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2006, 09-28 Permit App: 06003672 DuplexProject Number: 06003672 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: OWNER Address: 4004 S WOODRUFF RD C - S - Z: SPOKANE VALLEY, WA 99206 Setbacks: Front Left: Right: Rear: Phone: (509) 922-3478 Group Name: Site Information: Project Name: Plat Key: Name: Range District: Nort Parcel Number: 45181.2203 Block: Lot: SiteAddress: 905 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: 12,918 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: Originally Released: 9/27/2006 By: TMELBOU Driveway/Approach Released By: Originally Released: Landuse/Zoning/HE Conditions Originally Released: 9/28/2006 By: amblake Released By: 9/25/2006 By: CJJANSSE Operator: AMB Printed By: AMB Print Date: 9/28/2006 Permits: Approach Contractor: OWNER Firm: OWNER Phone: (000)000-0000 Item Description Units Unit Desc Fee Amount APPROACH -CONST IN ROW 1 NUMBER OF $50.00 Contractor: OWNER Permit Total Fees: $50.00 Building Permit Firm: OWNER Phone: (000)000-0000 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 Totals: 3,547 $246,932.79 Units This Application: Total Project: Description Grp Tvpe Notes So Ft Valuation Sp Ft Valuation 1&2 FAMILY R-3 VB 2,667 $230,348.79 2,667 $230,348.79 DECK OPEN R-3 VB 34 $510.00 34 $510.00 GAR WOOD U-1 VB 846 $16,074.00 846 $16,074.00 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 Totals: 3,547 $246,932.79 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT 3,547 $246,932.79 Fee Amount $1,816.95 $4.50 $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: 06003672 Inv: 1 Application Date: 9/28/2006 Page 3 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Contractor: OWNER Item Description TOILETS/BIDETS SINKS TUBS DISH WASHERS CLOTHES WASHER Plumbing Permit Firm: OWNER Phone: (000)000-0000 Units Unit Desc Fee Amount 4 NUMBER OF $24.00 6 NUMBER OF $36.00 4 NUMBER OF $24.00 2 NUMBER OF $12.00 2 NUMBER OF $12.00 $0.00 Permit Total Fees: $108.00 Notes: (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. 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. 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: 06003672 Inv: I Application Date: 9/14/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Protect Information: Permit Use: DUPLEX, GAS HEAT, ON SEWER Contact: OWNER Address: 4004 S WOODRUFF RD C - S - Z: SPOKANE VALLEY, WA 99206 Setbacks: Front Left: Right: Rear: Phone: (509) 922-3478 Group Name: Site Information: Project Name: Plat Key: Name: Range District: Nort Parcel Number: 45181.2203 Block: SiteAddress: 905 N MARGUERITE RD Location:: CSV Zoning: UR -3.5 Urban Residential 3.5 Water District: Area: 12,918 Sq Ft Width: 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Lot: Owner: Name: KANISCHEV, V & L/ LITOSHIK, Y Address: 20016 N HAZARD RD SPOKANE, WA 99208 Hold: ❑ Depth: 0 Right Of Way (ft): 0 Review Information: Review Flood Plain Released By: Originally Released: 9/14/2006 By: amblake Building Plan Review Released By: ,6 Driveway/Approach Released By: Landuse/Zoning/HE ConditionsR sed By:` ----- Sewer Review Released By: J Operator: AMB Printed By: AMB Print Date: 9/14/2006 Site Information Project Information Site Address: 905 N MARGUERITE RD Project Number: 06006980 Inv: I Issue Date: 9/29/2006 Permit Use: SEWER CONNECTION - HARRINGTON Parcel Number: 45181.2203 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 Total Permit Fee: $15.00 $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 AmountOwing $100.00 $100.00 $0.00 Payment Summary Tran Date Receiut # Payment Amt 9/29/2006 5525 $100.00 Processed By: DOMPIER, DAWN PERMIT Printed By: Phillips, Linda Page 1 of 1 Permit Center SC -10 W 11707 E Sprague Ave, Suite 106 :y PERMIT NUMBER: �42'7 �SValle Spokane Valley, WA 99206 PERMIT FEE: Y (509)688-0036 FAX: (509)688-0037 Community Development SEP Residential Construction New Con4uction ❑ Accessory Bldg Permit Application ❑ Addition/Remodel ❑ Deck ,d ❑ Other: SITE ADDRESS 90-15' ASSESSORS PARCEL NO: 7��• �O� LEGAL DESCRIPTION: Building owner - L Name: V � A 44.1 •A /q/✓/.T .✓I W Address: l /f/ ,QQ� City: Q /Ve W Zip: ?-0,? Phone: 9 Fax: . OT„9 7, J p__ Contact Person' - Name: Phone: Describe the scop�nf vT ��rk in detail: Contractor Name:'0 k Address: City: Zip: Phone: Fax: Lie No: Exp. Date: City Business Lic No: Cost of Project: $ /3J' J ******** ****The mg MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSIONS: # OF STORIES: TOTAL HABITABLE SPACE: MAIN FLOOR TO SQ/. �j FTG: � 2 FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE AREA: �� /:� FINISHED BASE GARAGE SQ. FTG- �%/ DECK/COV. ATIO FT 30% SLOPES ON SQ. FTG:W -`7"fO D PROPERTY: /Vo /r # OF BEDROOMS:X6— CONSTRUCTION TYPE: HEA SOURCE: SEWER OR SEPTIC? A N4Ie,Q Iew DISCLAIMER The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a dwelling, the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or local laws, codes or ordinances. 6) Plans or additional information may be required to be submitted, and subsequently approved before this application can be processed. Signature ! /'000l/ 160�z?IeAool` Date Method of Payment: (Faxed permit applications will only be accepted with major bankcard) ❑ Cash ❑ Check ❑ Mastercard ❑ VISA ❑ Other Bankcard #: Expires: VIN#: Authorized Signature: REVISED 8252005 CITY ��rie Val -le -V 4;000 11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206 509.921.1000 ♦ Fax: 509.921.1008 ♦ cityhaL[@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 11 Insulation information Permit Center SMQ a-00611� 11707 E Sprague Ave, Suite 106 V1jey Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 Community Development www.spokanevalle�-.org Plumbing Permit Application /�/� p❑✓[ / Commercial SITE ADDRESS: J©J / '/AK��G' /TIT PERMIT NUMBER: PERMIT FEE: Residential Air �!'/�I.22t9e-) Building Owner i U00 SHOWERS PER TRAP Name:��'Mfj hone: —'�7' Fax: 274r— Address: 20�� N?