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APPROVED BLD ENG-RESUB3 BLD2022-1081+Architectural_Plan+1.9.2023_4.02.26_PM+3305494r` N 0 N PROJECT INFORMATION LEGAL DESCRIPTION MEADOWDALE BEACH BLK 000 D-22 - LOT 4 CITY OF EDM SP NO S-92-022 REC AF NO 9503010348 BEING PTN OF TR 122 EXST PLAT TGW PTN VAC 172ND ST SW PER CITY OF EDM ORD 3208 PARCEL # 00513100012222 ZONING: RS-20 CODE: IRC 2018, WAC 2018, ECDC 2018 YEAR BUILT: 1972 JURISDICTION: EDMONDS PRESENT USE: SINGLE FAMILY PROJECT ADDRESS 7527 172nd St SW, Edmonds, WA 98026-5123 OWNER INFORMATION Kaveh Noorbakhsh kavehn1@gmail.com 5ft2 Studio Architects PROJECT DESIGNER Peik Li Pang Peikli.Pang@5ft2studio.com GENERALCONTRACTOR TBD Chris bernards, pe, se, leed, ap principal STRUCTURAL ENGINEER Sideway engineering Mobile: (425)673-4160 Chi rsb@sideswayengineering.Com WORK DESCRIPTION Demolish existing NW Deck and enclose for new kitchen expansion. • Create a new deck connecting to the new kitchen. • Create an additional one -car garage space adjacent to existing two -car garage • Extend basement space for flex room Sheet List Sheet Number Sheet Name .G1.0 COVER SHEET .G1.1 GENERAL NOTES A0.1 SITE PLAN A1.1 EXISTING BASEMENT A1.2 PROPOSED BASEMENT A1.3 EXISTING LEVEL 1 A1.4 PROPOSED LEVEL 1 A1.5 PROPOSED ROOF PLAN A2.0 ELEVATIONS A2.1 ELEVATIONS A3.0 SECTIONS A5.0 DETAILS A5.1 ASSEMBLIES A6.0 SCHEDULES A6.1 CODE COMPLIANCE - SITE DATA A6.2 CODE COMPLIANCE - SITE DATA 2 A6.3 CODE COMPLIANCE - ENERGY A6.4 CODE COMPLIANCE - ENERGY 2 BUILDING CODE NOTES ALL WORK ARE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES AND ORDINANCES USED IN AUTHORITY HAVING JURISDICTION ENGINEERING DIVISION 2018 INTERNATIONAL RESIDENTIAL CODE (IRC) APPROVED AS NOTED 2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC) 1/25/2023 2018 WASHINGTON STATE ENERGY CODE, WAC 51-11 (WSEC) - REFER TO A1.5 FOR DOWNSPOUT City Of Edmonds INFORMATION. - REFER TO SITE PLAN FOR ALL OTHER ENGINEERING Qi iili-lir►ry nr%r%�r+mor%+ I REQUIREMENTS. Work ------------------------------------------------------ ------------ ADDITION/ REMODEL/DECK --------------------------------------------------- Address 7527 172ND ST S3W Owner NOORBAKHSH Approved Date:: ---- ------------- 1 /12/2023 --- Building Official : /I.el�%tf /��OOfjt�e�G� Permit Number BLD2022-1081 ----------------------------------------------- ------------------- i SEPARATE PLUMBING PERMIT i REQUIRED FOR THIS PROJECT. ----------------- OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES CD Q t (e ti VICINITY MAP 0 II s Paine Field Lake - Stickney Picnic 99 Point -North ; Lynnwood 25 •7527 172nd Street SW, Edmonds, WA 98026 Costco WholesaleQ v Martha Lake 527 sza Lynnwood sza sza Edmonds Alderwood © Manor ©Swedish Bothell West Edmonds Campus ,oa ■ Woodway Esperance Mountlake (o"eIe g LOCATION MAP M 5z7 \CANYON PARK l�V I I 172nd St SW t Dr I m DRAWINGS PERMITS BY OTHERS/DEFERRED PERMIT: IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE ADDITIONAL DRAWINGS AND PERMITS AS REQUIRED TO COMPLETE THE PROJECT. THE FOLLOWING LIST IS BY NO MEANS MEANT TO BE COMPREHENSIVE, OF THE POSSIBLE TYPES OF ADDITIONAL PERMITS, DRAWINGS, AND SUBMITTALS THAT MAY BE REQUIRED DURING THE COURSE OF THE PROJECT. DEPENDING ON THE PROJECT, SOME OF THE FOLLOWING PERMITS, DRAWINGS, AND SUBMITTALS COULD COME UP INCLUDING OTHERS NOT LISTED BELOW: - PROVIDE INFORMATION TO CITY REGARDING DISPOSAL OF EXCESS