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2007, 11-08 Permit App: 07004031 Residence • Project Number: 07004031 Inv: 1 Application; Date: 11/8/2007 Page 1 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: NEW SFR-SEWER Contact: HOLECEK,BRIAN J&DARCIE N Address: 5207 N MAYHEW RD C-S-Z: SPOKANE VALLEY,WA 99216-1463 Setbacks:Front Left: Right: Rear: Phone: (509)924-1849 Group Name: Site Information Project Name Plat Key: Name: Range District: Nod Parcel Number: 46344.0207 Block: Lot: SiteAddress: 13428 E SANSON AVE Owner:Name: HOLECEK,BRIAN J&DARCIE N Address: 5207 N MAYHEW RD Location::CSV SPOKANE VALLEY,WA 99216-14 Zoning: UR-3.5 Urban Residential 3.5 Water District: 001 TRENTWOOD Hold: ❑ Area: 28,847 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Review .� Building Plan Review 9easedBy: Origin ly Released: 11/7/2007 By: tmelbourn Landuse/Zoning/HE Conditions Released By: j Originally Released: 10/10/2007 By: mbasinger Sewer Review Released By: Operator: jmm Printed By: JD Print Date: 11/8/2007 Project Number: 07004031 Inv: 1 Application) Date: 11/8/2007 Page 2 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit Contractor: OWNER Firm: OWNER Phone: (000)000-0000 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation 1&2 FAMILY R-3 VB 1,864 $170,295.04 1,864 $170,295.04 BASEMENT U R-3 VB 1,864 $27,960.00 1,864 $27,960.00 COV DECK R-3 VB 223 $3,345.00 223 $3,345.00 DECK OPEN R-3 VB 198 $2,970.00 198 $2,970.00 GARAGE U-1 VB 762 $14,478.00 762 $14,478.00 Totals: 4,911 $219,048.04 4,911 $219,048.04 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $1,665.75 WSBC SURCHARGE 1 SELECT $4.50 SF PLNS RVW<7999 SQ FT 1 SELECT $666.30 Permit Total Fees: $2,336.55 Mechanical Permit Contractor: OWNER Firm: OWNER Phone: (000)000-0000 Item Description Units Unit Desc Fee Amount DUCT SYSTEMS 1 NUMBER OF $10.00 GAS WATER HEATER 1 NUMBER OF $10.00 GAS PIPING 3 #OF UNITS $3.00 VENTILATING FANS 3 NUMBER OF $30.00 CLOTHES DRYER 1 NUMBER OF $10.00 RANGE 1 NUMBER OF $10.00 GAS LOG OR GAS INSERT 1 NUMBER OF $10.00 Permit Total Fees: $83.00 Operator: jmm Printed By: JD Print Date: 11/8/2007 Project Number: 07004031 Inv: 1 Application, Date: 11/8/2007 Page 3 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Plumbing Permit Contractor: OWNER Finn: OWNER Phone: (000)000-0000 Item Description Units Unit Desc Fee Amount TOILETSBIDETS 2 NUMBER OF $12.00 SINKS 4 NUMBER OF $24.00 SHOWERS 2 NUMBER OF $12.00 TUBS 1 NUMBER OF $6.00 DISH WASHERS 1 NUMBER OF $6.00 CLOTHES WASHER 1 NUMBER OF $6.00 SEWAGE EJECTOR 1 NUMBER OF $6.00 MISCELLANEOUS FIXTURES 2 NUMBER OF $12.00 Permit Total Fees: $84.00 Notes Payment Summary: Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $2,336.55 $2,336.55 $0.00 $2,336.55 Mechanical Permit $83.00 $83.00 $0.00 $83.00 Plumbing Permit $84.00 $84.00 $0.00 $84.00 $2,503.55 $2,503.55 $0.00 $2,503.55 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: jmm Printed By: JD Print Date: 11/8/2007 Permit Center RECEIVED BY 11703 E Sprague Ave,Suite Pr QF SPOKANE VALLEY PERMIT NUMBER: /Q 400%lier Spokane Valley,WA 99206 ,DCT 0 9 2007 PERMIT FEE: (509)688-0036 FAX:(509)688-003 www.spokanevalley.org PERMIT CENTER Community Development Residential Construction BY: ew ons ruction ❑ Accessory Bldg Permit Application Addition/Remodel ❑ Deck ❑ Other: SITE ADDRESS: /31/L3 6 ,❑aeon ASSESSORS PARCEL NO: 1/44 37 r .. 0070- LEGAL DESCRIPTION: Building Owner: 1 Contractor: Name: .jar I an �o'�l"€: HD lea Name: Address: 5'10;3- N vbei„f Address: City: c� 14ov1� State: Zip:7.7j/6 City: State: Zip: Phone: /[ 6 , j g447) Fax: / Phone: Fax: `� Contractor Lic No: Exp Date: Contact Person City Business Lic.No: Name: tay+, 1-1a(eCeK. Phone: •-7 9 9—a 3i-fg Describe the scope of work in detail: Cost of Project: $ 1 I I ,010 (A161 AI fred Ira riCkv- Proposed Use: , 1 vy,I@ 410A1 ly **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK:aif'., DIMENSIONS:__� #OF STORIES: ' TOTAL HABITABLE SPACE: MAIN FLOOR TO SQ. 2""FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: / AREA: FINISHED BASEMENT GARAGE SQ. FTG: DECK/'OV. PATIO .Q. FTG: 30% SLOPES ON SQ. FTG: 7 (p 2.— ill- Z.1.- PROPERTY: #OF BEDROOMS:3 CONSTR TION TYPE: T .I SPR SEPTIC? The permitee verifies,acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a dwelling,the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal,state or local laws, codes or ordinances.6) Plans or additional information may be required to be submitted, and subsequently approved before this application can tgprocessed. SIGNATURE:, 446,..„,t__-- DATE: /0 9-07—. Method of Pay nt: 0 Cash ❑ Check 0 Mastercard 0 VISA Bankcard#: Expires: VIN#: Authorized Signature: REVISED 2/15/07 RECEIVED BY CITY OF SPOI U `KANE VALLEY Permit Center U(, spokaollt;Nara, 11703 E Sprague Ave,Suite B-3 lr' PERMIT NUMBER: Spokane Valley,WA 99206 'Valley` (509)688-0036 FAX:(509)688-0037 PERMIT CENTER PERMIT FEE: Community Development www.spokanevalley.org BY: Mechanical Permit Application�cn Commercial A Residential SITE ADDRESS: (� ns a r men u.oe. Building Owner Name: . i'`si-cl 11 it Phone: e/jFax: Address: 5-go pJ k I'n) City. ` cgon e. State:IA-- Zip:9 /4, Contractors J cc�� Name: Phone: Fax: Address: Babe as above City: State: Zip: License No: City Business Lie: Contact Name: Phone: DESCRIPTION OF WORK #OF UNITS X COST = TOTAL AMOUNT 1 FUEL BURNING APPLIANCE Equal to or less than 100,000 X $12.00 = 2 FUEL BURNING APPLIANCE More than 100,000 X $15.00 = 3 UNLISTED APPLIANCE(Additional Fee) Equal to or less than 400,000 X $50.00 = 4 UNLISTED APPLIANCE(Additional Fee) More than 400,000 X $100.00 = 5 USED APPLIANCE(WSEC min.AFUE rating) Equal to or less than 400,000 X $50.00 , = 6 USED APPLIANCE(WSEC 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 I X $10.00 = 1 D 13 RANGE I X $10.00 = I Q c 14 DRYER I X $10.00 = I0 15 FUEL BURNING WATER HEATER I X $10.00 = ID O% 16 MISC.FUEL BURNING APPLIANCE X $10.00 = 17 GAS PIPING(each outlet) 3 X $1.00 = 3 cJ--- 18 DUCT SYSTEMS ( X $10.00 = ID`-% 19 VENTILATING FANS 3 , X $10.00 = 3o°Y- 20 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 4-15 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: SUBTOTAL 4-3-Z;Y7 ❑CASH 0 CHECK EJVISA 0 MC EXPIRES: PROCESSING FEE $35.00 CARD#: VIN: TOTAL PERMIT FEE DUE: // - AUTHORIZED SIGNATURE: REVISED 8/26/05 RECEIVED BA�tEv Permit center arr�� 11703 E Sprague Ave,Suite B-3 C1TM ? PERMIT NUMBER: *� Spokane Valley,WA 99206 O�1 Q 200 i �� (509)688-0036 FAX:(509)688-0037 l� wPERMIT FEE: ww.spokanevallev.org IT R Community Development Plumbing Permit Application Bid i • PERM cCl ENTEI 'Residential SITE ADDRESS: i 312g ig E Sa03 n Building Own Name: 'r I ct ^�! /y) rct Phone: qdzi....—/rvei Fax: Address: 5,9 G '4- !`� I r 6 yitew City: Y1(,� State: j�,'4— Zip:9902/4 Contractor �'• Name: Phone: Fax: Address: City: State: Zip: License No: City Business Lic: Contact Name: Phone: DESCRIPTION OF WORK #OF UNITS XCOST = TOTAL AMOUNT 1 TOILETS WATER CLOSET,BIDETS a X $6.00 = i3°-''2- 2 URINALS X $6.00 = =X $6.00 b 3 TUBS I 4 SHOWERS(PER TRAP) BATH,STALL,ON-SITE BUILT X $6.00 = Irk�' LAVSBASINS,BAR,FLOOR,KITCHEN, 5 SINKS LAUNDRY,UTILITY,JANITOR,PHOTO, X $6.00 = / X-RAY,FOOD,PREP/CULINARY MEAT (21./t° Ftp 6 DISHWASHER f X $6.00 ,= E, -� 7 CLOTHES WASHER I . _ c� X $6.00 8 GARBAGE DISPOSAL X $6.00 = 9 WATER SOFTENER X $6.00 , = 10 ELECTRIC HOT WATER TANK NOTE: IF GAS,SEE MECHANICAL X $6.00 = AREA,CASE,COIL,TRENCH, 11 FLOOR DRAINS CONDENSATE X $6.00 = 12 ROOF DRAINS/OVERFLOW DRAINS X $6.00 = 13 FOUNTAINS,DRINKING , X $6.00 = WATER PIPING/DRAIN-IN WASTE, NSTALLATION,ALTERATION,REPAIR, 14 VENT,PLUMBING,REVERSAL REVERSALS X $6.00 = " 15 SEWAGE EJECTOR GRINDER,SUMP PUMP I 'X $6.00 = , `' ICE AN/OR COFFEE MAKER,HOSE BIB, 16 WATER USING DEVICE STEAMER X $6.00 = D-) 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: �`7 PROCESSING FEE ❑CASH 0 CHECK 0 VISA 0 MC EXPIRES: $35.00 Card# VIN: TOTAL PERMIT FEE DUE: //g1,%.)