� 0/ Q/ City:apo�� State: �� ' Zip: �! Contractor Name: 0 wNeW_ I' Phone: Fax: Address: City: State: Zip: License No: City Business Lic: Contact Name: Phone: �- DESCRIPTION OF WORK I # OF UNITS X COST - TOTAL AMOUNT 1 TOILETS WATER CLOSET, BIDETS X $6.00 = 2 URINALS x U nn = o 4 i U00 SHOWERS PER TRAP BATH, STALL, ON-SITE BUILT X X I $6.017 $6.00 = - 5 SINKS LAVS/BASINS, BAR, FLOOR, KITCHEN, LAUNDRY, UTILITY, JANITOR, PHOTO, X-RAY, FOOD, PREP/CULINARY MEAT 116 X $6.00 = 6 DISHWASHER AREA, CASE, COIL, TRENCH, C49 X $6.00 = 7 CLOTHES WASHER CONDENSATE X $6.00 = 8 GARBAGE DISPOSAL X $6.00 = 9 WATER SOFTENER X 1 $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 DISPOSAL/SYS X $20.00 = 22 INDUSTRIAL WASTE INTERCEPTOR X $15.00 = SUBTOTAL METHOD OF PAYMENT: PROCESSING FEE ❑CASH ❑ CHECK ❑ VISA XMC EXPIRES: $35.00 Card# VIN: TOTAL PERMIT FEE DUE: AUTHORIZED SIGNATURE: REVISED 8/26/05 Permit Center SpbKkane 11707 E Sprague Ave, Suite 106 ,,,,.•'valley Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 Community Development www.snokanevallev.org Mechanical Permit Application ❑ Commercial SITE ADDRESS: N PERMIT NUMBER: PERMIT FEE: Residential 2z0,::2 Building Owner DESCRfPTION OF WORK Name: Phone: . ,("Q Fax: �'-- ✓✓✓✓ Address: zVR City: State: �� Zip: Contractor Equal to or less than 100,000 Name: � 1 JW Phone: Fax: Address: City: State: Zip: License No: City Business Lic: Contact 3 Name: Phone: ..7-7 AUTHORIZED SIGNATURE: REVISED 8/26/05 DESCRfPTION 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/REFRIGERATION More than 1,750M BTU X $60.00 = 12 GAS LOG, GAS INSERT, GAS FIREPLACE X $10.00 - 13 RANGE X $10.00 - 14 DRYER X $10.00 = 15 FUEL BURNING WATER HEATER X $10.00 = 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 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: []CASH❑CHECK ❑ VISA MC CARD #: EXPIRES: VIN: SUBTOTAL PROCESSING FEE $35.00 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 , f 20'' L ----- f--------------- _______-____ x0' SET PK NAIL; N. CA. ------' N 66'56'41- E - WASNFTI. 0.71• E SET PK NAA: F0. CO. _ _� _ _� _ �- _ WASH", O.SW W. - _ �----_---_-- —._— ______ CATALDO esaa: AVENUE -----------------� ------------- ; _ �. _ �_ - --------T--_- 11x.65• -_----------�-_-_----_-- , 124.65' i 1 } 1 r_____--114.66' , I } i T ' ) i } t , ill si i 1 i , , � ,�1 :43 e� F!1 � i3 SO. FT. µ�� lv 25 •L2a5.20•E.66' P129FT.?i sE 1 Ip i ;4 4 = 3 0 I—Sw SO. FT. aNEFT 1 d t ..QI Na. OS- rr55•:P P! i - :o 0-tv g A 1 1 � 4G I i � 20• i 1 1 2W � i ; 9 10 i 1 QI I zi t------------- 121.70 4 -------- ----__}_____________7 1,iI sI i I di 1 1 1 , , _________ t---- i i i 1 , 1 -__-- To. CO. WASHER. 0.10' i N.: 010 NOT RESET. i_ i 1 ' 7, � 1 , ; ; i 1 12t.75' 1 , ---- r_____ - Ix4.73__ _____ - ---- To. CO. WASHER. _ -� - � - -- s es•5x'n' W _ --ADWW ------ 66].76' 0.40- Q� _ _�. W: Ow NOT RESET. BROADWAY -. ____________ -------------------- T ' ) i } t ' i ' l � (309) 53I-11Jo 'OI'E � ,�1 7' e� F!1 � SO. FT. µ�� lv 25 •L2a5.20•E.66' P129FT.?i sE CIKNC, MICHAEL LEE DRANOW AAO: Os-It6 _ MANN Or AW OrEI]rE0 Br 951 I—Sw SO. FT. aNEFT 1 d t ..QI Na. OS- rr55•:P P! FINAL SNORT PEA T -� pi �� ENENi 1x4.)0' 1 1 � I i � 20• i 1 1 2W � i ; 9 10 i 1 QI I zi 4� of 1 sI i I di 1 1 1 , , _________ t---- i i i 1 , 1 -__-- To. CO. WASHER. 0.10' AVENUE N.: 010 NOT RESET. 0• 60' 120' 180' SCALE 1"=80' LEGEND: • SET /1 RMAR W/1TC MARKED 'ADAMS u7317. NAESS 07MOVASE NOTED. O MONUMENT FOUND AS NOTED. ( ) Da"N9oN PER IIOTCHMSON'S ADO.. BK. '0'. Po. 1. E EOUIPUENT AND PROCEDURES This survey was P*dZ;W d ,In,—. S.W. S.1 500 Toh>I Station using 011 -id tro rse Procedure ..having miNmum Nosing standard per WAC JJ2-1J0-090. BASIS OF BEARING The basis of baring 1 grid from Spokane County Cis S. ROBERT S. ADAMS. PLS /7317 ROBERTS. ADAMS, P.L.S. #7317 ~ F. J914 C.aaGRFSS SPOTAN& WA, (309) 53I-11Jo SECTION: TOWNSHIP: RANGE: 25 44 ES sE CIKNC, MICHAEL LEE DRANOW AAO: Os-It6 _ MANN Or AW OrEI]rE0 Br 951 OA M.1 00/01/03 -- BOOT Tt I aNEFT 1 d t ..QI Na. OS- rr55•:P P! FINAL SNORT PEA T -� MICHAEL LEE jtilP oy c I I t 1 20. I ---------------- 20 - - ---- ------------------ ------.-------J vUE _ - 124.65 -7-1 -- �---------124.65' - ---- _ I I I 10' UTILITY EASEMENT 0 12' BORDER EASEMENT A I 12,9l -A SQ. FT. (� I -- II N86'5601 "E N 124.67' IZ N I IN J I IN `� B IJ N IN 12, 916 SQ. FT. IG !� w Iv I I 2 1; CA to 0 ato I I I I 1 I I I I I 1 q�¢ 124.68' C qo w 12,91 SQ. FT C" N 10' UTILITY EASEMENT 12' BORDER EASEMENT S86'54'39"W 124.70' N N co m CA 0 1 I I I 1 I SET PK NAIL; FD. CO. WASHER, 0.31' E. I In Irn t I I I I I I I I I I I I I I I I I I I I I 20' I 120' r - I I t I I I I 1 I. I I I I I 1 I I I I Interstate Professional Plaza 15321 E. Mission Ave Veradale, WA 99037 September 5, 2006 DIAhMNDROCK CONCRUCA""31110un (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(r- A00-r-� a.e s4e�c P(e-,5,e- h Crs /,7 T2'30dd zzse SLE FAX COVER SHEET 6e : t i L6&c bU 11 l nate: To: Company Name l N QjVis/D't% Fax Number: '^© From: v 0 9 Company Address: Fax Number:��---��^3 Phone Number: S Cell Number: Comments: -= / %i'1fi2a Number of Pages Including this page__ ,_ Vitaliy Kanishchev Ilia—mZiila Kanishch ------------ Date Date l ass 9Lz ean�� wd T T: T T LOOZ-80- inr ?0'30dd L2SS SLE (9ZZS ON P1/XL] LOBO NO LO/ST/90 68e- oo 7 60:TT Leel 60 lnf FAx JP Lamborn Co. 3603 r--a*t Wn9372 AVON1 11 rrvrnO. (350) 650-Z12' (551)) 6504112 plwn.: Fax Phann: Company ettj Attn:: Fax f G o v6m-_ ....1.n• I n'0_t C• C t 2112.