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Home My WebLink AboutLarge FormatVOLUME/PAGE LINE TABLE LINE LENGTH BEARING L1 17.88' N87"21'32"W L2 14. 13' S74'26'57"W BENSON TRAILS L3 12.23' S42i8'49"W L4 15.42' N83'58'33"W A PORTION OF LS 6.97' S68'01 '42"W L6 16.98' S89i0'30"E L7 3.81' S66'09'35"E THE S.E. 1/4. OF THE N.W. 1/4. SEC. 33, TWP. 23 N •• RNG. 5 E., W.M., L8 7.15' S87"21'32"E CITY OF RENTON, KING COUNTY, WASHINGTON LIO 9.36' L12 5.82' L13 37.67' L14 7.93' L15 2.67' L16 2.31' L17 7.73' L18 15.15' L19 16.65' L20 5.47' L21 9.68' L22 17.26' L24 12.09' L25 17.16' L26 29.10' L27 17.43' L28 12.80' L29 0.19' L30 21.51' L31 7.59' L32 10.73' L33 14.81' L34 2.86' L35 12.61' L36 1.16' L37 10.95' CURVE CURVE LENGTH C1 39.49' C2 13.30' C3 20.19' C4 20.53' cs 24.57' C6 33.78' C7 20.19' CB 54.57' C9 12.63' C10 12.16' C11 8.06' C12 39.05' C13 13.69' C14 13.69' C15 25.48' C16 11.41' N42i8'49"E N68'01' 42"E S88'49'03"E S57'26'18"E N88'49'03"W S57'26'18"E S04'48'17"E S08'20'34"W S24'04'22"W N08'20'34"E NOB'20'34"E N15'39'51"W N40'52'54"E S81'20'53"E N72'28'59"W S56'59'16"E S00'45'22"W N88'51'07"W S72'28'59"E N72'28'59"W S87'21'32"E S57'48' 42"W S42i8'49"W N79'55'01 "E N68'01' 42"E N28'44'00"E TABLE RADIUS DELTA 25.00' 90'30'36" 42.00' 18'08'57" 42.00' 27'32'54" 42.00' 28'00'00" 42.00' 33'31'17" 42.00' 46'05'15" 42.00' 27'32'54" 42.00' 74'26'48" 25.00' 28'56'38" 25.00' 27'52'42" 25.00' 18'28'47" 25.00' 89'29'24" 25.00' 31 '22' 46" 25.00' 31'22'46" 42.00' 34•45•10· 25.00' 26'09'24" . SEE DETAIL r--__ ) (Y' "') 1-1 I ' ,...! r--__ ) "A" ~ I I I L_ (SSE) {WIDTH VARIES) (SSE)(PYli) {ALL OF TRACT "D") NEW HOME 1,215 SF PLAN #1215 GUY ANCHOR EASEMENT REC. NO. 20081020000322 DETAIL "8" 1 "=10' • I IW 1-U) NEW HOME 1,224 SF PLAN #8017A 0 .1 W SEE SHEET 4 OF 6 FOR N BASIS OF BEARINGS AND --,-> ADDITIONAL CONTROL ... 0 <( INFORMATION _ -#-___ -v _.,,A-l"')--329.86'(C_) __ ...,.. b 0 ci """" ;-.... -1.,-•' c_ c_ ~=· U · E. LINE, W. 300', LOT 5 97.45' ~UNO 4"x4" MON 0 IN CASE YilTH LEAD IV"'\ & TACK, 0.3'± I -J SE. 184TH LEGEND: @ (C) (M) (P) {KCAS) (REN) (S.A. T.) DOWN, VISITED 11-21-2005. FOUND MONUMENT AS DESCRIBED CALCULATED MONUMENT POSITION SET STANDARD CITY OF RENTON MONUMENT IN CASE (SET AS CONSTRUCTION IS COMPLETED) CALCULATED MEASURED PLAT OF NORTHOCSTERN GARDEN TRACTS DIV. NO. 6 VOLUME 46. PAGE 100. KING COUNTY AERIAL SURVEY (RECORD INFORMATION) CITY OF RENTON SURVEY CONTROL NETWORK SENSITIVE AREA TRACT {SEE NOTE 4, SHEET 2 OF 6) LUA-09-111-FP LND-10-0481 REGIONAL UTILITY CORRIDOR TRACT (R.U.C.T.) {SEE NOTE 5, SHEET 2 OF 6) STORM DRAINAGE AND RECREATIONAL TRACT (S.D.R.T.) ( ) SEE NOTE 6, SHEET 2 OF 6 (P.A.T.) · (UE) (WLE) (P'M...E) (SSE) (SOE) {DFE) PRIVATE ACCESS TRACT {SEE NOTE 9 & 10, SHEET 2 OF 6) UTILITY EASEMENT (SEE EASEMENT PROVISIONS NO. 1 & 2, SHEET 3) WA TERUNE EASEMENT {SEE EASEMENT PROVISIONS NO. 3, SHEET 3) PRIVATE WATERLINE EASEMENT (SEE EASEMENT PROVISIONS NO. 4, SHEET 3) SANITERY SEVIER EASEMENT {SEE EASEMENT PROVISIONS NO. 5, SHEET 3) STORM DRANAGE EASEMENT (SEE EASEMENT PROVISIONS NO. 6, SHEET 3) DRAINAGE FACILITIES EASEMENT (SEE EASEMENT PROVISIONS NO. 7, SHEET 3) (SWE) (MSE) {NGPE) W. LINE, BONNEVILLE TRANSMISSION RIGHT OF WAY E. LINE, BLK 2, DIV. 6, NORTHWESTERN GARDEN TRACTS S88'51'11"E LOT 4 217.63' LOT 5 SIDEWALK EASEMENT (SEE EASEMENT PROVISIONS NO. 8, SHEET 3) MONUMENT SIGN EASEMENT {SEE EASEMENT PROVISIONS NO. 9, SHEET 3) NATIVE GROWTH PROTECTION EASEMENT (SEE RESTRICTIONS FOR SENSITIVE AREA TRACTS AND SENSITIVE AREAS AND BUFFERS, SHEET 3) SCALE IN FEET 40 20 0 40 80 0 "' -... OCJ 1 1 ;: 4,314 SF. 'f-0.099 AC. 96.43' 254.43' 1"=40' S. LINE, LOT 5 N88"51'07"E S. LINE, LOT 5 N. LINE, LOT 6 0.19' N. LINE, LOT 7 w .. il) ww .. ti") oi ',f- . """" """" . 0 .o z DETAIL •A" N.T.S. DETAIL "C" ELEC. VAULT ESMT. REC. 50' WETLAND BUFFER (NGPE) NO. 20081020000322 1"=10' NEW HOME 1,239 SF PLAN #8002 ... ___ _ ,, City of Renton Planning Division \ MAIi 11 2010 ENNETH R. ANDERSON AND ASSOCIATES, INC. Surveying, Mopping and Land Planning 1720 South 341st Place, Suite C-4, Federal Way, WA 98003 Telephone: (253). 838-1199 Fax: (253) 838-8164 E-Mail: info@andersonsurveyors.com S.E. 1/4, N.W. 1/4, SEC. 33, T. 23 N., R. 5 E., W.M., JOB# 05-077 f- V) a.. :::i: a.. co ~ N v N o> ;: -c, ai 0 I ..... 0 0:: r--r-- 0 I Ii) ~ o> ;: ;;- => I a z <{ V) I (/) '5 0 a r--r-- 0 I lO 0 ./ (/) ..... u C].) ·o L. a.. lO 0 0 ff (/) -,.., u -~ 0 3' (ii ,_,-.,._,' SELECTED BUILDING CODE REQUIREMENTS ~~. '$elected Building Codes & Requirements excerpted from the International Residential Code(IRC), The International Building Code (IBC), the Uniform Plumbing Code (UPC), along with Example regulations cite<J in the Washington State Energy Code (WSEC). Dl\flSJOf.'J 1 • GENERAL REQUIREMENTS ll]I] CONSTRUCTION DOCUMENT LICENSE: 1. Grant of License: In consideration of payment of the Building Fee, which is part of the price you paid for this product, Northwest Home Designing, Inc., as Licensor, grants you, the Licensee, a nonexclusive Right of Use for the purpose of constructing one strncture from these Documents. NHD reserves all rights not expressly granted to the Licensee. 2. Ownership of Technical Drawings: NHD retains the Title 17 USC Rights and Ownership of these Construction Documents and all subsequent copies of the '\\lark", regardless of the form of the original and/or other copies. This is not a sale of Original Documents whatsoever. 3. Copy Restrictions: These Technical Drawings and the ac- companying materials are Copyrighted. Unauthorized copy- ing of these Doc1,1ments is expressly forbidden. You may be held Legally Responsible for any Copyright Infringement that is caused or encouraged by your failure to abide by the terms of this Agreement. 4. Transfer Restrictions: These Technical Drawings are Licensed to you only, and may not be transferred to anyone else without the prior written consent of Northwest Home Designing, Inc .. In no event may you transfer, assign, rent, lease sell, or other- wise dispose of these Construction DocLJments. 5. Miscellaneous: This Agreement is governed by the Laws of the State of Washington. Neither NHD nor anyone else who is involved in the creation, production, or delivery of this product shall be liable for any direct or indirect consequential, or inci- dental damages. Violation of the terms of this agreement are subject to a ten thousand ($10,000.00) dollar penalty. Should you have any questions concerning this Agreement, or if you desire to contact NHD for any reason, please write us at: NHD Marketing Division: 4928 109th St. S.W., Lakewood, WA 98499 or call (253) 584-6309. -, ~ PLAN VERACITY: While every attempt has been made to insure the accuracy of these plans and specifications, site condition, product availability, and the like will affect the execution of this project. Therefore these documents must be considered as guidelines only, ALL INFORMATION MUST BE VERIFIED prior to construction. Ail changes to the plans must be executed in accordance with Fed State, and Local codes and regulations. ~ APPROVED PLANS: IRC 106.3.1 When the building official issue construction documents sh by stamp. One set of th reviewed shall be reta other set shall b kept at the building ·· ·s shall be provided for sition as to be plainly the street or road fronting the j:~,,, , . N BETWEEN DWELLING UNITS: Cl:'B317.1 Walls and floors separating dwelling units in the same building shall not be less than 1-hr fire- resistive construction. IMPORTANT NOTICE: The Plan you are receiving is designed to be sold throughout many Jurisdictions and Building Codes which are found in the United States. As these Jurisdictions and Requirements may vary, these plans were designed to the International Residential Code and related National Ordinances only, and may not comply with specific jurisdictional codes and specifications; they will be subject to change and varying interpretations. The Purchaser must ensure that the Plans comply with all Local, as well as National Building Codes and Requirements, which are applicable for the specific Site and Structural Engineering requirements. Before beginning construction, Purchaser must have Plans reviewed by a licenced Structural Engineer who will provide analysis, calculations, drawings, and data (including his or her licensee "Stamp") which will be submitted (where required) with these Drawings and Specifications to the Local Building Ofticials. Failure to do this renders these documents legally invalid and absolves NHD of any liability (express or implied) with regards to punitive damages. l"n,vest Hoine purchaser to use ents by any mea , or reproduced by ans or a license for d~siririg to mod .. ON: IRC R309.2 ·""?',Afu thr residence and • gypsum board 'de, arages beneath habitable d from all habitable rooms an 5/8" Type X gypsum or equiva- here seperation is a floor-ceiling assembly, cture supporting the seperation shall also be , , . d by not less than 1/2" gypsum board or eq'divalent. . FIRE-RESISTANCE OF EXTERIOR WALLS: IRC R302.1 Exterior walls with fire separation distance less thsn 3' shall have not less than a 1 hr fire-resistive rating with exposure from both sides. Projections shall not extend to a point closer than 2' from the line used to determine the fire separation distance. ~ STORY: IRC R202 That portion of a building included between the upper surface of a floor and the upper surface of the floor or roof next. Basements shall be considered a story above grade wher the finished surtace of the floor above the basement is: More than 6' above the grade plane. More that 6' above the finished ground level for more than 50% of the total building perimeter. More than 12' above the finished ground level at any point. DQ2l HEIGHT OF BUILDING: IRC Section 503, Table 503. R-3 Single-family residences, duplexes or townhouses shall not exceed 40' in height. Height shall be measured from the vertical distance from the grade plane to the average height of the highest roof surface. Note: Zoning Regulations. and/or Deed Restrictions, may limit the height of residential stn.1ctures more stringently. Check with your local jurisdiction for height limitations. IIIQl FLOOR AREA: IRC R304.1. Dwelling LJnits shall have at least one room with not less than 120 sq. ft. of floor area. Other habitable rooms except kitchens shall have an area of not less than 70 square feet. IRC R304.3 requires that habitable rooms other than a kitchen shall not be less than 7' in any dimension. lfID MINIMUM CEILING HEIGHTS: IRC R305 1 Habitable rooms, hallways, corridors, bathrooms, toilet rooms, laundry rooms and basements shall have a ceiling height of not less than 7'. IIJ1l ROOM IDENTIFICATION: Each room and the intended use must be clearly defined on the plans by the applicant for plan review purposes. II.TI] DECKS & BALCONIES: IRC R319.1.2 I R311.2.1 Ground contact. Ail wood in contact with the ground, embedded in concrete in direct contact the ground or embedded in concrete exRosed to th weather that supports permanent sir. intended for human occupancy shall be a · preservative-treated wood s use, except untreated w entirely below ground · submerged in fre h wat Required ext stairways shall (762 mm) above the fl w shall have guards not less t ight. Open sides of stairs ore than 30 inches above i shall have guards not .a.!; measured vertically R312.2 Guard 1.5.6 be ided on at least one side of s run of treads or flights with four or andrail height, measured vertically from ,. plane adjoining \ho tread nosing, or 1nis ed surface of ramped 'slope, shall be less than 34" nor greater than 38". Spacing between the wall and handrail shall not be less than 1 1/2". All required handrails shall provide adequate graspability. See Haindrail grip size. IRC R311.5.6.3 D3]J LIGHT AND VENTILATIOf~: All habitable rooms must be provided with natural ligjit and ventilation. See SP-3 15.05. DTI] STAIR HEADROOM CLEARANCE: IRC R311.5.2 Every stairway shall have q headroom clearance of not less than 6'8" measured vertically from the sloped plane. See exception for spiral stairways. OIID STAIR RISE & RUN: IRC 311.5,3 The maximum riser height shall be 7 3/4". The riser shall be measured vertically between leading edges of the adjacent treads. The minimum tread depth shall be 1 O". The tread depth shall be measwed horizontally between the vertical planes of the fqre most projection of the adjacent treads and at a right angle to the tread's leading edge. The largest \read rise or rnn may not exceed the smallest by mo_re than 3/8". (lj]J STAIR WIDTH: IRC R311.5.1 Stairways shall not be less than 36" in clear width at all points above the permitted handrails and below required headroom heights. ' ~ USABLE SPACE UNDER.~HAIRS: IRC R311.2.2 Enclosed accessible space under stairs shall have walls, under stair surface ~rid any soffits protected on the enclosed side with 1/27 gypsum board. D]}J SPIRAL STAIRWAYS: IRQ R311.5 8. 1 Spiral stairways are permitted, provided the min. width shall be 26" with eacj1 tread having a 7 1/2" min. tread depth at 12" from the narrower edge. All treads shall be identical, and the rise shall be no more than 9 1/2". A min. headroom or 6' -6" shall be provided; IIEJ WINDER STAIRWAYS: IRC R311.5.3.2 Winder treads shall have a min. tread depth of 6' at any point. Within any flight of stairs, the greatest winder depth at the 12'' walk line shall not exceed the smallest by more than 3/8". ~ LANDINGS: IRC R311.5.4 There shall be a floor or landing at the top and bottom of each stairway. Afiight of stairs shall not have a vertical rise greater than 12' between floor levels or landings. The width of each landing shall not be less than the stairway served. Every landing shall have a minimum dimension of 36" measured in the direction traveled. Exception: A floor or landing is not required at the top of an interior flight of stairs, including stairs in an enclosed garage, provided a door does not swing over the stairs. R303.6 and exterior stair ways shall be provid ans to illuminate the stairs, including the I s to a level not less than 1 f ed at the center of. · R311.4. ,, 1t door shall not 1'f; of the threshold. . Where lighting outlets are ays, there shall be a wall · 1 to control the lighting o t rway as six or more risers. T terior stairways shall be con lie welling unit. · om of a wood structural floor 8" or wood girders when closer exposed ground in crawl spaces or , d area located within the periphery of the g foundation. ISION 2 • SITE WORK SOILS: IRC R401.4. 1 In lieu of a complete geotechnical evaluation, the load-bearing values in Table R401.4.1 shall be assumed. See page EC 2. DQ1J SEISMIC REINFORCING: R4D3.1.3 (Seismic Zones Do, D1, D2) Where a construction joint is created between a concrete footing and a stem wall, a minimum one 114 bar shall be installed at not more than 4 feet on center. The vertical bar shall extend to 3" clear of the bottom of the looting, have a standard hook and extend a min. of 14" into the stem wall. EIQ§) FOOTING SETBACK FROM SLOPE: IRC . R403.1.7.2 Footings on or adjacent to slopes .. shall be founded in material with an embedmn·, setback from the slope surface sufficient to provt· vertical and lateral support for the footing without detrimental settlement. DQID RETAINING WALL not laterally excess ofo '' bed that are esigned for a safety ral sliding and overturning. N WA L HEIGHT: IRC 404.1.6 Concrete '"'· oundation walls shall extend above de adjacent to the foundation at all · minimum of 4" where masonry veneer is a and a minimum of 6" elsewhere. FOUNDATION FOOTING DEPTH: IRC R403.1.4 All exterior footings shall be placed at least 12" below undisturbed ground surface. Where applicable, the depth of footings shall also conform with Frost and Seismic conditions. R403.1.4.1 -R403.1.4.2 ~ FOUNDATION FOOTING SIZE: IRC R403.1.1 The size of footings supporting piers and columns shall be based on the tributary load and allowable pressure in accordance with Table R401.4.1 & R403.1. See SP 2. EINJ FOUNDATION PIER PADS: IRC R403.1.1 See footings. ElITJ FOUNDATION WALL SIZE: IAC 404.1.5 The thickness of the concrete and masonry foundation walls shall not be less than the thickness of the wall supported. See Exp. EI.I2J FOUNDATION ANCHOR BOLTS: IRC R403.1.6 The wood sole plate at exterior walls on monolithic slabs and wood sill plate shall be anchored to the foundation with anchor bolts spaced a maximum SL6}>'?r~2~ioi'.(t'fA?t6biJrtlS~ANt~ifi~;;· ,,,~,;, ,,,;;:, ;;jJ,;t;'' ,,,,i~,i~fi§l~b~r~~h:~~h st:1~fo~a~~~i~itmm~fr! t~~~s 12" shall be level. The bottom surface of footings shall or less than seven bolt diameters from each end of not have a slope exceeding 1 unit vertical in 1 O units the plate section. Bolts shall be at least a 1/2" in horizontal. (10% slope). diameter and shall extend a minimum of 7" into the masonry or concrete. A nut and washer shall be ~ FOOTING & FOUNDATIONS: R403.1 General. All tightened on each bolt to the plate. exterior walls shall be supported on continuous solid or fully grouted masonry or concrete footings, wood foundations, or other approved structural systems which shall be of sufticient design to accommodate all loads according to Section R301 and to transmit the resulting loads to the soil within the limitations as determined from the character of the soil. Footings shall be supported on undisturbed natural soils or engineered fill. fJMl EROSION CONTROL: Adjoining public and private property shall be protected from damage during construction, remodeling and demolition work. Verify method with local jurisdiction. flQID DRAINAGE: R401.3 Drainage. Surface drainage shall be diverted to a storm sewer conveyance or other approved point of collection so as to not create a hazard. Lots shall be graded to drain surface water away from foundation walls. The grade shall fall a minimum of 6 inches (152 mm)within the first 10 feet. DIVISION 3 • CONCRETE Elm] CONCRETE STRENGTH: IRC R402.2 Concrete shall have a minimum specified compressive strength as shown in Table R402.2. Concrete subject to weathering shall be air entained as specilied in Table R402.2. Unless noted otherwise by the Engineer of Record on their "S-Sheets". See page EC 2 for table. EIIfil GIRDERS ENTERING MASONRY OR CONCRETE WALLS: IRC R319.1 Ends of wood girders entering concrete or masonry walls shall be provided with a 1/2" airspace on tops, sides and ends unless naturally durable or preservative-treated wood is used. 0EJ FOUNDATION: CHIMNEYS: IRC R10D3.2 Footings for masonry fireplaces and their chimney shall be constructed of concrete or solid masonry at least 12" thick and shall extend at least 6" beyond the face of the fireplace or foundation wall on all sides. 03]) FOUNDATION DAMP PROOFING: See Division 7 (7.01) IEINJ FOUNDATION VENTILATION: See Division 15 (15.06) DIVISION 4 • MASONRY Dfill MASONRY SPECIFICATIONS: IRC A606.1 Masonry construction shall be designed and constructed in accordance with provisions of ACI 530/ ASCE 5/TMS 402. ~ MORTAR: IRC R607. 1 Mortar shall be Type Mor S, ASTM C270 depending on seismic design catagory. See engineering "S Sheets" for specific type. c· GROUT: IRC R609.1.1 Grout shall consist of 1()1 Of ,-- co N ~ REVISION June 20, 2008 DESIGN Selected Building Code Requirements SHEET NUMBER SP 1 1 OF 3 D 02! FILL: Fill under ground-supported slabs shall be a minimum of 4" compacted sand or gravel. cemetitious material and aggregate in accordan&V<:1n1 · llent with ASTM C 476. 1117g Div: . ' I) IStor C :c z ~ CONCRETE JOINTS: AF 103.4.2 All control joints, isolation joints, construction joints and any other joints in concrete slabs or between slabs and foundation walls shall be sealed with a caulk or sealant. DAMPERS: IRC R1001.7.1 i,/4/1 J . Fireplaces shall be equipped with a ferrou;,Iri.tal J !/J/(J damper located at least 8" above the top lilfi,t~9pui1ace opening.Dampers shall be installed in the fireplqg{ar';J~e chimney venting ~~e fireplace, and shall be operable frodf°£?rf;\ the room containing the fireplace. ':Jl!.dl ll SELECTED BUILDING CocE REQUIREMENTS (continued) CHIMNEY TERMINATION: G2427.5.3 (503.5.4} Chimney termination. Chimneys for residential-type or low-heat appliances sl1all extend at least 3 feet above the highest point where they pass through a roof of a building and at least 2 feet higher than any p.ortion of a building within a horizontal distance of 10 feet. MASONRY VENEER: R703.7 Stone and masonry veneer, general. Stone and masonry veneer shall be installed in accordance with this chapter, Table R703.4 and Figure R703.7. These veneers installed over a backing of wood or cold-formed steel shall be limited to the first story above-grade and shall not exceed 5 inches (127mm) in thickness. FIREPLACE HEARTH EXTENSION: R1001.10 Hearth extension dimensions. Hearth extensions shall extend at least 16 inches (406 mm)in front of and at least 8 inches (203 mm) beyond each side of the fireplace opening. Where the fireplace opening is 6 square feet (0.6 m2) or larger, the hearth extension shall extend at least 20 inches (508 mm) in front of and at least 12 inches (305 mm) beyond each side of the fireplace opening. CHIMNEY CLEARANCE: R1003.18Any portion of a masonry chimney located in the interior of the building or within the exterior wall of the building shall have a minimum air space clearance to combustibles of 2 inches (51 mm). Chimneys located entirely outside the exterior walls of the building, including chimneys that pass through the soffit or cornice, shal have a minimum air space clearance of 1 inch (25 mm). The air space shall not be filled, except provide lire blocking in accordance with Section R1003.19. ~ METAL FIREPLACE UNITS: See Division 15 (15.20) DIVISION 5 • METALS DfilJ EXHAUST DUCTING: IRC M1502 Range Hoods shall discharge to the outside through a single-wall duct. the duct shall have a smooth interior surface and be constructed of galvanized steel, stainless steel or copper. ~ FLASHINGS: IRC R903.2 Flashing shall be corrosion resistant with a thickness of not less than 0.019".(No. 26 galvanized sheet) ~ HEAT DUCTING: Heating ducts shall be installed with out impingement on building surfaces. ~ PATIO FLASHING: IRC R703.8 Provide flashing where exterior porches, decks or stairs attach to a wall or floor assembly of wood-framed construction. DIVISION 6 • WooD AND PLASTICS -... .- [Ifill STRUCTURAL PROPERTIES FOR HORIZONTAL MEMBERS:* STRESS Fb E DIMENSION LUMBER 1,350 p.s.i. min. 1,900,000 p.s.i. GLUE-LAMINATED BEAMS 2,400 p.s.i. 1,760,000 p.s.i. ~ LUMBER GRADING FOR VARIOUS WOOD MEMBERS: • Posts (Crawl Space) ...................... #2&btr DF • Posts (other) ......................................... #1 OF • Joists, beams and stringers ........... #2&btr tt£F • Bucks, blocking, bridging, etc .......... Utili · ·· · • Studs (2x4 & larger)....................... ,,b • Rafters ................................... .. • Headers ............................. . • Beams ........................... .. • Suo Floor ............... . in cone.) . r per Engineering Structural pages ~ WOOD SPECIES & GRADES: IRC 602.1 Load- bearing dimension lumber for studs, plates and headers shall be identified by a grade mark. DE) WOOD IN CONTACT WITH CONCRETE AND MASONRY: IRC 319.1 (3) Sleepers and sills on a concrete or masonry slab that is in direct contact with the earth shall be naturally durable or preservative· treated wood. D]§) SIDING/EARTH SEPARATION: IRC 319.1(5) Wood siding, sheathing and wall framing on the exterior of a building must have a clearance 6 inches from the ground.except where material used is naturally durable or perservative-treated wood. ~ GIRDERS ENTERING MASONRY OR CONCRETE WALLS: See DIVISION 3. (3.13) m:@ COLUMNS ANO POSTS: R319.1.4 Wood columns shall be approved wood of natural decay resistance or approved pressure-preservative-treated wood. See Exceptions ffi§l POST CONNECTIONS: IRC R407.3 The columns shall be restrained to prevent lateral displacement at tt1e bottom end. Wood columns st1all not.be less than 4" X 4" and steel columns shall not be less than 3" diameter standard pipe or equivlent. 11.Qm PLYWOOD: Plywood Sub Flooring shall be 3/4" T.&G. CDX or 11/16" OSB (glued & nailed). Nailing shall be 1 Od @ 6" o.c. along panel edges, and 12" o.c. in field. Span Index shall be 40/20. Stagger end laps. Wall and Roof Sheathing shall be 1/2" COX or 7/16" OSB nailed w/ Bd @ 6" o.c. along panel edges, and 12" o.c. in field. Span Index shall oe 24/0. Stagger end laps. TRUSSES: IRC R502.11.1 • R502.11.2 Wood trusses shall be designed in accordance with approved engineering practice. The design and manufacture of metal plate connected wood shall comply with ANSl/f Pl 1. The truss des drawings shall be prepared oy a regi professional where required by the1 jurisdiction in which the proje Trussed sha'11 be braced. provide lateral stability· , shop drawings shall Official at t · be on sit a shall n /field accuracy. l?,~i1\dl~ ca and cover from the 905.2.7 Roof slopes from horizontal up to 4 units onzontal, underlayment shall pping 19 inches. For slope I 4 units units horizontal or great ayer overlappping 2 inc Ill]] FLOOR FRAMING: IRC The ends of each jois\ , less than 1 .5" of bea ry ARING PARTITIONS: IRC R502.4 Joist under parallel bearing partitions shall be adequate size to support the load. Bearing partitions perpendicular to joists shall not be offset from the supporting girders, walls or partitions more than the joist depth unless such joists are of sufficient size to carry the additional load. El}]] WALL BRACING: IRC Table R602. 10.1 NOTE: The Prescriptive Path of the IRC Chapter 6 was not followed in the design of this residence, ALL lateral and vertical design solutions shall be provided by the ENGINEER OF RECORD on their "S-Sheets• (attached). llI1) WALL FRAMING: IRC R602.3.1 Utility grade studs shall not be spaced more than 16" on center, or support more than a roof and ceiling, or exceed 8' in height for exterior and load bearing walls or 10' for interior non- bearing walls. R602.3.2 Wood stud walls shall be capped with a double top plate Installed to provide overlapping at corners and intersections with bearing partitions. End joints in top plates shall be offset at least 24". Cutting and notching: R602.6 may not exceed 25% in bearing or exterior walls, may not exceed 40% in non-bearing walls. Bored holes: may not exceed 40% with a 5/8" to edge of stud, except up to 60% if stud is doubled. m:Ifil HEADERS: IRC 502.10 Openings in floqr framing shall be framed with a header and trimmer joists. When the header joist span does not exceed 4', the header joist may be a single member the same size as the floor joist. When the header joist exceeds 4', the trimmer joists and the header joist shall be doubled and of sufficient cross section to support the floor joist framing into the header. l1Ifil FIREBLOCKING: IRC R602.8 Fireolocking shall oe provided to cut off all concealed draft openings (both vertical & horizontal) and to form an effective fire barrier between stories, anfl between a top story and lhe roof space. Fireblocking shall be provided in wood- framed construction in the following locations: • Vertically at the ceiling & floor levels. • Horizontally at intervals not exceeding 1 Oft. • At all drop ceilings, soffits & cove ceilings. . • At openings around vents, pipes, and ducts at cei and floor levels. • Between stair stringers at the top & • Fireblocking of cornices of a tw required at the line of the dw ers shall be framed to o wit a gusset plate as a . t least 1 '' nominal thicknes n the cut end of the rafter. At ere shall be a valley O\,~ip_rafter than 2" nominal thickness and n 1n depth e cut end of the rafter. RAFTER OPENINGS: I ceiling framing shall b ' joists. When the ead the header j · · as the ciling exceeds 4', t R .3.2 Horizontal lap siding shall 1 in. or .05 in. if rabbeted, and shall caulked, covered with batten, or sealed over a strip flashin~. (See manufactures 1 , ations) · • THERMAL & MOISTURE flfilJ FOUNDATION WALL DAMP-PROOFING: IRC R406.1 Foundation walls thaat retain earth and enclose habitable or usable spaces located below grade shall be dampproofed from the top of the footing to the finished grade. Except for areas with a high water table require waterproofing. ~ WEATHER RESISTIVE SHEATHING PAPER: IRC R703.2 Asphalt-saturated felt free from holes and breaks, weighing not less than 14 pounds per square feet. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less 2·. Where joints occur, felt shall be lapped not less than 6". flmJ ROOF COVERING: IRC R903.1 · Roof decks shall be covered with approved roof coverings secured to the building or structure. Roof assemblies shall be designed and installed in accordance with this code and the approved manufacturer's installation instructions such that the roof assembly shall serve to protect the building or structure. ~ FOUNDATION INSULATION: Foundation Insulation shall be in accordance with local energy codes. Example: Slab-ori-grade insulation, installed inside the foundation wall, shall extend downward from the top of the slab for a minimum distance of 24" or downward . and then horizontally oeneath the slab for a minimum combined distance of 24". Insulation installed outside the foundation shall extend downward to a minimum bf 24" or to the frost line. Aoove grade insulation shall be protected. For monolithic slabs, the.insulation shall extend downward from the top of the slab to the bottom or the looting. ilQ.§] UNDER·FLOOR INSULATION: Under Floor Insulation shall be in accordance with local energy codes. Example: WSEC Section 502. 1 .4. 7. Floors over unconditioned spaces, such as vented crawl spaces, unconditioned basements and garages shall be insulated to not less than the nominal R-value shown for floors over unconditioned spaces on tt1e energy code application for compliance option chosen. go~ GARAG~DWELLING DOOR: IRC R309.1 Openings from a private garage directly into a room used for sleeping purposes shall not be permittecj. Others openings between the garage and residence shall be equipped with solid wood, steel or honeycom ·· not less than 1 318", or 20-minute fire-rated ·· Elo3J EGRESS WINDOWS: IRC R310.1 A a@ WALL INSULATION: Wall Insulation shall be in accor dance with local energy codes. Example: Aoove grade exterior walk shall be insulated to not less than the nominal A-value as specified on the energy code application for the compli~.~ce option chosen. See Chapter 6 Tables. Fa · :"''' · shall be face-stapled and basements are required to have e The window shall have a minimum net c openable area of 5.7 square feet. The mi clear openable h · · imension shall be 24 minimum net nable Width di.mansion II be 20". The wi . shall .,,,. · · "1 sill height not wells shall be Ii n ished sill (not inset-stapled) BQIJ aulted Ceiling v . The well shall . pened and provide a local energy all be insulated alue shown on the n for U1e compliance option Tables. Vaulted ceiling cavil depth to allow a minimu • ·r space ·above the insulation. F ace-stapled (not inset-stapl : See DIVISION 15 (15.04, MISC. INSULATION: The following are miscellaneous requirements for insulating the structure: • Insulation Baffles to maintain min. 1" air space above insulation. Extend Baffle 6" above Batt Insulation. Extend Baffle 12" aoove Blown-in Insulation. • Insulate oehind tuos and showers partitions and at corners. INFIL.TRATION CONTROL: Provide caulking;·sealing, weather stripping or gasketing in the following areas to ss1 ear opening of 9 Sq. Ft., dimension of 36". Window wells with ,of more than 44" shall be equipped with ladder. E RIOR DOORS: ii applicable under local Energy Codes, all doors with more than 50% glazing shall be considered as windows tor the purpose of energy code requirements. All other doors shall comply with the U-value shown for compliance option chosen. riJos] HATCHES AND DOORS: If applicable under local Energy Codes, all access doors from conditioned to unconditioned spaces (attics, crawl spaces, etc.) shall be weather stripped and insulated to a level equivalent to the insulation on the surrounding surfaces. tJQ§] DISTRIBUTION: Where outdoor air supplies (window or wall ports) are separated from fan locations by doors, adequate air flow shall oe ensLired oy under cutting doors or installing grills or transoms. Doors shall be undercut to a minimum of 1/2" above the surface of the finished floor covering. EXAMPLE: WSVIAQ Section 302.6.4 WINDOWS: Brand, model, and U-value must be stated on the Permit Application or Energy Worksheets. Any change in windows must be approved by the Building Department before installation. NFRC compliance stick ers shall remain on the windows until the framing inspection has been approved by the Building Department. EXAMPLE: WSEC Section 502.1.5 & Tables 6-1 through 6-6. The required U-value for windows will be determined by calculating the percent age (of conditioned floor area) of glazing desired. prevent air leakage: -&S,SS-'s:..~~~r.'llnol . . • Exterior joints around all window and door lr,§.IJi~,s ST A fvJ /:J ·~ SAFET~ GLAZING_. .IRC R308.4 The _following -~hall • Openings oetween walls and foundations. _-/ ", .. ······_;,~:· ....... l,s, '\i\. be considered specific hazardous locations requ1nng <'.( • •v, o, r, ~ooc . . 1 '1 ~ I t I . t . I • Between walls and roof. , .. ··}.,.~1c,J•1c,.{"""p;c,,a,,; .. ,.0 .'\~i sa e y g az1ng ma ena s: : Rt.; .cu 'f:11..,~ S '~' .o/,;,:is 8 ·, • Between wall panels. :_::; : [::,/"'''1 ,/e)j? ~;:;,,.,,:,. · ..• .-1 , Openings at all penetrations of the buil i, %-ie?v~!~~;~~}}'f: ~ 1. Glazing in swinging doors except jalo1,1sies. for utility services. ·. r~-'!!f ~,'.''•1,0 r;0~ : ,..., , 2. Glazing 1n ltxed and sliding panels of sliding J7 · c"1 ~:>, ~~nc O · '-' • • • • • Crawl Space Access panels -i. ·,_o,,~~::/!"c,~,,,;..~,, _.: door assemblies and panels 1n sliding and ./};'(' ·· .. o, r~~G~J'~~-;:;,t:;,sc / ~ bifOld Closet dOOr assemblies. DOORS: IR~ R311.4.2 Not les~ than one ~~~B-5?;°·· .. ~~'.~~~':~,:~····v~ · 3. Glazing in storm doors. shall be provided for _each d_welltng unit. The El...~~-~~fl SET o'r~ 4. Glazing in all unframed swinging doors. ~x1t ?oar shall, b~? s1n~le-hinged door not less-llia.Qs~:SSSSSS>"' 5. Glazing in doors and enclosures for hot tubs, 1n width and 6 ·8 in height. Other do_ors shall not oe whirlpools, saunas, steam rooms, bathtubs required to comply with these mm. d1mens1ons. and showers. Glazing in any portion of a WINDOWS: All exterior windows s~a_11 be designed to building wall enclosing these compartments all~w infiltration to and f.rom the building envelope, where the bottom exposed edge of the which shall be substantiated by testing to standard glazing is less than 60" above a standing surface. ASTME E 283-75. S1te-bu1lt and Mi_llwork Shop made 6. Glazing in an individual fixed or operable wooden sa~h are exempt from test1n~ but shall_ be. panel adjacent to a door where the nearest weather stnpp_ed, ca_ulked ~nd made tightly fitting exposed edge of th glazing is within 24" arc of against all moisture infiltration. either vertical edge of the door in a closed VAPOR BARRIER IN CRAWL-SPACE: Provide an approved Vapor Barrier throughout entire Crawl Space. Example: A ground cover ol 6 mil black polyethylene shall be laid over the ground within crawl spaces. The ground cover shall oe overlapped 12" minimum at the joints and shall extend to the foundation wall. The ground cover may be omitted in crawl spaces if the crawl space has a concrete slab with a minimum thickness of 3· 1 /2". VAPOR RETARDER: IRC R318 In all framed walls, floors and roof/ceilings comprising elements of the building thermal envelope, a vapor retarder shall be installed on the warm-in-winter side of the insulation. position and where the bottom exposed edge of the glazing is less than 60" above the walking surface. See Exceptions SKYLIGHTS: IRC R308.6 All skylights must be laminated glass under tempered glass, unless provided with screens. Exception: Laminated glass need not be provided within individual dwelling units when fully tempered glass is used as single glazing or in both panes of an insulating glass unit when all the following conditions are met: • The area of each pane (single glass) or unit (insulating glass} shall not exceed 16 square feet. • The highest point of the glass shall not be more than 12' above my walking surface or other accessible area. DIVISION 8 • DOORS & WINDOWS J:U,t~lMS~Jrli~I, tb\cb;riess of ea~_h.pane shall not exceeo'3/l6DJidmg Offu::Mtd E@ DOORS: IRC R311.4.2 Not less than one exit door shall be provided for each dwelling unit. The required exit door shall oe a side-hinged door not less than 3' in width and 6'·8" in height. Other doors shall not be required to comply with these min. dimensions. oo Nor .ACC§Ef'i nns P .-- REVISION JLme 20, 2008 DESIGN Selected Building Code Requirements SHEET NUMBER SP 2 2 OF 3 C :c z I ./ SELECTED CODE REQUIREMENTS (continued) (J1Ql WINDOW PORTS: See DIVISION 15 (15.12) DIVISION 9 • FINISHES ' - 11]01] WATERPROOF WALL BOARD: All walls and ceilings of bath tl)b and shower enclosure areas shall be covered with approved waterproof material. ~ SHOWER STALL SURFACING: Bathtub and shower floors and walls above bathtubs with installed shower heads and in shower compartments shall be finished with a nonabsorbent surface. Such wall surfaces shall extend to a height of not less that 6' 8" above the floor. ~ UTILITY ROOM WALL BOARD: All surfaces immediately adjacent to Washers, Dryers, and Laundry Tubs shall be surfaced with approved waterproof material. ll'IEJ BATHROOM AND UTILITY ROOM FINISH FLOORING: All Bath and Utility floors shall be finished with approved nonabsorptive material. Ill@ KITCHEN FINISH FLOORING: Kitchen floors shall be finished with an approved nonabsorptive material. ~ INTERIOR PAINT: Per manufacture specifications. [(QZ] GYPSUM WALLBOARD: R702.3.8 Water-resistant gypsum backing board. Gypsum board used as the base or backer for adhesive application of ceramic tile or other required nonabsorbent finish material shall conform to ASTM C 630 or C 1178. Use of water- resistant gypsum backing board shall be permitted on ceilings where framing spacing does not exceed 12 inches (305 mm) on center for 1/2-inch-thick (13 mm) or 16 inches (406 mm) for 5/8-inch-thick (16 mm) gyp sum board. Water-resistant gypsum board shall not be installed over a vapor retarder in a shower or tub compartment. Cut or exposed edges, including those at wall intersections, shall be sealed as recommended by the manufacturer. R702.3.8.1 Limitations. Water resistant gypsum backing board shall not be used where there will be direct exposure to water, or In areas subject to continuous high humidity. ~ GYPSUM WALLBOARD NAILING: IRC Table R702.3.5 See sheet SP-2 For Table. DIVISION 10 -14 • NOT APPLICABLE QIVISIQN 1 ~ • MECHANICAL m,:QII HEATING: IRC A303.8 Every dwelling unit shall be provided with heating facilities capable of maintaining a min. room tempature of 68° F at a point 3' above the floor and 2' from exterior walls in all habitable rooms at the design tempature. ~ HEATING TYPE: Heating type and fuel shall be selected by the owner. The builder shall make necessary changes in the drawings to accommodate chimneys, vents, etc. which shall be located and installed as req. All Warm Air Furnaces shall be listed and labeled by an approved agency and installed to listed specifications. ~ HEAT LOSS CALCULATIONS: If climatic variations due to location require heat Joss calculations, the builder or heating contractor shall be responsible for providing them. ~ DUCTWORK INSULATION: All ductwork (requiring insulation) shall be insulated without impingement fro building swfaces. ~ LIGHT & VENTILATION: IRC R303.1 All habitable rooms shall be provi glazing area of not less than 8 of such rooms. Natural ventila openable area to the o area being ventilat ~ R408.1 een the bottom ,, , · ny building semen! or cellar shall ilati nings through terior walls. Such openings shall each corner of said building. The of ventilation openings shall not be are foot for each 150 square feet of under floor space area. PER WASHINGTON STATE 2007 AMMENDMENT: 1 square foot for each 300 square feet of under floor space area. IIafilJ ATIIC VENTILATION: IRC RB06.2 The total net free ventilating area shall not be less that 1 to 150 of the area of space ventilated except that the total area is permitted to be reduced to 1 to 300, provided at least 50% and not more t11an 80% of the req. ventilating area id provided by ventilators located in the upper portion of the space to be ventilated at least 3 feet above the eave or cornice vents with the balance of the req. ventilation provided by eave or cornice vents. (l[QID MECHANICAL VENTILATION: R303.1 (Exp 1) The glazed areas need not be openable where the opening is not required by Section R310 and an approved mechanical ventilation system capable of producing 0.35 air change per hour in the room is installed or a whole-hoLJse mechanical ventilation system is installed capable of supplying outdoor ventilation air of 15 cubic feet per minute (elm) (78 Us) per occupant computed on the basis of two occupants for the first bedroom and one occupant for each additional bedroom. mI§ID EXHAUST FANS: Where excess water vapor or cooking odors are produced, exhaust fans are required; in each kitchen, bathroom, water closet room, laundry facility, indoor swimming pool, spa and other such rooms . The point of discharge of exhaust air shall be at least 3' from any opening into the building or property line (this includes dryer exhausls and kitchen range hoods). mI}QI EXHAUST FANS: WSVIAQ Table 3·1: (Sheet SP3) lmTIJ WHOLE HOUSE/ FORCED AIR VENTILATION: Integrated forced-air/ventilation systems shall have a 6'' diameter or equivalent outdoor air inlet connected to a terminal element on the outside of the building from the return plenum of the forced-air system. The outdoor air inlet duct shall be equipped with a device that regulates air flow to a minimum of .35 but not greater than .50 air changes per hour under nor operating conditions. The system shall be desig by a licensed HVAC contractor and sub . · energy application to the Building Depa" review and approval. IEJ:.12] CONBUSTION AIR -M17 tight construction. In buildi construction, co outside the s ordinary tig all or rt· tilation system. Air e operation ol exhaust fan s, clothes dryers and fir in determining the ade · to provide combustion air. ventilation syste specified in 1 systems s1 RANGE HOOD: IRC M1505.1 Domestic open-top broiler units shall have a clearance of at least 24" maintained between the cooking surface and the combustible material of the cabinet. EXAMPLE: See table 3.1 for more specific req. ~ SMOKE DETECTORS: IRC A313 "Smoke Detectors" shall be installed in sleeping areas, outside of each sleeping area in the immediate vicinity of the bedrooms, and on each additional story of the dwelling including basement but not crawl spaces or uninhabitable attics. Smoke alarms shall be interconnected in such a manner that the actuation of one alarm will activate all of the alarms. In new construction, the req. smoke alarms shall receive their power from the building wiring when such wiring is served from commercial source, and when primary power is interrupted, shall receive power from a battery. When alterations, repairs or additions requiring a permit occurs or one or more sleeping rooms are added smoke alarms shall be added as required; the smoke alarms shall be interconnected and hard wired. [Efi§l APPLIANCE LOCATIONS: IRC M1305.1 -M13053.3 Appliances shall be accessible for inspection, service, repair and replacement without removing permanent construction. Central furnaces within compariments or alcoves shall have a min. working space clearance of 3" along the sides, back and top with a total width of the enclosing space being at leas 12" wider than the furnace. Appliances installed in a compartment, alcove, basement or similar space shall be accessed by an opening or door and an unobstructed passageway measuring not less than 24" wide and large enough to allow removal of the largest appliance in the space, provided that a level service space of not less than 30" deep and the height of the appliance, but not less than 30", is present at the front or service side of the appliance with the door open. Appliances in attics; see Mt305.3.3. mTIJ APPLIANCES LOCATED IN GARAGE: IRC M1307.3 -M1307.3.1 Appliances having a source shall be elevated such that the s is not less than 18" above the floor in Appliances located in a garage protected from impact by auto dryer exhaust d building, an · ' Ducts sh or other . le re at1on to the wall or rnust be reduced by 2.5 bend. ANE) STORAGE: IRC G2~ troleum ga~,~t6rage. Ttie"'~~ . ·· for liquefied petroleum g all' installed in accordance · Code. IFC 3809.7 Storage in location. LP-gas con · basement, pit or sf . air gas might collec stored in S & FIREPLACES: IRC chimneys shall be listed and terminated In accordance with s installation instruction.Al 004.1 uilt fireplaces shall be listed and labeled and nstalled in accordance with the conditions listing. Factory-built fireplaces shall be tested in accordance with UL 127. [0BJ TIGHT-FITTING DOORS (FIREPLACE): Solid fuel burning appliances and fireplaces shall be provided with tight-fitting glass or metal doors. An outside source of combustion air shall be ducted to the firebox. ~ MANUFACTURER'S SPECS: Installer shall leave the manufacturer's installation and operating instructions attached to the appliance. minJ SHOWER AREAS: UPC 411.7. All showers shall have a minimum finished interior floor area of 1024 square inches and shall also be capable of encompassing a 30" circle. These dimensions shall be maintained to a point 70" above the shower drain outlet. ~ WATER CLOSET CLEARANCES: IRC A307.1 Water closet shall be located in a clear space not less than 30" in width. The clear space in front shall not be less than 21". IJ:TI:ID TRAP PRIMERS: UPC 222.0 A device and system of piping that maintains a water seal in a remote trap. connection may provide a possibility of polluting such water supply or may provide a crossconnection between a distributing system of water for drinking and domestic purposes and water which may become contaminated by such plumbing fixture, device, or construction unless there is provided a back/low prevention device approved for the potential hazard. m]I) WATER HAMMER ARRESTORS: Where applicable, provide water hammer arrestors at all quick-acting valves at plumbing supply. mfiID POTABLE WATER OUTLETS: All potable water outlets with hose attachments shall be protected by a listed non-removable backflow preventer. Washer fixtures and water heater drains are excepted. ~ WATER HEATERS: Applianc in position shall be fastened approved manner. (IRC M13 Temperature and ·····" · drained to outsi · NumbeJ'\fi Bedrooms Nominal Tank Size ansion Tank Jims (as per UPC Jfn.~ . 'aters are required to to local requirements. tric hot water heaters shall be tom) to R-10 when located· r on a concrete floor. in lated as per local ts within ulated to R-8. Ducts SU .. . In deep frost line areas, or as by local code: water pipes outside of the ned space shall be insulated to a minimum of VENTILATION DUCTS: All ducts shall terminate outside the building. Fan ducts shall be equipped with back draft dampers and shall be insulated to a min. of RA in an unconditioned space. ~ FIRE DAMPERS: Fire dampers need not be installed in air ducts passing through walls, floors, or ceilings separating a residence (Group R, Div. 3 occupancy) from a garage provided such ducts within the garage are constructed of steel having a thickness of not less than 0.019 inch (26 ga galv. sheet metal) and have no openings into the garage section. ~ PRESSURE BALANCERS: Shower & tub shower combos to have pressure balancer or thermostatic controlled mixer valves. DIVISION 16 • ELECTRICAL ml]] . GENERAL REQUIREMENTS: Separate Permits may be required for electrical, mechanical, and plumbing inspections (Verify with local Building Official). All electrical wiring and installations shall be as required by state and local electrical codes. [IllQgj REQUIRED EXHAUST FANS: See DIVISION 15 (15.09-15.11) ~ REQUIRED SMOKE DETECTORS: See DIVISION 15 (15.15) ~ GROUNDED OUTLETS: All receptacles shall be grounded type. Receptacles located in Kitchens and Baths shall be installed above the work top . Other receptacles stlall be installed at 12" vertically above the floor, unless shown otherwise on the drawings. ~ WALL SWITCHES: Wall switches shall be installed 42" above the floor, unless otherwise shown on the drawings. TAHLE 3-1 DIVISION 17 • BUILDING ENVELOPE ENERGY USE SPECIFICATIONS These Items are found on "EC" Sheets. If your Project is located outside of Washington State, this plan may not contain this sheet. Check with your Local Jurisdiction for their Energy Regulations, and attach any applicable documents as/ if required. 66 BO BACKFLOW PREVENTER: UPC 602.3 No plumbing fixture, device, or construction shall be installed or maintained or shall be connected to any domestic water supply when such installation or !\.UNIMCI\l SOURCE SPECIFIC VENTILATION CAPACITY REQUIREMENTS Bathrooms Kitchens lulcnuitlcnlly opt'rntiug 50 cfm HXl cfm Comim,ous operation 20cfm 25 cfm X <( II' u_ C) z -z C) REVISION June 20, 2008 DESIGN Selected Building Code Req~irements SHEET NUMBER 3 OF 3 C :c z W.S.E.C. & W.S.V.I.A.Q. REQUIREMENTS Selected Codes, Requirements and Specifications excerpted and/or paraphrased from the WASHINGTON STATE ENERGY CODE (WSEC). and the WASHINGTON STATE VENTILATION AND AIR QUALITY Code (WSVIAQ). DIVISION 17 • filJILDING ENVELOPE ENERGY USE SPECIFICATIONS Chapter 1 • GENERAL REQUIREMENTS 11.ifilJ PURPOSE: The Purpose and Intent of the WSEC is to provide minimum standards for new or altered buildings and structures or portions therof to achieve efficient use and conservation of energy (Sec 101.2). This can be done by one of three paths for Residential Construction: 1. A System Analysis approach for the entire building and its energy using subsystems which may utilize renewable energy sources. (Chapter 4) 2. A Component Performance approach for various building elements and mechanical systems & components. (Chapter 5) 3. A Prescriptive Requirements approach. (Chapter 6) The "Path" selected must be provided via the "WSEC Energy Application" to the local Building Official al the time of Permit Application. All relevant component performance data (i.e. brand of windows, doors, insulation, etc.) must be filled in or attached by the owner/builder/agent; failure to do so renders these plans incomplete and absolves NHD, Inc. of any liability, express or implied, regarding any activity current or completed from these drawings. ~ SCOPE: This Code sets forth minimL1m requirements for the design of new buildings and structures that provide facilities or shelter for Residential Occupancy by regulating their Exterior Envelopes and the selection of their HVAC, Service Water Heating Systems, and Equipment for efficient use and conservation of energy (Sec 101.3). .chapt~r 2 • DEFIN,ITIONS IE]]] AFUE: Annual Fuel Utilization Efficiency. Unlike steady state conditions, this rating is based on average usage including on and off cycling as set out in the standardized DOE Test Procedures. ASHRAE: American Society of Heating, Refrigerating and Air-Conditioning Engineers, Inc. ASTM: American Society for Testing Materials. BUILDING ENVELOPE: The elements of a building which enclose conditioned spaces through which thermal energy may be transferred to or from the exterior, or, to or from spaces exempted by provisions of Section 101.3.1. (Sec. 201). CONDITIONED SPACE: Gross Floor Area: The sum of the areas of the several floors of the building, including basements, cellars, mezzanines and intermediate floored tiers and penthouses of headroom height, measured from the exterior faces of the exterior walls or from the center line of walls separating buildings. (Sec. 201 ). HSPF: Heating Season Performance Factor. NFRC: National Fenestration Rating Council. {U 0 ) Overall Thermal Transmittance: The overall (average) heat transmission of a gross area of the exterior building Envelope. VENTILATION AIR: That portion of supply air which from outside (outdoors) plus any recirculated air that·· been treated to maintain desired quality of air ·thin a designated space. Chapter 3 · DESIGN CONDIT mMl he heating or cooling e selected from 0.6% olumn for Summer (from the r o RAE publication: Recommended peratures, Washington State, ASH RAE). OR DESIGN TEMPERATURE: Indoor design rature shall be 70° for heating and 78° for cooling. . 302.2.1) Chapter 4 • SYSTEM ANALYSIS BUILDING DESIGN [flQJ] GENERAL: This chapter establishes design criteria in terms of total energy used by a building, including all of its systems. Analysis of design for all Group R Occupancies shall comply with section 402.1 through 402.6. (Sec. 401.1) ~ CALCULATING ENERGY CONSUMPTION: The application for a building permit shall include documentation which demonstrates, using a calculation procedure as listed in chapter B, or an approved alternate, that the proposed building's annual space heating energy use does not exceed the annual space heating and water heating energy use of a standard building conforming to Chapter 5 of this Code for the appropriate climate zone. (Sec. 402.1.2) ~ INFILTRATION: Infiltration levels used shall be set at .35 air changes per hour for thermal calculation purposes only. {Sec. 402.1.5) Chapter 5 • CQMPONENT PERFORMANCE DESIGN mifil GENERAL: Buildings that are heated or mechanically cooled shall be constructed so as to provide the required thermal performance of the various components. A building that is designed to be both heated and cooled shall meet the more stringent of the heating or cooling requirements as provided in this Code when requirements of the ext. envelope differ. (Sec. 501.1) l'.flill WALL INSULATION: Wall Insulation shall be in accordance with current WSEC. Above grade exterior walls sha insulated to not less than the nominal R·value as on the energy code application for the compl'a chosen. See Chapter 6 Tables. All insu entire framed cavity. Faced baits shall inset-stapled) to avoid compressi. unconditioned spa unconditioned bas not less. of 24" or to the fro protected. extend do footin ation shall be in accordance elow vented attics shall be the nominal A-value shown for ode application for the compliance ee Chapter 6 Tables. ve ve ts are installed, baffling of the vent openings provided so as to deflect the incoming air above rface of the insulation. Baffles shall extend to 6" above Batts and 12" above loose insulation. Vaulted ceiling cavities shall be of sufficient deptt, to allow a minimum 1" vented air space above the insulation. Faced batts shall be face· stapled (not inset-stapled). (Sec. 502.1.4.5) m:Ifil WINDOWS: Brand, model, and U-value must be stated on the Permit Application or Energy Worksheets. Any change in windows must be approved by the Building Department before installation. NFRC compliance stickers shall remain on the windows until the framing inspection has been approved by the Building Department. Tables 6-1 through 6-2. The required U·value for windows will be determined by calculating the percentage (of conditioned floor area) of glazing desired. lf.iJ]] EXTERIOR DOORS: All doors which are more than 50% glazing shall be considered as windows for the purpose of energy code requirements. All doors (including fire doors) shall comply with the U·value shown for compliance option chosen . m:TIJ VAPOR RETARDER: Vapor retarders shall be installed on the warm side (in winter} of insulation. (Sec. 502.1.6.1) WALLS: Use 4 Mil Poly as Vapor Retarder @ Walls. (Sec. 502.1.6.6) mJ]) VAPOR BARRIER IN CRAWL-SPACE: A ground cover of 6 mil black polyethylene shall be laid over the ground within crawl spaces. The ground cover shall be overlapped 12" min. at the joints and shall extend to the foundation wall. Exception: The ground cover may be omitted in crawl spaces if the crawl space has a concrete slab with a min. thickness of 3·1/2''. (Sec. 502.1.6.7) mifil HATCHES AND DOORS: All access hatches and doors from conditioned to unconditioned spaces (attics, crawl spaces, etc.) shall be weather stripped and insulated to a level equivalent to the insulation on the surrou · mlfil DUCT INSULATION: All heating ducts with spaces shall be insulated as per li le 5-11. ucts unconditioned space shall be · d to R-8. Duct under slabs shall be insul pier establishes desig ... , "' uirements for building co · IJ:Sf this chapter are applicable lo ricies. Occupancies shall mply wit ments of Chapter 5 of ttlis Co ept for m herein specified. (Sec. 6 II wall insulation shall comply wit f this Section. (Sec. 602.2) FLOOR INSULATION: All floors over crawl spaces shall be insulated to comply with Tables 6-1 or 6-2 of this Section. (Sec. 602.5) [6m PIPE INSULATION: In deep frost line areas, or as required by local code: water pipes outside of the conditioned space shall be insulated to a minimum of R-3. ~ MISC. INSULATION: The following are miscellaneous requirements for insulating the structure: • Insulation Baffles shall maintain a min. 1" clear air space to vent screens at Sottit / Eve area. Extend Baffle 6" above Batt Insulation. Extend Baffle 12· above Blown-in Insulation. • Insulate pehind tubs and showers partitions and at corners. ~ AIR LEAKAGE FOR GROUP A OCCUPANCY: Provide caulking, sealing, weather slripping or gasketing in the following areas to prevent air leakage. (Sec. 602.B) Infiltration Conrtol Areas: • Exterior joints around windows and door frames. • Openings between walls and foundations. • Between walls and roof. • Between wall panels. • Openings at all penetrations of the bldg. envelope for utility services. • Crawl Space Access panels DOORS: All exterior doors, other than fire-rated doors, shall be designed to limit air leakage around their perimeter when in the closed position. Doors between residence and garage are not considered fire-rated and must meet the above requirement. WINDOWS: All exterior windows shall be designed to admit infiltration into and from the bldg. envelope, which shall be substantiated by testing to standard ASTME E 283-75. Site-built and Millwork Shop made wooden sash are exempt from testing but shall be weather stripped, caulked and made "tightly fitting" against all moisture infiltration. LIGHT FIXTURES: Provide approved sealant around all light fixtures to limit air leakage in accordance with current WSEC. TABLE.6-1 PRESCRIPTIVE REQUIREMENTS0•1 FOR GROUP R OCCUPANCY CLIMATE ZONE 1 Glazin U·Factor Wall• Wall• Option Glazinq Area'~ % of Floor Vertical Overhead 11 Door 9 U-Factor Ceiling2 Vaulted Ceiling0 Wall 12 Above Grade int' Below ext 4 Floor5 Below I. II.