-- AUTHORIZED SIGNATURE: REVISED 8/26/05 i i 3 c) 3 L Sc�v�SQ v� \] H-6 39-4. O:;C - RECEIVED BY C1TY OF SPOKANE VALLEY OCT 0 9 2007 SOV1SOII Avhitite, / 36- S� By: PERMIT CENTER 53 ;t t 4/. 30 / 1 t IT( ►J • APPROVED BY c1dLIOS 20061KC Ten Things You Must Know!! 1. R105.2 'Work Exempt From Permit"—Spokane County will maintain the 200 sq/ft threshold for one-story detached accessory structures used as tool and storage sheds, or similar uses. 2. Table R301.5 "Live Loads" —Attic storage is clarified in the footnotes of this table. An example: If two or more adjacent trusses with the same web configuration contain a rectangle 42 inches or greater in height by 24 inches or greater in width, located within the plane of the truss, a 20 .sf:v- •.• s. De a.. -• • the desi• of the bottom chord components affected. 3. R319.1.5 "Exposed Glued-laminated Timbers" —Those portions of glu-lam timbers that form structural supportof buildings/structures and are exposed to the weather, and not protected by a roof, eave, or similar covering shall be pressure treated, or naturally durable wood. 4. WAC AMENDMENT R327 "Protection Against Radon" —State adoption of IRC Appendix F for mitigation measures applicable for buildings constructed in "High Radon Potential Counties" (Spokane county). Appendix F, Section AF101.1 (WAC Amendment) no longer permits un-vented (conditioned) crawl spaces. Appendix F further requires passive radon vents to be installed in vented crawl spaces. WAC Amends R408.2, permitting 1:300 sq/ft ratios for ventilating crawl spaces. 5. R406.1 "Foundation Damp-proofing" —Language change removes "habitable or usable spaces", and replaces with "foundation walls that retain earth and enclose interior spaces and floors below grade..." effectively requiring damp-proofing of crawl space foundation walls. R406.2 similar for water-proofing. 6. R613.2 "Window Sills" —New section requires protection similar to guardrails (4" dia. sphere) for operable portions of windows less than 24 inches above the finished floor, and greater than 72 inches above the adjacent exterior grade or surface below. 7. R702.4.2 Tile Backer Board—Requires cement, fiber-cement, or glass mat gypsum backers for tile installation in tub and shower areas and wall panels in shower areas. 8. R703.2 and Table R703.4 "Water-resistive Barrier" —Felt, or other approved barriers (house wrap) are now required over all exterior wall studs or sheathing, and there is no longer an exception for not requiring such felt/barriers under panel sidings with shiplap joints. 9. R703.8 "Flashing" —The provisions for self-flashing windows (use if the window's mounting flange) has been eliminated. Approved corrosion-resistive flashings must be applied shingle fashion at all door/window openings. R613.1 requires window manufacturers to provide installation/flashing instructions for each window. 10. Washington State Energy Code Section 505.3 "Outdoor Lighting" — Luminaries providing outdoor lighting and permanently to residential buildings must be high efficiency (compact fluorescent) bulbs with pin style base. Exception allows incandescent fixtures controlled by motion sensors with integral photo sensors. WSEC TABLE 6-2 PRESCRIPTIVE REQUIREMENTS°4 FOR GROUP R OCCUPANCY CLIMATE ZONE 2 Glazing Glazing U-Factor Door9 Wall12 Wall? Wall? Slab6 intext4 Option Area10: U- Ceiling2 Ce ling3 Above Below Below Floors on of floor Factor Grade Grade Vertical Overhead„ Grade Grade 10% 0.40 0.58 0.20 R-38 R-30 R-21 R-21 R-12 R-30 R-10 int' II. 15% 0.40 0.58 0.20 R-38 R-30 R-19+ R-21 R-12 R-30 R-10 R-56 III. 17% 0.37 0.58 0.20 R-38 R-30 R-19+ R-21 R-12 R-30 R-10 R-58 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 WASHINGTON STATE UNIVERSITY 1-7 ENERGY PROGRAM ti WALL CONSTRUCTION TABLE R602.10.6 MINIMUM WIDTHS AND TIE-DOWN FORCES OF ALTERNATE BRACED WALL PANELS HEIGHT OF BRACED WALL PANEL Sheathed Width SEISMIC DESIGN CATEGORY AND TIE-DOWN 8 ft. 9 ft. 10 ft. 11 ft. 12 ft. WINDSPEED FORCE(Ib) 2'-4" 2'-8" 2'-8" 3'-2" 3'-6" SDC A,B,and C R602.10.6.1,Item 1 1800 1800 1800 2000 2200 Windspeed< 110 mph R602.10.6.1,Item 2 3000 3000 3000 3300 3600 Sheathed Width SDC D0,D] and 2'-8" 2'-8" 2'-8" Note a Note a DZ Windspeed< R602.10.6.1,Item 1 1800 1800 1800 — — 110 mph R602.10.6.1,Item 2 3000 3000 3000 — — For SI: 1 inch=25.4 mm, 1 foot=304.8 mm. a. Not permitted because maximum height is 10 feet. EXTENT OF HEADER DOUBLE PORTAL FRAME(TWO BRACED WALL PANELS) EXTENT OF HEADER r SINGLE PORTAL FRAME(ONE BRACED WALL PANEL) MIN.3"X 11.25" NET HEADER 1 1.1. • {• • .1F- 6'TO 18' 1--- r'. ..._!—�j. �. .n` .I• '! `�� FASTEN TOP PLATE TO HEADER WITH TWO TYPICAL PORTALS ,�• "s 1000 LB" FRAME . ROWS OF 16D SINKER NAILS AT 3"O.C.TYP. STRAP CONSTRUCTION t -. :1� •. ' 1000 LB STRAP OPPOSITE SHEATHING ,�, • •• •�• FORA PANEL SPLICE `•• .• .�. (IF NEEDED},PANEL `. FASTEN SHEATHING TO HEADER WITH BD COMMON OR \- •• •!• ; GALVANIZED BOX NAILS IN 3"GRID PATTERN AS SHOWN AND EDGES SHALL BE • ." MAX •!. `I BLOCKED,AND OCCUR •;• •'• 3"O.C.IN ALL FRAMING (STUDS,BLOCKING,AND SILLS)TYP. WITHIN 24"OF MID- •• :` HEIGHT .1. •1- 1, 1p ,,. ! / HEIGHT.ONE ROW OF ` ..r._.n.._e_.._ •;.I ! MIN.WIDTH=16"FOR ONE STORY STRUCTURES TYP.SHEATHING-TO- - �• MIN.WIDTH=24"FOR USE IN THE FIRST OF TWO FRAMING NAILING IS !. "iii ---I. STORY STRUCTURES REQUIRED. •• 'I• ,1. .. ,I, IF 2X4 BLOCKING IS :�: ,,```— MIN.2x4 FRAMING MIN. USED,THE 2X4'S MUST I, •▪1• DOUBLE BE NAILED TOGETHER •1• ,I, �_j"�-- 3/8"MIN.THICKNESS WOOD 2x4 POST �- J. STRUCTURAL PANEL SHEATHING WITH 3 16D SINKERS •• •1. •• --- MIN.4200 LB T1E-DOWN DEVICE(EMBEDDED INTO :: •' '1" CONCRETE AND NAILED INTO FRAMING) ` MIN.1000 LB ,• .,�, "r h TIE DOWN :..r•--�I T-'1'': T --�I SEE SECTION R602.10.6.2-14(-- 5/6 i.'s3CtaA. -goL.T" r DEVICE I I j � '�- t.<E'. M. T�'_ fl 4 h.':i-ra•vl i j i I _LJ t a:_ i--c.t.< i.-',A-Ti J av '-.,i A" ..- 3 I ' ` `Ir �a� I FIGURE R602.10.6.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING 140 2006 INTERNATIONAL RESIDENTIAL CODE® 11/07/07 10:23 FAX 509 534 9735_ GRAHAM CONSTRUCTION L 001 DCi • E GI EERS D ' AMATO CONVERSANO INC. October 29,2007 Mr. Brian Holecek Graham Construction and Management, Inc. Ph 509-534-1030 Re: Great Room Wall Framing. Dear Brian: I have reviewed the proposed framing for the Great Room of the"Gallery 12"house design. I think that standard construction will be adequate. The scissor trusses at the roof should be adequate with conventional eave framing. The wall should have a minimum of two full height studs in each mullion. I would also recommend that the horizontal mullions contain a dbI 2x6 minimum with A35 clips top and bottom each end. Please reference the attached sketch. The shear wall either side of the Great Room on the exterior wall should be adequate,so there is no need to add shear panels in this location. If you need any additional information or have other concerns please let me know. Thanks, D 0,.gin-.e0 • tfavv.0.2.,-14 Crai: ovule ' '., S.E. Assocla e * NAL w EXPIRES 1/28/0 , 601 W. RIVERSIDE, SUITE 600 • SPOKANE, WA 99201 • PHONE: (509) 455.4448 • FAX: (509) 455.7492 BELLEVUE SPOKANE EVERETT PORTLAND SAN DIEGO NOV 07 2007 09:28 509 534 9735 PAGE.01 1. ,:-.114.:4,,,LiVet„it.l.'il:_et;_•:4-,-.. .:., ,'..Ya.