I I 1 I I I I I I I _ I I I I I I 124.70' -_--- -----F---------------- 1 I 1 I 1 1 i I I I I I I 1 I I I I I m 1 I I 1 I 1 I I I I I I I I 1 I I I I I I S86'54'39 -w, Interstate Professional Plaza 15321 E. Mission Ave Veradale, WA 99037 September 5, 2006 DIAMONDROCK CONSTRUICtiox (509) 924-8964 Office (509) 926-8094 Fax Luda Kanishcheu has permission to use this Diamond Rock Blue Print for a rancher duplex at 905 and 913 N. Marquette address only. : D, A 00-c* a "e 4:r�, Cr -5 A LLrj Y a ?Urs 4, u, S M Fri m R1 N) m m M m N) w MR) ler n N 9/3 N 22,03 m NNING DEPT. APPROVOI m ...� T 3 j C b D i V V f N co u W I WSEC TABLE 6-2 PRESCRIPTIVE REQUIREMENTS -4- FOR GROUP R OCCUPANCY CLIMATE ZONE 2 * 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 S= UNNERSITY 1-7 QENERGY PROGRAM Glazing Glazing U -Factor Door' Wall'Z Walla? int Wall? Slab' Option Area 'D: U- Ceiling Vaulted Ceiling above Below ext" Below Floors on Vertical Overhead „ % of floor Factor Grade Grade 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 1 R-10 R-5' III. 17% 0.37 0.58 0.20 R-38 R-30 R-19+ R-21 R-12 R-30 R-10 R-5' 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-101 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 S= UNNERSITY 1-7 QENERGY PROGRAM Form TT -077A Page 2 of 2 Figure 1. Recommended construction details for APA portal frame bracing without hold-downs EXTENT OF HEADER � A 3"X.1-1.257 -4 A FRONT ELEVATION SHEATHING FILLER IF NEEDED 16D SINKER -NAILS IN 2 ROWS @. 3" O.C" 100b L•B.HEACIER STRAP 318" MIN. THICKNESS WOOD STRUCTURAL PANEL 'SHEATHING MIN. 2x4 FRAMING-TYP. SECTION A -A SIDE ELEVATION ' •FASTEN TOP PLATE TO*HEADER WITH TWO E ! ROWS OF 16D SINKER NAILSAT 3" O.C. TYP. BOARD, 1.000 L8 STRAP:QP.POSITESHEATHINC MAIN. (2):2x4 .1 8D NAIL @ 61N. \ " FASTEN SHEATHING TO HEADER WITH 8D O.C. IN ALL MAX. (( J. • .I I�� COMMON Ok. GALVANIZED BOX NAILS IN 3" GRID HEIGHT - PATTERN AS SHOWN•AND 3" O.C. IN,ALL PORTAL FRAME 1Q ; �, FRAMING (STUDS, BLOCKING, AND,$ILLS) TYP. SEGMENT TYP. ..I � WIDTH BASED ON 6:1 HEIGHT -TO -WIDTH RATIO: "I FOR -120" HEIGHT, MIN. WIDTH = 20", FQR 96" 1. I�= HEIGHT, MIN. WIDTH.- 16"* ETC. 'i �'j• 'I MIN.. (2) 2x4 JA. . FOR A PANEL SPLICE (IF NEEDED), PANEL EDGES SHALL BE ia• BLOCKED; AND•OCCUR WITHIN 200F MID -HEIGHT. ONE ROW c •� OF TYP. SHEATHING;TO-FRAMING NAILING IS RLQUIRED. ' IF 2X4 BLOCKING IS USED,•THE 2X4'S.MUST BE NAILED TOGETHER WITH 316D SINKERS -MIN. 2"X2"X3116" PLATEWASHER ps 'I �+ ANCHOR BOLT PER CODE -4 A FRONT ELEVATION SHEATHING FILLER IF NEEDED 16D SINKER -NAILS IN 2 ROWS @. 3" O.C" 100b L•B.HEACIER STRAP 318" MIN. THICKNESS WOOD STRUCTURAL PANEL 'SHEATHING MIN. 2x4 FRAMING-TYP. SECTION A -A SIDE ELEVATION 7011 South 19th Street • P.O. Box 11700 • Tacoma, WA 98411-0700 Telephone: (253) 565-6600 • Fax Number: (253) 565-7265 ERF AM—MgDETAIL, FRAMING FOR 16D NAIL @ 24 GYPSUM WALL IN. O.C. BOARD, (OPTIONAL) 8D NAIL @ 61N. \ O.C. IN ALL PANEL EDGES NEiT PART OF PORTAL FRAME PORTAL FRAME WALL . SEGMENT TYP. 7011 South 19th Street • P.O. Box 11700 • Tacoma, WA 98411-0700 Telephone: (253) 565-6600 • Fax Number: (253) 565-7265 ERF AM—MgDETAIL, k7a- 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) Thickness: 63/4" Approx. Weight: 8 psf Fire Test: ITS J99-22441.2,10-99 GYPSUM WALLBOARD, WOOD STUDS, MINERAL FIBER INSULATION 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 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. Tested at 5,156 lbs per stud or 100 percent of design load. (LOAD-BEARING) 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, IN" 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 angles with 8d coated nails, 23/a" long, 0.099" shank, 9/32" heads, 8" o.c. Joints offset 24" from base layer joints. Inner layer 1/2" type X gypsum wallboard or gypsum veneer base applied parallel to studs with 6d coated nails, 17/8" 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: 63/4" Approx. Weight: 81/2 psf Fire Test: ITS J99-22441.1, 10-99 Thickness: Ill. 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 C 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, 17/8" 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. Inner layer 5/s" type X gypsum wallboard or gypsum veneer base applied parallel with 6d coated nails, 17/8" 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) GYPSUM WALLBOARD, WOOD STUDS Base layer 5/e' 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/s" 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 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) GYPSUM WALLBOARD, WOOD STUDS Base layer s/8" 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/e" long, 0.085" shank, 1/4" heads, 24" o.c. Face layer 5/e" type X gypsum wallboard or gypsum veneer base applied at right angles to each side with 8d coated nails, 23/s" 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. (LOAD-BEARING) GA -600-2003 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) 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 Thickness: 8" Approx. Weight: 13 psf Fire Test: See WP 4135 (FM WP 360, 9-27-74) Sound Test: NGC 2377, 5-19-70 61 R314.2.7 Sill plates and headers. Foam plastic shall be permitted to be spray applied to a sill plate and header with- out thermal barrier subject to all of the following: 1. The maximum thickness of the foam plastic shall be 31/4 inches (82.6 mm). 2. The density of the foam plastic shall be in the range of 1.5 to 2.0 pcf (24 to 32 kg/m3). 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less when tested in accordance with ASTM E84. R314.3 Specific approval. Plastic foam not meeting the re- quirements of Sections R314.1 and R314.2 may be specifically approved on the basis of one of the following approved tests: ASTM E 84, FM 4880, UL 1040, NFPA 286, ASTM E 152, or UL 1715, or fire tests related to actual end-use configurations. The specific approval may be based on the end use, quantity, lo- cation and similar considerations where such tests would not be applicable or practical. R314.4 Interior finish. Foam plastics that are used as interior finish shall also meet the flame -spread requirements for inte- rior finish. R314.5 Termite damage. The use of foam plastics in areas of "very heavy" termite infestation probability shall be in accor- dance with Section R320.4. [B] SECTION R315 FLAME SPREAD AND SMOKE DENSITY R315.1 Wall and ceiling. Wall and ceiling finishes shall have a flame -spread classification of not greater than 200. Exception: Flame -spread requirements for finishes shall not apply to trim defined as picture molds, chair rails, base- boards and handrails; to doors and windows or their frames; or to materials that are less than '/28 inch (0.907 mm) in thickness cemented to the surface of walls or ceilings if these materials have a flame -spread characteristic no greater than paper of this thickness cemented to a noncombustible backing. R315.2 Smoke -developed index. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450. R315.3 Testing. Tests shall be made in accordance with ASTM E 84. R315.4 Alternate test method. As an alternate to having a flame -spread classification of not greater than 200 and a smoke developed index of not greater than 450 when tested in accor- dance with ASTM E 84, wall and ceiling finishes, other than textiles, shall be permitted to be tested in accordance with NFPA 286. Materials tested in accordance with NFPA 286 shall meet the following criteria: During the 40 kW exposure, the interior finish shall comply with Item 1. During the 160 kW exposure, the interior finish shall comply with Item 2. During the entire test, the interior fin- ish shall comply with Item 3. During the 40 kW exposure, flames shall not spread to the ceiling. 2003 INTERNATIONAL RESIDENTIAL CODE® BUILDING PLANNING 2. During the 160 kW exposure, the interior finish shall comply with the following: 2.1. Flame shall not spread to the outer extremity of the sample on any wall or ceiling. 2.2. Flashover, as defined in NFPA 286, shall not oc- cur. The total smoke released throughout the NFPA 286 test shall not exceed 1,000 m2. [B] SECTION R316 INSULATION R316.1 Insulation. Insulation materials, including facings, such as vapor retarders or vapor permeable membranes in- stalled within floor -ceiling assemblies, roof -ceiling assem- blies, wall assemblies, crawl spaces and attics shall have a flame -spread index not to exceed 25 with an accompanying smoke -developed index not to exceed 450 when tested in ac- cordance with ASTM E 84. Exceptions: 1. When such materials are installed in concealed spaces, the flame -spread and smoke -developed limi- tations do not apply to the facings, provided that the facing is installed in substantial contact with the unex- 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 R316.3, shall only be required to meet the smoke -de- veloped index of not more than 450. R316.2 Loose -fill insulation. Loose -fill insulation materials that cannot be mounted in the ASTM E 84 apparatus without a screen or artificial supports shall have a flame -spread rating not to exceed 25 with an accompanying smoke -developed factor not to exceed 450 when tested in accordance with CAN/ ULC -S102.2. Exception: Cellulose loose -fill insulation shall not be re- quired to comply with this test method provided that such insulation complies with the requirements of Section R316.3. R316.3 Cellulose loose -fill insulation. Cellulose loose -fill in- sulation shall comply with CPSC 16 CFR, Parts 1209 and 1404. Each package of such insulating material shall be clearly labeled in accordance with CPSC 16 CFR, Parts 1209 and 1404. R316.4 Exposed attic insulation. All exposed insulation ma- terials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. R316.5 Testing. Tests for critical radiant flux shall be made in accordance with ASTM E 970. SECTION R317 DWELLING UNIT SEPARATION R317.1 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and/or floor assemblies having not less than 1 -hour fire -resistance rat - 53 BUILDING PLANNING ing when tested in accordance with ASTM E 119. Fire - resistance -rated floor -ceiling and wall assemblies shall extend to and be tight against the exterior wall, and wall assemblies shall extend to the underside of the roof sheathing. Exception: A fire resistance rating of 1/2 hour shall be per- mitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA 13. 8317.1.1 Supporting construction. When floor assem- blies are required to be fire -resistance -rated by Section R317.1, the supporting construction of such assemblies shall have an equal'or greater fire -resistive rating. R317.2 Townhouses. Each townhouse shall be considered a separate building and shall be separated by fire - resistance -rated wall assemblies meeting the requirements of Section R302 for exterior walls. Exception: A common 2 -hour fire -resistance -rated wall is permitted for townhouses if such walls do not contain plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. Electrical installations shall be installed in accordance with Chapters 33 through 42. Pene- trations of electrical outlet boxes shall be in accordance with Section R317.3. R317.2.1 Continuity. The common wall for townhouses shall be continuous from the foundation to the underside of the roof sheathing, deck or slab and shall extend the full length of the common wall including walls extending through and separating attached accessory structures. R317.2.2 Parapets. Parapets constructed in accordance with Section R317.2.3 shall be provided for townhouses as an extension of exterior walls or common walls in accor- dance with the following: 1. Where roof surfaces adjacent to the wall or walls are at the same elevation, the parapet shall extend not less than 30 inches (762 mm) above the roof surfaces. 2. Where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is not more than 30 inches (762 mm) above the lower roof, the parapet shall extend not less than 30 inches (762 mm) above the lower roof surface. Exception: A parapet is not required in the two cases above when the roof is covered with a minimum class C roof covering, and the roof decking or sheathing is of noncombustible materials or approved fire - retardant -treated wood for a distance of 4 feet (1219 mm) on each side of the wall or walls, or one layer of '/,-inch (15.9 mm) Type X gypsum board is installed directly be- neath the roof decking or sheathing for a distance of 4 feet (1219 mm) on each side of the wall or walls. 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is more than 30 inches (762 mm) above the lower roof. The common wall construction from the lower roof to the underside of the higher roof deck shall not have less than a 1 -hour fire -resistive rating. The wall shall be rated for exposure from both sides. R317.2.3 Parapet construction. Parapets shall have the same fire -resistance rating as that required for the support- 54 ing wall or walls. On any side adjacent to a roof surface, the parapet shall have noncombustible faces for the uppermost 18 inches (457 mm), to include counterflashing and coping materials. Where the roof slopes toward a parapet at slopes greater than two units vertical in 12 units horizontal (16.7 -percent slope), the parapet shall extend to the same 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 inches (762 mm). R317.2.4 Structural independence. Each individual townhouse shall be structurally independent. Exceptions: 1. Foundations supporting exterior walls or common walls. 2. Structural roof and wall sheathing from each unit may fasten to the common wall framing. 3. Nonstructural wall coverings. 4. Flashing at termination of roof covering over com- mon wall. 5. Townhouses separated by a common 2 -hour fire -resistance -rated wall as provided in Section R317.2. R317.3 Rated penetrations. Penetrations of wall or floor/ceil- ing assemblies required to be fire -resistance -rated in accor- dance with Section R317.1 or R317.2 shall be protected in accordance with this section. 