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2025S Plan 02152013SELECTED BUILDING CODE REQUIREMENTS Selected Building Codes & Requirements excerpted from the International Residential Code(IRC), The International Building Code (IBC), the Uniform Plumbing Code (UPC), along with Example regulations cited in the Washington State Energy Code (WSEC). DIVISION 1 • GENERAL REQUIREMENTS 01 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 USC 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 accompanying materials are Copyrighted. Unauthorized copying of these Documents is expressly forbidden. You may be held Legally Responsible for any Copyright Infringement that is caused or encour- aged 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 otherwise 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 incidental damages. Violation of the terms of this agreement are subject to a minimum fifty thousand (550,000.00) 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: 4924 109th SL S. W., Lakewood, WA 98499 or call (253) 584 -6309. IMPORTANT NOTICE: The Plan you are receiving is designed to be sold throui many Jurisdictions and Building Codes which are found in the United States. As these Jurodlc- lions 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 cases 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 onmenection, Purchaser must have Plans reviewed by a licences Structural Engineer who will provide - latione drawings and data (including his or her - analysis calculations. g ( 9 licensee "stamp "1 which and be Ned (where required) with these Drawings and regards pions to fie Local Building Officials. Failure to do this renders these documents legally invalid end ebeolves NHD of any liability (express or implied) with regards to punitive damages. b3oZo ,r t•CA: COUNTY/ CITY APPROVAL STAMP NM1} nr 11P PLAN VERACITY: While every attempt has been vi om t, gUbkc way, a monument, pole or r, 21' or or me shall be used to identify the specifications, site condition, product availatlility, tofe'• )• and the like will affect the execution of this project a r7, Therefore these documents must be considrered as ".SEPARATION BETWEEN DWELLING UNITS: guidelines only, ALL INFORMATION MUST BE 'wj„ F1302.3 Two - family dwellings. Dwelling units in VERIFIED prior to construction. All changes; to these +ts t•CA: COUNTY/ CITY APPROVAL STAMP NM1} nr 11P PLAN VERACITY: While every attempt has been vi om t, gUbkc way, a monument, pole or made to insure the accuracy of these plans and 21' or or me shall be used to identify the specifications, site condition, product availatlility, COUNTY/ CITY APPROVAL STAMP NM1} nr 11P PLAN VERACITY: While every attempt has been vi om t, gUbkc way, a monument, pole or made to insure the accuracy of these plans and 21' or or me shall be used to identify the specifications, site condition, product availatlility, tofe'• )• and the like will affect the execution of this project Therefore these documents must be considrered as ".SEPARATION BETWEEN DWELLING UNITS: guidelines only, ALL INFORMATION MUST BE 'wj„ F1302.3 Two - family dwellings. Dwelling units in VERIFIED prior to construction. All changes; to these +ts two-family dwellings shall be separated from each plans must be executed in accordance with IFedend other by wall and /or floor assemblies having not less State, and Local codes and regulations. *'er; than a 1 -hour fire - resistance rating when tested in p: accordance withASTME 119 or UL 263. 03 APPROVED PLANS: IRC 1063 1 ,'" Fire- resistance -rated floor - ceiling and wall assemblies Approval of construction documenli. When tilde shall extend to and be tight against the exterior wall, building official issues a permit, th6'constructitairdocu and wall assemblies shall extend from the foundation ments shall be approved in writing orby a stamp w ; to the underside of the roof sheathing. states "REVIEWED FCjA CODE COMPLIANCE." a See Exceptions: set of construcetio'd$c iffiti Its so reviltwed shall be 3 • CONCRETE retained by udmg official. The oth5e;Set shall be 06 GARAGE/DWELLING SEPARATION:R302.6 returned to ppleant, shall. be kept at the site of Dwelling /garage fire separation. The garage shall be wo all be Win to ins{ on by the (building oHeTs 'or liikputhonze con separated as required by Table R302.6. See SP 3 kooa PREMISES I TIFICATION: IRC R319.1 Address nu s. Buildings shall have approved ss n rs, building numbers or approved b 1 i.often placed in a position that is plainly N „,legible and visible from the street or road fronting the c property, These numbers shall contrast with their back ground. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall be a minimum of 4 inches (102 mm) high with a minimum stroke width of 1/2 inch (12.7 m nd. Where access is by means of a private road and the building address cannot be 07 FIRE - RESISTANCE OF EXTERIOR WALLS: R302.1 Exterior walls. Construction, projections, openings and penetrations of exterior walls of dwellings and accessory buildings shall comply with Table R302.1. See SP 3 OS STORY: IRC R202 STORY ABOVE GRADE PLANE. Any story having its finished floor surface entirely above grade plane, except that a basement shall he considered as a story above grade plane where the finished surface of the floor above the basement meets any one of the following: 1. Is more than 6 feet T1 829 mm) above grade plane. 2. Is more than 6 feet (1829 mm) above the finished ground level for more than 50 percent of the total building perimeter. 3. Is more than 12 feet (3658 m nd above the finished ground level at any point. 09 HEIGHT OF BUILDING: R301.2.2.3.1 Height limitations. Wood framed buildings shall be limited to three stories above grade or the limits given in Table R602. 10.12(2). Check with your local jurisdiction for height limitations. 10 FLOOR AREA: R304.1 Minimum area Every dwelling unit shall have at least one habitable room thm shall have not less than 120 square feet (11 m2) of gross floor area. R304.2 Other rooms. Other habitable rooms shall have a floor area of not less than 70 square feet (65 m2) 11 MINIMUM CEILING HEIGHTS: R305.1 Minimum height. Habitable space, hallways, bathrooms, toilet rooms, laundry rooms and portions of basements containing these spaces shall have a ceiling height of not less than 7 feet (2134 mm). fflff2 ROOM IDENTIFICATION. Each room andtlle° intended use must be clearly defined northe`plans by the applicant for plan review purposes:¢;' 13 DECKS & BALCONIES: R317 1 eGround contact. All wood in contact with the ground, embedded in concrete in direct contact with the ground or embedded in concrete exposed to theweather that supports permanent structures intended for human occupancy shall be approved pressure- preservative- treated wood suitable for ground contact use, except untreated wood may be used where entirely below groundwater level or continuously submerged in fresh water. R311 4,1 Attachment. Required exterior egress baicontear exterior exit stairways and similar mea nseif egress components shall be positively anchored to the primary structure to resist both vertical anal lateral forces. Such attachment shall not be accompUtlhed by use of toenails or nails 54bject to withdrawal ' 14 GUARDS: R312.1 Where reCJryged. Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches (762 mm) measured vertically to the floor or grade below at any point within 36 inches (914 mm) hef2ontally to the edge of the open side. Insect screening shall not be:.onsidered as a guard. R3122n1iaight. Required guards at open -sided walking surfaces, including stairs, porches, balconies or lanaings;ehall be not less than 36 inches (914 mm) high measured vertically above the adjacent walking surface, adjacent fixed seating or the line connecting - -the leading edges of the treads. R311.5.1 Attachment. Exterior landings, decks, balconies, stairs and similar facilities shall be positively anchored to the primary structure to resist both vertical and lateral forces or shall be designed to be self- supporting. Attachment shall not be accomplished by use of toenails or nails subject to withdrawal. 15 HANDRAILS: R311.7.7 Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers. R311.7.7.1 Height. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, orfinish surface of ramp slope, shall be not less than 34 inches (864 mm)and not more than 38 inches (965 mm). 16 LIGHT AND VENTILATION: All habitable rooms must be provided with natural light and ventilation. See SP- 315.05, 17 STAIR HEADROOM CLEARANCE: R311.7.2 Headroom. The minimum headroom in all parts of the stairway shall not be less than 6 feet 8 inches (2032mm) measured vertically from the sloped line adjoining the tread nosing or from the floor surface of the landing or platform on that portion of the stairway. 19 STAIR WIDTH: R311.Zi Width. Stairways shall not be less than 36 inches (914 mm) in clear width at all points above the permitted handrail height and below the required headroom height. Handrails shall not project more than 4.5 inches (114 mm) on either side of the stairway and the minimum clear width of the stairway at and below the handrail height, including treads and landings, shall not be less than 311/2 inches (787mm) where a handrail is installed on one side and 27 inches (698 mm) where handrails are provided on both sides. 20 USABLE SPACE UNDER STAIRS: IRC R30Z7 Under -stair protection. Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2- inch (12.7 mm) gypsum board. not have a slope exceeding 1 unit vertical in 10 units horizontal. (10 % slope). L 03 FOOTING & FOUNDATIONS: R403.1 General. All exterior walls shall be supported on continuous solid or fully grouted masonry or concrete footjpgs u crushed stone footings, wood foundations on approved structural systems which shpt be design to accommodate all loads acc6iding to io R301 and to transmit the resulting loads to the sell within the limitations as determined from the character of the soil. Footings shall be supported on undlsturbilid not *# soils or engineered fill. tom: 04 EROSION CONTROL: Adjoining public and private property shall be protected from damage during construction, remodeling and interior flight of stairs, including stairs in an enclosed garage, provided a door does not swing over the stairs. R303.6 All interior and exterior stairways shall be provided with a means to illuminate the stairs, including the landings and treads to a level not less than 1 foot- candle (11 lux) measured at the center of the treads and landings. R311.3 Floors and landings at exterior doors. There shall be a landing or floor on each side of each exterior door. The width of each landing shall not be less than the door served. Every landing shall have a minimum dimension of 36 inches (914 mm) measured in the direction of travel. Exterior landings shall 04 SEISMIC REINFORCING: R403.1 3 Seismic reinforcing. Concrete footings located in Seismic Design Categories D0, Of and D2, as established in Table R301.2(1), shall have minimum reinforcement. Bottom reinforcement shall be located a minimum of 3 inches (76 mm) clear from the bottom of the footing. In Seismic Design Categories DO.. 01 and D2 where a construction joint is created between a concrete footing and a stem wall, a minimum of one No. 4 bar shall be installed at not more than 4 feet (1219 mm) an center. The vertical bar shall extend to 3 inches (76 mm) clear of the bottom of the footing, have a standard hook and extend a minimum of 14 inches be permitted to have a slope not to exceed 1/4 unit (357 mm) into the Stem wall. vertical in 12 units horizontal (2 percent) R303.6.1 Light activation. Where lighting outlets are installed in interior stairways, there shall be a wall switch at each floor level to control the lighting outlet where the stairway has six or more risers. The illumi nation of exterior stairways shall be controlled from inside the dwelling unit. 24 ATTIC ACCESS: IRC R807.1 Attics with a minimum vertical height of 30" must be provided with minimum access openings of not less than 22" x 30 ". 25 UNDER -FLOOR ACCESS: R408.4 Access shall be 2a 18 STAIR RISE & RUN: R311.74.1 Riser height. The maxi mum riser height shall be 7314 inches (196 mint. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch (9.5 111 R311.7.4.2 Tread depth, The minimum tread depth shall be 10 inches (254 farm The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm). Consistently shaped winders at thewalkline shall be allowed within the same flight of stairs as rectangular treads and do not have to be within 3/8 inch (9.5 mm) of the rectangular tread depth. provided to all under -floor spaces. Access openings through the floor shall be a minimum of 18 inches by 24 inches (457 mm by 610 mm). Openings through a perimeter wall shall be not less than 16 inches by 24 inches (407 mm by 610 mm). When any portion of the through -wall access is below grade, an areaway not less than 16 inches by 24 inches (407mmby 610 mm) shall be provided. The bottom of the areaway shall be below the threshold of the access opening. Through wall access openings shall not be located under a door to the residence. UNDER -FLOOR CLEARANCE: IRC R317.1 1 Wood Joists or the bottom of a wood structural floor when closer than 18" or wood girders when closer than 12" to the exposed ground in crawl spaces or unexcavated area located within the periphery of the building foundation. DIVISION 2 • SITE WORK Ot 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 1. 02 SLOPE: IRC R403.15 The top surface of footings shall be level. The bottom surface of footings shall 05 FOOTING SETBACK FROM SLOPE: IRC R403.1.7.2 Footings on or adjacent to slope surfaces shall be founded in material with an embedmnt and 'a setback from the slope surface sufficient to provide vertical and lateral support for the footing without,' E �� detrimental settlement. `- ® RETAINING WALLS: R404.4 Retaining walls. Retaining walls that are not laterally supported at the top and that retain in excess of 24 inches (610 mm) of unbalanced fill shall be designed to ensure stability against overturn ing, sliding, excessive foundation pressure and water uplift. Retaining walls shall be designed for a safety factor of 1.5 against lateral sliding and overturning. 07 FOUNDATION WALL HEIGHT: IRC 404 1.6 Concrete and masonry foundation walls shall extend above finished grade adjacent to the foundation at all points a minimum of 4" where masonry veneer is used 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 - R403A 4.2 OS FOUNDATION FOOTING SIZE: R403.1.1 Minimum sizes for concrete and masonry footings shall be as set forth in Table R403.1 and Figure R403.1(1). The footing width, W, shall be based on the load- bearing value of the soil in accordance with Table R401.4.1. Spread footings shall be at least 6 inches (152 mm) in thickness, T. Footing projections, P, shall be at least 2 inches (51 mm)and shall not exceed the thickness of the footing. The size of footings supporting piers and columns shall be based on the tributary load and allowable soil pres sure in accordance with Table R401.4.1. Footings for wood foundations shall be in accordance with the details set forth in Section R403.2, and Figures R403.1(2) and R403.1(3). t 0 .o 0 CO CO DO ' +■ Ur) V (V ZX Q nil. 13 0� Z0 C7 10 ,Zn CO bill E V O LLI V/ CV cn 0` Q 01 WEE 2Q O O J in 0 Z j Y/ W W " Q 3 =3 LU W W O� H rn Z= D0- ` 0 I--}' F L REVISION 11 -14 -11 DESIGN Selected Building Code Requirements SHEET NUMBER SP 1 1 1 OF 3 1 demolition work, Verity method with local 21' SPIRAL STAIRWAYS: R311.7.9.1 Spiral stairways jurisdiction Spiral stairways are permitted, provided the minimum clear width at and below the handrail shall be 26 DRAINAGE 401.3 Drainage. Surface drainage inches (660 mm) with each tread having a 71/2 etch ,x: ; shall be d to a storm sewer conveyance or (190 mm) minimum tread depth at 12 inches (914, ' ix- - other approved point of collection so as to not create mm) from the narrower edge. All treads shall be a hazard. Lots shall be graded to drain surface water identical, and the rise shall be no morq""8,2%, .away from foundation walls. The grade shall fall a 'minimum inches (241 mm). A minimum heatlroom:d�$�febt of 6 inches 152 mm within the first 10 feet. ( mm) within (1982 mm) shall be provided. 2? y- DIVISION 3 • CONCRETE WINDER TREADS: IRGR3117.4.2 Winder treads shall revere minimum tread depth 0110 01 CONCRETE STRENGTH: inches (254 mnthimeasured between the Vertical IRC R402.2 planes gtibe foremost. projection of adjacent treads at Concrete shall have a minimum specified the - � ens with the walking. Winder treads shall compressive strength as shown in Table R402.2, he, mlmmum tread depth of 6 inches (152 mm) at Concrete subject to weathering shall be air entained any IPont,within the clear width of the stair. Within any as specified in Table R402.2. Unless noted othewise flight of stairs, the largest winder tread depth at the by the Engineer of Record on their "S- Sheets ". walkline shall not exceed the smallestwinder tread See page EC 2 for table . by, moreuRbef i inch (9.5 mm). 02 FILL: Fill under ground- supported slabs shall be a ]Ilk" LANDINGS: IRC R311.7.5 There shall be a floor or minimum of 4" compacted sand or gravel. _ landing at the top and bottom of each stairway. Exception: Alight of stairs shall not have a vertical EV3 CONCRETE JOINTS: AF 103.4 .2 All control joints, rise greater than 12' between floor levels or landings isolation joints, construction joints and any other The width of each landing shall not be less than the joints in concrete slabs or between slabs and stairway served. Every landing shall have a minimum foundation walls shall be sealed with a caulk or dimension of 36" measured in the direction traveled. sealant. 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 All interior and exterior stairways shall be provided with a means to illuminate the stairs, including the landings and treads to a level not less than 1 foot- candle (11 lux) measured at the center of the treads and landings. R311.3 Floors and landings at exterior doors. There shall be a landing or floor on each side of each exterior door. The width of each landing shall not be less than the door served. Every landing shall have a minimum dimension of 36 inches (914 mm) measured in the direction of travel. Exterior landings shall 04 SEISMIC REINFORCING: R403.1 3 Seismic reinforcing. Concrete footings located in Seismic Design Categories D0, Of and D2, as established in Table R301.2(1), shall have minimum reinforcement. Bottom reinforcement shall be located a minimum of 3 inches (76 mm) clear from the bottom of the footing. In Seismic Design Categories DO.. 01 and D2 where a construction joint is created between a concrete footing and a stem wall, a minimum of one No. 4 bar shall be installed at not more than 4 feet (1219 mm) an center. The vertical bar shall extend to 3 inches (76 mm) clear of the bottom of the footing, have a standard hook and extend a minimum of 14 inches be permitted to have a slope not to exceed 1/4 unit (357 mm) into the Stem wall. vertical in 12 units horizontal (2 percent) R303.6.1 Light activation. Where lighting outlets are installed in interior stairways, there shall be a wall switch at each floor level to control the lighting outlet where the stairway has six or more risers. The illumi nation of exterior stairways shall be controlled from inside the dwelling unit. 24 ATTIC ACCESS: IRC R807.1 Attics with a minimum vertical height of 30" must be provided with minimum access openings of not less than 22" x 30 ". 25 UNDER -FLOOR ACCESS: R408.4 Access shall be 2a 18 STAIR RISE & RUN: R311.74.1 Riser height. The maxi mum riser height shall be 7314 inches (196 mint. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch (9.5 111 R311.7.4.2 Tread depth, The minimum tread depth shall be 10 inches (254 farm The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm). Consistently shaped winders at thewalkline shall be allowed within the same flight of stairs as rectangular treads and do not have to be within 3/8 inch (9.5 mm) of the rectangular tread depth. provided to all under -floor spaces. Access openings through the floor shall be a minimum of 18 inches by 24 inches (457 mm by 610 mm). Openings through a perimeter wall shall be not less than 16 inches by 24 inches (407 mm by 610 mm). When any portion of the through -wall access is below grade, an areaway not less than 16 inches by 24 inches (407mmby 610 mm) shall be provided. The bottom of the areaway shall be below the threshold of the access opening. Through wall access openings shall not be located under a door to the residence. UNDER -FLOOR CLEARANCE: IRC R317.1 1 Wood Joists or the bottom of a wood structural floor when closer than 18" or wood girders when closer than 12" to the exposed ground in crawl spaces or unexcavated area located within the periphery of the building foundation. DIVISION 2 • SITE WORK Ot 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 1. 02 SLOPE: IRC R403.15 The top surface of footings shall be level. The bottom surface of footings shall 05 FOOTING SETBACK FROM SLOPE: IRC R403.1.7.2 Footings on or adjacent to slope surfaces shall be founded in material with an embedmnt and 'a setback from the slope surface sufficient to provide vertical and lateral support for the footing without,' E �� detrimental settlement. `- ® RETAINING WALLS: R404.4 Retaining walls. Retaining walls that are not laterally supported at the top and that retain in excess of 24 inches (610 mm) of unbalanced fill shall be designed to ensure stability against overturn ing, sliding, excessive foundation pressure and water uplift. Retaining walls shall be designed for a safety factor of 1.5 against lateral sliding and overturning. 07 FOUNDATION WALL HEIGHT: IRC 404 1.6 Concrete and masonry foundation walls shall extend above finished grade adjacent to the foundation at all points a minimum of 4" where masonry veneer is used 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 - R403A 4.2 OS FOUNDATION FOOTING SIZE: R403.1.1 Minimum sizes for concrete and masonry footings shall be as set forth in Table R403.1 and Figure R403.1(1). The footing width, W, shall be based on the load- bearing value of the soil in accordance with Table R401.4.1. Spread footings shall be at least 6 inches (152 mm) in thickness, T. Footing projections, P, shall be at least 2 inches (51 mm)and shall not exceed the thickness of the footing. The size of footings supporting piers and columns shall be based on the tributary load and allowable soil pres sure in accordance with Table R401.4.1. Footings for wood foundations shall be in accordance with the details set forth in Section R403.2, and Figures R403.1(2) and R403.1(3). t 0 .o 0 CO CO DO ' +■ Ur) V (V ZX Q nil. 13 0� Z0 C7 10 ,Zn CO bill E V O LLI V/ CV cn 0` Q 01 WEE 2Q O O J in 0 Z j Y/ W W " Q 3 =3 LU W W O� H rn Z= D0- ` 0 I--}' F L REVISION 11 -14 -11 DESIGN Selected Building Code Requirements SHEET NUMBER SP 1 1 1 OF 3 1 SELECTED BUILDING CODE REQUIREMENTS (continued) 03 WOOD SPECIES&GRAforstus6021Load- bearing dimension lumber for studs, plates and headers shall be identified by a grade mark. 10 FOUNDATION PIER PADS: IRC R403A.1 13M CHIMNEY CLEARANCE: R1003.18 Any portion of 04 WOOD IN CONTACT WITH CONCRETE AND Sea footings a masonry chimney located in the interior of the MASONRY: IRC 317.1(3) Sleepers and sills on a building or within the exterior wall of the building shall concrete or masonry slab that is in direct contact with EF11 FOUNDATION WALL SIZE: R404.1.5.2 Concrete wall have a minimum air space clearance to combustibles the earth shall be naturally durable or preservative - thickness. The thickness of concrete foundation walls of 2 inches (51 mm). Chimneys located entirely treated wood. shall be equal to or greater than the thickness of outside the exterior walls of the building, including the wall in the story above. See Exceptions chimneys that pass through the soffit or cornice, shat have a minimum air space clearance of 1 inch (25 12 FOUNDATION ANCHOR BOLTS: Wood sole plates of all exterior walls on monolithic slabs, wood sole ji of braced wall panels at building interiors on monolithic slabs and all wood sill plates shall be anchored to the foundation with anchor bolts spaced a maximum of 6 feet (1829 mm) on center. Bolts shall be at least 1/2 inch (12.7 mm) in diameter and shall extend a minimum, of 7 inches (178 mm) into concrete or grouted cells of concrete masonry units. A nut and washer shall be tightened on each anchor bolt. There shall be a minimum of two bolts per plate section with one bolt located not more than 12 inches (305mm) or less that seven bolt diam. from each end of the plate section. 