* Ill. I\'. 10% l5% 'l~'.b Group R-1 a11d R-2 Occupancies Only U uliui.ilt:J 0.32 0.35 0.40 0.35 0.58 0.20 R-38 0.58 0.10 R-38 0.58 0.20 K-:18 / lJ=O.O:l 1 0.58 0.20 R-38 0.58 0.20 Grade Grade R-30 Rl5 R-15 R-10 R-30 R-2t R-21 R-10 K-30 / K-21 i K-t5 K-to lJ=(J.0.14 U=O.U:i7 R-30 :Vlinimum requirernent5 for area of I 3%, it 5hall comp I • meet the specific require osed design has a glazing ratio to the conditioned floor p,% glazing option (or higher). Propo,ed designs which cannot 'late compliance by Chapwrs 4 or 5 of this Code. after or joist \'UUltc~I ceilings complying with not,· 3. 'Adv' dcnot,,s er or joist rnultcd ceilings where both (a) the distance between the top of the i"1g i, le,s tlian 12 inches and \b) there is a minimum I-inch vented airspace ahove the lied ceiling, shall comply with the "ceiling" requiremems. TI1is option i, limited to 500 r any one dwelling unit. be insulated either on the exterior to a minimum level of R-10, or on the interior to the same level as 1or insulation in,aalled on helow grn<le walls shall I~ a water resistant material, manufactured for it:, installed according lo the m,mufacturds six:cifications. Sec S,clion 602.2. (.TU\\ 1 sp:u:es or expu,ed lu ambient air rnm.litions. uired slab [l<!rimeter insulation shall he a water resistant material, manufactured for it> intended use, and installed ding to manufacturer's spccifkations. Sec Section 602.4. Int. denotes stamlanl framing 16 im·hc, on ,cnll'r with hcadl."rs insulatcu with a minimum of R-10 insulation. 8. TI1is wall insula1ion requirement denote., R-19 wall ca, ity insulmion plt1s R-5 foam shealhing. 9. Door,, including all fire door5, shall he assigned default C-factor, from Tanh: I0-6C. 10. Where a maximum glazing area is lis~d, the total gl~zing area (combined \'enical plu, overhead) as a percent of gros, conditioned lloor are<1 shall be ks, lhm1 or equal lo 1hal value. Ov.:rhead gluLing with U-factor of U=0.40 or k,s is nut included in glazing area limitations. TABLE 6·2 PRESCRIPTIVE REQUIREMENT S0·1 FOR GROUP R OCCUPANCY CLIMATE ZONE 2 Glazin U-Factor Vertical Overhead 11 0.35 0.58 Door 9 U·Factor Vaulled Ceiling3 R-3{] R-3~ R-30 R-38 R-'.\O Wall 12 Above Grade R-21 int7 R-19 + R-5' R-19 + R-5' Wall• Wall• int' exf1 Below Below Grade Grade R-21 R-12 R-2t R-12 R-2t R-12 S1ab6 Floor" on Grade R-30 R-10 K-30 R·IU R-'.\O R-10 0.20 R-38 / R-30 i R-21 R-15 R-12 R-30/. R-10/ U=0.031 U=0.034 int 7 / Uoe\1.029 P=0.54 U=0.054 0.58 0.20 R-38 R-30 R-19+ R-21 R-12 R-'.\O R-10 R-5' YI. Unlimited Group R-3 and R-4 Oecupancle~ Onh 0.30 0.58 0.20 R--19 or R-311 Ad, R-38 R-21 int' R-21 R-12 R·.lO R-10 VU. Unlimited Group K-1 anrl K-2 0<:rnpandes Only tl.32 0.5X 0.20 K-18/ K-3{1/ K-21 R-15 R-12 K-.10! K-llli U=IJ.031 U=0.0:l4 int 7 i U=U.029 1'=(1.5-1 U=0.D5.J • Reference Case 0. Nominal R-values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. I. :>.Hnimum n:quircmcnts for each option listed. For example, if .1 proposed design has a glazing ratio to the conditioned floor area of 13%,, it shall comply wilh all of the requirement, of the I 5'7r:· glazing option (or higher). Proposed design, which cannot meet the specifa: re,1uirement!; of ll listed opliun abovt: may calculak cumplianc:e by Chapter, 4 ur 5 ur this Cude. 2. Requimnenl applies to all ceilings e.\cept ~ingle rnlkr or joist 1·milLed cdlings complying wilh note 3. 'AJ'"' denotes Advam:ed Frnmcd Ceiling. 3. Requircmct1t ,1pplicablc only to ,ingk raficr or joist vaulted ceilings where both (a) the <li~tance octwecn the top of the \:Ciling and the underside of the roof sheathing is less than 12 inches and (h) there is a minimum I-inch 1·ented airspace above the insulation. Other single rafter or joist vaulted cdlings \hall comply wiLh the "c1:ili11g" re(1uirements. Thi, option is limited to 500 square ket or ceiling mca for any one dwelling unit. 4. Below grade walls shall oc insulated either on the exterior to a minimum level of R-12, or on the interior to the same level as walls atJ<we grade. Exterior insulation installed on below grade walls shall be a water resistant material, nuinufactured for its intended use, and in,lalled according to the manufacturer·, ,pecili~ations. See Section 602.2. 5. Floors over crawl space, or ex1xy,ed to ambient air condition,. City Of . 6. Required slah perimeter in~ulatio11 shall he a water rcsiswnt material, manufactured for its intended use, and instjll,=.2 ~cc.or'i:Jifienton to numufadurer's spedlkmions. S.:e Si:~tion 602.4. r ning Divis. 7. lnl. denoles slandard framing 16 inches on center with header~ insulated with a minimum ur R-10 insulation. Jon M1lR 1 1 2010 X. TI1is wall inwlation requirement denote, R-19 wall cavity insulation pll!s R-.i foam ~heathing. 9. Onors, including all fire donrs, shall he a.\Signed default U-factor, frnm Tallie I0-6C. 10. Where a maximum glazing area is listed, the total glazing area (combined ve11ical plus overhead) as a perce11SJ>t·£J<Jj,~ conditioned Hour area shall be k;s lh,m or eqLial to that valw. Overhead glazing wilh U-l°nctor of U=0.40 or ldfist_@.t@hWestjp11 glazing area limitations. . .,_ ,r;;u r!~f[J 11. Overhead glazing ,hall have U-fa,·tor, <lctcm1inc<l in accordarn:c with NFRC 100 or a:; :;p,·cilic~ in Si.·,tion 502.1.5. l!:d/ 12. Lug and solid timber w.11ls with a minimum average thickness of 3.5' are e;,.empt from this imulation requirem1:nl. -ti) w Q ,-- REVISION June 20, 2008 DESIGN W.S.E.C & W.S.V.1.A.Q Requirements SHEET NUMBER EC 1 1 OF 2 Cl :c z W.S.E.C. REQUIREMENTS (continued) m]:§J ROOF/ CEILINGS: Vapor retarders shall not be required in roof/ceiling assemblies where the ventilation space above the insulation averages 12" or greater. Where the ventilation space above the insulation is less than 12" and the ceiling diaphragm is applied directly to the underside of the rafters (vrs. Clg. Jst.) a vapor barrier shall be required. IDEJ ATIIC VENTILATION/ VAPOR RETARDANT: The Net Free Ventilating Area for Attic Ventilation may be 1 /300 of the area of the ventilated space provided a Vapor Retarder having a Perm Rating not exceeding 1 is installed on the warm side of the insulation. ~ COMBUSTION AIR: G2407.6 (304.6) Outdoor combustion air. Outdoor combustion air shall be provided through opening(s) to the outdoors in accordance with Section G2407.6.1 or G2407.6.2. The minimum dimension of air openings shall be not less than 3 inches (76 mm). For a breakdown of Required Heating Systems for each type of Glazing see WSEC Table 6-1 through 6-2. Chapters 7 thru 12 • Not Cited Here (see WSEC} Chapters 13 • BUILDING ENVELOPE ~ SCOPE: Conditioned buildings or portions thereof shall be constructed to provide the required thermal performance of the various components according to the requirements of this Chapter. Unless otherwise approved by the building official, all spaces shall be assumed to be at least semi-heated. (Sec. 1301) EXCEPTIONS: 1. Greenhouses isolated from any conditioned space and not intended for occupancy. 2. As approved by the Building Official, spaces not assumed to be at least semi-heated. 3. Unconditioned Group M occupancy accessory to Group A occupancy. 4. Unstaffed equipment shelters or cabinets used solely for personal wireless service facilities. ~ SPACE HEATING TYPE: For the purpose of determining building envelope requirements, the following two categories comprise all space heating type: (Sec. 1302) Electric Resistance: Space heating systems which use electric resistance elements as the primary heating system including baseboard, radiant and forced air units where the total electric resistance heat capacity exceeds 1.0 W/ft'pl the gross conditioned floor area. EXCEPTIONS: Heat pumps and thermal electric resistance heating in variable air volume distribution systems. Other: All other heating systems and those systems listed in the exception to electric resistance. ~ INSULATION REQUIREMENTS: All insulation materials shall be installed according to the manufacturer's instructions to achieve proper densities, maintain clearances and maintain uniform A-values. To the ma;,<imum extent possible, insulation shall extend over the full component area to the intended R-value. (Sec. 1311.1) m]§I ROOF/ CEILING INSULATION: See Chapter 5 m:nJ WALL INSULATION: See Chapter 5 ~ FLOOR INSULATION: See Chapter 5 ln.w SLAB-ON-GRADE INSULATION: m1Q.l RADIANT FLOORS (on or insulation shall extend 14 • BUILDING MECHANICAL SYSTEMS SCOPE: This section covers the determination of requirements, system and component performance, control requirements and duct construction. (Sec. 1401) ~ GENERAL REQUIREMENTS: Section 1410, The building mechanical system shall comply with Sections 1411 through 1416, Sections 1440 through 1443, and Sections 1450 through 1454, and with one of the following paths: a. Simple Systems (Packaged Unitary Equipment); Sections 1420 through 1424. b. Complex Systems; Sections 1430 through 1439. c. Systems Analysis; See Section 1141.4 ~ HVAC GENERAL REQUIREMENTS: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Tables 14-1 A thru 14-1 G. (Sec. 1411.1) mTIJ COMBINATION SPACE AND SERVICE WATER HEATING: Section 1411.3, for combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASH RAE Standard 124-1991. Storage water heaters used in combination space and water heat applications shall have either an Energy Factor (EF) or a Combination Annual Efficiency of not less than the following: (Sec. 1411.3) Enc:rg:y Faclor Combin(;d Annual (F.F) F.fficiency (CAF.) < 50 gallon storage 0.58 0.71 50 to 70 gallon storage" 0.57 0.71 > 70 gallon storage 0.55 0.70 ~ PACKAGED ELECTRIC HEATING AND COOLING EQUIPMENT: Packaged Electronic Equipment providi both heating and cooling with a total capacity greater · 20,000 Btu/h shall be a Heat Pump. (Sec. 1411. liEID TEMPERATURE CONTROLS: Each s provided with at least one temperat zone shall be controlled by indivi responding to temperature ha floor of a building shall (Sec. 1412.1) pers are ace · the first story a s 3 or more stories in tatic Pressure: 2 inch to 3 inch; seal all transverse joints, and longitudinal seams. 3. Static Pressure: Above 3 inch; seal all transverse joints, and longitudinal seams, and ducVwall penetrations. ~ DUCT WORK: INSULATION: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers shall be isolated from the conditioned space by insulating interior surfaces to a minimum of R-11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 elm of total supply air capacity shall be insulated to a minimum of R-7 and are not considered building envelope. (Sec. 1414.2) m:MJ PIPING: INSULATION: Piping shall be thermally insulated in accordance with Table 14-6. (Sec. 1415.1) Exceptions: 1. Piping installed in unitary HVAC equipment. Cold water pipes outside the Conditioned Space shall be insulated in accordance with Washington State Plumbing Code. (WAC 51-56). SECTION 1420 • SIMPLE SYSTEMS ~ CONTROLS: In addition to the control requirements in Section 1412, where separate heating and cooling equipment serve the same temperature zone, thermostats shall be interlocked to prevent simultaneous heating and cooling. Systems which provide heating and cooling to a zones are prohibited. (Section 1422) SECTION 1430 • COMPLEX SYSTEMS Not Cited Here (see WSEC) SECTION 1440 • SERVICE WATER HEATING D1MJ WATER HEATING INSULATION: See Chapters 15 thru 20 • Not Cit· LOAD-BEARING PRESSURE (pounds per square f , clayey sand, silty grave . avel , S:M, SC, Glvf and GC ,. lay, sandy day, silty cl· and sandy silt (CL, ML, MH ai Minimum Smuulh lvlinimum Fk.\.ibl~ Duct Diameter Duct Diameter 4 im:h 5 inch 5 inch 6 inch 6inch 7inch 7inch 8hKh TABLE3-2 Miscellaneous WSVAIO Ducting Tables TABLE3-3 PRESCRIPTIVE EXHAUST DUCT SIZl;liG Minimum Flex l'\fa,dmurn Length Diameter Feet 4 inch 25 90 No Limil 7 inch from length. ed with fans of this size. TABLF:3-5 '.'lo l.imi1 j(l '.'lo Limit ~o Limit ~o Limit PRESCRIPTIVE INTEGRATED FORCED AIR SUPPLY DUCT SIZING 3 3 3 3 3 3 3 3 3 Minimum Smooth ,\-linimum flexible Maximum Length 1 JV!aximum Number Duct Diameter Dud Diameter of Elbuws2 50-80 6'' 7" 20' 3 80 -125 7" 8" 20' 3 115-175 8" 10" 20' 3 170 -240 9" 11" 20' 3 l. For lengths over 20 fee1 increase duct diameter 1 inch. 2. For elbows numbering more than 3 inlTcasc durt diameter I inch. TABLE A402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE ,------------- MINIMUM SPECIFIED COMPRESSIVE STRENGTH" (f',) TYPE OR LOCATION OF CONCRETE CONSTRUCTION lfasemcnl walls, loundation~ and other corK'Tclc 1101 tlX oscd to the weather 8asemerll slabs and interior slabs on g.r:ide. except gara e floor slabs Basement Wi\lls, foundation walls, exterior walls and uther vcnil'ul 1:uncrcte work exposed to the weather Pun:hes, <:arport slabs and sleps e.~poseJ lo the weather, anJ gamge lloor slabs For SI: I pound p,:r sgu;m: ind1 ~ 6.895 kf\1. a. S,rength at 28 day, psi. b. See Table R301.2(1) for weathering potential. Negligible 2,5(Kl 2,500 2,500 2,500 Weathering Potentialb MO<lerate Severe 2,5(MJ 2.500' 2,500 2,500" 3.000" 3,0001···.f 3,500'1 "/ c. Concr~lc in these locati,1ns rha1 may ho.:-"'uhjccr ro freezing and lhuwing during coni:.1ruccio11 shall 11'! air•.:-mrnincd concrccc in accon:bnc~ ,vith l-\.)ocnotc d. d. Cunnde ~hall bt' air-e11Lmi11<'11. TutJl air content (J)t'r<"enl by \tjlume of ,OTKl<leJ ,hall bt' nul le,s 1t1a11 5 J)t'r,enl ur more Lhau 7 percent. c. Sec Scccion R40~.2 for maximum ccmcntiti(1us maccrinls conccnr. f. I'ur gar.1ge il<>ur,; with~ sled trnweleu linish. r<'llu,·Liun uflhe lutal air cunlenl (J)t'rc·enl by volume ufcuncrele) lo nm less Lean 3 percent is J)t'Imineu iflhe sp;:,ilied rnmpre,sive strength of the <.:om:rete is increuseJ LO not kss than 4.lX)(J Jhi. VENTILATION RATES FOR ALL GROUP R OCCUPANCIES FOUR STORIES AND LESS Minimum and l\laximum Ventilation Rates: Cubic Feet Per l\linute (CFl\l) Floor Bedrooms Area, ft2 2 or less 3 4 5 (i 7 8 Min. !'\fax. l\lin. Max. Min. i\fax. !\tin. Max. Min, i\fax. Min. Max. Min. .Max. <500 50 75 65 98 80 120 95 143 110 165 125 188 140 2!0 501-1000 55 83 70 105 85 128 100 150 115 173 130 195 145 218 1001-1500 60 90 75 113 90 135 105 158 120 180 135 203 150 225 1501-2000 65 98 80 120 95 143 110 165 125 188 140 210 155 233 2001-2500 70 105 85 128 100 150 115 173 130 195 145 218 160 240 2501-3000 75 113 90 135 105 158 120 180 135 203 150 225 165 248 3001-3500 80 120 95 143 110 165 125 188 140 210 155 233 170 255 3501-4000 85 128 100 150 115 173 130 195 145 218 160 240 175 263 4001-5000 95 143 110 165 125 188 140 210 155 233 170 255 185 278 5001-6000 105 158 120 180 135 203 150 225 165 248 180 270 195 293 6001-7000 115 173 130 195 145 218 160 240 175 263 190 285 205 308 7001-8000 125 188 140 210 155 233 170 255 185 278 200 300 215 323 8001-9000 135 203 150 2r _:, 165 248 180 270 195 293 210 315 225 338 >9000 145 218 160 240 175 263 190 285 205 308 220 330 235 353 *For residences that exceed 8 bedrooms, inl'rease the minimum requirement listed for 8 bedrooms by an additimml 15 CFM per bedroom. The ma)(imum CFM is equal to 1.5 times the minimum. ---• (0 CJ l.{) N z - X -<( ~LL C) CJ'. z 0 (0 '-0 -. z ~ co E C) l.{) -0 (0 -l.{) u ti) N . ti) -C w 0 CJ'. Q CJ'. CL ~ (]) LU g2 E :E <( ~ o~~ :c Oz O· I-0 s Cl) s s ws w~ 3: ~ :cs I-~ D:: ti] 0 8:: z~ I- CJ'. 0 .-- co N CJ'. ~ REVISION June 20, 2008 DESIGN W.S.E.C & W.S.V.I.A.Q SHEET NUMBER EC 2 2 OF 2 C :c z .(- . Q I Crawl Space I )' I ---, n2s I r1 . ~ Q I D26 I I 013 D14 I~ .. I mto6 -I rn117 rn130 rn131 (618 (619 Foundation 601 603 1)01 1)04 1)05 1)07 1)08 1)09 IJTIJ 1)121 0011 mto6 I 6X6 FOST WI AFFROVED F06T 6ASE CONNECTION AS FER ENC:s'6 CALC6. TYF. 10'-0' 30'-0' 4' CONC. 6LA6 CRAWL 5 ACE ACCE55 4 6.1. WEL I ~I -Q I I ltl -,..---;--' 1 I 2XI~ FLR J5T5. L WFT. S 1/2 Mffi. FLR J6TS _J 1'-2' A5 FER ENC:s'5 C;.\LC5. TYF Q I j® CONC. FT6. , APPROVED FOST TO 6Et,J'1 CONN FER ENC:s'5 CALC6. YF. . Jijl 15'-3 l/2' SLAB ON GRAPE 4' CONC. 6LA6 r{) 4' cct1F. SAND I 6RA VEL 6A5E ' 5LOFE 6LA6 TOJJARD DOOR C: I (2) •4 6ARS CONT. IN FT6. Flat Work 1)01 1)02 .---11)03 1)04 . Q I fi DOOR OFENINC:s ~ J ; I ~T-~. -----~-------.--,... EOOE Cf 6LA6 lb'-3' R.0. 18'-4' 30'-0' NOTE: While every attempt has 1 een made to assure the ccuracy of these rawings, ALL I FORMATION MUST BE RIFIED prior to ordering · raw materials or ated components. A structural components specified are for reference only and must be verified with the ENGINEER 0 RECORD'S "S-She '' and/or (attached) documents LEGEND Nominator ., FOUNDATION 4 FRAMING FLAN SCALE: 1"4 11 = 11-0 11 CHECKED RES DRAWN BY BOP DESIGN 8017 A SHEET NUMBER 1 1 OF 6 )C ~i Fire Place t10? t108 1------ t104 ,~112 mr1§J IM201 IM211 u) u) -~ ~ I ,.S} ('() -Q I (0 - I -r 01 -r I WRAF' F'.T. ~X~ POST W/ IX CEDAR CAF' , SASE TRIM -,.S} ~ ~ ~ "' -~ I ~ "'<;f" I (f1 1'-0' j ,, J i 30'-01 ~IZl68 SL. D. S.G. 3~' CO!o:NER LOADED DIRECT VENT GAS FIREPLACE INSTALL F'ER MFu. SFECS. LIVING 11-6 X ~-~ Q I ('() . ~ 11·-~· 11' b' 6'-0' EuRESS M.6ED8M Smoke II X 13 NOOK 14 X 1-8 f 3'-6' EGRESS 4'-2' 1'-2' 11'-8' 4' DIA. BOLLARD~ 10'-8 1/2' . ~ u) I u) (fl I ~ Water Heater rn112 IH21 rnJ16 IH21 rn117 lfA47 11-~~--1rt---,-------,-t=M=-----1 m, 19 m s4 Garage I Dwelling m, 29 Se a ation m,31 C 30'-0' 0%] 013 Do61 Furnace 0021 rn2011~101 GAis.AGE 11-~ X l~-8 lb/0 X 1/0 O.HD. 18'-4' ffi32ll~i02 ffi34 ll~i 11 fi46llM12 ---t+---t fi47 i lM 14 ffi48ll~i 16 ffi49ll~i 17 rnso ll~i 19 rns1 IIM3o rn:.@IM33 rns3lfA 13 . Q I u) u) ·•till NOTE: While every attempt has 11 een made to assure the ccuracy of these rawings, ALL 11 FORMATION MUST BE RIFIED prior to ordering raw materials or 1wated components. structural components specified are for reference only and must be verified with the ENGINEER 0 RECORD's "S-She '1 and/or (attached) documents AREA SUMMARY TOTAL ~ 1,224 6.F. GARA6E: 3:i8 SF. COVERED FORCl-l : 60 Sf. GLASS AREA: 142 SF. ' GLAZING PERCENTAGE (GL I FL): llh % LEGEND co N 0) ~ CHECKED RES DRAWN BY BOP DESIGN 8017 MAJN FLOOR FLAN c· A ity of 11 Ptannin . _enton ll!S!11!1H1!11!E1!1!ET!!!!!11!1!1NU~M!1!11B!1!!E!!!1!!!!R!II g Division MAR 1 J ZOiO ff//[ErA ~~nnn/i.~r- © COPYRIGHT 2008 NORTHWEST HOME DESIGNll'JGt:"IN@ VENTILATION REQUIREMENTS (SEE WASHINGTON STATE INDOOR AIR QUALITY CODE) ~ ~ "NUTONE" QT 130 1.0 SONES 102 CFM, .25 WS 130 CFM .10 WS ~ ~ "NUTONE" QT 80 1.5 SONES 63 CFM , .25 WS 80 CFM .10 WS NOTES: 1. USE QT 130 (100 CFM MIN.)@ALL KITCHEN & WHOLE HOUSE FAN. 2. USE QT 80 (50 CFM MIN.)@ ALL OTHER LOCATIONS. 3. ALL FANS TO VENT DIRECTLY TO OUTSIDE. 4. ALL OTHER REQUIREMENTS OF WSEC/ VIAQ MUST BE MET. 2 2 OF 6 "- NOTE: While every attempt has been made to assure the ·11~[jJ[ accuracy of these drawings, ALL f,q1illlllllllllllll111111 1 INFORMATl~11 JJ:1§11 VERIFIED·~~ _ o or any _raw mat 1~~l irllllj fabricated co I ts. Any structural c 1 , r, ~1111 specified are for I f ~i only and must be veW~~cl with the ENGINEER OF RECORD's "S-Sheets" and/or (attached) documents LEGEND These Items found on "SP" & "EC" Sheets (attached) :ATTACH WI Af'FROVED POSITIVE f'OST TO 6E.6J'1 CONN. AS f'ER ENCi'S CALC5. TYP. I / I f I I I I ! I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I / 8'-0' CORNER 6ET r----HDR 8'-0' CORNER SET 8' SPAN (YIFJ MANLf. END JACKS -- fi 24' o.c. 8' 6f'AN (YIFJ MANUF. END JACK.€, 11, e 24' O.C. HDR r-----------~--, ------r-- 1 I I I I I I I I I I I I I I I I I I' Hlf' MASTER TRUSS 8'-0' COFiNER 6ET r--- I I -----_:;-;.:. __ J L_j I I -<l !:i:12 1" I i I I I I I I I I I I --~:::: ~ _L_-_-_-: _-_-:_-: _-_-_-_-_-_-_-_-_-_-_-: _-_--~ _-:_~ i I I I I I I I I I I I I I I I I I I I I I I I I I I 30'-IZ>' 6PAN (VIFJ HIP TRU66E5 e 24' 0.C. ! : b' 5PAN (YIFJ MANUF. END JACKS e 24' o.c. -sf" I ~ I Roof Rafters (flo11 (flo21 (fl081 (flo91 -----;lfl}§J 0111 m1a1 l'-4' TYP. (fl191 D241 Q081 ROOF FRAMING FL~~DY~@ SCALE : 114 u = 1'-0 11 PROVIDE ATTIC SPACE VENT PER IRC: t638 5.F X 1/1!;0 = 10.~2 5.F. VENT REQ 1D. 0 <.O 0 I co co • L.() CJ (0 z£1 -. . II\~ C, l.J.. z co N 0) ~ CHECKED RES DRAWN BY BOP DESIGN 8017 A SHEET NUMBER 3 3 OF 6 , -,,--'~·· .. ,-. -~. i''M''1'<,,\I"\ -,.·-,:.-,, :..:._: I.,., C Windows 1:103 I 1:1011 1:108 ....--Q13 IM12 ua 1s 1029 (() :::::, I ($;) TOP PLATE HDR & I -~ 5U6 FLR EFT ELEVATION © COPYRIGHT 2008 NORTHWEST HOME DESIGNING, INC. ---1 Misc. uo41 u23j CONT. MET AL ullTTER ON --!:>/4 x 8 FASCIA 6D. TYP. Attention: B1Jilding Offkitd DO NO! Atc~p·r 'H'\llS Pl.Ai~ FOR BQJ~lD!t.i( These docYments musi hove or1gira!:IJ,! wet :stomp authorizing use for perrriit or thez tire in viok1iion of NHO [ken:se Ar;reement Exterior Doors City of Renton Planning Division MAR 11 2010 NOTE: While every attempt has been made to assure the accuracy of these drawings, ALL !~FORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated components. Any structural components specified are for reference only and must be verified with the ENGINEER OF RECORD's "S-Sheets" and/or (attached) documents LEGEND Division, Detail or Section Nominator Sheet Number Number \ -oir.::o-=-i21 '\__ Item Number These Items found on 'SP' & "EC" Sheets (attached) l'- 0 (0 0 I CX) CX) • L() CJ z CX) N 0) ~ CHECKED RES DRAWN BY BOP DESIGN 8017 A SHEET NUMBER 4 4 OF 6 ):CC 'lz / ' e APPROX. GRADE OPTIONAL GRID Ii BACK. SCALE : OPTIONAL GRID • SIDE T ELEVATION © COPYRIGHT 2008 NORTHWEST HOME DESIGNING, INC. These cfocaJments rm.1s·t tmve original wet stamp quihp:1·i:r.irg use for pe:rrnBii or they are m v1@ICJt1011 of NHD license Aoreerneni. City o'f Benton Planning Division MAR 11 2010 NOTE: While every attempt has been made to assure the accuracy of these drawings, ALL INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated components. Any structural components specified are for reference only and must be verified with the ENGINEER OF RECORD's "$-Sheets" and/or (attached) documents LEGEND Division\ Detail or Section Nominator Sheet Number Number \ --, ,-0--,21 \.. Item Number These Items found on 'SP' & 'EC' Sheets (attached) co N 0) ~ CHE KEO RES DRAWN BY BOP DESIGN 8017 A SHEET NUMBER 5 5 OF 6 la,; ' 1;> . . ~· . ,. &/8' u\JJ6 <TYPE 'X') ---~I\ 2x RIM JOISTS EXFANSICN JOINT 4' CCNC. SLA6 CN 6 MIL VISGlUEEN VAPOR E3ARRIER ~----2x STUDS ~l-..----lNSULATION FER CODE .,.___,-,___ -----APPROVED ANCl-10R 60L TS REINF. 6ARS --- PER EN6'6 CALCS FER ENG'S. CALCS. ~6 6LACK VISG. VAPOR 6ARRIER GARAGE I DWELL ING 5EPARATfON DETAfL SCALE: 3/4 11 = l'-0 11 I&' ASPH. FELT OR APPR AIR 6ARRIER I' NOM. EXT. SIDING SEE ELEVATICNS 2x 60TTOM PLATE AFRV'D RIM z r: ........... ------ [ r \ . ~ 3/4' T.f(i P_L YUJOOD SU6FLOOR f GLUED 4 NAILED Found. Const. LEGEND Division, Number \ ·11..-:::--:0 2:-,I '\._ Item Number These Items found on "SP" & 'EC' Sheets (attache<J) 001 fjo1 (mo6 fjo3 m 13 1101 m2s f104 (640 mos mo1 mos mag 1111 11121 1--~ I&• ASPH. FELT OR AFRV'D AIR E3ARRIER ---~1----2x STUDS ,-""olil----INSULATICN FER COPE 1' NOM. EXT. SIDING ---1 SEE ELEVATICNS ~--6ASE60ARD AFRV'D RIM METAL FLASH'G 4' CCNC. SLAE3 r--3/4' T.46. FLYUJOOP SU6FLOOR / GLUED , NAILED ~~~==l ' .. .• . . . . ., \4., ~ . ·. ~ · .•. ·•. : •· S TU6 OJT '4 6AR x 18' fi 24' O.C. ---'<'--'-------APPROVED ANCl-10R 60L T5 REINF. 6AR5 --..__ FER ENG'G CALCS FOUNDATION DRAIN __/ WASHED ROCK FILL (TYF) PORC~ 5LA ----------,11 SCALE: ·111l,m,1---' , EAM 111 x ~SSETS P. T. POST 111111 ~~j~~-ANCl-10R POSTS AuAINSTi11 ll~IEJ~ MOVEMENT PER ENG'S. C l 1iii -I (() 11, INTERIOR WALL BUILD-UP 2 • 2x4 TOP PLATES 2x4 STUDS • 16' O.C. 1/2' u\JJ6 2x4 60TTOM PLATE SECTION-A FER ENG'S. CALCS. {!)~6 6LACK VI ~111111111111111 ~ ·•11 1111111111111111111111111111111 ~-2x STUDS 16' O.C. 2x BASE PLATE 4' CCNC. SLA6 CN 6 MIL VISGll.JEEN VAPOR 6ARRIER 4' COMPACT CRUSHED'1' 6ASE Trussed Roof Construction BED~ 34' T , G FL YWP GLUED f NAILED TYF. 18' MIN. CRAWL SPACE W/ 6 MIL VAPOR 6ARRIER TYPICAi-. SCALE 1 ~" = 11-0 11 Wall Const. ~---EXTERIOR WALL BUILD-UP EXT. SIDING PER ELEVATICNS ON APFROVEP VAPOR 6ARRIER ON 1/2' CDX SHT'G 2 • 2x6 TOP PLATES ON 2x6 STUDS fi 16' O.C. W / INSUL. FER COPE ON 1"2' u\JJ6 2x6 60TTOM PLATE Floor Const. iii09 iii 1.1.l iii 1'~:JfY of Rento Iii 16irnning Division n Qoo],, MAR 11 ZOlU co C\I 0) 'tj" DRAWN BY BOP DE I N 8017 A HEET NUMBER 6 6 OF 6 •· 11 ·'·. h·· ~. .··~ .. -~ SELECTED BUILDING CODE REQUIREMENTS Selected~ldhlg Codes & Requirements· excerpted fro;u:;;lnternational Resi~ntial Code{IRC), The international Building Code (IBC), the l)niform Plumbing Coqe {UPC), along with Example regulations cited In the Washington State Energy Code (WSEC). , DIVIS!QN 1 • GENER~L REQUIREM~ RQ!J CONSTRUCTION DOCUMENT LICENSE: 1. Grant of License: In consideration of payment of the Building Fee, which is part of the price you paid for this product, Northwest Home Designing, Inc., as Licensor, grants you, the Licensee, a nonexclusive Right of Use for the purpose of constructing one structure from these Documents. NHD reserves all rights not expressly granted to the Licensee. 2. Ownership of Technical Drawings: NHD retains the Title 17 use Rights and Ownership of these Construction Documents and all subsequent copies of the "work", regardless of the form of the original and/or other copies. This is not a sale of Original Documents whatsoever. 3. Copy Restrictions: These Technical Drawings and the ac- companying materials are Copyrighted. Unauthorized copy- ing of these Documents is expressly forbidden. You may be held Legally Responsible for any Copyright Infringement that is caused or encouraged by yOLlf failure to abide by the terms of this Agreement. 4. Transfer Restrictions: These Technical Drawings are Licensed to you only, and may not be transferred to anyone else without the prior written consent of Northwest Home Designing, Inc .. In no event may you transfer, assign, rent, lease sell, or other· wise dispose of these Construction Documents. 