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2010, 02-24 Permit App 10000463 2nd AdditionProject Number. 10000463 Inv: I Application Date: 2/242010 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: RES 2ND ADDITION Setbacks: Front Site Information: Plat Key: 001092 Name: GUTHRIES VALLEY VIEW 05TH ADD Left: Right: Rear: Contact: BOUCHER CONST LLC Address: 10 N HARMONY C - S - Z: SPOKANE VALLEY WA 99016 Phone: (509) 953-3274 Group Name: Project Name: District: East Parcel Number: 55173.1813 SiteAddress: 16 N HARMONY RD Location:: CSV Block: Lot: Owner: Name: SMITH, C R & Z M Address: 16 N HARMONY RD GREENACRES, WA 99016-9613 Zoning: R-3 SF Res District Water District: 134 CONSOLIDATED ID #19 Area: 9,600 Sq Ft Width: 0 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: —. Hold: ❑ Depth: 0 Right Of Way (ft): 60 Review Building Plan Review Releacrd By: Originally Released: 2/24/2010 By: MKMARTI Landuse/Zoning/HE Conditions Permits: Released By: Originally Released: 2/19/2010 By: mpalaniuk Operator. JD Printed By: JD Print Date: 2/24/2010 Project Number. 10000463 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Inv: 1 Contractor. Boucher Construction Lk Address: 10 N Harmony Rd SPOKANE VALLEY WA 99016 Description Grp Type Notes RES ADD 2F R-3 VB Item Description RESIDENTIAL PERMIT FEE WSBCC SURCHARGE SF PLNS RVW < 7999 SQ FT Notes: Payment Summary: _ ..... Permit Type Building Permit Building Permit Date: 2/24/2010 Page 2 of 2 Finn: Boucher Construction LIc Phone: (000) 000-0000 This Application: Total Project: Sq Ft Valuation Sq Ft Valuation 520 $38,589.20 520 $38,589.20 Totals: 520 $38,589.20 520 $38,589.20 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Permit Total Fees: Fee Amount $532.65 $4.50 $213.06 $750.21 Fee Amount Invoice Amount Amount Paid Amount Owing $750.21 $750.21 $213.06 $537.15 $750.21 $750.21 $213.06 $537.15 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: JD Printed By: JD Print Date: 2/24/2010 Spokane Valley Community Development Residential Construction Permit Application Permit Center 11703 E Sprague Ave, Suite B73 Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 w ww. spokaneval ley. orn PERMIT NUMBER: tti 6 PERMIT FEE: ❑ New Construction Accessory Bldg Addition/Remodel (l Deck n Other: SITE ADDRESS: r /Li /6 f-1A/Zr?n/4J , 5'i°t f 4. t.i ASSESSORS PARCEL NO: LEGAL DESCRIPTION: Building Owner: Name: C.4 V49E_ Sin/'T., Address: /0 % £ .41/9.C�'7l',r )Y Q City: .57i0e/. f-4.v r • cl,9J/Ai State: 4 j :i, / 4 Phone: � 7 9 7 Fax: Contact Person Name: C A AI -5', 24 Phone: 1A -- 72,2 7 Contractor: Name: . �jiV (7r:iifA- G expv ;: ,t. Address: /715/i.) 11;9,4'/l70rl/r' /?i2 City``2.. C9i[r1f1 CIr;/int StateLel,/ .79e)iti Phone: 7s` l 7 CI Fax: 92 g�, 6. 9 Contractor Lic No• Exp Date: /nryclir 9S .05 City Business Lic. No: Describe the scope of work in detail: Cost of Project: $ GO cZSn60 /9lJA/4igcx. AgileF,9 mr.t se# f}rbo 0V F - Pe, %f /Ls- rd•2.. ire Ow/lie ivy !%Q,1.1 Proposed Use: **************The followin g MUST be complete: (write N/A if not applicable)********************** b HEIGHT TO PEAK: DIMENSIONS: # OF STORIES: TOTAL HABITABLE SPACE: —CA/ ifs a s7if.eev MAIN FLOOR TO SQ. 2Nu FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: AREA: .57;2 Q FINISHED BASEMENT GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON SQ. FTG: PROPERTY: # OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: SEWER OR SEPTIC? 