-098-899+ C1,17 CO 0090011 d r-YIOaa WdP 1 3u 10-8 L-N(lr k:Jan 1 Wd t t: t t L90Z-80-1f11 2a'dSdd L2S8 9L� (9ZZ9 Ok Yd/XLl LC:60 NOX L0/9T/80 BJP jjIne 18, 2007 RN Attn. inspectorifor Eugene at L & Y T -biting. Subject: Air Duct Length Dear Sir, a,kponse to your in9Iry a na to Iicnits on tiie length of Q,ncibla Zn r fbliowin 1 TP La,mborri insula f Dprcot do not haduct9 are ve a 1 ngth resitictioa , d and labeled as Air' Standard of Safety. Ai enclosod in q rectc"919 (I"9,1). OT:TT LO©2 60 7nr r duct9 I O(Tcr the iets under the UL -181 r Duct Labels are are limited to a Frnducts Listed as Air Connecters under Clio [I�181 Standard no Sinal atud products, maximum lengtiI of 14 , Air Connectaars arcforthe most p Air Connector UL labels are enclosed in a circle and include the tngth roatriet>tan (]Fig. 2). I have also included t1je UL guide, information cheats on Air C if you have any more questions please feel $tee to contact me, on,� jgl,�ex -* is a useful source of information. Sincerely, 7Todd Duncan TPL Engineering 3663 E. Wawona • Fresno, CA 93725 Tel. (559) 650-2120 • Fax (659) 860-2112 Plants jr Callt rale, Coltorrad o& Tennessee www.1P actors and Air Dude. - I'V;Ublte 0o kao�wv� a r-woaa wv7i�a� to-q,-Nnr cca a, HanA-i Wd ZT : T T LOOZ-ao-1nr t70'900d LESS 922 [9ZZ9 0,� YU/Xll Lf :60 SON LOIST/AO FLAN CO. TYPE: Mh IP UpTED 1(337-D � L � DUCT D CLASS 1 ` ti I Issue NO, F-566,577 a0ae F M ' CITYTl VE PRF-3SURE (14-2g')d l A a isTIVE PhEHEURC (4-1�")DIA 1/2" (12-26")SIA Za ppER INSTAI.1-A710 -- , .• -ter QCT I ON 9HE6 FOp PA Avec CALSOTIfM My u►wI(nwnlTtf'<� f T It LA",LTtrNJI M+0 DI�l0T M0l1b ;Nt?L ATlf` N . ADO Ix AT INrT 1 fSD ri WALL T1O� 5 ON n'T INrtAOT U1ATIcM oNL Lour- to HILL g pzWU 1 REME�l18 OF UK %TANDARt7 a-1 FLAME BPREAt , Rb OR LUIS 6MQ!(C CEVLrLDPED a0 OR LE85 Da 013 3e --- ..., --........ � l r+N,..2168'D TYPE: 1�1N tWAaATK AIR C 'CIYDR { I • � L Vebalh' aoo�t�1 4" WC I LIS -i ED �' F -698,t578 P0ov+ Finaaurs N��prauun+ (I-1(5")DIA t„ WC CONNECTOP (ri-fr)n1A f/r" Wo For In+taAokw In {Wall $a iNITALLATION INMTRW '0" pop nat ovar t4 ft. ,�o(NT TNIATMOWT 0LA�4 I JP LAMBORN CO. DO a ' 20fJ360 I NbogAV1 d r-Mbi ViV91 80 10-8 t-N11r cca q, z t QnA-i wJ ZT : T T Loot-8o-1nr s2 ' d0dd z2s8 SLE (sue ON Yti/XJ,1 Lc:eo NOW L0/91/00 - 'ALNR.Guidelnfo - Air Connectors � v�Llst,�pS UL Online Certifications DIrActo A'CNR.Gulean fo Air Connectors cv [Air Ducts and AIr Connectors) Alr Co inectors AGene nl InfAtlIlPt o IA Ir.Duess_and-AIYSt2 GONSRAL NFPA qOA, "Standard This category covers he Install tion lenatl nfor err ced as lass 0 or one ctor* Class 1 In be Incaccordance with the the in °Motion In Air•ulremant of Ducts an Alf �nnsctori llatIomaximum length f 14 ft. for the Inetallatlon of Air Conditioning and Ventilating Systeme," havin0 e AC�IITIONAL INFORMATION For ndditlonel Information, wee Heating, Cooling, ventilating And Cooking Equipment (p,PHC) RIQUtREMHNTS The basic standard wood to Investipete products In this cetepory Is pjeie1l "factory -Made Al Ducts and AIr Connectors," ADJUNCT SERVCCES Underwriters Laboratories Inc. (UL) provides a service for the Classification of alr connecto that not only meat the appropriate requirements of UL but also have been Investigated for thermal resistance In accordance wl. AIr Diffusion Council (ADC) Flexible Duct Performance and installation Standards (1991)• bL: L L LUCC Ola nu Page 1 of 2 UL MARK ervice• The Listing Mark for t•hrwe products I crudes the UL symbol (as Illustrated In The Listing Mark or Underwriters Laboratories rnc. on tht product le the only method provld d by UL to Identify products manufactured under Its Lirect and Follow -UD 5 the Introduction of this Directory) together with the word 'LISTED," end the product Home " ir Connector for Installation In Lengths No: Over 14 Ft, Class *0or1 Combination Cistron/ClaeaKlcation Mark — A Listing Mark combined with a Clacelflcetlol• Mark Is provided on products that have additionally bean Standard, 1991) fThthermal e combined resistance Listing/Classificationaccordance Mark consists of the Lietir g Mark eFlexible lernents detailed above nd the Installation 5tanderd� (190 ) roitowing marking: ALSO CLA1t,IFLUD IN ACCORDANCC wrTM ADC PLLXJVLC DUCT PeRrORMANC AND INsrI•At.1-►TION STA� ARDS (INSTALL 901) wet UsrN, num C-510(1991) THIGKNcou ON PLAT INSULATION ONLY R-+ + Includes the thermal resistance value eppllcable to the product )4211lizraigi on 1003.00.12 QmAs.t+417Ai hkotipc„of Dleclalrnel P_DOe :MO http;//database.ul.cam/cgi-b YV/template/LI5EXT/IFRAME/showp-g e html?&uamis=••• 73112006 oaa_t ZIIZ-093-899+ O� NOVadYII d f-VtOdd ✓rV9t:d0 10-BI-Nflr on.A Liss 9Lz dan�-1 wd zt : t T 2_00Z —se lflf 90*39dd LZS8 °zz [BZZ9 ON X4/XZ] LE:80 NOW L0/9T/80 . -ALLU.GuideZnfo * Air Ducts View I.IxtlD14 UL Onlinco Ccrtificatlons DiractO ALLL1.Guidetnfo Air Ducti _ [Air Ducts and Air Connectors3 Air �_Gc�cl tnfQ�.tlolL(ar A��`-ynd A r Copnectura oaNERAL Thls catecory covers elr ducts Identif14d os C.Ic97, 0 or Class I In accordance With the Informs (Ai 1X) ADDITIONAL INpoptMAJ-ION For additional inrornotlon, set Heating, Cooling, VentllatinC and Cooking Caulpment (69d�:) REQUIRIMENTB The bask etardzrd uyed to Investigate produCtf In V1 12 crtegory is Wl •pSttOry•Medc Al AVIUNCT 95RVICoS Underwriturs t.aborel;orIcs Inc, (UL) provides o Service for the ClasslflCtttlOn Of air ducts that requIrarromts of UL t150veStandards) t1gatedfor thermal reelstance in accordant® wit Duct Performance nndInstallation UL MARK L L : L L elouc CZ II 11 Paas 1 of 2 u ct ro n In Air DueLS and Air Connectcm Duca+ and Air ConrlUtOrs." )t only meet %he aoproprinte Air Dlffuslon Council (ADC) Mrxibic to identify T -he Listing Mark of and rwriter ^� Pan wrug Inc on kntThe Ltsting ad IMsrk forrodUrt thq ithaBe proy meth Cuct9 clravid ucks the UL symbol (18 lilluStratcd In manufactured un f %its 9 " Ir Duct, CI069 the Introduction of this Directory) together with the word "LISTt:O," and the product nems `Oorl h a o Mark Combination Llating/"92 ffOr"thermol resictancie in a co den ebwith Airliqqd tDlffu /Ilan ICounlcl ADC I F1exolble,Duct P1 forrncnee and Ve eCditionolly been investigated lnq/Ciee9lflcatlon Mark Con3iiM of tho /Jell q Mor elements detailed otfove and the Installation Standards (1991) The combinod List following marking: ALSO CLA98IFIED IN ACCORDANCt WITH ADC NLLXI9L8 DUCT paRPORMANCC AND INSTALLATION 9TANDAKOS (1991) USINa A9-rM C -Sia (1997.) AT IN9TALLpo W THICKNC99 ON PLATINBULATION ONLY R -+ + Includes the thermal reslStAnCe value appllcab19 to tnc product L,,"pd4Ad on 2003-00-12 Question9l 11alc>=_A1.D1l:.r191 Cr littp://data b&SO.ut,cam/cgi-bin/XYtil/templut"Ll"'XV1FRAME/ ..