13 GIRDERS ENTERING MASONRY OR CONCRETE WALLS: IRC R317.1(4) 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 useq. 14 FOUNDATION: CHIMNEYS: R1003.2 Footings and foundations. Footings for masonry chimneys shall be constructed of concrete or solid masonry at least 12 inches (305 mm) thick and shall extend at least 6 inches (152 mm) beyond the face of the foundation air support wall on all sides. Footings shall be founded on natural undisturbed earth or engineered fill below frost depth. In areas not subjected to freezing, footings shell be at least 12 inches (305 mm) below finished grade. 15 FOUNDATION DAMP PROOFING: See Division 7 (7.01) 16 FOUNDATION VENTILATION: See Division 15 (15.06) DIVISION 4 • MASONRY 110A MASONRY SPECIFICATIONS: IRC R606.1 Masonry construction shall be designed and constructed in accordance with provisions of ACI 530/ ASCE 5/TMS 401 02 MORTAR: R607.1 Mortar. Mortar for use in masonry construction shall comply with ASTM C 270. I021 GROUT. IRC R609.1.1 Grout shall consist of cemetitious material and aggregate in accordance with ASTM C 476. 13M DAMPERS: IRC R1001.7.1 Fireplaces shall be equipped with a ferrous metal damper located at least 8" above the top of the fireplace opening. Dampers shall be installed in the fireplace or the chimney venting the fireplace, and shall) be operable from the room containing the fireplace. mm). The air space shall not be filled, except provide fire blocking in accordance with Section R1003.1 V 13M METAL FIREPLACE UNITS: See Division 15 (15.20) DIVISION 5 METALS 01 EXHAUST DUCTING: M1503.1 General. Range hoods shall discharge to the outdoors through a single -wall duct. The duct serving the hood shall have a smooth interior surface, shall be air tight and shall be equipped with a backdraft damper. Ducts serving range hoods shall not terminate in an attic or crawl space or areas inside the building. 02 FLASHINGS: R903.2.1 Locations. Flashings shall be installed at wall and roof intersections, wherever there is a change in roof slope or direction and around roof openings. Where flashing is of metal, themetal shall be corrosion resistantwith a thickness of not less than 0.019 inch (0.5 mm) (No. 26 galvanized sheet). 03 DUCTING: N1103.2.2 Sealing. Ducts, air handlers, filter boxes and building cavities used as ducts shall be sealed. Joints and seams shall comply with Section M 1601.4. 04 FLASHING: R703.8 Flashing. Approved corrosion - resistant flashing shall be applied shingle - fashion in a manner to prevent entry of water into the wall cavity or penetration ofwater to the budding structural framing components. Self- adhere9$ • membranes used as flashing shall complysi 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion- resistast:- flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the sxterfor wall finish r io the- Weter- resistive be r(r for subsequent fna�e. 2. At the inter on of chimneys or other masonry construction With frame or;atpcco walls, with projecting s on both sides undeF cc copings. X14." r and at firdliffiffill masonry, wood or metal Ud ,.of cop4$ and sills. vki It 4. Conlin usly above all projecting wood tdffi x~ .b. N/ re tenor porches, decks or stairs aWh to a wall or boon. ssembly of wood -frame construction. 6. At #90"and roof intersections. a At b'uill gutters. 04 CHIMNEY TERMINATION: G2427.5.3 (51 01 Chimney termination. Chimneys for residential -type air low -heat appliances shall 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, portion of a building within a horizontal distance of 10 feet. 05 MASONRY VENEER: R703.7 Stone and mastxn7r h t1`f veneer, general. Stone and masonry venser and be, installed in accordance with this Table R*..4 and Figure R703.7. These ve d over a -. backing of wood or cold -fo e feel ¢e limited to:::', the first story above shall no[ ' d 5 inches (127mm) rn.. hiss: See Section .12 fqr wall bracing requiinments for masonry vene wootj framed construcsus'and Section R603.9.5 for wall br. irei4ofor' eneer for FI ",LACE HEARTH EXTENSION: R1001.10 H extension dimensions. Hearth extensions I nd at a t 16 inches 406 mm in front of (se and a es (203 mm) beyond each side of irep Suing. Where the fireplace opening is re tee[ (0.6 m2) or larger, the hearth extension Word at least 20 inches (508 mm) in front of and at least 12 inches (305 mm) beyond each side of the fireplace opening. method of the IRC of this residence, ALL ions shall be provided GRADING FOR VARIOUS WOOD Posts (Crawl Space) ..................... #2 &btr DF Posts (other) ....... ._...... #1 DF Joists, beams and stringers_ ... ..... #2 &btr H/F Bucks, blocking bridging, etc . ....Utility H/F Studs (2x4 & larger) ......... .. ... #2 &btr H/F Rafters .................. ......................... #2 &btr H/F Headers. ......................................... #2&btr DF Beams....... ..... .......... #1 DF Sub Floor... ...... 3 /4'T &G Plywood or 11/16" OSS Sheathing (walls) .......... 15/32" CDX Plywood or 7/16" OSB Sheathing (comp. roof)..... 15/32" CDX Plywd or 7/16" OSB Sheathing (shake. roof).......... 1 x4 #2 &btr H/F "skip shthg." Sheathing (tile. root. .............. 1 x6 #2 &btr H/F (spaced per mfgr. specs) "skip sh[hg." Sills, sleepers, nailing blocks......... Pres. Trtd. (embedded in tort.) DF, H/F or PER ENGINEER OF RECORD. • 05 SIDING /EARTH SEPARATION: IRC 317.1(5) Wood siding, sheathing and wall framing on the exterior of a building having a clearance of less than 6 inches (152mm) from the ground or less than 2 inches (51 mm) measured vertically from concrete steps, porch slabs, patio slabs, and similar horizontal surfaces exposed to the weather are required to be naturally durable or perservative- treated wood. O6 GIRDERS ENTERING MASONRY OR CONCRETE WALLS: See DIVISION 3. (3.13) • 07 COLUMNS AND POSTS: R317.1.4 Wood columns. Wood columns shall be approved wood of natural decay resistance or approved pressure-preservative- treated wood. See Exceptions 06 POST CONNECTIONS: R407.3 Structural :. requirements. The columns shall be restrainad.af prevent lateral displacement at the bottom end. Wood columns shall not be less in nominal size than 4 inches by 4 inches (102 mm b�yy 102 mm). Steel columns shall not be IesS;;; Itch- diameter (76 mm) Schedule 40 pipe manufactured in accordance with ASTM A 53 Grade B or approved equivalent. 09 PLYWOOD: Plywood Sub Flooring shall be 3/4" T. &G. CDX or 11/16" OSB (glued & nailed). Nailing shall be 10d @ 6` P.C. along panel edges, and 12" o.c in field. Span Index shall be 40120. Stagger end laps. Wall apd!'i} Roof , shall be 1/2" CDX or 7/16" OSB nailed `v{pad�oc: along panel edges, and 12" P.C. in field. Span Index shall be 24/0. Stagger end laps. 10 TRUSSES: IRC R502.11.1 - R502.11.2 Wood trusses shall be designed in accordance with approved engineering practice Thaossign and manufacture of metal plate connected wood trusses shall comply with ANSI/TPI 1 The truss deal` drawings shall be prepared by a registered professional where required by thestatues of the IumyRlMXlon in whiGWe project is to be constructed Trussed shelf„ 'laced to prevent rotation and provide later bill Roof Truss designs) and ,top drawings shall be provided to the Building "Official at the time Of permit application and shall be on site prior to erection. Ordering of Trusses Shall not be done prior to FIELD MEASUREMENT of building framing to verify drawing/field accuracy. ii Store trusses in a flat dry location and cover from the ys elements until placement. R905.2.7 Root slopes from 2 units vertical by 12 units horizontal up to 4 units vertical by 12 units honzontal, underlayment shall be 2 layers overlapping 19 inches. For slopes of 4 units vertical by 12 units horizontal or greater, underlayment shall be 1 layer overlappping 2 inches. 11 FLOOR FRAMING: R502.6 Bearing. The ends of each joist, beam or girder shall have not less than 1.5 inches (38 mm) of bearing on wood or metal and not less than 3 inches (76 mm) on masonry or concrete except where supported on a 1- inch -by -4 -inch (25.4 mm by 102 mm) ribbon strip and nailed to the adjacent stud or by the use of approved joist hangers. R502.6.1 Floor systems. Joists framing from opposite sides over a bearing support shall lap a minimum of 3 inches (76 mm) and shall be nailed together with a minimum three 10d face nails.Awood or metal splice with strength equal to or greater than that provided by the nailed lap is permitted. EF21 BEARING PARTITIONS: R502.4 Joists under bearing partitions. Joists under parallel bearing partitions shall be of adequate size to support the load. Double joists, sized to adequately support the load, that are sepa rated to permit the installation of piping or vents shall be full depth solid blocked with lumber not less than 2 inches (51 mm) in nominal thickness spaced not more than 4 feet (1219 mm) on center. Bearing partitions perpendicular to joists shall not be offset from supporting girders, walls or partitionsmore than the joist depth unless such joists are of sufficient size to carry the additional load. 13 WALL BRACING: NOTE: The Prescriptive Path method of the IRC was not followed in the design of this residence, ALL lateral and gravity design solutions shall be provided by the ENGINEER OF RECORD. 14 WALL FRAMING: IRC 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. Endjoints 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. See also Section 6 -02 15 HEADERS: IRC 502.10 Openings in floor framing shall be framed with a header and o"mer joists. When the header joist span does not excestiff the header joist may be a single member the ialze 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. 16 FIREBLOCKING: 111 Firehooking. Incombustible construction, fireblocking shall be provided to cut off all';, concealed draft openifls (both vertical and horizontan`� and to form an effelothal fire barrier between stories, and between a tcp-sfory and the roof space. Ffrehlocking shall be provided in wood -frame constimci In the following locations: 1 In oorrcealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: 1.1. Vertically at the.Geiling and floor levels. 1.2 Hertz Ily at Inlervals not exceeding 10 feet (3 M 2. At all mterconn coons belWeen concealed vertical and hertz o 'siloh as occur at soffits, drop cgllings a ceilings. �t1t;�`1e concealed spaces between stair stringers at the s'�%' top and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7. 4. At openings around vents, pipes, ducts, cables wires at ceiling and floor level, with an approved material to resist the free passage of flame and products of combustion. The material filling this annular space shall not be required to meet the ASTM E 136 requirements. 5. For the fireblocking of chimneys and fireplaces, see Section R1003.19. 6. Fireblocking of cornices of a two - family dwelling is required at the line of dwelling unit separation. • 17 CEILING JOISTS: IRC R602.3.1 Ceiling joists shall be continuous or securely joined where they meet over interior partitions and nailed to adjacent ratters to provide a continuos tie acroos the building when such joists are parallel to the rafters. 18 RAFTERS: IRC R802.3 Rafters shall be framed to ridge board or to each other wit gusset plate as atie. Ridge board shall be at least 1" nominal thickness and not less in depth than the cut end of the rafter. At all valley and hips there shall be a valley or hip rafter not less than 2" nominal thickness and not less in depth than the cut end of the ratter. • 19 RAFTER OPENINGS: IRC R802.9 Openings in roof & ceiling framing shall be framed with header & trimmer joists. When the header joist span does not exceed 4', the header joist may be a single member the same size as the ceiling joist or rafter. When the header joist span exceeds 4', the trimmer joist and header joist shall be doubled and of sufficient cross section to support the ceiling joists or rafter framing into the header. 20 SIDING TYPE: IRC 703.3.2 Horizontal lap siding shall lapped a min. of 1 in. or .05 in if rabbeted, and shall have the ends caulked, covered with batten, or sealed and installed over a strip flashing. (See manufactures specifications) DIVISION 7 • THERMAL & MOISTURE PROTECTION 01 FOUNDATION WALL DAMP - PROOFING: R406.1 Concrete and masonry foundation dampproofing. Except where required by Section R406.2 to be water proofed, foundation walls that retain earth and enclose interior spaces and floors below grade shall be dampproofed from the top of the footing to the finished grade. Masonry walls shall have not less than 3/8 inch (9.5 mm) Portland cement parging applied to the exterior of the wall. The Paging shall be dampproofed it accordance with one of the following: OW WEATHER RESISTIVE SHEATHING PAPER: 7 S G R 032 Water- resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approvedwater- resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a mannertho meet the requirements of the exterior wall envelope as described in Section R703.1.1 03 ROOF COVERING: IRC R903.1 Roofdecksshall -LL' be covered with approved roof coverings secustil the building or structure, Roof - II ba V� designed and installed in accortlance will code and the approved manufacturer's installation instructions such that the roof assembly shall serve to Protect the building orygjructurq,,, 04 Slab -On- Grads. Slab- de insulation shall be placed on the a foundation or on the inside of the foUllflatmri iv . The insulation shall extend dNW m the top of the slab for a minimum dirt In inches or downward to at least the bottom of the slab and then horizontally to the interior oti�exterior for the total distance of 24 inches. Above ,fro grade insulation shall be protected. A two -inch by 2 -inch (maximum) nailer may be placed at the finished floor elevation for attachment of interior finish materials. OS Up1DER -FLOOR INSULATION: 502.1.4.7 Floor insulation shall be installed in a permanent manner in substantial contact with the surface being insulated. Insulation supports shall be installed so spacing is no more than 24 inches on center. Foundation vents shall be placed so that the top of the vent is below the lower surface of the floor insulation. O6 WALL INSULATION: WSEC 502.1.4.6 Insulation inotalled in exterior walls shall comply with the provisions of this section. All wall insulation shall till the entire framed cavity. Exterior wall cavities isolated during framing shall be fully insulated to the levels of this surrounding walls. All faced insulation shall be face stapled to avoid compression. See Table 6 -1 & 6 -2 07 VAULTED CEILING INSULATION: WSEC 502.1.6.3 Root /Ceilings: Roof /ceiling assemblies where the ventilation space above the insulation is less than an average of 12 inches shall he provided with a vapor retarder. Faced Batt insulation where used as a vapor retarder shall be face stapled. Single rafter joist vaulted ceiling cavities shall be of sufficient depth to allow a ml nimum one inch vented air space above the insulation. OB AT7rIC INSULATION: See Division 17 (17.14) 09 HOT WATER TANK INSULATION: For Hot Water To nk Insulation see DIVISION 15 (15.29) 10 DLJCTING INSULATION: See DIVISION 15 (15.04, 15,30) 11 PIPE INSULATION: See DIVISION 15 (15.31) 12 MIISC. INSULATION: The following are miscellaneous recquirements for insulating the structure: • Insulation Baffles to maintain min. 1" air space above insulation. Efxtend Baffle 6" above Batt Insulation. Extend Baffle 12" above Blown -in Insulation. • Insulate behind tubs and showers partitions and at corners. 13 BUILDING AIR LEAKAGE TESTING: WSEC 502.4 .5 Building envelope air leakage control shall be coinsidered acceptable when tested to have an air lealkage less than 0.00030 Specific Leakage Area (SILA) when tested with a blower door at a pressure of 50 Pascals (0.2 inch w.g.). Testing shall occur at any title after rough in and after installation of penetrations of Ithe building envelope, including penetrations for utillities, plumbing, electrical, ventilation, and combustion appliances and sealing thereof. When rec]uired by the building official, the test shall be conducted in the presence of department staff. The bleJwer door test results shall be recorded on the certificate required in Section 105.4. 14 VAIPOR BARRIER IN CRAWL- SPACE: WSEC 5021.6.7 A ground cover of six mil (0.006 inch thick) block polyethylene or approved equal shall be laid over the ground within crawl spaces. The ground cover shall be overlapped 12 inches minimum at the joints and shall extend to the foundation wall. 13151 VAPOR RETARDER: In all iramed walls, floors and roof /ceilings comprising elements of the building thermal envelope, a vapor retarder shall be inotalled on the warm -in- winter side of the insulation. Ar O C6 00 L0 LO ■ CO N Z X Q pLL 01 Z° M /ZI� 00 V M O �/w Lr) U Y/ N N i Ui Q 0, FL Wig �>Q _O O 0 Z■ 0 H3>3 u WQ Issis3T i N i W LL-1 O� H Z= H i O N 'CI I REVISION I 70 -10 -11 Selected Building Code Requirements SHEET NUMBER SP 2 2 O 3 I ITSII SELECTED CODE REQUIREMENTS (continued) DIVISION 8 • DOORS & WINDOWS EVE EGRESS DOOR: R311.2 At least one egress door shall be provided for each dwelling unit. The egress clear shall be side - hinged, and shall provide a minimrjm clear width of 32 inches (813mm) when measured between the face of the door and the stop, with the door open 90 degrees (1.57 rad). The minimum clear height of the door opening shall not be less than 78 inches (1981 mm) in height measured from the top of the threshold to the bottom of the stop. Other doors, shall not be required to comply with these minimum dimensions. Egress doors shall be readily openable from inside the dwelling withoLlt the use of akey or special knowledge or effort. 02 GARAGE/DWELLING DOOR: R302.5.1 Opening protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 13/8 inches (35 mm) in thickness, solid or honeycomb core steel doors not less than 13/8 inches (35 mm) thick, or 20- minute fire -rated doors. 03 EGRESS WINDOWS: IRC 11310.1 All sleeping Booms and basements are required to have egress windows. The window shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24 ". lrhe minimum net clear openable width dimension shall be 20 ". The window shall have a finished sill height not more than 44" above the floor. Window wells shall be provided when egress windows have a finished sill height below adjacent ground elevation. The wall shall allow the window to be fully opened and provide a minimum accessible net clear opening of 9 Sq. Ft., with a minimum dimension of 36". Window wellls with a vertical depth of more than 44" shall be equiplped with a permanent ladder. 04 EXTERIOR DOORS: GLAZING AREA: Total area of the glazing measured using the rough opening, and including the glazing, sash and frame. For doors where the daylight opening area is less than 50 percent of the door area, the glazing area is the daylight openinig area. For all other doors, the glazing area is the door area. OS HATCHES AND DOORS: 502.1.4.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstrippad and insulated to a level equivalent to the insulatlion on the surrounding surfaces. Access shall be provided to all equipment which prevents damaging or compressing the insulation. A wood framed or equivalent baffle or retainer must be provided when loose fill insulation is installed, the purpose of which is to prevent the loose fill insulation from spilling into the living space when the attic access is operi and to provide a permanent means of maintaining the iinstalled R -value of the loose fill insulation. o O6 DISTRIBUTION: Where outdoor air supplies (Window or wall ports) are separated from fan locations b,y doors, adequate air flow shall be ensured 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. 3.3. The top edge of the glazing is more than 36 inches (914 mm) above the floor; and 3.4. One or more walking surfaces are within 36 inches (914 mm), measured horizontally and in a straight line, of the glazing. 4. All glazing in railings regardless of area or height above a walking surface. Included are structural baluster panels and nonstructural intill panels. 5. Glazing in enclosures for or walls facing hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers where the bottom exposed edge of the glazing is less than 60 inches (1524 mm) measured vertically above any standing or walking surface. 6. Glazing in walls and fences adjacent to indoor and outdoor swimming pools, hot tubs and spas where the bottom edge of the glazing is less than 60 inches (1524 mm) above a walking surface and within 60 inches (1524mm), measured horizontally and in a straight line, of the water's edge. This shall apply to single glazing and all panes in multiple glazing. T Glazing adjacent to stairways, landings and ramps within 36 inches (914 mm) horizontally of a walking surface when the exposed surface of the glazing is less than 60 inches (1524 mm) above the plane of the adjacent walking surface. 8. Glazing adjacent to stairways within 60 inches (1524mm) horizontally of the bottom tread of a stairway in any direction when the exposed surface of the glazing is less than 60 inches (1524 mm) above the nose of the tread. See Exceptions: 09 SKYLIGHTS: R308.6.2 Permitted materials. The 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. • OB GYPSUM WALLBOARD NAILING: IRC Table R702.3.5 See sheet SP4 For Table. DIVISION following types of glazing may be used 10 1. Laminated glass with a minimum 0.015 -inch -14 FOUNDATION VENTILATION: R408.1 Ventilation. • NOT APPLICABLE DIVISION 15 - MECHANICAL 01 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 T above the floor and 2' from exterior walls in all habitable rooms at the design tempature. 02 HEATING TYPE: Heating type and fuel shall be selected by the owner. All Warm Air Furnaces shall be listed and labeled by an approved agency and installed to listed specifications. 03 HEAT LOSS CALCULATIONS: If climatic variations due to location require heat loss calculations, the builder or heating contractor shall be responsible for providing them. 04 DUCTWORK INSULATION: All ductwork (requiring insulation) shall be insulated without impingement from building surfaces. OS LIGHT & VENTILATION: IRC R303.1 All habitable rooms shall be provided with aggregate glazing area of not less then 8 percent of the floor area of such rooms.. Naturaf ventilation shall have a min openable area to the outdoors of 4 percent of the floor area being ventilated. UTILITY ROOM WALL BOARD: All surfaces immediately sabers, Dryers, and Laun 09 VENTILATION: See Sheet EC 3. dry Tut shall aced with approved waterproof 07 WINDOWS: 502.1.5 Glazing and Door U- Factoim: matedai Glazing and door U- factors shall be determined in v accordance with Sections 502.1.5.1 and 502.1.rS.2 ,' ATHR60M AND UTILITY ROOM FINISH All products shall be labeled with the NFRggentified or GORING: All Bath and Utility floors shall be finished default U-tactor. The labeled U -factor shall 's ith approved nonabsorptive material, used in all calculations to determine complia this Code. Sealed insulating glass shell confer or 05 be in test for, ASTM E-774- A KITCHEN FINISH FLOORING: Kitchen floors shall be u " finished with an approved nonabsorptive material. OS SAFETY GLAZIN 8.4 Th wind shall O6 INTERIOR PAINT: Per manufacture specifications. be considered he us laced quiury safetyglazing riots "_ f 07 GYPSUM WALLBOARD: R702.3.8 Water- resistant sum backing board. Gypsum board used as the 1 all nd' anels of 9YP 9 YP " Jli1 din bif doors. base or backer for adhesive application of ceramic the Glazing inen. fort fixed or operable panel or other required nonabsorbent finish material shall rhg.• adjacent to a door ere the nearest vertieyl edge conform to ASTM C 1396, C 1178 or C1278. Use of 3S within a 24� nch (610 mm) arc of the door, in a water- resistant gypsum backing board shall be d n and whose bottom edge is liess permitted on ceilings where framing spacing does not as (1524 mm) above the floor crr exceed 12 inches (305 mm) on center for 1 /2 -inch- v3. surface. thick (12.7 mm) or 16 inches (406 mm) for 5/8-inch- walking /"` ' Glazing in an individual fixed or operable panel thick (16 mm) gypsum board. Water- resistant gypsum $:d board shall not be installed over a Class I or II vapor that meets all of the following conditions: p 3.1. The exposed area of an individual panty is retarder in a shower or tub compartment. Cut or larger than 9 square feet (0.836 m2): and exposed edges, including those at wall intersections, 3.2. The bottom edge of the glazing is less than Shall be sealed as recommended by the 18 inches (457 mm) above the floor; and manufacturer. 