7 rt9s S£', ',lie__ 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 cane -processed. SIGNATURE: Method of Payment: ❑ Cash Bankcard #: Authorized Signature: REVISED 2/15/07 ❑ Check ❑ Mastercard Expires: DATE: RECEIVED CSV PERMIT CENTER Pfojtar_t Sub:' .a.. RESIDENTIAL CHECK LIST DIRECTIONS: Place a check mark in box next to each document required for complete submittal. o SITE PLAN ❑ Property lines and dimensions ❑ Direction arrow pointing North and orientation to streets ❑ Proposed/existing buildings (footprint and dimensions) ❑ Utilities, septic tank/drain field locations and distances ❑ Setbacks to property lines o Distance between buildings o Right of way/easement location & sizes o Driveway approach size and location BUILDING PLANS (3 SETS) (minimum 1/8 inch scale or completely dimensioned) O Elevations (Front/Rear/Sides) with roof peak and wall height including basement: O Foundation Plan (crawlspace, basement or slab on grade): o Footing sizes and locations o Perimeter concrete foundation wall sizes o Crawsspace ventilation o Supporting wood cripple walls or beams o Thickened concrete pads supporting beams or girder trusses O Floor Plan of each level (finished or unfinished) with dimensions: o Floor Joist direction, size and spacing o Header, beam or concrete lintel sizes o Brace wall panel locations ❑ Water heater and furnace locations o Exhaust fan locations ❑ Deck or concrete patio sizes and locations ❑ Roof Plan: o Engineered truss direction and spacing o Rafter and over frame direction, size and spacing ❑ Wall Section Detail including: Roof o Slope/ roofing material/ underlayment/ ice dam protection o Sheathing size and type Ceiling o Joist size and spacing Wall o Height/ top plate/ stud size and spacing/ sole plate o Exterior sheathing size and type Floor o Joist size and spacing Foundation Wall ❑ Concrete or Masonry unit width ❑ Earth to wood separation distance Footing o Size Radon o Passive system with 6mil vapor barrier Miscellaneous Construction Details ❑ Deck: o Floor plan/ side view/ dimensions o Floor Joist/ decking direction, size and spacing O Stairway tread rise & run and nosing ❑ Window and door location and sizes o Window well locations if applicable ❑ Room usage labels o Smoke detector locations o Attic and crawl space access locations ❑ Fire Wall construction o Ridge, eave and valley lines o Beam and girder size and location o Truss or rafter size, spacing & connection o Attic insulation/ air space baffle/ ventilation ❑ Size of ceiling gypsum wall board ❑ Siding/ exterior house wrap/ anchor bolts ❑ Insulation, vapor barrier, gypsum wall board ❑ Sheathing or concrete floor size/ insulation ❑ Footing bottom to finished ground level depth o Horizontal & vertical reinforcement if any o Reinforcement if any o Active system with 6 mil vapor barrier o Footings/ post/ and beam size and locations O Handrail / Guard height & spacing Spokane jUalleyb For City Use Only PLUS Project Number Project Address 11703 E Sprague Ave Suite B-3 • Spokane Valley WA 99206 509.688.0036 • Fax: 509.688.0037 ♦ permitcenter@spokanevalley.org As part of our on -going commitment