-,...i,v40:,,,,visfAt 4''lf,',..,,r,q),FRMOR;;;,!'1,7.:.; ftwiPaxi,,.x.;.:. ...,:ie,44416Fv,r4..,',. it lin Ilii4liSon;, ILi.itY,,,ir.'; ,'.. ACAii?istiviiz 'il.'04*,,-I A:4/'4,441.3iliVar /[it ti W',d ;,,i .. Ali - • ;!.-..:,'fi ,1.5v.x.7.,.... 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' • • .:i;; 4..).1.,,ii IAMtOrfeait4 ii-D- 7 Wt U -------.___rz____________ I -----P -----._ III r11 Iv it 12 4 i F;.---.-,-,-ff.-.--11:E—-----. 0 .,',,,liklatiflipt:'1,i 1‘.,'%''..4.'.:."..."-it..r.,..041,-.•`"1 ti..41\ff..,.:11.4..,fiy.,, 1 di rl. P:I 1,1-1(o-WCIA-1. ' _ _ orr ii Cfl -i- . 1 ./1 I ' ..U.C'.''.g.,1 '‘:. 1111 t i I i 1 _i _.-2..,...., e.; •;,, ,„1,- ,,.,..,,- , "7 ,,,, tirl • ._.._1— 111 Et LI 1 lq , :::.,____„, .1___,.__:: 1.7.,,l_____,____._:7J...-=--—J. k:Ft,:::-.....,;;-7.44:1:4,,ii 1',(;..-111;:?... •'.,,W n 111/1 4" II 1' A 1-4 r -rill . ,.::1'!..-:''\.l.;•.-''''''',...i:r:,•.;,.,:;,..,_7..-,,..l.:.,::;::''''''':.1..c.i'cr'....',',;.,1:41, :!..t,,'?I',::.','CiF.'''':i4.,4.ii.:::..1-' ,1:11:':'1::.ft:'',..-"'1:'‘;''lli'''; 1: . i......;;;;.: J. •, ,, .-Ti ...,,:!:;.„..:... .:,..•;,..,..;,.!-.- ,. „ ... ? .r, :.-. . . v, ...,<,' .......... . ,, j _1.- I .P10 r I-in ,-.11.1 6 ib' °1-• ,-/ . I': :..., .. di Ljt 5IMKON ikSto .• Ft)1,1, 171(tU 14T- rbp i e01 eik C-t4)(Ile IX 6 h'ij-2 br"l'i-11- " ------ 1 -- -pst. 24..6,IA 03 —1 Alk r - 1 i L u T(P itKL, D ljr11[1.1[ a flli 1 4 191-1t, ,A,A17 n •• D L J i • . . ( . ----- Igc, - NI ;,.. Et.....,,,. 0.L./:.:...,.. I FOUNDATIONS R404.1.1 Masonry foundation walls.Concrete masonry comply with the provisions of this section and the applicable and clay masonry foundation walls shall be constructed as provisions of Section R402.2.In Seismic Design Categories set forth in Tables R404.1.1(1),R404.1.1(2), R404.1.1(3) D,and D2,concrete foundation walls shall comply with Sec- and R404.1.1(4)and shall also comply with the provisions tion R404.1.4. of this section and the applicable provisions of Sections R606, R607 and R608. In Seismic Design Categories D, R404.1.3 Design required.A design in accordance with ac- and D2, concrete masonry and clay masonry foundation cepted engineering walls shall comply with Section R404.1.4. Rubble stone or p g g practice shall be provided for concrete masonry foundation walls shall be constructed in actor- masonry foundation walls when any of the following con di dance with Sections R404.1.8 and R606.2.2.Rubble stone tions exist: masonry walls shall not be used in Seismic Design Catego- 1. Walls are subject to hydrostatic pressure from ground- ries D, and D2. water. R404.1.2 Concrete foundation walls.Concrete foundation 2. Walls supporting more than 48 inches (1219 mm)of walls shall be constructed as set forth in Tables R404.1.1(1), unbalanced backfill that do not have permanent lateral R404.1.1(2), R404.1.1(3) and R404.1.1(4), and shall also support at the top and bottom. TABLE R404.1.1(1) PLAIN CONCRETE AND PLAIN MASONRY FOUNDATION WALLS PLAIN CONCRETE MINIMUM NOMINAL WALL PLAIN MASONRY°MINIMUM NOMINAL WALL THICKNESS(inches) THICKNESS(inches) MAXIMUM Soil classes' MAXIMUM WALL UNBALANCED HEIGHT BACKFILL HEIGHT` GW,GP,SW GM,GC,SM, SC,MH,ML-CL GW,GP,SW GM,GC,SM, SC,MH,ML-CL and (feet) (feet) and SP SM-SC and ML and inorganic CL and SP SM-SC and ML inorganic CL 5 4 6 6 6 6 solid'or 8 6 solidd or 8 6 solidd or 8 5 6 6 6 6 solidd or 8 8 10 4 6 6 6 6 solid'or 8 6 solid'or 8 6 solidd or 8 6 5 6 6 6 6 solid°or 8 8 10 6 6 8g 8g 8 10 12 4 6 6 6 6 solidd or 8 8 8 7 5 6 6 8g 6 solidd or 8 10 10 6 6 8 8 10 12 10 solidd 7 8 8 10 12 10 solidd 12 solidd 4 6 6 6 6 solidd or 8 6 solidd or 8 8 5 6 6 8 6 solidd or 8 10 12 8 6 8g 8 ]0 10 12 12 solid° 7 8 10 10 12 12 solidd Footnote e 8 10 10 12 10 solidd 12 solidd Footnote e 4 6 6 6 6 solidd or 8 6 solidd or 8 8 5 • 6 8g 8 8 10 12 9 6 8 8 10 10 12 12 solid° 7 8 10 10 12 12 solidd Footnote e 8 10 10 12 12 solidd Footnote e Footnote e 9 10 12 Footnote f Footnote e Footnote e Footnote e For SI: 1 inch=25.4 mm, 1 foot=304.8 mm,1 pound per square inch=6.895 Pa. a. Mortar shall be Type M or S and masonry shall be laid in running bond.Ungrouted hollow masonry units are permitted except where otherwise indicated. b. Soil classes are in accordance with the Unified Soil Classification System.Refer to Table R405.1. c. Unbalanced backfill height is the difference in height of the exterior and interior finish ground levels.Where an interior concrete slab is provided,the unbalanced backfill height shall be measured from the exterior finish ground level to the top of the interior concrete slab. d. Solid grouted hollow units or solid masonry units. e. Wall construction shall be in accordance with Table R404.1.1(2)or a design shall be provided. f. A design is required. g. Thickness may be 6 inches,provided minimum specified compressive strength of concrete,f',.,is 4,000 psi. 72 2003 INTERNATIONAL RESIDENTIAL CODE® FOUNDATIONS TABLE R404.1.1(2) REINFORCED CONCRETE AND MASONRY'FOUNDATION WALLS MINIMUM VERTICAL REINFORCEMENT SIZE AND SPACING°•`FOR 8-INCH NOMINAL WALL THICKNESS MAXIMUM WALL IMAXIMUM UNBALANCED Soil classes° HEIGHT I BACKFILL HEIGHT` (feet) I (feet) GW,GP,SW and SP soils GM,GC,SM,SM-SC and ML soils SC,MH,ML-CL and inorganic CL soils 6 5 #4 at 48"o.c. #4 at 48"o.c. #4 at 48"o.c. 6 #4 at 48"o.c. #4 at 40"o.c. #5 at 48"o.c. 4 #4 at 48"o.c. #4 at 48"o.c. #4 at 48"o.c. 7 5 #4 at 48"o.c. #4 at 48"o.c. #4 at 40"o.c. 6 #4 at 48"o.c. #5 at 48"o.c. #5 at 40"o.c. 7 #4 at 40"o.c. #5 at 40"o.c. #6 at 48"0.c. 5 #4 at 48"o.c. #4 at 48"o.c. #4 at 40"o.c. 8 6 #4 at 48"o.c. #5 at 48"o.c. #5 at 40"o.c. 7 #5 at 48"o.c. #6 at 48"o.c. #6 at 40"o.c. 8 #5 at 40"o.c. #6 at 40"o.c. #6 at 24"o.c. 5 #4 at 48"o.c. #4 at 48"o.c. #5 at 48"o.c. 6 #4 at 48"o.c. #5 at 48"o.c. #6 at 48"o.c. 9 7 #5 at 48"o.c. #6 at 48"o.c. #6 at 32"o.c. 8 #5 at 40"o.c. #6 at 32"o.c. #6 at 24"o.c. 9 #6 at 40"o.c. #6 at 24"o.c. #6 at 16"o.c. For SI: 1 inch=25.4 torn,I foot=304.8 mm. a. Mortar shall be Type M or S and masonry shall be laid in running bond. b. Alternative reinforcing bar sizes and spacings having an equivalent cross-sectional area of reinforcement per lineal foot of wall shall be permitted provided the spacing of the reinforcement does not exceed 72 inches. c. Vertical reinforcement shall be Grade 60 minimum.The distance from the face of the soil side of the wall to the center of vertical reinforcement shall be at least 5 inches. d. Soil classes are in accordance with the Unified Soil Classification System.Refer to Table R405.1. e. Unbalanced backfill height is the difference in height of the exterior and interior finish ground levels.Where an interior concrete slab is provided,the unbalanced backfill height shall be measured from the exterior finish ground level to the top of the interior concrete slab. TABLE R404.1.1(3) REINFORCED CONCRETE AND MASONRY'FOUNDATION WALLS VERTICAL REINFORCEMENT SIZE AND SPACING''''FOR 12-INCH NOMINAL WALL THICKNESS MAXIMUM WALL MAXIMUM UNBALANCED Soil classes° HEIGHT BACKFILL HEIGHT` (feet) (feet) GW,GP,SW and SP soils GM,GC,SM,SM-SC and ML soils SC,MH,ML-CL and inorganic CL soils 4 #4 at 72"o.c. #4 at 72"o.c. #4 at 72"o.c. 7 5 #4 at 72"o.c. . #4 at 72"o.c. #4 at 72"o.c. 6 #4 at 72"o.c. #4 at 64"o.c. #4 at 48"o.c. 7 #4 at 