5. Miscellaneous: This Agreement is governed by the Laws of the State of Washington. Neither NHD nor anyone else who is Involved in the creation, production, or delivery of this product shall be liable for any direct or indirect consequential, or inci- dental damages. Violation of the terms of this agreement are subject to a ten thousand (S10,000.00) dollar penalty. Should you have any questions concerning this Agreement, or if you desire to contact NHD for any reason, please write us at: NHD Marketing Division: 4928 109th St. S.W., Lakewood, WA 98499 or call (253) 584-6309. IMPORTANT NOTICE: The Plan you are receiving is designed to be sold throughout many Jurisdictions and Building Codes which are found in the United States As these Jurisdictions and Requirements may vary, these plans were designed to the International Residential Code and related National Ordinances only, and may not comply with specific jurisdictional codes and specifications; they will be subject to change and varying interpretations. The Purchaser must ensure that the Plans comply with all Local, as well as National Building Codes and Requirements, which are applicable for the specific Site and Structural Engineering requirements. Before beginning construction, Purchaser must have Plans reviewed by a licenced Structural Engineer who will provide analysis, calculations, drawings, and data (including his or her licensee ·stamp") which will be submitted (where required) with these Drawings and Specifications to the Local Building Officials. Failure to do this renders these documents legally invalid and absolves NHD of any liability (express or implied) with regards to punitive damages. ~!:ens~nu~~~w )~1/l;liumen Note pll':lase refer to this number when camng for Co Atti.mtion: Building Official thi5 notice should a These copies are reproductions of an original c Designing, Inc. With the purchase of copies is 'the documents for the buikling of one home. la pmhibittid by CorJyright law. The plans ca any means. Nm1:itn,vest Horne Designing, Inc. c mm:lifiab!e original ml.ly be avai!&h!& am~ ~u,~!f'!r; ~ PLAN VERACITY: While every attempt has been made to insure the accuracy of these plans and specifications, site condition, product availability, and the like will affect the execution of this project. Therefore these documents must be considered as guidelines only, ALL INFORMATION MUST BE VERIFIED prior to construction. All changes to thes plans must be executed in accordance with Fed State, and Local codes and regulations. · doc1.:mumt by t~orthwest Home purchaser to use ments by any mea· , mdrawn, or reproci by !ans or a license nts desiring to m m thr residence and " gypsum board , arages beneath habitable d from all habitable rooms n 5/8" Type X gypsum or equiva- here seperation is a floor-ceiling assembly, cture supporting the seperation shall also be d by not less than 112" gypsum board or alent. FIRE-RESISTANCE OF EXTERIOR WALLS: IRC R302.1 Exterior walls with fire separation distance less thsn 3' shall have not less than a 1 hr fire-resistive rating with exposure from both sides. Projections shall not extend to a point closer than 2' from the line used to determine the fire seperation distance. II:@ STORY; IRC R202 a ·s shall be provided for ,gh a osition as to be plainly ·· the street or road fronting the N BETWEEN DWELLING UNITS: c1R':Hi.1 Walls and floors separating dwelling units in the same building shall not be less than 1 ·hr fire- resistive construction. That portion of a building included between the upper surface of a floor and the upper surface of the floor or roof next. Basements shall be considered a story above grade wher the finished surface of the floor above the basement is: More than 6' above the grade plane. More that 6' above the finished ground level for more than 50% of the total building perimeter. More than 12' above the finished ground level at any point. DO,fil HEIGHT OF BUILDING: IRC Section 503, Table 503. R-3 Single-family residences, duplexes or townhouses shall not exceed 40' in height. Height shall be measured from the vertical distance from the grade plane to the average height of the highest roof surface. Note: Zoning Regulations, and/or Deed Restrictions, may limit the height of residential structures more stringently. Chock with your local jlJrisdiction for height limitations. D10J FLOOR AREA: IRC R304.1. Dwelling units shall have at least one room with not less than 120 sq. ft. of floor area. Other habitable rooms except kitchens shall have an area of not less than 70 square feet. IRC R304.3 requires that habitable rooms other than a kitchen shall not be less than 7' in any dimension. IIITJ MINIMUM CEILING HEIGHTS: IRC R305. 1 Habitable rooms, hallways, corridors, bathrooms, toilet rooms, laundry rooms and basements shall have a ceiling height of not less than 7'. [lg] ROOM IDENTIFICATION: Each room and the intended use must be clearly defined on the plans by the applicant for plan review purposes. 0TIJ DECKS & BALCONIES: IRC R319.1.2 / R311.2.1 Ground contact. All wood in contact with the ground, embedded in concrete in direct contact l'(I the ground or embedded in concrete exP.psed to th weather that supports permanent str A,,,, intended for human occL1pancy shall be a preservative-treated wood su· use, except untreated w entirely below ground subm:rged in f.r;th wat Required ext · ,. stairways an shall itiv erti ~11 2.1 • R312.2 Guards. Porch or raised floor surfaces located n -s (762 mm) above the fl w shall have guards not less t ight. Open sides of stairs.' • ore than 30 inches abov~J shall have guards not measured vertically f · R312.2 Guard,qpeni on open si~~*(qfJ'.ijll:li balconies 'lf"' ·:,,,,.,,,,,,,. ·,,. ornamental I : . ~1.5.6 be ~fbvided on at least one side of s run of treads or flights with four or andrail height, measured vertically from ,. plane adjoining the tread nosing, or finished surface of ramped slope, shall be less than 34" nor greater than 38". Spacing between the wall. and handrail shall not be less than 1 1/2". All required handrails shall provide adequate graspability. See Haindrail grip size. IRC R311.5.6.3 ~ LIGHT AND VENTILATION: All habitable rooms must be provided with natural light and ventilation. See SP-3 15.05. IITI] STAIR HEADROOM CLEARANCE: IRC R311.5.2 Every stairway shall have a headroom clearance of not less than 6'8" measured vertically from the sloped plane. See exception for spiral stairways. II}]] STAIR RISE & RUN: IRC311.5.3 The maximum riser height shall be 7 3/4". The riser shall be measured vertically between leading edges of the adjacent treads. The minimum tread depth shall be 1 O". The tread depth shall be measured horizontally between the vertical planes of the fore most projection of the adjacent treads and at a right angle to the tread's leading edge. The largest tread rise or run may not exceed the smallest by more than 3/8". ~ STAIR WIDTH: IRC R311.5.1 Stairways shall not be less than 36" in clear width at all points above the permitted handrails and below required headroom heights. ~ USABLE SPACE UNDER STAIRS: IRC R311.2.2 Enclosed accessible space under stairs shall have walls, under stair surface and any soffits protected on the enclosed side with 1/2" gypsum board. O]I) SPIRAL STAIRWAYS: IRC R311.5.8.1 Spiral stairways are permitted, provided the min. width shall be 26" with each tread having a 7 1/2" min. tread depth at 12" from the narrower edge. All treads shall be identical, and the rise shall be no more than 9 1/2". A min. headroom of 6' · 6" shall be provided. DEJ WINDER STAIRWAYS: IRC R311.5.3.2 Winder treads shall have a min. tread depth of 6" at any point. Within any flight of stairs, the greatest winder depth at the 12" walk line shall not exceed the smallest by more than 318". ~ LANDINGS: IRC R311.5.4 There shall be a floor or landing at the top and bottom of each stairway. Aflight of stairs shall not have a vertical rise greater than 12' between floor levels or landings. The width of each landing shall not be less than the stairway served. Every landing shall have a minimum dimension of 36" measured in the direction traveled. Exception: A floor or landing is not required at the top of an interior flight of stairs, including stairs in an enclosed garage, provided a door does not swing over the stairs. R303.6 '· and exterior stair ways shall be provide ns to illuminate the stairs, including the I s to a level not less than 1 di ed at the d l 11 door shall not p of the threshold. . Where lighting outlets are , ays, there shall be a wall i. vel to control the lighting o ~t rway has six or more risers. T erior stairways shall be con lie welling LI nit. · ISION 2 • SITE WORK EJ]] SOILS: IRC R4014.1 In lieu of a complete geotechnical evaluation, the load-bearing values in Table R401.4.1 shall be assumed. See page EC 2. fl@ SLOPE: IRC R403.1.5 The top surface of footings shall be level. The bottom surface of footings shall not have a slope exceeding 1 unit vertical in 10 units horizontal. (10% slope). ~ FOOTING & FOUNDATIONS: R403.1 General. All exterior walls shall be sLipported on continuous solid or fully grouted masonry or concrete footings, wood foundations, or other approved structural systems which shall be of sufficient design to accommodate all loads according to Section R301 and to transmit the resulting loads to the soil within the limitations as determined from the character of the soil. Footings shall be supported on undisturbed natural soils or engineered fill. ~ EROSION CONTROL: Adjoining public and private property shall be protected from damage during construction, remodeling and demolition work. Verify method with local jurisdiction. El@ DRAINAGE: R401.3 Drainage. Surface drainage shall be diverted to a storm sewer conveyance or other approved point of collection so as to not create a hazard. Lots shall be graded to drain surface water away from foundation walls. The grade shall fall a minimum of 6 inches (152 mm)within the first 10 feet. DIVISION 3 • CONCRETE OQ:jJ CONCRETE STRENGTH: IRC R402.2 Concrete shall have a minimum specified compressive strength as shown in Table R402.2. Concrete subject to weathering shall be air entained as specified in Table R402.2. Unless noted otherwise by the Engineer of Record on their "S-Sheets". See page EC 2 for table. El@ FILL: Fill under ground-supported slabs shall be a minimum of 4" compacted sand or gravel. ~ CONCRETE JOINTS: AF 103.4.2 All control joints, isolation joints, construction joints and any other joints in concrete slabs or between slabs and foundation walls shall be sealed with a caulk or sealant. ~ SEISMIC REINFORCING: R403. 1.3 (Seismic Zones Do, D1, D2) Where a construction joint is created between a concrete iooting and a stem wall, a minimum one U4 bar shall be installed at not more than 4 feet on center. The vertical bar shall extend to 3" clear of the bottom of the footing, have a standard hook and extend a min. of 14" into the stem wall. DQfil FOOTING SETBACK FROM SLOPE: IRC R403.1.7.2 Footings on or adjacent to slope . shall be founded in material with an embedmn' setback from the slope surface sufficient to prov, , vertical and lateral support for the footing without detrimental settlement. N WALL HEIGHT: IRC 404.1.6 Concrete foundation walls shall extend above d g' de adjacent to the foundation at all minimum of 4" where masonry veneer is and a minimum ol 6" elsewhere. FOUNDATION FOOTING DEPTH: IRC R403.1.4 All exterior footings shall be placed at least 12" below undisturbed ground surface. Where applicable, the depth of footings shall also conform with Frost and Seismic conditions. R403. 1.4.1 • R403.1.4.2 ~ FOUNDATION FOOTING SIZE: IRC R403.1.1 The size of footings SLJpporting piers and columns shall be based on the tributary load and allowable pressure in accordance with Table R401.4.1 & R403.1. See SP 2. OIQ) FOUNDATION PIER PADS: IRC R403.1.1 See footings. DJ] FOUNDATION WALL SIZE: IRC 404.1.5 The thickness of the concrete and masonry foundation walls shall not be less than the thickness of the wall supported. See Exp. Oifil FOUNDATION ANCHOR BOLTS: IRC R403.1.6 The wood sole plate at exterior walls on monolithic slabs and wood sill pla1e shall be anchored to the foundation with anchor bolts spaced a maximum of 6' on center. there shall be a minimum of 2 bolts per plate section with 1 bolt located not more than 12" or less than seven bolt diameters from each end of the plate section. Bolts shall be at least a 1/2" in diameter and shall extend a minimum of 7" into the masonry or concrete. A nut and washer shall be tightened on each bolt to the plate. DllJ GIRDERS ENTERING MASONRY OR CONCRETE WALLS; IRC R319.1 Ends of wood girders entering concrete or masonry walls shall be provided with a 1/2" airspace on tops, sides and ends unless naturally durable or preservative-treated wood is used. EIHJ FOUNDATION: CHIMNEYS: IRC R1003.2 Footings for masonry fireplaces and their chimney shall be constructed of concrete or solid masonry at least 12" thick and shall extend at least 6" beyond the face of the fireplace or foundation wall on all sides. D1fil FOUNDATION DAMP PROOFING: See Division 7 (7.01) 01§) FOUNDATION VENTILATION: See Division 15 (15.06) DIVISION 4 • MASONRY Dfill MASONRY SPECIFICATIONS: IRC R606.1 Masonry construction shall be designed and constructed in accordance with provisions of ACI 530/ ASCE 5/TMS 402. MORTAR: IRC R607.1 Mortc;r shall be Type Mor S, ASTM'C270 depending on seismic design catag\'!lt REVISION June 20, 2008 DESIGN Selected Building Code Requirements SHEET NUMBER SP 1 1 OF 3 See engineering ''S Sheets" for specific type. Y Of Rent Planning Div·.. >n GROUT: IRC R609.1.1 Grout shall consist of !Ste a I z cemetitious material and aggregate in accordance with ASTM C 476. MAR 11 2010 DAMPERS: IRC R1001.7.1 /fPJs(rure Fireplaces shall be equipped with a ferrous md!af. ~ u;;OW,re q damper located at least 8" above the top of the fireplace /1;;1! opening. Dampers shall be installed in the fireplace or the chimney venting the fireplace, and shall be operable from the room containing the fireplace. ' : SELECTED BUILDING CoDE REQUIREMENTS (continued) CHIMNEY TERMINATION: G2427.5.3 (503.5.4) Chimney termination. Chimneys for residential-type or low-heat appliances shall extend at least 3 feet above the highest point where they pass through a roof of a bL;ilding and at least 2 feet higher than any portion of a building within a horizontal distance of 10 feet. MASONRY VENEER: R703.7 Stone and masonry veneer, general. Stone and masonry veneer shall be installed in accordance with this chapter, Table R703.4 and Figure R703.7. These veneers installed over a backing of wood or cold-formed steel shall be limited to the first story above-grade and shall not exceed 5 inches (127mm) in thickness. FIREPLACE HEARTH EXTENSION: R1001.10 Hearth extension dimensions. Hearth extensions shall extend at least 16 inches (406 mm)in front of and at least 8 inches (203 mm) beyond each side of the fireplace opening. Where the fireplace opening is 6 square feet (0.6 m2) or larger, the heart~ extension shall extend at least 20 inches (508 mm) 1n front of and at least 12 inches (305 mm) beyond each side of the fireplace opening. CHIMNEY CLEARANCE: R1003.18Any portion of a masonry chimney located in the interior of the building or witt1in the exterior wall of the building ~hall have a minimum air space clearance to combustibles of 2 inches (51 mm). Chimneys located entirely outside the exterior walls of the building, including chimneys that pass through the soffit or cornice, shal have a minimum air space clearance of 1 inch (25 mm). The air space shall not be filled,_ except. provide fire blocking in accordance with Section R1003.19. ~ METAL FIREPLACE UNITS: See Division 15 (15.20) DIVISION 5 • METALS EXHAUST DUCTING: IRC M1502 Range Hoods shall discharge to the outside through a single-wall duct. the duct shall have a smooth interior surface and be constructed of galvanized steel, stainless steel or copper. EIJil FLASHINGS: IAC R903.2 Flashing shall be corrosion resistant with a thickness of not less than 0.019".(No. 26 galvanized sheet) ~ HEAT DUCTING: Heating ducts shall be installed with out impingement on building surfaces. ~ PATIO FL.ASHING: IRC R703.8 Provide flashing where exterior porches, decks or stairs attach to. a wall or floor assembly of wood-framed construction. DIVISION 6 • Wooo AN.O PLASTICS llfil] STRUCTURAL PROPERTIES FOR HORIZONTAL MEMBERS:* STRESS Fb E DIMENSION LUMBER 1,350 p.s.i. min. 1,900,000 p.s.i. GLUE-LAMINATED BEAMS 2,400 p.s.i. 1,760,000 p.s.i. II@ LUMBER GRADING FOR VARIOUS WOOD MEMBERS: • Posts (Crawl Space) ...................... #2&btr DF • Posts (other) .................................. : ...... #1 DF • Joists, beams and stringers ........... #2&btr ljlF • Bucks, blocking, bridging, etc .......... Utili • Studs (2x4 & larger)....................... b • Rafters .................................... . • Headers ............................ .. • Beams ........................... .. • Sub Floor ............... , or 7/1 "CDX lywd 4/16" OSB . 4 #2&btr HIF "skip shthg." ............... 1 x6 #2&btr H/F r mfgr. specs) "skip shthg." ailing blocks ......... Pres. Trtd. ,n cone.) OF, H/F per Engineering Structural pages BQli WOOD SPECIES & GRADES: IRC 602.1 Load- bearing dimension lumber for studs, plates and headers shall be identified by a grade mark. WOOD IN CONTACT WITH CONCRETE AND MASONRY: IRC 319.1 (3) Sleepers and sills on a concrete or masonry slab that is in direct contact with the earth shall be naturally durable or preservative- treated wood. SIDING/EARTH SEPARATION: IRC 319.1 (5) Wood siding, sheathing and wall framing on the exterior of a building must have a clearance 6 inches from the ground.except where material used is naturally durable or perservative-treated wood. llJQ§) GIRDERS ENTERING MASONRY OR CONCRETE WALLS: See DIVISION 3. (3.13) COLUMNS AND POSTS: R319.1.4 Wood columns shall be approved wood of natural decay resistance or approved pressure-preservative-treated wood. See Exceptions POST CONNECTIONS: IRC R407.3 The columns shall be restrained to prevent lateral displacement at tt1e bottom end. Wood columns shall not be less than 4" X 4" and steel columns shall not be less than 3" diameter standard pipe or equivlent. PLYWOOD: Plywood Sub Flooring shall be 3/4" T.&G. CDX or 11/16" OSB (glued & nailed). Nailing shall be 10d@ 6" o.c. along panel edges, and 12" o.c. in field. Span Index shall be 40/20. Stagger end laps. Wall and Roof Sheathing shall be 1/2" CDX or 7/16" OSB nailed w/ 8d @ 6" o.c. along panel edges, and 12" o.c. in field. Span Index shall be 24/0. Stagger end laps. TRUSSES: IRC R502.11.1 • R502.11.2 Wood trusses shall be designed in accordance with approved engineering practice. The design an~A manufacture of metal plate connected wood shall comply with ANSlff Pl 1. The truss desi drawings shall be prepared by a re i professional where required by th jurisdiction in which the proj{l · Trussed shall be braced · provid~ lateral stability shop drawings shall Official at t.n~n,\!JU~i,~!. be on sit~rp or~irti,nr shall n ·("<>,,, o b In Ing to' in a flat field accuracy. catio and cover from the 905.2.7 Roof slopes from. s horizontal up to 4 units · izontal, underlayment shall pping 19 inches. For slope . f 4 units units horizontal or great rlayment ayer overlappping 2 inc ARING PARTITIONS: IRC R502.4 Joist under parallel bearing partitions shall be adequate size to support the load. Bearing partitions perpendicular to joists shall not be offset from the supporting girders, walls or partitions more than the joist dept~ _unless such joists are of sufficient size to carry the add1t1onal load. WALL BRACING: IRC Table R602.10.1 NOTE: The Prescriptive Path of the IRC Chapter 6 was not followed in the design of this residence, ALL lateral and vertical design solutions shall be provided by the ENGINEER OF RECORD on their '·S-Sheets" (attached). WALL FRAMING: IRC R602.3.1 Utility grade studs shall not be spaced more than 16" on center, or support more than a roof and ceiling, or exceed 8' in height for exterior and load bearing walls or 10' for interior non- bearing walls. R602.3.2 Wood stud walls shall be ,~·- capped with a double top plate lnsta_lled to provid~. overlapping at corners and inten,ect1ons with bea1mg partitions. End joints in top plaws shall be ottset at least 24". Cutting and notching: A6Q2.6 may not excee~ 25% in bearing or exterior wall!.1., may not exceed 40 Vo in non-bearing walls. Bored holes: may not exc~ed 40% with a 5/8" to edge of stud; except up to 60 Ya if stud is doubled. HEADERS: IRC 502.1 O Openings in floor framing shall be framed with a header and trimmer joists. When the header joist span does not exceed 4', the header joist may be a single member the same size as the floor joist. When the header joist exceeds 4', the trimmer joists and the header joist shall be double~ . and of sufficient cross section to support the floor 101st framing into the header. FIREBLOCKING: IRC R602.8 Fireblocking shall be provided to cut off all concealed draft ope~ings (both . vertical & horizontal) and to forrn an effective fire barner between stories, and between a top story and the roof space. Fireblocking shall be provide~ in wood- framed construction in the following locations; • Vertically at the ceiling & floor level~. • Horizontally at intervals not exceeding 10ft. , At all drop ceilings, soffits & cove ceilings. .' , At openings around vents, pipes, and ducts at ce, and floor levels. • Between stair stringers at the top & • Fireblocking of cornices of a IV>'. • required at the line of the dwett,.,, ;. RAFTER OPENINGS: I ceiling framing shall b joists. When the ,!Jead •• ~C,)i',:c the header JO as the ciling! exceeds 4', t . , . .2 Horizontal lap siding shall 1 in. or .05 in. if rabbeted, and shall caulked, covered with batten, or sealed over a strip flashing. (See manufactures ions) THERMAL & MOISTURE FOUNDATION WALL DAMP-PROOFING: IRC R406.1 Foundation walls thaat retain earth and enclose habitable or usable spaces located below grade shall be dampproofed from the top of the footing to the finished grade. Except for areas with a high water table require waterproofing. WEATHER RESISTIVE SHEATHING PAPER: IRC R703.2 Asphalt-saturated fell free from holes and breaks , weighing not less than 14 pounds pe~ square feet. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less 2". Where joints occur, felt shall be lapped not less than 6". ROOF COVERING: IRC R9031 Roof decks shall be covered with approved roof coverings secured to the building or structure. Roof assembli~s sh.all be designed and installed in accordance with this code and the approved manufacturer's installation instructions such that the roof assembly shall serve to protect the building or structure. FOUNDATION INSULATION: Foundation Insulation shall be in accordance with local energy codes. Example: Slab-on-grade insulation, installed inside the foundation wall, shall extend downward from the top of the slab for a minimum distance of 24'' or downward and then horizontally beneath the slab for a minimum combined distance of 24". Insulation installed outside the foundation shall extend downward to a minimum of 24" or to the frost line. Above grade insulation shall be protected. For monolithic slabs, the insulation shall extend downward from the top of the slab to the bottom of the footing. UNDER-FLOOR INSULATION: Under Floor Insulation shall be in accordance with local energy codes. Example: WSEC Section 502.1.4.7. Floors over unconditioned spaces, such as vented crawl spaces, unconditioned basements and garages shall be insulated to not less than the nominal R-value shown for floors over unconditioned spaces on t11e energy code application for compliance option chosen. WALL INSULATION: Wall Insulation shall be in accor dance with local energy codes. Example: Above grade exterior walk shall be insulated to not less than the nominal A-value as specified on the energy code application for the compliance option chosen. See Chapter 6 Tables. F · shall be face-stapled (not inset-stapled) aulted Ceiling local energy shall be insulated alue shown on the n for the compliance option Tables. Vaulted ceiling cavil depth to allow a minimu • ·r spabe above the insulation. Fa' ace-stapled (not inset-stapl MISC. INSULATION: The following are miscellaneous requirements for insulating the structure: , Insulation Baffles to maintain min. 1" air space above insulation. Extend Baffle 6" above Batt Insulation. Extend Baffle 12" above Blown-in Insulation. , Insulate behind tubs and showers partitions and at corners. INFILTRATION CONTROL: Provide caulking, sealing, weather stripping or gasketing in the following areas to prevent air leakage: , Exterior joints around all window and door frames. , Openings between walls and foundations. • Between walls and roof. • Between wall panels. • Openings at all penetrations of the building envelope for utility services. • Crawl Space Access panels DOORS: JRC R311.4.2 Not less than one exit door shall be provided for each dwelling unit. The required , exit door shall be a single-hinged door not less than 3 in width and 6'-8" in height. Other doors shall not be required to comply with these min. dimensions. WINDOWS: All exterior windows shall be designed to allow infiltration to and from the building envelope, which shall be substantiated by testing to standard ASTME E 283-75. Site-built and Millwork Shop made wooden sash are exempt from testing but shall be weather stripped, caulked and made "tightly fitting" against all moisture infiltration. VAPOR BARRIER IN CRAWL-SPACE: Provide an approved Vapor Barrier throughout entire Crawl Space. Example: A ground cover of 6 mil black polyethylene shall be laid over the ground within crawl spaces. The ground cover shall be overlapped 12" minimum at the joints and shall extend to the foundation wall. . The ground cover may be omitted in crawl spaces if the crawl space has a concrete slab with a minimum thickness of 3-1 /2". VAPOR RETARDER: IRC A318 In all framed walls, lloors and roof/ceilings comprising elements of the building thermal envelope, a vapor retarde~ shall .be installed on the warm-in-winter side of the 1nsulat1on. DIVISION 8 • DOORS & WINDOWS DOORS: I RC R311.4.2 Not less than one exit door shall be provided for each dwelling unit. The require~ exit door shall be a side-hinged door not less than 3 in width and 6'-8" in height. Other doors shall not be required to comply with these min. dimensions. GARAGE/DWELLING DOOR: IRC R309.1 Openings from a private garage directly into a room used for sleeping Plirposes shall not be permitted. Others openings between the garage and residence sh~II be equipped with solid wood, steel or honeyco not less than 1 3/8", or 20-minute fire-rated' EGRESS WINDOWS: IRC R310.1 A and basements are required lo have e The window shall have a minimum net c . openable area of 5.7 square feet. The mi clear openable h · ·· imension shall be 2 minimum net · ab,le width diJ11ension 20". The wi "'''· sill height not wells shall be finished sill . The well shall pened and provide a clear opening of 9 Sq. Ft., dimension of 36". Window wells with f more than 44" shall be equipped with · adder. ERIOR DOORS: If applicable under local Energy Codes, all doors with more than 50% glazing shall be considered as windows for the purpose of energy code requirements. All other doors shall comply with the U-value shown for compliance option chosen. HATCHES AND DOORS: If applicable under local Energy Codes, all access doors from conditioned to unconditioned spaces (attics, crawl spaces, etc.) shall be weather stripped and insulated to a level equivalent to the insulation on the surrounding surfaces. DISTRIBUTION: Where outdoor air supplies (window or wall ports) are separated from fan locations by doors, adequate air flow shall be ensmed by under cutting doors or installing grills or transoms. Doors shall be undercut to a minimum of 1/2" above the surface of the finished floor covering. EXAMPLE: WSVIAQ Section 302.6.4 WINDOWS: Brand, model, and U-value must be stated on the Permit Application or Energy Worksheets. Any change in windows must be approved by the. Building Department before installation. NFRC compliance stick ers shall remain on the windows until the framing inspection has been approved by the Building Department. EXAMPLE: WSEC Section 502.1.5 & Tables 6-1 through 6-6. The required U-value for windows will be determined by calculating the percent age (of conditioned floor area) of glazing desired. [I]§j SAFETY GLAZING: IRC R308.4 The following shall be considered specific hazardous locations requiring safety glazing materials: 1 . Glazing in swinging doors except jalousies . 