to customer service during the review process of your project application, we are providing you with a TARGET DATE for the initial technical application review. If for any reason we cannot meet this date, we will contact you with a revised target date. Your application review TARGET DATE is The TARGET DATE is the date we estimate your project application will have had its initial technical review. It is not the date for approval or permit issuance. Tips for a Smoother Project Application Review ➢ Submit complete, accurate plans and documents. Extra time may be required for re -submittals as project application reviewers work on multiple applications and it may be several days before they can look at your new or revised information. ➢ Designate a specific contact person to communicate with the City. While the person designated as the applicant's contact person with the City can be changed, one individual with the expertise for dealing with reviewer comments would be the best choice for the entire review process. > Call staff regarding the status of your project only after the target date shown at the top of the page. Although you should be contacted on or by the target date, please feel free to contact us if you haven 't heard from us by your target date. Staff may contact you before the target date if the initial review is complete. By following this procedure, you will save time and allow the reviewers to complete the work more expeditiously. Steps in the Permit Process 1. Counter Complete. Your application has been accepted as counter complete. This means all of the required documents, as indicated on your Pre -Application Checklist have been submitted or have been approved for deferred submittal. This does not prevent technical staff from requesting additional information as a result of their technical review. 2. Quality Check. The next step in the process is a quality check to make sure that the application is reviewable and free from substantive flaws that would prevent technical staff from completing the technical review once it is started. When this step is complete, your application will be routed to the appropriate staff and remain in their review queue until it comes up for review. 3. Technical Compliance. Once an application is administratively complete, it is routed to technical staff for compliance review. Depending on the type of project, technical staff may include multiple reviewers. You should be contacted by phone, fax, email, or mail by your TARGET DATE once the initial technical compliance review is complete. 4. Permit Issuance. When the technical compliance review of the application is complete, including any subsequent re - submittals, each reviewer will approve their section of the application and route it to the Permit Center. When all sections of the application are received, a Permit Specialist will process the application and contact the person specified on your application for permit pick-up. Information regarding fees and pre -construction meetings (if required) will be provided by the Permit Specialist at that time. WHITE - APPLICANT PINK - BUILDING FILE REV 9/07 /N u V DATE: ,,• O ' f A-DL)tr/" is jxJ Too qc ext-smw, C E j 'I)oES Nccor cNCR- � �,)iL�l� T�7OT�C�1T� . ��it3�1.S►L7ni CSV PERMIT