8317.3.1 Through penetrations. Through penetrations of fire -resistance -rated wall or floor assemblies shall comply with Section R317.3.1.1 or R317.3.1.2. Exception: Where the penetrating items are steel, fer- rous or copper pipes or steel conduits, the annular space shall be permitted to be protected as follows: 1. In concrete or masonry wall or floor assemblies where the penetrating item is a maximum 6 inches (152 mm) nominal diameter and the opening is a maximum 144 square inches (92 900 mm2), con- crete, grout or mortar shall be permitted where in- stalled to the full thickness of the wall or floor assembly or the thickness required to maintain the fire -resistance rating. 2. The material used to fill the annular space shall prevent the passage of flame and hot gases suffi- cient to ignite cotton waste where subjected to ASTM E 119 time temperature fire conditions un- der a minimum positive pressure differential of 0.01 inch of water (3 Pa) at the location of the pene- tration for the time period equivalent to the fire- re- sistance rating of the construction penetrated. R317.3.1.1 Fire -resistance -rated assembly. Penetra- tions shall be installed as tested in the approved fire - resistance -rated assembly. R317.3.1.2 Penetration firestop system. Penetrations shall be protected by an approved penetration firestop system installed as tested in accordance with ASTM E 814 or UL 1479, with a minimum positive pressure dif- ferential of 0.01 inch of water (3 Pa) and shall have an F 2003 INTERNATIONAL RESIDENTIAL CODE® sembly separates a single occupancy into different fire areas, the assembly shall have a fire -resistance rating of not less than that required by Section 706.3.7. Floor assemblies separating dwelling units in the same building or sleeping units in occu- pancies in Group R-1, hotel occupancies, R-2 and I-1 shall be a minimum of 1 -hour fire -resistance -rated construction. Exception: Dwelling unit and sleeping unit separations in buildings of Type IIB, M, and VB construction shall have fire -resistance ratings of not less than'/, hour in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1. 7113.1 Ceiling panels. Where the weight of lay -in ceiling panels, used as part of fire -resistance -rated floor/ceiling or roof/ceiling assemblies, is not adequate to resist an upward force of 1 lb/ft.z (48 Pa), wire or other approved devices shall be installed above the panels to prevent vertical displace- ment under such upward force. 711.3.2 Access doors. Access doors shall be permitted in ceilings of fire -resistance -rated floor/ceiling and roof/ceil- ing assemblies provided such doors are tested in accordance with ASTM E 119 as horizontal assemblies and labeled by an approved agency for such purpose. 711.3.3 Unusable space. In 1 -hour fire -resistance -rated floor construction, the ceiling membrane is not required to be installed over unusable crawl spaces. In 1 -hour fire -resis- tance -rated roof construction, the floor membrane is not re- quired to be installed where unusable attic space occurs above. 711.4 Continuity. Assemblies shall be continuous without openings, penetrations or joints except as permitted by this sec- tion and Sections 707.2, 712.4 and 713. Skylights and other penetrations through a fire -resistance -rated roof deck are per- mitted to be unprotected, provided that the structural integrity of the fire -resistance -rated roof construction is maintained. Un- protected skylights shall not be permitted in roof construction required to be fire -resistance rated in accordance with Section 704.10. The supporting construction shall be protected to af- ford the required fire -resistance rating of the horizontal assem- bly supported. 711.5 Penetrations. Penetrations through fire -resistance -rated horizontal assemblies shall comply with Section 712. 711.6 Joints. Joints made in or between fire -resistance -rated horizontal assemblies shall comply with Section 713. The void created at the intersection of a floor/ceiling assembly and an ex- terior curtain wall assembly shall be protected in accordance with Section 713.4. 711.7 Ducts and air transfer openings. Penetrations by ducts and air transfer openings shall comply with Sections 712 and 716. SECTION 712 PENETRATIONS 712.1 Scope. The provisions of this section shall govern the materials and methods of construction used to protect through penetrations and membrane penetrations. FIRE -RESISTANCE -RATED CONSTRUCTION 712.2 Installation details. Where sleeves are used, they shall be securely fastened to the assembly penetrated. The space be- tween the item contained in the sleeve and the sleeve itself and any space between the sleeve and the assembly penetrated shall be protected in accordance with this section. Insulation and coverings on or in the penetrating item shall not penetrate the assembly unless the specific material used has been tested as part of the assembly in accordance with this section. 712.3 Fire -resistance -rated walls. Penetrations into or through fire walls, fire barriers, smoke barrier walls, and fire partitions shall comply with this section. 712.3.1 Through penetrations. Through penetrations of fire -resistance -rated walls shall comply with Section 712.3.1.1 or 712.3.1.2. Exception: Where the penetrating items are steel, fer- rous or copper pipes or steel conduits, the annular space between the penetrating item and the fire -resis- tance -rated wall shall be permitted to be protected as fol- lows: 1. In concrete or masonry walls where the penetrat- ing item is a maximum 6 -inch (152 mm) nominal diameter and the opening is a maximum 144 square inches (0.0929 m2), concrete, grout or mor- tar shall be permitted where installed the full thick- ness of the wall or the thickness required to maintain the fire -resistance rating; or 2. The material used to fill the annular space shall prevent the passage of flame and hot gases suffi- cient to ignite cotton waste where subjected to ASTM E 119 time -temperature fire conditions un- der a minimum positive pressure differential of 0.01 inch (2.49 Pa) of water at the location of the penetration for the time period equivalent to the fire -resistance rating of the construction pene- trated. 712.3.1.1 Fire -resistance -rated assemblies. Penetra- tions shall be installed as tested in an approved fire -resis- tance -rated assembly. 712.3.1.2 Through -penetration firestop system. Through penetrations shall be protected by an approved penetration firestop system installed as tested in accor- dance with ASTM E 814 or UL 1479, with a minimum positive pressure differential of 0.01 inch (2.49 Pa) of water and shall have an F rating of not less than the re- quired fire -resistance rating of the wall penetrated. 