�,.�� Dag.1 21t2-099-895+ i C n Q QJ 7 eNgoJ-u d 0 3 ge.htsn1?&nam0-- 0� Naoawdn d r -woad f1anA-I W S T : T T 7/31/2006 wvalaac io-ei-Nnr zeez-se-�nr 10*30dd LESS SLE (9ZZ9 ON n/X,LI LC:60 NON L0191/90 -'ALNR.Cniidefnfo - Air Connectors UL, online Certifications Directo NR.Duldelnfo Air Connectors view LltjIIq� — �@9xiQ1r [Air Ducts and Air Connectors] Air Colinectorsl ;cc enQrel tnratien ror AIr.0.utta sett &1tSonn�ctors aENIRAL zT : TT L2az 60 7nf Page 1 oft Thls category covers air connectors Identined as Claes 0 or Class i In accordance with the In ormatlon In Air Ducts and Air Conn•ctor5 (6WX), The Installation length for air connoctors is to be In accordance with the jacluirtmerita of NFPA 90A, "Sta,rldard for the Intallaboh,of Air Condlboning and Ventilating Systems," hwlnC a mexitrum Icngth If 14 R, ADDITIONAL INFORMATION For additional Information, see Hnnting, Cooling, ventiletIM0 and Cooklrig Cqutpment (MH,C) REQUIREMENTS The basic standard lived to Inveetlpato products In this category la UL 181, 'Factory -Made AnJUNCT StRVICHB Ducts and Air Connectors." Underwrltors Leboratorles Inc, (UL) provider s lamfes for the Classification of air conrectOrz that not only meet the soproorlets requirements of Uk but also have been investigated for thermal r"Ist#ncs in accordance wit i Air Diffusion Council (ADC) Flexible Duct Performance pee Installation Standards (1991). UL MARK The Listing Mark of Underwriters Leborstorlec Tnc. on the product Is the only method provid d by UL to Identify products menulactured under Its Listing and Follow-Uo Service, The Llating Mark for these products I cludea the UL symbol (as illustrated in the irtroductlon of this Directory) together with the word "Lr6TEb,° and the product name " Ir Connector for Installation in Lengths Not Over 14 Pt, Class 0.' *0orI Combinatlan Ust)nC/Cloaalflcation Mork — A Usting Mark combined with a Clacslficetloi Mark Is provided on products that have addltionally risen investigotad for thermal resistance In accordance with Air Diffusion Councl (ADC) I'laxlbie Duct Performance and installation Standards (i991). The combined Llstin p/Classiflcatlon Mark coneleta of the Lletir g Mork slamsnts delmlled above and the rollowing marking: ALSO CLASNIFIED IN ACCORDANCE WITH ADC PLOXIILE DUCT PERFORMANCE AND INSTALLATION STANDARDS (1991) USING ASTM C-918 (199L) AT INSTALLED WA THICKNEdxJ ON PLAT INSULATION ONLY R -+ + includes the thermal resistance value appliceblt to the product L&ILUAd4jad on 2403-06-12 0"1023 �o,t(Fp,..Rf OIecIAIR.teL http;//dutabase,ul. oom/cg i -b in/XY V/teinplate/LISEXT/ 1 L19 -d 500/>DO'd 818-1 E111-098-894+ -- . . , C C Q Q 1 7 Qppe Top ,html?&named.,, 7/31/2006 G^ N80MY1 d r -woad 091!80 t0-el-Nnr ttlanA-i wd t,T:IT Leoz—eo—lnr 1 Hart&Cooley. install confidence MODEL SELECTION PRODUCT INFORMATION PERFORMANCE DATA DISTRIBUTION CENTERS AIR DUCTS, POLYETHYLENE JACKET AIR DUCTS, METALIZED JACKET AIR CONNECTORS AND SLEEVES ACCESSORIES Table of Contents Hart&Cooley Vk i rr s tall confidence FLEXIBLE DUCT SYSTEMS Page MODEL SELECTION.......................................1 PRODUCT INFORMATION................................2 PERFORMANCE DATA.....................................3 DISTRIBUTION CENTERS.................................3 AIR DUCTS, POLYETHYLENE JACKET .................4-5 AIR DUCTS, METALIZED JACKET .........................6 AIR CONNECTORSAND SLEEVES .......................7 ACCESSORIES..............................................8 MODEL SELECTOR Package Jacket Core Insulation Options R -Value Package Jacket F- Boxed 0- No Jacket FB- Bagged 1- Black Polyethylene Jacket 2- Metalized Polyester Jacket 3- Heavy -Duty (4 mil.) Black Polyethylene Jacket Core 0- No Core 1- Double -Ply Black Polyester Core 4- Corrugated Aluminum Core 9- Double -Ply Metalized/Polyester Core How to Order: F114 8 25 X Diameter Length (inches) (feet) Insulation Options 0- No Insulation CP- Compressed 4- R4.2 Insulation UCP- Uncrimped, Compressed 6- R-6.0 Insulation 8- R-8.0 Insulation Black Polyethylene Jacket Double -Ply Black Polyester Core R-4.2 Insulation 8" Diameter 25' Length Disclaimer: We reserve the right to make changes in the products, product specifications, packaging and to discontinue product without notice. 1 Product Information' Hart&COOle y i n s t a l l c o n f i d e n c e Our flexible duct products come in a variety of styles and constructions and provide the most economical solution to your air handling needs. POLYETHYLENE JACKET AIR DUCTS. These offer a durable, scuff -resistant black polyethylene vapor barrier which provides improved protection against damaging ultra -violet light. Installation is made easy with the reinforcing fiberglass yarn scrim which acts as a rip - stop and helps prevent tearing. These air ducts feature an R -value of 4.2, 6.0 or 8.0 to fit any application and also come in special configurations especially designed for manufactured homes. METALIZED JACKET AIR DUCTS. Providing the ultimate in strength and protection, metalized polyester vapor barriers are reinforced with fiberglass scrim to provide high durability and tear resistance. The fiberglass insulation furnishes outstanding thermal protection with R -values of 4.2, 6.0 or B.O. The metalized jacket air duct and sleeves are available with either a two-ply black polyester core or triple -ply aluminum foil/polyester laminate cares that encapsulate a high carbon steel wire helix. ECONOMICAL AIR DUCT CONNECTORS. Designed for high pressure applications, air duct connectors come with a double -ply construction utilizing either metalized/polyester laminate encapsulating a high carbon steel wire helix or corrugated aluminum for strength and durability. W Flex Duct Construction UL -LISTED. Hart & Cooley flexible air ducts and air connectors have been rigorously tested by Underwriters Laboratories, Inc. in accordance with UL 181, The Standard for Safety for