2. Glazing in fixed and sliding panels of sliding door assemblies and panels in sliding and bifold closet door assemblies. 3. Glazing in storm doors. 4. Glazing in all unframed swinging doors. 5. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60" above a standing surface. 6. Glazing in an individual fixed or operable panel adjacent to a door where the nearest exposed edge of th glazing is within 24" arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60" above the walking surface. See Exceptions SKYLIGHTS: IRC R308.6 All skylights must be laminated glass under tempered glass, unless provided with screens. Exception: Laminated glass need not be provided within individual dwelling units when fully tempered glass is used as single glazing or in both . panes of an insulating glass unit when all the following conditions are met: , The area of each pane (single glass) or unit (insulating glass) shall not exceed 16 square feet. • The highest point of the glass shall not be more than 12' above my walking surface or other accessible area. • The nominal thickness of each pane shall not exceed 3/1 6". c·t . , Y of Renton Planning Division MAR 11 201/J ,-- co N 0- ~ REVISION Ji.me 20, 2008 DESIGN Selected Building Code ReqtJirements SHEET NUMBER SP 2 2 OF 3 C :c z SELECTED CODE REQUIREMENTS (continued) D]].I WINDOW PORTS: See DIVISION 15 (15.12) DIVISION 9 • FINISHES DQ] WATERPROOF WALL BOARD: All walls and ceilings of bath tub and shower enclosure areas shall be covered with approved waterproof material. D@ SHOWER STALL SURFACING: Bathtub and shower floors and walls above bathtubs with installed shower heads and in shower compartments shall be finished with a nonabsorbent surface. Such wall surfaces shall extend to a height of not less that 6' 8" above the floor. DQ1J UTILITY ROOM WALL BOARD: All surfaces immediately adjacent to Washers, Dryers, and Laundry Tubs shall be surfaced with approved waterproof material. ~ BATHROOM AND UTILITY ROOM FINISH FLOORING: All Bath and Utility floors shall be finished with approved nonabsorptive material. ~ KITCHEN FINISH FLOORING: Kitchen floors shall be finished with an approved nonabsorptive material. D.Q§] INTERIOR PAINT: Per manufacture specifications. Iii@ GYPSUM WALLBOARD: R702.3.8 Water-resistant gypsum backing board. Gypsum board used as lhe base or backer for adhesive application of ceramic tile or other required nonabsorbent finish material shall conform to ASTM C 630 or C 1178. Use of water- resistant gypsum backing board shall be permitted on ceilings where framing spacing does not exceed 12 inches (305 mm) on center for 1/2-inch-thick (13 mm) or 16 inches (406 mm) for 5/8-inch-thick (16 mm) gyp sum board. Water-resistant gypsum board shall not be installed over a vapor retarder in a shower or tub compartment. Cut or exposed edges, including those at wall intersections, shall be sealed as recommended by ~he manufacturer. R702.3.8.1 Limitations. Water resistant gypsum backing board shall not be used where there will be direct exposure to water, or In areas subject to continuous high humidity. l:J]]] GYPSUM WALLBOARD NAILING: IRC Table R702.3.5 See sheet SP-2 For Table. DIVISION 10 · 14 • NOT APPLICABLE ' DIVISION 15 • MECHANICAL mifilJ HEATING: IRC R303.8 Every dwelling unit shall be provided with heating facilities capable of maintaining a min. room tempature of 68° F at a point 3' above the floor and 2' from exterior walls in all habitable rooms at the design tempature. m.@ HEATING TYPE: Healing type and fuel shall be selected by the owner. The builder shall make necessary changes in the drawings to accommodate chimneys, vents, etc. which shall be located and installed as req. All Warm Air Furnaces shall be listed and labeled by an approved agency and installed to listed specifications. ~ HEAT LOSS CALCULATIONS: If climatic variations due to location require heat loss calculations, the builder or heating contractor shall be responsible for providing them. ml~ DUCTWORK INSULATION: All ductwork (requiring insulation) shall be insulated without impingement fro building surfaces. ~ LIGHT & VENTILATION: IRC R303.1 All habitable rooms shall be provid glazing area of not less than 8 of such rooms. Natural ventil ·· openable area to the o area being ventilat. . ,. een the bottom un , , ,, ny building asement or cellar shall . ,,., .. ilati nings through '"''''"'" terior walls. Such openings sl1all each corner of said buildin!.J. The · f ventilation openings shall not be are foot for each 150 square feet of under floor space area. PER WASHINGTON STATE 2007 AMMENDMENT: 1 square foot for each 300 square feet of under floor space area. ll[Qzl ATTIC VENTILATION: IRC R806.2 The total net free ventilating area shall not be less that 1 to 150 of the area of space ventilated except that the total area is permitted to be reduced to 1 to 300. provided at least 50% and not more than 80% of the req. ventilating area id provided by ventilators located in the upper portion of the space to be ventilated at least 3 feet above the eave or cornice vents with the balance of the req. ventilation provided by eave or cornice vents. ml]ID MECHANICAL VENTILATION: R303.1 (Exp 1) The glazed areas need not be openable where the opening is not required by Section R310 and an approved mechanical ventilation system capable of producing 0.35 air change per hour in the room is installed or a whole-house mechanical ventilation system is installed capable of supplying outdoor ventilation air of 15 cubic feet per minute (elm) (78 Us) per occupant computed on the basis of two occupants for the first bedroom and one occupant for each additional bedroom. [I[QID EXHAUST FANS: Where excess water vapor or cooking odors are produced, exhaust fans are required; in each kitchen, bathroom, water closet room, laundry facility, indoor swimming pool, spa and other such rooms . The point of discharge of exhaust air shall be at least 3' from any opening into the building or property line (this includes dryer exhausts and kitchen range hoods). m}QJ EXHAUST FANS: WSVIAQ Table 3-1: (Sheet SP3) ll[j] WHOLE HOUSE/ FORCED AIR VENTILATION: Integrated forced-air/ventilation systems shall have a 6" diameter or equivalent outdoor air inlet connected to a terminal element on the outside of the building from the return plenum of the forced-air system. The outdoor air inlet duct shall be equipped with a device that regulates air flow to a minimum of .35 but not greater than .50 air changes per hour under nor operating conditions. The system shall be desig by a licensed HVAC contractor and sub · energy application to the Building Depa·' review and approval. r spa input. 01.2 ExhaLJst a ilation system. Air !r~me~t§ .. !$1'.1.!J-le operation of exhaust fan $'' .,,J~Ii~rn.~x~t~n'is, c1ot~es dryers and fir be C<iO§Jge.ted in cJeterm1ning the ade to provide combustion air. m:TIJ INTEGRATED WHOLE H SYSTEMS: WSVIAO 30 ventilation syste . II specified in T systems s ' e return air stream shall be located e forced-air system blower and shall not ected directly into a furnace cabinet to prevent a·1 shock to the heat exchanger. The outdoor air inlet duct shall be prescriptively sized in accordance with Table 3-5. RANGE HOOD: IRC M1505.1 Domestic open-top broiler units shall have a clearance of at least 24" maintained between the cooking surface and the combustible material of the cabinet. EXAMPLE: See table 3.1 for more specific req . lE3ll] SMOKE DETECTORS: IRC R313 "Smoke Detectors" shall be installed in sleeping areas, outside of each sleeping area in the immediate vicinity of the bedrooms, and on each additional story of the dwelling including basement but not crawl spaces or uninhabitable attics. Smoke alarms shall be interconnected in such a manner that the actuation of one alarm will activate all of the alarms. In new construction, the req. smoke alarms shall receive their power from the building wiring when such wiring is served from commercial source, and when primary power is interrupted, shall receive power from a battery. When alterations, repairs or additions requiring a permit occurs or one or more sleeping rooms are added smoke alarms shall be added as required; the smoke alarms shall be interconnected and hard wired. [I.[[§] APPLIANCE LOCATIONS: IRC M1305.1 • M1305.3.3 Appliances shall be accessible for inspection, service, repair and replacement without removing permanent construction. Central furnaces within compartments or alcoves shall have a min. working space clearance of 3" along the sides, back and top with a total width of the enclosing space being at leas 12" wider than the furnace. Appliances installed in a compartment, alcove, basement or similar space shall be accessed by an opening or door and an unobstructed passageway measuring not less than 24" wide and large enough to allow removal of the largest appliance in the space, provided that a level service space of not less tt1an 30" deep and the height of the appliance, but not less than 30", is present at the front or service side of the appliance with the door open. Appliances in attics; see M1305.3.3. APPLIANCES LOCATED IN GARAGE: IRC M1307.3 -M1307.3.1 Appliances llaving an· source shall be elevated such that the s · is not less than 18" above the floor in Appliances located in a garage . protected from impact by auton'l ·'"~' CLOTHES DRYERS:'11;},g:~. dryer exhaust d sh · · · building, an · ip Ducts sh r at1.on to the wall or must be reduced by 2.5 bend. ANE) STORAGE: IRC G2 ie roleum gas storage. The · · for liquefied petroleum g al an installed in accordance · ·' Code. IFC 3809.7 Storage in location. LP-gas con. " s basement, pit or si air gas might callee stored in ~~~ew;:; BUILT . , ... · 1N S & FIREPLACES: IRC '"''·'''1bhimneys shall be listed and terminated in accordance with nu rs installation instruction.R1004.1 .built fireplaces shall be listed and labeled and s ,,~,, ;.installed in accordance with the conditions of th·e listing. Factory-built fireplaces shall be tested in accordance with UL 127. (021-I TIGHT-FITTING DOORS (FIREPLACE): Solid fuel burning appliances and fireplaces shall be provided with tight-fitting glass or metal doors. An outside source of combustion air shall be ducted to the firebox. ~ MANUFACTURER'S SPECS: Installer shall leave the manufacturer's installation and operating instructions attached to the appliance. mnJ SHOWERAREAS:UPC411.7.AII showers shall have a minimum finished interior floor area of 1024 square inches and shall also be capable of encompassing a 30" circle. These dimensions shall be maintained to a point 70" above the shower drain outlet. ~ WATER CLOSET CLEARANCES: IRC R307.1 Water closet shall be located in a clear space not less than 30" in width. The clear space in front shall not be less than 21". ~ TRAP PRIMERS: UPC 222.0 A device and system of piping that maintains a water seal in a remote trap. connection may provide a possibility of polluting such water supply or may provide a crossconnection between a distributing system of water for drinking and domestic purposes and water which may become contaminated by such plumbing fixture, device, or construction unless there is provided a backflow prevention device approved for the potential hazard. m]zj WATER HAMMER ARRESTORS: Where applicable, provide water hammer arrestors at all quick-acting valves at plumbing supply. ~ POTABLE WATER OUTLETS: All potable water outlets with hose attachments shall be protected by a listed non-removable backllow preventer. Washer fixtures and water heater drains are excepted. NumbeWt', Bedrooms Nominal Tank Size o . !xpansion Tank ms (as per UPC ters are required to to local requirements. tric hot water heaters shall be tom) to R-1 O when located · on a concrete floor. in lated as per local ts within sulated to R-8. Ducts If be insulated to R-5. .. : In deep frost line areas, or as by o al code: water pipes outside of the ned space shall be insulated to a minimum of VENTILATION DUCTS: All ducts shall terminate outside the building. Fan ducts shall be equipped withback draft dampers and shall be insulated to a min. of R-4 in an unconditioned space. ~ FIRE DAMPERS: Fire dampers need not be installed in air ducts passing through walls, floors, or ceilings separating a residence (Group R, Div. 3 occupancy) lrom a garage provided such ducts within the garage are constructed of steel having a thickness of not less than 0.019 inch (26 ga galv. sheet metal) and have no openings into the garage section. ~ PRESSURE BALANCERS: Shower & tub shower combos to have pressure balancer or thermostatic controlled mixer valves. DIVISION 16 •·ELECTRICAL [[[Q1) GENERAL REQUIREMENTS: Separate Permits may be required for electrical, mechanical, and plumbing inspections (Verify with local Building Official). All electrical wiring and installations shall be as required by state and local electrical codes. ~ REQUIRED EXHAUST FANS: See DIVISION 15 (15.09-15.11) ~ REQUIRED SMOKE DETECTORS: See DIVISION 15 (15.15) ~ GROUNDED OUTLETS: All receptacles shall be grounded type. Receptacles located in Kitchens and Baths shall be installed above the work top . Other receptacles shall be installed at t 2" vertically above the lloor, unless shown otherwise on the drawings. ~ WALL SWITCHES: Wall switches shall be installed 42" above the floor, unless otherwise shown on the drawings. TABLE 3-1 DIVISION 17 • BUILDING ENVELOPE ENERGY USE SPECIFICATIONS These Items are found on "EC" Sheets. If your Project is located outside of Washington State, this plan may not contain this sheet. Check with your Local Jurisdiction for their Energy Regulations, and attach any applicable documents as/ if required. 6 80 BACKFLOW PREVENTER: UPC 602.3 No plumbing fixture, device, or construction shall be installed or maintained or shall be connected to any domestic water supply when such installation or l\.HNil\ll"l\1 SOURCE SPECIFlC VENTILATION CAPACITY REQUIREMENTS Bathrooms Kitchens lukrmill~ntly upt'rnling 50 cfrn ll~) dm Continuous operation 20 cfrn 25 cfm -en w Q .-- REVISION June 20, 2008 DESIGN Selected Building Code Requirements SHEET NUMBER SP 3 3 OF 3 C :c z W.S.E.C. & W.S.V.I.A.Q. REQUIREMENTS Selected Codes, Requirements and Specifications excerpted and/or paraphrased from the WASHINGTON STATE ENERGY CODE (WSEC), and the WASHINGTON STATE VENTILATION AND AIR QUALITY Code (WSVIAQ). DIVISION 17 · BUILDING ENVELOPE ENERGY ' USE SPECIFICATIONS Chapter 1 • GENERAL REQUIREMENTS m]I] PURPOSE: The Purpose and Intent of the WSEC is to provide minimum standards for new or altered buildings and structures or portions therof to achieve efficient use and conservation of energy (Sec 101.2). This can be done by one of three paths for Residential Construction: 1. A System Analysis approach for the entire building and its energy using subsystems which may utilize renewable energy sources. (Chapter 4) 2. A Component Performance approach for various building elements and mechanical systems & components. (Chapter 5) 3. A Prescriptive Requirements approach. (Chapter 6) The "Path" selected must be provided via the "WSEC Energy Application" to the local Building Official at the time of Permit Application. All relevant component performance data (i.e. brand of windows, doors, insulation, etc.) must be filled in or attached by the owner/builder/agent; failure to do so renders these plans incomplete and absolves NHD, Inc. of any liability, express or implied, regarding any activity current or completed from these drawings. ~ SCOPE: This Code sets forth minim Lim requirements for the design of new buildings and structures that provide facilities or shelter for Residential Occupancy by regulating their Exterior Envelopes and the selection of their HVAC, Service Water Heating Systems, and Equipment for efficient use and conservation of energy (Sec 101.3). Chapter 2 • DEFINITIO.NS ~ AFUE: Annual Fuel Utilization Efficiency. Unlike steady state conditions, this rating is based on average usage including on and off cycling as set out in the standardized DOE Test Procedures. ASHRAE: American Society of Heating, Refrigerating and Air-Conditioning Engineers, Inc. ASTM: American Society for Testing Materials. BUILDING ENVELOPE: The elements of a building which enclose conditioned spaces through which thermal energy may be transferred to or from the exterior, or, to or from spaces exempted by provisions of Section 101.3.1. (Sec. 201). CONDITIONED SPACE: Gross Floor Area: The sum of the areas of the several floors of the building, including basements, cellars, mezzanines and intermediate floored tiers and penthouses of headroom height. measured from the exterior faces of the exterior walls or from the center line of walls separating buildings. (Sec. 201 ). HSPF: Heating Season Performance Factor. NFRC: National Fenestration Rating Council. (U 0 ) Overall Thermal Transmittance: The overall (average) heat transmission of a gross area of the exterior building Envelope. VENTILATION AIR: That portion of supply air which from outside (outdoors) plus any recirculated air that· been treated to maintain desired quality of air ·thin a designated space. Chapter 3 · DESIGN CONDITI · n1MJ HEATING AND COOLIN both heated and coo heating or coolinij·· requirements of he heating or cooling sh e selected from 0.6% , . ,Column for Summer (from the r of ASH RAE publication: Recommended peratures, Washington State, ASH RAE). OR DESIQN TEMPERATURE: Indoor design rature shall be 70° for heating and 78° for cooling. C. 302.2.1) Chapter 4 • SYSTE_M_ANALYSIS BUILDING DESIGN [flQzl GENERAL: This chapter establishes design criteria in terms of total energy used by a building, including all of its systems. Analysis of design for all Group R Occupancies shall comply with section 402.1 through 402.6. (Sec. 401.1) Ill@ CALCULATINQ ENERGY CONSUMPTION: The application for a building permit shall include documentation which demonstrates, using a calculation procedure as listed in chapter 8, or an approved alternate, that the proposed building's annual space heating energy use does not exceed the annual space heating and water heating energy use of a standard building conforming to Chapter 5 of this Code for the appropriate climate zone. (Sec. 402.1.2) lfl]ID INFILTRATION: Infiltration levels used shall be set at .35 air changes per hour for thermal calculation purposes only. (Sec. 402.1 .5) Chapter 5 • COMPONl;NT PERFORMANCE DESIGN mIQJ GENERAL: Buildings that are heated or mechanically cooled shall be constructed so as to provide the required thermal performance of the various components. A building that is designed to be both heated and cooled shall meet the more stringent of the heating or cooling requirements as provided in this Code when requirements of the ext. envelope differ. (Sec. 501.1) m:TIJ WALL INSULATION: Wall Insulation shall be in accordance with current WSEC. Above grade exterior walls sha insulated to not less than the nominal R-value as · on the energy code application for the complla chosen. See Chapter 6 Tables. All insu ' s entire framed cavity. Faced batts shall b -st inset-stapled) to avoid compressi .1.4.6 . , ,,,, ,,,hi•-ATION: Foundation lnsli rclant:e··with current WSEC. Slab-on-g '' installed inside the foundat' ·'" all, shal a from the top of the sla 'inimum di downward and then ho · ·· eneath the sla .ulation installe i:!:,,,. rd lo a minimum ion shall be shall · e bottom of the ation shall be in accordance elow vented attics shall be n the nominal A-value shown for ode application for the compliance ee Chapter 6 Tables. ve ve ts are installed, baffling of the vent openings · provided so as to deflect the incoming air above rface of the insulation. Baffles shall extend to 6" above Batts and 12" above loose insulation. Vaulted ceiling cavities shall be of sufficient depth to allow a minimum 1" vented air space above the insulation. Faced batts shall be face- stapled (not inset-stapled). (Sec. 502.1.4.5) l:EiliJ WINDOWS: Brand, model, and U-value must be stated on the Permit Application or Energy Worksheets. Any change in windows must be approved by the Building Department before installation. NFRC compliance stickers shall remain on the windows until the framing inspection has been approved by the Building Department. Tables 6-1 through 6-2. The required U-value for windows will be determined by calculating the percentage (of conditioned floor area) of glazing desired. mNJ EXTERIOR DOORS: All doors which are more than 50% glazing shall be considered as windows for the purpose of energy code requirements. All doors (including fire doors) shall comply with the U-value shown for compliance option chosen. mTIJ VAPOR RETARDER: Vapor retarders shall be installed on the warm side (in winter) of insulation. (Sec. 502.1.6.1) WALLS: Use 4 Mil Poly as Vapor Retarder @ Walls. (Sec. 502.1.6.6) [61§] VAPOR BARRIER IN CRAWL-SPACE: A ground cover of 6 mil black polyethylene shall be laid over the ground within crawl spaces. The ground cover shall be overlapped 12" min. at the joints and shall extend to the foundation wall. Exception: The ground cover may be omitted in crawl spaces if the crawl space has a concrete slab with a min. thickness of 3·1/2". (Sec. 502.1.6.7) mTIJ HATCHES AND DOORS: All access hatches and doors from conditioned to unconditioned spaces (attics, crawl spaces, etc.) shall be weather stripped and insulated to a level equivalent to the insulation on the surroun ~ DUCT INSULATION: All heating ducts wit ,,.,, spaces shall be insulated as per To le 5-11 . Ducts unconditioned space shall be i to R-8. Duct under slabs shall be insul .. · · ~ · .. ater heaters s all be •ii: cated in an unheated apter establishes desig quirements for building co this chapter are applicable l . • ies. Occupancies shall om ply wit ments of Chapter 5 of this Co ept for m herein specified. (Sec. 6 , lted Ceiling i:)tWSEC. Vaulted 1tlie nominal R- II wall insulation shall comply with f this Section. (Sec. 602.2) . N-GRADE INSULATION: All slab-on-grade on shall comply with Tables 6-1 or 6-2 of this Section. . 602.3) FLOOR INSULATION: All floors over crawl spaces shall be insulated to comply with Tables 6-1 or 6-2 of this Section. (Sec. 602.5) m:nJ PIPE INSULATION: In deep frost line areas, or as required by local code: water pipes outside of the conditioned space shall be insulated to a minimum of R-3. ffi1ID MISC. INSULATION: The following are miscellaneous requirements for insulating the structure: • Insulation Baffles shall maintain a min. 1" clear air space to vent screens at Soffit / Eve area. Extend Baffle 6" above Batt Insulation. Extend Baffle 12· above Blown-in Insulation. • Insulate behind tubs and showers partitions and at corners. [E{gfil AIR LEAKAGE FOR GROUP R OCCUPANCY: Provide caulking, sealing, weather stripping or gasketing in the following areas to prevent air leakage. (Sec. 602.8) Infiltration Conrtol Areas: • Exterior joints around windows and door frames. • Openings between walls and foundations. • Between walls and roof. • Between wall panels. • Openings at all penetrations of the bldg. envelope for utility services. • Crawl Space Access panels DOORS: All exterior doors, other than fire-rated doors, shall be designed to limit air leakage around their perimeter when in the closed position. Doors between residence and garage are not considered fire-ruled and must meet the above requirement. WINDOWS: All exterior windows shall be designed to admit infiltration into and from the bldg. envelope, which shall be substantiated by testing to standard ASTME E 283-75. Site-built and Millwork Shop made wooden sash are exempt from testing but shall be weather stripped, caulked and made "tightly fitting" against all moisture infiltration. LIGHT FIXTURES: Provide approved sealant around all light fixtures to limit air leakage in accordance with current WSEC. •.. ,., .• .,. .... ti" TABLE 6-1 PRESCRIPTIVE REQUIREMENTS 0'1 FOR GROUP R OCCUPANCY CLIMATE ZONE 1 Glazin U-Factor Wall• Wall• Option Glazina Area'": % or Floor Venical Overhead" Door 9 U-Factor Ceiling 2 Vaulted Ceiling 3 Wall 12 Above Grade int• Below ext• Floor 5 Below I. 11.• Ill. I\'. 15% 25% Group R-1 aJJd R-2 Occupancies Only Uulimite<l 0.32 0.35 0.40 0.35 0.58 0.20 R-;\8 0.58 0.20 R-38 0.58 0.20 R-38 ! u~n.o:i t 0.58 0.20 R-38 0.58 0.20 Grade Grade R-30 Rl5 R-15 R-10 R-30 R-21 R-21 R-10 R-:ill i R-21 i R-15 R-IO l!=ll.034 ll=U.O:i7 R-30 :\olinimum requirements for area of 13%, it ,hall comp! ' meet the spcl'ifk require posed design ha5 a glazing ratio to the conditioned floor o glazing option (or higher). Propo,e<l design; which cannot lite compli.irn.,c by Chapter, 4 or 5 of this Code. fter or joist vmJltcJ ceilings complying with note 3. 'Aclv' denotes r or joist vaulted ceilings where both (a) the distance between the top of the ng is less than 12 inches and (h) there is a minimum 1-inch vented airspace above the ulkd ceiling, ,hall comply with the '\;eiling" requirtments. Titi~ option i~ lini.ited to 500 for any one dwelling unit. be insulated either on the exterior to a minimum leYel of R-10, or on the interior to the ,mne level as tor insulation installed on he low gmde walls .,hall he a water resistant material, manufactured for ir,. instalkd according to the manufac·turcr's sp<.:i.'ifkmions. Sec s~'Ction 602.2. · era\\ l spa,·cs or expu,e<l lo ambient air cun<litious. uired slab (J<!rimccer insulacion shall be a water resistant material, manufactured for its intended use, and installed ding to manufacturer's spcdfirntiom. Sec s~ction 602.4. Int. 1.knotc~ standard framing J 6 ini.'hcs on n,nt,·r with hcaJcrs in;ulat,·J with a minimum of R-10 insulation. 8. 'l11is wall iu,ulatiun requin::menl denotes R-19 wall ca,ity insul~tion plu; R-5 foam sheathing. 9. Ooors, including all tire doors, shall be as-igned default C-fo.:tors from Table 10-6C. IO. Where a maximum glazing area is listed, the. total glazing area (combined Yertical plus overhead) a.~ a percent of gros, con<litioned floor area shall be kss than or et1ual lo that ,alue. Overhe:u) gluLing with U-factor of U=0.40 or le~s i, not im:luded in glazing area limitations. Glazing TABLE 6-2 PRESCRIPTIVE REQUIREMENT S0•1 FOR GROUP R OCCUPANCY CLIMATE ZONE 2 Glazin1 U-Factor Wa11 12 Wall• Wall• Slab6 Option Area'°: Door' Ceiling 2 Vaulted Above int' exr1 Floor" on % of Floor Overhead'' U·Factor Ceiling' Grade Below Below Grade Vertical Grade Grade I. 12% 0.35 0.58 0.20 R-.18 R-.,0 R-21 R-21 R-12 R-30 R-l[l . ' lnl u.• 15',1, 0.35 0.58 0.20 R-38 R-.'\U R-19+ R-21 R-12 R-30 R-10 R-5' III. 17\~ 0.32 0.58 0.20 R-38 R-30 R-19+ R-21 R-12 R-30 R-10 R-5' IV. 25% O.J5 0.5~ 0.20 R-38/ R-30i R-21 R-15 R-12 R-30/ R-W ! Group R-1 U=0.031 U=<l.034 inL 1 l U=0.029 l'=().54 and R-2 U=0.054 lA:-1.'."upancic; Onlv v. U11limited 0.35 0.58 0.20 R-38 R-30 R-19+ R-21 R-12 R-30 R-JO Group R-3 R-S' nnd R-4 O.:cupancics On!v VI. Unlimitro 0.30 0.58 0.20 R,49 or R-311 R-21 R-21 R-12 R-30 R-10 Group R-3 R--~,\dv int 7 and R-4 Oceupancie, Uni, \'U. Unlimited 0.32 ().;i8 0.20 R-~8/ R-:'10/ R-21 R-15 R-12 R-31) / R-IIJ i Group R-1 U=ll.<Lll U=(l.034 int 7 i U=0.029 F=<J.54 and R-'.! ll=ll.O:i-1 Occupunt:ie:-; Only • Reterence Case 0. Nominal R-values are for wood frame assemblies only or as,emblies built in accordance with Section 601.l. I. ),!inimum requirements for each option listed. For cx,imple, if a proposed design has a glazing ratio to the conditioned floor area of 13%, ic shall comply with all or the requiremenl, of the I .'i% gla1ing option (or higher). Proposed designs which cannot meet the specifrc re<1uiremenls of a listeJ uplion abon: may cakulale complian,e by Chapters 4 or 5 or I11is CoJe. 2. R.:tJL1ireme111 applies lo all ceilings e.\cept ,inglc rJJ'Ler or joist \'Uul1.ed ceilings complying with note 3. 'Adv' ,knotes Ad, rmced Frnm.:d Ceiling. 