712.3.2 Membrane penetrations. Membrane penetrations shall comply with Section 712.3.1. Where walls and parti- tions are required to have a minimum 1 -hour fire -resistance rating, recessed fixtures shall be installed such that the re- quired fire resistance will not be reduced. Exceptions: 1. Steel electrical boxes that do not exceed 16 square inches (0.0103 m2) in area provided the total area of such openings does not exceed 100 square inches (0.0645 m2) for any 100 square feet (9.29 1112) of wall area. Outlet boxes on opposite sides of 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 inches (610 mm); 1.2. By a horizontal distance of not less than the depth of the wall cavity where the wall cav- ity is filled with cellulose loose fill, rockwool or slag mineral wool insulation; 1.3. By solid fireblocking in accordance with Section 717.2.1; i 1.4. By protecting both outlet boxes by listed \ putty pads; or 1.5. By other listed materials and methods. 2. Membrane penetrations for listed electrical outlet boxes of any material are permitted provided such boxes have been tested for use in fire -resis- tance -rated assemblies and are installed in accor- dance with the instructions included in the listing. Outlet boxes on opposite sides of the wall shall be separated as follows: 2.1. By a horizontal distance of not less than 24 inches (610 mm); 2.2. By solid fireblocking in accordance with Section 717.2.1; 2.3. By protecting both outlet boxes by listed putty pads; or 2.4. By other listed materials and methods. 3. The annular space created by the penetration of a fire sprinkler provided it is covered by a metal es- cutcheon plate. 712.3.3 Ducts and air transfer openings. Penetrations of fire -resistance -rated walls by ducts and air transfer open- ings that are not protected with fire dampers shall comply with this section. 712.3.4 Dissimilar materials. Noncombustible penetrating items shall not connect to combustible items beyond the point of firestopping unless it can be demonstrated that the fire -resistance integrity of the wall is maintained. 712.4 Horizontal assemblies. Penefrations of a floor, floor/ceiling assembly or the ceiling membrane of a roof/ceil- ing assembly shall be protected in accordance with Section 707. Penetrations permitted by Exceptions 3 and 4 of Section 707.2 shall comply with Sections 712.4.1 through 712.4.4. Exception: Penetrations located within the same room or undivided area as floor openings not required to have a shaft enclosure in accordance with Exceptions 1, 2, 5, 7, 8 or 9 in Section 707.2. 712.4.1 Through penetrations. Through penetrations of fire -resistance -rated horizontal assemblies shall comply with Section 712.4.1.1 or 712.4.1.2. Exceptions: 1. Penetrations by steel, ferrous or copper conduits, pipes, tubes, vents, concrete, or masonry through a single fire -resistance -rated floor assembly where the annular space is protected with materials that prevent the passage of flame and hot gases suffi- cient to ignite cotton waste where subjected to ASTM E 119 time -temperature fire conditions un- der a minimum positive pressure differential of 0.01 inch (2.49 Pa) of water at the location of the penetration for the time period equivalent to the fire -resistance rating of the construction pene- trated. Penetrating items with a maximum 6 -inch (152 mm) nominal diameter shall not be limited to the penetration of a single fire -resistance -rated floor assembly provided that the area of the pene- tration does not exceed 144 square inches (92 900 mm2) in any 100 square feet (9.3 m2) of floor area. 2. Penetrations in a single concrete floor by steel, fer- rous or copper conduits, pipes, tubes and vents with a maximum 6 -inch (152 mm) nominal diame- ter provided concrete, grout or mortar is installed the full thickness of the floor or the thickness re- quired to maintain the fire -resistance rating. The penetrating items with a maximum 6 -inch (152 mm) nominal diameter shall not be limited to the penetration of a single concrete floor provided that the area of the penetration does not exceed 144 square inches (0.0929 m2). 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 accordance with the tested assembly. 712.4.1.1 Fire -resistance -rated assemblies. Penetra- tions shall be installed as tested in the approved fire -re- sistance -rated assembly. 712.4.1.2 Through -penetration firestop system. Through penetrations shall be protected by an approved through -penetration firestop system installed and tested in accordance with ASTM E 814 or UL 1479, with a min- imum positive pressure differential of 0.01 inch (2.49 Pa) of water. The system shall have an F rating and a T rating of not less than 1 hour but not less than the required rating of the floor penetrated. Exception: Floor penetrations contained and located within the cavity of a wall do not require a T rating. 712.4.2 Membrane penetrations. Penetrations of mem- branes that are part of a fire -resistance -rated horizontal as- sembly shall comply with Section 712.4.1.1 or 712.4.1.2. Where floor/ceiling assemblies are required to have a mini- mum 1 -hour fire -resistance rating, recessed fixtures shall be installed such that the required fire resistance will not be re- duced. Exceptions: Membrane penetrations by steel, ferrous or copper conduits, electrical outlet boxes, pipes, tubes, vents, concrete, or masonry -penetrating items where the annular space is protected either in ac- cordance with Section 712.4.1 or to prevent the free passage of flame and the products of combus- tion. Such penetrations shall not exceed an aggre- gate area of 100 square inches (64 500 mm2) in any 100 square feet (9.3 m2) of ceiling area in assem- blies tested without penetrations. 98 2003 INTERNATIONAL BUILDING CODE® Interstate Professional Plaza 15321 E. Mission Ave Veradale, WA 99037 To: Tom Scholtens, Spokane Valley Building Official (509) 924-8964 Office (509) 926-8094 Fax From: Tom Riley, Diamond Rock Construction Superintendent Date: August 30, 2004 Re: Heated crawl space construction I am submitting the following, for your review, under R104.11 as an alternate method of construction for one and two fanuly tion dwellings on crawl space foundas. The following will detail our proposed method to create a fully heated crawl space that _ will conform to the ITBC, IRC, Wa. St. Energy Code and Wa. St. Indoor Air Quality Code. 1) We will install furnaces in the garage. 