Factory -Made Air Ducts and Air Connectors. UL is a not -far -profit laboratory with an outstanding C �` US reputation for fire safety and performance testing. Make sure that the flexible duct you buy bears this UL mark. ADC CERTIFIED R -VALUES. All Hart & Cooley insulated flexible air ducts are certified by the Air Diffusion Council for thermal performance in accordance with the ADC Flexible Duct Performance & Installation Standards (1996). Certified `p R -values are essential to ensure that the product you buy meets the many regulatory energy codes. Only �M ADC certified products will bear this ADC thermal certification marking. IN CODE APPROVALS. All Hart & Cooley flexible duct products meet or exceed the requirements of most federal, state, and local mechanical and energy codes. Hart & Cooley flexible duct complies with The Standard Mechanical Code (SBCCI), the National Mechanical Code (BOCA), the Uniform Mechanical Code (ICBO), NFPA 90A and 90B, HUD, and the Florida Energy Code, just to name a few. Be certain that the duct you are buying meets these stringent codes. OUTSTANDING PERFORMANCE. All Hart & Cooley flexible duct products are performance -tested in accordance with industry standards to ensure reliability and years of service. Our core is tested (in accordance with ADC FD 72-R1) for actual installation static pressure/ temperature performance and meets the ratings specified in our catalog. The vapor barriers are tested for permeance in accordance with ASTM test methods. Call-backs are expensive and eat away at your profits, so use flexible duct you know has been performance -tested. INDUSTRY INVOLVEMENT. Hart & Cooley is committed to the flexible duct industry and supports it through involvement in many industry -related associations, committees, and organizations. Participa- tion in ADC and UL's industry advisory council for UL �oSloN� 181 allows Hart & Cooley to stay at the forefront of � industry changes. You need a manufacturer of r flexible duct who is involved in the industry to�,Jl`�` protect your interests. MEMBER At A, TEN-YEAR WARRANTY. All Hart & Cooley Flexible Duct products are protected by the industry's strongest warranty. Our flexible ducts are warranteed to be free of defects in material and workmanship for ten (10) years from the date of shipment. Qp�� (Contact hart & Conley, Inc. for lull details.) Performance Data BLACK POLYESTER CORE ■ Rated pressure per UL 181:10" W.C. positive, 1/2" W.C. negative ■ Recommended maximum operating pressure: 6" W.C. positive for 12" diameter and under 4" W.C. positive for 14" diameter and over ■ Rated maximum air velocity: 4000 fpm METALIZED POLYESTER CORE ■ Rated pressure per UL 181:16" W.C. positive, 1/2" W.C. negative ■ Recommended maximum operating pressure: 6" W.C. positive for 12" diameter and under 4" W.C. positive for 14" diameter and over ■ Rated maximum air velocity: 6000 fpm CORRUGATED ALUMINUM CORE ■ Maximum rated pressure per UL 181: 3" W.C. maximum positive 3" W.C. maximum negative ■ Rated maximum air velocity: 5000 fpm INSULATION R -VALUES ■ Certified by Underwriters Laboratories Inc. and the Air Diffusion Council in accordance with ADC Flexible Duct Performance and Installation Standards using ASTM C-518 at installed wall thickness on flat insulation only POLYETHYLENE JACKETS ■ A durable black polyethylene vapor barrier provides improved protection against ultra violet light i Hart&Goole y i ns tall confide nee ■ High tensile scrim is used under the vapor barrier to provide additional strength and tear resistance ■ Perm rating of 0.1 (ASTM E96 Method "A") METALIZED JACKETS ■ A metalized polyester vapor barrier is constructed by sandwiching fiberglass scrim between layers of polyester to provide an outstanding combination of strength and tear resistance ■ Perm rating of 0.04 (ASTM E96 Method "A") SURFACE BURNING CHARACTERISTICS (Class 1 Air Ducts) ■ Maximum flame spread: 25 ■ Maximum smoke developed: 50 OPERATING TEMPERATURE RANGE ■ -20°F to 140°F continuous @ max. Pos. pressure ■ -20°F to 1801 intermittent @ 2" W.C. Pos. pressure ■ -20°F to 250°F intermittent @ 0.5" W.C. Pos. pressure APPROVALS ■UL 181 ■ NFPA 90A and 90B ■ HUD ■ City of Los Angeles ■ California Bureau of Home Furnishings ■ Most Federal, State and Local codes and standards Distribution Centers Some products available only in California, are identified within as " "For California Only." Western Market Sanger, California r 00 ao D ® 0 C> P Eastern Market Olive Branch, Mississippi Southeastern Market Tabor City, North Carolina (Class 1) Polyethylene Jacket Flexible Air Ducts Hart&Cooley ek install confidence F114 ■ Black polyethylene jacket ■ Double -ply black polyester core ■ R-4.2 ■ UL -listed ■ Boxed or bagged (FB series) ■ 25' and 50' lengths F116 ■ Black polyethylene jacket ■ Double -ply black polyester core ■ R-6.0 ■ UL -listed ■ Boxed or bagged (FB series) ■ 25' length ft Model725 Diameter Inches 1`114 3456789101214161820 FBT14 -4567891012141618201`114 FT16 50 -4561891012---- Model Length ft Diameter Inches F116 25 -456789101214161820 FB116 25 -456789101214161820 FT16 50 --5678910----- F116 50' length F118 Model Length ft Diameter Inches ■ Black polyethylene jacket F11B 25 - 4 5 6 7 8 9 10 12 14 1618 20 ■ Double -ply black polyester core F118 50 - - - 6 7 8 - - - - - - - ■ R-8.0 ■ UL -listed F11B 20" x 25' ■ Boxed 1`118 7" x 50' ■ 15' and 50' lengths (Class 1) Polyethylene Jacket Flexible Air Ducts VO Hart&COOle y I n s t all c o of i cl e nce F194 ■ Black polyethylene jacket ■ High pressure core, 16" W.C. positive ■ Double -ply metalized/polyester core ■ R-4.2 ■ UL -listed ■ Boxed ■ 25' length F314/F318 (Manufactured Horne) Class 1 Air Duct ■ Heavy-duty 4 mil. black polyethylene jacket ■ Double -ply black polyester core ■ R-4.2 F314, R-8.0 F318 ■ UL -listed ■ For indoor and outdoor applications ■ 25' length ■ Boxed F144 ■ Black polyethylene jacket ■ Corrugated aluminum core ■ R-4.2 ■ UL -listed ■ Available in 6' and 7-1/2' lengths Model