3. Requirement applicable only to singk rafter or joist vaulted ceilings where both (a) the <.lisrance between the top of the ('Ci ling and the underside of the roof sheathing is less than 12 inches and (hj 1here is a minimum I-inch vented airspace aho,e the insulation. Other single rnfler or joiM vaulle::ct C<'iling; shall compl 1· wilh the '\:eiling" requiremems. This option is limited to 500 square kel of ceiling urea for any one dwelling unit. 4. Below grade walls ,hall be insulated either on the exterior to a minimum level of R-12, or on the interior to the same level as walls above grade. 1:i.,terior insulation installed 011 below grade walls shall be a water resistant material, manufactured for its intended use, and inslalled a~cording Lo the nrnnufaclurds specifo:ations. See Section 602.2. 5. FkX)r~ over crawl .space,_or ex1~sed co ambient air c,11:ditio11,. . . . . . City Of R 6. Required ,lab perimeter 111sulat1011 shall he a water reststant matenal, manufactured lor ,ts mtended use, and msta1Je'!!:f/5J-j'rdmg enton lo manufadurer's sµt:dfa:ations. See Section 602.4. Ing Division 7. Int. denotes standard rra111ing 16 inche, on center witl1 headers insulated with a minimum or R-1 O insulation. MM l 1 2010 X. This wall insulation requiremelll denotes R-19 wall cavity insulation plus R-.'i foam ~he.ithing. 9. Doors, including all tire doors, shall he as-igned default l!-foctors from Table 10-6C. 10. Where a maximum glazing area is listed, the total glazing area (combined venical plus overhead) as a percetfff;J gi:g,s conditio. ned noo.r area shall be le» 1h,u1 or equal to that value. Overhead ghu.ing with U-foctor of U=(l.40 or less,n>Jl'.~~/l{~Jit/l/J gl:mng area lnmtac.1ons. . . . . . . • l.!i;[f w'[Jff, f[J 11. On.:rhca<.I glazmg shall have U-foc'IOrs dcwm1rnc() in accor<.lanc.:c wllh NFRC 100 or a,; spc,,ticd m Sc,tlon ::,02.1.5. ll.::!} 12. Log and solid limber walls wi1h a minimum ,wernge lhicknes, 1Jf 3.5" are e.u:mpl from Lhis in~ulalion requiremenl . • CJ -z .. _x <( ~u.. (.:, z -z C, ,-- REVISION June 20, 2008 DESIGN W.S.E.C & W.S.V.I.A.Q Requirements SHEET NUMBER EC 1 1 OF 2 Q :t z W.S.E.C. REQUIREMENTS (continued) m]Q] ROOF/ CEILINGS: Vapor retarders shall not be required in roof/ceiling assemblies where the ventilation space above the insulation averages 12" or greater. Where the ventilation space above the insulation is less than 12" and the ceiling diaphragm is applied directly to the underside of the rafters (vrs. Clg. Jst.) a vapor barrier shall be required. lin1) ATTIC VENTILATION/ VAPOR RETARDANT: The Net Free Ventilating Area for Attic Ventilation may be 11300 of the area of the ventilated space provided a Vapor Retarder having a Perm Rating not exceeding 1 is installed on the warm side of the insulation. [DE] COMBUSTION AIR: G2407.6 (304.6) Outdoor combustion air. Outdoor combustion air shall be provided through opening(s) to the outdoors in accordance with Section G2407.6.1 or G2407.6.2. The minimum dimension of air openings shall be not less than 3 inches (76 mm). For a breakdown of Required Heating Systems for each type of Glazing see WSEC Table 6-1 through 6-2. Chapters 7 thru 12 • Not Cited Here (see WSEC) Chapters 13 • BUILDING ENVELOPE ~ SCOPE: Conditioned buildings or portions thereof shall be constructed to provide the required thermal performance of the various components according to the requirements of this Chapter. Unless otherwise approved by the building official, all spaces shall be assumed to be al least semi-heated. (Sec. 1301) EXCEPTIONS: 1. Greenhouses isolated from any conditioned space and not intended for occupancy. 2. As approved by the Building Official, spaces not assumed to be at least semi-heated. 3. Unconditioned Group M occupancy accessory to Group R occupancy. 4. Unstaffed equipment shelters or cabinets used solely for personal wireless service facilities. mB) SPACE HEATING TYPE: For the purpose of determining building envelope requirements, the following two categories comprise all space heating type: (Sec. 1302) Electric Resistance: Space heating systems which use electric resistance elements as the primary heating system including baseboard, radiant and forced air units where the total electric resistance heat capacity exceeds 1.0 W/ft"pf the gross conditioned floor area. EXCEPTIONS: Heat pumps and thermal electric resistance heating in variable air volume distribution systems. Other: All other heating systems and those systems listed in the exception to electric resistance. ~ INSULATION REQUIREMENTS: All insulation materials shall be installed according to the manufacturer's instructions to achieve proper densities, maintain clearances and maintain uniform A-values. To the maximum extent possible, insulation shall extend over the full component area to the intended A-value. (Sec. 1311.1) [fli§] ROOF/ CEILING INSULATION: See Chapter 5 m:nJ WALL INSULATION: See Chapter 5 ID]ID FLOOR INSULATION: See Chapter 5 m:w SLAB-ON-GRADE INSULATION: ~ RADIANT FLOORS (on O( insulation shall extend min. distance of 36",,, · and horizontal(9J, ... ~D required b " ... ·· warrant ,, be ther 14 • BUILDING MECHANICAL SYSTEMS SCOPE: This section covers the determination of requirements, system and component performance, control requirements and duct construction. (Sec. 1401) ~ GENERAL REQUIREMENTS: Section 1410, The building mechanical system shall comply with Sections 1411 through 1416, Sections 1440 through 1443, and Sections 1450 through 1454, and with one of the following paths: a. Simple Systems (Packaged Unitary Equipment); Sections 1420 through 1424. b. Complex Systems; Sections 1430 through 1439. c. Systems Analysis; See Section 1141.4 [Di§} HVAC GENERAL REQUIREMENTS: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Tables 14-1A thru 14-1G. (Sec. 1411.1) tl.ZEJ COMBINATION SPACE AND SERVICE WATER HEATING: Section 1411.3, for combination space and service water heaters with a principal function of providing space heat, the <;;ombined Annual Efficiency (CAE) may be calculated by using ASH RAE Standard 124-1991. Storage water heaters used in combination space and water heat applications shall have either an Energy Factor (EF) or a Combination Annual Efficiency of not less than the following: (Sec. 1411.3) Enc·rgy faclur (F.F) < 50 gallon storage 0.58 50 to 70 gallon storage 0.57 > 70 gallon storage 0.55 Combim;d Annual F.fficiency (CA F.) 0.71 0.71 0.70 m1fil PACKAGED ELECTRIC HEATING AND COOLING EQUIPMENT: Packaged Electronic Equipment providi. both heating and cooling with a total capacity greater 20,000 Btu/h shall be a Heat Pump. (Sec. 1411.. provided with at least one tempera zone shall be controlled by indivi responding to temperature · floor of a building shall (Sec. 1412 .1) takes, exhaust outlets and relief spaces shall be equipp rs 1ch close automatically wh n power failure. (Sec. 141 .. 4. 1) uct work which is designed to at PQll bove 1/2 inch water column static e ~hal aled in accordance with standard ' 11 '· t of sealing required: (Sec. 1414.1) essure: 1/2 inch to 2 inch; seal transverse s. ·tatic Pressure: 2 inch to 3 inch; seal all transverse joints, and longitudinal seams. 3. Static Pressure; Above 3 inch; seal all transverse joints, and longitudinal seams, and duct/wall penetrations. m:w DUCT WORK: INSULATION: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers shall be isolated from the conditioned space by insulating interior surfaces to a minimum of R-11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 elm of total supply air capacity shall be insulated to a minimum of R-7 and are not considered building envelope. (Sec. 1414.2) [ilM) PIPING: INSULATION: Piping shall be thermally insulated in accordance with Table 14·6. (Sec. 1415.1) Exceptions: 1. Piping installed in unitary HVAC equipment. Cold water pipes outside the Conditioned Space shall be insulated in accordance with Washington State Plumbing Code. (WAC 51-56). SECTION 1420 • SIMPLE SYSTEMS lil]ID CONTROLS: In addition to the control requirements in Section 1412, where separate heating and cooling equipment serve the same temperature zone, thermostats shall be interlocked to prevent simultaneous heating and cooling. Systems which provide heating and cooling to a zones are prohibited. (Section 1422) SECTION 1430 • COMPLEX SYSTEMS Not Cited Here (see WSEC) SECTION 1440 • SERVICE WATER HEATING m§.§1 WATER HEATING INSULATION: See Chapters 15 thru 20 • Not Cit · , clayey sand, silty gravel avd , S:11,'l, SC, GM and GC) •'lay, sandy clay, silty cla · and sandy silt (CL, ML, MH a1 " .,:~ . Duct Diameter 4 im.:h 5 inch 6inch 250 -400 CFM 7 inch Minimum Pk.\.ibk Duct Diameter 5 inc:h 6 inch 7 inch 8 inch TABLE3-2 Fan Tested CF1\1 --~----- Miscellaneous WSVAIQ Ducting Tables TABLE3-3 PRESCRIPTIVE EXHAUST DUCT SIZI'.'IG Minimum Flex l\fadmum l.cnglh Diameter Feet '1 inch 25 5 in,h 90 6 in,h Nu Limit 6 irtch 7 inch TABLE 3-5 ;'i() :'fo Limit ~o Limit )lo 1 . .imit PRESCRIPTIVE<: INTEGRATED FORCEil AIR SUPPLY DUCT SIZING 3 3 3 3 3 3 3 3 ::?·,.,1,:\ ??:",:/" i!J{Nuir&! How (CFM) Minimum Smooth i];;(l1 Per Table 3-2 • Duct Diameter Minimum l:'lexible Maximum Lengtli 1 Maximum Number Du,,t Di,trnctcr of Elbow/ 50 -80 6'' 7'' 20' 3 80 -125 7" 8'' 20' 3 115 -175 8" 10" 20· 3 170 -240 9·· 11" 20' 3 I. For lengths over 20 feet increase duct diameter I inch. 2. For elbow$ numbering more than 3 int'rca:;c uurt di,tmctcr I inch. TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE MINIMUM SPECIFIED COMPRESSIVE STRENGTH" (f' J Weathering Potentialb TYPE OR LOCATION OF CONCRETE CONSTRUCTION rlasem~nt walls, roundmion, and other concrete not ex 10,ed to the w~ather l:lasement slab, and interior slab, on grade. except gara e tlo,.)r slabs Basement walls, foundation walls. exterior walls ,md other vcnii.'al con\.'.rctc work exposed co the ,1-cathcr Porche~. ~;irpon slabs and step~ e.\posed to the weather, and garage Jluur slab~ for SI: J po11nd per squ,m, indi = 6.895 kPJ. a. :iiuength at 2jw\ di.J)':O. psi. l>. Sec Tal>k R30 I.~( I) for weathering poccncial. Negligible 2,5(Wl 2,500 2,500 2,500 Moderate Severe 2,500 2,5()()' 2,500 2,500" 3.00<)l 3.0001''.f 3,500'1d c. Concn.::tc ln these locations lh::t.t may h..:-,uh jeer to freezing and thU\Ving during cons1ruccion shull ho.: air-2mrnincd concrete in accordance with li.10rnot~ d. u. CutKrele ~hall Ii,, air-eulrnine<l. Tu,al air rnntellt (percent by vului:,e of rnm:releJ shall bt-nut less 11t,n 5 p,r~eul ur more thnu 7 percent. c. Sec Section R40:!.2 for maximum c~mcncick1ui marcrinl~ contc11r. f. for gar.,ge Jl,uo; with a sted lrnweleu finish, rt:J0<:tiun uf the lUtal cur ,onlen\ (per.·enl by v<ilume of rnn,n:t~) lo aot Ie» lhaa 3 pem:nt is pennilled if the specifi~u compre,isive str~ngth of the conL·rete is incrcascJ to not k-ss thun 4,C()(J p:-.i. YEJ"\TILATION !{ATES FOR ALL G.l;{OUP R OCCUPANC£ES FOUR STORIES AND LESS Minimum and l\faximum Ventilation Rates: Cubic Feet Per Minute (CFM) Floor Bed rooms Arca, ft2 2 or less 3 4 5 6 7 8 l\lin. l\fax. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. <500 50 75 65 98 80 120 95 143 110 165 125 t88 140 210 501-1000 55 83 70 105 85 128 100 150 115 t73 130 195 145 218 1001-1500 60 90 75 113 90 135 105 158 120 180 135 203 150 225 1501-2000 65 98 80 120 95 143 110 165 125 188 140 210 155 233 2001-2500 70 105 85 128 JOO 150 115 173 130 195 145 218 160 240 2501-3000 75 113 90 135 105 158 120 180 t35 203 150 225 165 248 3001-3500 80 120 95 143 110 165 125 188 140 210 155 233 170 255 3501-4000 85 128 100 150 115 173 130 195 145 218 160 240 175 263 4(K)l-5000 95 143 I I 0 165 125 188 140 210 155 233 170 255 185 278 5001-6000 105 158 120 180 135 203 150 225 165 248 180 270 195 293 6001-7000 115 173 130 t95 145 218 160 240 175 263 190 285 205 308 7(K) 1-8000 125 188 140 210 155 233 170 255 185 278 200 3(XJ 215 323 8001-9000 135 203 150 225 165 248 180 270 195 293 210 3t5 225 338 >9000 145 218 160 240 175 263 190 285 205 308 220 330 235 353 . * For residences that e.\ceed 8 bedrooms, increase the minimum requirement listed for 8 bedrooms by an additional 1.5 CFM per bedroom. The maximum CFM is equal to 1.5 times th~ minimum. City of A Planning o~!lton 1111sion MAR 1 J 2010 -ti) w Q ,-- REVISION June 20, 2008 DESIGN W.S.E.C & W.S.V.I.A.Q Requirements SHEET NUMBER EC 2 2 OF 2 Q :c z ··~ Girders & Pads IJ]I] 1)10 f)13 l:t04 i\' lil07 . l:t08 :;,'-0' :;,'-0' ' ' 41'-0' ~ I'~ 5.V. 02'-0' CRAWL 5PACE ACCE55 PANEL • <ii. WELL . 2-LAYER5 3/4' 51-lT'G. e APPL. PLA TFOFa'i 21'-0' I '\ TYP. ", l~~~~~~:::::::t::::-:::t:::~:j:-~~~~~=---~~~~~~===~~~ ===~~~~~~~~~~~~~~~~~::::::;::::::::::::;~::::::::~:::::::~::::::::~:::::::::::::::~::::::::~:::::::::::::::::::::;; , 111'[\ _________ -------,--·-----------------· c------+-,.---=-1-rl· I \ t 1, I (]) I I -:-1 1\1\ -~ ~ .___.....1 ....... 1 SLAB ON GBADE EDGE Cf s~LAel : I ~ ~ I I ~ 4' Tl-llCK CONCRETE 5LAB ON -I -"'b-' ~ COMPACTED SAND/GRAVEL BA5E I / 1 i~ ......., r I I ;;, Flat Work 2 -'4 MRS CONT. IN I I L----/--/'-· --·c-'--------H:· i "-·; -v ... ___ ,. §~ '~..-1 "-l) \ .. ..,., '--J1 i (C\ mo21 I ~ -0) I -~ II' X 8' X 4' Tl-llCK I u.. 01 \ 5 / II 03 I I CONCRETE 5LA6 I §lx t I I ~ ~ I I v 1)041 Foundation 601 603 1)01 1)04 1105 1)07 1)08 1)09 IJ 11 U121 0011 Dao61 Floor Const. Mos] 0011 mm (:J62l (ij26I [;j031 ,u3sl 0@ 0]:ill 011] 11121 0]]] t1os1 N-I I ~·-,' b' 0' I, ,,'-12 I b' ,(2 I , ,'-'2 I , 0' -0' R\ ,'-'2 I , 2'-, .I I Hl-f.11-1 +-#--l--+-+---+'*--.t-+--+--+---Hf--+--+-t-+---++. -l---t-+--+--,t:, t-+--t--+----1-,t:, -+~~· +t--+--t--,1'. +---tt,~ l ll . 5LOf'E FLOOR DN. TO POOR ::-I I I ~F ~,n e,~.Atr.= ~ ~~ , I I s· Ml . w; , MIL rv'Af'c R ~ ~ I 3ARFIERT/F. ~~L f\L ... ----=il -1 I r\ f..~~ ..-~----r~_D._ __ /, ,f\ /-.... r, ;~)~ ~ 1----··1 11 I 1 I i '--;---._,_ -,J7 --~_:;-··---CV.. ~___,;~·-· -·-ell /~?!,~ 1 I 9 I I I I I "'-e::A11e, po:DT5, ~ONc PAC~ ;;.;, f (1 ·,. I ~ L _J I ve', t~DC)NNE(~ToE16PEREN1,.TY1P. I ' II ----II I I '2-' t I --I .,r-1.= ------~- I I ~ 1 1 i -~ Ir-------_ 4' Tl-llCK CONCRETE 5LA6 w/ I I ~ I r---Tl-llCKENED EDGE ,1¢$~ I · y-ft,<::>·· Q I a ~ I • I / L' /lv I 1.-J ~1__{'iJ~ L _,J._ ------~f---. r---1----~ --·----~ ---i-----------/-• --LJ . ~. .... ' .. ---ii v==l:;~,,~-~~ ~f-~_~:f=1~-~ ... _t, =t=t:::t::E~~lE!~~::i=~~=t:;;J=~~~~~~-~-:;J~l!=;~~~~I -_,__ :, IEl...:----._ . (fl\ ro,,,o.o,, ------------ffp-.. --5TUB •4 BARS ~T 18' INTO 11 :----._ . '~~i}})~~ ~A~ CONC' RETE e 24 o.c. ,._, ,?II • !'"--APPROVED~ x ~ P05T BA&E h<,~G' '• I '-li \ TYf'. e ALL 5LAB5 . , 0 · IU • ? '\I:~ ~--,.- Crawl Space mm 11261 0131 IJi±J IMosl mli?l m,301 ~ 41'-0' FOUNDATION 4 FLOOR FRAMING FLAN FOUNDATION VENTILATION PROVIDE CRAWL SPACE VENTILATION AS PER IRC ( l,23~ Sq. Ft. x I/IS0 = 820 Sq. Ft. VENT AREA REQ'D ) NOTE: 3'-0' 8'-0' 10'-0' ,, ' Attention: Building Official THIS PLAN IS FOR ONE BUILDING PERMIT ONLY. SCALE . I~ II= 11-0 11 City of Renton Planning Division ' LEGEND A( ~;;i:~~:or U. Sheet ·~ Number Division\ Number \ -, • .-=--,021 Q I (i'\ N ,~131 I lfJ1sl ID 19 I While every attempt has been made to assure the accuracy of these drawings, ALL INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated components. Any structural components specified are for reference only and must be verified with the ENGINEER OF RECORD's "S-Sheets" and/or (attached) documents MAR 11 20!0 \_ Item Number These Items found on "SP" ~ ~((;f flW~[D) --&-"E-C"-Sh-eet_s (a_tta-che_d)_ l'-- 0 ~ I co I CO (J~ z f6 -N - co N 0) ~ DRAWN BY R.E.S. DESIGN 8002 SHEET NUMBER 1 1 OF 5 , = ····1 Fire Place Qo1 Qqs Q04 1m12 rnj19 rnj20 IM21 I' ~ATIQ Smoke Detector NOTE: Q I ~ ('('\ = ' I u) -~ --I Q I' . ,. ' While every attempt has been made to assure the accuracy of these drawings, ALL INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated components. Any structural components specifiec;I are for reference only and must be verified with the ENGINEER OF RECORD's "5-Sheets" and/or (attached) documents ,. ~ I ($j ' ,. . ~ I u) ' , . , . 1~'-0' 41'-0' 11'-0' I, . 02'-0' " . 21'-0' I, . 11'-t?)' -- ~'-0' 5'-0' DIRECT VENT GA5 FP. (INSTALL PER M.ANUF. 5PECIFICATION5) ~ b'-5 3/4' NOTE : 5EE FLOOR PL.AN OPTION • SHEET 14 . . l, . . . %36 4.5L. \ I Water Heater \ Uf2JJ w121 fflP1W16I UH?] 1~117 I . m3411~1191 \ Em291 . [ldjj] ~ ('I Q ::,, a I Q131 Q (fl - I ~ GARAGE Q u) -<t: LU 2'21-1 X 18-4 ~ ~ Q I r.... KITCl-l~ b-BAR-] 3'-6~ " -,v&,_;F~ ' fort ~ (I DINING 8 X 10-6 ~~=v==~~~~-~-l---=[[=05~~~o=ir=D=w=i>-t1,Jt-R-AN_T_'R--,.r-:1\ 'i!:r---~+-+-+t.~ 2'2168 \ j LIVING ROOM 14 X 13 ' 1 a Garage / Dwelling Q r- X Separation Q 0051 ~ IR. 15. 0 =i I I ) OQ6]r'\ / 0021 Ef.2 .. ~ 1-2 11/~LIN ~ ~! ENTRY Cb ~ W.LC. I I "' I X I I I I I .. 1.BATR i -J, ~ } , . ! ~ i, r<1,""--,:;.. ~ ~, "' ',,3; ff IR. 15. c _ _ , . , I ""' , _I~ _I~. ' ~~ ._s:, I- ' ,I SD 0 MAIN BEDROOM 14 X 1'21-6 ~ ;r-_ -1/.., ~. LJ=:W~A=::RD=;;R~0;::;':6~E ;;=c::~ ~ 4'21!08 Bl-PASS , ' so' SD • BEDROOM ~ 0 6ATJ.I 0 Fans rnjos rnjog l(Z) X 9-1 .___--ti EF.f~ rnj10 -----~=-~~~+1 -----i--,.. Jm32 rit---------- 4040 -!.5L. io0'x30' T/5 0 6EDROOM 1'21 X <:J-1 I~'-~ !::i/8' 21'-2 3/8' l, ' 14'-5 1/2' 10'-4 3/4' 5'-1' 10'-0 3/4' ,. I, . . 41'-0' ' FLOOR FLAN © COPYRIGHT 2008 NORTHWEST HOME DESIGNING, INC. AREA SUMMARY I . ' cov~?'(Cu .EORt:J-1 b' 0' 3'-0' I, I, ' Q.. UJ :n Q I r<) ~ ~ STORA.GI; ~ ~ - ~~L!:m::::::::::::::::::::::::::::::::::::::::::::::::::~~~F~·~~~~·-~,~-'k-,. bx b F05T W/ Ix WRAP 4 TAPE ~EP STONE VENEER 6A5E '' ,_., ~~~~.~ .. ~~.1\10 r;/ ,0 ,•'nEPRODUCTION '•,, /' .._r,. :· OF THESE PLANS BY '•, '$) J.... : J.N'i MEANS IS PROHIBITED •, A'\ 5'-0' Y ,' BY FEDERAL LAW. \J!OLATIONS • \'. :.,, LL_ ,' ARE PUNlSHABLE BY FlNES UP ••• C) V : I all House PlanJ : 8'-0' 10'-0' ; ; Markel1n~ ; (/) ;,, ::'.\ •• Asscaa\!on ; ~ v ~ ... T0$\50000PEROHENSE. / ~ _, (j \ CALL °fhE DESIGNER T_9 .•' N k1 "• OBTA:N LEGAL COPIE-;', ~ '{i/~:~r~\ 0 ~ -~~-- ~ ' LEGEND Detail or Section Nominator SCALE : 1~ II::: 11-0 11 Sheet Number TOT AL -l,231j $ct, Ft. COV'D PORCH "' 02 Sq. Fl. Attention: Building Official THIS PLAN IS FOR ONE BUILDING PERMIT ONLY. Division\ City of Renton Number Planning Division 0021 ""-Item MAR 11 WW Number GARAGE '" 43!::i Sq. Ft. GLASS AREA -124.3 Sq. Ft. GLAZING PERCENTAGE <GL I FL) ... 10 % These Items found on "SP" fPJ~([;~llW~[Q) & "EC" Sheets (attached) • CJ z - I"-,. 0 (!) 0 I Cl) co I,() .-... Cf) l{) C'J - co N 0) s::::j" CHECKED BOP DRAWN BY R.E.S. DE I N 8002 HEET NUMBER 2 2 OF 5 Roof Trusses qo1] mo21 mosl tJogl 1;1101 0161 0241 QOBI LEGEND Detail or Section Nominator Sheet Number Division, Number \ ,-.--=-02=-1 ·~Item Number These Items found on "SP" & "EC" Sheets (attached) r--------- I I I I I I I r I I HD. I l I I I ' I I I I I L ___ -----r-------- I I I I I I I I I I I ~ [_-=.-= I I I I I I r I I HD. I ~ I I I I I L ___ ----- ~ NOTE: While every attempt has been made to assure the accuracy of these drawings, ALL INFORMATION MUST BE VERIFIED prior to ordering any raw materials or fabricated components. Any structural components specified are for reference only and must be verified with the ENGINEER OF RECORD's "S-Sheets" and/or (attached) documents ---I ' I I I ' I Jr----~--•---t._ ,... __ .r------i_ __ ---, C --------------------------, r L "J---• •---C. _J HD. HD. I I ' . I I H ). I I I I I I ~ [ ___ .fl_ ---1 r I I I I I I I I I I I I I I L I r I I I I :::r 0 I I l) t-() I I [: I I -----1------1----------------r------;. I L --1 ,------1---------------------, N N L ' I I I RIDC;: ,S) qi I I I I <I) I I I I ::::. :. -=if ---->-----~ ~------_::-_::-_-_] I I ) . ----- I I // ·o.: i I I // I I <f) // I I I-I I // I I ~ I I // ls I I I I I / / Q v ~--·· ___ ..JI ~ r---· I I // I I // / ,,,------,1 "' I r--- // / I I I I __ J L_ 1-----------~( / / ----------1--------/ , I L C, ~ c--_::-_::-.:;-;:i ~l ./ / / I r' / ( I I I / .j I I /::--:J ~ I L, / I/ I <' / / I -/ / I ) / I // (( I I I I I I I I I I I I I I I I I I I I I I I I I I H ). I I -----~-------------------L------L. ---.-------L --------------, r----- rA\ \_v ROOF FRAM(NG FLAN ATTIC VENTILATION PROVIDE ATTIC SPACE VENTILATION AS PER IRC ( l,13S Sg. Ft. x l/1S0 = llh 5g. Ft. VENT AREA REQ'D ) 1'-0' tt ~ --------------------------------------------------7l -----1-----· ---, ... _____ -----1------ / I I -----~--- -----1--------17 -----1--------1 I -- 0 / :::r l) () t- [: I ~ ffi N "' / f IIDC:iE. ' Ii'! t-,S) ,r, ~ r: ~ <f) " HD. I <f) 0... -----';=J ~ i2 :i: I ----1_ <f) t- I ~ ls I I I ' ~ I gJ I HIP 1 --____ s n f------I I ~ ', . ,, I ----rl V ,, ' , ::,.. RIDC;E ',, \. ' ' ' ' ' -J.."i"' -----------' I ' ' ',,,, J ' ' ' /; C;IF~~66 ' ---, ' ' ' ----.... '\. ' ' ' C ' ' ' ~----------------", ,, v '' , I•£ l~i ,, I I ! '' [' ~ '~ / I I ,__ I I --., ' /'_$ HD. ,, ,, I ' ~ ' ' / I ' V ' 1 I ----------- I I I: I , " l lli I l l l l 4'-0' 4'-0' I I f.lD. J I 1 CORNER 1 1 CORNER 1 5ET 6ET I I ~_j I I 1----------_ __ _J BEA.t" ---· I~ _ _,,;::-,"" l'-J\PI ":)"' I" ......... ··· er APPROVED P061TVE POST ':) .'.REPRD ~ :2' :' oF1K S TO 8EA1'1 CONNECTOR J : ~'1 t)\\fJ. 'J r-. .' B'f BL'E. B v ~ [ ""'" / fiOU / ~/la[ Attention: Building Officiar THIS PlAN IS FOR ONE BUILDING PERMIT ONLY. SCALE 1~11= l'-011 City of Ii Planning o·e~ton ,v,sion MAN l J 2010 {Rf ftE © ~D°lf fIEIJJ I"- 0 <!) 0 I CX) • CX) (J LC) -z C'0 I.,(') -N -~ .. (!)~ z LJ_ -O') z~ C) ~ co LC) -tn w Q CHECKED BOP DRAWN BY R.E.S. DESIGN 8002 SHEET NUMBER 3 3 OF 5 HORIZ. LAF &1DIN6 S/4,10 ~ / "/ '/ ./ I -. ~ ......... -:: V _...,,,. -~~ -Y~1;==;==;F=;=i1 :i/4 XI:> ----~ 11-+--<i---;-.11 :i/4 X 4 2 x 2 ATOF !:,/4 X 4 Windows 1:103 I WlJ 1:1os 1 fJ131 l~i 12 I ffl]]l iij29] I I Misc. DMJ u~ ----- ~ I I I x 2 TRIM ON :i/4 x 6 6AR6E BP. ~ , ,,.., ', ~h..c----------------S,/4 x 12 FREIZE 6D. :. :, ,,..-,;....:,,..,~-"/~~'..:::: __ :/.:::::~:=l-1111 ~ ~ ~, :-... COMFOOITIOO A5F'>'AL T ROOFINO ,,., "/ - I .. .· . I EE I - . . . .. I ,. '--J ·-. ' . I I . ::, -·-r-,. FRONT CONT. MET AL uUTTER ON :i/4 x 6 FASCIA 6D. R&.FL YWOOP T-1-11 EXTERIOR &IPINCi 4 Ix 3 6ATT5 fl 24' O.C. Masonry Veneer Qo11 0021 Do31 &INK KITCJ.4EN FLOOR FLAN OFTf ON DW EXTERIOR ELEVATIONS 4'-2 1/4' -I -r FLOOR AREA ... 1)30 S.F. SCALE : 1"4 II= 1'-0 11 © COPYRIGHT 2008 NORTHWEST HOME DESIGNING, INC. SCALE 1"4 11 = l'-0 11 REAR Exterior Doors 0231 lljo21 llj041 m::crn 0041 mos1 \ \ . . \ ' I i I I ' I . I I ·\ I \ i _, . . I .. I ! . ' . . . "' -_J_. __ i \ I Attention: Building Official THIS PLAN IS FOR ONE BUILDING PERMIT ONLY. --~ . 1 • I - '..!. ' LEGEND Division, Detail or Section Nominator Sheet Number Number \ -,--1=02::::,1 \_ Item Number These Items found on "SP" & "EC" Sheets (attached) NOTE: While every attempt has been made to assure the accuracy of these drawings, ALL INFORMATION MUST BE VERIFIED prior to ordering City of any raw materials or RerraBriJ;ated components. Planning DiviF,My structural components specified are for reference _,. MAR 11 zow only and must be verified ' r . . · , .. "'. ~· ~ with the ENGINEER OF --t:::=========================================1..1111111111 _____ .J;;;;;;;;;;;;;;;;;;;;;=;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;j""i·-:;--~i;= ~~CORD's "S-Sheets" '" ..... '=!,~1.S:,DW'~a@lor (attached) LEFT SIDE documents r-,... 0 <.O 0 I co • co (.)~ z~ -N ..._.. co N 0) "'1" HECKED BOP DRAWN BY R.E.S. DESIGN 8002 SHEET NUMBER 4 4 OF 5 ·•, ARCH'L. CiRADE CCMF. SHIN<:iLES 15• ASFHAL T FELT IN$UL. BAFFLE APPROVED HURRICANE TIE AS FER ENG'6 CALCS. 5CRN'D VENT BLK'u 1/2' NCM. SHEATH!~ ~-- 1 ~--. I .. [ I f 1' -I ~ ~--· ' FRE· MANUF TRUSSES e 24' O.C. <SEE ROOF F~. FOR FITCH) --~ '°'~~~~~-::::::--~~-MAINTAIN ~ I' AIR SF. - ...::::..;'-A,C.v.:,.,,t..~~~~~-IN$UL. FER CODE 4' i'.:iUTTER OVER 5/4 x 8' FASCIA '----INSULATION FER CODE TYPICAL WALL CONSTRUCTION IEi• ASF!-1. FELT OR AFFR AIR BARRIER I' NCM. EXT. SIDIN<:i SEE ELEVATIONS 2x 60TTCM PLATE AFRV'D RIM z X:-'k-------- (¥'. ~ LU \.'J Q_ z . U.l FOUNDATION DRAIN __ __,/ l l WASHED ROCK FILL (TYFJFER ENG'G 1 1 r--3/4' Hu. PLYWOOD SU8FLOOR t GLUED c NAILED REINF. BARS Z FER EN<:i'G CALCS X: C() r ~0~ BLACK Vl&a. VA OR BARRIER Trussed Roof Construction l;J09 001 W307 002 m14 mos lf423 009 m29 010 W3o 016 Cf431 0241 Cf435 HOSI Q031 U@ DOSI Dill Floor Const. [DD5] 0011 m121m@ m2610o31 W3sl 0]AJ RIGI-IT SIDE :,/8' GUJ6 <TYPE 'X' J ----• ~----2x STUDS ~1-----INSULATION FER CODE 2x RIM JOISTS EXPANSION JOINT 4' CONC. 5LAB ON ~ MIL VISQUEEN VAPOR BARRIER Attention: Building Official THIS PLAN IS FOR ONE BUILDING PERMIT ONLY. AREA SEP. DETAIL IN5ULATION FER CODE 1 3/4' Hu. FL YWOOD SU8FLOOR t GLUED C NAILED ,· \[£&55(l)j), 17§\Jl15[;56 \ EXT. FIN. FER ELEV. ----111 IEi• FELT -------111 1/2' SHEATHINl'.:i -----111 4' CONC. SLAB ON€; MIL VISQUEEN VAPOR BAR,RIER 4' COMPACT CRU5HED ROCK BASE [;1091 [1111 [1121 -r---7 SOLID BLOCKING -\/ -4x BEAM --'k-------- Found. Const. QD}] fJ011 ,~106 fJ031 CfJ 13 11011 m2s 11@ W4o I.Josi II:@ mos 1)09 1111 1)12 difil z d_gl!] ~ . I\ -60-T-. _OF_E3_E_AM _____ ---2x 6U55ET5 ....+---F. T. POST -- i:;::::a~-~~==i°-ANCHOR F05T5 Ai'.:IAIN5T LATERAL '"" CONC. FAD --a--. .;..,...:-'-·,. .. _.> ·/ . , MOVEMENT FER ENl'.:i'S. CALCS. • ~.···. \ ;· : : / ~0€; BLACK VISQ. VAPOR E3ARRIER l PER ENG. l 1 1 GIRDER DETAIL SCALE: 3/4 11 = ~ '-----NOTE: VERIFY ANCHOR 60L T SIZE c SFACIN(:; AND REBAR SIZE 4 SFACIN<:i WITH ENGINEER CALC' FTu DRAIN IN REINF. BARS City Of h WASHED ROCK FILL <TYF) FER ENG'G CALG~ . qento · · nn,ng 0 . . 11 ,v,sion MAR J 1 lfJJO STEM WALL DETAf~«;Jz:~ SCALE: 3/4 11 = l'-0 11 ~ l"- 0 c.o 0 I co • co (.) LI) -z E2 -N - co N 0) -..::t" CHECKED BOP DRAWN BY R.E.S. DESIGN 8002 SHEET NUMBER 5 5 OF 5 GENERAL NOTES: The-Builder is responsible for using safe work practices and conforming to all safety ordinances. The Builder is to verify all dimensions prior to starting work. Any changes to structure must be reviewed and approved by Pacific Northwest Engineering Inc. All methods, materials, and workmanship shall be in accordance with the International Building (:ode (IBC) 2006 Edition. DESIGN LOADS ROOF LOAD: SNOW 25 PSF, DEAD 15 PSF FLOOR LOADS: LIVE 40 PSF, DEAD 10 PSF WIND SPEED: Vs 3-Sec= 85 MPH, Iw=l.O, EXPOSURE "B' SEISMIC: DESIGN CATEGORY "D", Ss:1.30, S 1=0.48, Ie=1.0, Site Class "D", R=6.5 SOILS: Soil bearing of 1500 PSF is assumed. It is the contractors responsibility to verify that the site soils provide this minimum bearing capacity. FOUNDATIONS: Exterior footings to be a minimum of 18" below finished grade bearing on native undisturbed soil. Back fill with dry soils. Backfill next to a retaining wall a minimum of 24" with a gravel or well draining soil. Soils under footings and slabs to be 95% compacted to a Modified Proctor Density (ASTM D1557). All construction on fill soil shall be reviewed by a registered geotechnical engineer. REINFORCING STEEL: All reinforcing steel to be GRADE 60 PER ASTM A-615. Lap all splices a minimum of 32 bar diameters or 18". Lap horizontal steel at corners and intersections in footings and walls with corner bars. Minimum concrete cover for reinforcing steel: INTERIOR FACES OF SLAB AND WALL BARS 1-1/2" EXPOSED TO WEA ™ER OR EARTH 1-1/2" FOR #5 AND SMALLER AND 2" FOR #6 AND LARGER. FOOTING BARS REQUIRE 3" COVER. CONCRETE: , All concrete materials and placement shall conform to the IBC 2006 Section 1901. Minimum compressive strength shall be 3000 PSI* at 28 days with a minimum water/cement ratio of .45. All concrete shall be air entrained 5 +/-l'Yo. Max aggregate size = 7 /8". *Special Inspection not required. 3000 PSI compressive strength is specified for weathering protection. FLOORING AND ROOFING: Plywood Sub Flooring shall be f" T&G CDX or OSB (glued and nailed). Nailing shall be 10d@ 611 0.c. along panel edges, and 12"o.c. in field. Span index shall be 48/24. Stagger end laps. Roof sheathing shall be i• CDX or i6" OSB nailed w/8d @ 6" o.c. along panel edges, and 12• o.c. in field. Span index shall be 24/0. Stagger end laps. POST-BEAM CONNECTIONS Positive connections shall be provided at post-beam connections to ensure against uplift and lateral displacement. Anchorage of walls and columns to foundations shall be provided in accordance with plans and shear wall schedule. GLUED LAMINATED BEAMS {GLB) Glued laminated wood beams shall be per ANSI A190.1, American National Standards for structural glued laminated timber. Use Balanced Grade DF 24F-V4, Fb=2,400 PSI, Fv= 240 PSI. LAMINATED VENEER LUMBER (LVL) Laminated veneer lumber shall be Doug Fir (DF) meeting the requirements of ASTM D2559 with 9rain parallel to the length of member, Fb=2,200 PSI, Fv= 285 PSI, E=l.8 x 10" PSI. PARALLEL STRAND LUMBER (PSL) Parallel Strand Lumber shall be manufactured per NER-292 meeting the requirements of ASTM D2559 with grain parallel to the length of member, Fb=2,900 PSI, Fv= 290 PSI, E=2.0 x ta6 PSI. TIMBERS ALL LUMBER TO BE AS FOLLOWS: BEAMS DF#2 OR BETTER POSTS DF#2 OR BETTER PROTECTION AGAINST DECAY AND TERMITES: IBC 2304.11, Wood used above ground shall be pressure treated in accordance with AWPA Ul for the following conditions: 1. Joists, Girders and Subfloors that are closer than 18" to exposed ground in crawl spaces or enexcavated areas located within the perimeter of the building foundation. 