2) We will install a passive radon system. AFI 03.5 IRC, WAC51.13 3) We will installa continuous soil gas retarder of 6 mil poly. All joints will be overlapped 12" and sealed. All edges will be sealed to footings at foundation perimeter and at all bearing footings. AF103.5.2 IRC, WAC51.13 4) We will insulate perimeter of foundation walls with drape insulation with an R- value equal to or greater than main_floor walls above, fastened to interior of foundation walls from top of footing to top of foundation wall. This does fit within the prescriptive method for below grade walls. WAC51.11 5) We will provide (1) heat register per unit in crawl space. This will create'a fully heated space asdefined by WAC51.11 An enclosed space within a building, _including adjacent connected spaces separated by an u .. %.ated component, which is heated by a heating system whose output capacity is capable of maintaining a temperature of 45 degrees Fahrenheit or greater at design heating conditions _. _. - 6) We will provide(2) 4" diameter vents with flappers per unit to allow stagnant air to be forced out of the crawlspace by static pressure as fresh air is brought into the crawl space by the furnace blower through the register. These vents would be placed as far as practical away from the register. BATTEN STRIP NAILED TO WALL CONTINUOUS SEALANT BEAD SOIL GAS RETARDER MEMBRANE Suggested Radon Details SOIL IN CRAWLSPACE SILL, DIAMONDROCK CONSTRUCTION 15321 E. MISSION AVE. VERADALE,WA 99037 (509) 929.8964 IZ' !CM T N 1�`" rIzffFER TO F"_ PLAT FCR 5E-4'ISIZE) WE LAT EIY. FCR C_- TYpE CQ S'nP]M CD CCW, X 4 DF COL W TO GXL 'KESS NOTED OR�R1AaE) I I X 4 SI^AL'ET) pEp�,�.r 1 FT 7%JOISTS lSEE'F '4'IW+ FL+UII ELAENG FDR CCµ) CMI ITT'E R S,;= CD FAOCIA DD 4M CREFER TO FRyISY. W FOR BEAM SILO r— NdY.ER FOR FpDTYYnEFECb �2 POQCI-1 DCTAIL 7 CEILING: %2" GWB if perpendicular to rafters or trusses 24" o.c. and no water based texture used— otherwise 5/8" G" Attic on 1 Sq Ft per every 300tSgIFt of space ventilated with at least 50% in the up Portion of roof area. Attic Accessible by 22'x 30" 01 3()# felt for ice M r er 4 Q,1, wl< CA- R'3° FLh1Ai1GN —r E[E EL��S rr R•71 N5MATICH „4� TE�CEILWGS .A+1/ Y AIRROW EEnIECR Ta• OF aI°DLatlq! r BO7Tgi a Icon' sNearunG r uaE R -JO Wau.LnoN ONE L4 � �MG OVER OVER VI' ASP. DASE cDx n:.D aurG F'12�VIDE 'SV9+Sq.r' M OR E41AL EACH RAFTER TO PLATE PROVIDE 7 x YENi BLOCKPy. aq' 'Aa l CATTIER TSEE R-73 WN,LAr� �4 J TYPICAL \HALL DCTAIL N1101.3.1 — Attic insulation certification required as to R — value or coverage. Markers, attached to trusses or rafters, required for every 300 sf of attic space with 1 inch high numbers for installed thickness of insulation. 3 R•P DERIVED FROM TABLE 40411(7) IOTFDC - T�DUIRSITTS FOR CCNCR`TE FC1.PlDATICN WALLS SUBJECTED TO NO TITAN S.O41LD BE EXERT=D BT BACKFILL NAVMG OF 30 POUIDS F'=R CUBIC FST AN EQUIVALENT FLUO HEIGN7 CF HAXIr'gpy LOCATED IN SEISMIC ZOt•IE 3 OR 4 lT'IBALANCir ED I I%`IBALANCED MAXIMUM V_RTICAL REINFOFY FILL M F_ -ET BACKFILL FEfGHi SILK %"DSPACING F�R I (FE-ET)Z=- 8' NOMINAL WALL TNIPJFuc b MIL YI]O4E'J! 1 +' nx naecrnr n'ISONRT a �aTERF nEa 7a'' C� EA Uar II'IDCRLATTIEIIT01[ I. 41R aPA[E F RAT4 THC IY ASF.PARYERJ/a' T/LR J I J - •;•48'oG ]I OZD'ASL LL I A�7LEa 74• C.0AB,'] n.Tyl pLATF - DERIVED FROM TABLE 40411(7) IOTFDC - T�DUIRSITTS FOR CCNCR`TE FC1.PlDATICN WALLS SUBJECTED TO NO TITAN S.O41LD BE EXERT=D BT BACKFILL NAVMG OF 30 POUIDS F'=R CUBIC FST AN EQUIVALENT FLUO HEIGN7 CF HAXIr'gpy LOCATED IN SEISMIC ZOt•IE 3 OR 4 lT'IBALANCir ED I I%`IBALANCED MAXIMUM V_RTICAL REINFOFY FILL M F_ -ET BACKFILL FEfGHi SILK %"DSPACING F�R I (FE-ET)Z=- 8' NOMINAL WALL TNIPJFuc b MIL YI]O4E'J! 1 , DIA Kip DRAN TILE a �aTERF WK T<WDanp1 u�uL�1. OOI7G aPCC'a II'IDCRLATTIEIIT01[ bCAn C�1 , 41L I'� J I J - •;•48'oG W RF1AnON i o TO LL I •_ ° 48• oc. $ 83 iOP Q SUE Ix$ TD �"E G'VIrED 1Y5D l' -� ' alARr X Q U� I 04 48' oc. �i 1, •4 ° 48' oc.c. I I grz g.�ag fys g' •4 ° 48' oc. DERIVED FROM TABLE 40411(7) IOTFDC - T�DUIRSITTS FOR CCNCR`TE FC1.PlDATICN WALLS SUBJECTED TO NO TITAN S.O41LD BE EXERT=D BT BACKFILL NAVMG OF 30 POUIDS F'=R CUBIC FST AN EQUIVALENT FLUO HEIGN7 CF HAXIr'gpy LOCATED IN SEISMIC ZOt•IE 3 OR 4 lT'IBALANCir ED I I%`IBALANCED MAXIMUM V_RTICAL REINFOFY FILL M F_ -ET BACKFILL FEfGHi SILK %"DSPACING F�R I (FE-ET)Z=- 8' NOMINAL WALL TNIPJFuc b MIL YI]O4E'J! 1 , DIA Kip DRAN TILE a �aTERF WK T<WDanp1 u�uL�1. OOI7G aPCC'a II'IDCRLATTIEIIT01[ bCAn C�1 , 41L I'� 1 v i b� •;•48'oG W RF1AnON i o TO 4. •_ ° 48• oc. $ 83 IwLL M l' �1 : 48' .4L ' GTI IbnX p QIO FTG ' 05' 04 48' oc. �i 1, •4 ° 48' oc.c. I I •4 ° 4a' O g.�ag fys g' •4 ° 48' oc. [1AI0(�PY 5 �� V�nFFl�/ a 4 s 48' o� •4 ° ! "K oz WALL ! _, g' I ; 8,. 48' oc. 5 : Z oc AIL 2 I I � g• 5 ° 40' o.c .MCRE TUAu o• 1 .,_.. _.. ° 40' oG 7a_I 1W13N ROD, OVER 7/4• T AI•D G PA WwL .OR ZE)c 37/16. bCR IxA rT. TLDaLLl IW IZ DI4 WD W CO RaE1PD : - 1'rTC;1'7 SILL ISXf3 VERTY WI LATERAL EhGINCERIrL^ ) •DIA DRAW TILE EE FOld�ATICW PLAN JR FQFOA i wALL rmTaaG sPccg JOVTCD oz . f00Uv0 DCTAIL 5 TIGQ' OVER 7Xi 4Xa PT CF ��•4� PaT'ER a 44u xs�iix�op8�� WLEa] p rTYPIC'LL AI.L nlEnlnee IiaTFv) 7Xa OR Ifti P.T. 1-{D61LL YY VI•pla % b" 4NCNCR EaTa 4' C/C - Aw wTUW r cr cC7aew r Ir rain alu EDGEa rvERFT m LAtERa. Cw T�CTmNG) �-1 , DIA Kip DRAN TILE a �aTERF WK T<WDanp1 u�uL�1. OOI7G aPCC'a rvER� n� ENGINEE'Rpyv bCAn C�1 , 41L Fi, �D ,�IALIS JJ/ JCEG (3ACKEI�L�E(GWT EXCEEDING 4' VI'X b' AB.'a a• GC IL a �aTERF rvER� n� ENGINEE'Rpyv � !eft CONC SLAB I O CO -W � : CJdLSHED RO��FLL I'� FWISN GRADE TO DE W RF1AnON i o TO 1.�VLRIFIED FWI9N BOOR EL'V IDE]IREO BT OWER nIL BUC •n a, FCIFaAncW rLArl FOR Fg1CATICN WSEE i p1ALL +FOprM 3.•EC'S ! Te 162 `'NALL fLAb DCTAIL .cR DT�T+aIGN] --Cr<II --�.I ITT BUILDI DEPT--t,- L ; LS t— �41/:-� DATEJ r� �C E[11 nL� i 1 , �O i LLjli r. J C/)U s Y gin° .a %gg� �55��dgq&z �GgQ o i 11j* gIPol 1a °;_119°11", 81 Q UN V A 41 _8 g�� i JCOPYRGHT IW6 1Ur l IZL D��"16f'1 DErAIL5 NE T�(Qt C �- �J &L Z X1 0 Min. 4 ft Brace Wall Panel per R602.10.3 & R602.10.4 Min. 2 ft 8 in. Alternate Brace Wall Panel per R602.10.6 Min. 16, 18 or 20 in. APA Portal Frame Bracing - --- -- --- -- - --... - ---- -- --- ------ - - - - ------ ----- 7r."------------ ---- -- Engineered Shear Wall Bracing i -- 12'4 ----i - 28 i -- - 21' --- — -- — 7 --` 1'8 4'16 I -7`8 - 1 —21 - 28 --12ti- - -- _.- -- Oct - - i F.7sq. indows o , a-- �=_ - �_- '. - 44" sill M%� Q) i cl Z s w ws opena e j l4 cwoic - 7 sq ft. - " sill 80606L- Fix OL 2.8 \- . 05 AN PEN'NGS BETWEEN �MA�TER BDRM 0 I r>;'• ; : PIS zARAGE SHALL HAVE: i i ® L 11UR FIRE RESISTIVE -_ — i L_ I AP, i c ,PACE ABOVE) I OR SIV( , Allt( �R, CEILING� Il 2 OPEIIINGMTMSIiL;.,tit ,t' a}�r SHALLBE —� 8`8 190 EOUIPPEDrSOLID � f-IFYCOMB CORE - -- —' STEEL DOORSNOT1.ESS TH: r 'r FIRE RATED -4 DOORS. _ ut Ii Dining -- -_ — _ — i• ; n Iji -- 24 II j CA — — 24 6 2-8 —+ II BEDROOM i q X0'5 x 11' - y4OS P 0-1 pI ID O°�r' `4. S BETWEEN , 2--4 4=08if61� C� D , SHALL RAIf = = = I p I +a 10 d- 1) PAT, PAT` 1\ OR •-,%; h F r�E RESISTIVE _ i i L rH ! ,RACL Sw3 _ i III 3 =�I 18" above floor%a P B (HAI? I :;i'. : SPAC EVE) OR Ca (R I NCf Tit . FLOOR/CEI U*) ZB i II I I y �(.�0 �; I E 1V :1 JE AN SiDENCE SHALL B6. I gdBA'• 3 S, U :i.:D OR HONEYCOMB S, E y 4 BOOM �, G SS i N 1 i, 8.OR 20 MINUTE FIRE RATED�� ! 