CENTER FEB 1 g 7010 Mary Kate McGee From: Michael Mackin [mackindesigns@hotmail.com] Sent: Tuesday, February 23, 2010 1:12 PM To: Mary Kate McGee Subject: boucher construction remodel Attachments: portal frame.jpg; floor to floor ties.jpg; post cap.jpg Mary Kay Here are the details that you requested. It should answer your questions. I calculated the point load at the end of the double joists. Using the standard 55# per sq. ft., the load is 1,100# on the point load. The existing 12" wide footing is adequate to support this load. Please call me if any of this is not clear or you don't understand. Michael Mackin (509) 922-4074 macki ndesig ns(a hotma i 1. com Recommended construction details for AP06, portal frame bracing without fold -downs: FOR A PANEL. BRAG (IF NEEDED) PANEL EDGES SHALL BE BLOCKED, AND OCCUR WITH IN 24' OF MID -HEIGHT. ONE ROW OF TYP. SHEATHIN*-TO-FRAMIta's NAILNNJ 18 REWIRED. IF 2x4 BLOCKING IS USED, THE 2x4'S MUST BE NAILED TOGETHER WITH (3) ibd SINKERS IDINT OF HEADER 6'-42,' TO 1V-0' f;) 5/6"X10' J-L30LT EA. SIDE 1 OW lb SIMPSON MSTA STRAP OPPOSITE SHEATHNG FASTED TOP PLATE WITH 2 ROILS CP 16d SINKER NAILS • 3' OG.-T'YP'L FASTEN SH6ATHN5 TO HEADER WITH e&i COMMON OR GALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOUN AND 3" 0L. IN ALL FRAMIN3 (STUDS, BLOCKING AND SILLS) TYP'L WIDTH BASED ON 6:1 HEiSHT-TO-WIDTH RATIO: FOR 12m" HEIGHT, MN WIDTH=20" FOR 9b' HEIGHT, MN 11.1IDTH116, ETC, MN (2)2x4 MIN 250"x 116" PLATE WASHER FRONT EL YAT!ON PORTAL FRAME BRACI G WITHOUT HOLD-DOWNS NOT TO rCALE SHEATHING ILLER IF NEEDED Ibd SINKER NAILS • 3„ OL. IWO 1b HEADER STRAP 3/61 MIN. THICKNESS WOOD STRUCTURAL PANEL SHEATHING Mil 2x4 FR.dMING- TYP'L SECTION >� SIMPSON Catalog C•97 0Copydght 1996 SIMPSON STRONG -TIE COMPANY, INC. RPS/ST/FHA/PS/HST/MST/tSTAIMSTA Model No. Dimensions fasteners (Total) Allowable Loads yy L Nails2 Botts Nails Botts' Qty Dia (100) (133) (160) Ftrroo1 (133) (160) RPS1B 16 11/2 185/16 12-16d — — 810 1080 1295 — — — RPS22 11/2 225/16 16-10d — — 905 1205 1445 — — — RPS2B 11/2 285/16 12-16d — — 810 1080 1295 — — — LSTA9 . 20 I 11/4 9 8-10d — — 450 605 725 — — — LSTA12, 11/4 12 10-10d. — — 565 755 905 — — — LSTA15 , 1'/4 15 12-l0d — — 680 905 1085 — — — LSTA18 11/4 18 14-10d — — 790 1055 1265 — — — LSTA21 .11/4 21. 16-10d — — 905 1205, 1295 — — — LSTA24 11/4 24 18-10d — — 1015 1295 1295 — — — ST292. 2'/16 ' 95/16 12-164 — — 790 1055 1130 — — — ST2122 21/16 12t3/16 16-16d — — 1070 1425 1505 — — — 672115 . 3/4 165/16 10-16d — — 450 600 600 — — — ST2215 21/16'. '165/16 20-16d — — 1270 1695 1695 — — — LSTA30 18 11/4 30 22-10d — — 1255 1670 1715 — — — LSTA36 11/4 36 26-10d — — 1480 1715 1715 — — — LST149 33/4 49 32-10dx11/2 — — 1455 1940 2330 — — — LST173 33/4 73 48.10dxl'/2 — — 2185 2910 3495 — — — MSTA9 11/4 9 8-10d — — 455 610 730 — — — MSTA12 11/4 12 10-10d — — 570 760 910 — — — MSTA15 11/4 15 12-10d — — 685 910 1095 — — — MSTA18 11/4 18 14-10d — — 800 1065 1275 — — — MSTA21 11/4 21 16-10d — — 910 1215 1460 — — — MSTA24 11/4 24 18-10d — — 1025 1370 1640 — — — MSTA30 16 11/4 30 22-10d — — 1265 1685 2025 — — — MSTA36 11/4 36 26-10d — — 1495 1995 2135 — — — ST6215 21/16 165/16 20-16d — — 1330 1775 2130 — — 316224 21/16 235/16 28-16d — — 1890 2520 2630 — — — 1.379 11/4 9 8-16d — — 530 705 850 — — — ST12 11/4 115/8 10-16d — — 665 885 1065 — — — ST18 11/4 173/4 14-16d — — 900 1200 1200 — — — S722 11/4 21% 18-16d — — 1025 1370 1370 — — — S16236 14 21/16 3313/16 40-16d — — i 2575 3430 3430 — — — 9HA6. 