2. Wood framing including sheathing that rest on exterior foundation walls and are less than 8 inches from exposed earth. 3. Sleepers, sills, ledgers, posts and columns in direct contact with concrete or masonry. All field-cut ends, notches and drilled holes of preservative-treated wood shall be treated, for use category UC4A per AWPA Ul-07, in the field using a 9.08 % Copper Naphthenate (CuN) solution such as "End cut Solution" (Cunapsol-1) in accordance with the product manufactures directions. DRAG STRUTS: Across openings in shear walls and at the end of a shear wall that continues with a non-shear wall nail top sill splice (4' MIN PER CODE) with a minimum of (12) 16d nails. PREFABRICATED JOISTS AND ROOF TRUSSES Prefabricated joists and roof trusses to be designed fabricated and installed 1 1, OIAPHRAGM BOUNDARY NAILING. 2. GYPSUM WAllBOARD OR PL YWOOO SHEAR WALL -SEE SCHEDULE. 3. WALL CHORD MEMBER -SEE SHEAR WALL SCHEDULE. 4. AT SECOND STORY CONDITION PROVIDE TIES PER PLAN. 5. FLOOR JOISTS -SEE PLAN. 6. 2 X SlUDS AT 16' O.C. AT All SHEAR WALLS. 7. SILL PLATE AND ANCHOR BO!. TS PER SCHEDULE. 8. HOIDO\\flS AT EACH END Of' SHEAR WALL PER PLAN. 9. FOOTING SIZE ANO REINFORCING PER PLAN. 10. DOUBLE STUD OR COLUMN -SEE PLAN. 11. Cf'ENING. 12. HEADER -SEE PLAN. 13. RIM JOIST -SEE PLAN. G)J;;ICAL SHEAR WALL ELEVATION TOP PLATE -._--t+DDUBLE 2 X STUDS, TIP. U.N.D. (±) TYPICAL BEAM TO FRAME N.T.S. REFER 1U SCIEDULE (12) 16QS STAOOERED AT EA SIDE IF TOP PLAlE SPUCE (J) 16d'S STAGGERED AT EACH SIDE OF Sl'LICE 2 X STUDS O 16' O.C. OR MNDOW MllllONS TIPICAI. NAILED Sl'UCE APPi.JES 'MIEN NO OlHER Sl'UCE IS INOICAlED. NOTE: SPLICE PLATES ARE OWl STUD OR MUWOO. SIMPSON ST6236 MAY BE USED IN LIEU IF NAIIJlG AS IOOICA TED ADO\IE. @J;~ICAL PLATE SPLICE OPTIONAL SHEAR WAU. INSTAUEO W/ LONG DIMENSION AalOSS S1UOS. STAGGER VERTICAL JONTS PANEi. SHEA1HING USED AS CORf.ER BRAONG W/ LOOG DIMENSION PARAU£L TO S1UOS SIDING IIA TERIAI. 8d NAJLS O 6' O.C. AT EDCES & SEAMS ANO 8d NAILS O 12' O.C. IN F1ElO U.N.O. ON SHEAR WALL SCHEDULE @ J;;ICAL SHEAR WALL SHEATHING STUDS , 1e• o.c. SHEAR WALL Stud & N',.. Ratod Non Size & Spocrng Bl'ocklng STze Sheathing Labtl (1) (2) (4) (14) O Edges O MJolnlng (4) (5) Edges (15) (3) (6) (16) SW, lf,"ose One Ski• 8d O 6" o.c. 2• SW2 u,·ose Ont Ski• 8d O 4• o.c. 2• SWJ lf,"OSB One Skle 8d O 3' o.c. 3• SW4 lf,"ose Ont Skit 8d O 2' o.c. Jx SW8 !f;ose Both Sid" 8d O 3' o.c. Jx Required Notes (1) Install panels elth• horlzontolly or wrtlcolly HEADER TOENAIL. 8" O.C. STAGGERED. BOTTOM PLATE SILL SHOWN CUT AWAY TO SHOW NAILING. 6. KING STUD. 7. TRIMMER. 8. CRIPPLE STUD. @J;!ICAL WINDOW OPENING 1. ANCHOR BOLT WllHIN 12· or EDGE 2. 2 X 6 SILL PLATE. 3. CONCRETE STEM WALL 4. 3"x3"x1/4' PLATE WASHERS U.N.O. @ J.~'.ICAL 2 X 6 SILL ANCHORS I ANCHOR SCHEDULE 2x Bottom Plate SOI Plate Attachment Rim ./olsl Or Attachment Block c.nnecllon Anchor Bell To SIi Plate Size Copaclly To ToP Plate NaDfnze1~°. Wood (PLF) Concrete Below 0 roundotlon (7) (8) (9) (10) (12) (17) (11) (13) (18) _,..... . 16d O 4• o.c. 16d O 6' o.c. %'@ 48' o.c. 2• 240/335 LlP4 o 3z·oc 16d O 4• o.c. ,• C 32' O.C. 2• J!lO/-HO L1P4 0 12'0C (2)ROWS 10d O o• O.C. r C 24' O.C. 3x 450/630 L1P4 o a'oc (2)ROWS 11<l O 4" O.C. r o 1s· o.c. 3x eeo/920 L1P4 0 6'0C Uld O 4• OC ,Ir: f O 12" o.c. Jx 900/1260 LTP5 e 12" OC FLOOR FRAMING: Use double joists under all parallel partitions that extend more than 1/2 the length and around openings. Prefabricated flooring materials by others. per manufacture's drawings and installation instructions. Pre-fabricated items to be designed by a licensed Professional Engineer. Trusses to be fabricated and bear the quality control stamp, design load, maximum spacing, and manufacturer's name. Fabricator to provide all connection details. Where trusses are not provided to complete the roof system, overframing members and their connections shall be provided. Overframing details shall be included in the truss shop drawings in order to provide loading conditions consistent with the modeling of the trusses. The overframing c1nd related details shall be designed under the direction of the truss engineer. Where trusses align with shear walls, a special truss shall be provided that has been designed to transfer the specific wind and seismic loads shown on the plans. The truss shall be designed to transfer the load between the roof sheathing and the shear wall below. The truss shall be designed to transfer a minimum of 150 plf along the length of the truss. All temporary and permanent bracing required for the stability of the truss elements under gravity loads and in-plane wind or seismic loads shall be designed by the truss engineer where the top chord is not directly attached to the roof sheathing, the truss engineer shall design and show the placement of all required top chord bracing and connections on the truss shop drawings. Any bracing loads transferred to the main building system shall be identified and submitted to the engineer of record for review. TYPICAL ~All 3N 1111.. EDGE ;i. P1A11: rACE IJIAII IF IJSIH«E ffiQI Pll'IOOI PLYMlOO HmZOOAL (2) Where eh0<1thlng le applled an both sldeo of woll, panel edg,, Joint, on 2x framing ahall be staggered so that joints on the opposite aldea are not localed on the eame studs. (3) Bl<><:klng Is requl"'d at oll panol edgn TYPICAL BUILT UP COLUMN: All columns not specified or otherwise noted on the plan are to be two studs which are spike laminated together with 16d nailing at 611 on center staggered. All columns supporting girder trusses or glue laminated beams are to be three studs which are spike laminated together with 16d nailing at 611 on center staggered. HEADERS All headers not specified or otherwise noted on the plan are . to be 4x10 or 6x8 DF#2 with at least one cripple and one stud for each end for openings 5' wide and two cripples and one stud for all others. TYPICAL WALL NOTES: Stud framing shall be Hem-Fir U.N.O. Anchor bolts shall be i" and no more than 48" apart embedded at least 7''. There shall be a minimum of 2 bolts per piece (sill plate), with 1 bolt located within 12" of each end of each piece. Anchor bolt washers shall be 3"x3"xl,.-." square and tightened to the plate. Holdowns and fasteners shall be Simpson U.N.O. Install per manufacturer's instructions. All bearing walls over 10' shall be laterally braced at 4' o.c. ENGINEERING DOCUMENT UCENSE: P.T. WOOD CONNECTORS All metal connectors coming in contact with P.T. wood shall be Simpson "Z-Max", triple zinc coated, or hot dipped galvanized for corrosion resistance. ANCHORAGE All anchor bolts embedded in concrete or masonry shall be be A307 UNO. Expansion bolts into concrete not otherwise specified shall be Simpson STRONG-BOLT Wedge Anchor. Install in accordance with ICC ESR-ln1, including minimum embedment depth requirements. Epoxy-Grouted items specified on the drawings shall be grouted with Simpson SET Epoxy. Install in accordance with ICC ESR-1n2. NAILS: Connection designs are based on "Common Wire" nails with the following properties. PENNEY OIAMEltR LENGTH WEIGHT (INQiES) (INCHES) 8d 0.131 2-1/2 10d 0.1~ J 16d 0.182 3-1/2 20d 0.192 4 (z) ~r'.s.UD AND SHEAR WALL !KAlHIIG 10 HMS. 4. rm NOHICAAtill lml.S. 2. EDGE NAllHG 1Q I£ !l'PlEJ U!E SIN(U l(JHG S1U?S. 1U NJ. PANEL EDGES. SYMBOL LEGEND: [x] BUILT UP STUDS # @ BEAM # CALLOUT (x) HOLD DOWN CALLOUT • I S\v#I SHEARWALL CALLOUT ~ SECTION REFERENCE 1. Grant of License: In consideration of payment of the building fee Pacific Northwest Engineering Inc. grants you, the Licensee, a nonexclusive Right of Use for the purpose of constructing one structure from this engineering. Subsequent uses are permitted when accompanied by an originally stamped "Site Specific Re-Use Letter" for each additional site. 2. Ownership of Engineering Drawings and Calculations: Pacific Northwest Engineering PLAN VERACITY: While every attempt has been made to insure the accuracy of these engineering documents, site condition, product availability, etc. will affect the execution of this engineering. All information must be verified prior to construction. Any changes to the plan must have Pacific Northwest Engineering Inc's written approval. Inc. retains the Title 17 USC Rights and Ownership of these Engineering Documents and all subsequent copies of the engineering. This is not a sale of the original Engineering. (4) Provide ah,ar woll eheolhlng and n~ for Ut, ..,u,.. ler'J,*h of the wolls lndlcaled on the plans. Ends of full helvf,I wall• aro deolgnaled by eklerlor of th• buBdlng, dors, windows. or oorwoys or as d .. lgnoted on the plans. S.. pion, for holdown roqulremonl,. (Altemole noto: walls dnlgnotod as perforated sheorwolle "'qulro ,hoolhlng obow ond b,low oil openings. (5) ShoaUtlng edg, naBlng lo required al oll holdown fcosts. Edge naBlng may olso b, required to each stud used In bulll-up holdown pools. R,ler to the holdown detono for addltlonol In ormotlon. (6) Intermediate framing to be with 2x minimum members. Flold nalllng 12" o.c. (7) Baaed on 0.13bl-l/2' long nails ueod to altoch framing clips dlrecUy to framing. sheathing. Use A35 or RBC dlpa In lieu of LlP'a for roof bladdno to toP plate. Use 0.131x2-1/2' nails where lnotalled over (8) 16d o +· o.c. t)P unle"" noted o1herwloe (9) Whero plate oltachmenlo opecm .. \2) ro.n of non,, provide doubl• )olol, rim or equal. Attach per detons. (10) Anchor bolts sh<1II be Drovlded with steel plate washers 1/4"xJ"X3'". Embed anchor bolts minimum 7 Into the conaete. (11) Preasure treated motertols con cause excessive corrosTQtl In the fasteners. Pro"lfde bet-dleeed galvanlzed (electro ploUng Is not occeotoble) mull and connector olotea (fromlna an<1les. eet.) for all connectors In contact with Dresaure treated framlno members. (12) See deloQ on details page for Simpson MASIIIASP anchor bell option. (13) When using 3x plates framing shall be noBed using 4"x .148" 20d box non.. Alternate Notes (14) 1%,," plywood sheathing moy be used In place of the !fo" OSB meothlng provided thol all studs ore epaced max. 16" O.C. {15) Where wood sheathing (W) Is applied over g)1)sum aheothfng (G) contact the englnNr of record for oltemots nolllng requfrmenb. (16) At adjoining poiel edg.., (2) 2x otud• noled together my be used In place of a single JX stud. Double 2x studo may be connected together by nafllng the otuds together with J' long nana of the some spacing and diameter ao the plate nallng. (17) Contgct the "1glneer of record for odh .. lvo or exponslon boll oltemoUvn \o coot In pla.. anchor bolts. (special fnspKlon mQ)' be reoulred) (18) Double 2x plates may be used In lleu of o single 3x slll plot• provided noBlng Is otoggered between the two plates. HOLD DOWN SCHEDULE F'atenn srmp1a1 Product A111:hor B°"' Lobel Model Numbr (4) (5) (6) (1) (2) (3) Nomn; Semo (1)• S1H014/S1HD14RJ (2) STUDS W/ (38) 16d -- (1) .. HOUa -(2) STUDS W/ SOS SCREWS SIMPSON r SSiB24 (2) MST37 (2) STUDS W/ (22) 16d -- (3) MST48 S1RAP (2) STUDS W/ (J4) 16d -- (4) HDQ6-SOS -(J) STUDS W/ SOS SCREWS SIMPSON SB tx 24" (~) HH0Q1o!-S0S -6x6 POST W/ SOS SCREWS SIMPSON SB 1" X JO" (6) MSTC4803 STRAP (2) STUDS W/ (Ja) 10d -- Required Notes (1) Install all 1hoor anchors per manufacturer (2) All metal connectors eomlnt In CQl'l\oct with pressure treated wood aholl be Simpson •z-Mox•, triple zinc coated or hot dipped galwnlzed for corro1lon protect n. Alternate Notes (J) Substitution with another monufocturere anchors with englneen, opprovol (4) /vi altemale to the Slmpeon r SST824 lo lo epoxy r Affl with 8' embed uolng Smpson SET epoxy per MFR. (5) /vi oltemote to th, Simpson S8l"x24" lo lo epoxy t AlR with 12' embed using Slmp""" SET epoxy per MF!j.~i-f . ., ,~.,., ..,. · (6) /vi ollernale to the S1mp11011 SB1'x30" lo to epoxy 1• ,..ffl with 14" embed using S1mp11011 SET epoxy por MFR. -~., VI f"H::111' (•) S1HD14RJ Is to be lns\olled at rim Joist locatlono only r-1anninr. n, .. 3. Copy and Transfer Restrictions: These technical drawings and calculations are Copyrighted. Unauthorized copying of this Engineering is strictly forbidden. The Engineering is licensed to you only, and may not be transferred to anyone else without the prior written consent of Pacific Northwest Engineering Inc. IMPORTANT: CONTRACTOR SHALL VERIFY ALL POINT LOADS AND ALL POINT LOADS SHALL HAVE SOLID BEARING TO FOUNDATION. NOTE ANY CHANGES TO FOUNDATION AND STRUCTURE FROM ARCHITECTURAL PLANS AND NOTIFY ALL AFFECTED PARTIES ( .. ) HDU5 may be used In place of the STHD14(RJ) 0 n ..:;; -•VIVJ~ MAR 11 2010 :JI: > w CL ORIGINAL STAMP MUST BE RED TO B:E: VAUD ALL VARii'L-rIONS FROM CONDITIONS AND DIMENSIONS SHOWN ON n-lE DRAWING SHALL BE RE:PORTED TO THE DESIGNER FOR RESOLUTION PRIOR OR PROCEEDING TO THE WORK; OTHERWISE, THE coN·n~ACTOR SHALL BE SOLELY RESPONSIBLE FOR COSTS 01' ANY NECESSARY REMEDIAL WORK. w V) w N \..) '<( 0 N '<( ~ 0 _J ...... a.. ' co =1:1: r-z CJ r-V) 0 0 ...... r- I _J NZ z ......w ~ Cf. N (Y) CX) ...... EXPOSURE: B WIND SPEED: 85 MPH SNOW LOAD: 25 PSF GENERAL NOTES DRAWN BY: DATE: SCALE: PROJECT NUMBER: CJB 04-07-2009 AS NOTED PNE R-1443 SHE:ETNO: S·-0 FOOTING SCHEDULE 24" 24"x24"x1 O" CONC FTG W/(3)#4 E.W. 30" JO"x30"x12" CONC FTG W/(4)#4 E.W. 36" 36"x36"x14" CONC FTG W/(5)#4 E.W. 1B"rll 18"1ilx6" CONC PAD W/(1) #4 E.W. 24"111 24"!11x8" CONC PAD W/(1) #4 E.W. 62'-o" ,. , , ' 41'-0" 21'-0" ,. , , ' ' 5'-6" 5'-0" CRAWL SPACE ACCESS ,. PANEL & G.I. WELL , ' ' -"l',,~---r1---------l---------1.:l __________ f#. --------------------. ~.--,------------~---------------------, (1)=.. I r -,_ ---... _._ -· -~ -----=-------------,_ -,_ --,_ -----. ----,--------------------------------1 1 ::::, : I ,I : I 0 I ~ 7 ~---------+-~---H'I I I I'--< r,~~-1~~._,._, ' I r-I I I µ I / -------v-DPTIDNAL HOLD DDw'N LOCATION I --r I p I\'.:'''............... SEE SHEET S-3 FDR DETAILS I I : . '° b I I I ~; I --:· -: ~r.> ~ I SLAB ON GRADE EDGE OF SLAB : I @Si I -............i. I I Vl :i,; I 4" THICK CONCRETE SLAB ON f'- --1· -I Iii i I 'b COMPACTED SAND/GRAVEL BASE I I I ~tn I ii> I 0 I I 24"111 24"i 24"t a::~ 24"rll 24"111 24"¢ 24"111 I ~ 2 -#4 BARS CONT. IN I ,__ ___ ...,,~/--t--'""----Hil · t-C:J-~ ---E;-----c&-B~,-~3_i·,~t*2 CJ------~=-" -----CJ-:· ! A FOOTING 00~.,.G : ,.;_.~,~ ;;;,c i ! c:;~~ .L. ! I ~ ~ O::'. n I ~ (D • 0 I CJ I") . ,- I I NN I I l) I ' I 1 ~· -5" 6'-o" , , ~·-o· ,, 5•.,.o·: 6' -o 6' .,.o" ,. . =n 5' -o· 2·-1 r 1 _ 1 I ' , • , _, , , •, _ I I I 8 :R C\W $P,\CI'" ~ l ~~ ·, ~~ . ff. Ml t W1 6 Ml,_ VA OR , ~ ~ o lARRI R TYP. ',~~ -~ -----------~ 24"¢ _!24' rll 24"1'l 24' ¢ 24"11 24•111 ~4"111 '~ ~ , . /~ E" \ 4"xi" DF#2 /L\. -E~ /l Lf"" rDi._ /~-~-o..;-~------~., : t~. ,_'~-::::_7----J~-~--cCT-~-..-~-J~-----cJ ~----1\v -~ '------cD--/~1r,~ 1 ~ : : SLOPE FLOOR DN. TO DOOR - ----+- \ 0 ..-, f (; ,f:/ '. ":.i-: I ~ -._j-vl) I I ' I L ____________ _J I '--~ I I -'is--1 " • J 41'-0" 'II • : ··:--i..::::: _______ _,_ ________ J ~,, J : -r-'b L[\ lvl:_ 1 ~ ,\v) ~ A ~w vl·p 1_J ~ (/J TYP. @ ALL SLABS .. 6 • 0 , 3'-0" FOUNDATION PLAN a'-o" PB DR ABI AT 6X6 Pl ST TYP. U.N.D. 10'-o" DO NOT SCALE, SEE ARCHITECTURAL SHEETS FOR DIMENSIONS 'b I 'h N . I' City of Rent Pia · on nn,ng Division MAR 11 ZOIO Ill z g Ill ~ ~ a. <( 0 ORIGINAL STAMP MUST BE RED TO ll:E VAUD ALL VARI}ITIONS FROM CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWING SHALL BE REPORTED TO THE DESIGNER FOR RESOLUTION PRIOR OR PROCEEDING TO THE WORK; OTIJERWISE, THE CON'rRACTOR SHALL BE SOL.ELY RESPONSIBLE FOR COSTS OF ANY NECESSARY REMEDIAL WORK. N 0 0 00 Cl I z EXPOSURE: WIND SPEED: SNOW LOAD: B 85MPH 25 PSF FOUNDATION PLAN DRAWN BY: DATE: SCALE: PROJECT NUMBER: CJB 04-07-2009 ASNOTI:D PNE R-1443 SHEET NO: 5-1 J·:-ll~ l ! , . . ' . e I' -.---4 :3 ~---1---t---,,---t----r---t(/) : PATl1) b I b f'1 . " l{l I i'l .... • r-.. I 'in • N " ..- ~ .... I b ..- " ' I' . co I co ' ' -, • -0 .---4 I :3 ix> ..-(/) - ' I' • (0 I - 'in .---4 :3 (/) ' ' . L, , 19' o" 5'-6" 5'-0" I, . I Swl I u \J Swll LIVING ROOM 5'-3" 10'-9" , 0 W.I.C. '- Swll 19'-9 5/B" 14'-5 1/2" ,, , . 62'-o" 41'-0" 21'-0" DINING BEDROOM 11'-o" 11'-o" ,. ~ 6'-5 3/4" ,, I, . %Swll l'--1/ _____ _,I I( o~L O Jjf, ,__ __ ~.,_: 1 -ar------+-/_,--,\~ ~ l'-------=======1-· --~AN TR~' _j I ~ NOTE : SEE FLOOR PLAN OPTION @ SHEET S-3 I Swl • f'1 I f ~ KITCHEN l \ [ ____ J __ ,_3_'-_6'_' ~=.,=l===-J ' I--\ _AUN. (/) • N " .... ' IX) IX) I I O> b ..- ' BATH C] ( OJ o---, > 0 : - - BEDROOM ( :( >--> - COVERED PORCH • <O ~ ~ ' ~ Ol I io ' I 1 Swll • 0 I <D ..-GARAGE 6 x 6 P )ST W/ 1x WRAP I' r Swl & TAPE ED STONE VENEER BASE 21'-2 3/B" 10'-4 3/4" 5'-7" 10'-6 3/4" , L, . . 41'-o" FIRST FLOOR SHEAR WALLS, HOLDOWNS, AND STRUCTURE DO NOT SCALE, SEE ARCHITECTURAL SHEETS FOR DIMENSIONS . . 6'~ O" 5'-0" ,, , , . ' , 3'-o" B'-0" 10·-o· , ,. , ' a:: 0 0 Cl Cl <( LL.I :c a:: ~ 0 0 ........ ....... X ~ "' ~ , I, . ~ ~ ~) ' ~r0 r---- • 0 I a ~ ' ,. : 0 I i'l N : st- ' f'1 co I b ..- - , , ORIGINAL STAMP MUST BE RED TO BEYAUD ALL YARIATCONS FROM CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWING SHALL BE Rl:PORTED TO THE DESIGNER FOR RESOLUTION PRIOR OR PROCEEDING TO THE WORK; OTHERWISE, THE coN·n~ACTOR SHALL BE SOL.ELY RESPONSIBLE FOR COSTS OF ANY NECESSARY REMEDIAL WORK. N 0 0 CX) Q I z EXPOSURE: WIND$PEED: SNOW LOAD: B 85 MPH 25 PSF FIRST FLOOR SHEAR WALLS I HOLDOWNS' AND SllRUCTURE DRAWN BY: CJB DATE: 04-07-2009 SCALE: AS NOTED City of· h riento Planning Di . . n VISton -P-RO-JE-CT-1 ·-----1 NUMBER: PNE R-1443 SHEET NO: 5,-2 MAR 11 Will \ l SEE DETAIL 2/SD-2 FOR , • ',-------------,' TYP. ROOF SHEATHING ft Ill z g l--t-r---_-_-_t-__ -_-_-_-__ +_-_-_-_~.1.L;it: :-J--H-t-R--c-::t+l..L~-------+~--------_+_-__ -_-_-__ 1-_.-.r----_+_-H-~-~--t_-_--. _'L-+-_-__ -_-+-_-_-__ -+-__ -_·j,------+---_-_..r-.-+----HD::._R--l_i--, """"'L---_-_1-__ -_-_--,-i ,·t-_-_-__ -_-_;-.-_-__ -_-_-l_ r-_-__ -_-,-+~_-_-_-_-__ +_-_-_-_-__ --1~---_-_-__ -t-_-_-1_1-~_-_-_-_-_1-__ -_.l-_-_+_-_-_-_-_-i!-_-_-_-_-__ -t-_ -_-_-_ -__ t-_-_-__ -_-_+l---:;1-1~_i'--I/ ----ll.-- 1 II V ~ Ill Ht!:! iii < ct D f C: :::::. ===== _:::::: ::::, 7 / l!HDR ~g / I ~ N~ I \SD-2/ "" N / Ct: I a) ll '--' lrlD_G_E._~~-!-~ lr~~~------~=~B~ • t;:; 0 (/) I ix> ffi z g§ (.) I ~ ~ "' ~ fR1\'•t II i ---------, ,-J en ::> " ::c-\J I J , ~ =~---------tt....-1---'k- l [ -----, r I 'b LL ~ I ~ V l::::-:::::"::~~c:::::::::.::-_:·,::::::c:::::_::::c; ! ~ '!_ ____ , ~ ~ ~ "'""1"'-. ! ~ / : RIDGE "' @ L_ ------• I/ r"' ! r SEE DETAIL 7 /SD-2 FOR t----t-t---1---t----Ht--1---+---1---+---t---+:t----+---+---+--+---+--1--H'· ->-+---+----+---+---+---t---+--tt-1 ---1---+-----,f---l1 TYP. GABLE END TRUSS ) , ---------------~-~----------:i I V ~ I~ / / ----1 r ----· ·a.. .... ~.----------,... WEB CONNECTION /:::/ i i ~ : '-<:::>,,,, ~~ ~ RIDGE ,, 1 c, 1, /~ / ,----· ____ J I O 8 ,-----------. , f ~?,_) '.. ' c--.:-_ '":: ------::----· /~/ /~:;r------n "' Ct: ! r-------~,~ ~', ',,,>--------------------------/~ GIR[){Ri'Rl ss "-1 V KITCHEN L BAR ] ( r:::s // 1 , c;i=i c---:.::=i-i=i C:: 1 " V r / · ~ ~ 1 : /A ~ : : : ! ~>-.. // I ! I i 5~~~: ;,--u u ---, ~~~~" _, ~ j \_ ~~c P~~~~~R B~ ! V # ~ ~ J r (r/ "~{ i ~ INTO 'wALL J(_ ________ ._ -------------~ I ~ @i~ / "'-- j HDR 1 1 ~ l 4'-o" l l 4'-o" l 1 1 ! HDR I 1 CORNER 'J 1 CORNER 1 ~ ! I ~ I SET SET ! ! ! ~ ! ¥~5s~E}tJA~~~~N? 6~~1o~;orn • ~ t') I (0 : H R , J I ----=---------------____ J 1Rs-j L-----------------------------______ ,_ _____ ....J L--------,f.--__ -l ----___ _J l __ ,.. __ r---------L-------·-~ --. i---,__ V 4'-2 1/4" --, I I I LJ..'. I I I.J.J Ct: I I I _ _J LAUN. --, I I I I I I --" ENTRY O> I -:.i- : ,.... ,.... I }.. ROOF FRAMING DO NOT SCALE, SEE ARCHITECTURAL SHEETS FOR DIMENSIONS ROOF TRUSSES BY OTHERS FLOOR PLAN OPTION DO NOT SCALE, SEE ARCHITECTURAL SHEETS FOR DIMENSIONS \ 6"x8" DF#2 I'\ \_ HUC HANGER DR POCKET BM INTO 'wALL LCE POST CAP AT 6X6 POST CUT BMS AT 45 DEG TD FIT ON POST f-• I.J.J 0 (/) I ix> ffi z g§ (.) STRAP BM 'w/ MST 37 EA SIDE IF BM SPLICED ORIGINAL ST,~MP MUST BE RED TO O,E: VALID ALL VARIMIONS FROM CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWING SHALL BE REPORTED TO THE DESIGNER FOR RESOLUTION PRIOR OR PROCEEDING TO lHE WORK; OTHERWISE, THE coNmACTOR SHALL BE SOLIELY RESPONSIBLE FOR COSTS Of' ANY NECESSARY REMEDIAL WORK. N 0 0 CX) D I z EXPOSURE: WIND SPEED: SNOW LOAD: N w V) w \.) ~ ~ ~ _J ..-t a.. ~ :it J--z J--V) 0 0 ..-t J-- ..J NZ ..-t w ~ CL. N CV) <X> ...... B 85MPH 25PSF ROOF FRAMING DRAWN BY: CJB DATE: 04-07-2009 City of Hen scALE: As NoreD Planning o· . tor,___PR_o_JE_c_T ______ _, IVJsion NUMBER: PNE R-1443 1-----~- SHE:ET NO: S·-3 MAR 11 ZOIO . . - r INSULATION PER ARCH. MIJISTURE BARRIER SIDING PER ARCH. B!JTTDM PLATE NAILING PER S.IJ. SCHED. lfe' GYP. BD. PER ARCH. 2x6 STUDS @ 16' !l,C, 2x6 P.T. SILL Pl.l\TE WI %' A.B. PER PLAN AND 12' FROM ENDS FL!l!lR JOISTS PER PLAN INSULA TIDN PER ARCH. EDGE NAILING PERS,\,/, SCHED.11fl~~±/,~====I TOE NAILING 16c1 @ 6' a.c. 114 VERT, BAR 8. H!JRIZ, @ 24' !J.C. MAX SPACING 6 MIL. BLACK VAPOR BARRIER LAP 12' @ SEAMS AND UP FDN. IJALL PROVIDE (1) SIMPSON CS16 STRAP 48" MIN EACH SIDE OF SPLICE W/ 8-16d COMMON NAILS P.T. SILL PLATE PER PLAN (2) #4 BAR 36" LONG PLACE DIAGONAL Y C RE-ENTRANT CORNERS --,,___, IN STEPPED FOUNDATION WALLS 4' MAX STEM WALL HEIGHT STEP FTG WHERE REQ'D, CONTINUOUS RE-BAR PER FTG DETAIL .. .. .. • • •• .. . . •• .. •• ONE *4 REBAR IN SHEAR CONE 12' MIN, REBAR LENGTH Y SIMpson Strong-Tie STHD Corner InstollQ tlon on Triple S-tuds STHD14 HOLDOWN DETAIL 1 . MOISTURE BARRIER SIDING PER ARCH. 2x4 P.T. SILL PLATE IJ I 'i(i' A.B. PER PLAN AND 12' FROM ENDS EDGE NAILING PER S.W, SCHED. X <[ :a: l!!' GYP, BD. PER ARCH, 2x4 STUDS @ 16' !l.C . 114 VERT, BAR 8. H!JRIZ, I! 24' !J.C. MAX SPACING 4' C!lNC. SLAB IJ / 4' GRANULAR FILL g. 6x6 IJIRE MESH 6 MIL. BLACK VAPOR BARRIER, LAP 12' @ SEAMS 2. MAX STEP HEIGHT OF ONE UNIT VERTICAL PER T',/0 UNITS HORIZONTAL WALL FRAMING ABOVE 9. 1 3. MSTC52 FROM PONY WALL TO SHEAR WALL ABOVE WHERE FOUNDATION HOLDOWN IS SPECIFIED RIM JOIST 2-2x TOP PLATE 2x6 CRIPPLE WALL WITH STUDS @ 16" O.C., MAX HEIGHT 4'; SHEA TIHING/NAILING TO MATCH SPECIFICATIONS OF WALL ABOVE STIHD14 OR OTIHER PER PLAN MINIMUM (2) A.B. OR PER SHEAR SCHEDULE REINFORCING PER FOUNDATION OR '------RETAINGING WALL 6. SIMpson Strong-Tie HDU SCHEDULE WHEN EPOXY INTALLATION IS USED, USE %" DIA ANCHOR WITH SIMPSON SET-XP EPOXY EMBEDED A MINIMUM OF 8" HDU5 OPTION DETAIL 1 0. y 1 4. SHEIi fHING PER PLAN AS REQ'D 'l(.' TYPE 'X' G,IJ,BD. B!JTT!JM PLAlia NAILING PER S,1,/. SCHED. EDGE: NAILING PER S."w, SCHED. T DE NAILING 16c1 @ 6' a.c. 4' C!JNC, SLAB WI 4' GRANULAR FILL g. 6x6 WIRE MESH 6 MIL. BLACK VAPOR BARRIER, LAP 12' @ SEAMS PER ARCH, 114 VERT. BAR 8. HDRIZ. ni----@ 24' a.c. MAX SPACING 12' 6 MIL. BLACK VAPOR BARRIER LAP 12' @ SEAMS AND UP FDN, VALL t ~ z (\J H ..... ::E: J 3. #4 tEBAR CONT. 7. MUDSILL ANCHOR SPACING SHEAR WALL SPACING SW1 30" O.C • SW2 18" O.C. SW3 12" O.C. *MAS/MASP FASTENERS SHALL BE HOT-DIPPED GALVANIZED MAS/MASA ANCHOR OPTION 11 . 1 5. 3/4" T&G FLOORING MIN (4) 16d TO POST AND BEAM EACH SIDE 1"x6" OR 3/4" OSB EA. SIDE OF BEAM OR APPROVED MTL. CAP SIMPSPN PB44 OR (2) A34 AT Post BASE 2X BLOCKING FLOOR JSTS. PER PLAN BEAM PER PLAN i=.---POST kER FON PLAN l 1 1 15# BUILDING PAPER BETWEEN POST & CONC. 4. ORIGINAL STAMP MUST BE RED TO BE: VALID y STHD14RJ HOLDOWN DETAIL 8. 1 2. Cit,, ir of Renton Planning o· .. 1v1sion ALL VARIMIONS FROM CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWING SHALL BE REPORTED TO THE DESIGNER FOR RESOLUTION PRIOR OR PROCEEDING TO THE WORK; OTHERWISE, THE CONTI~ACTOR SHALL BE SOL.ELY RESPONSIBLE FOR COSTS OF ANY NECESSARY REMEDIAL WORK. N 0 0 CX) CJ I z EXPOSURE: WIND SPEED: SNOW LOAD: DRAWN BY: DATE: SCALE: PROJECT NUMBER: w V') w \..) ~ N ~ s _) ...... a. ' lf: ,._ z ,._ V') 0 0 ...... ,._ -l NZ ...... w "'" Cl N (Y) CX) ...... B 85 MPH 25 PSF CJD 04-07-2009 AS NOTED PNE R-1443 MAR 11 2010 SHEET NO: C1!E1<c~oW~!DJ 6 . .____5_(:)-1 t u . RBCP @ 48" Q.C. EDGE NAILING INTO BLK'G f- I L.:J >--< w I 2 X 6 DOUBLE TOP PLATE OSB SHEATHING MIN VIDTH = 16' I /2" COX OR 7 /16" OSB 6" EDGE AND 12" FIELD NAILING U.N.Q • 2 X 6 STUD WALL - STUDS @ 16' O.C. 1 . SIMPSON LSTA24 EACH SIDE OF OPENING ON OPPOSITE SIDE OF SHEATHING CONTINUOUS HEADER PER PLAN SHEATHING NAILED \\/ITH 8d @3' GRID PATTERN AS SHO\\/N AIL TOP PLATE TD HEADER \\/ / (2) RO\\/$ OF 16D's @ 3* DC SHEATHING NAILED TD MIN (2) 2'x VITH Bel APA RATED SHEATHING GRADE PANELS. NAIL AT 6" ON CENTER EDGE. ~ VERTICAL PANEL DIMENSION PERPENDICULAR TO SUPPORTS TYP ROOF SHEATHING U.N.O. SHEAR WALL PER PLAN STAGGER END JOINTS OF ALL ROOF SHEATHING PANELS GABLE END TRUSSES SHALL BE SHEA THEO WITH 7 /16" OSB. 2. AJ5 @ 18" O.C. TRUSS TO TOP PLATE PARALLEL TO SHEAR WALL 6. USE H1 OS FOR SINGLE PLY GIRDER OR LGTJ FOR 3-PL Y GIRDERS Ll OR LGT4 FOR 4-PLY GIRDERS TYPICAL SHEAR DETAIL SIMPSON LGT2 GIRDER TO TOP PLATE 3 . VERTICAL BRACE WHERE IJEB E~CEEDS 4' IN HEIGHT GABLE WE SECTION 8-8 2x4, ATTACH VITH 16d @ 16' D.C. FLAT 1x4 BOT. CHORD BRACING @ 48' D.C. DR PER TRUSS MFG GABLE TRUSS AND VEBS PER TRUSS MFG 7. MFG TRUSSES @ 24' O.C. ri.. @ 6' 0,C, FLAT 1x4 BRACING @ 48' D.C., DR PER TRUSS MFG~ c= ===========-=== = SHEATH GABLE END AND ATTACH AT EDGES VITH 8d@ 6' D.C. TYP EDGE NAILING PER PLAN SHEATHING PER PLAN TYPICAL GABLE END TO TOP PLATE CONNECTION 4. 8. X <t: :E @3' O.C. BOTH MEMBERS 1-------------------------+-------------'---------------1-------------------------1 ' C) .-< STHD14 EACH SIDE OF VALL PANEL MIN (2) 5/8' A.B. VITH 7' MIN EMBEDMENT AND 3'x3"xl/4' VASHERS PORTAL FRAME DETAIL 9. 1 0. 11 . 1 2. ORIGINAL ST,~MP MUST BE RED TO a,e VALID All VARLHIONS FROM CONDITIONS A~JD DIMENSIONS SHOWN ON THE DRAWING SHALL BE REPORTED TO 'THE DESIGNER FOR RESOLUTION PRIOR OR PROCEEDING TO THE WORK; OTilERWISE, THE CONTRACTOR SHALL BE SOLEL.Y RESPONSIBLE FOR COSTS OF 1\NY NECESSARY REMEDIAL WORK. N 0 0 CX) Q I z EXPOSURE: WIND SPEED: B 85MPH l---------------------------+--------------------------+-------------,-------------t----------------------------1 SNOW LOAD: 25 PSF J ' 1 3. 1 4. 1 5. City of Rento Planning Division n MAIi 11 Z010 DRAWN BY: DATE: SCALE: PROJECT NUMBER: CJB 04-07-2009 AS NOTED PNE R-1443 SHEET NO: 5 t:::>-2 ff11ff£©fuw~rcl 6 . .____ w 2 <( z LL er w ( () => ~· 0' PATIO l0Xl2 e'-112> in· 3 ~'-12>' ---ro' FOUNDATION . 12' >'OOTING ," -. --a ---" ---. --1-_,_ -_ 1 L [ _ ---------, -'k---------------+1 -~ +,--------~t-------+ s "' ' ' ., . 'L,)J''' ~ 12' FOOTING : i -~e--c )24'----( )24' -l ~ f C )24-' --I I I I I I I I I I I I I I I I I I I ~~ d) ' ,- Q ' Cl) 'e,' C )24· ()24' . ~I t...... ro ' FOUND AT I ON!---'3"1~ i..,,~-~ ~ I I I I .. IL I I () !i X I I I I .. IL () ~ I I I I I I I ~~(-00~24' -'lc------+(-00)2 4' I ~ : : ~ ~ 12' FOOTING I I ~ ~ -~:~I ~1;::,,------6' FOUNDATION I ~ "' "' • 1:i'-e 1n· ,- ' ,- ' I I +----'l<c--t'~-0 )24· +----+~~ =c=t--)2-4 · -~---'-++--()-4· -----,[LI I I I ·rl~-~~~-"---~--~--~-~~~~--~J~~I _____ ~ I I ~ I ,-----------1 I 1,i'-Hr_b_'-"+-3_14_' -+'·r 24' I I I .ol-----------,,::=d=-~1~ L --,, -f ~. I I (\Aro--88, II II (i_w0 L~ HOL.~ ,---,I --h -,, '--.._/ \'.'