72"o.c. #4 at 48"o.c. #5 at 56"o.c. 5 #4 at 72"o.c. #4 at 72"o.c. #4 at 72"o.c. 8 6 #4 at 72"o.c. #4 at 56"o.c. #5 at 72"o.c. 7 #4 at 64"0.c. #5 at 64"o.c. #4 at 32"o.c. 8 #4 at 48"o.c. #4 at 32"o.c. #5 at 40"o.c. 5 #4 at 72"o.c. #4 at 72"o.c. #4 at 72"o.c. 6 #4 at 72"o.c. #4 at 56"o.c. #5 at 64"o.c. 9 7 #4 at 56"o.c. #4 at 40"o.c. #6 at 64"o.c. 8 #4 at 64"o.c. #6 at 64"o.c. #6 at 48"o.c. 9 #5 at 56"o.c. #7 at 72"o.c. #6 at 40"o.c. For SI: 1 inch=25.4 mm,1 foot=304.8 mm. a. Mortar shall be Type M or S and masonry shall be laid in running bond. b. Alternative reinforcing bar sizes and spacing having an equivalent cross-sectional area of reinforcement per lineal foot of wall shall be permitted provided the spacing of the reinforcement does not exceed 72 inches. c. Vertical reinforcement shall be Grade 60 minimum.The distance from the face of the soil side of the wall to the center of vertical reinforcement shall be at least 8.75 inches. d. Soil classes are in accordance with the Unified Soil Classification System.Refer to Table R405.1. e. Unbalanced backfill height is the difference in height of the exterior and interior finish ground levels.Where an interior concrete slab is provided,the unbalanced backfill height shall be measured from the exterior finish ground level to the top of the interior concrete slab. 2003 INTERNATIONAL RESIDENTIAL CODE@ 73 Reinforcement for openings in plain concrete 2) #5 rebar o extend 24 .nches beyond (2) #5 re.ar to extend opening. beyond op.ning. Doorway: do not re.uire rebar in t ! in bottom of opening. 1909.6.3 Openings in walls.Not less than two No. 5 bars shall be provided around window and door openings. Such bars shall extend at least 24 inches (610 mm) beyond the corners of openings. * All openings for windows and doors in structural plain concrete walls must be bound by two No. 5 (16) bars as follows. For openings not extending to the bottom of the wall,the bars must be placed on all four sides of the opening. For openings extending to the bottom of the wall,the bars are only necessary along the sides and top. To provide continuity at the corners of the openings,the bars must extend 24 inches (610 mm) past the corners. These extensions should occur at all four corners of an opening not extending to the bottom of the wall, and at the two top corners for other openings. WALL CONSTRUCTION FIG R611.7(3) MIDDLE OF SPAN,A. NO.4 CONTINUOUS BAR R611 7(4) NOT REQUIRING STIRRUPS AS REQUIRED IN -611.7(5 SEE TABLE R611.7(2), R611.7(3), SECTION R611.7.1 R611.7(4), R611.7(5), OR R611.7(8) TOP OF WALL STORY R6 7(s) LINTEL REINFORCEMENT -611.7(7 AS REQUIRED 0 E I A 2 o I --LINTEL-- I -,- ----I- -- — ------ r L7 i /� /,ii/ L L<2' (0.61 m) 24" L > 2' 0.61 m) 24" 0.6m m6 m6 I I I OPEN REINFORCEMENT WALL REINFORCEMENT AS REQUIRED PER AS REQUIRED TABLE R611.7(1) FIGURE R611.7(2) REINFORCEMENT OF OPENINGS 1.5 IN.MIN. 2.5 IN.MAX.-- T— 1,4_ 1 • ■■i ■■I NM ■■, :E; 4" MilNO .4 BAR LINTEL ■■l ■■1 REINFORCEMENT REQUIRED I SEE TABLE R611.7(2), I j j NMI R611.7(3),R611.7(8), —0. ■■i ��: d MINIMUM NO.3 STIRRUP R611.7(9)OR R611.7(10). ►D �� M AS REQUIRED liln NMI ■■U ■■1 IIIIIII MI M j um INSULATING FORM NMI MI --I—Mil NEI MI , NMI NMI 1.5 IN.MIN. 2.5 IN.MAX. HORIZONTAL LINTEL REINFORCEMENT AS REQUIRED For SI: 1 inch=25.4 mm. NOTE:Section cut through flat wall. I FIGURE R611.7(3) ICF LINTELS FOR FLAT AND SCREEN-GRID WALLS 186 2003 INTERNATIONAL RESIDENTIAL CODE® WALL CONSTRUCTION f . R611.7.1.3 Horizontal steel. Concrete walls with a screen-grid walls over the length of the opening.When the , minimum thickness of 4 inches (102 mm) shall have a depth of concrete above the opening is less than 12 inches minimum of one continuous No.4 horizontal reinforc- for flat or waffle-grid walls,lintels in accordance with Sec- ing bar placed at 32 inches(812 mm)on center with one tion R611.7.3 shall be provided. Reinforcement around bar within 12 inches (305 mm) of the top of the wall openings shall be provided in accordance with Table story. Concrete walls 5.5 inches (140 mm) thick or R611.7(1)and Figure R611.7(2).All reinforcement placed greater shall have a minimum of one continuous No.4 horizontally above or below an opening shall extend a mini- horizontal reinforcing bar placed at 48 inches (1219 mum of 24 inches(610 mm)beyond the limits of the open- mm) on center with one bar located with in 12 inches ing. Wall opening reinforcement shall be provided in (305 mm)of the top of the wall story. addition to the reinforcement required by Sections R611.3, For townhouses in Seismic Design Category C, the R611.4, R611.5 and R611.7.1. The perimeter of all wall minimum horizontal reinforcement shall be one No. 5 openings shall be framed with a minimum 2-inch by 4-inch at 24 inches(610 m)on center or one No.4 at 16 inches plate,anchored to the wall with'/Z inch(12.7 mm)diameter I (407 mm)on center.For all buildings in Seismic Design anchor bolts spaced a maximum of 24 inches(610 mm)on Categories D and D , the minimum horizontal rein- center.The bolts shall be embedded into the concrete a mini- forcement shall be one No.5 at 18 inches(457 mm)on mum of 4 inches(102 mm)and have a minimum of 1'/2(38 center or one No.4 at 12 inches(305 mm)on center. mm)inches of concrete cover to the face of the wall. Horizontal reinforcement shall be continuous around Exception: The 2-inch by 4-inch plate is not required building corners using corner bars or by bending the where the wall is formed to provide solid concrete bars.In either case,the minimum lap splice shall be 24 around the perimeter of the opening with a minimum inches (610 mm). For townhouses in Seismic Design depth of 4 inches(102 mm)for the full thickness of the Category C and for all buildings in Seismic Design Cat- wall. egories Dl and D2,each end of all horizontal reinforce R611.7.3 Lintels. ment shall terminate with a standard hook or lap splice. R611.7.1.4 Lap Splices.Where lap splicing of vertical R611.7.3.1 General requirements. Lintels shall be or horizontal reinforcing steel is necessary, the lap provided over all openings greater than or equal to 2 feet splice shall be in accordance with Figure R611.7.1.4 (610 mm) in width. Lintels for flat ICF walls shall be and a minimum of 40db,where db is the diameter of the constructed in accordance with Figure R611.7(3) and smaller bar. The maximum distance between Table R611.7(2) or R611.7(3). Lintels for waffle-grid noncontact parallel bars at a lap splice shall not exceed ICF walls shall be constructed in accordance with Fig- ure R611.7(4)or Figure R611.7(5)and Table R611.7(4) or R611.7(5).Lintels for screen-grid ICF walls shall be R611.7.1.5 Standard hook.Where the free end of a re- constructed in accordance with Figure R611.7(6) or inforcing bar is required to have a standard hook, the Figure R611.7(7). Lintel construction in accordance hook shall be a 180-degree bend plus 4db extension but with Figure R611.7(3) shall be permitted to be used not less than 2'/2 inches,or a 90-degree bend plus 12db with waffle-grid and screen-grid ICF wall construction. extension. Lintel depths are permitted to be increased by the height R611.7.2 Wall openings.Wall openings shall have a mini- of the ICF wall located directly above the opening,pro- mum of 8 inches(203 mm)of depth of concrete for flat and vided that the lintel depth spans the entire length of the waffle-grid ICF walls and 12 inches (305 mm) for opening. TABLE R611.7(1) MINIMUM WALL OPENING REINFORCEMENT