101E x 11' �"�.,. GARAGE `., 1 1ao - --- �- _ 17`1 x22`O i GARAGE, t� 1o'a — - _ 2; . _-F. 17'1 x 24'� d ( W ! _ - i-- , - I ► I� I � _ILI- i-=--= 8'11 -- 4'2 =i 18'0 4-- ' 1° ' 8110114=--�— "4 —_ 14'g G A5EA 1 I 1— -- j 2722 eq 1®' — _ = 4'8 $'8 72' LANDING required on both sides of exit doors with mm. size of 3 ft. measured in direction of travel by 3 ft. or width of door if greater, and not lower than 1 '/2 in. below threshold. Landing required at other exterior doors is a minimum size of 3 ft travel distance by width of door, and not lower than 7 % in. below threshold provided the door does not swing over the landing. Gas Appliances in garages require 18 in. elevation or approved floor grade rating. Minimum 3 in. bollard or wheel stop required for vehicular impact protection Maximum 4 ft spacing between bollards. EMERGENCY EMS$INMUIF?1=MENTS _ FROMA!Kr 110()t,,15 if T CLEAR OPENING: , �' af�E FLOOR OPENNIG TARE FEE' FAR OPENINGIT ��) ,ARE FEE' 'l.i AR OPENING WOTH '1ES �tMA FINISHED SILL NOW OVE FLOOI S, F A4L RGE NCY ESCAPE L "' , HALL BE r",' :ATIONAL FROM TIS THEr„ �M WITHOUT THE USE OF KEYS OR TOMS SMOKE ALARMS SHALL BE NECTED AND HARD WIRED a MANNER THAT THE ACTIVA ALARM WILL ACTIVATE A. c (BEDROOMS, AREAS AP a BEDROOMS, YAULTEI_ a WITH RISE OF ik S ON.&�CH FI_ � 1 EXHAUSTFANS 1.00 CFM kitchen 50' CFM bathrooms &:laundry ✓cLwzk:6 -r01 Eyl rdyk..w,/L WHEN INTERIOR ALTERA?M. Rte= OR AODITNM REQUIRING A PERMIT OCCUR. On WW OK OR MORE SLEEPING ROOMS ARE ADDED OR CIIIFM IN E)9ST= DWELLINGS. THE DWELLNO (MT smft 9E ptMVA@ WITH SMOKE ALARMS LOCATE AS REQUIRED FOR OW DWELLINGS. GYPSUM BOARD USED FOR INTERIOR BRACED WALL CONSTRUCTION SHALL BE FASTENEDNO FURTHER THAN r O.C. UPC 508.2 - Water heaters require anchoring or FACTORY -BUILT FIREPLACES: strapping at upper and lower one third points to prevent Combustion Air Required horizontal displacement during earthquakes. Strapping Hearth Clearances per Manufacturer's Instructions pp g shall be a minimum of 4 inches above controls. Tight Fitting Doors Required im 7.7= Heated Crawl Space Fif@ WRIT CONCRETE TO COMPLY TO IRC TABLE 404. 1.1 (1) FOUNDATION WALLS - 3000 # PSI SLABS, GARAGES, CARPORTS II" F�urid.'j,Vall & PORCHES - 3500 # PSI ALL FOOTINGS MUST BE CONTINUOUS, ii Radon Sy4t@m cc t%c Z:;o 4 C CA& --re VA) 64W LIVING AREA Is, 1310 Minimum depth for frost Protection in the City of Spokane Valley is 24 inches measured from the bottom Of the footing to finish grade. Grade slope away from building a minimum 6 inches in first 10 feet. PROVIDE SOLID BLOCKING UNDER ALL COLUMNS BEARING WALLS AND SHEAR WALLS. PROVIDE DOUBLE JOINTS (MIN) UNDER ALL WALLS PARALLEL TO SPAN U.N.O. PROVIDE DOUBLE STUDS (MIN) TO FOUNDATION UNDER ALL HIP AND GIRDER TRUSSES U.N.O. PROVIDE SHEAR CONNECTION FROM INTERIOR SHEAR WALLS TO TRUSSES OR JOISTS ABOVE. GARAGE Irk LIVING AREA Is, 1310 Minimum depth for frost Protection in the City of Spokane Valley is 24 inches measured from the bottom Of the footing to finish grade. Grade slope away from building a minimum 6 inches in first 10 feet. PROVIDE SOLID BLOCKING UNDER ALL COLUMNS BEARING WALLS AND SHEAR WALLS. PROVIDE DOUBLE JOINTS (MIN) UNDER ALL WALLS PARALLEL TO SPAN U.N.O. PROVIDE DOUBLE STUDS (MIN) TO FOUNDATION UNDER ALL HIP AND GIRDER TRUSSES U.N.O. PROVIDE SHEAR CONNECTION FROM INTERIOR SHEAR WALLS TO TRUSSES OR JOISTS ABOVE. FIRST b' MAX, , WATER R -ma WATER WATERUAIT]I HEATER I X L CEDAR RAILER WATER WATER 2 X 4 CEDAR TOP RAIL b' MNL 2 x 2 CEDAR rem. STEEL DALLISTER SPACED SO E TWAT A 4• S T¢pg C.R{ FLU 250" TAPE E1 :MICIL 6 TAPE NOT PA$6 GE IEEI PUMERS TAPE 0 EX' t "" WALL i X 3 CCNTOAIGil6 U• FLAT UA$14M GFD.AK -TCT I TSOTTCM RRf JOIST FLEXIBLE WATER CCML • x w G12AGe Peer. 4 X 4 CLEAR CEDAR DEIX JOIST spy RAIL SX CEDAR DECK@Y 4 X A CLEAR CEDAR POST! 1 PLEXIOLE GA! Coo • b' O.G TT44XI FK• pIAAS7r TO RIt JOtlt W W' AOD,2 FLOOR BOLTS 2 EACH POST — ATTACH WH, TO OASE SEE MIAM16 PLAN! FCR Rot JOIST S1:AG R FLOOJ016t o, 11CAT1? BOLT DECK LEDGER `.3 SCALE: IR'. P -EC' TO RM JOIST U, K't 1'tAPIY E DOLT . K' OC. 2x 3TJD WALL (21.SAb'1 X 4' LAG MOLTS MAT 3ILNiTUTIE �.' APA -RATED FOR EA MACHINE BOLT Sf EATWPr o� DOCK DUAILlf FIRST b' MAX, , WATER R -ma WATER WATERUAIT]I HEATER -E COW WATER WATER b' MNL •A' x W GLLAGE rem. STEEL j, FLU 250" TAPE E1 :MICIL 6 TAPE FTLCH BORT SIDES PUMERS TAPE 9.0 X 3• LAG ZCPM U• FLAT UA$14M FLEXIBLE WATER CCML • x w G12AGe Peer. al PLIFElER! TdPE . 6 Tax FiK11 150N 80tH 61DES 1 PLEXIOLE GA! Coo RAISE MLOT LICAiT W' AOD,2 FLOOR — ATTACH WH, TO OASE . BASS TO FLOOR COMM WATCP o, 11CAT1? DETAIL `.3 SCALE: IR'. P -EC' r N'UR GYPdfT BOARD o ALL BKTLUM9 TO CE SKTtLELI G>NbE TOVERED OR L4MUTED 0 A!V MZT CCNFCRT TO TWAFAGTURES RECQtBjJEp R �OWxG SFiGFiOATK1ti o a A 0 76 GA GAL. $M 0 PLA611kr. AP10Tt---1 0 ! f%. FOR PLAT Cd.AZ OR I6 OR PL CCW B4BBL.E 0 DOMCGTFKAALS7101 2b GA. GAL. SM 6TEn f140 3 ROCFM AT NOT 1E55 A TTLY1 A2 ROCP ATCH ---2 o, T PICAL AUL1111T DETAIL 2 40 SCALE ,q T i PICALJ T Ah lCTl F 2 7b GAGALV. 1' A/t!W >� LF DEC+�T ya•A c WATERTKALJOISTS v FMGRACE p, bCLTL1P.0 DCT _t,,l NO SCALE ©COMGHT 1946 -1 Uf-lTt_�L D�1"ic5('i - .........- IeF 7-45 S'!/ H7 LOCCCf'. 9 -ITE 10A 'UAM IXF_GON q17 '57JI 624 0555 iL," nS. GENE RAL NOTES I AI -L WOFaG IS TO CCPIPLY WITH T -HE LATE5T AOC -TED ERSION C,= THE ICTFDC CODE AND ANY APPLICABLE : I STATE- CCLNTY OR LOCAL REGULATIONS, 2. THE CGti. TO,R 15 R£5PCNSIBLE TO CHECK THE PLAN. AND 15 TO NOTIFY TE DE5IGNER OF ANY ERRO(b- OR CM15S4ON5 F'ROIR TO THE START CF CC45TRL'CTION 3. LLRIT TEN DIME N51ONS HAVE ;=RECcDENCE OVER SCALED DIITNSIGNS. �� 4. DESIGN LOADS: ROOFP3F (LIVE LOAD) FLOOR 40 PSF (LIVE LOAD. STAIRS 00 P5F GARAGE FLOOR 125 P_EF (2Z4D O• PT) DECKS 15 PSF _ (IF YO.R LOCAL AREA REQUIRES DIFFERENT DESIGN LOADS, CCN5ULT WITH A LOCAL STRUCTURAL ENGINEER TO DETERMINE THE APPROPRIATE FZEY15104SJ S. PROVIDE INSULATION BARES AT EAVE VENTS BEIU.EEN RAFrR5tA, 6, ALL SMOKE DETECTORS SHALL BE POWERED BY IIOV �.. CURfBIi, CCeNECI ED TO HOUSE ELECTRICAL SYSTEM- INTERCO CT WITH EACH ONE 50 THAT n IF ANY ONE TRIPS THEY WILL ALL SOUND.- THEY SHALL 1e, AJ -50 HAVE A BATTERY BACKUP AND BE LOCATED M EACH BEDROOM AND ON EACH FLOOR LEVEL ;'. 