10 VENTILATION FANS: See Sheet EC 3. 11 WHOLE HOUSE/ FORCED AIR VENTILATION: See Sheet EC 3. 12 COMBUSTION AIR- G2407.1(304.1) General. Air for combustion, ventilation and dilution of flue gases for appliances installed in buildings shall be provided by application of one of the methods prescribed in Sections G2407.5 through G2407.9. Where the requirements of Section G2407.5 are not met, outdoor air shall be introduced in accordance with one of the methods prescribed in Sections G2407.6 through G2407.9. Direct -vent appliances, gas appliances of other than natural draft design and vented gas appliances other than Category I shall be provided with combustion, ventilation and dilution air in accordance with the appliance manufacturer's instructions. 13 MECHANICAL VENTILATION: 403.1 Mechanical ventilation shall be provided by a method of supply air and return or exhaust air The amount of supply air shall be approximately equal to the amount of return and exhaust air. The system shall not be prohibited from producing negative or positive pressure. The system to convey ventilation air shall be designed and installed in accordance with Chapter 6. 403.2 Outdoor air required. The minimum outdoor airflow, rate shall be determined in accordance with Section 403.3. Ventilation supply systems shall be designed to deliver the required rate of outdoor airflow to the breathing zone within each occupiable space. 14 RANGE HOOD: M1505.1 General. Domestic open -top broiler units shall have a metal exhaust hood, having a minimum thickness of 0.0157 -inch (0.3950 mm) (No. 28 gage) with 114 inch (6.4 mm) clearance between the hood and the underside of combustible maior cabinets. A clearance of at least 24 inches shall be maintained between The Cooking surface and the combustible material or cabinet. The hood shall be at least as wide as the broiler unit, extend over the entire unit, discharge to the outdoors and be equipped with a backdraft damper or other means to control infiltration /exfiltration when not in operation. Broiler units incorporating: an integral exhaust sy and listed and labeled for use without an exhaust hood, need not have an exhaust hood. [MIN SMOKE ALARMS: R314.3 Locatio I "I oke at shall be installed in the following to fn s: u�w, 1. In each sleeping 2. Outside each separate sleeping.. in the immediate vicinity of the badrooms; 3. On each additional story of tttp dwelling, Including basements and habitable adi s hibinta[ including crawl spaces and 4ninitnlillelNe attics. In dwellings or dwelling units with split levels and without an intervening door between . the adjacent levels, a smoke alarm Installed on the upper level shall suffice for the adjacent lower level provided that the lower level is less than one full story below the upper level. When more than one smoke alarm is required to be installed within an individual dwelling unit the alarm devices shall be inter connected in such a manner that the actuation of one ....:..alarm will activate all of the alarms in the individual unit. 16 APPLIANCE LOCATIONS: M1305.1 Appliance access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and replacement without removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or replaced. A level working space at least 30 inches deep and 30 inches wide (762 mm by 762 mm) shall be provided in front of the control side to service an appliance. Installation of roomheaters shall be permitted with at least an 18 -inch (457 mm) working space. A platform shall not be required for room heaters. 17 APPLIANCES LOCATED IN GARAGE: M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) above the floor in garages. For the purpose of this section, rooms or spaces that are not part of the living space of a dwelling unit and that communicate with a private garage through openings shall be considered to be part of the garage. 1307.3.1 Protection from impact. Appliances shall not be installed in a location subject to vehicle damage except where protected by approved barriers. 18 CLOTHES DRYERS: M1502.3 Duct termination. Exhaust ducts shall terminate on the outside of the building. Exhaust duct terminations shall be in accordance with the dryer manufacturer's installation instructions. If the manufacturer's instructions do not specify a termination location, the exhaust duct shall terminate not less than 3 feet (914 mm) in any direction from openings into buildings. Exhaust duct terminations shall be equipped with a backdraft damper. Screens shall not be installed at the duct termination. 1502.4.4.1 Specified length. The maximum length of the exhaust duct shall be 25 feet (7620 mmtrom the connection to the transition duct from the dryer to the outlet terminal. Where fittings are used, the maximum length of the exhaust duct shall be reduced in accordance with Table I502AA, 1. Example: Duct length must be reduced by 2.5 for 45° bend & 5ft for 90° bend for a 4" exhaust pipe. 19 L.P.G. (PROPANE) STORAGE: G2412.2 (4012) Liquefied petroleum gas storage. The storage system for liquefied petroleum gas shall be designed and installed in accordance with the International Fire Code and NFPA 58. 20 FACTORY BUILT CHIMNEYS & FIREPLACES: 111005.1 Listing. Factory-built chimneys shall be listed and labeled and shall be installed and terminated in accordAnce with the manufacturer's installation instructions. I,l 21 FIREPLACES: R1006.1 Exterior air. Facto t o mas rrol fireplaces covered in this chapter s * "' equipped with an exterior air supply to assure *" fuel combustion unless the room is mechanically r. ventilated and controlled so that the indoor pressure neutral or positive. 22 MANUFACTURE SPECS: Installershall leave, manufactuter's installation and instruction ttached to appliance. operatip9 a PP 23 SHOWIER AREAS: R3041 Showers shall be a minimum size of by 30" with a 24" in. clearance in front of operli 24 WATEP CLOSET CLEARANCES: IRC R307.1 Water clews shall be located in a clear space not less than 30" in yvidth. The clear space in front shall not be less than 211" ,, 25 TRAP PRIMERS: UPC 222.0 A device and system of piping that maintains a water seal in a remote trap. 26 BACKFLOW PREVENTER: P2903.4.2 Backflaw prevention device or check valve. Where a backflow prevention device, check valve or other device is installed on a water supply system using storage water heating equipment such that thermall expansion causes an increase in pressure, a device for controlling pressure shall be installed. 27 WATEI HAMMER ARRESTORS: P2903.5 Water hammer. The flow velocity of the water distribution system shall be controlled to reduce the possibility of water hammer. Water- hammer arrestors shall be installed in accordance with the manufacturer's installation instructions. Water hammer arrestors shall conform to ABBE 1010. 28 POTABLE WATER OUTLETS: P2902.4 Protection of potable water outlets. Potable water appoint s and outlets shall be protected by an air gap, reduced pressure principle backflow preventer with atmospheric vent, atmospheric -type vacuum breaker, pressure -type vacuum breaker or hose connection backflow preventer. 29 WATEPI HEATERS: M1307.2 Anchorage of appliances. Appliances designed to be fixed in position shall be fastened or anchored in an approved manner. In Seismic Design Categories Dl and D2, water heaters shall be anchored or strapped to resist horizonital displacement caused by earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the appliance's vertical dimensiions. At the lower point, the strapping shall maintaiin a minimum distance of 4 inches (102 mm) above fire controls.ln areas where water heaters are required to be insulated they shall conform to local requiremlents. EXAMPLE: All electric hot water heaters shall be insulated (incl'g bottom) to R -10 when located in an unheated space or on a concrete floor. 30 DUCT INSULATION: All heating ducts within unconditioned spaces shall be insulated as per local code. EXAMPLE: Table 5 -11. Ducts within unconditioned space shall be insulated to R -8. Ducts installed under slabs shall be insulated to R -5. 31 PIPE INISULATION: WSEC 503.11 Pipe Insulation: All piping shall be thermally insulated in accordance with Tathle 5 -12, EXCEPTION: Piping installed within unitary IHVAC equipment. Cold water pipes outside the conditioned space shall be insulated in accordance with the) Washington State Plumbing Code (Chapter 51 -56 WAC). 32 VENTILATION DUCTS: All ducts shall terminate outside the building. Fan ducts shall be equipped withbaok draft dampers and shall be insulated to a min. of R -4 in an unconditioned space. See EC 3 IRC 1507.3.3 WA State Amendment. 33 BARORaETRIC DRAFT REGULATOR A balanced damper device attached to a chimney, vent connecttor, breeching or flue gas manifold to protect combustion appliances by controlling chimney draft. A double- acting barometric draft regulator is one whose balancing damper is free to move in either direction to protect combustion appliances from both excessive draft and backdraft. KE19 PRESSURE BALANCERS: Shower & tub shower combos shall have a required capacity at the point of 0 C6 CO L0 y■ 07 V I N X � Q ■ALL O` Z0 07 10 Z Oo Lo E FO to U yN N C W o, Q � W 00 W0, E 2Qo 3= O 0 'j0z 0 LLI Q V) F V) I� h W W O� H Z _ H 0 N tT 10 -10 -11 Selected Building Code Requirements SP 3 3 OF E following types of glazing may be used 1. Laminated glass with a minimum 0.015 -inch O6 FOUNDATION VENTILATION: R408.1 Ventilation. (0.38 mm) polyvinyl butyral interlayer for glass The under -floor space between the bottom of the floor panes 16 square feet (1.5 m2) or less in area m rv' joists and the earth under any building (except space located such that the highest point of the lass is 9 P 9 4�A occupied by a basement) shall have ventilation not more than 12 feet (3658 mm) above a openings through foundation walls or exterior Wa lis. walking surface or other accessible arse; for ".= `+; The minimum net area of ventilation openings shall higher or larger sizes, the minimum in[erfayer '.,. hot be less than 1 square foot (0.0929 m2) for each thickness shall be 0.030 inch (0.76 mm).: , 150 square feet (14 m2) of under -floor space area, 2. Fully tempered glass. unless the ground surface is covered by aOlass 1 3. glass. vapor retarder material. Will Class 1 vapor Wired glass.hened 4. Wired glass. °.$" " retarder material is toad, the minimum net area of 5. Approved rigid plastoll. venylahon op■topgs shall not be less than 1 square 10 WINDOW PORTS: See DIVI 1 �p N ) too (0.0929 m2) for each 1,500 square feet (140 m2) orlonder -floor space area. One such ventilating + claiming shall be within 3 feet (914 mm) of each .. comer of the building. DIVISION0! �+ C nI I, jATTIC 11$HE$ VENTILATION: R806.2 Minimum area. The O7 ullw total net free ventilating area shall not be less than ... WATERPROOF WALL BOARD: All walls ceilings bathtub bo �s 1/150 of the area of the space ventilated except that of and shower enclosure are W covered with approved waterproof °' reduction of the total area to 1/300 is permitted provided that at least 50 percent and not more than 80 02 Percent of the required ventilating area is provided by SHOWER STALL SURF 307 2 Br b and ventilators located in the upper portion of the space to ` *shower spaces. Bathtub at floors arI, walls be ventilated at least 3 feet (914 mm) above the eave above bathtubs with installed sho cads art�t or cornice vents with the balance of the required shower compartments "Ilbe fir, ., with a ventilation provided by save or cornice vents. As nonabsorb teurface. SurihWall su shall extend en an alternative, the net free cross - ventilation area to a he�of not less than 6 feet (1820 mm) above may be reduced to 1/300 when a Class I or II vapor the flo r'. barrier is installed on the warm -in- winter side of the ceiling. UTILITY ROOM WALL BOARD: All surfaces immediately sabers, Dryers, and Laun 09 VENTILATION: See Sheet EC 3. dry Tut shall aced with approved waterproof 07 WINDOWS: 502.1.5 Glazing and Door U- Factoim: matedai Glazing and door U- factors shall be determined in v accordance with Sections 502.1.5.1 and 502.1.rS.2 ,' ATHR60M AND UTILITY ROOM FINISH All products shall be labeled with the NFRggentified or GORING: All Bath and Utility floors shall be finished default U-tactor. The labeled U -factor shall 's ith approved nonabsorptive material, used in all calculations to determine complia this Code. Sealed insulating glass shell confer or 05 be in test for, ASTM E-774- A KITCHEN FINISH FLOORING: Kitchen floors shall be u " finished with an approved nonabsorptive material. OS SAFETY GLAZIN 8.4 Th wind shall O6 INTERIOR PAINT: Per manufacture specifications. be considered he us laced quiury safetyglazing riots "_ f 07 GYPSUM WALLBOARD: R702.3.8 Water- resistant sum backing board. Gypsum board used as the 1 all nd' anels of 9YP 9 YP " Jli1 din bif doors. base or backer for adhesive application of ceramic the Glazing inen. fort fixed or operable panel or other required nonabsorbent finish material shall rhg.• adjacent to a door ere the nearest vertieyl edge conform to ASTM C 1396, C 1178 or C1278. Use of 3S within a 24� nch (610 mm) arc of the door, in a water- resistant gypsum backing board shall be d n and whose bottom edge is liess permitted on ceilings where framing spacing does not as (1524 mm) above the floor crr exceed 12 inches (305 mm) on center for 1 /2 -inch- v3. surface. thick (12.7 mm) or 16 inches (406 mm) for 5/8-inch- walking /"` ' Glazing in an individual fixed or operable panel thick (16 mm) gypsum board. Water- resistant gypsum $:d board shall not be installed over a Class I or II vapor that meets all of the following conditions: p 3.1. The exposed area of an individual panty is retarder in a shower or tub compartment. Cut or larger than 9 square feet (0.836 m2): and exposed edges, including those at wall intersections, 3.2. The bottom edge of the glazing is less than Shall be sealed as recommended by the 18 inches (457 mm) above the floor; and manufacturer. 10 VENTILATION FANS: See Sheet EC 3. 11 WHOLE HOUSE/ FORCED AIR VENTILATION: See Sheet EC 3. 12 COMBUSTION AIR- G2407.1(304.1) General. Air for combustion, ventilation and dilution of flue gases for appliances installed in buildings shall be provided by application of one of the methods prescribed in Sections G2407.5 through G2407.9. Where the requirements of Section G2407.5 are not met, outdoor air shall be introduced in accordance with one of the methods prescribed in Sections G2407.6 through G2407.9. Direct -vent appliances, gas appliances of other than natural draft design and vented gas appliances other than Category I shall be provided with combustion, ventilation and dilution air in accordance with the appliance manufacturer's instructions. 13 MECHANICAL VENTILATION: 403.1 Mechanical ventilation shall be provided by a method of supply air and return or exhaust air The amount of supply air shall be approximately equal to the amount of return and exhaust air. The system shall not be prohibited from producing negative or positive pressure. The system to convey ventilation air shall be designed and installed in accordance with Chapter 6. 403.2 Outdoor air required. The minimum outdoor airflow, rate shall be determined in accordance with Section 403.3. Ventilation supply systems shall be designed to deliver the required rate of outdoor airflow to the breathing zone within each occupiable space. 14 RANGE HOOD: M1505.1 General. Domestic open -top broiler units shall have a metal exhaust hood, having a minimum thickness of 0.0157 -inch (0.3950 mm) (No. 28 gage) with 114 inch (6.4 mm) clearance between the hood and the underside of combustible maior cabinets. A clearance of at least 24 inches shall be maintained between The Cooking surface and the combustible material or cabinet. The hood shall be at least as wide as the broiler unit, extend over the entire unit, discharge to the outdoors and be equipped with a backdraft damper or other means to control infiltration /exfiltration when not in operation. Broiler units incorporating: an integral exhaust sy and listed and labeled for use without an exhaust hood, need not have an exhaust hood. [MIN SMOKE ALARMS: R314.3 Locatio I "I oke at shall be installed in the following to fn s: u�w, 1. In each sleeping 2. Outside each separate sleeping.. in the immediate vicinity of the badrooms; 3. On each additional story of tttp dwelling, Including basements and habitable adi s hibinta[ including crawl spaces and 4ninitnlillelNe attics. In dwellings or dwelling units with split levels and without an intervening door between . the adjacent levels, a smoke alarm Installed on the upper level shall suffice for the adjacent lower level provided that the lower level is less than one full story below the upper level. When more than one smoke alarm is required to be installed within an individual dwelling unit the alarm devices shall be inter connected in such a manner that the actuation of one ....:..alarm will activate all of the alarms in the individual unit. 16 APPLIANCE LOCATIONS: M1305.1 Appliance access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and replacement without removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or replaced. A level working space at least 30 inches deep and 30 inches wide (762 mm by 762 mm) shall be provided in front of the control side to service an appliance. Installation of roomheaters shall be permitted with at least an 18 -inch (457 mm) working space. A platform shall not be required for room heaters. 17 APPLIANCES LOCATED IN GARAGE: M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) above the floor in garages. For the purpose of this section, rooms or spaces that are not part of the living space of a dwelling unit and that communicate with a private garage through openings shall be considered to be part of the garage. 1307.3.1 Protection from impact. Appliances shall not be installed in a location subject to vehicle damage except where protected by approved barriers. 18 CLOTHES DRYERS: M1502.3 Duct termination. Exhaust ducts shall terminate on the outside of the building. Exhaust duct terminations shall be in accordance with the dryer manufacturer's installation instructions. If the manufacturer's instructions do not specify a termination location, the exhaust duct shall terminate not less than 3 feet (914 mm) in any direction from openings into buildings. Exhaust duct terminations shall be equipped with a backdraft damper. Screens shall not be installed at the duct termination. 1502.4.4.1 Specified length. The maximum length of the exhaust duct shall be 25 feet (7620 mmtrom the connection to the transition duct from the dryer to the outlet terminal. Where fittings are used, the maximum length of the exhaust duct shall be reduced in accordance with Table I502AA, 1. Example: Duct length must be reduced by 2.5 for 45° bend & 5ft for 90° bend for a 4" exhaust pipe. 19 L.P.G. (PROPANE) STORAGE: G2412.2 (4012) Liquefied petroleum gas storage. The storage system for liquefied petroleum gas shall be designed and installed in accordance with the International Fire Code and NFPA 58. 20 FACTORY BUILT CHIMNEYS & FIREPLACES: 111005.1 Listing. Factory-built chimneys shall be listed and labeled and shall be installed and terminated in accordAnce with the manufacturer's installation instructions. I,l 21 FIREPLACES: R1006.1 Exterior air. Facto t o mas rrol fireplaces covered in this chapter s * "' equipped with an exterior air supply to assure *" fuel combustion unless the room is mechanically r. ventilated and controlled so that the indoor pressure neutral or positive. 22 MANUFACTURE SPECS: Installershall leave, manufactuter's installation and instruction ttached to appliance. operatip9 a PP 23 SHOWIER AREAS: R3041 Showers shall be a minimum size of by 30" with a 24" in. clearance in front of operli 24 WATEP CLOSET CLEARANCES: IRC R307.1 Water clews shall be located in a clear space not less than 30" in yvidth. The clear space in front shall not be less than 211" ,, 25 TRAP PRIMERS: UPC 222.0 A device and system of piping that maintains a water seal in a remote trap. 26 BACKFLOW PREVENTER: P2903.4.2 Backflaw prevention device or check valve. Where a backflow prevention device, check valve or other device is installed on a water supply system using storage water heating equipment such that thermall expansion causes an increase in pressure, a device for controlling pressure shall be installed. 27 WATEI HAMMER ARRESTORS: P2903.5 Water hammer. The flow velocity of the water distribution system shall be controlled to reduce the possibility of water hammer. Water- hammer arrestors shall be installed in accordance with the manufacturer's installation instructions. Water hammer arrestors shall conform to ABBE 1010. 28 POTABLE WATER OUTLETS: P2902.4 Protection of potable water outlets. Potable water appoint s and outlets shall be protected by an air gap, reduced pressure principle backflow preventer with atmospheric vent, atmospheric -type vacuum breaker, pressure -type vacuum breaker or hose connection backflow preventer. 29 WATEPI HEATERS: M1307.2 Anchorage of appliances. Appliances designed to be fixed in position shall be fastened or anchored in an approved manner. In Seismic Design Categories Dl and D2, water heaters shall be anchored or strapped to resist horizonital displacement caused by earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the appliance's vertical dimensiions. At the lower point, the strapping shall maintaiin a minimum distance of 4 inches (102 mm) above fire controls.ln areas where water heaters are required to be insulated they shall conform to local requiremlents. EXAMPLE: All electric hot water heaters shall be insulated (incl'g bottom) to R -10 when located in an unheated space or on a concrete floor. 30 DUCT INSULATION: All heating ducts within unconditioned spaces shall be insulated as per local code. EXAMPLE: Table 5 -11. Ducts within unconditioned space shall be insulated to R -8. Ducts installed under slabs shall be insulated to R -5. 31 PIPE INISULATION: WSEC 503.11 Pipe Insulation: All piping shall be thermally insulated in accordance with Tathle 5 -12, EXCEPTION: Piping installed within unitary IHVAC equipment. Cold water pipes outside the conditioned space shall be insulated in accordance with the) Washington State Plumbing Code (Chapter 51 -56 WAC). 32 VENTILATION DUCTS: All ducts shall terminate outside the building. Fan ducts shall be equipped withbaok draft dampers and shall be insulated to a min. of R -4 in an unconditioned space. See EC 3 IRC 1507.3.3 WA State Amendment. 33 BARORaETRIC DRAFT REGULATOR A balanced damper device attached to a chimney, vent connecttor, breeching or flue gas manifold to protect combustion appliances by controlling chimney draft. A double- acting barometric draft regulator is one whose balancing damper is free to move in either direction to protect combustion appliances from both excessive draft and backdraft. KE19 PRESSURE BALANCERS: Shower & tub shower combos shall have a required capacity at the point of 0 C6 CO L0 y■ 07 V I N X � Q ■ALL O` Z0 07 10 Z Oo Lo E FO to U yN N C W o, Q � W 00 W0, E 2Qo 3= O 0 'j0z 0 LLI Q V) F V) I� h W W O� H Z _ H 0 N tT 10 -10 -11 Selected Building Code Requirements SP 3 3 OF E SELECTED CODE REQUIREMENTS (continued) / W$EC Selected Codes, Requirements and Specifications excerpted and /or paraphrased from the WASHINGTON STATE ENERGY CODE (WSEC). the discharge outlet of 3 gpm with a flow pressure of 20 psi. DIVISION 16 • ELECTRICAL • 471 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 qcal electrical codes. • 02 REQUIRED EXHAUST FANS: See DIVISION 15 (15.09- 1511) EM[A REQUIRED SMOKE DETECTORS: See DIVISION 15 (15.15) • U4 GROUNDED OUTLETS: All receptacles shall be grounded type. Receptacles located in Kitchen-, and Baths shall be installed above the work top . Other receptacles shall be installed at 12" vertically above the floor, unless shown otherwise on the drawings. • OS WALL SWITCHES: Wall switches shall be installed 42" above the floor, unless otherwise shown on the drawings. DIVISION 17 a 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 felt their Energy Regulations, and attach any applicable documents as / if required. Chapter 1 • GENERAL REQUIREMENT$ 01 PURPOSE: The purpose of this Code is to provide minimum standards for new or altered buildings; and structures or portions thereof to achieve all cier p 11 use and conservation of energy.This can be done by one of three paths for Residential Construction: 1. ASystem Analysis approach forthe entire building and its energy -using sub - systems which miay utilize renewable energy sources; Chapter-, 4 and 9. 