REQUIREMENTS IN ICF WALLS WALL TYPE AND MINIMUM HORIZONTAL MINIMUM VERTICAL OPENING WIDTH(L)(feet) OPENING REINFORCEMENT OPENING REINFORCEMENT Flat,Waffle-,and Screen-Grid: None required None required L<2(0.61) In locations with wind speeds less than or equal to 110 mph(177 km/hr)or in Seismic Design Categories A and B,provide one No.4 Provide lintels in accordance with Section R611.7.3. bar for the full height of the wall story within 12 inches(305 mm)of Flat,Waffle-,and Provide one No.4 bar within 12 inches(305 mm)from the each side of the opening. Screen-Grid: bottom of the opening.Top and bottom lintel L_>2(0.61) reinforcement shall extend a minimum of 24 inches(610 In locations with wind speeds greater than 110 mph(177 km/hr), mm)beyond the limits of the opening. townhouses in Seismic Design Category C,or all buildings in Seismic Design Categories D,and D,,provide two No.4 bars or one No.5 bar for the full height of the wall story within 12 inches(305 mm)of each side of the opening. For SI: 1 inch=25.4 mm,1 foot=304.8 mm,1 mile per hour=1.609 km/h. NOTE:This table is based on concrete with a minimum specified compressive strength of 2,500 psi,reinforcing steel with a minimum yield strength of 40,000 psi and an assumed equiva- lent rectangular cross section.This table is not intended to prohibit the use of ICF manufacturer's tables based on engineering analysis in accordance with ACI 318. 172 2003 INTERNATIONAL RESIDENTIAL CODE® WALL CONSTRUCTION TABLE R611.7(2) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLSa,b•`.a,r NO.4 BOTTOM BAR SIZE MAXIMUM CLEAR SPAN,(feet-inches) (Number is Middle of Span,A)e Supporting Light Framed Supporting ICF Second Story Supporting Roof Only 2nd Story and Roof and Roof MINIMUM LINTEL Ground Snow Load THICKNESS,T LINTEL DEPTH,D (inches) (inches) 30 psf 70 psf 30 psf psf 30 psf 70 psf 8 4-9 4-2 3-10 3-4 3-5 3-1 (1-2) (0-9) (0-8) (0-6) (0-6) (0-5) 12 6-8 5-5 5-0 4-5 4-b 4-0 111 ) ( ) (13) 4 i I10)' l („:::, z . a., . 2 e._ • I-3y .� :-910 `20 a f...1-- ,, 7-6 6:<' . ,- T�6 7 .. 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''„'''4/U For SI: 1 inch=25.4 mm, 1 foot=304.8.mm,1 pound per square inch=6.895 kN/m2,1 pound per square foot=0.0479 kN/m2. a. This table is based on concrete with a minimum specified compressive strength of 2,500 psi,reinforcing steel with a minimum yield strength of 40,000 psi and an assumed equivalent rectangular cross section.When reinforcement with a minimum yield strength of 60,000 psi is used,the span lengths in the shaded cells shall be increased by 1.2 times the table values. b. This table is not intended to prohibit the use of ICF manufacturer's tables based on engineering analysis in accordance with ACI 318. c. Deflection criteria:L'240. d. Design load assumptions: Floor dead load is 10 psf Attic live load is 20 psf Floor live load is 30 psf Roof dead load is 15 psf Building width is 32 feet ICF wall dead load is 69 psf Light-framed wall dead load is 10 psf e. No.3 stirrups are required at d/2 spacing except no stirrups are required for the distance,(A),shown in the middle portion of the span in accordance with Figure R611.7(2)and Section R611.7.3.2. f. Interpolation is permitted between ground snow loads and between lintel depths. 173 2003 INTERNATIONAL RESIDENTIAL CODE® WALL CONSTRUCTION TABLE R611.7(3) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLSa,b,c,e,t NO.5 BOTTOM BAR SIZE MAXIMUM CLEAR SPAN,(feet-inches)(Number is Middle of Span,A)e Supporting Light Framed 2nd Story Supporting ICF Second Story and Supporting Roof and Roof Roof MINIMUM LINTEL Ground Snow Load THICKNESS,T LINTEL DEPTH,D (inches) (inches) 30 psf 70 psf 30 psf 70 psf 30 psf 1 70 psf 8 4-9 4-2 3-11 3-7 3-7 3-5 (1-2) (0-9) (0-8) (0-6) (0-6) (0-5) 12 7-2 6-3 5-11 5-5 5-5 5-0 (1-11) (1-3) (1-1) (0-10) (0-10) (0-8) 3.5 16 9-6 8-0 7-4 6-6 6-7 5-11 (2-9) (1-9) (1-6) (1-2) (1-2) (1-0) s 20 11-1 9-1 8-4 7-5 7-6 6-9 1 (3-5) (2-3) (1-11) (1-6) (1-7) 1 (1-3) 24 12-2 10-0 9-3 8-2 i 8-4 7-6 , (4-1) (2-9) (2-4) (1-10) (1-11) (1-6) 8 5-6 4-10 4-7 4-2 4-2 3-10 (1-10) (1-2) (1-0) (0-9) (0-10) (0-8) 12 8-3 6-9 6-3 5-6 5-7 5-0 (3-0) (2-0) (1-9) (1-4) (1-4) (1-1) 9-9 8-0 i_5 6-6 6-7 6-0 5.5 16 (4-1) (2-9) i (2-5) (1-10) ; (i-11) (1-7) ); 10-11 I 9-0 8-4 7-5 + 7-6 6-9 20 ;:. (5-3) i (3-6) i (3-1) (2-4) l (2-5) (2-0) 12-0 9-11 9-3 8-2 8-3 7-6 24 �. *OMIn (43) (3-8) (2-11) (3-0) (2-5) 8 6-1 5-2 4-9 4-3 4-3 3-10 (2-6) (1-8) (1-5) (1-1) (1-1) (0-I n 8-2 6-9 6-3 5-6 ' 5-7 5-0 12 (4-0) (2-8) (2-4) (1-10) (1-10) (1-6) -.'; 9-7 7-11 7-4 6.6 6-7 6-0 7.5 16 ,_ (5-5) ; (3-8) ; (3-3) (2-6) i (2-7) (2-2) 4: 10-10 8-11 8-4 I 7-4 7-6 6-9 20 .., (6-10) (4-8) I (4-2) . (3-3) ! (3-4) (2-9) K... 11-10 9-10 9-2 i 8-1 8-3 7-5 24 E pv (8-2/,,,,-,.-2,,,,,:,,-.:,(5,,. _ (5-1) (3-11) (4-1) (3-4) 8 6-4 5-2 4-10 4-3 1 4 3.11 (3-1) (2-1) (1-9) (1-5) (1-5) (1_2) t - _ 8-2 6-S 6-2 5-6 5-7 5-0 12 (5-0) (3-4) (3-0) (2-4) (2-5) (1-11) — 9.5 16 9-6 7-11 7-4 6-6 j 6-7 5-11 (6-9) 1 (47) ; (4-2) (3-3) (3-4) (2-8) 10-8 1 6-10 8-3 7-4 7-5 6-9 20 (8_4) i (5-10) (5-4) (3-2) ( (4-3) ! (3-6) 24 11-7 9-9 9-0 8-1 ) 8-2 7-5 .H (10-0) (6-11):, ,), (6-5) (5-(i) 1 (5-2) (`�-3) For SI: 1 inch=25.4 mm,1 foot=304.8 mm,1 pound per square inch=6.895 kN/m',I pound per square foot=0.0479 kN/m'. a. This table is based on concrete with a minimum specified compressive strength of 2,500 psi,reinforcing steel with a minimum yield strength of 40,000 psi and an assumed equivalent rectangular cross section.When reinforcement with a minimum yield strength of 60,000 psi is used the span lengths in the shaded cells shall be increased by 1.2 times the table values. b. This table is not intended to prohibit the use of ICF manufacturer's tables based on engineering analysis in accordance with ACI 318. c. Deflection criterion:71240. d. Design load assumptions: Floor dead load is 10 psf Attic live load is 20 psf Floor live load is 30 psf Roof dead load is 15 psf Building width is 32 feet ICF wall dead load is 69 psf Light-framed wall dead load is 10 psf e. No.3 stirrups are required at d2 spacing except no stirrups are required for the distance,(A),shown in the middle portion of the span in accordance with Figure R6I 1.7(2)and Section R611.7.3.2. f. Interpolation is permitted between ground snow loads and between lintel depths. 174 2003 INTERNATIONAL RESIDENTIAL CODE® Spo01CITY of 11Akatt kane .,Mil1ey FOR INSPECTIONS CALL 509-688-0054 YOUR BUILDING INSPECTOR IS: EAST AREA PRESS 1 SOUTH AREA PRESS 2 [ 'NORTH AREA PRESS 3 THIS CARD MUST BE POSTED ON JOB SITE COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION INSPECTION RECORD lit 11703 E.Srague Ave,B-3 Job Address 1 314 21•%1 bat%IS�� Spokane Valley,WA 99216 Inspection request line(509)688-0054 PERMIT NO: D7OO4O31 ********THIS CARD, PERMIT AND APPROVED PLANS SHALL BE ON JOB SITE AT ALL TIMES******* DATE INSPECTOR DATE INSPECTOR SETBACKS WATER PIPING FOOTINGS DRAIN/WASTE/VENT REINFORCEMENT INSULATION UNDERGROUND FIREWALL/GWB RADON FIRE PROTECTION SYSTEM FRAMING HVAC SYSTEM GAS PIPING FINAL BUILDING DUCT WORK FIRE S133H593O —_ ---- -----------------� --------------------_------L------ I 133HS I I I I I :ON HOF I I -- - - ---- - ----T ----- - - --- - I310N S'd :3'1V0S — — — — — -- — — — — — — :31vaFFF__ - - - SN01530 ZI AN3ll\'!) 30 'UH1,1011d 1111.3UV ONV AH 03NMO IOIXOO011d ')INOM IYN101N0 111IJ. dHV 1'73HS SIH I. 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'amAnd .LI as dut).