Len th ft Diameter Inches F194 1 25 1 - 4 5 6 7 8 9 101214 16 18 20 Model Length ft Diameter Inches F314 25 --56-8-101214-- - F318 25 - ------101214- - - Model Length ft Diameter Inches *F144 6 - 41 5 6 7 8 9 10 12 14 16 18 20 221241 *F144 7-1/2 - 41 5 6 7 8 9 10 12 14 16 18 20 22124' fNot UL Listed F146 Model Length ft Diameter Inches ■ Black polyethylene jacket *F146 6 - 41 5 6 7 8 9 10 12 14 16 18 20 221241 ■ Corrugated aluminum core *F146 7-1/2 - 41 5 6 7 8 9 10 12 14 16 18 20 221241 ■ R-6.0 'Not UL Listed ■ UL -listed ■ Available in 6' and 7-1/2' lengths *For California Only 5 (Class 1) Metalized Jacket Flexible Air Ducts ' Hart&COOle 1 Y install confidence 6 F214 ■ Metalized polyester jacket reinforced with fiberglass scrim ■ Double -ply black polyester core ■ R-4.2 ■ UL -listed ■ Boxed or bagged (FB series) ■ 25' and 50' lengths F216 ■ Metalized polyester jacket reinforced with fiberglass scrim ■ Double -ply black polyester core ■ R-6.0 ■ UL -listed ■ Boxed or Bagged (FB Series) ■ 25' length F218 ■ Metalized polyester jacket reinforced with fiberglass scrim ■ Double -ply black polyester core ■ R-8.0 ■ UL -listed ■ Boxed ■ 25' length F294 ■ Metalized polyester jacket reinforced with fiberglass scrim ■ High pressure core, 16" W.C. positive ■ Double -ply metalized/polyester core ■ R-4.2 ■ UL -listed ■ Boxed ■ 25' length Model Len th ft Diameter Inches F214 25 3456789101214161820 FB214 25 -456789101214161820 F214 50 --567B9 1012 - - -- 40 F214 3" x 25' Model Length ft Diameter Inches F216 25 -456789101214161820 FB216 25 -4567B9101214161820 F216 50 -45678910----- aF216 50' length Model I Len th MI Diameter Inches F218 1 25 13456789101214161820 AZO� F21B 0 x 25' 2 F218 20" x 25' Model I Length ft Diameter Inches F294 1 25 1 - 4 5 6 7 8 9 10 12 14 16 18 20 Frequently Asked Questions - Flexible Duct rarp-, i Vl Frequently Asked Questions What is the difference between AIR DUCTS and AIR CONNECTORS? Air ducts must pass 15 tests of the UL 181 Standard for Safety for Factory Made Air Ducts and Air Connectors. However, air connectors are required to be pass only 12 of the 15 tests. Therefore, most models codes and the National Fire Protection Association (NFPA) require that air connectors shall not be installed in lengths greater than 14 feet. An installer may not increase this length by using a splice between 14' sections of air connectors. The installed length of Air Duct is not restricted. ■ Can Flexible Air Ducts or Connectors be used to vent clothes dryers? No. The International Mechanical Code states that "Exhaust ducts for domestic clothes dryers shall be constructed of metal and shall have a smooth interior finish." Additionally, most if not all appliance manufacturers also state this in their installation instructions. Often, the clothes dryer warranty is void if it is not vented properly. None of our flexible duct products can be used to vent clothes dryers. Can Flexible Duct be exposed to ultraviolet sunlight? No, flexible duct must be protected from the weather, including sunlight. In the late 1980's, manufacturers of insulated flexible duct discovered that the products with gray polyester jackets could fail when exposed to direct or indirect sunlight. The ultraviolet rays in the sunlight would break the chemical bonds in the gray polyester jackets causing them to disintegrate over a period of several years. To alleviate the problem, manufactures began using black polyester jackets. The carbon black used to color the black polyester jackets has an inherent resistance to ultraviolet light. Since the change, the problem has been eliminated. However, most manufacturers, Hart & Cooley included, still require that insulated flexible duct of any type not be installed in areas with direct or indirect sunlight. At Hart & Cooley, we are confident of the quality of our flexible duct products. We back this confidence with a 10 -year warranty, the longest warranty coverage currently available in the flexible duct market. For additional information contact the: Air Diffusion Council, 1000 E. Woodfield Road, Suite 102, Schaumburg, IL 60173-5921 (847) 706-6750 www.flexibleduct.oriz ■ Can screws be used to fasten flexible duct core? Hart & Cooley does not recommend screws be used to fasten the polyester core of the air ducts because they weaken the polyester. Polyester is a very strong material as long as there are no holes or tears in it. As soon as a tear or hole is introduced, it's strength drops. To maintain our UL approval status, our air ducts must pass a tension test (25 pounds hanging from one end of the duct), a torsion test (one end rotated 180° or to 25 foot- pounds whichever comes first) and then a leakage test. In all of these tests, both ends must be connected to collars per our installation instructions. Flexible duct connected with screws would not pass these tests. ■ Are flexible Air Ducts plenum rated? The plenum rating test, UL910, came about for materials (primarily cables) that did not lend themselves to testing per UL723 (surface burning test). However, the intent was the same: to limit the flame spread and smoke developed in building materials. Therefore, per Underwriters Laboratories (UL), our UL 181 classified air ducts are plenum rated because of the UL723 requirement. Must I use UL -Listed Duct Tape, Mastics and Clamps? Yes. Our installation instructions are in full compliance with UL and ADC standards. As such, only duct tapes, mastics and non-metallic clamps that are listed and labeled according to the UL -181 standard can be used. Metallic clamps are also allowed. The use of beaded sheet metal fittings is also required. ■ Duct tape must be marked "UL 181 B -FX". (established October 20, 1995.) ■ Mastics must be marked "UL -181B -M". (established October 20, 1995.) ■ Non-metallic clamps must be marked "UL -18113-C". Limited to 6" w.g. positive pressure. (established May 15, 2004.) ■ Do you have Material Data Safety Sheets (MSDS) for your products? No, because Hart & Cooley products meet the definition of an "article", they are not subject to the OSHA Hazard Communication Standard. Therefore, Material Safety Data Sheets are not required. Under Section 1910.1200 (b) (5) of the OSHA Hazard Communication Standard an article is defined as any manufactured item: (1) which is formed to a specific shape or design during manufacture, http://www.hartandcooley.com/faq-flex.htm 5/30/2007 Frequently Asked Questions - Flexible Duct rags /_ ui (2) which has end-use functions dependent in whole or in part upon its shape or design during end-use, and (3) which does not release, or otherwise result in exposure to, a hazardous chemical under normal conditions of use. ■ I have another Question Visit our Tech Corner for additional resources that cover a variety of topics or Contact our Product Application Engineer, Keith Page at 1-616-395-2839 or e-mail at: keith pagea)hartcool.com. http://www.hartandcooley.com/faq-flex.htm 5/30/2007 U) m N N Q CD m N iD M-1 N-3 D M _ - m CAI 3 r )P� 22,02 m co PLANNING DEPT. APPROVED m BY• s l 3 r DATE: D b K v r )P� 22,02 m co PLANNING DEPT. APPROVED m BY• s l 3 r DATE: D b K v WSEC TABLE 6-2 PRESCRIPTIVE REQUIREMENTS0•1 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 WASH INGTONSTATE UNIVERSITY 1-7 ENERGY PROGRAM V Glazing Glazin U -Factor 9 Door -9 1s Wall Wall? int 4 Wall? 4 Slab s Option Area U- Ceiling2 Vaulted Ceiling Above Below ext Below Floors on Vertical Overhead 11 % 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' li. 15% 0.40 0.58 0.20 R-38 R-30 R-19+ R-21 R-12 R-30 R-10 R-58 III. 17% 0.37 0.58 0.20 R-38 R-30 R-19+ R-21 R-12 R-30 R-10 R-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-10 ! 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 WASH INGTONSTATE UNIVERSITY 1-7 ENERGY PROGRAM V Form TT -077A Page 2 of 2 Figure I. Recommended construction details for APA Portal frame bracing without hold-downs EXTENT OF HEADER � A MIN. 3." A FRONT ELEVATION SHEATHING FILLER IF NEEDED 16D SINKER -NAILS IN 2 ROWS- ac0" O.C. 1000 LB.HEAOER STRAP 3/8" MIN. THICKNESS WOOD STRUCTUhAL PANEL 'SHEATHING MIN. 2x4 FRAMING TYF?. SECTION A -A SIDE ELEVATIQN 'I j^ 6'T018' � 1 16D NAIL @ 24 GYPSUM WALL ASTEN TOF' PLATE TO'HEADER WITH TWOROWS r1l BOARD OF 1$D SJNKER NAILSAT 3" O.C. TYP, (OPTIONAL) 8D NAIL @ 61N. \ f I'I 7000 LS STRAP.,OP.POSITE SHEATHING MIN. (2):2x4 O.C.IN ALL ..1 • j.i. FASTEN SHEATHING TO HEADER WITH 8D • .� ROT PART OF •I �•j• COMMON Ok.GALVANI2ED BOX NAILS IN 3'MAX GRID •j II HEIGHT I'-;; PATTERN AS SHOWN'AND 3" O.C. IN,ALL SEGMENT TYP, 10' ..' i•i• FRAMING (STUDS, BLOCKING, AND,S.ILLS) TYP. ;I •j• WIDTH BASED ON 6:1 HEIGHT -TO -WIDTH RATIO: - j. FOR120" HEIGHT, MIN. WIDTH = 20", FOR 96" �:i� HEIGHT, MIN. WIDTH -16"; ETC. ' •.`I MIN_ (2)2.x4 •I j:: FOR A PANEL SPLICE (IF NEEDED), PANEL EDGES SHALL BE ..!j• �•I BLOCKED; AND -OCCUR WITHIN 24" OF MIP -HEIGHT, ONE ROW I 0F 7YP. SHrEATHING-TO-FRAMING NAILING IS REQUIRED. I IF 2X4 BLOCKING IS USED,•THE V4'S.MUST BE NAILED ' • , j�l• TOGETHER WITH 318D SINKERS s 1 -MIN. 2"X2"X3/16" PLATE•WASHER ANCHOR 13OLT PER CODE A FRONT ELEVATION SHEATHING FILLER IF NEEDED 16D SINKER -NAILS IN 2 ROWS- ac0" O.C. 1000 LB.HEAOER STRAP 3/8" MIN. THICKNESS WOOD STRUCTUhAL PANEL 'SHEATHING MIN. 2x4 FRAMING TYF?. SECTION A -A SIDE ELEVATIQN 7011 South 19th Street • P.O. Box 11700 . Tacoma, WA 98411-0700 Telephone: (253) 565-6600 *Fax Number: (253) 565-7265 CORNER FRAMlN nFTAIL FRAMING FOR 16D NAIL @ 24 GYPSUM WALL IN. O.C. BOARD (OPTIONAL) 8D NAIL @ 61N. \ O.C.IN ALL PANEL EDGES ROT 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 CORNER FRAMlN nFTAIL ,o T --or 0['U GYPSUM WALLBOARD, WOOD STUDS One layer 5/a" 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 5/3" 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, 17/8" 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/e" 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/a" long, 0.0915" shank, 1/4" heads, 8" o.c. Second wall duplicate of first wall and separated by 1" space. Walls independently loaded. STC 59 with 31/2" glass fiber insulation friction fit in stud spaces both sides; STC 57 without glass fiber insulation. (LOAD-BEARING) Thickness: 63/4" Approx. Weight: 81/2 psf Fire Test: ITS J99-22441.1, 10-99 Thickness: 11.1 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 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/e" long, 0.099" shank, 9/32" heads, 8" o.c. Joints offset 24" from base layer joints. Inner layer 5/e" type X gypsum wallboard or gypsum veneer base applied parallel with 6d coated nails, 1-1/e" 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/a" type X gypsum wallboard or gypsum veneer base applied at right angles to each side of double row of 2 x 4 wood studs 16" o.c. on separate plates 1 " apart with 6d coated nails, 17/a" long, 0.085" shank, 1/4" heads, 24" o.c. Face layer 5/8" type X gypsum wallboard or gypsum veneer base applied at right angles to each side with 8d coated . nails, 23/8" 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 5/a" type X gypsum wallboard or gypsum veneer base applied at right angles to each side of 2 x 4 wood studs 16" o.c., staggered 8" o.c. on 2 x 6 wood plates, with 6d coated nails, 17/8" long, 0.085" shank, 1/4" heads, 24" o.c. Face layer 5/a" type X gypsum Wallboard or gypsum veneer base applied at right angles to each side with 8d coated nails, 23/e" 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 RX 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 inaccordance 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. R314A 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 V, 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. 