2, A Component Performance approach for various building elements and mechanical systems; and components; Chapters 5 and 9. 3. A Prescriptive Requirements approach; Chapters 6 and 9. NHD does not include component performance. data (i.e. brand of windows, doors, insulation, etc.) this information must be tilled in or attached by the owner, builder or agent. [Old SCOPE: WSEC 101.3 Scope: This Code sets (forth minimum requirements for the design of new buildings and structures that provide facilities or shelter flpr residential occupancies by regulating their extelrior envelopes and the selection of their mechanical 1 systems, domestic water systems, electrical dis;tribut n and illuminating systems, and equipment for effficiei use and conservation of energy. Chapter 2 a DEFINITIONS,.-"4h Is [E061 AFUE: Annual Fuel Utikza y. NnljkcS�, stead state conditions this rdfun d on Y 9 avers usage including onGycling as ' lout in the standardized DOE Test dLots. ASHRAE: Amedcan eating, Refriglerating and Am�COnddlon ".. Testing Materials. DING TH 1.7AL ENVELOPE. The ba ferment Gxtenor ls, floor, roof and any other building .,T,._ •4y.' sertiam that enclose conditioned spaces. CONDITIONED SPACE: For energy purposes, space "e, 'Within a building that is provided with heating and/or cooling equipment or systems capable of maintaining, through design or heat loss /gain, 50 °F (10 °C) during the heating season and 85'F (29'C) during the cooling season, or communicates directly with a conditioned space. For mechanical purposes, an area, room or space being heated or cooled by any equipment or appliance. (WSEC 201). HSPF: Heating Season Performance Factor. fill National Fenestration Rating Council. (U.) 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 comes from outside (outdoors) plus any recirculated air that has been treated to maintain desired quality of air within a designated space. Chapter 3 • DESIGN CONDITIONS U4 HEATING AND COOLING: A building that is designed to be both heated and cooled shall meet the more stringent of the heating or cooling requirements as required in this code when requirements of the exterior envelope differ. (WSEC 301.2) 05 EXTERIOR DESIGN CONDITIONS: The heating or cooling outdoor design temperatures shall be selected from Table 3- 1.(WSEC 302.1) ® 476 INDOOR DESIGN TEMPERATURE: Indoor design 9 temperature shall be 70' for heating and 78- for cooling. (WSEC 302.2.1) Chapter 4 • SYSTEM ANALYSIS BUILDING DESIGN 07 GENERAL: This chapter establishes design criteria in terms of total energy use by a building, including all of its systems. Analysis of design for all single - family residential shall comply with Sections 402.1 through 402.6. In addition, the design shall comply with the additional energy efficiency requirements of Chapter 9. (WSEC 401.1) 08 CALCULATING ENERGY rm NSUM : The application for a building parmit shall Include documentation which demonstrates, using calculation procedure as Aeted In Chapter 8, or an approved alternate, that the proposed buikkng's annual space heating , space cooling and domestic hot water heating energy use Hoes not exceed the annual space heating, space cooling and dom hot water heating energy 'use of a Stan 1 conforming to Chapter 5 of thia30ode for ih 'rate climate zone.. .v. (WSEC 401 INFIL ATION: Infiltration levels used shall be set at n^`35 a)F changes per hour for thermal calculgry'on ..purposes only. (WSEC 40gftr$)- " y 00 JCJR_ =Ka l;1TV,jAi'10„'r::l ielfldJ_IiL PENfillillillilit. 9 that are heated or maig Ily cooled shall be constructed so as to pro required thermal performance of the various ),ompo ents. A building that is designed to be th 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. (WSEC 501) [Oil WALL INSULATION: WSEC 502.1.4.6 Insulation installed in exterior walls shall comply with the provisions of this section. All wall insulation shall fill the entire framed cavity. Exterior wall cavities isolated during framing shall be fully insulated to the levels of the surrounding walls. All faced insulation shall be face stapled to avoid compression. 12 FLOOR INSULATION: WSEC 502.1.4.7 Floorinsulation shall be installed in a permanent manner in substantial contact with the surface being insulated. Insulation supports shall be installed so spacing is no more than 24 inches on center. Foundation vents shall be placed so that the top of the vent is below the lower surface of the floor insulation. 13 FOUNDATION INSULATION: Foundation Insulation shall be in accordance with current WSEC. 502.1.4.8 Slab -on -grade insulation shall be placed on the outside of the foundation or on the inside of the foundation wall. The insulation shall extend downward from the top of the slab for a minimum distance of 24 inches or downward to at least the bottom of the slab and then horizontally to the interior or exterior for the total distance of 24 inches. Above 9 rade insulation shall be protected. Atwo -inch by 2 -inch (maximum) nailer may be placed at the finished floor elevation for attachment of interior finish materials. 14 ATTIC INSULATION: WSEC 502.1.4.5 Roof /Ceiling Insulation: Where two or more layers of rigid board insulation are used in a roof assembly, the vertical joints between each layer shall be staggered. Open -blown or poured loose fill insulation may be used in attic spaces where the slope of the ceiling is not more than 3 feet in 12 and there is at least 30 inches of clear distance from the top of the bottom chord of the truss or ceiling joist to the underside of the sheathing at the roof ridge. When save vents are installed, baffling of the vent openings shall be provided so as to deflect the mourning air above the surface of the insulation. Baffles be rigid material, resistant to wind driven moisture Requirements for baffles for ceiling insulation she#lvl¢., the International Building Code Section 12032 ":�,,., .1,. for minimum ventilation requirements. When feasible,' the baffles shall be Installed from the top of theoutside of the exterior wall extending Inward to a point 6 inches vertically above the height of noncompresse d insulation, and 12 inches Vas ll)+rave loose 011 Insulation. 15 WINDOWS: See Division 8 (8.07) 16 EXTERIOR DOORS: See Division 8 (8.04) 17 VAPORRETARDER: WSEC 502 1.6,1, Vapor retarders shall be installed on the warm'side (in winter) of insulation as specified in the following cases. Exceptions: Vapor retarder Installed with, not more than 1/3 of the nominal R -value between It and the conditioned space. (WSEC 502 „f.6 6 1 }r- 18 VAPOR BARRIER IN DBAWL-SPACE; Agroundcover of 6 mil black poly ore shall be laid over the ground within crawl space ground cover shall be over lapped 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 ". (WSEC 502.1.6.7) 19 WATCHES AND DOORS: See Division 8 (8.05) 20 DUCT INSULATION: See 17.53 21 WATER HEATERS: (WSEC 504.2.1) All electric hot water heaters shall be insulated Hoenig bottom) to R -10 when located in an unheated space or on a concrete Hour. Chapter 6 • PRESCRIPTIVE PATH BUILDING DESIGN 22 GENERAL: (WSEC 601.1) The provisions of this chapter are applicable to all Single - Family residential dwellings. Spaces shall comply with all the requirements of Chapter 5 except for the modifications herein specified. In addition, the design shall comply with the additional energy efficiency requirements of Chapter 9. For duplexes and townhouses, compliance shall be shown on a dwelling- unit by dwelling -unit basis. Averaging is not allowed. 23 VAULTED CEILING INSULATION: WSEC 602.1 Root /Ceiling: Ceilings below vented attics and single - rafter, joist - vaulted ceilings shall be insulated to not less than the nominal R -value specified for ceilings in Table 6 -1 or 6 -2 as applicable. 24 WALL INSULATION: WSEC 602.2 Exterior Walls Both Above and Below Grade: Above grade exterior walls shall be insulated to not less than the nominal R -value specified in Table 6 -1 or 6 -2 as applicable. 1655 SLAB -ON -GRADE INSULATION: All slab -on -grade insulation shall comply with Tables 6 -1 or 6 -2 of this Section. (WSEC 602.4) TABLE R401.4.1 PRESUMPTIVE LOAD- BEARING VALUES OF FOUNDATION MATERIALS' CLASSOFM TERIAL Crystalline bedrock Sedimentall and foliated rock Saudy ardvel and/or br tvel (G V1 and GP) Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW, SP. SM, SC, GM and GC) Clay, sandy clay, silty clay' Stir and sandy silt W li),,, (CL, ML, Mfd'�d LOAD - BEARING PRESSURE pounds_ Per square foot) 12,000__ 4.000 3,000 w r 2,000 1,500° it 3, 4, cPF TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE MINIMUM SPECIFIED COMPRESSIVE STRENGTH' (I',.) W ssuaring Posbortitila TYPE OR LOCAll OF CONCRETE CONSTRUCTION Neglg ble Moderate Svelte _.- o r neaten[ woF15 foundations and other concrete nor 2,500 2,500 2,50U eh ?d to the tl Busmen, slnl id t for. thsongrade, ,sept 1,WU 2500 2500` cr n ,,,age lio IVs BalennInt all tionnalrawn all,. t' - I C red - 3.0(101° 1,(100° 1011 (v I k p dI t 9th -r I rrnhe .pen sIckund steps s,pos,d us the ather ecll Idbs 2.500 _ 3,000 1°' 3,500n.. and a ap F ST I l m ad l eb r895ken 28 > p 1 Ac l,ble 0012( ❑b vnncl t_potcalel. ( ,rorw rffi n thr, rer, 0. subject to y and ck gl 1 babe ici . 1 'Ili nrreI d( ea,ws, 'lllb tti I. rll et 1f1. II, 'I f t).M1III .l linal 5p Ir11,11 ( ],an 7 p r.cerl . S S R40221 - nn t t t I cir laia, l th oocled f 1 d t t dic nna[al ,t l (Isercerl 1, vol,mo orclrerele) to lnl less tern 3 peren spemletl- tTespmIDed rnpr­osc s1r,119111 4becot t is increased e eticssbr 4OWT,_ TABLE R302.6 DWELLINGIGARAGE SEPARATION From the residence and attics Not less thary 1/2 -inch gypsum board or - � equivalent applied to the garage side - Not less than 5/8 -inch Type X gypsum From all habitable roams above board or equiivalent Structure(s) supporting the garage floor /telling assemblies used for separation Garages common for multiple un n required by VITS section Structure(s) supporting floor /ceiling - assemblies used for separation required Not less than 112 -inch gypsum board or equivalent by this section - Garages located less than 3 feet from a Not less than 1/2 -inch gypsum board or equivalent dwelling unit on the same lot applied to the interior side of exterior walls that are - within this area For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm. TABLE 409.9 Far SI'. Imbkfat pre, mlmde- 00004719 risk I In. =908 kg, l robe fora per minua(rer sN,uare him = 000508m9(s rat). C = HF) 321/1.8. 1 squaw far = 00929ms. a Bued upon rer onwplable tsar area. L. MecMnkal wheuar mquiral and cla recirrulnrionof eV frou,...Is ,ces is prohibited (.a har,ran 403.2.1. I.m 3) . c. spaces manned or commas and below 50 -F are rot tv ered by ruses requirerrem uNss are onzir anry is emnauous. d. Viretunuon.ynerra In ando tl Won, Puffin shall empty of Section 404. e. Rarearererwammlm oa final luhemmxhan MnmvlAxAwAoro. oAnA .nlM1o.,.,,. we.eemedadMrcn r. mrh -mil, I. Rats are 11. untrisorharvnse odicaled The higher mteehall Mprm dad wherrla eadams, ,cson admi red mOpenre mmorinenly.The lowemte shell be permutral where e,, cytti,ar sprain is dsipay! to aperateconenuously during normal l,om If Im I Macharmi assn sr is r yvuedaM recircranuna prohibiredesscept that ecirculaWnavarn by ersrurredwMre me wasongsupplyanomam consists ofnor more than 10 remain air recb,vined Fmm class spots. tree section 403.2.. hers 2 and 41 . h. Fur rod salons. tiny required communist shall include w oulaaon reblr, to mher...pors that capmrr he occamiwms and adore ac rM1ei, anurce and ar, capable or eats- snrrga tr ri mum or 50 am per aca mn. OD 00 Ln . ch N (V ZX Q MIL C ZO (`7 Lo U LO U ON C WOr'� Q � W W� O ® Q O Z Z ID �0 w 3 W " 3 Z3 FH W W O� H Z _ H lT O CV Nt Nt 10 -10 -11 Selected Building Code Requirements WSEC EC 1 i 1 OF 3 1 - � - Private dwellings,.vnyle and mWapie Garages common for multiple un n - - - 015 Garages separate for each doollvare - - - IN cfm "car Kitchens' - - 25/1001 Liven gareas` 0.35 bat not lets - Based u on manber o p - n 15 dean IS UMpetson bedrooms FOSt bedrmm 2'each adelllor.1 bedrown 1 Toilet rmma and bathrmareA - 2111 Far SI'. Imbkfat pre, mlmde- 00004719 risk I In. =908 kg, l robe fora per minua(rer sN,uare him = 000508m9(s rat). C = HF) 321/1.8. 1 squaw far = 00929ms. a Bued upon rer onwplable tsar area. L. MecMnkal wheuar mquiral and cla recirrulnrionof eV frou,...Is ,ces is prohibited (.a har,ran 403.2.1. I.m 3) . c. spaces manned or commas and below 50 -F are rot tv ered by ruses requirerrem uNss are onzir anry is emnauous. d. Viretunuon.ynerra In ando tl Won, Puffin shall empty of Section 404. e. Rarearererwammlm oa final luhemmxhan MnmvlAxAwAoro. oAnA .nlM1o.,.,,. we.eemedadMrcn r. mrh -mil, I. Rats are 11. untrisorharvnse odicaled The higher mteehall Mprm dad wherrla eadams, ,cson admi red mOpenre mmorinenly.The lowemte shell be permutral where e,, cytti,ar sprain is dsipay! to aperateconenuously during normal l,om If Im I Macharmi assn sr is r yvuedaM recircranuna prohibiredesscept that ecirculaWnavarn by ersrurredwMre me wasongsupplyanomam consists ofnor more than 10 remain air recb,vined Fmm class spots. tree section 403.2.. hers 2 and 41 . h. Fur rod salons. tiny required communist shall include w oulaaon reblr, to mher...pors that capmrr he occamiwms and adore ac rM1ei, anurce and ar, capable or eats- snrrga tr ri mum or 50 am per aca mn. OD 00 Ln . ch N (V ZX Q MIL C ZO (`7 Lo U LO U ON C WOr'� Q � W W� O ® Q O Z Z ID �0 w 3 W " 3 Z3 FH W W O� H Z _ H lT O CV Nt Nt 10 -10 -11 Selected Building Code Requirements WSEC EC 1 i 1 OF 3 1 W.S.E.C. REQUIREMENTS (continued) Selected Codes, Requirements and Specifications excerpted andeor paraphrased from the WASHINGTON STATE ENERGY CODE (WSEC). 26 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) IEPJI PIPE INSULATION: See Division 15 (15.31) 26 MISC. INSULATION: See Division 7 (7.12) Mijl AIR LEAKAGE: The requirements of this section shall apply to all buildings and structures, or portions thereoll and only to those locations separating outdoor ambienp conditions from interior spaces that are heated or mechanically cooled. See WSEC Section 502.4 thru 502.4.5. 10301 ROOF /CEILINGS: WAC 1313.2 Roof /ceiling assemblies where the ventilation space above the insulation is less than an average of 12 inches shall be provided with a vapor retarder (See Exceptions) W31111 ROOF VENTILATION / BARRIER: R806.2 As an alternative, the net free cross - ventilation area may be reduced to 1/300 when a Class I or II vapor barrier is installed on the warm -in- winter side of the ceiling. 32 COMBUSTION AIR: See 15.12 Chapters 7 thru 12 • Not Cited Here (see WSEC) Chapters 13 • BUILDING ENVELOPE 11V3 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. (WAC 1301) EXCEPTIONS. 1. Greenhouses isolated from any conditioned spaice 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 tc3 Group R occupancy. 4. Unstaffed equipment shelters or cabinets used solely for personal wireless service facilities. 94 SPACE HEATINGTYPE: (WAC 51 -11 -1302) Forthe Pulrpose of determining building envelope requirements, the following two categories comprise all space heating types. Electric Resistance: Space heating systems which use electric resistance elements as the primary heating systems including baseboard, radiant, and forced air units where the total electric resistance heat capacity exceeds one watlt per square foot of the gross conditioned floor area. EXCEPTION: Heat pumps and terminal electric resistance heating in variable air volume distribution systems. Other: All other space heating systems including gas, solid fuel, oil, and propane space heating systems and those; systems listed in the exception to electric resistance. 35 INSULATION REQUIREMENTS: All insulation materials shall be installed according to the manufacturrer's instructions to achieve proper densities, maintain clearances and maintain uniform R- values. To the maximum extent possible, insulation shall extend over the full coo one nt P e area to the intended R- value. WAC 51 -11 -1311 1 See Table ( ) le S•t 36 ROOF / CEILING INSULATION: See Chat 5' 3T WALL INSULATION: See Chapter 5 I -- 1819 FLOOR INSULATI ter 5 1� SLAB -ON -GRA D ' See Chapte ` 4U RADIA (, below gfa{�/: Slab- on-grade insane d`bWtjward from the top of the slab a nee of 3 dos rd to the top of the footing and horizontal for an aggregate of not less than 36 inches. If `s," oft qurrefgby the Building Official, where soil conditions *CRAWL *1 I suiaapn, the entire area of a radiant floor shall , from the soil. (WAC 1311.6) RE CONTROL: See Chapter 5 & 6 SPACES: See Chapter AIR LEAKAGE: See Chapter 6 Chapter 14 • BUILDING MECHANICAL SYSTEMS 44 SCOPE: This section covers the determination of requirements, system and component performance, control requirements and duct construction. (WAC 1201.1) 45 GENERAL REQUIREMENTS: WAC 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. I Complex Systems; Sections 1430 through 1439. c. Systems Analysis; See Section 1141 A 46 HVAC GENERAL REQUIREMENTS: WSEC 503.4 HVAC Equipment Performance Requirements: All heating equipment shall meet the requirements of the National Appliance Energy Conservation Act (NALCA) and be so labeled. Equipment shall also comply with Section 1411. 47 COMBINATION SPACE AND SERVICE WATER HEATING: (WSEC 504.2.1) Performance Efficiency: Domestic water heating equipment shall comply with the applicable efficiencies listed in Tables 14 -1 A through 14 -1 G. All electric water heaters in unheated spaces or on concrete floors shall be placed on an incompressible, insulated surface with a minimum thermal resistance of R -10. 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 ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy Factor (EF) or a Combined Annual Efficiency (CAE) of not less than the following: Duct tightness shall be verified by either of the following: Post - Construction or Rough -in tests. See Also 503 10.1 & 503.10 .2 53 DUCT WORK: INSULATION: WSEC 503.9 Air Handling Duct System Insulation: Ducts, plenums and enclosures installed in or on buildings shall be thermally insulated per Table 5 -11. 54 PIPING: INSULATION: See Division 15 (15.31) SECTION 1420 • SIMPLE SYSTEMS RE UIREMENTFOR WESTE N WASHINGTON TABLE 6 -1 PRESCRIPTIVE REQUIREMENTS" FOR SINGLE- FAMILY RESIDENTIAL CLIMATE ZONE 1 G"ieriq Glazin l- Factor War { -- Wall* N /all* Slabs Cption Area ` I' Ceiling' VnLltcd Allure in- ext Flood on o`Fkmr Vertical Wernead" L -Faccr c, rg Gr�dp Below Below Grad, 3ratle Grade 1. 13% 034 0.50 020 R -49 VI R- ': R it R -21 RTNad, '1B 2 li 25% 092 050 220 It 496[ 12 3x °t A -21 inP R -21 R -10 1i -30 R -10 R-38 adv d' TR 2' RL Uglimiurl 0.30 0.50 0.20 R49or R -" R -21IoP R -21 R -10 R -30/ R -10 R -38tdc i3T LET I1 -0 029 2- 55 CONTROLS: WSEC 503.8.1.3 When used to control both Energy Factor (E F) Combined Annual' Effrci®c (CAE) <50 anon stone OSR 071 SO to 70 allon sutra c 057 071 >70 gallon storage 1 0.55 0.70 Duct tightness shall be verified by either of the following: Post - Construction or Rough -in tests. See Also 503 10.1 & 503.10 .2 53 DUCT WORK: INSULATION: WSEC 503.9 Air Handling Duct System Insulation: Ducts, plenums and enclosures installed in or on buildings shall be thermally insulated per Table 5 -11. 54 PIPING: INSULATION: See Division 15 (15.31) SECTION 1420 • SIMPLE SYSTEMS RE UIREMENTFOR WESTE N WASHINGTON TABLE 6 -1 PRESCRIPTIVE REQUIREMENTS" FOR SINGLE- FAMILY RESIDENTIAL CLIMATE ZONE 1 G"ieriq Glazin l- Factor War { -- Wall* N /all* Slabs Cption Area ` I' Ceiling' VnLltcd Allure in- ext Flood on o`Fkmr Vertical Wernead" L -Faccr c, rg Gr�dp Below Below Grad, 3ratle Grade 1. 13% 034 0.50 020 R -49 VI R- ': R it R -21 RTNad, '1B 2 li 25% 092 050 220 It 496[ 12 3x °t A -21 inP R -21 R -10 1i -30 R -10 R-38 adv d' TR 2' RL Uglimiurl 0.30 0.50 0.20 R49or R -" R -21IoP R -21 R -10 R -30/ R -10 R -38tdc i3T LET I1 -0 029 2- 55 CONTROLS: WSEC 503.8.1.3 When used to control both * Rcfcrence Oise a heating and cooling, it shall be capable of being set from 55 °F . to 85 °F and shall be capable of operating the system heating 0. Nominal R- xalncs are unworn] frame assemblies only or assemblies bull(in accordanoc with Scorn 601.1. and cooling in sequence. The thermostat and /or pull system shall have an adjustable dra dband of not loss than 1. Minimum regulremems fpT, ...pptiohtleed For example, if a propooed design has a glazing ratio to the conditioned floor 10 °F area ofl5 %it shall oompia the requirements ofihe75% glazing option (or higher). ProposeddesigreswNchcannot 3 4 meet the speck rcgmii lonis of a listed opno rabove may calculate compliance by Clapters 4 or 5 of Oils Code. 5 3 2. RequrremeurpphC�tonll cehelplexcept single miter or)oist vaulted ccihngs complying will' nom 3 _'Adv'dertotes SECTION 1430•CDMPLEX SYSTEMS .Ad, awed Fmtapll,Cnlatg. Not Cited Here (see WSEC) 3_ Requirement applicable only to singleuiner orjoist canned ceilings. a 30 4 4. Below grade walls shall be irpWSted either on the estedor to a minimum level of R-10 continuous. or the interior as SECTION 1440• SERVICE WATER HEATING fmmedwill E,teriorinsWotion insmled on below guide walls shall be a orderteslslanlmmcnal, namdernmed for asurended I 50 6 use, and n l'secording to tie manufacturers specdi caio s. See Sedan 602 2, 56 WATER HEATING INSTALLATION: (See Sec. 1441) 5. 11116ntvocrcmwi spaces oresposed to ambient air conditions. 66 80 ys 6. 13 Blab penance insulation shall be a water resistant maten:d, mamdactured for its attended asa, and installed Chapters 15 thru 20 •Not Cited Here (see WSEC) ` r. accor u(fm'rnanufacturers spccificatiore. Scc Scchon6024 For slabs inside a foundation wan. Ole insulation shall be installed '�. Monolithic sh ll i i n li a <', to pfosrdca thcrmalb elk(TP)bcnvxnthe slab edge and the foundation sabss a unlade ill abort, installed outside the foradapon stall, and shall estcud downward from the top of the slab for a Turanian dismnce of 24 indms or 55 CONTROLS: WSEC 503.8.1.3 When used to control both * Rcfcrence Oise a heating and cooling, it shall be capable of being set from 55 °F . to 85 °F and shall be capable of operating the system heating 0. Nominal R- xalncs are unworn] frame assemblies only or assemblies bull(in accordanoc with Scorn 601.1. and cooling in sequence. The thermostat and /or pull system shall have an adjustable dra dband of not loss than 1. Minimum regulremems fpT, ...pptiohtleed For example, if a propooed design has a glazing ratio to the conditioned floor 10 °F area ofl5 %it shall oompia the requirements ofihe75% glazing option (or higher). ProposeddesigreswNchcannot 3 4 meet the speck rcgmii lonis of a listed opno rabove may calculate compliance by Clapters 4 or 5 of Oils Code. 5 3 2. RequrremeurpphC�tonll cehelplexcept single miter or)oist vaulted ccihngs complying will' nom 3 _'Adv'dertotes SECTION 1430•CDMPLEX SYSTEMS .Ad, awed Fmtapll,Cnlatg. Not Cited Here (see WSEC) 3_ Requirement applicable only to singleuiner orjoist canned ceilings. a 30 4 4. Below grade walls shall be irpWSted either on the estedor to a minimum level of R-10 continuous. or the interior as SECTION 1440• SERVICE WATER HEATING fmmedwill E,teriorinsWotion insmled on below guide walls shall be a orderteslslanlmmcnal, namdernmed for asurended I 50 6 use, and n l'secording to tie manufacturers specdi caio s. See Sedan 602 2, 56 WATER HEATING INSTALLATION: (See Sec. 1441) 5. 11116ntvocrcmwi spaces oresposed to ambient air conditions. 66 80 ys 6. 13 Blab penance insulation shall be a water resistant maten:d, mamdactured for its attended asa, and installed Chapters 15 thru 20 •Not Cited Here (see WSEC) ` r. accor u(fm'rnanufacturers spccificatiore. Scc Scchon6024 For slabs inside a foundation wan. Ole insulation shall be installed '�. Monolithic sh ll i i n li a <', to pfosrdca thcrmalb elk(TP)bcnvxnthe slab edge and the foundation sabss a unlade ill abort, installed outside the foradapon stall, and shall estcud downward from the top of the slab for a Turanian dismnce of 24 indms or Standard Water Heater Sizing Nuilali pt 019heaorrta 1 1 1 to 1.5 2 2 to 25 3 3 to 3. ,. E Numbaar Bedrooms 1 1 2 2 3 3 2 2 3 3 4 4 5 5 3 3'. 