12 17/16 6% 8-16d — — 550 735 885 — — — FHA9.:' 17/is 9 8-16d — — 550 735 885 — — — FHAl2 17/16 11 % 8-16d — — 550 735 885 — — — FHA18 17/16 173/4 8-16d — — 550 735 885 — — — FHA24.'. 17/16. 237/8. 8-16d — — 550 735 885 — — — FHA30: 17/e: 30. . : 8-16d — — 550 735 885 — — — MSTf26: 21/16 26 26-10dx11/2— — 1130 1510 1810 — — — M57136: 21/16 36 36-10dx11/2 — — 1565 2090 2505 — — — MS1148 21/16 48. 48-10dx1'/2 — — 21.35 2850 3420 — — — MSTI60 .21/ie .60 60-10dx11/2 — — 2760 . 3680 4415 — — — MS1172 2146: 72 72-10dx11/2 — —. 3310. 4415 4725 — — — MST27 21/16 •27 30-16d 4 14 2070 2760 .2790 1295 1725 2070 MST37 21/16. 371/2 42-16d 6 1/2 2860 3815 3815 1825 2435 2920 MST48 2'/1e 48 46-16d 8 1/2 3345 4460 4460 2225 2970 3560 MST60 10 21/16 60 56-16d 10 1/2 4350 5800 5800 2670 3565 4275 MST72 21/16 72 56-16d 10 1/2 4350 5800 5800 2670 3565 4275 PS2184 7 2; 18 — 4 5/6 — — — — — — PS4184 4:. 18 — 4 5/e — — — — — — PS720' 63/4 : . 20 — 8 1/2 — — — — — — HST2 21/2 211/4. — 6 54 —. — — 3130 4175 5005 HST5 5 211/4 — I12 5/8 — — — 6385 8510 10210 HST3 3 251/2 — 6 3/4 — — — 4645 6195 7435 HST6 6 251/2 — 12 3/4 — — — 9350 12465 14955 Strong -Tie caNNrCTo,15 Typical Floor - to -Floor Tie Installation showing Clear Span this application-LSTA36 Typical PS720 Installation Floor -to -Floor Clear Span Table Model No. Clear Span Fasteners (Total) Allowable Load (133) (160) MST37 18 20-16d 1905 2285 16 22-16d 2100 2515 MST48 18 32-16d 3135 3765 16 34-16d 3330 4000 . MST60 18 46-16d 4785 ! 5740 16 48-16d 4990 5800 MST72 18 56-16d 5800 5800 16 56-16d 5800 5800 MST136 18 14-10dx11/2 810 975 16 16-10dx11/2 930 1115 MS1148 18 26-10dx111 1545 ; 1855 16 28-10dxl'/2 1660 1990 MST160 18 38.10dxl1/2 2330 2800 16 40-10dx11/2 2455 I 2945 MS1172 18 50-10dx11/2 3065 I 3680 16 52-10dxl1/2 3190 3830 1. Loads have been increased 33% and 60% for earth- quake or wind loading with no further increase allowed. Floor loads may not be increased for other load durations. 2.16d sinkers (9 gauge x 31/4") or 10d commons may be substituted where 16d commons are specified at 0.84 of the table loads. 3. Allowable bolt loads are based on parallel -to -grain loading and these minimum member thicknesses: MST-21/2"; HST2, HST5-4"; HST3, HST6-41/2". 4. PS strap design loads must be determined for each installation. Bolts are installed both perpendicular and parallel -to -grain. 55 +3 1'B S• , • BC CAPS NEW! The BCS allows for the connection of 2-2x's to a 4x post or 3-2x's to a 6x post. Double shear nailing between beam and post gives added strength! The BC series offers dual purpose post cap/base for light cap or base connections. MATERIAL: 18 gauge FINISH: Galvanized INSTALLATION: • Use all specified fasteners. See General Notes. • BCS: install dome nails on beam; drive nails at an angle through the beam into the post below to achieve the table loads • Installed with 16d commons or 16dx21/2" joist hanger nails. • Not recommended for non -top -supported installations such as fences when used as a base. CODES: BOCA, ICBO, SBCCI No. NER-421; Dade County FL No. 92-0828.05; City of L.A. No. RR 25076 (except BCO). Model No:' Dlmensiont Fasteners (Each Side) Uplift Avg Ult Allowable Loads on & 160y WI, W2 Li L2 Hi H2 Surface A Surface B f Surface Uplift p Lateral CAPS BC4 ;.. 