3. The total smoke released throughout the NFPA 286 test shall not exceed 1,000 in'. [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'/2 hour shall be per- mitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA 13. R317.1.1 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- 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. R317.3.1 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 54 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, IIIB, 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.2 (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 m2) 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 (6 10 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; 1 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 CODED 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 G" from: Tom Riley, Diamond Rock Construction Superintendent Date: August 30, 2004 Re: Heated crawl space construction I am submitting the following, foryour review, under R104.11 as an alternate method of construction for one and two family dwellings on crawl space foundations. 'The following will detail our proposed method to;create a fully heated crawl space that will conform Jo the UBC, 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. AF103.5 IRC, WAC51.13 3) We will install a continuous soil gas retarder of 6 mil poly. All joints will be overlapped 12". and sealed. Alledges 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 mam. 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 as defined by WAC51.11 An enclosed space within a building, -including adjacent connected spaces separated by an uninsulated 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 crawl space 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. Suggested Radon Details BATTEN STRIP NAILED TO WALL CONTINUOUS SEALANT BEAD SOIL GAS---\ RETARDER MEMBRANE SOIL IN CRAWLSPACE SILL, DIAMONDROCK CONSTRUCTION 15321 E. MISSION AVE. VERADALE,WA 99037 (509) 929.8964 'l 7J N C_A _ tVU V , L2t Z 10 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 _. - -- - — -- --- --- ----- - - --- - -- - - - - - - — - --- �z?— -- ----- ----- -- ---- Engineered Shear Wall Bracing - -- - 12'4 - - —i- 2'8 T-- -- - - 21 -- -- -- ---- 7'0 - 4'10 i 2' -. T3 „ -_ f - -- --i- 2'8 ; — - 1274 -- - - 71 ---2 - - - 416 =L Egress windows pe : Y-` _- n b s v�� ows ope a le 5.7 sq. ft.'- 44" sill M,) 2-9,112-1! 7 s . ft. - 4" sill ob L-6 Vit{ 14 PROTECTION AND OPE r ' ,S BETWEEN 00600L Fix BL 2=0 _DWELLING AND PRIV TE GA GE SHALL HAVE:MA8TER BDRM 11 MATERIALS APPROVED T ON LIR FIRE RESISTIVE X 13' j CONST RUCTION ON THE G, 1GE' I I ❑ 5,,8" TYPE "X" GYP E?Ur, HAB H E SPACE ABOVE) OR ❑ 1/2" GYP BOARD (RESii CE/A TC FLOOR/CEILING)r Living 2) OPENINGS BETWEEN GA;,, ANI E IDENCE SHALL BE ) 2-0 I ! EOUIPPED WITH SOLID 4V0(ti 'OOR. D OR HONEYCOMB CORE STEEL DOORS NOT LESS THAT: 13/8', IF 20 MINUTE FIRE RATED DOORS. (' 2=4 IL DiningU L i jil 2,p h i 2-01 sot CCS ' ; �� I / iI-BEDROOM 10% 0 I� _ 105X11 i 1 ;�40400PR r F DWELT � 'F r: 1D'o— i 1)MAT 4 . C IA_, 'Er. E �� CO CONS'fRUC Ei I `3 19" ebow Aoof 5/8" TYI OA 3 1/2"G, _s,CIO 0 \,�I 2 OPEN''. GAEOUIPP VO1 CORES aaaa�, % STEEL 1' T I SATED �.EDROOM JG�R�AGECri%6 X 11' �17'1 X 270 I GARAGEIN X 241810'6 ----�==1 i"-�. � .�� , i \• `r�t''� 0'11 4'2 �I I +�+ 9'0"4 I 0'10"4 1 I 1e' Cll/I�VG AREA W11114 -1i 14'a- 0'11 a70 �1®' — _ 4'a - 2'®,�.-- 72' --- LANDING required on both sides of exit doors with min. size of 3 Gas Appliances in garages require 18 in. elevation or UPC 508.2 — Water heaters require anchoring or ft. measured in direction of travel by 3 ft. or width of door if approved floor grade rating. Minimum 3 in. bollard or strapping at upper and lower one third points to prevent greater, and not lower than 1 '/2 in. below threshold. Landing Wheel stop required for vehicular impact protection horizontal displacement during earthquakes. Strapping required at other exterior doors is a minimum size of 3 ft travel Mane 4 ft spacing between bollards. shall be a minimum of 4 inches above controls. distance by width of door, and not lower than 7 3/4 in. below .t_,.,.L...l.a .,rnvM-1 the A— Al pc not C�Nlna nVPr fb.- Innfiina EMERGENCY EGRESS REQUIREMENTS FROM SLEEPING ROOMS 1) NET CLEAR OPENING: 5.7 SQUARE FEET GRADE FLOOR OPENING (MAX 44•) 5.0 SQUARE FEET 2) NET CLEAR OPENING HEIGHT 24 INCHES 3) NET CLEAR OPENING WIDTH 20 INCHES 4) MAX FINISHED SILL HEIGHT 44" ABOVE FLOOR 5) EMERGENCY ESCAPE & RESCUE OPENING SHALL BE OPERATIONAL FROM THE WSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS SMOKE ALARMS SHALL BE INTERCON- NECTED AND HARD WIRED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL ALARMS. (BEDROOMS, ARE -AS APPROACHING BEDROOMS, VAULTED CEILING WITH RISE OF 240 & ON. EACH FLOOR) EXHAUST FANS 100 1CFM kitchen 50 CFM bathrooms & laundry WHEN INTERIOR ALTERATIONS, REPAIRS OR ADDITIONS REQUIRING A PERMIT OCCUR, OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING DWELLINGS, THE DWELLING UNIT SHALL BE PROVIDED WITH SMOKE ALARMS LOCATED AS REQUIRED FOR NEW DWELLINGS. GYPSUM BOARD USED FOR INTERIOR BRACED WALL CONSTRUCTION SHALL BE FASTENED NO FURTHER THAN 7" O.C. FACTORY -BUILT FIREPLACES: Combustion Air Required Hearth Clearances per Manufacturer's Instructions Tight Fitting Doors Required * A40) 2- >,CIO F( -QA. e / (" " a C- R Heated Crawl Space CONCRETFTO COMPLY TO IRC TABLE 404. 1.1 (1) FOUNDATION WALLS - 3000 # PSI SLABS, GARAGES, CARPORTS 01, ftyftd. W0 & PORCHES -3500, # PSI ALL FOOTINGS MUST BE CONTINUOUS FIf@WAI1 11 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. 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. - ------- -- R Heated Crawl Space CONCRETFTO COMPLY TO IRC TABLE 404. 1.1 (1) FOUNDATION WALLS - 3000 # PSI SLABS, GARAGES, CARPORTS 01, ftyftd. W0 & PORCHES -3500, # PSI ALL FOOTINGS MUST BE CONTINUOUS FIf@WAI1 11 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. 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. 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 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] 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. PROVIDE DIAGRAMS AND FNGINFE-RiNG LAYOUTS FOR 1110011- TRUSSES, BEAMS AND 1= _f (.H cVSTEMS PRIOR TO FFlf':M,!NG N's CITY COPY DING SUB.' T(- -_,TIONCOR I i"-- ISNY