4 4 $ EE Nommai Tent Size 2 20 3 30 4 40 3 30 5 50 5 50 6 66 5 50 R RR° 6 66 80 y-F :(downward and then horizont ally for a minimum combined distance OF24 locks, Monolttlac slabs shall also include R -10 initiation under the non- load - bearing portions of the slab_ fit denotes standard training 16 inches on center xvith headers involuted with a m mmum of R -10 insulation_ 8. Revelled. a 9. Doors, including all fro dooa, shall be assigned default U- factors front Table 10-66. 10. N here a maximum glazing arcs is listed, the total glazing area (combined vertical plus oigmead) as a percent a' ne" conditioned than 'o ed floorarea shall be less tn or equal to Thal value. Overhead glazing will' ll facmr oCU�.35 or less is not included iigla ingarealimitations. 11. Overhead glazing shall lave U- factors determined in accordance with N`RRC 100 or as specified in Section 502.15. PRE- "I TRU66E5a24'o4 12. Log and solid timbenalls with minimwn average thickness of35 "are exempt CronLLhis ilssulalien requirement 49 PACKAGED ELECTRIC HEATING AND C ' NG 15' ASPUaLT rEU , \Y6E =_ Row ERY'IG. FOR ErrcA; EQUIPMENT: For equipment which provides bbih heating ,,Hand. eAEELE and cooling in one package unit, inclu heat pumps with z� electric heating and cooling and as- units with as A]Plte Los C,44E T E 9 9 CAS r�R Elm 'e eAL7 E heating and electric cooling, '' need only be 5CR1'e VENT BLKG demonstrated for the larger o he space heating or space I¢ vcn &LEATBNG cooling for 2the seed system size. to BE (WSED 1 on 1) - ogelNED BY IIx5W_4TYJN 114NJF. On 4S 'I'N�MPERATURE CONTROLS: WSEC 50.3.8.1 The primary f.' ' space conditioning system within each 'fling unit shail lot. • , provided with at least one progr thermostat for the regulation of temperature The shall allow tor, at a minimum, a 5 -2 programmable schedufaj(weekdays/ weekends) and be capable'otproviding &,least two programmable setback periods per day. Each additional system provided within a dwelling unit shall be provid Nth at least. one adjustable thermostat for the regal Temperature. The thermostat shall allow for, at a mi , a 5- 2..M9ranvrg#Ae schedule (weekdays/ xn. -- Al 0 ,, IDI CONTROLS: WSEC 503.8.2 If a system is V e pad 6t#pear s for adding moisture to maintain speoffic selected relative humidities in space or zones, a hlhtiituidat shall be provided. Humidistats shall be capable of being llet to prevent new energy from being used to produce space-relative humidity above 30 %. P h S1 DAMPERS: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with motorized dampers which close automatically when system is shut off or upon power failure. (WAC 51 -11- 1412.4.1) Exceptions: 1. Systems which require continuous operation. 2. Combustion Air intakes. 3. Gravity (nonmotorized) relief dampers are accept able in equipment with less than 5,000 vim total supply flow when in buildings less than three stories in height. 4. Type I Grease hoods exhaust. 52 DUCT WORK: SEALING: WSEC 503.10.3 All ducts, air handlers, filter boxes, and building cavities used as ducts shall be sealed. Joints and seams shall comply with Section M1601.3 of the International Residential Code or Section 603.9 of the International Mechanical Code. Duct tightness testing shall be conducted to verity that the ducts are sealed. A signed affidavit documenting the test results shall be provided to the jurisdiction having authority by the testing agent. When required by the building official, the test shall be conducted in the presence of department staff. 5,4 x FASCIA U T EROVER J 5/4 - 2- en&TOP PLATE TYPICAL WALL CONS-RIICTIq.' VARIE5 REQUIREMENT FOR EASTERN- WASHINGTON TABLE 6 -2 InsuL. PER cocE PRESCRIPTIVE REQUIREMENTS "' FOR SINGLE- FAMILY RESIDENTIAL CLIMATE ZONE 2 CODE R -38 BATT OPTION APFRO'hJ ROCFIVG MATERIAL - ERE nANUF rRUSSSS s 2a• cc. 15• a5P44Li F_Lr - rSEE ROOF FRMG. Po4 PRCH) 'HELL. BAF=LE P I A ANTI PPROVEJ INIRRC _ E A A � 5 PER EWi'G ,. LCS. � - SOR+° VENT BLK'G � lo' NOM 5LEATUIING 4• GoT-ER orR 5/4 x a' FASCIA T`PICAL WALL CGN5- RuCTlg1 VARIES i;R-49 BLOWN -IN 5/5 are 2 2x TOP PLATE Glazing Glazin h- Factor Wall ' Well• Wall• Slab' Option Area Door' Gelling' Vaulted Above 'n14 ext Floors on X of Floor Vertical Overhead" U Factor Cei rig'' Grade Below Below Grade GAde Grade 1. 120 0.32 O.AT 020 R -49or R -38 R -21 R -21 R -12 R -30 A -102' R -39 adv int' 11" it.- ti% 0.32 0.50 020 R49or R -:38 R -19 R -21 R -12 R -30 R -lug' R 39 adv R-5 Im nil. Uniinu[N 030 050 0.20 I2A9 or R -38 I2 -19+ R -21 R -12 R-30 k_b" R-38 8adv R -5 'rR * NCtem /see lase 0_ Nominal R- values are for wood fame asseadtlies only or assemblies audit in accordance wi lh Section 6011. 1. Muunmm requirements for each option fisted. For esanrpll do pmposRd design has a glazing ratio to the conditioned floor area of 13 %n, it shall comply w ith all of the requirements afire 13% glazing option (or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirementapplies to all ceilings exceptsingle railer orjoist vaulted agilings complying with note 1, 'Ads denotes Advanced Finned Ceiling r. Requirement applicable only to single mficror o st sauna ceilings. a 7 4_ Below grade walls stall be insulated either on the exterior toanummuna lcsrol of R -12 cominurnrs. or on the interior asa I trained wall. Extc lw iasuadon installed on below grade walls shall be a waiter resistant ramrod, nanufactured for its intended use. and installed according to the rmmdacmrers specifications See Seeliour 6022. -IAINTAIN 5. Flwnovercmwl spacsoreuposedtoatibientwrwnditions. r AIR BE 6. Required slab nowner insulation shall be a water resistant malenal, rouve facmred for its intended use, and insulted of PER CODE according to manufacturer's specilicatiorn. See Section 602.4. For slabs inaude a foundation wall. the insulation shall be installed to provide a thermal break (TB) between lire slab edge mid the foundation. Mlorrolithic slabs shall include ins fli Lion, installed outside the foundation wall, and shall extend downward from the lop of the slab for a minimum distance of 24 inches or downward and then horizontally for a minimum combined distance of 24 inches. Monolithic slabs shall also Nature 11-10 irut1le imr Under the non-load- bearing ponions of the slab. 7. hit denotes standard burning 16 irnhes on center with headers usulatedl with a itunimom of R40 insulation. INS,_47ION PER CODE x. Resencd. p 9. Doors, including all fire doorsi shall be assigned default U-fnaors Iran, Table 10 -6C. 10. Where a into amur glazing area is listed, the total glazing area (conbtrn al vettical plus overhead) as a percent of gross 4�.�.r conditimled floor area shall be less than or equal to than vase. Overhead Ionizing olh U- Igclorof U =235 or less is non included I O I T I ON to glaring call limitations lzng hat area 1 L Orerlead glazing shall have U- (xenon dcmrndvcd in accordance with NIFRC 100 or as specified in Sechan 502E 5_ 12. Log and solid tiroberwalls with a minimum average thickness of 3.5" ate exempt from this insulation requirement Ne, O DD L0 ■ (`7 04 N ZX ■� L�L Z O /Z 00 to E V ^ 0 t U N v W O, Q � W N WCa,E G <Q U 0 > Q _ M04Z 03 i W '� 3 3 Q i N LU W W O� Z= Cis. O N 10 -10 -11 W.S.E.0 Requirements EC 2 1 2OF3 1 E On 4S 'I'N�MPERATURE CONTROLS: WSEC 50.3.8.1 The primary f.' ' space conditioning system within each 'fling unit shail lot. • , provided with at least one progr thermostat for the regulation of temperature The shall allow tor, at a minimum, a 5 -2 programmable schedufaj(weekdays/ weekends) and be capable'otproviding &,least two programmable setback periods per day. Each additional system provided within a dwelling unit shall be provid Nth at least. one adjustable thermostat for the regal Temperature. The thermostat shall allow for, at a mi , a 5- 2..M9ranvrg#Ae schedule (weekdays/ xn. -- Al 0 ,, IDI CONTROLS: WSEC 503.8.2 If a system is V e pad 6t#pear s for adding moisture to maintain speoffic selected relative humidities in space or zones, a hlhtiituidat shall be provided. Humidistats shall be capable of being llet to prevent new energy from being used to produce space-relative humidity above 30 %. P h S1 DAMPERS: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with motorized dampers which close automatically when system is shut off or upon power failure. (WAC 51 -11- 1412.4.1) Exceptions: 1. Systems which require continuous operation. 2. Combustion Air intakes. 3. Gravity (nonmotorized) relief dampers are accept able in equipment with less than 5,000 vim total supply flow when in buildings less than three stories in height. 4. Type I Grease hoods exhaust. 52 DUCT WORK: SEALING: WSEC 503.10.3 All ducts, air handlers, filter boxes, and building cavities used as ducts shall be sealed. Joints and seams shall comply with Section M1601.3 of the International Residential Code or Section 603.9 of the International Mechanical Code. Duct tightness testing shall be conducted to verity that the ducts are sealed. A signed affidavit documenting the test results shall be provided to the jurisdiction having authority by the testing agent. When required by the building official, the test shall be conducted in the presence of department staff. 5,4 x FASCIA U T EROVER J 5/4 - 2- en&TOP PLATE TYPICAL WALL CONS-RIICTIq.' VARIE5 REQUIREMENT FOR EASTERN- WASHINGTON TABLE 6 -2 InsuL. PER cocE PRESCRIPTIVE REQUIREMENTS "' FOR SINGLE- FAMILY RESIDENTIAL CLIMATE ZONE 2 CODE R -38 BATT OPTION APFRO'hJ ROCFIVG MATERIAL - ERE nANUF rRUSSSS s 2a• cc. 15• a5P44Li F_Lr - rSEE ROOF FRMG. Po4 PRCH) 'HELL. BAF=LE P I A ANTI PPROVEJ INIRRC _ E A A � 5 PER EWi'G ,. LCS. � - SOR+° VENT BLK'G � lo' NOM 5LEATUIING 4• GoT-ER orR 5/4 x a' FASCIA T`PICAL WALL CGN5- RuCTlg1 VARIES i;R-49 BLOWN -IN 5/5 are 2 2x TOP PLATE Glazing Glazin h- Factor Wall ' Well• Wall• Slab' Option Area Door' Gelling' Vaulted Above 'n14 ext Floors on X of Floor Vertical Overhead" U Factor Cei rig'' Grade Below Below Grade GAde Grade 1. 120 0.32 O.AT 020 R -49or R -38 R -21 R -21 R -12 R -30 A -102' R -39 adv int' 11" it.- ti% 0.32 0.50 020 R49or R -:38 R -19 R -21 R -12 R -30 R -lug' R 39 adv R-5 Im nil. Uniinu[N 030 050 0.20 I2A9 or R -38 I2 -19+ R -21 R -12 R-30 k_b" R-38 8adv R -5 'rR * NCtem /see lase 0_ Nominal R- values are for wood fame asseadtlies only or assemblies audit in accordance wi lh Section 6011. 1. Muunmm requirements for each option fisted. For esanrpll do pmposRd design has a glazing ratio to the conditioned floor area of 13 %n, it shall comply w ith all of the requirements afire 13% glazing option (or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirementapplies to all ceilings exceptsingle railer orjoist vaulted agilings complying with note 1, 'Ads denotes Advanced Finned Ceiling r. Requirement applicable only to single mficror o st sauna ceilings. a 7 4_ Below grade walls stall be insulated either on the exterior toanummuna lcsrol of R -12 cominurnrs. or on the interior asa I trained wall. Extc lw iasuadon installed on below grade walls shall be a waiter resistant ramrod, nanufactured for its intended use. and installed according to the rmmdacmrers specifications See Seeliour 6022. -IAINTAIN 5. Flwnovercmwl spacsoreuposedtoatibientwrwnditions. r AIR BE 6. Required slab nowner insulation shall be a water resistant malenal, rouve facmred for its intended use, and insulted of PER CODE according to manufacturer's specilicatiorn. See Section 602.4. For slabs inaude a foundation wall. the insulation shall be installed to provide a thermal break (TB) between lire slab edge mid the foundation. Mlorrolithic slabs shall include ins fli Lion, installed outside the foundation wall, and shall extend downward from the lop of the slab for a minimum distance of 24 inches or downward and then horizontally for a minimum combined distance of 24 inches. Monolithic slabs shall also Nature 11-10 irut1le imr Under the non-load- bearing ponions of the slab. 7. hit denotes standard burning 16 irnhes on center with headers usulatedl with a itunimom of R40 insulation. INS,_47ION PER CODE x. Resencd. p 9. Doors, including all fire doorsi shall be assigned default U-fnaors Iran, Table 10 -6C. 10. Where a into amur glazing area is listed, the total glazing area (conbtrn al vettical plus overhead) as a percent of gross 4�.�.r conditimled floor area shall be less than or equal to than vase. Overhead Ionizing olh U- Igclorof U =235 or less is non included I O I T I ON to glaring call limitations lzng hat area 1 L Orerlead glazing shall have U- (xenon dcmrndvcd in accordance with NIFRC 100 or as specified in Sechan 502E 5_ 12. Log and solid tiroberwalls with a minimum average thickness of 3.5" ate exempt from this insulation requirement Ne, O DD L0 ■ (`7 04 N ZX ■� L�L Z O /Z 00 to E V ^ 0 t U N v W O, Q � W N WCa,E G <Q U 0 > Q _ M04Z 03 i W '� 3 3 Q i N LU W W O� Z= Cis. O N 10 -10 -11 W.S.E.0 Requirements EC 2 1 2OF3 1 E 4• GoT-ER orR 5/4 x a' FASCIA T`PICAL WALL CGN5- RuCTlg1 VARIES i;R-49 BLOWN -IN 5/5 are 2 2x TOP PLATE Glazing Glazin h- Factor Wall ' Well• Wall• Slab' Option Area Door' Gelling' Vaulted Above 'n14 ext Floors on X of Floor Vertical Overhead" U Factor Cei rig'' Grade Below Below Grade GAde Grade 1. 120 0.32 O.AT 020 R -49or R -38 R -21 R -21 R -12 R -30 A -102' R -39 adv int' 11" it.- ti% 0.32 0.50 020 R49or R -:38 R -19 R -21 R -12 R -30 R -lug' R 39 adv R-5 Im nil. Uniinu[N 030 050 0.20 I2A9 or R -38 I2 -19+ R -21 R -12 R-30 k_b" R-38 8adv R -5 'rR * NCtem /see lase 0_ Nominal R- values are for wood fame asseadtlies only or assemblies audit in accordance wi lh Section 6011. 1. Muunmm requirements for each option fisted. For esanrpll do pmposRd design has a glazing ratio to the conditioned floor area of 13 %n, it shall comply w ith all of the requirements afire 13% glazing option (or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirementapplies to all ceilings exceptsingle railer orjoist vaulted agilings complying with note 1, 'Ads denotes Advanced Finned Ceiling r. Requirement applicable only to single mficror o st sauna ceilings. a 7 4_ Below grade walls stall be insulated either on the exterior toanummuna lcsrol of R -12 cominurnrs. or on the interior asa I trained wall. Extc lw iasuadon installed on below grade walls shall be a waiter resistant ramrod, nanufactured for its intended use. and installed according to the rmmdacmrers specifications See Seeliour 6022. -IAINTAIN 5. Flwnovercmwl spacsoreuposedtoatibientwrwnditions. r AIR BE 6. Required slab nowner insulation shall be a water resistant malenal, rouve facmred for its intended use, and insulted of PER CODE according to manufacturer's specilicatiorn. See Section 602.4. For slabs inaude a foundation wall. the insulation shall be installed to provide a thermal break (TB) between lire slab edge mid the foundation. Mlorrolithic slabs shall include ins fli Lion, installed outside the foundation wall, and shall extend downward from the lop of the slab for a minimum distance of 24 inches or downward and then horizontally for a minimum combined distance of 24 inches. Monolithic slabs shall also Nature 11-10 irut1le imr Under the non-load- bearing ponions of the slab. 7. hit denotes standard burning 16 irnhes on center with headers usulatedl with a itunimom of R40 insulation. INS,_47ION PER CODE x. Resencd. p 9. Doors, including all fire doorsi shall be assigned default U-fnaors Iran, Table 10 -6C. 10. Where a into amur glazing area is listed, the total glazing area (conbtrn al vettical plus overhead) as a percent of gross 4�.�.r conditimled floor area shall be less than or equal to than vase. Overhead Ionizing olh U- Igclorof U =235 or less is non included I O I T I ON to glaring call limitations lzng hat area 1 L Orerlead glazing shall have U- (xenon dcmrndvcd in accordance with NIFRC 100 or as specified in Sechan 502E 5_ 12. Log and solid tiroberwalls with a minimum average thickness of 3.5" ate exempt from this insulation requirement Ne, O DD L0 ■ (`7 04 N ZX ■� L�L Z O /Z 00 to E V ^ 0 t U N v W O, Q � W N WCa,E G <Q U 0 > Q _ M04Z 03 i W '� 3 3 Q i N LU W W O� Z= Cis. O N 10 -10 -11 W.S.E.0 Requirements EC 2 1 2OF3 1 E * NCtem /see lase 0_ Nominal R- values are for wood fame asseadtlies only or assemblies audit in accordance wi lh Section 6011. 1. Muunmm requirements for each option fisted. For esanrpll do pmposRd design has a glazing ratio to the conditioned floor area of 13 %n, it shall comply w ith all of the requirements afire 13% glazing option (or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirementapplies to all ceilings exceptsingle railer orjoist vaulted agilings complying with note 1, 'Ads denotes Advanced Finned Ceiling r. Requirement applicable only to single mficror o st sauna ceilings. a 7 4_ Below grade walls stall be insulated either on the exterior toanummuna lcsrol of R -12 cominurnrs. or on the interior asa I trained wall. Extc lw iasuadon installed on below grade walls shall be a waiter resistant ramrod, nanufactured for its intended use. and installed according to the rmmdacmrers specifications See Seeliour 6022. -IAINTAIN 5. Flwnovercmwl spacsoreuposedtoatibientwrwnditions. r AIR BE 6. Required slab nowner insulation shall be a water resistant malenal, rouve facmred for its intended use, and insulted of PER CODE according to manufacturer's specilicatiorn. See Section 602.4. For slabs inaude a foundation wall. the insulation shall be installed to provide a thermal break (TB) between lire slab edge mid the foundation. Mlorrolithic slabs shall include ins fli Lion, installed outside the foundation wall, and shall extend downward from the lop of the slab for a minimum distance of 24 inches or downward and then horizontally for a minimum combined distance of 24 inches. Monolithic slabs shall also Nature 11-10 irut1le imr Under the non-load- bearing ponions of the slab. 7. hit denotes standard burning 16 irnhes on center with headers usulatedl with a itunimom of R40 insulation. INS,_47ION PER CODE x. Resencd. p 9. Doors, including all fire doorsi shall be assigned default U-fnaors Iran, Table 10 -6C. 10. Where a into amur glazing area is listed, the total glazing area (conbtrn al vettical plus overhead) as a percent of gross 4�.�.r conditimled floor area shall be less than or equal to than vase. Overhead Ionizing olh U- Igclorof U =235 or less is non included I O I T I ON to glaring call limitations lzng hat area 1 L Orerlead glazing shall have U- (xenon dcmrndvcd in accordance with NIFRC 100 or as specified in Sechan 502E 5_ 12. Log and solid tiroberwalls with a minimum average thickness of 3.5" ate exempt from this insulation requirement Ne, O DD L0 ■ (`7 04 N ZX ■� L�L Z O /Z 00 to E V ^ 0 t U N v W O, Q � W N WCa,E G <Q U 0 > Q _ M04Z 03 i W '� 3 3 Q i N LU W W O� Z= Cis. O N 10 -10 -11 W.S.E.0 Requirements EC 2 1 2OF3 1 E W.S.E.C. REQUIREMENTS (continued) VENTILATION OPTIONS M1507.1 General. Source specific exhaust ventilation is required in each kitchen, bathroom, water closet, laundry room, indoor swimming pool, spa, and other rooms where water vapor or cooking odor is pro- duced. The minimum source specific ventilation effective exhaust capacity shall not be less than levels specified in Table M1507.3. M1507.3 Ventilation rate. Ventilation systems shall be designed to have the capacity to exhaust the mini- mum air flow rate determined in accordance with Table M1507.3 TABLE M15073 MINIMUM REQUIRED EXHAUST RATES FOR ONE & TWO- FAMILY DWELLINGS Bathrooms Kitchens Intermittently�,eratin6 50 cfin 100 cfm Continuous operation 20 cfm 25 cfm M1507.3.1 Source Specific Exhaust Fans. Exhaust fans providing source specific ventilation shall have a minimum fan flow rating not less than 50 cfm at 0.25 inches water gauge for bathrooms, laundries, or similar rooms and 100 cfm at 0.25 inches Water gauge for kitchens. Manufacturers' fan flow ratings shall be determined as per HVI 916 (April 1995) or AMCA 210. EXCEPTION: Where a range hood or dowh draft exhaust fan is used to satisfy the source specific venti- lation requirements for kitchens, the range hood or down draft exhaust shall not be less than 100 cfm at 0.10 inches water gauge. M1507.3.2 Source Specific Ventilation Controls. Source specific ventilation systems shall be controlled by manual switches, dehumidistats, timers, or other approved means. Source specific ventilation system controls shall be readily accessible. M1507.3.3 Source Specific Ventilation Ducts. Source specific ventilation ducts shall terminate outside the ; a` building. Exhaust ducts shall be equipped With back -draft dampers. All exhaust ducts in unconditioned spaces shall be insulated to a minimum of IR -4. Terminal elements shall have at least the equivelli n : free area of the duct work. Terminal elements for exhaust fan duct systems shall be screened or otherwise protected from entry by leaves or other matterial. Minimum 50% net free area shall meet the requirements of R303.5. 2009 IRC WHOLZ HOUSE VENTILATION OPTIONS For Whole House Ventilation Rates (cffm) and Calculations see Table "08.2 & S n M1508.3. IRC M1508.4 - Intermittent Whole House Venting Using Exhaust Fans • Whole house fans located 4 feet or less frrom the interior grill shall ha asone rating of 1.0 or less. • All exhaust ducts shall terminate outside the building. sr,: • Outdoor air shall be distributed to each habitable room. IRC M1508.5 — Intermittent Whole House Ventilation Integrated With a Forced Air System • Shall provide outdoor air at the rate calculated using Section M1508.3 • Shall distribute outdoor air to each habitable room through the,Yorced -air syste s. • Outdoor inlet duct shall enter from a terminal element on the outside of the b ng antfWnect tulle return air plenum. • Outdoor inlet duct shall connect upstreamr) of the blower. • The system shall be equipped with a mot (Drized damper connected to the automati Dilation control. • Flow rate shall be field- tested. ., IRC1508.6 - Intermittent Whole House Vertilation Usm p Iy7Ean ;. • Supply fan shall distribute outdoor air to each h le rC➢�, the4orced -air system ducts or through dedicated ducts to each ha I • The outdoor shall be filtered before It is dialiv + h • An outdoor inlet shall be connected to ter th pply or rrn air system. • System shall have a back draft 4amper.01%properly calibrated. IN IRC 1508.7 - Intermittent Wh9 °l.' se Vei ,�on Using a Heat Recovery Ventilation System • All ductwork shall be and i ed O Per hufacturer's specs. • Must meet flow r �M1508. d have filter on the upstream side. • Outdoor inlets 11Wbe Weened and'- PkDerly located. •All supply!. cts - r d space Upstream of the heat exchanger shall be insulated to R -4 All Splems - The whdk,house ventilation fan shall be controlled by a 24 -hour clock timer with the papa °y of cont uousVeration, manual and automatic control. Set to operate 8 hours a day & labeled. TABLE M1508.2 MINIMUM VENTILATION RATES (Continuously Operating Systems) FLOOR BEDROOMS AREA H` 2) 0 -1 2 -3 4 -5 6 -7 >7 <1500 30 45 6075 �s "1- 90 1501 -3000 45 1 60 —- 75 90 105 3001 -4500 60 75 90 105 120 4501 -6000 75 90 105 120 ___ 135 6W1 -7500 _ 90 105 120 135 150 >7500 105 120 135 I50 165 'Ventilation rates in table are minimum outdoor anflow rates measured in cfm. M1508-1 Intermittently Operating Ventilation Systems. The detivered ventilation rate for intermittently V, operating ventilation systems shall be the combination of its delivered capacity from Table Nj!„Q82 and 11 ventilation effectiveness and daily fractional opCltion time from Table M 1508.3. , xr ' "1: Qf = Qr /(af) $ ,° TABLE M y 3 y VENTILATION EFF 'N GVOR Where: INTERMIT�''1 11`r�iQ$ Qf = Outdoor air flow rate Qr = Ventilation air requirement (from Table M1508.2) s = Ventilation effecttvenes,Akom Table M1508.3) f = Fractional operation dune (from Table M 1508.3) 4k Daily Fractional O eration TIItW f ventilation Effectiveness, E f535'% 0.33 35 %o f<60% 0.50 _ 5 inch 0.75 805'x' f 1.0 TABLE 1508.6.2 Prescriptive Supply Fan Duct Sizing ' Supply,4;,k Tested CF-\f at 0 40" WG Specified VOkwx from Tabk3 -2 1`•1ruitum Smooth Duct Diameter Mvnnu m Flemble Duct Diameter 50 - 90 CFYf 4 Inch 5 inch ' 90 - 150 CFD1 5 melt 6 inch 130 - 250 CFItl 6 inch 7 inch 230 -400 CFNI 7 inch 8 inch ' ; r: 1. O 06 tb ■ Lr) N ZX w� O` Z° ('") Z00 ,n >b to V IIIIIIIII L0 V) N LLI c, cc, V W C0 O� 0 CO) � v/ LU W " �4 r V) w uj 1L O� H Z= 1- 01 O ,s N ON It 0 U O FL N O S Z 10 -10 -11 W.S.E.0 Requirements EC 3 - 1r Nor-1. EXTejclaR � OIDINlr (SEe O ^ III` ELEV. 4H7.) 