35/18 3546 27/6. .27/6 3 3 3-16d 3-16d 3100 980 1000 BC46 . 3548 51/2 4743 27/8 31/2 21/2 6.16d 3-16d - ,3100 980 1000.4_ 804161 4: 4 4 4 3. 3 6-16d 6-16d —. 3100 980 1000 BC6 51/2 51/2 4% 4% 3% 3% 6-16d 6-1.6d — 4700 1050 2000 BC6R 6 6 6 6 3 3 6-16d 6-16d — 4700 1050 2000 BC8 • 71/2 71/2 71/2 71/2 4 4 6-16d 6-16d — 5600 1800 2000 6C52 2/4 ; 3 / 39/10 27/8 `2 / 215/16 215/ib 4-10d 3-10d — 2697 780 1025 8C52.318 45/e. 59/o3 4%: 2?/6 3546 215/18 6-16d 3-16d — 3000 800 1495 BASES BC44 397-16 .— 314'' — . 2?4 — 3.16d — 4-16d — — 535 BC4t?R '' .. 4 — 4, 3 — 4-16d — 4-16d — — 535 BC460 51/2 — 3% — 3 — 4.16d — 4-16d — — 535 BC60 51/2 — 51/2 — 3 — 6-16d — 4-16d — — 535 BCS2-2/4 'Y U.S. Patent Nos. 4,291,996, and 4,480,941 Canada Patent 1,193,419 Other Patent Pending this one BC8 Cap/Base 1. Allowable loads have been increased 33% and 60% for earthquake or wind loading with no further Increase allowed; reduce for other load durations according to the code. SURFACE C SURFACE A BC6O Half Base (others similar) BC4 Cap/Base SURFACE 2006 WSEC Residential Compliance Form Prescriptive (Chapter 6) Options for all R Occupancies, Climate Zone 2 °' 1 Heat source: ALL SPOKANE COUNTY DIVISION OF BUILDING & PLANNING 1026 WEST BROADWAY AVENUE SPOKANE, WA 99260 509-477-3675 SITE ADDRESS: Ai 1( t-1cavwr: rt y 12,e PERMIT NO. VC) - 03 DATE: O7- 2`+'-z-o\o INSTRUCTIONS 1) Your permit will be prorvecad more efficiently if you provide all of the requested information. Department staff can help you with general questions about this form. Your building must match the selected option requirements without exceptions or substitutions. 2) Glazing percentage determines which option to choose. Complete the following glazing area calculation before proceeding to the option table below. GLAZING AREA CALCULATION: `cI $F. J SF. = SO % 1 TOTAL WINDOW AREA - HEATED FLOOR AREA (ALL FLOORS) = % OF GLAZING NOTE: Use rough opening (R/O) for window area. Include all half-lite and full-lite door glazing in this calculation. CAN'T COMPLY? If none of the Prescriptive (Chapter 6) Options below are acceptable, consider systems analysis (Chapter 4) or, Component Performance (Chapter 5) Approach. The main advantage is flexibility to juggle individual U-factors (R-values) as long as an overall maximum value isn't exceeded. Note that the overall performance requirements are no less stringent than the Prescriptive requirements. Calculations may be performed by hand or, using an acceptable computer software program. Helpful forms and other resources can be downloaded at http://www.enerov.wsu.edu/buldincis. Option Glazing Area": % of Floor Giazinc U-Factor Doors U-factor z Cerlrng Vaulted Ceiling' Wall Above Grade" Wall int` Below Grade Wall ext4 Below Grade s Floor SIab6 on Grade Vertical Overhead" ❑ I. 12% 0.35 0.58 0.20 R-38 R-30 R-21 int7 R-21 R-12 R-30 R-10 0 II.' 15% 0.35 0.58 0.20 R-38 R-30 R-19 + R-54 R-21 R-12 R-30 R-10 ❑ III. 17% 0.32 0.58 0.20 R-38 R-30 R-19 + R-58 R-21 R-12 R-30 R-10 ❑ IV. 25% Group R- 1 and R-2 Occupancies Only 0.35 0.58 0.20 R-38 / U-0.031 R-30 / U=0.034 R-21 int7 / U=0.054 R-15 R-12 R-30 / U=0.029 R-10 I F=0.54 ❑ V. Unlimited Group R-3 and R-4 Occupancies Only 0.35 0.58 0.20 R-38 R-30 R-19+ R-58 R-21 R-12 R-30 R-10 �`/ �d Vl. Unlimited Group R-3or and R-4 Occupancies • Only 0.30 0.58 0.20 R 38 Adv R-38 R-21 int7 R-21 R-12 R-30 R-10 ❑ VII. Unlimited Group R-1 and R-2 Occupancies Only 0.32 0.58 0.20 R-38 / U=0.031 R-30 / U=0.034 R-21 int7/ U=0.054 R-15 R-12 R-30 / U=0.029 R-10 / F=0.54 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 fisted. 