&I I 09 lal�hm 17N0I1d0 VNIald CoWid 011.r/E UNIT.) s IMNI OC•a NO117'W19NOO ��Ym a01a31x3 9a00a'9am1 1d0�9 7OO„9x,Ll -avi9 7N77.r WOO 7TTTI7A1'NOd .9 jr iNOf N719MA.7 „ref as 101119 071 AXI 70.9r r'9v .OI X via .UI Ill �I "20.'I f 9CIrO 1LL.V1L r'10 .91 s 9CfiL9 -an VXZ MH9'aUld .Lt X -- a3n0 vwale a01a31x3 ME! d�15 710�C1 � aNO.l39 'vld - '09 Wlbu N�arx�gl^'llw 9 9anvav wad'Nlw s 'a"O ,AI s "919r '>Io3a 9xt NO 18101.19 1178 /m vNI�10Xa _ �xL�aO txL L_11 1_ _ 'g Woai A1m13dons NINICaO 332Ji •main s b0::1NOi Ino �1s3z;300ia a3a1v3a s1 3111nSN1 r bwA S03dS '30'19 Fr— a136 111m VNIN1713N 111M MOM O1NI „9 NVH1 3aOW H010a0N3 TN0011d� 10N•b300C'103XI31 01NMNVWN3d 03n0�C, $03dS'?�799 as '--� ONIO19 03HSINi „?i , 2"r S alrzs wrwulvw .9r a3n3vlNva j 1x�uXao9a ano9 11.1.179 vrinlea . 'amAnd .LI as dut).&I I 09 lal�hm 17N0I1d0 VNIald CoWid 011.r/E UNIT.) s IMNI OC•a NO117'W19NOO ��Ym a01a31x3 GENERAL NOTES 1. All construction to be in accordance with 2003 IRC, local, and state building code requirements. 2. The builder shall verify all dimensions and conditions on drawings and shall be responsible for all adjustments and corrections made to the drawings in the field. 3. Written dimensions on these drawings shall have precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job and this office must be notified of any variations from the dimensions and conditions on these drawings. FRAMING 1, Use 4" tongue and groove plywood subfloor nailed or screwed and glued, or as specified on drawings. See Table R503.2.1.1(1 &2). 2. All joists or beams framing into beams, headers, or girders shall be supported with "U" type ore equal) 9 PP YP Simpson P ( q ) beam hangers. All post/beam connections to be made with approved connectors where it is required. 3. Provide solid blocking between joists and rafters at bearing walls. Provide joist blocking at all intermediate supports (2003 IRC R502.7) 4. All plywood to be standard grades with exterior glue. Plywood nailing to be 8d common at 6" O.C. at edges and 12" O.C. at intermediate bearings. Install Z" roof sheathing and 4" floor sheathing with the face grain perpendicular to supports. 5. All exterior doors or doors to unheated spaces to be solid core and weatherstripped. 15. Asphalt -saturated felt free from holes and breaks, 6. Doors between the garage and residence shall be 1 e" thick solid wood, solid or honeycomb core steel, or 20 minute fire -rated (Sect. R309.1). 7. Minimum ceiling height in habitable rooms & kitchens to be 7'0". Halts, bathrooms, stairwells, and toilet compartments can be reduced to 6'8". 8. All joists parallel to partitions over and headers are to be doubled. 9. Install Simpson H-2.5 tie downs (or equal) at each rafter tail. 10. Foundation cripple studs shall not be less in size than the studding for an additional story. Foundation studs of bearing walls and partitions shall be thoroughly and effectively braced. 11 )=ire blocking and draft stopping shall be installed to cut of all concealed draft openings (both vertical and horizontal) and shall form an effective barrier between floors, between a top story and a roof or attic space, and shall subdivide attic spaces, concealed roof spaces and floor -ceiling assemblies. 12. Provide 22"x30" access hatch to building attic areas. A minimum of 30" head clearance is required. 13. Unless otherwise specified, use douglas-fir larch no. 2 or better. 14. On decks and porches, ledger board shall be lag bolted to solid wood with min. 21" bolts @ 16" o.c., 2 per stud. 15. Asphalt -saturated felt free from holes and breaks, weighing not less than 14 lbs. per 100 sq.ft. and complying with ASTM D 226 or other approved weather -resistant material shall be applied over studs or sheathing of all extedorwalls as required by Table R703.4. Such fell or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2". Where joints occur, felt shall be lapped not less than 6". V FOUNDATION & CONCRETE - Minimum ctncrete compressive strength to be 2500 P.S.F. All foundation walls to comply with IRC section R404.1.1-2. 1. All footings to bear on fine undisturbed soil. All footings to extend below frost line (verify requirement with local building department). Foundations supporting wood to extend at least 6" above adjacent grade. 2. Section R401.2 of the 2003 IRC requires that foundation construction shall be capable of accommodating all loads according to Section R301 and of transmitting the resulting loads to the supporting soil. Fill soils that support footings and foundations shall be designed, installed and tested in accordance with accepted engineering practice. Gravel fill used as footings for wood and precast concrete foundations shall comply with Section R403. 3. The grade away from foundation walls shall fall a minimum of 6 inches within the first 10 feet. Exception: Where lot lines, walls, slopes or other physical barriers prohibit 6 inches of fall within 10 feet, drains or swales shall be provided to ensure drainage away from the structure. Section R401.3 of the 2003 IRC requires that surface drainage shall be diverted to a storm sewer conveyance or other approved point of collection so as not to create a hazard. Lots shall be graded so as to drain surface water away from foundation walls. 4. Section R401.4 of the 2003 IRC requires that in areas likely to have expansive, compressible, shifting or other unknown soil characteristics, the building official shall determine whetherto require a soil test to determine the soil's characteristics at a particular location. This test shall be made by an approved agency using an approved method. 5. Foundation plates or sills to be bolted to foundation with 21" x10" anchor bolts embedded 7" into concrete @ 6'0" o.c. and max. 12" from ends, with 3"x3"x 4" steel plate washers at each bolt, typical. Fasteners for pressure -treated wood shall be of hot dipped galvanized steel. 6. Fill underground supported slab with 4" well compacted sand or gravel. Provide keyed control joints in slabs on grade @ 25' on center and z" tooled joints @ 5' on center in exterior slabs on walks. 7. Provide 6 mil. poly barrier over crawl grade. 8. Maintain 18" top of grade to bottom of joists. (12" min. below girders) at crawl grade. 9. Wood in direct contact with concrete or masonry to be pressure treated. 10. Vent crawl areas with net area of not less than 1 sq. ft. for each 150 sq. ft. of under floor area. Locate openings close to comers to provide cross ventilation and cover with corrosion resistant wire mesh. 11. Beam pockets to have J. clear air space around beam sides and ends. Girders supported on concrete or masonry to have not less than 3" bearings. 12. Provide crawl access of at least 18"x24" located in easily accessible area. 13. Apply damp -proofing to below ground foundation or masonry walls before backfilling. 14. Columns (including in the crawl space) shall be anchored at the base to prevent lateral displacement. Posts require positive connection at bottom end (IRC 407.3). 15. Garage floor surfaces shall be sloped to a drain or toward the main vehicle entry (Sect. R309.3). FOUNDATION STEEL 1. Verify with Local Building Department requirements for soil types and soil bearing pressures for determination of steel in foundations and footings per I.R.C. 404.1.1(1) - 404.1.4.1.1(4). NOTES AND SPECIFICATIONS DRYWALL 1. The 2003 IRC section 309.2 states that the garage shall to separated from the residence and its attic area by not less than Z" G.W.B. applied to the garage side. Garages beneath habitable rooms shall be separated from all habitable rooms above by not less than 8" "Type X" G.W.B. or equivalent. Where the separation is afloor-ceiling assembly, the structure supporting the separation shall also be protected by not less than I' G.W.B. or equivalent. Enclosed accessible space under stairs shall be protected on the enclosed side with Z" G.W.B. (R311.2.2). 