0 'T II YYrr FLG�R TRIIS'SE4 Q "�oI1L tai ITO OK PL4^ JoWSr W Ail ub PEK Q @ lul'a.o. oD Ln —I APKVo RIM OP. Q ep° 277YY ,t� I (ry It 21151 2x4 TOP 16. QGL4. ° /2 o _ M CYW. b. G� WALLS W � 2X° 4TUp5 L ^1 z APKV'v VAPoR tM.FIFR Q 1 v (WHA'PLF �u1KEv) LL /y I I-bM. ExT. o,J J i I y✓ hV �V �HTN4. IN suLAT4ot1 I COPE. Crawl Space — 1 rr Abnf. PELT eK s /,1° T. sL `P PLY WMV O) 25 _ APKV'P NR M.FK. UP FLbcK Z O 1 2x6 Boflerl ft.. `O 26 I J PL. TK'4 etc J&'r G 13 LL` h Q ,:C6 f3LLrt! v15OIlEEV JAPOft h� CAS 1'LF PMN) CO O 14 FARRIER TI-RoJ - TCu-cRAa_ � I G' Iv o.o.) � L) U EF4GE (12" M \. LAE) ' 'II. ... - -:1 0 I I I I 1 , .: Imo'; •- ANGViOR AT IVFI PEk LNJE #A v) z DBL.JST. -- _ I IN5ul os - o FIN. I z y� z F:. SILL =Li: E' n1 EO_IfS -FR ENS. 30 (� OII I I II M Q f �p'Q REI4rORGIN3 64R: W 31 I ,//pp = PER ZINGG40.GS. 1B ` -� L�ll'� 5)/ T: _ RE!NFNra ING BARS W 19 Q DBL.JST, `..' :. '� 'ER ENG"A_GS. 00 O _o - Q o N ' BE_NS P05iS, GONG, °AD5 ! 411 ,y �Ta r M pp ®a LL .PPRJ'JEDCONNEG-ORS v"IN W1 �' g 4 3 Girders I 1 7 EER ENG, c4ce' p rK7 I, .aou ijt. K 1/144 z & Pads I � 0 U q1 pt Z I h� vcP�¢K U VAEI I"-K+cIEK = 0 01 BAWL � I I I NOTE: FOOTING DEPTH MAY VARY DUE ` 10 y� ON V TO LOCAL FROST LINE REQUIREMENTS _I 8 73 - I TYP. TWO STORY CONFIG. n W 04 I by �N O = m I I1J N I I o Q Scale: 3/4 " =1' -0" • 07 7_ yy –1 Foundation 1olsTe,ldo.o. Ol 14161 f- 4, '( LGIb 03 IIJu Flat Work I I GoIt1CA( CW AIV /44�4%� l o o I I o1 1 O N 02 I ILL I 04 S 03 OS m-rr ,yso�. t�lei LcklJy a 04 /" N F 09 �RAUL c r w T gpACE' a N (V Q 2 I I I EIMI / [ollc. Pp,o I I 12 .t - "AfbP F r PAM1RIPi¢ of of 10111Ko ? 0 � � Ds CHECKED _o t. GIRDER DETA_ IL %1 No cale C DRAWN BY �.Q Fi. 1 (Z71k ¢cot1T I IJ 1 I 4, 114 DESIGN oF�tJlca. � hLAt3 I'�'(FIIGY -�I�� _I —n� .5 -225 611 ( (p(o 10 II 1-410 X11 IDetail or I II I p I II section SHEET NUMBER q_ y� o) - 3 �, I o o U A INominator �I III i�I �11 Attention: Building .e'I Number NOTE: While every attempt has PHIS PLAM IS FOR Gd1t Cs k 'iAt P "Jkj r 04LY been made to assure the Division accuracy of these draw- 1 0 F 8 Number\ ings, ALL INFORMATION 02 MUST BE VERIFIED prior CoNright 2012 Northweat Nome Deeigning Inc. \Item toorderingany raw mate- PROVIDE CRAWL SPACE VENTILATION PER IRC. Number nalsorfabricatedcompo- �O FOUNDATION I FLOOR FRAMING PLAN ( 936 S.F.X1 /150= 6.24 S.F. VENT AREAREQ'D.) Tneseuemsloumdoo•sP nests. s EC• meals ndon'S Any structural components sIssilis specified are for reference © Window Nomin. only and must beverified Scale : 1/4" _ �r_Ow O with the ENGINEER OF ,3 Door Nomin. RECORD's'SStteels" and/ oriattached) documents. 03 EL-04] 08 13 12 15 2 D% 29 4 �I N "o _o N 1 N _1 2 rlt�l_ \(rw G1Ps t t'LI11�fAtL Wit- MALILK die •, —___ Place 07 GREAT ROOM DB 04 V -6of- to-1- NI 2x 6 PLUMBING 21 DRAIN WALL LOG, O410;1 is E.F.2 II 151E -_ Q ! I N Nominator 151E Sheet Y %u hND/1EI4oc -UaO �iIgNG.• I�w PC�-T G.LJ.d y'��IE'LTING °.T. BILL P17$ ANG-0R 50LT8 P =r.', ENG. v R J. .� '✓ II. .� ,. 21. of 151E Division 151E Number\ 15® �RZK PriE WS 02 USE QT 130 (100 CFM MIN.) Q ALL KITCHEN 6 WHOLE HOUSE FAN. 17® 1117 17® 6'£C' Sheels (attached). 17 ' ODoor ' 17® E EING BARB PER R ENG.GALALGS. P - . 4� G- 15 17 7 III] 17 AREA SEP. Iles CAA vU11 f GARAGE h'1f 11 -ef Os B021 I �4- S.G. Stairs 21 22 23 SDIC M. . 1ti ALARM O = OS m 1 n9 t 71t, Doors 23 02 D4 01 I I II i!o - � IZ-`i I ul.P 61 J, KITC n NOOK 31j8 4y 1' HALF ( • wclw � u 11) 1` (a II 1, . � 41 LIVING 12�� fF ICj -fvr SEE 1311 GI 311 loll ?loll Copyright 2012 Northwest Home Designing Inc, FIRST FLOOR PLAN Scale : 1/4" = T -011 0 Detail or Section -_ Q ! I N Nominator Mse po � ti4 °Yi4 W' 4LJE�ILNLe� IIII .PAUL Sheet Y %u hND/1EI4oc -UaO �iIgNG.• I�w PC�-T G.LJ.d y'��IE'LTING °.T. BILL P17$ ANG-0R 50LT8 P =r.', ENG. v R J. .� '✓ II. .� ,. 21. of Number Division — Number\ P. <� n�NE A�RRIKF �RZK PriE WS 02 USE QT 130 (100 CFM MIN.) Q ALL KITCHEN 6 WHOLE HOUSE FAN. \Item .. Number These Items lountl on'SP' 6'£C' Sheels (attached). © Window Nomin. ODoor Nomin. NOTE: While every attempt has been made to assure the accuracy of these draw- ings, AILL INFORMATION MUST BE VERIFIED prior to ordering any raw mate- rials orfabricated compo- nents. Any structLJral components specified are for reference only and must be verified with the ENGINEER OF RECORD's "S- Sheets" and/ or (attached) documents. .".( -r. -_ Q ! I N Mse po � ti4 °Yi4 W' 4LJE�ILNLe� IIII .PAUL II�a UL, PEA DOTE "�O GUB LTTi'E�XII) z. PLU T (OIIO.G. Z�G PLATE Z ✓J01I I4 pc 2,. II Jol -r Iu7oL- rsrc cevE P.T. BIa PLaTE 1 aN6HCR EMS PER ENC, °cgicsLAe o Y %u hND/1EI4oc -UaO �iIgNG.• I�w PC�-T G.LJ.d y'��IE'LTING °.T. BILL P17$ ANG-0R 50LT8 P =r.', ENG. v R J. .� '✓ II. .� ,. 21. of 130 CFM .10 WS �^^ SPAC% e; P. <� n�NE A�RRIKF �RZK PriE WS NOTES: 1. USE QT 130 (100 CFM MIN.) Q ALL KITCHEN 6 WHOLE HOUSE FAN. 2. .. REECRC Vs BARB ALL FANS TO VENT DIRECTLY TO OUTSIDE. 4. ALL OTHER REQUIREMENTS OF WSEC MUST BE MET. o. PER EVG.G4L:S. W�M1 e^•rRmp : �^ E EING BARB PER R ENG.GALALGS. P - 4� G- �w AREA SEP. DETAIL STEM WALL DETAILiri E No Scale_— No Scale t = Attentions Bt &'Ur q �lr eeol TPAS ftI ", IS FOR ON 2 ONLY. FLOOR AREA I =Q /a7* ��To�,E Jeu�R FIRST FLOOR-_936 S.F. SECOND FLOOR. ..1,139 S.F- TOTAL- ....2,075 S.F. GARAGE...362 S -F. GLASS AREA-- ..252.5S -F. NOTE : ALL PLUMBING DRAIN, VENTS AND HEATING RUNS SHALL BE INSTALLED IN INTERIOR WALLS - (ZEE 2x 6 PLUMBING DRAIN WALL LODJ N O 10 O ob 00 �l I 0 M VN LL_ Z 0 O _ M �O ZOD0 �OD U yin Z N N W 0, C G 0 O ®3° Z°3i yg3: 3� g =3 19 IL Ow Cle Zto Off+ O N P v CHECKED C"91111= DESIGN S -2025 R SHEET NUMBER 2 2 Of 8 IN VENTILATION REQUIREMENTS 'NUTONE' QT 130 1.0 SONES 102 OFM .25 WS 130 CFM .10 WS •NUTONE" OT 501.5 SONES 63 CFM .25 WS 80 CFM .10 WS NOTES: 1. USE QT 130 (100 CFM MIN.) Q ALL KITCHEN 6 WHOLE HOUSE FAN. 2. USE QT 80 (50 CFM MIN.) 0 ALL OTHER LOCATIONS. 3. ALL FANS TO VENT DIRECTLY TO OUTSIDE. 4. ALL OTHER REQUIREMENTS OF WSEC MUST BE MET. N O 10 O ob 00 �l I 0 M VN LL_ Z 0 O _ M �O ZOD0 �OD U yin Z N N W 0, C G 0 O ®3° Z°3i yg3: 3� g =3 19 IL Ow Cle Zto Off+ O N P v CHECKED C"91111= DESIGN S -2025 R SHEET NUMBER 2 2 Of 8 IN 0 A8 0 cb BUILDING 00 SECTION 3j �� ao lt>• PO 0 o, 9 h z OM - ®�� 3 Floor Frarn'g / 00 0 N I o� II F'7 7 02 ('7 F 03 W N Q �N 04 d N 0 09 � O Ui Ui N CIO O T r Stairs 08 / lO 3 Z —II sECTioN ° r WINDER STAIR DETAIL = d3 — Nn. — — — ; 21 B lo" tiutN. i�'iitt o� p zz, WY Kim g 16 N P ®Uj _ I 9/ - --r I HANDFAII."�, % II c�TW.t3 �p�ALL 0t!~i Ji I' II USF_ABLE STAGE BAH• I Zx FIRE 6LKa{. O` STUOZ. C) ML ,r N 2X 12 2><TREA7'� I II 4&44 ; A'Or CN a IZII 'L'� A11 P II„ 0 I X R16F-K'S Oj CAPT - - 2X ToE I'L. Z =o "Gal IT CHECKED STAIR CONSTRUCTION DETAIL Scale: 3/8 " =1' -0" Q DRAWN BY DESIGN Copyright 2012 Northwest Nome Designing Inc. �+ �S �f Atient on: PvildinM "_,'F ,: :al S -2025 SECOND FLOOR FRAMING PLAN THIS iLAN IS FOP 6NE 3 ir,,: =Y 7 "F ?IT ONLY. R Gb`foo owlsla rw ELEV Scale: 1/4" = T -O" SHEET NUMBER NOTE: While every attempt has S Detail or been made to assure the gem F���Eg g�I.a, �'k "Y1,(sJa f z'VGV- v Section accuracy of these draw- — LZ-Wn.ly IA IYsi✓.o WI lee rrp A Nominator r I? oG bgWE) ( >h,2 Fvl Ad ings, ALL INFORMATION "Ip1� f' tUN�I 3 OF 8 Sheet MUST BE VERIFIED prior Number to ordering any raw mate- dais or fabricated compo- Dt36. 4ii�i(' Division nests. Numbers Any structural components 02 specified are for reference DBL. JOIST/ HIM JOIST/ BACKER BLOCK \Item only and must be verified FILLER BLOCK Number with the ENGINEER OF These Items found on BP' RECORD's "S- Sheets" and/ •�� a •EC• sheets (xuzchech. or (attached) documents. DETAIL / tf I 34'-0' 10' -51/2' 2' -1' 10' -2 1/2' 5' -51/2' 112' -8 10'- 3/4' 5' -51/2' © j O- lO 6' -6' 1 12' -0' L 3' -3' L 3'2' 6' -0' 3' -0' 5ECOND FLOOR PLAN SCALE : 1/411- II -011 WINDOW SCHEDULE NOTE : VERIFY ALL WINDOW 6IZ56 AND QUANTITIES PRIOR TO ORDERING. O SIZE DESCRIPTION QTY. A 4036 HORIZ. SLIDER 2 B 4040 1 3 4 G EGRESS I D EGRESS EGRESS 1 E 6050 1 F 3050 1 51NGLE HUNG 2 G 2040 1 1 1 N 4010 1 FIXED 1 1 3020 OPTIONAL I J 2020 2 2 K 4020 I I 10 6068 SLIDING GLASS DOOR I � BEDROOM VINYL 'i BEDROOM VINYL BEDROOM CIO VINYL "= m m v r 3' -10 9/16' 4' -9 1/2' 5DJCM ALAW ® uN. 0 5DJCM ALAW 0 O GAB. 4 ALDAW —' O 5DJCM C' O ®a O ALAW O 3 -� 36' HIGH WALL w/ BATH FIN. WD. GAP - - - - -- W.I.C. r 0 : ----- - - - - -- - -- ----- DIN 15 EF.I EF. 2 EQ. R D W (VTO) 1116 /SHWR \+ - -ll — z RtS. — SDJ ALARM ® cv N 6f O EF. 2 4' -91/ 6'-41/2' 3'- 111/2' 1' -81/2' O O OPT. 10 # MAIN 1' 10' -41/2' OFT. BEDROOM MBATH 36 60' 11 -6 x 0 LAV LAV _ OPT. r O I � SOAK TU6 � I I O- lO 6' -6' 1 12' -0' L 3' -3' L 3'2' 6' -0' 3' -0' 5ECOND FLOOR PLAN SCALE : 1/411- II -011 WINDOW SCHEDULE NOTE : VERIFY ALL WINDOW 6IZ56 AND QUANTITIES PRIOR TO ORDERING. O SIZE DESCRIPTION QTY. A 4036 HORIZ. SLIDER 2 B 4040 1 3 4 G 4036 I D 15050 1 E 6050 1 F 3050 1 51NGLE HUNG 2 G 2040 1 1 1 N 4010 1 FIXED 1 1 3020 OPTIONAL I J 2020 2 2 K 4020 I DOOR SCHEDULE 0 SIZE DESCRIPTION QTY. I 3068 EXTERIOR SOLID CORE w/1050 S.LIGILT 1 2 2868 INTERIOR 601LID CORE w /SELF CLSR. 1 3 2868 PANELED 4 2668 5 5 2468 4 6 3068 1 11 2068 8 4068 E31-F,455 2 9 2468 POCKET SLIDER I 10 6068 SLIDING GLASS DOOR I IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12' (Ion mm) ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PAR1r OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24' (610 mml) ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. GLAZING BETWEEN THE FLOOR AND 24' (610 mm) SHALL BE FIXED FOR HAVE OPENINGS THROUGH WHICH A 4" DIA. (102 mm) SPHERE CANNOT PASS. Attention; Build;n ' Oific.ol THIS PLAN 15 F()P, CPIK RUZA) NG FK&M ONLY. LEGEND Detalil of Section Nominator bNon um bar Division Number WC12\1 lien Number These hams found onl 'Sl 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 IS �, ■ LO ZLO LO nV Z� 0 Zl M 1 y LO O W LO W u! N_ � d 5W E 0) O <° Z. FO W W Y Z J co li H 0w W ZCf) F- rn O N rn v MJW S -20251 Ell 4 OF 8 �Z 0 %o 0 CIO OD LO A8 •Lo BUILDING V SECTION Z X fill Q U.- HD. . I I HD. I HD. � NOTE: While every attempt has Z -4 O Detail or been made to assure the 00 U Section accuracy of these draw- In (� Nominator ings, ALL INFORMATION rn Sheet MUST BE VERIFIED prior CM Z Number to ordering any raw mate - Lr) N Q fiats or fabricated compo- W I i Division Tents. Q CL Number\ Any structural components O% w 02 specified are for reference p, C 1L \Item only and mustbeverified 'q Number with the ENGINEER OF W 00 Q These Items louhd on'SP' RECORD'S "$•$heels" and/ 01 a'EC' Sheets(a¢ ached), or (attached) documents. Q Q 0 I ® ?Z Roof z� =o Trusses O y (21 d(a E 01 F O . oz -. 5 N w laAr3G� GP'U�� 09 d 44 F U) 0 LU Z� Y I I _ HD. I�' -lvtl N - gel Z �1GFI EG/ (r -8/ IZ L CHECKED 1 OPT.. ND a ¢nO o' HD. OtYf7F/s 0.c DRkWN BY E� HD. HD. _ DESIGN Attention: Uuiluin +t Ooic:r ( S-2o25 HD. B S -5 /ly wY� THIS PLAN 6 FOR 6W PUILDING7 PERMIT ONLY. Z411 P C' I R OvY 4 ��I� i� rGi P '0 I' SHEET NUMBER ' Tn 5 Copyright 2012 Northwest Home Designing Inc. 5 OF 8 ROOF FRAMING PLAN Scale : 1/4" = 11-O" PROVIDE ATTIC SPACE VENTILATION PER IRC. ( 1,360 S.F. X 1/150= 9.07 S.F. VENT AREAREQ'D.) Z. 0 10 0 00 OD to ASPIiAt aC f �ao� I F� • M VlV .4" r:t rciif 64 r- to l_ 00, y 5/q tbP✓� IA ter z o OP ?. WINDOW Z'4 O .� 'IIINcaL� �IN6a 00 EEI EE Windows � to U - - - - -- -- r' 14714-k0/4-/3 :03 yLO Z 13 O. W -- - -' - -- -- -- — — - 15 W�0 11 IGHE � >Q o #A 3 3; t �I . — I —� GO�iG P� tt W �G Exterior S Gr Masonry Doors Veneer x Misc. 23 FRONT 01 � N 02 04 02 W oa 23 03 Copyright 2012 Northwlest Home Designing Inc. 0 LU 01 O6 04 EXTERIOR ELEVATIONS Z 08 - 1- (*01r *H-r Scale :1/4" = T -0" o_ v CN 01 v Attention: Building Vildsal THIS PLAN IS FOR ONE CU;LrING PERAIT ONLY. CHECKED DRA�AIN BY ____leiZloY (?•u�l DESIGN hII�IFIGI S -2025 R SHEET NUMBER NOTE: 6 While every attempt has Detail or been made to assure the section accuracy of these draw- 6 OF 8 A Nominator ings, ALL INFORMATION Sheet MUST BE VERIFIED prior Number to ordering any raw mate- Q vials or fabricated compo- Division nents. Numbers Any structural components 02 specified are for reference \Item only and must be verified RIGHT SIDE Number with the ENGINEER OF Z These Items found on'sP" RECORD'S "S - Sheets" and/ a -EC• sneers (attached). or (attached) documents. O 10 O ob 00 V u0 L' N X LL_ O) O I ELI ❑ ❑ '9 � OFT. WINDOW5 to O CV) V) yNz W --/< 0• w o. W coO IC Oho EXTERIOR ELEVATIONS F S Scale : 1/4" = T -0" H 3 Copyright 2012 Northwest Home Designing Inc. g LEFT SIDE 3 o ui W Attention: Bvildh g 0M-;c S Z t7) THIS PLAN IS FOR ONIE ViLDING PERMIT ONLY. z F O N U CHECKED DRAWN BY i; DESIGN S -2025 R SHEET NUMBER 7 7 OF 8 S.G. S.G. �® BACK �� Detail or Section q Nominator 11W .. FIN14F1 f'kR 11Jwr.. � unp Sheet 1 V. 6 [aT 'Hm 2x4 *TTUV WALL Number HIT,- r'LA61} "CT 5 b� ooK YWG. Division W.K MWD.� Number\ a" M1u Trussed Roof BL021 •'e' - Construction '\Item Number '}" LOl•IG. a o IF16UL.pe4C lst�f: These Items found on'SP- fi! -A �i`.. 07 02 &'EC' Sheets(ynached). OII�I o RE hFCRc \s adR5 *_r I!, owl *4 a I PER Etie.ce.c5. 14 08 MA 11110191 MK yj +t �Tdr W ML31J W4 35 13M 03 1197 os conk. �IAI r �ror °Ir�u PORCH SLAB DETAIL Bic No Scale IN SULL. . PER Found. Const. 7m 2 1 15 r• 2m. 17® 3 1 17® 3 r• 17m 3 m M OB 3 m • 09 • 12 • 12 3 m • 13 3M 08 3 • 15 Floor Const. MEW] I I 02 12 a 02 26 EU3 35 04 • 04 r 09 M OB • 11 • 09 • 12 • 12 . 16 • 13 08 I,>I 11li�1 i INSUL gAw (6 -Zi4- ToP I'- 1.AlT,'�, r1P I{1T 2i4- y(UY� Ilcl'o.c. gu P I'ZI'c,wg Cam. sly Zfa- pri- I "IMA Site C(4 1W � Iwa ft49-1AP BIZ I�imK -7�y �(o °o -c. ,oP(9 a TJI'y I� o -c. Ef'f�l�R- hIplFFla A112 $AP- i%I��F,LL� I %i'GPf 5�I trq. INSUL. PER CODE ke'), 6tw8 Zf( 00-r IAA l! (YP' V4-T. WAIL PANlln -UP G, A"rGr LIa4UI: � NAIL—) rlo-r rLat2 2 x 10 FLOOR JOISTS @16" 0.0 /9 1/2" MANUF.JSTS. P�U167 U? 4f KN117 oyu� 4 ,44 PwrkeGpa,L ( `l INSUL. PER CODE .. .oara '- a- �IAPa2 Bf•>?Z1EI� CoNrlght 2012 Northwest Home peslgning Inc. BUILDING SECTION Scale : 3/8" = 1 " -0" NOTE: While every attempt has been made to assure the accuracy of these draw- ings, ALL INFORMAT10N MUST BE VERIFIED prior to ordering any raw mate. rials orfabdcated compo- nents. Any structural components specified are for reference only and must be verified with the ENGINEER OF RECORD's "S- Sheets" and/ or (attached) documents. �BNEp J>r1 -rr gLar�, ¢k fl -I SIYyi /�iUY -t� Gl,l�i Attention: Building Official THIS PLAN IS FOR ONE BUILDING PERMIT ONLY. toNT H-TL JWTWF- oN Watt Cori 11 I I I 02 • 01 WON 11129 W2] • 03 Erl 3 • 04 11 M OB 17 • 09 M24 • 12 MU351 • 13 • 1a • 15 16 O 10 O OO OD •CV) V� Z� LL Z O �9 C lZ 00 U III #/A LO z o. w 0, SRI O O3n s z as ~g� W 3g ru O LU Z U O_ (V O� CHECKED DRAWN BY DESIGN S -2025 R SHEET NUMBER 8 8 OF 8 GENERAL NOTES: POST -BEAM CONNECTIONS SPEY WALL OR c9NTIATXUS FWING - Ram m PUN The Builder is responsible for using safe work practices Positive connections shall be provided at post -beam connections to ensure INTERIOR FACES OF SLAB AND WALL BARS 1 -112" o PLY11000 OR BOUNDARY NALI� z. A and conforming to all safety ordinances. The Builder is to against uplift and lateral displacement. Anchorage of walls and columns to NSTMOE RWMm PLYACW HORRNRN. 4'MALLSS, 11011-SHEAR EXPOSED TO WEATHER OR EARTH 1 -112" FOR #5 AND (Cunapsol -1) in accordance with the product manufactures directions. PREFABRICATED JOISTS AND ROOF TRUSSES STUD AND SHEAR WALL 4 2 Din NAM MBE APPLIED TD AIL P,gn mcES sots - aI Sr.AEDUII verify all dimensions prior to starting work. Any changes foundations shall be provided in accordance with plans and shear wall sched. designed, fabricated and installed per the latest Truss Plate Institute N.T.S aggregate size z 7/8 ". s Soros *Special Inspection not required. 3000 PSI compressive E Engineer. Fabricator to provide all connection design and details. Where 3 WALL CHORD MEMBER - SEE SHEAR III SCHEBUIE to structure must be reviewed and approved by Pacific GLUED LAMINATED BEAMS (GLB) FLOORING AND ROOFING: t their connections shall be provided. Overframing details shall be included in the 3 t truss shop drawings in order to provide loading conditions consistent with the S SYMBOL LEGEND: 4 PROM EE TES PER LAN. Northwest Engineering Inc. All methods, materials, anal Glued laminated wood beams shall be per ANSI A190.1, American National nailed). Nailing shall be IOd @ 6 " under the direction of the truss engineer. Where trusses align with shear walls, E 12 "o.c. in field. Span index shall be 48/24. Stagger end laps. a a special truss shall be provided that has been designed to transfer the specific O O BEAM 1 enuoUT Roof sheathing hall be 1" CDX or 7" O5B nailed w /8dl @ 6" w x a" ,IasRS -SEE PUN. 6. 2 x STUDS AT I8• DC, AT ALL workmanship shall be in accordance with the Internatic)nal Standards for structural glued laminated timber. Use Grade DF 24F -V4, transfer the load between the roof sheathing and the shear wall below. The , ( be 24/0. Stagger end laps. t truss shall be designed to transfer a minimum of plf along the length the S S-W - truss. All temporary and permanent bracing required red for the stability of thh e suAruT6 Building Code (IBC) 2009 Edition. Fb =2,400 PSI, Fv= 240 P5I unless noted otherwise on the plans. X Use double joists under all parallel partitions that exttrid d designed by the truss engineer where the top chord is not directly attached to s s RON REFERENCE more than 1/2 the length and around openings. t the roof sheathing, the truss engineer shall design and show the placement of all 7, NOircxoR Bars �R PLATE AND DESIGN LOADS LAMINATED VENEER LUMBER (LVL) '= bracing loads transferred to the main building system shall be identified and P POINT LOADS AND ALL POINT LOADS SHALL HAVE SOLID BEARING To FOUNDATION. NOTE All columns not specified or otherwise noted on the plain are s submitted to the engineer of record for review. Design calculations and shop A we to be two studs which are spike laminated d B. HODONNS AT SHEAR WALL ENDS AS CHAIN ON PAN. ROOF LOAD: SNOW 30 PSF, DEAD 15 PSF Laminated veneer lumber shall be Doug Fir (OF) meeting the requirements of & AND NOTIFY ALL AFFECTED PARTIES columns supporting girder trusses or glue laminated beams are P P.T. WOOD CONNECTORS to be three studs which are spike laminated together 4vith 16d A All metal connectors coming in contact with P.T. wood shall be Simpson 9' FOOTING E AND RONFORCNO FLOOR LOAD5: LIVE 40 PSF, DEAD 10 PSF ASTM D2559 with 49rain parallel to the length of member, Fb =2,200 PSI, Fv= HEADERS A ANCHORAGE P PLAN VERACITY: While every attempt All headers not specified or otherwise noted on the plc3n are A All anchor bolts embedded in concrete or masonry shall be be A307 UNO. h has been made to insure the accuracy of 1a. Douai STUD OR cauux -SEE DOUB WIND SPEED: Vs 3 -Sec= 85 MPH, Iw =1.0, EXPOSWRE "B" 285 PSI, E =1.8 x 10° P5I. one stud for each end for openings <5' wide and two cripples and S STRONG-BOLT Wedge Anchor. Install in accordance with ICC ESR -1771, c condition, product availability, etc will one stud for all others. i including minimum embedment depth requirements. a All information must be a verified prior to TYPICAL WALL NOTES: E 11, OPENING SEISMIC: DESIGN CATEGORY "D ", Ss= 1.51, 51 =0.50, g, S SET -XP Epoxy. Install in accordance with ICC ESR -2508. c must have Pacific Northwest Engineerinc and no more than 48" apart embedded at least 7 ". Th(ere shall N NAILS: I Inc's written approval. be a minimum of 2 bolts per piece (sill plate), with 1 bolt N Nailing of wood framed members to be in accordance with IBC 13. Ili =1.0, Site Class "D ", R= 6.5 PARALLEL STRAND LUMBER (PSL) IJ. RIM NA DI ECTL -SEE PIAN. RIM M T R .G. ERIE NAIL OR6cnY P.T. Parallel Strand Lumber shall be manufactured per NER -292 meeting the ,. ._ , IO e SILL AT S.O.G. LOCATIONS. SOILS: requirements of ASTM D2559 with grain parallel to the length of member, Soil bearing of 1500 PSF is assumed. It is the contractors 6 F6 =2,900 PSI, Fv= 290 PSI, E =2.0 x 10 PSI. n N YPICAL SHEAR WALL ELEVATION responsibility to verify that the site sails provide this minimum bearing capacity. TIMBERS ALL LUMBER TO BE AS FOLLOWS: FOUNDATIONS: BEAMS DF #2 OR BETTER mGE "a Da s AAND To TOP PLA TOP v Exterior footings to be a minimum of 18" below finisheld POSTS DF #2 OR BETTER grade bearing on native undisturbed soil. Back fill with dry PROTECTION AGAINST DECAY AND TERMITES: REFER TD1LL t R soils. Backf ill next to a retaining wall a minimum of 24 "' with IBC 2304.11, Wood used above ground shall be pressure treated in accordance I�NSIPPM'G ATf Auu- a gravel or well draining soil. Soils under footings and slabs to be 95% compacted to a Modified Proctor Density (ASTM with AWPA UI for the fallowing conditions: (212 X D1557). All construction on fill soil shall be reviewed by a 1. Joists, Girders and that are closer than 18" to exposed PLATES registered geotechnical engineer. xcava ed ground in crawl spaces or enexcavated areas located within the HIM M, A &O.G 9MW �A�x ATU ES perimeter of the building foundation. UNG REINFORCING STEEL: 2. Wood framing including sheathing that rest on exterior foundation 01*CLY m P1PLAATE All reinforcing steel to be GRADE 60 PER ASTM A -61'5. Lap walls and are less than 8 inches from exposed earth. P.T. SUL PLA NCm �7q all splices a minimum of 32 bar diameters or 18 ". Lap 3. Sleepers, sills, ledgers, posts and columns in direct contact with horizontal steel at corners and intersections in footings and concrete or masonry. walls with corner bars. All field -cut ends, notches and drilled holes of preservative- treated wood shall 4' -0' MIN. LAP (2) IN a is' o.\ rip, I I /2'„yIN, AT FADI �2 x STUDS 016' OX. OR TIPICIL TUMID SPU4£ APPLIES WEN NO OTHER SPLICE IS INDICATE). NOTE SPACE PLATES ARE 0\50 STUD OR Rul 9w59X STROM RAY O Mal IN LEU OF NAM AS (Noun AIIDK nTYPICAL PLATE SPLICE G N.TS. Minimum concrete cover for reinforcing steel: be treated, for use category UC4A per AWPA UI -07, in the field using a SPEY WALL OR c9NTIATXUS FWING - Ram m PUN UD uuxwx 3f�wE Mx, ma a PIAa FAQ cWAx a INTERIOR FACES OF SLAB AND WALL BARS 1 -112" 9.08% Copper Na hthenate CuN solution such as "End cut Solution" PP P ( ) with a non -shear wall nail tap plate splice with a minimum of (12) 16d nails: TYPICAL NSTMOE RWMm PLYACW HORRNRN. 4'MALLSS, 11011-SHEAR EXPOSED TO WEATHER OR EARTH 1 -112" FOR #5 AND (Cunapsol -1) in accordance with the product manufactures directions. PREFABRICATED JOISTS AND ROOF TRUSSES STUD AND SHEAR WALL 4 2 Din NAM MBE APPLIED TD AIL P,gn mcES SE Hiu°oc ratio of .45. All concrete shall be air entrained 5 + / -1 %,, Max d designed, fabricated and installed per the latest Truss Plate Institute N.T.S aggregate size z 7/8 ". s Soros SMALLER AND 2" FOR #6 AND LARGER. D DRAG STRUTS: FOOTING BARS REQUIRE 3" COVER. A Across openings in shear walls and at the end of a shear wall that continues CONCRETE: w with a non -shear wall nail tap plate splice with a minimum of (12) 16d nails: All concrete materials and placement shall conform to The s see also detail 215 -0 for additional specifications. IBC 2009 Section 1901. Minimum compressive strength shall P PREFABRICATED JOISTS AND ROOF TRUSSES be 3000 PSI* at 28 days with a maximum water /cement P Prefabricated joists and roof trusses are deferred submittal items and are to be ratio of .45. All concrete shall be air entrained 5 + / -1 %,, Max d designed, fabricated and installed per the latest Truss Plate Institute aggregate size z 7/8 ". s standards. Pre- fabricated items to be designed by a licensed Professional *Special Inspection not required. 