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 complying with note 3. 'Add denotes Advanced Framed Ceiling. 3. Requirement applicable only to single rafter orjoist vaulted ceilings where both (a) the distance between the top of the ceiling and the underside of the roof sheathing is less than 12 inches and (b) there is a minimum 1-inch vented airspace above the insulation. Other single farter or joist vaulted ceilings shall comply with the 'ceiling' requirements. This option is limited to 500 square feet of ceiling area for any one dwelling unit. 4. Below grade walls shall be insulated either on the exterior to a minimum level of R-12, or on the interior to the same levels 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 insulations shall be a water resistant material, manufactured for its intended use, and installed according to manufacturer's specifications. 7. Int denotes standard framing 16 inches on center with headers insulated with a minimum or R-5 insulation. a. This wall insulation requirement denotes R-19 wall cavity insulation plus R-5 foam sheathing. 9. Doors, including all fire doors, shall be assigned default U-factors from Table 10-6C. 10. Where a maximum glazing area is listed, the total glazing area (combined vertical plus overhead) as a percent of gross conditioned floor area shall be less than or equal to that value. Overhead glazing with U-factor of U=4.40 or less is not included in glazing area limitations. 11. Overhead glazing shall have U-factors determined in accordance with NFRC 100 or as specified in Section 502.1.5. 12. Log and solid timber walls with a minimum average thickness or 3.5' are exempt from this insulation requirement • t 4 4�, _ Lo lilt , t I I � ! �I a r ( ' I ( 1 1 It ! f ( i •I I I 4 ( — � �.... ��.4��'�y?_-.. ,_ �� t _ - -dxr: Water -Resistive IAILLLLJLL 11 11 11 ( ! U.' -7'K � W . , Pt? 'l &"v Barrier required under siding I � ISI Lel lil I®I h I� I•I hI i��i i► ._!I I�.�.�I I��.11 �e =� eo Olt CAN M. Water -Resistive IAILLLLJLL 11 11 11 ( ! U.' -7'K � W . , Pt? 'l &"v Barrier required under siding I II r II 6 �j_o f�-o Ti t 9. I� o, FaAIL I h SII A 1� Jkl N1101.3.1—Attic insulation certification required as to - _ _ . _ R —value or coverage. Markers, attached to trusses or STAIRWAYS: Minimum width 36 in. with mm. tread _ rafters, required for every 300 sf of attic space with 1 run of 10 in., max. rise of 7 3/4 in. & nosingof 3/4-1 1/4 in G \ o inch high numbers for installed thickness of insulation.Min. 6 ft. 8 m. headroom. Enclosed usable space under er stairways requires 1 hour fire protection of %2 in. GWB GUARDRAILS & HANDRAILS: Design required to meet a i single concentrated load of 200 psf applied in any direction at any .� �� ,-, -___ r , �,•Yr .�.