1- GUARDRAILS SHALL HAVE INTERMEDIATE RAILS SPACED SUCH THAT A SPHERE 4' M DIA, CANNOT PASS THFYUGH a. PF'o I GROUNDING ELECTRODE AT ELECTRICAL �s SERVICE CONSISTING CF A MINIMUM 20' LENGTH OF t"10 . . STEEL REIFFORCEMENT - FOOTINGS- ELECTRODE SHALL EXTEND 12' MIK A_ THE PLATE LME 9. THE MAXRMPM AMOUNT OF WATER USED BY NEW PLtt'BM FIXTURES; TOILETS 16 GALLONS/FLUSH SHOWER HEADS 25 GALLONSMMUTE 1fTEPoCR FAUCETS 25 GALLCNSMINITE 10- IN THE EVENT OF COt RLICT 15ETU.EEN PERTINENT CODES t . AND REGULATIONS AND REFERENCED STANDARDS OF �-- THESE SPECIFICATIONS ,k - THE MORE STRINGENT .. PRDVI8MON5 SHALL GOV,L' IL STRUCTURAL 5PECIFICATONS AND DRAWINGS FOR THIS i` WOR<HAVE BEEN PREPARED IN ACCORDANCE WITH GENERALLY ICE To MTI"JM REGUIREMENTS FT E LATEST EERING ION OF THEEi F IOTFDC F. TJ. SF'ECIFICATIONg AND DR AIUIW,,,5 INDICATE FINISHED t' 5TRICTUIZE- BUILDER S94ALL BE PONSIBLE FOR CONSTRUCTION METHODS, PROCEDUSRES. AID CONDITIONS (INCLUDING SAFTEY), EXCEPT AS SPECIFICALLY INDICATED OTHERWISE IN THE CONTRACT DOCUI-ENTS 13- CONSTIRUCTICN LOADS SHALL NOT OVERLOAD STYE NOR SHALL THEY BE IN EXCE65 OF DESIGN LOADINGS INDICATED ON DRAWINGS. H. BUILDER SHALL VERIFY ALL MATERIALS, DIMENSIONS, - AND CONDITIONS SHOWN ON STRUCTURAL DRAWINGg OR NOTED M STRUCTURAL 5PECIFICATICHS- ANY VARIANCES 'ATHIN STRUCTURAL DRAWINGS AND SPECFICATIO:NS, OR WTM CONDITICNS ENCOUNTERED AT JOB SITE, SHALL 3E P.POSU RTED TO OWNER IN WRITING BE SFE .A T OF ANY WORK EFFECTED BY CH ARIANCE- 15, BOLDER SHALL RIGIDLY ADHERE TO ALL LAWS. CODES, AND ORDWNJCES WHICH APPLY TO THIS WORK. FE SHALL NOTIFY AND ITECIEVE CLARIFICATION FROM CANNER IN WRITING OF ANY VARIATIONS BETWEEN CONTRACT DOQl'TEU4TS AND CGOVER4INGG REGULATIONS, I6- ALL MMUFAGTURED MATERIALS, COMPONETS, FASTENERS. ASSETIBLIES. ETC- SHALL BE HANDLED AVD INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS r. AND PROVISIONS OF APPLICABLE IC80 RESEARCH RECOMMT$ ARE CALLED FOR,ATIONS. WHERE SPECIFIC ENERIC EQUALS WICH U'NEET APPLICABLE STANDARDS AND 5PECIFICATCN5 i'MA7 BE USED: I'- NO VARIANCE BY A BUILDING OFFICIAL SHALL BE BINDING ON DESIGNERS. . . 18- BUILDER SHALL INVESTIGATE SITE DURING CLEARING AND EJIRTHI OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS CESS POOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH ITEMS ARE FOUND, OWNER SHALL BE NOTIFIED IMMEDIATELY. INSULATION -SPECIFICATIONS L ALL EXPOSED INSULATION 15 TO NAVE A FLAME 5PT"EAD RATING OF LE55 THAN 25 AND A SMC CE DENSITY RATING OF LE55 THAN 450. 2. PERIMETER CONC. WALLS TO BE PROTECTED W' RIGID FIBERBOARD. INSULATION FROM TOP Cf CCNC WALL TO NOT LESS THAN 24' BELOW GRADE. 3. SLAB EDGE INSULATION 15 TO BE R-15. 4. HEATING DUCTS TO BE INSULATED W/ R-8 3, WINDOWS SHALL MEET REE "IRED U VALUES FOR THE CCNTRACTORS CHOSEN PATH OF COMPLIANCE - 5_E TABLE CWOI.I(U. 6. ALL EXTERIOR DCCR> OTHER THAN MAIN ENTRY DQ7p. MUST BE INSULATED TO A U- VALUE CF 070. THE MAIN ENTRY DOOR U -VALUE MAY NOT EXCEED 05A. FOUNDATION NOTES` I I. POOT:NG5 ARE TO BEAR ON IN015TU,R5ED LEVEL SOIL DEVOID C AVT OF -aANIC MATERIAL AND S-PPED G$ F-OWREED TO MAINTAIN THE REQUIRED CEPTH BELOW THE FINAL GRADE. 2. SOIL BEARING FRE55URE AS`Jl`IED TO BE! �_ PST. 3. ANY FILL UNDER GRADE SUPPORTED SLA55 TO BE A MINIMUM OF: 4' GRANULAR MATERIAL CO, TPACTED TO 95%. 4. CONCRETE TO DEVEELOP A MIN, OF 3000 P51 AT 28 DAYS WITH A M:FL OF 6 SACKS OF CEMENT PER YARD AND A MAXIMUM SLUMP OF 4'. 5. CONCRETE SLABS TO HAVE CONTROL JOIN75 At 25' (MAXIMUM) INTERVALS EA. WAY. 6. CONCRETE SIDEWALKS TO HAVE 314' TOOLED JOINTS AT 5' O.C. (MINIMUM) 1. REINFORCING STEEL TO BE A-615 GRADE A0. WELDED WIFE MESH TO BE A-185. S. EXCAVATE THE SITE TO PROVIDE A MINIMUM OF 18' CLEARANCE UNDER ALL GIRDERS. 9- COVER ENTIRE CRAWLSPACE WITH 6 MIL BLACK 'VIS21JEEN' AND EXTEND UP FDTK WALLS TO P.T. MUD5ILL- 10. PROVIDE A MINIMUM OF I SQ FT OF VENTILATION AREA FOR EACH 199 SO FT OF CRAILLSPA.CE AREA VENTS ARE TO BE CLOSABLE WITH 1/4' OPENINGS IN CORROSIVE RESISTANT SCREEN. II_ ALL WOOD IN CONTACT WITH CONCRETE 70 BE PRESSURE TREATED OR PROTECTED WITH 30- ROLL ROOFING. 12. BENZ POCKETS IN CONCRETE TO HAVE 1/2' AIRSPACE AT SIDES AND ENDS WITH A MINIM?M BEARING OF 3. - 13- PROVIDE CRAULSPACE DRAM AS PER SEC 4051 OF IOTFDC. 14. THE GRADE AWAY FROM FND WALLS SHALL FALL 6' MIN. WIT IN FIRST 10'. 15. SLOPE FOR PERMANENT FILLS AND CUT SLOPES SHALL NOT EXCEED 2 WITS HORIL TO I UNIT VERT. 16. BACKFILL SHALL NOT BE PLACED UNTIL WALL HAS SUFFICIENT STRENGTH AND HAS BEEN ANCHORED TO FLOOR ABOVE ON WALLS WJ/ MORE THAN X WBALLANCED BACKFILL. 11. BUILDER SHALL BE RESPONSIBLE FOR SUPPORT OF ALL TEMPORARY TMBANKMENTS AND EXCAVATIONS. 18. FOOTINGS SHALL BE FOUNDED ON FIRM, UNDISTURBED. NATIVE, FREE DRAINING- SOILS. CONDITIONS FOUND TO BE OTHERWISE SHALL BE REPORTED TO OUNER 19. ALL GROUND OVER WHICH FOOTINGS AND SLA55-CN- GRADE ARE TO BE PLACED SHALL BE.FREE OF EXPANSIVE OR COMPRESSIBLE DEBRIS AND ORGANIC MATERIAL. 20. FOOTINGS AND SLA85-CN-GRADE CONCRETE SHALL NOT BE PLACED ON MUDDY OR FROZEN GROUND. SUB -GRADE FOR SLABS -CN -GRADE UIJER EE VAPOR BARRIER 15 NOT REQUIRED SHALL BE DAI-IP AT TIME OF CONCRETE PLACEMENT. FLOOR PLAN NOTES I. EACH BEDROOM TO HAVE A MINIMUM WINDOW OPENING OF 5.1 SO FT'LIT A MIN. WIDTH OF 20' AND A MIN. ..EIGHT OF 22' AND A SILL LESS THAN 44' CFF THE FLOOR 2. ALL WINDOWS WITHIN 18' OF THE FLOOR AND WITHIN 24. OF ANY DOOR ARE TO HAVE T7-IPERED GLAZING. SEE SECTION 308.4 IN IOTFDC FOR ADDITIONAL INFO. a. SKYLITES ARE TO BE GLAZED WITH TEhFEF=D GLASS ON OUTSIDE .AND LAMINATED GLASS ON INSIDE (UNLESS PLEXIGLA5). GLASS TO HAVE MAXIMUM CLEAR SPAN OF 25'. 5KYLITE FRAME 15 TO BE ATTACHED TO A 2 X CURB WITH MINIMUM OF 4' ABOVE ROOF PLANE, 4. ALL TUB OR SHOWER ENCLOSURES ARE TO BE GLAZED WITH SAFETY GLAZING. 5- ALL EXTERIOR WINDOWk3 ARE TO BE DOUBLE GLAZED ANC ALL EXTERIOR DOORS ARE TO SE 50LID CORE WITH tLEATHER5TRIPPING. PROVIDE 1/2' DEADMOLT LOCKS ON ALL EXTERIOR DOORS AND LOCKING DEVICES ON ALL DOORS OR WINDOW: WITHIN IO' (VERTICAL) OF GRADE. PROVIDE PEEP-14OLE • 54' - 66' ABOVE FLOCK ON EXTERIOR DOORS. 6. PROVIDE COMBUSTION AIR VENT5 (W/ SCREEN AND BA; J< DAMPER) FOR FIFzPLACE5. LURE) STOVES AND ANY APPLIANCES WITH AN OPEN FLAME. .. BATHROOMS AND UTILITY ROCM5 ARE TO BE VENTED TO THE OUTSIDE WITH A MINIMUM CF A 90 CFM FAN, RANGE HOODS ARE ALSO TO BE VENTED TO OUTSIDE. H'__ _A VIIING iNiO • ES ALL EXTERICR •HALL Of'ENIK]5 =J D :EARN WALL OPEN I`G9 70 HdvE 4 R 12 I-IEADE.R5 L,4LE53 :T-ILE59 OTt-h_.Z:3E IND:CAi'cD _. JOISi3 THAT : ARE AT i0 FLUSH BEAMS A.,-- TO BE O'* WITH '91Mp3CN• L'J _YF`_ OR EQUIV. 3. PR -VIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS OVER. 4. PROVIDE FIREBLCCKT,IG. DRAFTSTOPS R d FIRESTCPS AS PeTHE CABO SEC. 602,1. 5. LUMBER SPECIES: A POSTS, BEAMS, HEA}ERS NO] DOUG FIR JOISTS AND RAFrC-.R`-G 8. SILLS, PLATES, BLOCKING NO3 DOUG FIR BRIDGING, ETC. C. STUDS D. POST AND BEAM DECKING STUD DE DF. UTILITY GARADE DF. E. PLYWOOD 514-_,ATHIRi I/2' CDX PLY. 32/16 F. GLU-LAM BEAMS 1-10-2400, DRY ADH. o. NAII ING SI -H -ow c JOIST TO SILL OR GIRDER 3.8d TOE NAIL BRIDGING -a TO J015T 2-6d TOE NAIL 2' SUBFLOOR TO GIRDER 2-I6d BLIND t FACE SOLE PLATE TO JOIST I6d r N6' FACE NAIL TOP PL. TO STUDS 2-16d END NAIL STUD TO SOLE PLATE 4-Bd TO NAIL OR DOUBLE STUDS I6d . 16' END NAIL DOUBLE 70P PL. FACE NAIL I6d : i6' FACE NAIL CONTINUOUS HEADER (2PC) I6d I6' EDGE NAIL CLG. JST TO PLATE 3-dd TOE NAIL CLG. JST LAP OVER PLATE 3.I6d FACE NAIL K. CLJST TO RAFTER 3.16.1 FA CDE NAIL RAFTER TO TOP PLATE CE E NAIL BUILT-UP CORNER SVCS I6d . 24' FACE NAIL PLYUA?OD SUBFL,OOR 9d . 6' EDGE NAIL 8d . 10' INTERIOR PLYWALL/ROLOF SWEATING 8d . 