3000 PSI compressive E Engineer. Fabricator to provide all connection design and details. Where strength is specified for weathering protection. t trusses are not provided to complete the roof system, overframing members and FLOORING AND ROOFING: t their connections shall be provided. Overframing details shall be included in the 3 t truss shop drawings in order to provide loading conditions consistent with the S SYMBOL LEGEND: "o.c. a modeling of the trusses. The overframing and related details shall be designed Ex] BUILT LAP duos nailed). Nailing shall be IOd @ 6 " under the direction of the truss engineer. Where trusses align with shear walls, E 12 "o.c. in field. Span index shall be 48/24. Stagger end laps. a a special truss shall be provided that has been designed to transfer the specific O O BEAM 1 enuoUT Roof sheathing hall be 1" CDX or 7" O5B nailed w /8dl @ 6" w wind and seismic loads shown on the plans. The truss shall be designed to (X) Hale DOW CAUOUT o.c. along panel edges, and 12" o.c. in field. Span index shall t transfer the load between the roof sheathing and the shear wall below. The , ( be 24/0. Stagger end laps. t truss shall be designed to transfer a minimum of plf along the length the S S-W - truss. All temporary and permanent bracing required red for the stability of thh e FLOOR FRAMING: t truss elements under gravity loads and in -plane wind or seismic loads shall be X X Use double joists under all parallel partitions that exttrid d designed by the truss engineer where the top chord is not directly attached to s s RON REFERENCE more than 1/2 the length and around openings. t the roof sheathing, the truss engineer shall design and show the placement of all Prefabricated flooring materials by others. r required top chord bracing and connections on the truss shop drawings. Any I IMPORTANT: CONTRACTOR SHALL VERIFY ALL TYPICAL BUILT UP COLUMN: b bracing loads transferred to the main building system shall be identified and P POINT LOADS AND ALL POINT LOADS SHALL HAVE SOLID BEARING To FOUNDATION. NOTE All columns not specified or otherwise noted on the plain are s submitted to the engineer of record for review. Design calculations and shop A ANY CHANGES TO FOUNDATION AND to be two studs which are spike laminated d drawings shall be submitted for review by the engineer or record prior to S STRUCTURE FROM ARCHITECTURAL PLANS together with 16d nailing at 6" on center staggered. All s submitting to the building official for approval. A AND NOTIFY ALL AFFECTED PARTIES columns supporting girder trusses or glue laminated beams are P P.T. WOOD CONNECTORS to be three studs which are spike laminated together 4vith 16d A All metal connectors coming in contact with P.T. wood shall be Simpson nailing at 6" on center staggered. " "Z- Max ", triple zinc coated, or hot dipped galvanized for corrosion resistance. HEADERS A ANCHORAGE P PLAN VERACITY: While every attempt All headers not specified or otherwise noted on the plc3n are A All anchor bolts embedded in concrete or masonry shall be be A307 UNO. h has been made to insure the accuracy of to be 4x8 DF #2 or (2) 240 HF #2 with at least one cripple and E Expansion bolts into concrete not otherwise specified shall be Simpson t these engineering documents, site one stud for each end for openings <5' wide and two cripples and S STRONG-BOLT Wedge Anchor. Install in accordance with ICC ESR -1771, c condition, product availability, etc will one stud for all others. i including minimum embedment depth requirements. a All information must be a verified prior to TYPICAL WALL NOTES: E Epoxy - Grouted items specified on the drawings shall be grouted with Simpson A construction. Any changes the plan g, S SET -XP Epoxy. Install in accordance with ICC ESR -2508. c must have Pacific Northwest Engineerinc and no more than 48" apart embedded at least 7 ". Th(ere shall N NAILS: I Inc's written approval. be a minimum of 2 bolts per piece (sill plate), with 1 bolt N Nailing of wood framed members to be in accordance with IBC I t d w oca e w P ]a are based on "Common washers shall be 3 "x3 "xT/4' square and tightened to thfe plate. Wire" nails with the Holdowns and fasteners shall be Simpson U.N.O. Install per manufacturer's instructions. All bearing walls over 10' following properties. shall be laterally braced at 4' o.c. rLx -1 NAMETFR =1 xaolr (War6) nxacs) 9a as, 2 -1/2 9 3 tea 1,62 3 -1/2 0o a,ez 4 ENGINEERING DOCUMENT LICEN5E: 1. Grant of License: In consideration of payment of the building fee Pacific Northwest Engineering Inc. grants you, the Licensee, a nonexclusive Right a 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 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. 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. APA Rated Nall 51z" O Spacing Labe sheathing o Eagee (aJ (b) (d) (m) (d) (e) 0 a SIMPSON ST6224 STRAP TIE MOLE TOP PLATE I k BEAM (e) led a X STUDS, OTYPICAL BEAM TO FRAME x.T.s. OPTIONAL SHEAR WALL INSTAL Ion W/ LONG N SM ACROSS STUDS STACKER VfRT" d NTS FRANINO SON I RA REN A.M. EIGE NAIHG TO Bm. 11:. In N. O.n.a VI then PLATE AND P.T. ALL Ad, SIaME TYPICAL SHEAR W _LL SHEATHING 5 N.TS. ALL /ANCHORS' 1EDUILE 2x aml Plate sin Iplate Aleahment ' RIM 101.1 a Ato me,t zlze Block con nectlon Ancbor Bdt Ta 5111 Plate Slze COPad<Y In9 To Top Plate Nnlllns Ta Wow Cancrefe Below O Fwndatlm (PU) n) (g) OC 8(11) D (1) (o) (k) vn,tlxn a O eR•nc en c 46^ O.C. 1 1 1 240/335 I SW2 I M,'0545 One Side 1.131x2 -X' O 4- O.C.I 2x I LTI O 32 -M I 16d O 6' 0 c 1% O 32- O.C.I 2x 1350/4901 sW3 36 Ose One sm..131xz -X o r 2.c 3x LTP4 0 lzoc I6a o a• o.c. '1B ®2+ u.c. [x aJU /tNu SW4 G6 OS6 One Siaa .131x2 -$' O T O.C. ]x LiP4 O e'OC 18d O 4' O.C. O 16" O.C. 2x 585/820 Sw5 M;.-O BOP ear .131x2 -Y! O 4A 0.0. 3x L74 O 8'OC a.c. s Lora s m' tca §§" 0 16" O.C. 2. 700 /980 AT MPfa Ta aA NaK lea e a SWB 1311-M Both Slam .131,2-)(' O 3' O.C. 3x LTP4 O VOC acs LTPa o_a' la §§° O 12" O.C. 2x 900/1260 a. I Inefall panMe verticallg or horizontally If framing spacing exceeds 16- O.C.. Io Nhero eheothig le applied on both aloes of wall. panel edge plate on 2x framing shall be staggered so that joints on the apa..ne skies Ore hat or on the some scads. PraWde shear wall sheathing and nailing for the enllra length of Me wane Indicated on the Plana. Laos of N" aright walls ar tl. aeelgnaled by extermr of the building. aomdore. windows, doorways ce as designated on the plans. see plane for hole..a e r requlremanta. (Alternate note: walls designated as perforated mearwalls require shcalMing above and below all opeainge. l a Sheaming edge nailing Is required at 11 hddown pasta. Edge nailing may also be required to each stud used Ia built -up holdown aorta. Refer to the hddown pill for additional Information. Based m 0.131x1 -1 /2- long nape used to attach framing dip. directly to froming. Ua9 uTmx -1 /[ nails writers Installed aver 9' sheathing. Use A35 or ROC clips In lieu of LTP's for roof blockin to top Iota. h. led O 4 O.C. ttp unless noted otherwise I continuous masoning Is rea lraa aver the bottom plate to the bottom of me rim plat or pill plate wish edge halting at each. where two raw. of nailing are required at rallied flods, proWde blacking per plan, and itmch with LTP4 per schedule. An- Or Iodide shall be proOdW with steel plate wa"hare 0.229',3'X3'. Embed anchor baUle minimum 7° into the concrete. Nfiera I the unit shear capacity far wind or selemic exceed 400 PLF, plate washers andl edtaril to within X' of me ebeaming edge. k Preswre treated materlala ca lie and we corrosion In me faalantre. Provide hn4- dlooed galvanized Ulearo plating is not c table aria c ne�twcalutea ,Dann an lee. act for all c actors in contact with re treated fromin embers. I. see dela0 on aNalle a roe slm a n MAS ASP anchor boll O flan onn Alternate Notes ,Ir M. Mare wood sheathing Is opplleit over gypsum sheathing, contact the engineer of record t te naffing witatments. Al adpininq panel edges, (2) 2. elude raged together may be used In place of a singbe 3X stud. Double 2x sl shall be R connected together by falling me etude together with 3" long nulls of the %me spacing and diameter as the pieta nailing. where a double 2x stud Is used. the panel edge hours shall be staggered between botlh members. 70. Contact me engineer of record for adhesive allemaHVea to cast In place anchor balm. (special Inspection may be required) "' Ifi7OL fJSCHEDLILE'?'''t Fate slfPem PeWUat Anwar eat. Lobel Mosel Numbs Anchor (a) aft (n) (a) (b) (c) (g) Fall saw.. in (1) STHD14/5THD14R1 (2) STUDS W/ (24) led - - (1)e* HDU5 (2) SNOS w/ SOS §CREwS U.N.O. SIMPSON SBgo24 (2) STHDIO /STHDIOR1 (2) STUDS W/ (20) 16d (3) MST37 (2) STUDS w/ (22) led (4) MST43 STRAP (2) STUDS w/ (34) led - - (5) HDOB -SEAS - (3) STUDS W/ SOS 9CREAS U.N.O. SAMPSON SB?YX24 (6) I MSTGOe3 STRAP (2) STuos w/ (3e) led - - Required Notes a, Install all hddown anchors per manufacturer O All metal connectors coming In contact with pressure treated wood shell be Slmpson '1 -Mai , lrlple zinc coated or hot dlpped galvanizetl for corrosion protection. HDUS may be used in piece of the N 0 [9 m m Ob N Zwc N 3m Em [[ c' w F W x to o L_ W1 :W an Z ' N �ad No n Q rn w N, Z�v v 0 Wad 112 2 ORIGINAL STAMP MUST BE RED TO BE VALID REU5F OF DOCUMENTS N6 All It NOT TO IF USED ,m WHIXE r, roa AN, .,,a 11.TFll wPNour TEN AUTHOa2AiION OF PAaFTC rvoarnwFSr ENA1.11FIN6 I V) T 0 33 ON LU Q m T 2 v z � e-, EXPOSURE: B WIND SPEED: 85 MPH SNOW LOAD: 30 PSF GENERAL NOTES DRAWN BY, BKS /JMR DATE: 10.242012 SCALE: AS NOTED PROJECT PNE R -1842 NUMBER'. SHEET NO: SO ENGINEERING DOCUMENT LICEN5E: 1. Grant of License: In consideration of payment of the building fee Pacific Northwest Engineering Inc. grants you, the Licensee, a nonexclusive Right a 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 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. 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. APA Rated Nall 51z" O Spacing Labe sheathing o Eagee (aJ (b) (d) (m) (d) (e) 0 a SIMPSON ST6224 STRAP TIE MOLE TOP PLATE I k BEAM (e) led a X STUDS, OTYPICAL BEAM TO FRAME x.T.s. OPTIONAL SHEAR WALL INSTAL Ion W/ LONG N SM ACROSS STUDS STACKER VfRT" d NTS FRANINO SON I RA REN A.M. EIGE NAIHG TO Bm. 11:. In N. O.n.a VI then PLATE AND P.T. ALL Ad, SIaME TYPICAL SHEAR W _LL SHEATHING 5 N.TS. ALL /ANCHORS' 1EDUILE 2x aml Plate sin Iplate Aleahment ' RIM 101.1 a Ato me,t zlze Block con nectlon Ancbor Bdt Ta 5111 Plate Slze COPad<Y In9 To Top Plate Nnlllns Ta Wow Cancrefe Below O Fwndatlm (PU) n) (g) OC 8(11) D (1) (o) (k) vn,tlxn a O eR•nc en c 46^ O.C. 1 1 1 240/335 I SW2 I M,'0545 One Side 1.131x2 -X' O 4- O.C.I 2x I LTI O 32 -M I 16d O 6' 0 c 1% O 32- O.C.I 2x 1350/4901 sW3 36 Ose One sm..131xz -X o r 2.c 3x LTP4 0 lzoc I6a o a• o.c. '1B ®2+ u.c. [x aJU /tNu SW4 G6 OS6 One Siaa .131x2 -$' O T O.C. ]x LiP4 O e'OC 18d O 4' O.C. O 16" O.C. 2x 585/820 Sw5 M;.-O BOP ear .131x2 -Y! O 4A 0.0. 3x L74 O 8'OC a.c. s Lora s m' tca §§" 0 16" O.C. 2. 700 /980 AT MPfa Ta aA NaK lea e a SWB 1311-M Both Slam .131,2-)(' O 3' O.C. 3x LTP4 O VOC acs LTPa o_a' la §§° O 12" O.C. 2x 900/1260 a. I Inefall panMe verticallg or horizontally If framing spacing exceeds 16- O.C.. Io Nhero eheothig le applied on both aloes of wall. panel edge plate on 2x framing shall be staggered so that joints on the apa..ne skies Ore hat or on the some scads. PraWde shear wall sheathing and nailing for the enllra length of Me wane Indicated on the Plana. Laos of N" aright walls ar tl. aeelgnaled by extermr of the building. aomdore. windows, doorways ce as designated on the plans. see plane for hole..a e r requlremanta. (Alternate note: walls designated as perforated mearwalls require shcalMing above and below all opeainge. l a Sheaming edge nailing Is required at 11 hddown pasta. Edge nailing may also be required to each stud used Ia built -up holdown aorta. Refer to the hddown pill for additional Information. Based m 0.131x1 -1 /2- long nape used to attach framing dip. directly to froming. Ua9 uTmx -1 /[ nails writers Installed aver 9' sheathing. Use A35 or ROC clips In lieu of LTP's for roof blockin to top Iota. h. led O 4 O.C. ttp unless noted otherwise I continuous masoning Is rea lraa aver the bottom plate to the bottom of me rim plat or pill plate wish edge halting at each. where two raw. of nailing are required at rallied flods, proWde blacking per plan, and itmch with LTP4 per schedule. An- Or Iodide shall be proOdW with steel plate wa"hare 0.229',3'X3'. Embed anchor baUle minimum 7° into the concrete. Nfiera I the unit shear capacity far wind or selemic exceed 400 PLF, plate washers andl edtaril to within X' of me ebeaming edge. k Preswre treated materlala ca lie and we corrosion In me faalantre. Provide hn4- dlooed galvanized Ulearo plating is not c table aria c ne�twcalutea ,Dann an lee. act for all c actors in contact with re treated fromin embers. I. see dela0 on aNalle a roe slm a n MAS ASP anchor boll O flan onn Alternate Notes ,Ir M. Mare wood sheathing Is opplleit over gypsum sheathing, contact the engineer of record t te naffing witatments. Al adpininq panel edges, (2) 2. elude raged together may be used In place of a singbe 3X stud. Double 2x sl shall be R connected together by falling me etude together with 3" long nulls of the %me spacing and diameter as the pieta nailing. where a double 2x stud Is used. the panel edge hours shall be staggered between botlh members. 70. Contact me engineer of record for adhesive allemaHVea to cast In place anchor balm. (special Inspection may be required) "' Ifi7OL fJSCHEDLILE'?'''t Fate slfPem PeWUat Anwar eat. Lobel Mosel Numbs Anchor (a) aft (n) (a) (b) (c) (g) Fall saw.. in (1) STHD14/5THD14R1 (2) STUDS W/ (24) led - - (1)e* HDU5 (2) SNOS w/ SOS §CREwS U.N.O. SIMPSON SBgo24 (2) STHDIO /STHDIOR1 (2) STUDS W/ (20) 16d (3) MST37 (2) STUDS w/ (22) led (4) MST43 STRAP (2) STUDS w/ (34) led - - (5) HDOB -SEAS - (3) STUDS W/ SOS 9CREAS U.N.O. SAMPSON SB?YX24 (6) I MSTGOe3 STRAP (2) STuos w/ (3e) led - - Required Notes a, Install all hddown anchors per manufacturer O All metal connectors coming In contact with pressure treated wood shell be Slmpson '1 -Mai , lrlple zinc coated or hot dlpped galvanizetl for corrosion protection. HDUS may be used in piece of the N 0 [9 m m Ob N Zwc N 3m Em [[ c' w F W x to o L_ W1 :W an Z ' N �ad No n Q rn w N, Z�v v 0 Wad 112 2 ORIGINAL STAMP MUST BE RED TO BE VALID REU5F OF DOCUMENTS N6 All It NOT TO IF USED ,m WHIXE r, roa AN, .,,a 11.TFll wPNour TEN AUTHOa2AiION OF PAaFTC rvoarnwFSr ENA1.11FIN6 I V) T 0 33 ON LU Q m T 2 v z � e-, EXPOSURE: B WIND SPEED: 85 MPH SNOW LOAD: 30 PSF GENERAL NOTES DRAWN BY, BKS /JMR DATE: 10.242012 SCALE: AS NOTED PROJECT PNE R -1842 NUMBER'. SHEET NO: SO I SW2 I M,'0545 One Side 1.131x2 -X' O 4- O.C.I 2x I LTI O 32 -M I 16d O 6' 0 c 1% O 32- O.C.I 2x 1350/4901 sW3 36 Ose One sm..131xz -X o r 2.c 3x LTP4 0 lzoc I6a o a• o.c. '1B ®2+ u.c. [x aJU /tNu SW4 G6 OS6 One Siaa .131x2 -$' O T O.C. ]x LiP4 O e'OC 18d O 4' O.C. O 16" O.C. 2x 585/820 Sw5 M;.-O BOP ear .131x2 -Y! O 4A 0.0. 3x L74 O 8'OC a.c. s Lora s m' tca §§" 0 16" O.C. 2. 700 /980 AT MPfa Ta aA NaK lea e a SWB 1311-M Both Slam .131,2-)(' O 3' O.C. 3x LTP4 O VOC acs LTPa o_a' la §§° O 12" O.C. 2x 900/1260 a. I Inefall panMe verticallg or horizontally If framing spacing exceeds 16- O.C.. Io Nhero eheothig le applied on both aloes of wall. panel edge plate on 2x framing shall be staggered so that joints on the apa..ne skies Ore hat or on the some scads. PraWde shear wall sheathing and nailing for the enllra length of Me wane Indicated on the Plana. Laos of N" aright walls ar tl. aeelgnaled by extermr of the building. aomdore. windows, doorways ce as designated on the plans. see plane for hole..a e r requlremanta. (Alternate note: walls designated as perforated mearwalls require shcalMing above and below all opeainge. l a Sheaming edge nailing Is required at 11 hddown pasta. Edge nailing may also be required to each stud used Ia built -up holdown aorta. Refer to the hddown pill for additional Information. Based m 0.131x1 -1 /2- long nape used to attach framing dip. directly to froming. Ua9 uTmx -1 /[ nails writers Installed aver 9' sheathing. Use A35 or ROC clips In lieu of LTP's for roof blockin to top Iota. h. led O 4 O.C. ttp unless noted otherwise I continuous masoning Is rea lraa aver the bottom plate to the bottom of me rim plat or pill plate wish edge halting at each. where two raw. of nailing are required at rallied flods, proWde blacking per plan, and itmch with LTP4 per schedule. An- Or Iodide shall be proOdW with steel plate wa"hare 0.229',3'X3'. Embed anchor baUle minimum 7° into the concrete. Nfiera I the unit shear capacity far wind or selemic exceed 400 PLF, plate washers andl edtaril to within X' of me ebeaming edge. k Preswre treated materlala ca lie and we corrosion In me faalantre. Provide hn4- dlooed galvanized Ulearo plating is not c table aria c ne�twcalutea ,Dann an lee. act for all c actors in contact with re treated fromin embers. I. see dela0 on aNalle a roe slm a n MAS ASP anchor boll O flan onn Alternate Notes ,Ir M. Mare wood sheathing Is opplleit over gypsum sheathing, contact the engineer of record t te naffing witatments. Al adpininq panel edges, (2) 2. elude raged together may be used In place of a singbe 3X stud. Double 2x sl shall be R connected together by falling me etude together with 3" long nulls of the %me spacing and diameter as the pieta nailing. where a double 2x stud Is used. the panel edge hours shall be staggered between botlh members. 70. Contact me engineer of record for adhesive allemaHVea to cast In place anchor balm. (special Inspection may be required) "' Ifi7OL fJSCHEDLILE'?'''t Fate slfPem PeWUat Anwar eat. Lobel Mosel Numbs Anchor (a) aft (n) (a) (b) (c) (g) Fall saw.. in (1) STHD14/5THD14R1 (2) STUDS W/ (24) led - - (1)e* HDU5 (2) SNOS w/ SOS §CREwS U.N.O. SIMPSON SBgo24 (2) STHDIO /STHDIOR1 (2) STUDS W/ (20) 16d (3) MST37 (2) STUDS w/ (22) led (4) MST43 STRAP (2) STUDS w/ (34) led - - (5) HDOB -SEAS - (3) STUDS W/ SOS 9CREAS U.N.O. SAMPSON SB?YX24 (6) I MSTGOe3 STRAP (2) STuos w/ (3e) led - - Required Notes a, Install all hddown anchors per manufacturer O All metal connectors coming In contact with pressure treated wood shell be Slmpson '1 -Mai , lrlple zinc coated or hot dlpped galvanizetl for corrosion protection. HDUS may be used in piece of the N 0 [9 m m Ob N Zwc N 3m Em [[ c' w F W x to o L_ W1 :W an Z ' N �ad No n Q rn w N, Z�v v 0 Wad 112 2 ORIGINAL STAMP MUST BE RED TO BE VALID REU5F OF DOCUMENTS N6 All It NOT TO IF USED ,m WHIXE r, roa AN, .,,a 11.TFll wPNour TEN AUTHOa2AiION OF PAaFTC rvoarnwFSr ENA1.11FIN6 I V) T 0 33 ON LU Q m T 2 v z � e-, EXPOSURE: B WIND SPEED: 85 MPH SNOW LOAD: 30 PSF GENERAL NOTES DRAWN BY, BKS /JMR DATE: 10.242012 SCALE: AS NOTED PROJECT PNE R -1842 NUMBER'. SHEET NO: SO a. I Inefall panMe verticallg or horizontally If framing spacing exceeds 16- O.C.. Io Nhero eheothig le applied on both aloes of wall. panel edge plate on 2x framing shall be staggered so that joints on the apa..ne skies Ore hat or on the some scads. PraWde shear wall sheathing and nailing for the enllra length of Me wane Indicated on the Plana. Laos of N" aright walls ar tl. aeelgnaled by extermr of the building. aomdore. windows, doorways ce as designated on the plans. see plane for hole..a e r requlremanta. (Alternate note: walls designated as perforated mearwalls require shcalMing above and below all opeainge. l a Sheaming edge nailing Is required at 11 hddown pasta. Edge nailing may also be required to each stud used Ia built -up holdown aorta. Refer to the hddown pill for additional Information. Based m 0.131x1 -1 /2- long nape used to attach framing dip. directly to froming. Ua9 uTmx -1 /[ nails writers Installed aver 9' sheathing. Use A35 or ROC clips In lieu of LTP's for roof blockin to top Iota. h. led O 4 O.C. ttp unless noted otherwise I continuous masoning Is rea lraa aver the bottom plate to the bottom of me rim plat or pill plate wish edge halting at each. where two raw. of nailing are required at rallied flods, proWde blacking per plan, and itmch with LTP4 per schedule. An- Or Iodide shall be proOdW with steel plate wa"hare 0.229',3'X3'. Embed anchor baUle minimum 7° into the concrete. Nfiera I the unit shear capacity far wind or selemic exceed 400 PLF, plate washers andl edtaril to within X' of me ebeaming edge. k Preswre treated materlala ca lie and we corrosion In me faalantre. Provide hn4- dlooed galvanized Ulearo plating is not c table aria c ne�twcalutea ,Dann an lee. act for all c actors in contact with re treated fromin embers. I. see dela0 on aNalle a roe slm a n MAS ASP anchor boll O flan onn Alternate Notes ,Ir M. Mare wood sheathing Is opplleit over gypsum sheathing, contact the engineer of record t te naffing witatments. Al adpininq panel edges, (2) 2. elude raged together may be used In place of a singbe 3X stud. Double 2x sl shall be R connected together by falling me etude together with 3" long nulls of the %me spacing and diameter as the pieta nailing. where a double 2x stud Is used. the panel edge hours shall be staggered between botlh members. 70. Contact me engineer of record for adhesive allemaHVea to cast In place anchor balm. (special Inspection may be required) "' Ifi7OL fJSCHEDLILE'?'''t Fate slfPem PeWUat Anwar eat. Lobel Mosel Numbs Anchor (a) aft (n) (a) (b) (c) (g) Fall saw.. in (1) STHD14/5THD14R1 (2) STUDS W/ (24) led - - (1)e* HDU5 (2) SNOS w/ SOS §CREwS U.N.O. SIMPSON SBgo24 (2) STHDIO /STHDIOR1 (2) STUDS W/ (20) 16d (3) MST37 (2) STUDS w/ (22) led (4) MST43 STRAP (2) STUDS w/ (34) led - - (5) HDOB -SEAS - (3) STUDS W/ SOS 9CREAS U.N.O. SAMPSON SB?YX24 (6) I MSTGOe3 STRAP (2) STuos w/ (3e) led - - Required Notes a, Install all hddown anchors per manufacturer O All metal connectors coming In contact with pressure treated wood shell be Slmpson '1 -Mai , lrlple zinc coated or hot dlpped galvanizetl for corrosion protection. HDUS may be used in piece of the N 0 [9 m m Ob N Zwc N 3m Em [[ c' w F W x to o L_ W1 :W an Z ' N �ad No n Q rn w N, Z�v v 0 Wad 112 2 ORIGINAL STAMP MUST BE RED TO BE VALID REU5F OF DOCUMENTS N6 All It NOT TO IF USED ,m WHIXE r, roa AN, .,,a 11.TFll wPNour TEN AUTHOa2AiION OF PAaFTC rvoarnwFSr ENA1.11FIN6 I V) T 0 33 ON LU Q m T 2 v z � e-, EXPOSURE: B WIND SPEED: 85 MPH SNOW LOAD: 30 PSF GENERAL NOTES DRAWN BY, BKS /JMR DATE: 10.242012 SCALE: AS NOTED PROJECT PNE R -1842 NUMBER'. SHEET NO: SO EXPOSURE: B WIND SPEED: 85 MPH SNOW LOAD: 30 PSF GENERAL NOTES DRAWN BY, BKS /JMR DATE: 10.242012 SCALE: AS NOTED PROJECT PNE R -1842 NUMBER'. SHEET NO: SO GENERAL NOTES DRAWN BY, BKS /JMR DATE: 10.242012 SCALE: AS NOTED PROJECT PNE R -1842 NUMBER'. SHEET NO: SO SHEET NO: SO SOLID BLOCKING AT CANTILEVER, TYP. 'b! oll GoN( r"o .I _ 3�1 oil 1 (n -- > 6v ✓ y✓ �7✓ 2 v -� /IV CO Lu 28 -2, TYR, 70a& �g( 1I i f � "Iwo- o'mn/-' Iti� DBL.JST. -- _w pp u(aN OUT 6PN4 fiL� Q ( _ I �I Q I 4x4 POST, TYPI 4x6 F C O TROST AT BEAM SPLICE (v O B1 Q HW 4x10 DF #2 24'0X10' PLAIN CONCRETE PAD, 30'X30'Xll' CONC PAD OI TYP, U.N.D. 24" X 18" I m I W/ C4) #4 E WAY ' MINIMUM I ❑ ,Q a r , 4xl0 DF# r , _ 24'x24'x10L cDNC B2 \T J u�i U UNDERFLOOR I _ !IV FTG W/(3) #4 E.W. N T J O DRAINAGE I 24'x24'x10' CONC Q. FTG w /(3) #4 E.W. DO o 7. DO +4410 D H V o 4' ED u INTERIOR SUBGRADE L T FOR PLENUM = TO SLOPE TO &JI P I o x B1 I lr _ SOLID BLOCK BELOW N 4x1 DF #2 Z P,L. FROM ABOVE rj SOLID BLOCK BELOW Q SD -1 42'x42'xl2' CDNC PAD --N PROM ABOVE .I W/ (6) #4 E.W. -,I m _ 36'x316'xl2' CONC PAD �I \\ ❑ 1--: W/ (5i) #4 E,W. { u A h1Ug 4% I /I N 11 I II HANG JOISTS OFF CO F� Ouf 1� )�}'[Q BRACE W/ LUS28 CO L— Gp(„� Z¢IO.G, PER DETAIL 10 /SD -3 ❑ SOLID BLOCK BELOW o SPUD BLOCKING AT � — CT1P) — _FTG WAYx16 CONC 7 P,L. FROM ABOVE � � FTG W/ #411-A, 8' I CAANTILEVER, TYP. 30'x30'xl2' CDNC PAD I _I D.C., SEE 4 /SD -3 W/ (5) #4 E.W. _ m I II DD � I LSMzlz� QII- L%Ah I (4')f+GoNT ILI m m hLpp� W MINIMUM (2) III .