2. Single -ply application. All edges and ends of gypsum wallboard shall occur on the framing members, except those edges and ends which are perpendicular to the framing members. All edges and ends of gypsum wallboard shall be in moderate contact except in concealed spaces where fire-resistant construction or diaphragm action is not required. 3. Fasteners shall be spaced not less than 2" from edges and ends of gypsum wallboard. Fasteners at the top and bottom plates of vertical assemblies, or the edges and ends of horizontal assemblies perpendicular to supports, and at the wall line, may be omitted except on shear -resisting elements or fire-resistant assemblies. Fasteners shall be applied in such a manner as not to fracture the face paperwith the fastener head. 4. Walls and ceiling of bath areas to have waterproof (green board) G.W.B. of approved type. VINYL FLOORS & CARPET 1. All bath and utility room floors to be sheet vinyl, tile or approved non absorbent material with a coved base of like material extending up the wall an minimum of 3". 2. Kitchen floors may be installed as above. VENTILATION 1. Section 303.1 of the 2003 IRC states that the minimum openable area from a habitable room to the outdoors shall be 4% of the total floor area of the room. 2. A net ventilation area of not less than 1 sq. ft. for each 150 sq. ft. of underfloor space shall be provided (R408.2). 3. All penetrations (plate junctions, around windows & doors, any openings through envelope) shall be air sealed. 4. Vapor diffusion retarder can be polyethylene, low pens paint, or face stapling with a perm rating of 1 or less, and shall be located between conditioned and unconditioned spaces. 5. Exhaust fans: Bathrooms shall have a minimum 50 CFM fan and kitchens a minimum 100 CFM fan. Both shall be vented to exterior with smooth duct and equipped with back -draft damper. Ducts shall be of metal and shall have smooth interior surfaces. Kitchen fan shall have a separate termination point. Whole house exhaust fans are recommended, at 80 CFM minimum on programmable timer set to run twice a day for 30 minutes each or equivalent. Such fan shall have a zone rating of 1.5 or less and shall be equipped with a back -draft damper. 6. Recommended supply of fresh air is 10 CFM per bedroom plus 10 CFM for living areas via window vents, or through a 6" connection to the return air plenum of the furnace. GLAZING 1. Glazing shall comprise no less than 8 % of the floor area in each habitable room (IRC Sect. 303.1). 2. All glazing within 18" of floor or within 12" of door to be tempered glass or protected by means of a solid barrier railing 36" from floor. 3. Sliding glass doors to be tempered glass. 4. Glazing in locations subject to human impact such as glass doors; glazing immediately adjacent to such doors, glazing adjacent to any surface normally used as walking surface; Sliding glass door units, including fixed glass panels which are part of such units; shower doors; tub enclosures; and storm doors shall be of safety glazing materials. Safety glazing materials are those so constructed, treated or combined with other materials as to minimize the likelihood of cutting and piercing injuries resulting from human contact with this glazing material and include such materials as laminated glass, tempered glass, wired glass and safety plastic (Section R 308). STAIRS 1. A minimum headroom clearance for stairways of not less than 6'8" shall be provided (Sect. R311.5.2). 2. The maximum riser height shall be 7 4" and the minimum tread depth shall be 10". The largest tread run and the greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch (R311.5.8 IRC). The profile of treads and risers shall conform to section R311.5.3.3. 3. Stairways shall have a minimum clear width of 36" above the permitted handrail height. Stairways shall have a minimum clear width of 31.5" at and below the handrail where only one handrail is provided, or 27" where handrails are provided on both sides (R311.5.1). 4. All stairways, both interior and exterior, shall be provided with illumination, including landings and treads (R303.6). 5. There shall be a floor or landing at the top and bottom of each stairway (except at the top of an interior stairway provided no door swings over the stairs). A flight of stairs shall not have a vertical rise greater than 170" between floor levels or landings. The width of each landing shall not be less than the stairway served. (R311.5.4) 6. Winders shall comply with section R311.5.8. Winders in residences may be used if the required width of run is provided - at a point not more than 12" from the side of the stairway where the treads are narrower, but in no case shall any width of run be less than 6 inches at any point. 7. Nosing of not less than 4" but not more than 14" shall be provided on stairways with solid risers. Beveling of nosing shall not exceed 1'. Open risers are permitted, provided that the opening between treads does not permit the passage of a 4" diameter sphere. GUARD/HAND RAILS 1. All un -enclosed floor and roof openings, open and glazed sides of landings, stairwells, and ramps, balconies or porches which are more than 30 inches above grade, or the floor below, and roofs used for other than service of building shall be protected by a guardrail. 2. Handrails shall not be less than 36 inches in height, except on stairways where they may be 34 to 38 inches. Open handrails and stair railings shall be continuous the full length of the stairs, have ends which are returned rounded, or bent, and shall have intermediate rails or an ornamental pattern such that a sphere 4 inches in diameter cannot pass through. (Sec. R311). Stairways shall have at least one handrail, and handrails shall be installed on open sides of stairways. 3. Handrails projecting from a wall shall have a space of not less than 1 21" between the wall and the handrail. Handrail cross-sections shall comply with IRC SecA R311.5.6.3. Handrails with a circular cross-section stoll have an outside diameter of at least l d" and not greater than 2". 4. Guardrails 36" in height shall be proaided where porches, balconies, or raised Floor surfaces arc grater than 30" above the floor or grade below (Sect. R312). INSULATION L Exterior above and below grade wall insulation to be min. R-21, or R-24 if electrical resistance. Provide R-39 insulation at nat ceilings R-30 where ceilings are vaulted. 2. Slab on grade foundation insulation shall be R-10 to a point 24" vertical or horizontal at exterior wall. 3. Cut batt. insulation Z" to a' wider/ longer than actual dimension to insure snug fit without voids. 4. Kraft -faced or foam plastic insulation cannot be left exposed. EMERGENCY EXITS m I. Basements with habitable space and every sleeping room shall have at least one operable window or exterior door mer encu escape conforming to Section R_i 10.1 fore g - pe or rescue. The egress units shall be operable from the inside to provide a full clear opening without the use of separate tools. If a basement is to be used as habitable space. it must meet the min. requirements for light. ventilation, and egress. Min. R '% of the floor area must be in glazing. 