6' EDGE NAIL TOP PL AT INTERSECTIONS Bd 12• INTERIOR 2-I6d MULTIPLE JOISTS (UP TO 3) 16d • 15' FACE NAIL STAGER NAIL MULTIPLE JOISTS (OVER 3 V2' F BOLTS W) WASHERS EA I X 6 SPACED SHEATHI.4G 2-BDdE 24' G/G PAGE NAIL NOTCHES IN SOLID LuNBER JOISTS. RAFTERS, AND BEAMS SHALL NOT EXCEED CNE -SIXTH OF THE DEPTH OF THE MEMBER SHALL NOT 8:= LONGER THAN ONE-THIRD OF THE DEPT OF THE MEMBEF'AND SHALL NOT BE LOCATED iN T: -4E MIDDLE ONE-T;RD N- CF THE SPANOTCHES AT THE END5 OF THE MEMBER SHALL NOT EXCEED CNE-FCURTH THE DEPTH OF THE MEMBER THE TENSION SIDE OF MEMBERS 4- (:02-) OR GREATER IN NOMINAL TICKNE55 614ALL NOT BE NOTCHED EXCEPT AT ENDS OF THE MEMBERS. THE DIAMETER Cf HOLES BORED OR CUT INTO 1'T -EMBERS SHALL NOT EXCEED ONE-THIRD THE DEPTH OF THE MEMBER. HOLES SHALL NOT BE CLOSER THAN 2- (51 ER. OR TO ANY OTHER HOLE LOC.�D ITHE TOP N THE MEMBTHE ER RWHER_E THE MEMBER 15 ALSO NOTG:ED, THE HOLE SHALL NOT BE CLOSER THAN 2' (5h-) TO THE NOTCH. 8- STUDS IN AN EXTERIOR WALL OR LOAD-BEARING PARTITIONS SHALL BE PERMITTED TO BE CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 25% OF ITS WIOTH. STUDS IN NON-LOAD.BEARIN^.T PARTITIONS SHALL BE PERMITTED TO BE NOTCHED TO A DEPTH NOT TO EXCEED 401 OF A SINGLE SNC' WIDTH. STUDIES SHALL BE oERMITTED TO BE BORED OR DRILLED, PROVIDED THAT THE DIAMETER OF THE RE5ULTIG ";OLE 15 NO GREATER THAN 402: OF THE STUD WIDTH THE EDGE OF THE HOLE IS NO CLOSER THAN 5/8' (15.9mm) TO THE EDGE OF THE STUD, AND THE HOLE 15NOT LOCATED IN THE SAME SECTION AS A CUT OR I:OTCH- 9. :!STALL ALL HORIZONTAL MEMBERS WITH CROWN UP. 10. ALL MEMBERS IN BEA;!W, SHALL BE ACCJRATELY CUT AND ALIGNED SO :"HAT FULL BEARING, I5 PROVIDED WITHOUT USE OF SHIMS. BEARING POSTS SHALL HAVE FULL BLOCKING OR SU.'PORr UNDER It. ALL JOISTS SHALL HAVE A MINIMIf•1 OF 2' BEARING AT SUPPORTS- LAPPING J0I575514ALL HAVE 6' LAPS CENTER7 OVER INTERIOR SUPPORTS. 12. LEDGERS AND STUD U'dLL FOUNDATION SILL PLATES SHALL BE BOLTED TO CONCRETE W/ ANCHOR BOLTS OF SIZE AND MINIMUM _'PAGING AS SHOLN 04 DRAWINGS. AT LEAST TWO BOLTS SHALL BE PROVIDED FOR EACH PIECE W/ ONE BOLT WITHIN 12. OF EACH END. 13. ALL PLYWOOD WALL SHEATHING SHALL BE APPLIED AS FOLLOWS: CENTER VERTICAL JOINTS OVER STUDS AND CENTER HORIZONAL JOINT OVER 2- BLOCKING OR PLATE NAIL TOP PANELS TO DOUBLE TOP PLATE, AND NAIL ILL APPLY GYPSUM BOARD 50 THAT TTOM OF -ANEL5 O D JOOINANG INTTS OF PLATE. ADJACENT COURSE DO NOT OCCUR AT THE SAI -TE STUD. TRUSS NOTE SUC.MIT TRU55 CE516N FOR E IGPIEERIG PRIOR TO FABRICATION A VERIFY- LOCATION OF GIRDER TRUSSES W/ TRU55 C�?-fpANY PRIOR TO FOR211N:; FOLNJD TION WALLS L-!, T7 PROVIDE FOR ADDITIONAL LOADING FROM VAIZYING Trd155 DESIGN. "ERIFY" ALL 7.�L 5 5P 1.15 1 CONFIGURATIONS (}J -;OB SITE PRIOR TO I:'IeRICATICN 11. EIEC T RIC.a.L RE��UIREMEN T S' ' Ir HTIN' REO IRE"EYT" AT LEAST PC u ALL yuTG+LGIIi£CLLED L•GHTTG CUTLET SHALL Ef M•3TALLED N EVERY : AaTABLE . OCH IIID N 9ar,JL� l MALL WAYS, Sr11p_uY3. "TAI= G 146ES, DETATCHED GA.RAC E3 P.- DE'D W nl ELECTRC •, TOMER AWD AT E _ !CR SIDE CP 261CS3 DOCR5. 3TAIqi_f; y __as_ _ ALL 11TER4-R AND E% =SLACK STAIRWA7`6 554ALL Be PR- 401!0 W TH A FE413 CF ILL6'1MATE t0 T+ STAIR UTCLU .b TIE LAIJDTG8 AtJ TPEdOS-TO BE G'TOTR.CI_LED BY A "WALL 5 rct AT EACH FLOOR LEVEL NTEFUCR STAIRS 54ALL BE PROVIDED WM AV ARTNQAL LICJITSOfCE LOCATED N Tit rMOIATE NCNJTY Or EACH LA`OO A7 THE TCP AN DOTTCM C" TUE SrAIK EXTE;FIDR 6rAlft GULL 5Z PR ADED WTH AN a FIOAL L$6v9 SOURCE LCCAT^•_•l N THE PYEDIATE NCNITY O n"E TCP LA`OUJ3 CP Trf SMR 2XO'cPTIGNA uF TIE DIFFETE ce aeTy FLOOR LEt-£LS RECU ES LE56 THAN b STAIR M6ERS, Iw M C Cif+• r rx�; 5lJddCE MQPITEp R•.IOR.,x@Tr FIXR:RT S SHALL I! NStAL LM CN TI-! WALL AGOVE LE pCW_-OR R! nt CEILTG, f°ROCIDED ANDT IS a MM5T 1 ' • OF b INCFES �ETLLE*,N TWE FIXTURE AND THE HEARESi PDM CP A 6TORAO,E SPACE, R CR DA`Y n FU(ILit-b INSTALLED N 4ET OR DAf1P LOCArICM SHALL BE wTALLED SO MAT WATER GIHOT ENTER OR ACCUIXATE N WRING COM ARR"3RS. LAtIVOLDERS OR aT ER EL.E=R1C-lL PARTS. ALL FIMI,YE6 "TALLIED IN WET LOCATICW SHALL DE MAaFCR Irr •® &OAMX ALL FDMMS WTALLED N DAMP LxATlpl6 SHALL pE Mdq�p SUITa91 F FCR IIsT ICCArCNS Ole s�r`Yerca Da'4 Lcr•ncT:s •HT SWITCH AG ALL SWTCAES SHALL M LOCATED TO ALLOW OPERATION FR- l A READILY ACCES615LE LCCAr{Ctt REC•FPTACJ A IT T RFl1IISOI TS N EVEICY KnCPEK FAMILY ROOM, DNNG RH, LO AXK DEN, 5 DMG� OR SPtLAC ROOM OR ARIA Q-1IM DUML,, W RS, IC{ETTAACI Z- OUTLETS SMALL OE WTALLED SO THAT NO PONT 4Ot THE FLOOR LTE N ANT WALL SPACE IS ML:E Ti2.W b F=R, 1'E.WrED HOR2TANTALL-n PATI M 01TLEr N THAT $PAA: _ eYAIDSY. ANY W4 L 6PAC�- T"T IS 2 FEET OR MORE N WOM REEaO1t OIRL£rS- WIN ( PROTECTION SHALL BE N5TALLED EVERY 24' CH ALL C %IMcR SPACES TWAT W' OR 4+OEQ A WALL RECETrACLE OUTLET. W M rA Ptd MCT,CN, Sk LL CUT X WrALLED N OA_' pq-16 ADJAC047 TO EACH 6A6N LOCAnO A CMZ RECEPTACLE OUTLET. W TH CJ', WROTE!=,CR WALL BE 44TALLM OUTDOORS AT THE FRONT MO BAC: OF EACH DLLEILNG WT H4VP4 DIRECT ACCES6 TO GRADE 'LY} y HALLWATS O W FELT OR MOTE N LF TH SMALJ_ HAVE AT LEAST ONE RSCT CLE OUTL=T- t d OCM'FNIBCE FECEPTACI.E CUTLET SHAM BE METALLED FOR THE 6ETMCNG OF PATNO, uR-COiDIrIQJING AND RtT1aDGERAnCH ECUITTiBtr LCiATED N ATTICS ATO CRACL SPACES. LET L OCAnCn - A RICEPTACLE INSTALLED N A MET LCCATICN SHALL BE N A LLEATHER PRCCF EN=LOSLRE. THE NTEGRITT CF tNICH 15 NL7r AFFECTED WEN TYE A. ATCM,-QNr Ft_UG CAP 13 INSERTED- -ADDITIONAL PFCRCtdTIR1 CAW BE FOUND N UHT: PIIEt3LtnOYA1, ONE MID TWO FY 4y Dt LRYG CODE VOGK N SECTION} 4401 F A502 RECEPTACLE INLETS WS -603 LICiTTTG CUTLETS ABRIDGEDPRESrN-G COMFt_U E PATHSL R RES40� 10 CRI`jOILDINGS BFIILDII4G 1 PATH I PATH C MPOTENTS I- 1 , I a RECOMrIET✓DETO PA?<j_ I IXti 6O, FT FU5Z MdX dLLOAIABLE UIPC'4_ll A i NIO L6't1T // 1 --7 WMDCUI C1A55 U . 0/O _.20_CSS Ol cR THAN MAIN ENTRY U �=4570 _U �_ U ! 0.4y AE11TRl• DpOR Y+_ .I _.,. = �20 MIN WALL NSULdTICN _wD n 1 ELsLG9R. P!-�uLE. _ _R�I _ FLAT =1LIYS _._U •:Iii_ Fi.PO(Z EDGE SVSULdTI(T1 I R . - dl �Ly,`T ATION . 8 . 8 N ADDITIONAL NOTES H15 TABLE 15 PRCVIDED FOR 1417 -TEOt)4ER5 t CONTRACTORS )RENDING O BUILD WITHIN THE STATE OF OREGON AND THUS NEEDING TO M -=--r THE ENERGY CODE, A5 5UNTEL'S PLANS ARE DESIGNED TO MEET IOTFDC CODES. THIS TABLE WILL ASSIST THE HOMEOINER/ CONTRACTOR IN C.'"1PL71NG WITH THE STATE CODE. 2. SUNTEL HOME DESIGN RECOT-IMENDS THE USE OF PAT I IN THE ABOVE TABLE AS IT 15 INT_NDED TO BE THE MOST COST EFFECTIVE PAT 8 REQUIRES CALCULATIONS TO VERIFY CCHPLIl-NCE IF YOU WISH TO HAVE 5UNTEL HOME DESIGN PERFORM THESE CALCULATIONS. TWEET CAN BE DCNE AT THE STANDARD HOURLY BILLIWS RATE. 3.1T IS THE SOLE OBLIGATION OF THE HCf 1EOUIER/CONTRACTOR TO .SUBMIT ANY SPECIFICATIONS OR OR PRODUCT CUTS RECUESTE"D 3Y THE BUILDING OFFICIAL FOR ANY CCMPCNENT PARTS WIT WHICH THEY INTEND TO =TIPLY WITH THE CODE (WINDOIZ, DOORS, ETC.) _N Rol �o o Z 11> M c_ W C VJ cp) q 111 N CIE Y� �t 000PYW,FIT 1946 runTeL D�11�5f-1 Tyr ter-' s r&5 SW M LOCM. STATE 10A T1,ARD. CGEGCN 9122-7 (5(]71 621 OSM P,AN to DE T A 1 L 5 c'y71r. Il] PROVIDE DIAGRAMS AND ENGiNEEP!NG LAYOUTS FOR Ft:":!CJF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO ' RArllN IN`',PEC, T1U`JS CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS v Why Y . CompUMCE R LSlON