� 10 �I �`� �' 6X6 PT POST ANCHOR BOLTS AT GARAGE RETURNS I II GI � 2l II I I 1 ATTACH W/ CAL DR - � GJ -(D 1 O -O II gg.U66, TYPICAL EN 24'x9' -0' WEYERHAUSER SHEAR NOTE: STEP FOUDATION FOUNDATION PLAN BRACE (MODEL #TJSB 24x9) AS REQUIRED AS PER DETAIL SEE SHEET SD -3 FOR DETAILS 6 /SD -1 SCALE : Ya" = V -0" © COPYRIGHT NORTHWEST HOME DESIGNING, INC. (ARCHITECTURAL DESIGN) z 0 a N O � N Z3DO DO 1 V v L x D, O 0 « m I- Z .J N N N DO - 8k PI a s Waa ORIGINAL STAMP MUST BE RED TO BE VALID REUSEOFROCUMENTS Ury R¢ED ALTERATION OF ANY OF THE INFORMATIONON THIS DONMFNT WILL INVALIDATE THE OONMEET. MY NERTIFICnnON AND SWNITURE. THE IDEAS AND DESIFNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ,1 11 PROPERTY OI PACIFIC NORTHWEST ENGINEERING AND IA NOT TO 6E USED.IN WHOLE OR IN PART FOR ANY OTHER PRO]ECI WITHOUT WRITTEN AUTHOP=ATIGN OF PACIFIC NORTH WEST ENGINEERING a L0 LO T 0 3¢ N } � W Q m T Z It EXP05URE B WIND SPEED: 85 MPH SNOW LOAD: 30 ISF FOUNDATION PLAN DRAWN BY BKS /JMR DATE', 10242012 SCALE: AS NOTED PROJECT PNE R -1842 NUMBER, SHEET NO: 5 -1 I � 2AI �4 o I PATIO T- GREAT ROOM N 4 — _I 0 N 2X6 PLUMBING DRAIN WALL , ® swi � oil GARAGE I, I(",- �I KITCHEN d- _ 3-CVX t� U NOOK N 31b�rkyLjl UV1.4�� ANI' t� ^lT LIVING 4 N _1 5 ENTRY - ' -0' TJSB SHEAR BRA (MODEL 24X9) SEE SHEET SD -3 FOR LS =Z2 __ _ _ I6, /o poor— PORCH I �I 311 GI 311 �I oll I II r ? -G FIRST FLOOR SHEAR WALLS, HOLDOWNS, AND STRUCTURE SCALE: Y4" = 1' -0" © COPYRIGHT NORTHWEST HOME DESIGNING, INC. (ARCHITECTURAL DESIGN) 0 I M I laf(o port w I�ToNE �(ENfE(� IF z a wa �a w N ;U0) DID CS N N SDI 01�zw K 1 TWm0 Z N N � m n w� Za� 4 � g4 7012 ORIGINAL STAMP MUST BE RED TO BE VALID REUSE OF DOCUMENTS UNAUTHORIZED ALTERA70N OF ANY OFTHE INFCi ATTON ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, MY CERTIFICATION A ND ININRE THE IDEAS AND DESIGNS INCORVORATED HEREIN, AS AN IN STRUMEN i OF PROFESSIONAL 5ERVICE, IH PROPERTY OF PACIFIC NORTHWEST ENGINEERIE NG AND IS NOT TORE USEq IN .H R IN PART, FOR ANY OTHER PRDIel WlmovT WRITTEN A PACIFIC UTHORTEATION OF PACIFIC NORTHWEST ENGINEERING W L T N Q O 3 V7 0c) ON w Q M T 2 d- z EXPOSURE', B WIND SPEED 05 MPH SNOW LOAD: 30 PSF FIRST FLOOR SHEAR WALLS, HOLDOWNS, AND STRUCTURE DRAWN BY BKS /SMR DATE. 10,242012 SCALE: AS NOTED PROTECT PNE R -1842 NUMBER: SHEET NO: 52 (95PLF) 4x10 DF #2 4.12 DF #2 Nn P� V Iff�� I -° SF3 N L N IS S. N 4x8 DF #2 POST AT BEAM x BEARING W/ EPC84 (SHIM AT PSL AS REQUIRED) N Nn. RAG WALL Np BEARING WALL SOLID BLOCK OVER SHEAR WALL BELOW AND ATTACH \ \ STAIR / AS PER SHEAR WALL SCHEDULE -I � � � < OPENING I(SOPLF) (5IP1 SOLID BEARING BENEATH GIRDER P.L. ABOVE 2x6 STUDS @ 16' O.C. @ GARAGE, (3) 2xG STUDS AT BEARING ° O DDL JST I [T I W I V J P] D L 0 I O q ^ J SF1L 9 OJ J l7 l7 I — 1( of N x x 4x6 DF #2 POST AT BEARING DO -(4) 2x STUDS AT DE RING N I (x, 85156'X18' OLD DROPPED \V I SEE 'HEADERS' SECTION ON SHEET S -0 FOR TYPICAL HEADER SIZES AND FRAMING REQUIREMENTS (95PLF) Nn HANG JOISTS W/ LUS210, TYP. w Np A PSL FLUSH m – x SF6 US210 -2 15210 -2 —' HANG JOISTS W/ LUS210, TYP. STRAP FROM GLH TO CONT. TOP PLATE SEE ROOF FRAMING W/ MST48 N� LOCATE GLH @EA STRAP FROM ROM ABOVE, TYP (3) PLACES SHIM TOP OF GLU -LAM W/ 9'i PLYWOOD TO FLUSH OUT W/ TOP OF -ST SECOND FLOOR FRAMING SCALE : Y4" = V -0" © COPYRIGHT NORTHWEST HOME DESIGNING, INC. (ARCHITECTURAL DESIGN) m (3) 2x6 STUDS AT BEARING N Z O h 5 w o N DO � DO DID CIL N 'Z 3N 0 O M k W yk O Ii W10 vm N Z N m N .O i Y J ff m � (�z I1 W � s K d P C' 24N12 ORIGINAL STAMP MUST BE RED TO BE VALID REUSE OF I.MENTS UNaUT10aIIED ALTERATION OF ANY OF THE wFGPMATION ON INS' DoNMENT WIu INVALIDATETNEDONmENT, My OEk FTFICAnoN AND46NRURE. THE IDEAS AND DESIGNS INCORPORATED HEREIN. AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PRGVERTY OF PACIFIC NORTHWEST ENGMEEPIN& AND IS NOT ID BE USED, IN WHOSE CA PT FOR ANY OTHER PROJECT WIMOUT WRITTEN AUTHOB¢ATION OF PACIFIC NORTHWEST ENGINEEPING Ui V) L� l 0O 3¢ 1 00 C OS W Q m T Z EXP05URE: B WIND SPEED', 85 MPH SNOW LOAD: 30 PSF SECOND FLOOR FRAMING DRAWN BY: BKSIJMR DATE: 1024.2012 SCALE: AS NOTED PROJECT pNE R -1842 NUMBER: SHEET NO: S -3 `/ a 36' HIGH WALL w/ BATH - - -- FIN. -- GAP Ea IS LLLL�� EQ. m (VIO> D TUB /SHWR N z RtS. (� N — _ N QE 6' -41/2' 3'- 111/2' T -812' 9 MAIN ,' ppp AA11OH -4 1/2' E DRO T- * LAV LqV MBATH 36 60' 9 — I1-b x S S SW2 36' 0 56' @ SOAK TUB J ALIGN STHD14 @ @ I fFDN W/ STRAP SECOND FLOOR SHEAR WALLS HOLDOWNS, AND STRUCTURE SCALE : %4' = 1' -0" © COPYRIGHT NORTHWEST HOME DESIGNING, INC. (ARCHITECTURAL DESIGN) N Z 10' -51/2' 2' -l' 0' -21/2' 5' -51/2' 12' -81/4 10'- 3/4' L 5' -51/2' SW1 Fs—w—ll N S 1 SW1 W Q m Ni � M � O C N O r� " P N j N m L ASm BEDROOM BEDROOM BEDROOM @ .� _W W m ND d VINYL ND 7 N VINYL VINYL N1 N N — _ m N AD Y W IQ U U V v — LZ ° W � 2 x ^en ORIGINAL STAMP MUST BE RED TO BE VALID REOSE OF DONMENTS V uEO ALTERATION OE ANY OF TIE INEORMnnON ON TIES oO[HAINT W1u INVALIDATETHEDONMENT, MYCERTIFICA ITAN ANDSi6NIN0E. THE IDEAS AND OESS5N5 INCWID'ATEO HEREIN, AS AN INSTPUMENT OF VROFESSIONAL SERV6E THE MOFERry OF FAaEIC NORTHWEST Erv6wIS FIRING AND IS NOT TO OF U5ED.IN WHOLE r WRITTEN AUTHORIZATION OF PACIFIC 3'i v Lo 3 3'- 1013/16' 4' -91/2" 33 I LIK 0 W J 0% W M T CAB. z EXP05URE: B WIND SPEED: 85 MPH SNOW LOAD: 30 PSF SECOND FLOOR SHEAR WALLS, HOLDOWNS, AND STRUCTURE DRAWN BY BKS /JMR DATE. 10242012 SCALE: AS NOTED PROJECT pNE R -1842 NUMBER: N 5 -4 `/ a 36' HIGH WALL w/ BATH - - -- FIN. -- GAP Ea IS LLLL�� EQ. m (VIO> D TUB /SHWR N z RtS. (� N — _ N QE 6' -41/2' 3'- 111/2' T -812' 9 MAIN ,' ppp AA11OH -4 1/2' E DRO T- * LAV LqV MBATH 36 60' 9 — I1-b x S S SW2 36' 0 56' @ SOAK TUB J ALIGN STHD14 @ @ I fFDN W/ STRAP SECOND FLOOR SHEAR WALLS HOLDOWNS, AND STRUCTURE SCALE : %4' = 1' -0" © COPYRIGHT NORTHWEST HOME DESIGNING, INC. (ARCHITECTURAL DESIGN) N Z O N W Q � O C N O r� " P N j N m L ASm _Q _ o F o .� _W W m ND d ( ND 7 N N1 N N m N AD Y ¢ m U U V v d � LZ ° W � 2 x ^en ORIGINAL STAMP MUST BE RED TO BE VALID REOSE OF DONMENTS V uEO ALTERATION OE ANY OF TIE INEORMnnON ON TIES oO[HAINT W1u INVALIDATETHEDONMENT, MYCERTIFICA ITAN ANDSi6NIN0E. THE IDEAS AND OESS5N5 INCWID'ATEO HEREIN, AS AN INSTPUMENT OF VROFESSIONAL SERV6E THE MOFERry OF FAaEIC NORTHWEST Erv6wIS FIRING AND IS NOT TO OF U5ED.IN WHOLE OR IN VART FOR ANY OT MPRWECT WITHOUT WRITTEN AUTHORIZATION OF PACIFIC N.Im PEST ENSwIIRINI Lo T 0 33 I 0 ((i W J 0% W M T z EXP05URE: B WIND SPEED: 85 MPH SNOW LOAD: 30 PSF SECOND FLOOR SHEAR WALLS, HOLDOWNS, AND STRUCTURE DRAWN BY BKS /JMR DATE. 10242012 SCALE: AS NOTED PROJECT pNE R -1842 NUMBER: SHEET NO: 5 -4 (2) 2x6 STUDS AT GIRDER HEARING, TYP, SEE 'HEADERS' SECTION NN SHEET S -0 FOR TYPICAL HEADER SIZES AND FRAMING REQUIREMENTS axe DF #2 OR (71PLF) (2) 2x10 HF #2 j HD. R4 4x8 DF #2 OR 4x8 DF#2 OR (2) 2x10 HF #2 (2) 2x10 HF #2 (71PLF II- I r HD. I HD. SHEATH ROOF PER DETAIL 2 /SD -2 LL s2119�a� lC. 3 N G1AeA.V 7 R1 li m SEE 9 /SD -2 LFOR DSC DETAILSEE DETAIL 3 /SD -2 FOR LGT OPTIONS 1278# DRAG -STRUT LOAD HE i r HDR III a 4'0.0. . Iir *] SEE TS22 C� 12 Ct R&O � S1 011 - m-ral I Yh Z�JIa 0. N a V,, 24-110. G. Pal- Z4 uo.c - POCKET BEAM INTO WALL, P,T. 6x6 POST STRAP PER DETAIL 3 /S -0 ATTACH W/ AC6 ROOF FRAMING SCALE : %4' = VFW ROOF TRUSSES BY OTHERS © COPYRIGHT NORTHWEST HOME DESIGNING, INC. (ARCHITECTURAL DESIGN) I 2dF'I® o P.T. 6x6 POST ATTACH W/ ACE6 N 2 O N �Fy K ` D, N O G RI �noPN z G N 3 D 1 E O \ IS O _ DD w W o rDo = N Z 1 Z UI N w� d Zd� o S W V M O- /CT 74?0") ORIGINAL STAMP MUST BE RED TO BE VALID FEVSE OF DONMIN, ,N ZZ'o ALTERATION OF ANY OF TIE INFORMATION ON THIS DOCOMENT WILL INVALIOATE THEDO TVMENT.MYOEFTIFIUrtoN AND SIGNINRE. THE IDEAS ANO DE5ISH5 INCOIVNIATEO HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, JSTIEPaOF""` OF PACIFIC NORTHWEST ENA INEERSNO AND IS NOT 111 U5 D SH WHON' OP IN NART, FOP ANY- '-'ROIECT WIMOVT WRITTEN AOTIORIUTION OF FARRC NORTIWESTENGINEEPIW' ac � L T 0 3¢ 3 N O\ W Q F+1 T to Z EXPOSURE: B WIND SPEED: 85 MPH SNOW LOAD 30 PSF ROOF FRAMING DRAWN BY BKS /JMR DATE: 10.242012 SCALE: AS NOTED PROJECT PRE R -1842 NUMBER: SHEET NO: S -5 SHEATHING W GYP. BD. PER ARCH. SHEATHING PER •GYP. H ➢. PER ARCH. 1¢' GYP BD PER ARCH PER PLAN 2x6 STUDS R l6' D.C. PLAN AS REO D MOISTURE HARRIER 2x6 P.T. SILL PLATE SHEATHING INSULATION PER ARCH, T INSULATION PER ARCH. G.W.H➢. PER PLAN 2x6 STUDS B 16' O.C. W/ V A.B. PER PLAN 2x6 STUDS @ 16' O.C. BOTTOM PLATE NAILING SIDING PER ARCH. AND 12' FROM ENDS MOISTURE BARRIER PER S.W. SCHED. 2x6 P.T. SILL PLATE rTO BLOCKING BOTTOM PLATE NAILING B'i T6G SUHFLOOR (1) #4 COME BAR W/ %' A PER PLAN PER S, W. SCHED. SIDING PER ARCH EDGE NAILING AND 12' FROM ENDS 3/4" T &G FLOOJSTS. PER PLAN FLOOR JOISTS PER PLAN #4 VERT. BAR 6 BURR. PER S.W. SCHED. EDGE NAILING 2x6 P.T. SILL PLATE E 24' O.C. MAX SPACING �'i T6G SUHFLOOR PER S.W. SCHED. INSULATION PER ARLH. W/ i§' A.H. PER PLAN MIN. Cll TOP AND Cll BOTTOM CUNT. 2x RIM JOIST FLOOR JOISTS PER PLAN AND 12' FROM ENDS 4' CONL. SLAB W/ TOE NAILING INSULATI PER ARCH. CANT. 2x RIM JOIST 4' GRANULAR FILL 16d R 6' D.C. EDGE NAILING TOE NAILING PER S.W. SCHED. B 6x6 WIRE MESH 4' CONC. SLAB W/ 16d B 6' O.C. 6 MIL. BLACK VAPOR 4' GRANULAR FILL MIN 4 16HARRIER, LAP l2. 2 SEAMS 6 6x6 WIRE MESH POST(AND (1) # CUNT. HAR EACH PER PLAN 6 MIL. BLACK VAPOR #4 VERT. BAR 6 F {ORIZ X W BARRIER, LAP 12' P SEAMS (U p4 CUNT. BAR 2 24' D.C. MA% SPACING ¢ £ - fE N-- % --N- -- MIN.(D TOP AND XI) BOTTOM Y — >, T..� ,.,.`., #4 VERT. HAR 6 HORIZ. ti - `- L `- - s- % - -M -- P 24. O.C. MAX SPACING 6 MIL. BLACK VghpR V MIN. (U TOP AND (U BOTTOM 1 "x6" OR 3/4° OSB BARRIER LAP 12' p Y F III -- ( '1 EA. S10E OF BEAM OR SEAMS AND UP FDIN. WALL 6 MIL. BLACK VAPOR APPROVED MIL. CAP BUILDING PAPER W BARRIER LAP 12' 2 SEAMS AND UP F ➢N. WALL ORM I!LN PB44 E ONC. OR (2) A34 AT POST SASE _ - (2) #4 CONT. BARS 4 8 FTG AND TIGHT 4' 8' 4' (2) #4 COME BARS FIG AND TIGHT 4' B' 4' c2> #4 CONT. BARS LINE DRAINS LINE DR AIMS 16' 1 16' 16` ER FEN PLAN 41 MAX STEP HEIGHT OF ONE UNIT L VERTICAL PER TWIT PROVIDE (1) SIMPSON CS16 STRAP 48" MIN UNITS HORIZONTAL •.• -� EACH SIDE OF SPLICE W/ 8 -16d COMMON NAILS WALL FRAMING ABOVE MSTC52 FROM PONY WALL P.T. POST TO SHEAR WALL ABOVE WHERE PER PLAN FOUNDATION HOLDOWN IS SPECIFIED' OVERLAP MSTC STRAP W/ STHD BELOW PB OR ABU ANCHOR 2x BOTTOM PLATE AS NEEDED. ALIGN HOLES AND INSTALL 4' CONC, SLAB NAILING THROUGH BOTH STRAPS. P.T. SILL PLATE PER PLAN RIM JOIST 6x6 WIRE MESH (2) d4 B me AR 36" LONG 2 -2x TOP PLATE s PLACE DAIR 36" LONG ® ..... .... ....., 2x6 CRIPPLE WALL WITH STUDS ® - ,�F `1.•' °x RE- ENTRANT CORNERS 16" O.C., MAX HEIGHT 4'; _ IN STEPPED FOUNDATION SHEATHING/NAILING TO MATCH WALLS SPECIFICATIONS OF WALL ABOVE i.. „ z _ — 4' MAX STEM WALL 2 .r.. ... "\ "" STHD, HDU OR OTHER , - tig Y.'� HEIGHT .,...,* HOLD DOWN PER PLAN - STEP FIG WHERE \ \/ I tit sinPZOn St ong ik / / 1 MINIMUM (2) A.B. 1` Rimes Joist I ewgaaa, REQ'D, CONTINUOUS \ .. OR PER SHEAR <O) #4 EHAR CUNT. RE -BAR PER FIG SCHEDULE 12' DETAIL \ \ \i�\// \ / / \/ i. STHD14RJ HOLDOWN DETAIL REINFORCING PER (STHD8RJ /STHD110RJ SIMILAR) FOUNDATION OR 6 7 8 RETAINING WALL SCHEDULE CIE Epoxy installation may not o�LnTiH be adequate, contact the E.O.R. prior to construction to verify if alternates are y Simpson Strong -Tie ONE available. HDQ8 -SDS3 with Threaded Rod REBAR4IN 0 0 q or SB7/8X24, see SW Sched.� SHEAR CONE ^ J A. 1 12' MIN. REBAR LENGTH 1 d ��``\ • F'�C B P,oNea ne eMklonc: 3BAR MIN, REBAR H / •!rAy':,jS Equal nber o LENGTH �� / f W zpeclfk. naps In HD Simpson Strong -Te `y, each end Strang -Tie Sim son Strong-Tie STHB C oneirloie StUO, L1 fHDQ8-SDS3 L� STHD14 HOLDOWN DETAIL HDU5 OPTION DETAIL HOLDOWN DETAIL 1MST37 /MST48 HOLDOWN DETAIL (STHD8 /STHD10 SIMILAR) 9 (HDU2 /HDU4 SIMILAR) 10. 1 1 . 12. FLUSH BM PER PLAN DBL PLATE LUS HANGERS TYP o o v 0 ' MIN (2) 2x STUIDS MUDSILL ANCHOR JOISTS PER PLAN OR 4x MEMBER, SPACING A SIMPSON MIN (38) 10d MST37 AT SHEAR WALL SPACING PLATE SPLICE BW1 48" O.C. DBL PLATE 8 SW2 32" O.C. SW3 0 ' o' 6" ' o' ' o 'o BEAM PER PLAN 8 O.C. r > b FLUSH BM �/-J �l MST48 AT OR RIM JOIST r > �)�� PLATE BREAK EA. SIDE DE oC 7AV` T •`..� EA. PLYWD OSB FILLER �Ilil L P O D G FILLER s 0 oR AS REQ'D FOR FULL FORS BR INSTALL PER MFG a;° •MASAP /MASP FASTENERS SHALL BE BEARING TYP 16d HOT- DIPPED GALVANIZED 16d STAGGERED MSTC48B3 / MSTC66B3 STAGGERED ®6 D.C. HOLDOWN DETAIL 13 MASAP /MASA ANCHOR OPTION 14 ®6" D.G. 1 5 16 FLUSH BM AT PLATE BREAK DROPPED BM AT PLATE BREAK Z O 5 PC � a NO N Do (7 DO Do CF N Z N m _ a m E °u 0 Si W LL O jM Z m lO « m 7Z -ry DO Y m n V FJ U o 0 v o W ck a. o- '�i- 1 2 9 2oQ ORIGINAL STAMP MUST BE RED TO BE VALID PEVSE OF ooNmENI AUTHORIZED AL ECARON OF ANY OF THE INFORMATION ON 1IS DOCUMENT WIu INVALIDATE THE DOCUMENT MY [ERTIFUCATION AND SIGNINRE. THE IDEAS AND DE5IGNS INCORFORATED HEREIN, S AN INSTRUMENT OF PROrESvmTAL SERVYE, IS THE PRO'EFTY OF PA THWEST EN61NEERINJAND Is NOT 101E VIED, IN WHOLE O0. ON PART FOR ANY OTHER 1or111T WITHOUT WRITTEN AUTHORIUnoN OF PACIFIC NORTHWESTEN6INSPONG LJ. LU L0 T 0 33 1 }_j In 00 J �W Q M T 2 Z v EXPOSURE: B WIND SPEED'. 85 MPH SNOW LOAD 30 P5F XXXXX DRAWN BY BKS /TMR DATE'. 10242012 SCALE: AS NOTED PROTECT PEER -1842 NUMBER. SHEET NO: SD -1 1�2" CDX OR 716' OSB APA RATED SHEATHING GRADE 6" EDGE AND 12" FIELD PANELS. NAIL AT 6' ON 7&' OSB MAY BE OMITTED AT "SIMPSON" H2.5T NAIUNG U.N.O. CENTER EDGE. MFG TRUSSES @ 24' O.C. U.N.O. GABLE END TRUSS IF IT CAN HURRICANE DE �j RESIST 100PLF LATERAL, EA. TRUSS, TYP. OTHERWISE ATTACH pSB AT RBC OR RBCP ®4B" O.C. 16d @ 6' D.C. EDGES WITH 8d @ 6' D.C. TO FLAT 1x4x8' BRACING 2x VERTICAL FRAMING @ 24' @ 48' D.C. W /(2) LOCI D.C., TYP EDGE NAIUNG INTO BlR'G @ EA. TRUSS r//Z/ 2 X BLOCKING BETWEEN �I E_ ------ - - - --= - 16 2x6 BEYOND ALL TRUSSES TYP PREFAB. ROOF TRUSS - l� SEE FRAMING PLAN AND o EDGE NAILING MANUFACTURERS SHOP MATCH B.U. ° PER PLAN DRAWINGS COLUMN WIDTH 2x6 CONT. GYPSUM BOARD PER ARCH srnccER Eno JOINTS of ALL W/ GIRDER ° ,SHEATHING PER PLAN VERTICAL PANEL DIMENSION ROOF SHEATHING PANELS PLY'S ABOVE °° ° 2 X 6 DOUBLE PERPENDICULAR TO SUPPORTS GABLE ENO TRUSSES MUST BE °° ° USE H10S FOR SINGLE PLY GIRDER TOP PLATE 2 X 6 STUD WALL - TYP ROOF SHEATHING U.N.O. ABLE TO RESIST A LATERAL LOAD OR LGT3 FOR 3 -PLY GIRDERS EXTERIOR STUDS 0 16" O.C. GABLE END (MINIMUM). WHICH DO `L1 OR LGT4 FOR 4 -PLY GIRDERS SIDING NOT THE MINIMUM ee LOADING EO LG TYPICAL SHEAR DETAIL SIMPSON OSB WITH 7/16° OSB. TYPICAL GIRDER TO TOP PLATE TYPICAL GABLE END TO SHEATHING 2i L TOP PLATE CONNECTION EDGE NAILING FROM OVERFRAMING SHTG PER ROOF SHEATHING TO TRUSS (4) 16d FROM BRACE Bd @ 6' O.C. TO BLK'G PER PLAN PLAN OVER SHEAR WALL TO BLK'G OF NAILER W/ ROOF BOUNDARY SHTG CONT. (2) 16d 0 EA MFG TRUSS, VERIFY NAILING TO GIRDER END TRUSS & WITH TRUSS MFG LOAD w ®t2 O.C. TRANSFER ON PLAN, OR F- 2x4 BLK'G CUT I'll FIT BEiwEEN o BTWN TRUSS TOP PREA EWETH LNG 0- CHORDS TO MA B W 2x4 DIAL. BRACE p CONT SHEATHING 3 ' O.C. ?DE AS 48' D.C. WHERE RE p'D PRE -ENG AND EDGE NAILING x i A34 FROM 2x4 BRACE GIRDER TRUSS z TO 2x4 NAILER PER PLAN (3) 16d MIN, 2x TO 2x ROOF FINERY GYP. SHEATHING EATHING PER ZD AT BRACES, TYP FLAT 1x4x8' BTM. CHORD NAILING OVER DSB WHERE RCH. PLANS (2) 16d FROM 2x4 TO BRACING O 48" O.C. MAX APPLICA GABLE WEBS ATTACH W /(2) 7316 SHEATHING, WHERE 10d ® EA TRUSS O REQID, ON GABLE (ENDS I I PRE -MFG'D TRUSS PER PLAN PRE -ENG TRUSS W/ HANGER BY TRUSS T❑ TOP PLATE ]x4x8' BRACING @ 48' D.C. 2x NAILER ATTACHED TRUSS MFR W/ (2) 10d @ EA. TRUSS TO TOP PLAT PARALLEL TO SHEAR WALL Q �hJ W /16a ®16" O.C. 2. FLAT BLKG C� TYP. GABLE END WEB BRACING SHEATHING PER PLAN CUNT, TO EDT OF BM _ FULL HEIGHT SHEATHING, PROVIDE MIN Ed @6' Da NAILING PER PLAN EDGE NAILING FROM ROOF DSC2(R), DSC4 FLAT 2x6 BLKG SHEATHING TO 2x4 BLKG 8d @ 6' O.C. FROM OR (L) AT SIMILAR WHERE RDDF PROVIDE MIN (2> 16d @ FLAT 2x6 BLK'G SHEATHING TO BLK'G DIAPHRAGM ATTACHES EACH WALL STUD WHERE RDOF TO WALL (2) 16d @ EA. STUD TS22 OR SIMILAR DIAPHRAGM ATTACHES AND 6' TO BLOCKING TO TOP PLATE TO WALL MFG JACK TRUSSES HANGER PER PLAN JOISTS PER PLAN �a ® ��a•� as ea `® PROVIDE 2. BLK'G SOLID BLK'G JOISTS PER PLAN BETWEEN TRUSSES H2.SA AT s aoso HANGER PER EA. TRUSS 00 p00 00 o TRUSS MANUF. Ii ANdGER PER TRUSS MANUF BEAM PER PLAN H25 AT EA. TRUSS (4) 16d FEND NAILS AT En GE NAILING RIM TO EACH JOIST HDR. PER PLAN PER PLAN 1 BEAM OR WALL HDIR. PER PLAN 9. 10. 1 1 PER PLAN 12. SHEATHING PER PLAN CONT. TO EDT OF BM 10d 0 6" O.C. FROM PROVIDE MIN Ed @6' D.C. SUBFLOOR TO BLK'G EDGE NAILING FROM ROOF FLAT 2x6 BLKG SHEATHING TO 2x4 BLK'G 2x BLK'G WHERE ROOF PROVIDE MIN (2) 16d @ O O DIAPHRAGM ATTACHES EACH WALL STUD '➢1 PLYWD OR �Yyy` OSB O O TO WALL JST PER PLAN T &G SUBFLOOR LTP4 PER SW SOLED., INTERIOR GYP. BLK'G TO TOP PLATE PROVIDE T SSES PER ARCH. JOISTS PER PLAN BETWEEN TRUSSES C-, HANGER PER 1 7/16" 058 WITH TRUSS MANUF. 0 UUU O Ed NAILING PER PLAN, GYP PER ARCH. H2.5 AT EA. TRUSS '"GE NAILING HDR. PER PLAN DER PLAN BEAM PER PLAN BLOCKING TO SHEAR WALL DETAIL 13. z 0 v, � n u i N � U N z j N m } ° m ( V � I°- " x W o 6w J �W }� m _ ZN A N awn °c rl. w a a o. ! ' J/ / r C? 24Mi ORIGINAL STAMP MUST BE RED TO BE VALID PF15E OF DONMENT5 UNAUTN0411 OALTEC.ITION OF ANV OF THE xrvioaMAnoN ON THIS D.A'NT WDT INVALIDATE THE DOCUMENT, MY CERRFIGIION I1HT11D THE rMA5 AND DESIGNS INCOPPO0.ARD HEAEIN, SANINSTRUMENT OF VAOFE55IONAL SEPVICE, 15 WE PROPRTry OF PACIFIC NORTHWEST ENGINEERINGANDISNOTTOBEUSEO .INWHOLE O RwvnRT. ro AN OTHERVROJECTWITHOUT WRITTEN AUmaRlunoN OF PAC 11 NORTHWEST ENGINEERING � T 0 33 I 00 GO J ON W Q T L0 z EXPOSURE: S WIND SPEED 05 MPH SNOW LOAD' 30 PSF STRUCTURAL DETAILS DRAWN BY: BKS /JMR DATE: 1024.2012 SCALE: AS NOTED PROJECT PRE R -1642 NUMBER: SHEET NO: SD -2 Two top plates or as specified Optional OSB shim, ra For allowable trim, see below. Verify brace is plumb. Use metal shims at base if required. OPTION A 6s4" lag screws (provided) installed from the front and back: 12 with 24" brace (6 front, 8 back) See 7 /SD- 3(SB14) for screw spacing information. An installation himn to is available from your iLie al representative. kJ NOTE: 'jllNlll Prior to placing adjacent studs qr braces, tighten the holtlown nuts and war5hers. 113 min. clear space from the side PER required to access nuts and washers. f f 1I 1 Optiona I OSB shim, For le allowab trim, T," mahimum see below. OPTION B 634" lag screws (provided) installed from the top: 12 with 24" brace Sae 7/SO- 3(SB14) for screw spacing Allowable Trim Trim height from the top of the brace only. Do not trim the sides or bottom. Braces may be trimmed down to a minimum height of 74 112'. SB1 STAND -ALONE iLEVEL 0 SHEAR BRACE INSTALLATION 9. 13. 2 I No holes )nt P8 "of boragce ,��n No top 95d bete Install nut finger -tight i plus 1e turn, minimum Slotted nut Holdown Washer Threaded rod Anchor bolt spacer Ensure concrete is level and (remains in concrete) smooth beneath brew. with A193 B7 threaded roe Inotpenalel Grind or fill as necessary. distance from chaseand DO NOT damage the spacer 12" above existing when grinding. two -stage pour Foundation system design Second anchor bolt is the responsibility of the t EDGE DRILL ZONE design professional of record. f f 1I 1 Optiona I OSB shim, For le allowab trim, T," mahimum see below. OPTION B 634" lag screws (provided) installed from the top: 12 with 24" brace Sae 7/SO- 3(SB14) for screw spacing Allowable Trim Trim height from the top of the brace only. Do not trim the sides or bottom. Braces may be trimmed down to a minimum height of 74 112'. SB1 STAND -ALONE iLEVEL 0 SHEAR BRACE INSTALLATION 9. 13. 2 I No holes )nt P8 "of boragce ,��n No top 95d bete SB9 IN -LINE SHEAR BRACE SBA7 ANCHORAGE FOR STEM WALL OR BASEMENT WALL For 24" Shear Braces C 1 z1 „^ r r Concrete wall height oor plan (n tpanofl.f I (e 12' tap of prone totopmwaaner P.'topuwa.h.r 1 ! r mrotrom ortoe r 3” Tin mere, Embedment Depth& = 12" .rr NI ifi BiacewnN 24' 16' JD 'SB14 Stand -Alone Brace -Screw Option A Offset screws front to back to avoid interference 1 "min. at edge 12" min. at chase DO NOT install screws in center electrical chase. dional 7e" max. IB shim, as required Thee " ac min. Stand -Alone Brace - Screw Option B e 7��ff ptiona l 7," max1 "min. at etlge SB shim, as requiretl 1e" min. at chase a' O.C. min. DO NOT install screws in center electrical chase. Section C -C Anchor bolt spacer FACE DRILL ZONE (remains in concrete) anchor bolt spacer Center 4 5e "of brace as shown 1 countersink 312" (42 ") grade M49 or A193 87 stem' wAl per LaP1 FACE DRILL ZONE countersink, t Pointed coupler compatible par Ran Maintain 112' minimum edge with A193 B7 threaded roe Inotpenalel 1 distance from chaseand 12" above existing outside edge, Typical two -stage pour hole minimum Second anchor bolt t EDGE DRILL ZONE Jam nut below 4tapot washer Middle 1s of brace Nickness #4 bar @ 12" E.W. Bottom w Two grace 5 nuts and washer assembly #4 tabor @ 12" E.W. Bottom Lr' 211/2" 1z' min. at chase ar i" min. at edge gr ANCHOR BOLT SPACING 1" min, at edge — — 8 No face M1oles allowed 1 In lower 40" of brace >i 24 118" No edge holes allowed Joists per plan in lower 26' of breue z 3� O HOLES Total threaded red /! fY e lLLL V �, f • a Tip, hDlea maximum HOLES O Mmimu • lmumDeep 4"e'dia.holds f • Maximum three In 9sillplate or one 12- hDle 1 in -1 three inedge i .o T T r�pp m • No minimum oncenter spaang imumo 'Dr se' die. poles, as PIT W C S required • 6' o.c. spaang, min. ALLOWABLE LARGE HOLES ALLOWABLE SMALL HOLES 6 . (in addition to $mail Final (in •dUleon to La" Haag SB9 IN -LINE SHEAR BRACE SBA7 ANCHORAGE FOR STEM WALL OR BASEMENT WALL For 24" Shear Braces C 1 z1 „^ r r Concrete wall height oor plan (n tpanofl.f I (e 12' tap of prone totopmwaaner P.'topuwa.h.r 1 ! r mrotrom ortoe r 3” Tin mere, Embedment Depth& = 12" .rr NI ifi BiacewnN 24' 16' JD 'SB14 Stand -Alone Brace -Screw Option A Offset screws front to back to avoid interference 1 "min. at edge 12" min. at chase DO NOT install screws in center electrical chase. dional 7e" max. IB shim, as required Thee " ac min. Stand -Alone Brace - Screw Option B e 7��ff ptiona l 7," max1 "min. at etlge SB shim, as requiretl 1e" min. at chase a' O.C. min. DO NOT install screws in center electrical chase. Section C -C Anchor bolt spacer Jam nut below (remains in concrete) anchor bolt spacer 1" the threaded rod, 1 countersink 312" (42 ") grade M49 or A193 87 stem' wAl per LaP1 Donnrete wad neent countersink, t Pointed coupler compatible par Ran top plate or header. with A193 B7 threaded roe Inotpenalel as required Monolithic or Start screw at lop inside two -stage pour edge of countersink Second anchor bolt spacer recommended re 12- mp orrooung' for two -stage pour Jam nut below 4tapot washer anchor bolt spacer #4 bar @ 12" E.W. Bottom w Two grace 5 nuts and washer assembly #4 tabor @ 12" E.W. Bottom Lr' 9" 12• 1z' min. at chase ar SECTION A -A Stott screw tip 31z' 412') from I the bottom of 1 double top plate or header. Install at an angle that prevents screws from exiting sides of top plates or header. SECTION B -B BP Embedment Depth Qe = 12" Shear Brace sized Locate center of Optional. 1 countersink 312" (42 ") to include the floor system i from bottom of double countersink, t top plate or header. and installed Start screw at lop inside on the foundation edge of countersink PLAN VIEW 114" min. Now spacing w • Anchor Bolt Spacer 2x or LSL rim board 1z' min. at chase i" min. at edge ANCHOR BOLT SPACER ANCHOR BOLT SPACING 1" min, at edge — — 8 >i ON Joists per plan O z 3� O I vs^ Total threaded red /! fY e lLLL V �, O 0 0 O O O 1 ashes bl g myenNO 9sillplate D N O i .o T T r�pp m U) 3" .4-feenspres, PIT W C S a D_ O OR/AK04 RED wall he9ht Foundation system uTNopi ALTEannON OF ANV OE Is But spacing 2- ANDSIGNINRE. THE IDEAS AND DESIGNS men$ ACED HEREIN, tlesign is the responsibility IS THE ORDERS' OF VAa111 Non1.111T ENGINEERING AND IS NOT TO BE USED, IN WHOLE OR M PART, FOR ANY OTDER PRO"' WITIOUT WRITTEN AU FA Or PACIFIC FoRm WEST ENGINEERING of the design professional LU Lo T of record sic ;c a Bar Spd, t Tie threaded rodb 1 1 H_ In M J footing reinforcemoist hanger M T = Z (recommended) EXPOSURE' B WIND SPEED Double nut and SNOW LOAD: 30 SSE STRUCTURAL DETAILS DRAWN BY: washer assembly 10.24,2012 SCALE: AS NOTED PROJECT Sill plate anchor bolt PNE R -11342 SHEET NO: 5b -3 (per Code) 10. 1 1 SEAT ANCHORAGE BOLT INSTALLATION 14. 15. N Vertical face Vertical face Anchor Bolt Holder . " ") 2 4" To install Shear Brace rush to the outside t face of wall, align Bolt Holders vertical face with inside face of formwork. Jam nut Groove Threaded rod used Grooves Threaded Rod Assemblly —(2s 4'7 To'mstall Shear Brace centered under 52' header or beam, align Bolt Holder's grooves with insitle face of formwork. 12, 16. N Locate center of Optional. 1 countersink 312" (42 ") 1" diameter i from bottom of double countersink, t top plate or header. max. 14" deep. Start screw at lop inside - edge of countersink PLAN VIEW 114" min. Now spacing w • 13e" oc min. 1z' min. at chase i" min. at edge 1" min, at edge — — 8 Vertical face Vertical face Anchor Bolt Holder . " ") 2 4" To install Shear Brace rush to the outside t face of wall, align Bolt Holders vertical face with inside face of formwork. Jam nut Groove Threaded rod used Grooves Threaded Rod Assemblly —(2s 4'7 To'mstall Shear Brace centered under 52' header or beam, align Bolt Holder's grooves with insitle face of formwork. 12, 16. N M w w ex >i ON N 0 Fit- SIT P, I N z 3� m t a p Im E l0 /! fY e lLLL V �, H so W U +I 0 W O I ZN D N O i .o T T r�pp m U) w PIT W C S a D_ k OR/AK04 RED TO BE VALID REUSE OFDOCUMENTs uTNopi ALTEannON OF ANV OE Is INFORMA'SPIN ON THIS DOrOMENT WILL mvAL1IATE THE DOCUMENT, MYCERTmuT1oN ANDSIGNINRE. THE IDEAS AND DESIGNS men$ ACED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL 11FO,, IS THE ORDERS' OF VAa111 Non1.111T ENGINEERING AND IS NOT TO BE USED, IN WHOLE OR M PART, FOR ANY OTDER PRO"' WITIOUT WRITTEN AU FA Or PACIFIC FoRm WEST ENGINEERING LU Lo T CQ sic ;c O t 1 H_ In M J M W Q M T = Z a '. EXPOSURE' B WIND SPEED 85 MPH SNOW LOAD: 30 SSE STRUCTURAL DETAILS DRAWN BY: 3K5 /SMR DATE: 10.24,2012 SCALE: AS NOTED PROJECT NUMBER. PNE R -11342 SHEET NO: 5b -3