2. Minimum opening area for all emergency escape and rescue openings shall be 5.7 sq. ft. (Exception: grade floor openings shall have a minimum net clear opening of 5.0 sq.ft.) The minimum height dimension shall be 24 inches. The minimum width dimension shall be 20 inches. Where windows are provided as a means of egress or rescue they shall have a finished sill height not more than 44 inches above the floor. (Sec R310.1.1) 3. An exterior exit door that does not pass through the garage must be provided. The door must be side -hinged, and not less than 3'0" wide & 68" high (Section R311.4 & R311.1). 4. At least one exit door shall be required for each dwelling. There shall be a floor or landing on each side of each exterior door except at the exterior side of doors, other than the primary exit door, served by two or fewer risers (Sect. 11311.4.3). 5. Landings shall be at least as wide as the door or stairway served and shall have a minimum dimension in the direction of travel of 36" (Sect. R311.4.3). FIRE WARNING SYSTEM Dwelling units shall be provided with approved smoke detectors. A detector shall be installed in each sleeping room and at a point centrally located in the corridor or area giving access to each separate sleeping area. ROOFING/CEILING CONSTRUCTION I Asphalt shingles shall be installed according to manufacturer's specifications over approved 2' plywood or OSB sheathed roofs. Two layers of underlaymcnt cemented together or of a self -adhering poh mer modified bitumen sheet shall be used in lieu of normal underlayment. It shall extend from the cave's edge to a point at least 24" inside the exterior wall line of the building. 2 Shingles shall not be installed on roof pitches less than 3:12. Shingles can be installed on pitches as low as 2:12 if two layers of type 15 felt are applied shingle fashion. 3. Wood shingles and shakes for roofs shall bear the label of an approved inspection bureau or agency. 4. Shakes shall be laid with not less than 19 inch wide of type 30 felt shingled between each course and not exposed to weather. 5. Enclosed attics and enclosed rafter spaces shall be ventilated in accordance with Section R806.1. R806.2, and R806.3. Venting ratios: I to 150 for cave or rooftop only ventilators, I to 300 for combination of cave and rooftop ventilators. 6. Crickets v and saddles shall be proided on the ridge side of an chimney greater than 30" wide (Sect. 11905.2.8.3). FLASHING/WALL COVERINGS 1. Exterior walls shall provide the building with a weather -resistant exteriorwall envelope. The exterior wall envelope shall Include flashing as described in Section R703.8. The exterior wall envelope shall be designed and constructed in such a manner as to prevent the accumulation of water within the wall assembly by providing a water -resistive barrier behind the exterior veneer, as required by Section R703.2. 2. Flashing shall be used at all of the following locations: 1) At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 2) Under and at the ends of masonry, wood or metal copings and sills. 3) Continuously above all projecting wood trim. 4) Where exterior porches, decks or stairs attach to a wall or floor assembly of wood frame construction. 5) At wall and roof intersections 6) At built-in gutters 3. Weather exposed surfaces shall be provided with a weather -resistive barrier (building felt or approved material) in accordance with Sect. R703.7.2.1 and Table R703.4. 4. Exterior stone or masonry veneer shall be supported in accordance with Sections R703.7.2.1 and R703.7.2.2. 5. Roof valley flashing not less than no. 26 galvanized sheet gauge corrosion resistant metal over undertayment of type 15 felt extending j0" from center line each way. FOR A PANEL BRACE (IF NEEDED) PANEL EDGES SHALL BE BLOCKED, AND OCCUR WITH IN 24" OF MID -HEIGHT. ONE ROW OF TYP. SHEATHING -TO -FRAMING NAILING IS REQUIRED. IF 2x4 BLOCKING IS USED, THE 2x4'S MUST BE NAILED TOGETHER WITH (3) 16d SINKERS DESIGN REQUIREMENTS Table R301.2.0: load: 39 lbs/sq.ft. ust): 85 mph/70 fastest ! n tate jo: nlinedepth: ISO 33 C Severe pth: 24" Slight Decay: None to slight Winter design temp: 10° F Ice shield underlay: Yes Flood hazards: 1612.3 IBC, FEMA map Air freeze index: 1232 Mean annual temp: I 47.2° F LOADING SPECIFICATIONS Design Loads, Design Category C: Floor: DL 15# s.f. + LL 40# s.f. = 55# s.f. total Roof: DL 15# s.f. + LL 30# s.f. = 45# s.f. total Stairs: 100 # s.f. total Decks: 60 # s.f. total NOTE: Refer to 2003 I.R.C. table R502.3.1 &2 and R502.5.1&2 for allowable unit stresses & consult local building code agency for allowable local loading conditions. HEADERS 1. All headers supporting roof and ceiling to be (2) 2x10 minimum for max. span of 6'1" with 2 jack studs, unless otherwise noted on plan. 2. Headers supporting roof, ceiling & center bearing floor to be (3) 2xl0 minimum for max. span of 67" with 2 jack studs, unless otherwise noted on plan. 3. All headers supporting roof, ceiling, and two center bearing floors shall be (3) 2x10 minimum for max. span of 57" with 2 jack studs, unless otherwise noted on plan. 4. To reduce sizes for particular openings, refer to plan or to 2003 IRC table R502.5(1). 5. For all interior header sizes & locations, refer to plan. MIN (2)2x4 - MIN 2"x2"x3/16" PLATE WASHER ANCHOR BOLT PER CODE FRONT ELEVATION PORTAL FRAME BRACING WITHOUT HOLD-DOWNS 1 NOT TO SCALE o Z . / ` • 2- /1-77 - /1-! ! Q,/( c3Zi SECTION A EVERY EFFORT HAS BEEN MADE TO rN- SURE THE ACCURACY OF THESE DRAWINGS BY GALLERY 12 DESIGNS. HOWEVER: THE CONTRACTOR SHALL CHECK & VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. ALL IDEAS, DESIGNS, ARRANGMENTS, DRAWINGS & PLANS SET FORTH ON THIS SHEET ARE THE ORIGINAL WORK, PRODUCT OF, OWNED BY, AND ARE THE PROPERTY OF GALLERY 12 DESIGNS. U) O LL Z W D rO�� Z `./ fn W f - O E TENT OF HEADER SHEATHING FILLER IF NEEDED 16d SINKER NAILS @ 3" O.C. 1000 lb 61-011 TO 18'-01' < HEADER STRAP 1000 Ib STRAP OPPOSITE SHEATHING ~ = FASTEN TOP PLATE WITH 2 ROWS OF 16d SINKER NAILS @ W O.C.-TYP'L W = FASTEN SHEATHING TO HEADER MIN. 2 WITH 8d COMMON OR GALVANIZED THICKNESS THICKNESS BOX NAILS IN 3" GRID PATTERN WOOD AS SHOWN AND 3" O.C. IN ALL STRUCTURAL FRAMING (STUDS, BLOCKING AND PANEL Q SILLS) TYP'L SHEATHING O MIN. 2x4 . o WIDTH BASED ON 6:1 FRAMING - HEIGHT -TO -WIDTH TYP'L RATIO: FOR 120" HEIGHT, MIN WIDTH=20" FOR 96" HEIGHT, MIN WIDTH=16. ETC. MIN (2)2x4 - MIN 2"x2"x3/16" PLATE WASHER ANCHOR BOLT PER CODE FRONT ELEVATION PORTAL FRAME BRACING WITHOUT HOLD-DOWNS 1 NOT TO SCALE o Z . / ` • 2- /1-77 - /1-! ! Q,/( c3Zi SECTION A EVERY EFFORT HAS BEEN MADE TO rN- SURE THE ACCURACY OF THESE DRAWINGS BY GALLERY 12 DESIGNS. HOWEVER: THE CONTRACTOR SHALL CHECK & VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. ALL IDEAS, DESIGNS, ARRANGMENTS, DRAWINGS & PLANS SET FORTH ON THIS SHEET ARE THE ORIGINAL WORK, PRODUCT OF, OWNED BY, AND ARE THE PROPERTY OF GALLERY 12 DESIGNS. U) O LL Z W D rO�� Z `./ fn W f - O G > 11, ` * . PROV#D DIAGR `w , "�ENGINEERING ' ?' ;m �x s ROOF-TRUSSESBEAMS SID ,7,....t.,:„.. "; '• • FLOOR SYSTEMSPRIOR TO FRAMING,-..—,-,..-,,,-;,-'"'.'"7:41,-,:;-;'-: -,,,,,.,..„ .:4,-ss INSPECTIONS .,":,,'....:". i...:',' ;-.::::1,,:',-,„ i',..;s.' ..,_ , :. h , _, :,,,,, `� •,yam, YY .:,,S,,,4„.„,!..,,-. . �£k 4 ,:1 , ,,,,#::,'„, '''''' ::','il. s. s RIVIIVVED / COMPLIANCE � I 'YVf�MnV�_ I . r A ' , cw