.'OlLN (TYF) /----''+-----+----+ 1--1-'I (11 II I I I -I I ri:\ I I ~ I LV'Y I --1+--+-'--1 -~ 4-------'------~c_:-~--___J-, L ---_J I I (~,?..L;~-=';-01--~t----::--=-----+-'~ -----n rc++·--r.,.,.1w12> L8 HOL.D I 1 1 ~ I I DOLI..N (TYF) I I I I ~ ~ 12' FOOTING I I --;ei~~ i..:~~-ro· FOUNDATION I I I I I L ___________ J I Q ' 2 -'k---------------t------,=-+r=--=s:-----tl "' '" ~ ' ,~ +' ---------------+ 8 HOltD L ----( ~~~OLLN t---. --I--_j (TYF)/-------+-~ ~,./_~-----+-~ '-II 112 lb'-3' '-II In 21Z''-2' !;'-1 1/2' 34'-IZ'' FOUNDATION PLAN . SCALE, },' • l'·IZl' WALL ANCHORAGE: R002.11.1 BRACED WALL LINE SILLS SHALL BE ANCHORED TO CONCRETE OR MASONRY i=OUNPATIONS IN ACCORDANCE WITH SECTIONS R40.3.l.ro AND Rro02.II. i=OR ALL BUILDINGS IN SEISMIC DESIGN CATAGORIES P0, Pl, P2 AND TOWNHOUSES IN SEISMIC DESIGN CATAGORY C PLATE WASHERS, A MINIMUM OF 0.22':I INCH BY 3 iNCHES BY 3 INCHES IN SIZE, SHALL BE INSTALLED BETWEEN THE FOUNDATION SILL PLATE AND THE NUT. THE HOLE IN THE PLATE WASHER IS PERMITTED TO BE PIAGONALL Y SLOTTED WITH A WIDTH OF UP TO 116' INCH LARGER THAN THE EIOLT DIAMETER AND A SLOT LENGTH NOT TO EXCEE io/.i' INCHES, PROVIDED A ST ANPARP CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND NUT. PRESCRJPTIYE METHODS . ""4,. '•l'c., "-. ._-,..,,: APPLY "SE,E A TT ACHED .· -~ ~-: FOUNDATION NOTES: ALL FOOTINGS ARE TO BEAR ON FIRM UNDISTURBED NATIYE SOIL.. VERRIFY ALLOWABLE &olLS BEARING . CAFACITY TO B~ l~IZllZlF5F FER ON SITE SOIL )iff!;j!/if/~~ IN CONT ACT WITH CONCRETE TO BE FRESSURE TREATED. ALL FOSTS ARE1To BE ANCHORED AGAINST LATERAL ~~~~~~tJT~Ji~6sgiH:~ie,~5T BASE AND FC FOST FROVIDE SOLID FRE6SURE BLOCKING AT ALL FOINT LOADS FROM ABOVE. FROVIDE SOLID BL=KING OR BRIDGING AT MID-6FAN OF ALL FLOOR JOl!:>T5 WITH SFANS OVER IIZl'-IZl' OR FER JOIST 5FECIFICATIONS FER JOIST MANUFACTURER. FOUNDATION VENTING, FOR EVERY 3,z,,z, 5Q FT OF CRAWL SFACE A I 5Q FT .VENT WILL NEED TO BE INSTALLED. 1215 DIVIDED BY 3,z,,z, • 4.a:>5 SQ FT MIN. OF 5 VENTS INTERIOR FOOTINGS TO BE 8'X24' ROUND /TYF.J. . -, .' t >" /·I CitY of Renton · ng Q'tV\SIOfl p\annr., OWNER'S INITIALS: OWNER'S INITIALS: BUILDER'S INITIALS: DATE, u ___J ___J z 0 f---u =:i u:: f--- (f) z 0 u 0 u:: Q_ ~ r 01 OJ (Jl <( 3 ' (L =:) __J __J <( b (Jl (L r 01 w PROJECT NAME ·· PLAN 1215 DRAWING TITLE FOUNDATION PLAN ISSUED l/8/01 FILE NO. FILE JOB NO. 00-033 DRAWN BY KLO CHECKED BY CHECKED REVISIONS REVISION JAN.-8-'01 SHEET NO. 2XB JOl5T l-1ANGER5 <TYF!-~ 4' X)f LAG El0LT5 5TAGGERED ElETWEEN EvERY JOIST ElAY (TYP 12'-tZ'' +--------------,f r====s==, -,==;=~=,==, --'I<- 2X!) LR JTS. 0 El TR D • 6' o.c. I I I I .1 I I I L JL L JL JL JL JL JL JL J \ DECK FRAMING~Dl=TAIL SCALE, 1/4' • 1'-11>' A " A-1 ,. I \ !We> LEl HOLD DOUN <TYF) . D IB<ZJ'2'. LB HOLD} DOILN (TYP.! I PATIO le>Xl2 11'-9' -- ( 8-- '----- -- -- -- / ,.___ -- ) -- ----,__ - 0 -ll'. v1 11 11.. :;; -q z --V "' r -- iii ill,. "' -- ii ) -- di ~ -0/ 0 ~ -Q -~ - X . '}-" -)= \ - -- Lr -- --( )-~ -"- -- -- -- ( - - - - 42<Zl<Zl LB 1-100,, DOUN <TYF.!) MAIN FRAMING FLAN 6 \ Cl . "' . ' (l,' ill ID :5 __J __J -<{ 0 ~) ~ r: B ~ X N I ll "' ~;~~H BLOCKING ANELS Al30VE -- 16'-<Zl' u / . -- ( I\ I~ ( \ -- L/ \__ L/ --- ---- --- . --- ( r-,_ / "' --) -- ~ n (1 l ~ i ... --,:;, ~ -z -V "' f -li -- ~ !-s c; :11.-"' ~ -- li ) L r, ' .. / I _/ - ID vd ID ' ~ II 0 g;;, ,1 ~ ~ I"'/ Q r / ' ~ ~ ~ L, " '/ " --) ) -- -- C'. ---. ' \ -- ( ) ~£,~ ( ) -L/ '--/ DO 0 - 1 11>0'2' LEl l-10LD 1 DOILN <TYF) - -,,,--y '\ IIQ 42<Zle> LEl \ I I l-10L D DOILN (TYF.! / - A ",A"l,.T 'Y - DOUBLE JOISTS UNDER PANEL ABOVE - ~ CRAWL ACCES!~ SCALE, 1/4' • 1'-<Z>' . WALL ANCf-lORAGE: R002-11.1 BRACED WALL LINE SILLS SHALL BE ANCHORED TO CONCRETE OR MASONRY FOUNDATIONS IN ACCORDANCE WITH SECTIONS R403.l.6 AND R602.IL FOR ALL BUILDINGS IN SEISMIC DESIGN CATAGORIES D0, DI, D2 AND TOWNHOUSES IN SEISMIC DESIGN CATAGORY C PLATE WASHERS, A MINIMUM OF 022':l INCH BY 3 INCHES BY 3 INCHES IN SIZE, SHALL BE INSTALLED BETWEEN THE FOUNDATION SILL PLATE AND THE NUT. THE HOLE IN THE PLATE WASHER 15 PERMITTED To BE DIAGONALLY SLOTtED WITH A WIDTH OF UP TO 3rfe.• INCH LARGER THAN THE BOLT DIAMETER AND A SLOT LENGTH NOT TO EXCEE 114' INCHES, PROVIDED A STANDARD CUT WASHER 15 PLACED BETWEEN THE PLATE WASHER AND NUT. ~ PRESCRIPTIVE METf-lODS APPL t:-SE.E ATTACl--lED -.-.... NOTES: - I ·- ' ' '· -.,,:, : FOUNDATION NOTES: ALL FOCTI.NC.5 4RE TO BEAR ON Fl~ -UNDISTURBED NATIVE SOIL. YERRIFY ALLCXUABLE SOILS. BEARING, CAFACITY TO BE l!,iZ>IZ>F5F FER ON 61TE 601L '.zit't',1/r!/~~ IN CoNTACT U/ITH CONCRETE TO BE FRE56URE TREATED. ALL F05T5 ARE TO BE ANCHORED AGAINST LATERAL MOVEMENT WITl-1 SIMFSON FB FOST BASE AND FC FOST CAFS UNLESS l~OTED OTHERWISE FROVIDE SOLID FRES6URE BLOCKING AT ALL FOINT LOADS FROM ABOVE. FROVIDE SOLID BLOCKING, OR BRIDGING AT MID-SPAN OF ALL FLOOR 'JOISTS WITH 6FAN6 OVER l<Z>'-11>' OR FER JOIST SPECIFICATIONS FER JOIST MA><UFACTURER Fo.JNDATION VENTING, FOR EVERY 3,Z,,Z, SQ FT OF CRAWL &FACE A I SQ FT VENT WILL NEED TO BE INSTALLED. 1215 DIVIDE!:) BY 3,z,,z, • 4.<Z>!'> 5Q FT MIN. OF & .VENTS INTERIOR FOOTINC;S TO BE !)'X24' Ro.JND (TYF./. DECK JOISTS, TREATED 2X8 • lo&' O.C. ;.!EADER&, o&Xe, DF '2 W/ MAX S'-<Z>' 5FAN UN.O. W/ o&Xo& TRA>s&OM - NOTE, FROVIDE MIN. /Ii 2X TRIMMER EACH SIDE BEAMS, NOTE, FROVIDE TREATED 4x4 F05T • ALL BEAM& WITH A3S FOSITIVE CONNECTION TO THE FADS UN.O. City of Renton Planning Division MAR 11 1Ui0 OWNER'S INITIALS: OWNER'S INITIALS: BUILDER'S INITIALS: DATE: u _J ~ _J r Cl\ OJ ~ (fl z -<{ 0 3 f--~ {L u =3 ~ __J et: __J -<{ f--t-CJl (fl =i z {L ,- 0 Cl\ w u t-~ l) ~ f--~ I-I _J d) Cl\ --ill ~ 'I \'I OJ t-.. w 0 (S) l) -LJ_ et: ~ LJ_ Q_ ~ C) PROJECT NAME PLAN 1215 DRAWING TITLE MAIN FRAMING ISSUED l/8/01 FILE NO. FILE JOB NO. 00-033 DRAWN BY KLO CHECKED BY CHECKED REVISIONS REVISION JAN.-8-'01 SHEET NO. EXTENT OF HEADER DOUBLE FORT AL FRAME <TWO BRACED " ' -' ·-., EXTENT OF HEADER 51NGLE PORTAL FRAME (ONE BRACED I ,-, / I •• 0 0 0 0 000000 •• oooop, 000000 •• oooob< HIN. 3' X 112!;' NET 1-lEADER c-000000 •• 0 0 0 0 f' < ) 000000 •• 0 0 0 0 00000,0 ~µi: n n <> <> I I Inn n n ~ 00 "" -•• &' TO 18' I I •• • 0 19'-1 3/4' . 14'-.6· •• •• • 0 •• olo ~ FASTEN TC'P F"LATE TO HEADEF' T\IJO n'PICAL PORTAL~ ccti6Tfo1JCTI-• 0 00~0 0 ~ Cf'-IE>D ert-t<EP.: NAIL& AT 3' O.C. •tot--,_ •• O O 0 ~ fl'PICAL 0 0 0 0 00 0 : 1~ Le e~p OFFOelrE '*-IE!Arnm 0 0 0 0 YY)(XXJ > > REFER 00 .... 0 0 0. 00 ., o '..__ FMTEN &Hl:::ATH1Nt;:i-TO 1-fEADER WITH eD FOR A PANEl.. E!>PLICE (IF' NEEDED), • 0 0. 00 o o <;::en1C't,I OR C.:,AL. eox NAIL& IN,. P.ANEL EDGE6 &I-IALL 6E BLOCKED, • 0 0 0 00 • 0 URID PAITER'I A& 6HOJ.N AND .3'0C. IN Rb c:;caJR u.NH-IIN 2-4' Ct' MID-HEIGHT, ~ 0 0 00 ,M_L FR,6,MING (&TUO&, ?R.KG, At-lO Qt,tE Fa?.1.1 ~ fTF, 0 0 00 MAX 00 00 &ILL6) rrP. 00 00 &HEATI-HNG~TO-ffV,Mrtt::;-NAILING 18 ["ll ~ 00 1-lEIGl-lT o MN UJIDH-1 • 16' FOR ct-IE 6TORY &TR.leti..lRE& f,!EQJlf.!ED. IF' 2X'4. BLOCKm 16 ueeo 0 0" 00 I"'' 00 0 THE 2X4'6 f'VeT BE N.A,ILED TC'GETHER 00 0 o ~ MIN. \UIDT!-1 • 2-4' FOR uee IN THE Fl~T Cf' TWO W!TM .3 IE>D &IN<El"t&. 0 0 00 00 /-€ P"' I.HORT &Tf<l.lCTUIE6 0 0 0 0 0 0 0 0 0 0. 0 0 • 0 0 0 0 • 0 ~ t'11N. 2X4 F'RAMIN::i • 0 0 0 •• 0. 0" • • • • 0. ;. • • • • > -d > )< ~ m m }\ ~ 110V KITCJ-IEN @ §) A )( S.D. ' Q "\.A-1.,,. m m .... • 0 • ~· HrN.. THICl<NEM U.IOOD &TRJCTURAL PANEL • 0 • 0 _........-';, -~EATHING 0 0 •• 0 0 0 0 0 0 0 00 00 0 V "'" <1'M L6 TIE-DC<IN DEVICE /Et1BEDDED INTO 0 • • 0 00 0 o:::;,NCRETE .AND NAILED li'ITO ~INGJ 00 • 0 ··~· 00 • 0 Q O O 0 00 • 0 [I olo 11: o.w. -- -· -=--=-.. -. -= ~ --- 0 0 0 V---f;.EE &ECTI~ Rhr&r.l.lrt'h.2 00 • 0 0 , _,,.• 0 0 0. 00 -0 0 o 0 00 " .· .J \_.../ \_.../ \_.../ \_.../ 2'-e>' 6 1 -6 1 S'-12?' 00 • 0 0 •• 00 • 0 00 • II II I I ILi I I I _JI I I ~ N ' Oj LJ LJ I I LJ LJ I rir-1 I I I ' LIVING ROOM -$-~ FIGURE R002.10.0.2 ' 110V 'f ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW @ . '9 S.D. ' 'f "' --t 13'·6 3/4' ' "' -$-"' 1,'IJ l e I 1800# ABP 3000# ABP . 2'-8' MINIMUM UPLIFT CAPACITY TIE DOcl.N5 ON Tl-lE FIRST UPLIFT CAPACITY TIE D0J.N5 ON SINGLE STORY STRUCTURE STORY OF A TlUO STORY STRUCTURE MINMl'1 7' e• F~L WIDTH MAX. HEIGHT '9' />PA FATED eHEATHrn CNE !ID!: M!N.lt"lN 7' e• P..o.NEL WIDTI-1 MA><. I-IEk,;I-IT &eelJRE WITH ed HA1Le -%,• APA PATED &HEATI-IING ON BOTH ED<>E, 6' o.c. 61DE9 &eo..lFS:! Wlrn 13d NAIL& FIELD, 12' oc. EDGE, 4' o.c. FIELD, 12' o..c. ENTRY X )< ~ ffi )< \ 01 <I) ' X ,I) C. X I:) "' > )< -"""'" ,, . " I STUDY 7 X m X -$-X ' > ~ UF'l.JFT CAFACITY TIE DOllN DEVICE& AT ~ UFLIFt CAF'ACfrr TIE DCUN DEY!CE& AT EA0-1 END, INST AL.LED rN ACCOPDA"'CE WITH n-lE !=AO-I END, INE'iTALU:D IN ~ANCE UJITH Tl-IE M.Al'U"ACruFi!ER 8,pECfl"!CATlct.16. H»a.FAC~R 6FECIPICATION6. )< )< ' 3'2 30 7 ANCl-!OF! eol.T& AT FM'-0:L QJARTER FOINT& ~ ~ 60!..T& AT ONE·FrnMFOINT& •,4 f..!:lf'.FOF?CEHENT BAA AT 11-lE TOP A"ID 4'-4' 50TTCf1 MAX •4 Fi!!ltfOf\o'CEMENT f3AA AT TI-E TOP AND 1-lEIGl-l eoTT0'1 P.6NEL6 P>l-lALL 6E 61.JFF'ORTED DIRECTLY ON A I"'' / FC\J',IPATICN UA-1!0,,! 16 ccttTINJOJ6 ACP.000 T~ FAJ'>al:L& P>l-lALL eE &Jf'FORTED DlRECTL Y CN A EHTI~ LENG-TH Cf' THE BRACE WALL LINE. FOLtOATICN W!CH 16 CCNTIN.IOJ& ACr=tO&& THE V ENTIJQE LENGTH Cf' THE 61'UCE WALL LINE. !','-1 1/2' e,•.2 1/2' _,.,,,,.-60TTCf1 !"'LATE '"6 FLOOR II ' JOIST -11 j! ' FOI.J',,IDATICN J ,~- MAIN FLOOR FIGURE R002.10.0 ALTERNATE BRACED WALL PANEL 32" 34' 0' - 11'-IZ'' ,, ,'-b 1/2' !;,u 08 4~40 vx XX I X X X X X / I X / I X / )< / X -$-/ I )< / ~ NOOK M.BED I -$- I IA\ I A-V .... :,'-3 112' 3'-2' e,•.e, 1/4' 2'~i· ' I -I l(!JI 110V I I O I @ ::!: S.D. -M. ~ BEDROOM QBA Tl-I ~ an Ill it ~ " -$-in ~ ~ ... ill -I>---t CJ~ ~ "' (;') ' 110V "' (fl y 4'-41/B' 4'-1 3/6' 5< ~ ''-'-'-'-'-'-' di, c~~~ -$-)< '-'-'-'-'-'-::,_ (I "' icRA~~ ' LI_ )( ~ @v I C:. I ACC~ ---x .... 2&&8 so 5. -El/', V "' -;\.J/2' ,J'·b'[ ~VBEDROOI:-' Ii) '-V Ill it ~ " . ' ill in N ~ '" ' .j:;. in -$-in "' (;') (\) "' ' 0 BAT! ~ - ~ . (\) Ii) ~ . IX ' IX g~ in l<Z>'-!; 3/4' IX ........ .... .... " I -.._-.._ ............ 3"'&8"-.1 -J 2"' HIN. FIRE I EJ G DOOR REQ. \ 0 ~ [7 I v \ s \ V -$--$-'9 ' I V an V N I/ ~ "" I GARAGE "' ~ ' (fl ~ . I ~ "' ~ I ' I I I I I I II I I I I -tj7 l<Z>'-1 1/4' 20'·2' PLAN 121:"7 SCALE: 1/4' • !'-et' II DOI 0 0 IG 0 0 0 -- 21' 24' ':l' MASTER E3ATJ-I VANITY BUILDER RE5ERVE5 THE RIGHT& TO CHANGE THE DE51GN AT THEIR Dl5CRE5ION BRACE WALL LEGEN PER 206 .IRC <R-602 CXXXXXXXXXXXXXXJ 46' PANEL WOOD STRUCTURAL PANEL SI-IEATl-llNG NOT LESS Tl-lAN %,' T!-llCK FOR STUDS I&' o.c. AND NOT LESS Tl-lAN Ji,,' T!-llCK FOR STUDS 24'o.c . ~SSSS~SSSSSSSSSJ 48' INTERIOR PANEL )1• GYPSUM BOARD ON STUDS NOT SPACED OVER I&' o.c. NAILED 6' o.c. IS SSSSSS SSSS 5 55 55 5 55 SIi 32' PANEL ALTERNATE BRACED UJALL PANEL FER 2"'"'"' IRC (R<,,"'2) 1111111111111 24' PORTAL FRAME MINIMUM LATERAL RESTRAINT FANEL FER 2"'<Zl"' IRC ( "'"'2) GENERAL NOTE&, I. WINDOJ/ SIZES 4 RO\JGl-l OPENINGS TO ElE VERIFIED BY CONTRACTOR UJINDOJ/5 51-lOULD 1-lAYE A HIN. U-FACTOR OF 32 2. WINDOJ/ I-IEADER 1-lEIGl-lT FOR HAIN FLOOR AT &'-1"'' ABOVE 5UBl'LOOR UN.O. 3. IF NOMINAL DOOR AND WINDOJ/ 1-lEIGl-lTS ARE SIMILAR COORDINATE 1-lEADERS 60 TI-IAT ALL DOOR AND WINDOW TRIM ALIGNS. 4. ALL 1Nf§'Rl(JR,D00RS &'·8' ,!_ ,. EXTERIOR WALLS TO BE 2X& STUDS AT I&' O.C., UN.O. "'· . INTERIOR UJALl,S TO BE 2X4 STUDS AT I&' O.C., UN.O. &. : ~,, ,. FIREElLOCK ~LL PLUMBING PENETRATIONS AND STAIR RUNS. 8. ALL IOC50D IN CONT ACT UJITl-l CONCRETE TO BE PRESSURE TREATED. 9. DIMENSION& ARE TO FACE OF STUD UN.O. I"'. SEE BLDG. 5ECTIONS AND ELEVATIONS FOR PLATE El -- II. GARAGE SEPARATION REQL!IRED (R.3"'92!, Tl-lE GARAGE Sl-lALL BE SEPARATED FROM Tl-lE RESIDENCE AND IT'S ATTIC AREA El, NOT LESS THAN J1• · INC!-l (12.1 mm/ G,F5UH BOARD APPLIED TO me GARAGE SIDE. GARAGE5 ElENEATl-l 1-lABITAElLE ROOMS SI-IALL BE 5EFARATED FROM ALL 1-lAEllTAElLE ROOMS ABOVE El, NOT LE55 Tl-lAN %•. INCl-l (l!;.9mm! TYPE X GYPSUM BOARD OR EQUIVALENT. Wl-lERE Tl-lE SEPARATION 15 A FLOOR-CIEL ING A5SEHBL ,, Tl-lE STRUCTURE SUPPORTING Tl-lE SEPARATION 51-lALL ALSO ElE PROTECTED BY NOT I 11!1..a. T'' ·""" l!.,_11'.IA.J (1:2."'"T..A.1 =]~IM EQUIVALENT. -- 12. OPENING PROTECTION rR 3"'9.1!, OPENINGS FROM A PRIVATE GARAGE DIRECTL, INTO A ROOM USED FOR SLEEPING F'URF05E5 Sl-lALL NOT BE PERMITTED. OTl-lER OPENINGS BETWEEN me GARAGE AND RESIDENCE S!-lALL ElE EQUIPPED WITH SOLID WOOD DOOR& NOT LES& Tl-lAN I %' INCl-lES (3!;mm! IN T!-llCKNESS, SOLID OR I-IONE,COMB CO 5TEE DOOR,&, NOT LESS Tl-l4N 1%• I Cl-I /3 ) •. K ... ·,l'-'I "-7""""jz), '"''"''C:. ., ·v, WATER f.-JEATER SEISMIC STRAPPING 2"'"'"' UNIFORM FLUNBIN<:; CODE SECTION "'"'82, IN 5El5HIC DESIGN CATAGORIE5 C,D,E,AND FUJATER 1-lEATERS 51-lALL BE 5NCl-lORED OR STRAPPED TO RESIST 1-lORIZONTAL DISPLACEMENT DUE TO EARTl-lQUAKE MOTION_ 5TRAPPING POINTS S!-lALL ElE AT POINT& UJITl-llN THE UPPER ONE THIRD rt) AN DTl-lE LOil/ER ONE Tl-llRD rt! OF IT'S VERTICAL DIMENSIONS. AT ~1-lE LOil/ER POINT, A MINIMUM OF FOUR INC!-lE5 51-lALL ElE'HAINTAINED ABOVE Tl-lE CONTROLS WITl-l Tl-lE STRAPPING. EXHAU5T FAN VENTED TO EXTERIOR OF BUILDING 110V @ 110V 5MOKE DETECTOR S.D, UNIT AREA BREAKDOWN: MAIN FLOOR LIVING AREA: TOTAL LIVING AREA; GARAGE AREA: 1215 SF 1215 SF 387 SF I / I ( I . . 01 f\errton Cit'} . o·~\siOO p\9,[l[llfl9 I w,R 11 Iu\O Oll.NER'S INITIALS: Oll.NER'S INITIALS: BUILDER'S INITIALS: DATE: u _J ~ _J r {1\ OJ ~ (fl z <1 0 3 f---' (L u ::::J ~ __J u:: __J <1 f--->-Ul (fJ ::::J z (L r 0 (1\ w u t-'5_;) u '5_;) f---~ t-I _J d) (1\ --ill ~ ::r ("-.I CI] t-" w 0 u ~ LL u:: "'-i-lL Q__ (1\ C) PROJECT NAME PLAN 1215 DRAWING TITLE MAIN FLOOR PLAN ISSUED l/8/01 FILE NO. FILE JOB NO, 00-033 DRAWN BY KLO CHECKED BY CHECKED REVISIONS REVISION JAN.-8-'01 SHEET NO. ,\ ' < t --------------------··--, I ' I ' I I I ' I I I I ' ill I ~ ~ I = I oc I ' I I n I ' . I -·- ! ' I I I I I ' I I l I I • ' I ' I fl. I I ' ' I I L, I I ' I ' I ~ I lJ ~ . . ' I I -:'>:12 . !:;,,12 ----I I ' n-I i I I - i ' I I ill ~ I I cc:, ' ~ oc I ' IU I Ill I I '" I Q ~ ' ' ~ I I a I ' 4X4 TREATED F05 --------T 1--------I .T I I ' I ill I I ~ I I ~ ' I -:'>:12 oc :'>: 12 -I I 3'18 X12 0LUI , LAM BEAM I L_ ------~-----_ _J ROOF FRAMING PLAN SCALE= 1/4' • 11-'2'' -.,, \ MFR. TRUSSES @ 24" O.C. w/ 7/ I G" 05B ROOF SHEATHING w/Bd@ G" 0.C. AT FAN EL EDGES AND I 2" 0.C. IN FIELD (TYFICAL) GENERAL NOTES: I. 0YEl'¢RAMED AREAS ARE HATCHED. 2. AFFL Y ROOFING IN ACCORDANCE WITH IRC CHAFTER ~- 3. PROVIDE ATTIC ACCE55 WITH MIN. 22'X30' CLEAR OFENING. IN5ULATE < WEATHER5TRIF. 4. TRUSS LAYoJT TO BE REVIEWED AND AFFROYED BY TRUSS MANUFACTURER FRIOR TO CONSTRUCTION. ALL TRU5SES SHALL CARRY MANUFACTURER'S STAMF. ALL CHANGES TO BE 5UBMITTED AND AFFROYED BY O\LNER FRIOR TO FABRICATION. !',, "'. ALL TRUSSES SHALL BE INSTALLED AND BRACED ACCORDING TO MANUFACTURER'S SFECIFICATIONS. TRUSS MANUFACTURER'S SHALL HAVE ALL DESIGN DETAILS AND DRAWINGS ON SITE FRIOR TO INSTALLATION. ALL DRAWINGS SHoJLD BE READILY AVAILABLE TO BUILDING INSFECTOR INSTALL SIMPSON rlURRICANE TIE HI AT EACH 1 RUSS/RAFTER TO PLATE INTERSECTION. ATTIC VENTILATION, THE NET FREE VENTILATION AREA FROVIDED FOR THE ATTIC SHALL NOT BE LESS THAN 1/1!',0 OF THE AREA TO BE VENTILATED. ATTIC AREA • UFFER ROOF • 1216 SF. 1216 SF. I 160 • 8.1 SF. VENTILATION AREA REQUIRED 6.1 5a. FT./226 LF • £>4 SQ. FT./LF FROVIDE 12 SQ. IN. NET FREE SOFFIT VENT FER LINEAL FT. OWNER'S INITIALS: OWNER'S INITIALS: BUILDER'S INITIALS: DATE: u __J ~ __J r 0) OJ ~ 01 z <( 0 3 f------' (l_ u -:::J ~ __j u::: __j <( f------'r-(;) 01 -:::J z (l_ ,- 0) 0 w u t--~ (j ~ f------~ t--I __J d) 0) --ill ~ =c ("'l OJ t--" w 0 ~ (j ~ lL u::: ~ lL O_ 0) C) I\ '· PROJECT NAME PLAN 1215 DRAWING TITLE ROOF PLAN ISSUED FILE NO. JOB NO. DRAWN BY CHECKED BY REVISIONS SHEET NO. City of Rento•':;t::==!i= Plann\ng Oiv\sio· MM 11 ·,010 1/8/01 FILE 00-033 KLO Cf-JECKED REVISION JAN.-8-'01 I " J I_ COMPOSITION ROOF HARDI SHINGLE SIDING 5/4X6 TRIM GUTTER DIRECTLY ATTACHED TO THE END OF THE TRUSSES 5/4X4 WINDOW TRIMON FRONT ONLY, TYP. 5/4X4 CORNER TRIM, TYP. 7" REVEAL HARDI BEVELED SIDING COMPOSITION ROOF LP PANEL WITH B" GROVE OVER STUDS @ 16"o/c 5/4X4 CORNER TRIM, TYP. 12·~ ~- SI ~ I I I "-r-r--;::: ~:.,...-I~ 0~ I _;-,--.17 -~ -1w~-I I I I I I I ..-/; ";ri I I I I :::-r-1 I I _....-11 u ~ 0 u u u /U u u u u -'/' ~ I- I I I------I- II II 1111 - I ' I- I- ~B ~ I- -r=,:c I- II 1111 -~ I- -~ I- ---~ I- ~ I- II II I --I- -I------I--~ ~ -I- -~ I-• II II II FRONT ELEVATION 12 Si -r---r- • RIGl--!T SIDE ELEVATION ;,-._ r,::;:: 11 I Ir-,....__ . I u u ~ I- I- II I- I- I- I- I- I- I- I- I- I- 12 SI I - I I I . 1 XZ WHITE WOOD 5/4 X B BARGE BOARD 2X4 WITH FLASHING ON TOP 2X2 CUT TO FIT AS CORBLES 5/4X6 TRIM 5/4X4 CORNER TRIM, TYP. 2X10 WITH FLASHING BELLY BAND ON FRONT ONLY, TYP. SCALE, Y,;• = l'-0' . ~ SCALE, Y,;• = /'-0' OWNER'S INITIALS: OWNER'S INITIALS: BUILDER'S INITIALS: PATE: u _J _J z 0 ~ u =.) er: ~ Cl) z 0 u 0 er: Q_ PROJECT NAME PLAN 1215 DRAWING TITLE p ! ELEVATION ISSUED l/8/01 FILE NO. FILE JOB NO. 00-033 DRAWN BY KLO CHECKED BY. CI-IECKED REVISIONS REVISION JAN.-8-'01 SHEET NO. CitY of R.ento Planning OIVISl~on _________ ~ COMPOSITION ROOF LP PANEL WITH 8" GROVE OVER STUDS @ 16"o/c 5/4X4 CORNER TRIM, TYP. BACK ELEVATION COMPOSITION ROOF LP PANEL WITH 8" GROVE OVER STUDS @ 16"o/c 5/4X4 CORNER TRIM, TYP. ~ ----- LEFT SIDE ELEVATION r-------_ ~ ~ r-. r-.. , ..... ' . ' SCALE, 14'= 1'-0' ' . ' . ---,-.. -.... ,--.. -.... . "-, I SCALE, 14'= 1'-0' ' . ;:;-,, .· .. ,. -. -· ' .-- OWNER 1 S INITIALS: OWNER'S INITIALS: BUILDER'S INITIALS, DATE: u _J ~ _J r (1) (1) " 01 z -<( 0 3 f-c ~ Q__ u =3 => -1 cr:: __J -<( f-c >-01 Cl) =3 -z Q__ r 0) 0 w I u I-~ u~ f-c ~ I-I _J rj) 0) ~ ill => =c 01 [O I-" w 0 ~u -tL er: ~lL ~ (1) () PROJECT NAME PLAN 1215 DRAWING TITLE ISSUED l/8/01 FILE NO. FILE JOB NO. 00-033 DRAWN BY KLO CHECKED BY CHECKED REVISIONS REVISION JAN.-8-'01 SHEET NO. City of Renton _________ _ Planning 0w1s1on \;\~R 11 '1010 COMPOSITION ROOF Yia OSB SHEETHING 15 LB FELT PAPER MANUFACTURED TRUSS 5" K -LINE GUTTERS % X 8 BARGE BOARD 6X8 HEADER TYPICAL UNLESS OTHERWISE NOTED 2x6 STUDS @ 16" o.c. R 21 INSULATION TYP. @ EXTERIOR WALLS 7'4" OSB SHEA THING ON THE FLOORS TYP. %"x 10" AB 2x6 TREATED MUD SILL CONTINUOUS #4 BAR @ THE FOOTING TYP. 2X10 FLOOR JOISTS @ 16" o.c. 2X10 FLOOR JOISTS @ 16" o.c. -----------------·---------· ___ ,, ___________ . ------···----· --· R 38 INSULATION TYP. @ CIELINGS R 21 INSULATION TYP. @ EXTERIOR WALLS 4x 10 DF ~2 DR Bl rTER BEAM 2XJO FLOOR JOIS rs @ 16' o.c. POSITIVE CONNECTION VITH A 2X4 GUSSET R 30 INSULATION TYP. @ FLOOR 4x4 POST VI A PDS!TIV[ CDNNECTIIJN VI A A35 EACH SIDE AT THE B/\SE 2'X2'X8' PIEi, PAD <TYPICAL> 6 MIL. 'BLACK' V/\PDR BARRIER OWNER'S INITIALS, OWNER'S INITIALS: BUILDER'S INITIALS: PATE: u _J ~ _J r-- 0\ <:() ~ (Jl z q 0 3 f-~ {L u ~ =:) __j Cr:: __j q f-'r Ul (Jl ~ z {L r-- 0 0\ ill u f-~ f-l) ~ f-I _J d) 0\ -- :I ~ =:) OJ f-" w 0 (;) l) -LL Cr:: ~ LL o_ 0\ () PROJECT NAME PLAN 1215 DRAWING TITLE BUILDING BUILDING SECTION A SECTION SCALE, Y.;• = l'-0' ISSUED FILE NO. JOB NO. DRAWN BY CHECKED BY REVISIONS SHEET NO. City of Rent Plann'1ng Division l/8/01 FILE 00-033 KLO CHECKED REVISION JAN.-8-'01 ------------ MAR 111"'··,1'------------~ w .2 <( z LL w ~ 0 CJ D:'. D:'. w VJ ) ------FRAMING & FOUNDATION DIM. 4" CONCRETE SLAB/ 6 MIL. BLACK V.B. -~ 4" GRANULAR FILL ~ FIN. GRADE -lo • .• 3" 6" 3" 1'-0" FINISH PER ELEVATION / 15# BLDG. PAPER OR -----AIR INFILTRATION BARRIER / 7 / 16" OSB SHEATHING @ 2X4 STUDS @ 16" 0.C. GARAGE FNDN. 4 SLAB 1 SCALE: 3/4" = 1'-0" A8 SPLICE LINE FOOTING SECTION "A" GRADE 8" 18" MIN. WALL F MING z 0 2 FT. MIN. 0 <> 0 0 0 0 0 0 8" RIM JOIST 2 MAX !1 NOTE: PLAN HAS ALLOWED FOR A PONY WAL MAX. HT. OF 6" (WITH NO OPENINGS) PONY WALLS OVER 6' REQUIRE ADDITIONAL ENGINEERING STEP FOUNDATION DETAIL 4 SCALE: 3/4" = 1'-0" A8 4" CONCRETE SLAB / 6 MIL. (BLACK) V.B. / 4" GRANULAR FILL / GRADE ------FRAMING & FOUNDATION DIM. FINISH PER ELEVATION / 15# BLDG. PAPER OR AIR INFILTRATION BARRIER / ~ll--------7 / 16" OSB SHEATHING OR 2X6 STUDS @ 16" O.C. / R-21 BA TT INSULATION 2X6 P.T. SILL W/ 5/8" X 10" A.B. Ln7,'>c. ~--(60" O.C. TYP.) 1;?' MAX FROM tNDS & JOINTS (7 MIN EMBED) ,-.y...- ~--(2) #4 AT TOP ~--4" DIA. DOWNSPOUT TIGHTLINE TO APPROVED DISCHARGE :;,,,c_:. ~--#4 HOR. REBAR @ 10" 0.C. ----------ttt.i,-,--1.,...-,r-;"~ /14 VERT. ELL REBAR @ 16" O.C. / (ALT. BENDS / CENTER IN WALL) 4" DIA. PERF. PIPE / ;11'.---PEA GRAVEL FILL / WRAP W / FILTER FABRIC ~--(2) #4 CONT. @ BOT. FTG. MIN 3" CLR. TO EARTH 3" 6" 3" r-o" 4' RET. V'lALL / GAR. SLAB 7 SCALE: 3/4" = 1'-0" A8 WHERE FOOTING SECTION "A" IS MORE THAN 8 FT. PROVIDE 16 GA. METAL TIE 15X4 FOOT MIN. @ EACH SIDE OF SPLICE W/ 8-16d COMMON NAILS R-21 BATT INSULATION-~ RIM JOIST 3/4" T & G PLYWD. / FLOOR FRAMING & -- INSUL. PER PLAN :l w G: w "' F'= lz NO w G: ii' 0:: '/; "1(1;y,-~-----FRAMING & FOUNDATION DIM. FINISH PER ELEVATION / 15# BLDG. PAPER OR '41!:---:::,,,,..---AIR INFILTRATION BARRIER / 7 / 16" OSB SHEA THING @ 2X6 STUDS @ 16" O.C. t------RIM JOIST 8" PROVIDE MST60 BETWEEN PONY WALL AND WALL ABOVE WHEN FOUNDATION HOLDDOWN SPECIFIED PONY WALL FRAMING & SHEAR NAILING TO MATCH WALL FRAMING ABOVE HOLDOWN SPECIFIED PER PLAN 2X6 P.T. SILL W/ 5/8" X 10" A.B. (60" O.C. TYP.) 12' MAX FROM tNDS & JOINTS (7" MIN EMBED) #4 HOR. REBAR @ 1 o" O.C. #4 VERT. REBAR @ 16" o.c.~-1~~,=,---:-"lr W/ 90 DEGREE BEND 6 MIL. "BLACK" V.B. #4 VERT. REBAR @ 16" 0.C. W/ 90 DEGREE BEND 4" DIA. DOWNSPOUT TIGHTLINE TO APPROVED DISCHARGE PROVIDE MST60 BETWEEN PONY WALL AND WALL ABOVE WHEN FOUNDATION HOLD DOWN SPECIFIED f- ' f/1 ... N 4" DIA. PERF. PIPE / PEA GRAVEL FILL / 2X6 P.T. SILL W/ 5/8" X 10" A.B. (60" O.C. TYP.) 12' MAX FROM ENDS & JOINTS (7" MIN EMBED) (2) 2X PLATE PONY WALL FRAMING AND SHEAR NAILING TO MATCH WALL FRAMING ABOVE FINISH PER ELEVATION / 15# BLDG. PAPER OR AIR INFILTRATION BARRIER / 7 / 16" OSB SHEA THING @ 2X6 STUDS @ 16" O.C. HOLDOWN SPECIFIED PER PLAN 2X6 STUDS @ 16" O.C. CONCRETE FOOTING NO MORE THAN A TWO FOOT STEP AT A TIME 2X6 STUDS @ 16" O.C. (2) •4 CONT. " ElOT. FTG. MIN 3' CLR. TO EARTH #4 VERT. REBAR @ 16" O.C. W/ 90 DEGREE BEND WRAF W/ FILTER FABRIC (2! •4 CONT. " BOT. FTG. MIN 3' CLR. TO EARTI-I PONY V'lALL DETAIL TYF. GD SCALE: 3/4" = 1'-0" ' TYPICAL MAIN FLOOR : . 3/4" T&G PLYWOOD SUBFLR. -----GLUED AND NAILED PER U.B.C. / FLOOR JOISTS PER PLAN / INSULATION PER PLAN SOLID BLOCKING P. T. POST AND BEAM /~--------'---PER PLAN ~IE--------2X4X12" CLEAT EA. SIDE/ 3-8d TO BEAM & POST 1 0 . --------SIMPSON PB OR A35 CLIP. ~ I ~,.----,-,;;==jf,.-Jf'===.,.;-,----+ ~ ~ . : ... .. -~-· ..... ',; ·. ~-6 MIL "BLACK" VAPOR BARRIER /~!..'..~ \ :'7 -:-:··~·~:; . 24" l ~---REINF. PER PLAN ' ISOLATED FAD FOOTING 5 SCALE, 3/4' • l'-0' R-21 BA TT INSULATION RIM JOIST 3/4" T & G PLYWD. / FLOOR FRAMING & -- INSUL. PER PLAN ' <O A8 ~~li=.-----FRAMING & FOUNDATION DIM. , .. FINISH PER ELEVATION / 15# BLDG. PAPER OR (..XI~--=---AIR INFILTRATION BARRIER / 7 / 16" OSB SHEATHING @ 2X6 STUDS @ 16" O.C. 1'-0" TYPICAL ROOF SYSTEM ROOFING PER PLAN / # 15 FELT (#30 @ METAL ROOF l/2" CDX PlYWOOD / FRAMING PER PLAN / INSUL. PER PLAN [/\~--2X BARGE BOARD ( SEE ELEV. ) 2X4 OUTLOOKS ---(.LAY FLAT) @ 48" O.C. ~-2X2 BLOCKING BETWEEN OUTLOOKS p~~~--~~~~~~l..----+---16d TOENAIL@ 8' O.C. (TYP) .----RAKE PLATE OR FLAT PER PLATE (SEE ROOF PLAN) PLAN 2X6 STUDS @ 16" O.C., U.N.0./ R-21 BATT INSULATION/ BUILDING WRAP PER SPECS/ FINISH PER ELEVATION ,,_ _____ FRAMING & FOUNDATION DIM. GABLE END OR RAl<E O.H. 3 SCALE: 3/4" = 1'-0" 2X6 P.T. SILL W/ 5/8" X 10" A.B. OR ( 48" O.C. ELSEWHERE) 12' MAX FROM ENDS & JOIN1S (7" MIN EMBED) 3/4" T & G PLYWD. / FLOOR FRAMING & A8 FRAMING & FOUNDATION DIM. 5/8" TYPE "X" GWB TYP. @ 2X6 STUDS @ 16" O.C. R-21 BA TT INSULATION INSUL. PER P~L;A~N~~Jb~;J~i::::::::::::;--- 16D @ 8" O.C. SOLE PLATE #4 VERT. REBAR @ 16" O.C. W/ 90 DEGREE BEND ' <O 1'-0" RIM JOIST 4" CONCRETE SLAB/ 6 MIL. BLACK V.B. 4" GRANULAR FILL (2) #4 BARS @ TOP, #4 HOR. REBAR @ 1 O" O.C. 6 MIL "BLACK" VAPOR BARRIER (2) #4 CONT. @ BOT. FTG. MIN 3" CLR. TO EARTH GARAGE / HOUSE FNDN. 6 SCALE: 3/4" = 1'-0" R-21 BA TT INSULATION RIM JOIST A8 FRAMING & FOUNDATION DIM. FINISH PER ELEVATION / 15# BLDG. PAPER OR _,----AIR INFILTRATION BARRIER / 7 / 16" OSB SHEATHING @ 2X6 STUDS @ 16" O.C. IJ\._)\._)\...,!\..l)'J\__}\._)\.::i!ll~:---'-'-''-'-'-'-~'--2 4 GA GAL V. FLASHING #4 VERT. REBAR @ 16" o.c .. --fl7rr W/ 90 DEGREE BEND 6 MIL. "BLACK" V.B. ' <O l~ ·. 6" 3" 1'-0" EXTEND FROM SOLE PLATE TO 4" BELOW T.O. FON. WALL 4" CONCRETE SLAB W/ ~-#4 ELL BAR @ 24" O.C. 4" GRANULAR FILL 2X6 P.T. SILL W/ 5/8" X 10" A.B. ---(60" 0.C. TYP.) 12' MAX FROM ENDS & JOINTS (7" MIN EMBED) 4" OIA. PERF. PIPE / ~-PEA GRAVEL FILL / WRAP W/ FILTER FABRIC ~-(2) #4 CONT. @ BOT. FTG. MIN 3" CLR. TO EARTH FORCH SLAB AT STEtvl V'lALL 9 u ___J ___J z 0 ~ u ~ LL ~ Ul z 0 u 0 LL O_ PROJECT NAME ill & l) -LL ~ LL ('() C) PLAN 1215 DRAWING TITLE ISSUED FILE NO. JOB NO. DETAIL PLAN DRAWN BY CHECKED BY REVISIONS 1/8/01 FILE 00-033 KLO Cl-!ECKED REVISION JAN.-8-'1211 SHEET NO, City of Renton Planning Divis·iurr------------- SCALE: 3/4" = 1'-0" A8 M~R 11 1010 . ' ' ,·: [, ' w 2 <( z LL w ~ 0 GJ er: er: w I.I) ::.J ·--------------------~-----.. --------·---·-"·--------------· FINISH PER PLAN 60 MIN. PAPER EXTEND OVER FLASHING FLASHING INSTALLED WITH GROMMETED NAILS SEE DETAIL 26 GA. PRE-FINISHED SHEET METAL STEP FLASHING COMP ROOFING OYER t5# FELT 15# FELT EXTEND UP WALL 4" FLASH PER ROOFING MFGR. INSTRUCTIONS METAL SHALL BE CORROSION-RESISTANT AND NOT LESS THAN 26 GA. GALVANIZED 1-IN. CRIMP IN FLASHING IF~ ROOF PLANES DISCHARGE UNEQUAL AMOUNTS OF RAIN WATER DUE TO UNEQUAL PITCHES OR UNEQUAL AREAS OF WATERSHED. ROOFING OVERLAP COMP. ROOFING OVER 15# FELT ROOF SHEA THING PER PLAN VALLEY RAFTER/ BLKG. ROOF FRAMING PER PLAN 2x EXT. WALL, PER PLAN WALL SHEA THING PER PLAN 60 MIN BUILDING PAPER EXTEND OVER FLASHING A MIN. OF 4" SIDING PER PLAN FLASH PER ROOFING MFGR. INSTRUCTIONS METAL SHALL BE CORROSION-RESISTANT AND NOT LESS THAN 26 _GA. GALVANIZED - INSTALL WITH RUBBER GROMMETTED NAILS COMP. ROOFING OVER 15# FELT EXTEND UP WALL 6" ROOF SHEA TIHING PER PLAN WALL FLASHING NOTCHED FOR SIDEWALL FLASHING VERTICAL LEG OF SIDEWALL FLASHING LAPS WALL FLASHING ~ALL FLASHING GD VALLEY FLASHING ROOF FLASHING ffi KICK-OUT FLASHING N.T.S. ~ I ' , INSTALL 60 Mlfl. BUILDING PAPER AS SHOWN CONTINUOUS AROUND STRUCTURE STEP 7 ' STEP 3 ' N.T.S. ' , INSTALL 20 MIL. YYCOR PER DIAGRAM, ADHERING TO THE WINDOW HEAD FLANGE AND SHEATHING. UPON COMPLETION OF STEPS, USING A J-ROLLER, APPLY PRESSURE AND ROLL ENTIRE SURFACE OF YYCOR TO REMOVE WRINKLES AND AIR POCKETS. STEP 6 12 0 0 0 0 0 l" USE 1/2" GALVANIZED ROOFING NAILS WINDOW UNIT WITH TOP NAILING FLANGE INSTALLED STEP 2 N.T.S ' , , INSTALL 20 MIL. YYCOR TAPE PER DIAGRAM ADHERING TO THE WINDOW SILL NAILING FLANGE. PLACE 60 MIN BUILDING PAPER AROUND WINDOWS AS SHOWN CONTINUOUS AROUND STRUCTURE -REMOVE BACKING FROM MOISTSTOP SILL PIECE AND ADHERE TO BUILDING WRAP STEP 5 INSTALL 12" MOISTSTOP JAMB PIECES PER DIAGRAM, ADHERING TO SHEATHING AND FRAMING. FOR ADDITIONAL ATTACHMENT, STAPLE PERIMETER EDGES ABOVE SILL AREA. UPON COMPLETION OF STEPS (1 THRU 4) USING A J-ROLLER, APPLY PRESSURE AND ROLL ENTIRE SURFACE OF MOISTSTOP TO REMOVE WRINKLES & AIR POCKETS. 0 0 0 0 0 0 0 0 STEP 4 0 0 0 0 0 0 0 MIN. 12" ---t, VYCOR INSTALL 12" WIDE MOISTSTOP PER DIAGRAM, LEAVING RELEASE PAPER ON BACKSIDE, PLACE PAPER SIDE AGAINST SHEATIHING AND ATTACH BY STAPLING OR NAILING ALONG TOP EDGE. STEP 1 V'!INDOV'l FLASHING APPLICATION 5 SCALE: NONE A9 UNDERLAYMENT VENT PIPE BEAD OF URETHANE SEALANT BETWEEN PIPE AND FLANGE PRE-FORMED FLANGE PLACED OVER PIPE AND SET IN ASPHALT PLASTIC CEMENT N.T.S VENT PIPE UPPER PART OF SHINGLES OVERLAP FLANGE AND ARE SET IN ASPHALT PLASTIC CEMENT LOWER PART OF FLANGE OVERLAPS LOWER SHINGLES ~7'-s:c-------l'i STEP 2 VENT PIPE BEAD OF ROOF CEMENT SHINGLE CUT TO FIT COVER PIPE AFFl..lCATiON OF SHINGLES AROUND FIFE Fl-ASHING SCALE: NONE -. - STEP 3 STEP 1 " «• "' ",., •• -,,".'"' ;,_-,.,,,., iir.'1~,. ·,:" ,-. · , ,,. '.,,n~>-:,G.<-~.c'.; ,-.-,,;-:''··:t\'iil, _:;~·, .~-,~, ' Of.<o·, '!"""r. ''" '-~-. i-.;.; ,•a;~,r""· -'.•1~c,.>it\\,Ji"'fJi-~fi;f .. :,1 '-,;s·>\ -·Jr1 !_ '.,-,~-·-·-\•. /;>:·,;,;,. ilH SIDEWALL FLASHING VERTICAL LEG OF SIDEWALL FLASHING EXTENDS BELOW CORNER AS ALLOWED BY SIDING UNDERLA YMENT u _J ~ _J r 0'\ C() ~ (Jl z ~ 0 3 f-~ (L u :::::J ~ _J er: _J ~ f->-(Jl Cf) :::::J ~ z (L r 0 0'\ w u I-\\) (j \\) f-~ I-I _J cJ) 0'\ . --1{) ~ =t 0-1 OJ I-" w 0 ~ (j ~ lL er: ~ lL o_ 0'\ () PROJECT NAME PLAN 1215 DRAWING TITLE ISSUED DETAIL PLAN FILE NO. JOB NO. DRAWN BY CHECKED BY REVISIONS I/B/01 FILE 00-033 KLO CHECKED REVISION JAN.-6-'01 SHEET NO. A City ot Rento=n-----~------ P\anning Division