�, , �� Point along the top. In -fill components must meet 50 psf I concentrated load. Glazing in -fill must be designed for a safety factor of 4. , _ jnth --. ► `I I I I ; ,; I � I DECKS: Ledger board requires ''/Z" lag bolt @ 16" o.c. with t i I Ij flashingbehind. Guardrail in. hi ,,,�..,> � �' °� i� �� v high required if floor more than - - - I 30 in. above grade. Picket spacing no more than 4 in. apart. Posts I, , � � ��! require approved base and beam connectors. Min. 24 in. frost ; ..protection to finish grade with min. 12 in. footing base. �I I � I _ I I W� I 4 I I I j � �I I ,. t; II f : �'")�%y'i ��l �l'' ir��• ;;: ,�• f l l� °�'1 � � �� kr�•' , I ,! II I II i �I II (' !1 : �� li t EP Vj 't� t t ✓ [1737-11--] • �xXv.; - ►! '•.....r...•-'" y , I � r ?LA A. kilvfr (It ell tool H [Li t e 1 t i � x��'( pl��► AFI � II , .� Ro , 1 - - _ co �ffvA-e- S has -5fatje_� by 2 C� ovER FRAMING: Truss �d 4LCP ,.� �w d/la f/� 7� `� i manufacturer must provide / S �' I over frame specifications' [[[ ��, for the design loads. Ivy e, �� t o e, Z49 e. UTY Y. _ Of AIACKI► �, i t I I I � a N4025. -_ ,� - aDI.�IlVCg & I�ESIGl.. f��ET,;; 4817 N. KAREN RD. _OUS _ORCHARDS, WA. 99027 MIN at --- - �Ia79',OfWASHII\IGION mack-ii designsftotmail.com (509) 922-4074 I,/ � ISI Lel lil I®I h I� I•I hI i��i i► ._!I I�.�.�I I��.11 II r II 6 �j_o f�-o Ti t 9. I� o, FaAIL I h SII A 1� Jkl N1101.3.1—Attic insulation certification required as to - _ _ . _ R —value or coverage. Markers, attached to trusses or STAIRWAYS: Minimum width 36 in. with mm. tread _ rafters, required for every 300 sf of attic space with 1 run of 10 in., max. rise of 7 3/4 in. & nosingof 3/4-1 1/4 in G \ o inch high numbers for installed thickness of insulation.Min. 6 ft. 8 m. headroom. Enclosed usable space under er stairways requires 1 hour fire protection of %2 in. GWB GUARDRAILS & HANDRAILS: Design required to meet a i single concentrated load of 200 psf applied in any direction at any .� �� ,-, -___ r , �,•Yr .�.�, , �� Point along the top. In -fill components must meet 50 psf I concentrated load. Glazing in -fill must be designed for a safety factor of 4. , _ jnth --. ► `I I I I ; ,; I � I DECKS: Ledger board requires ''/Z" lag bolt @ 16" o.c. with t i I Ij flashingbehind. Guardrail in. hi ,,,�..,> � �' °� i� �� v high required if floor more than - - - I 30 in. above grade. Picket spacing no more than 4 in. apart. Posts I, , � � ��! require approved base and beam connectors. Min. 24 in. frost ; ..protection to finish grade with min. 12 in. footing base. �I I � I _ I I W� I 4 I I I j � �I I ,. t; II f : �'")�%y'i ��l �l'' ir��• ;;: ,�• f l l� °�'1 � � �� kr�•' , I ,! II I II i �I II (' !1 : �� li t EP Vj 't� t t ✓ [1737-11--] • �xXv.; - ►! '•.....r...•-'" y , I � r ?LA A. kilvfr (It ell tool H [Li t e 1 t i � x��'( pl��► AFI � II , .� Ro , 1 - - _ co �ffvA-e- S has -5fatje_� by 2 C� ovER FRAMING: Truss �d 4LCP ,.� �w d/la f/� 7� `� i manufacturer must provide / S �' I over frame specifications' [[[ ��, for the design loads. Ivy e, �� t o e, Z49 e. UTY Y. _ Of AIACKI► �, i t I I I � a N4025. -_ ,� - aDI.�IlVCg & I�ESIGl.. f��ET,;; 4817 N. KAREN RD. _OUS _ORCHARDS, WA. 99027 MIN at --- - �Ia79',OfWASHII\IGION mack-ii designsftotmail.com (509) 922-4074 I,/ .j Gel:__�1�1, G� Pail � �e =� eo Olt CAN .j Gel:__�1�1, G� Pail �