SOIL. - PROVIDE DESIGN OBTAIN PERMIT FOR ANY REQUIRED SHORING WORK. - PROVIDE DRAWINGS OBTAIN PERMIT FOR PLUMBING WORK BY LICENSE CONTRACTOR - PROVIDE DRAWINGS OBTAIN PERMIT FOR ELECTRICAL WORK BY LICENSE CONTRACTOR - PROVIDE DRAWINGS OBTAIN PERMIT FOR MECHANICAL WORK BY LICENSE CONTRACTOR - OBTAIN PERMIT FOR STORM SEWER DESIGN AND HOOK-UP - OBTAIN ALL TREES REMOVAL PERMIT - APPLY AND PAY FOR ANY REQUIRED WATER METERS. OBTAIN SEPARATE PERMITS FOR DEMOLITION ACCESSORY BUILDINGS AND RETAINING WALLS * FOR REFERENCE ONLY. IMAGE MAY SHOW DIFFERENT LANDSCAPING & BLDG CONDITIONS THAN PLANS & ELEVATIONS. DO NOT BUILD FROM RENDERINGS. - ANY DEFERRED SUBMITTALS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR \ REVIEW AND APPROVAL. ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE . . . . . . . . . . . . . . . . . . . Interconnected Smoke Alarms Are A Requirement!! - I I Of This Permit In Accordance With R314.2.2............................................. ------------------------ - 1t 5TT2 5ft2 Studio Architects 2625 Northup Way, Suite 100, Bellevue, WA 98004 info@5ft2studio.com www.5ft2studio.com 425.287.1567 20120172 REGISTERED AR HIT T PEIK LI PAN STATE OF WASHIN TON 08.2.2022 7527 Edmonds 7527 172nd St SW, Edmonds, WA 98026-5123 Building Permit B LD2022-1081 **ALL EXISTING AND NEW DIMENSIONS VERIFY IN FIELD** NO. DESCRIPTION DATE 1 Revision 1 10/23/2022 RESUB Jan 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE: 08/102022 COVER SHEET .G1.0 GENERAL NOTES A. The drawings are intended to only partially describe the scope of work for the project, any work not shown here, but required by code, or the specifications, or to make the work complete, shall be provided as part of the work. B. Refer to the list of abbreviations for common abbreviations used in the drawings. If an abbreviation is not on the list, or not commonly used, refer to the architect for clarification. C. It is the intent of the documents that all work complies with all applicable local, state, and national codes and ordinances in effect at the date of permit submittal. Nothing in these drawings shall be construed to grant approval for any code violation. Any errors, omissions, or non-compliance with governing codes shall be brought to the attention of the architect immediately. D. Before starting each portion of the work, the contractor shall carefully study and compare the various drawings and other contract documents related to that portion of the work, as well as owner -provided information, shall take field measurements of any existing conditions related to that portion of the work and shall observe any conditions at the site affecting it. Any errors, inconsistencies or omissions shall be reported promptly to the architect. E. Do not scale the drawings. The contractor shall use dimensions shown on the drawings and verify actual field measurements. If discrepancies are found, the architect shall be notified at once. F. Dimensions are shown to the face of concrete, face of stud at exterior walls, face of finished wall at interior walls, face of finished wall at existing walls, and edge of openings, unless detailed or noted otherwise on drawings. Refer to the architect if clarification is needed. G. Repetitive features not indicated in the drawings everywhere they occur shall be provided as if drawn in full H. The contract documents are complementary, and what is required by one shall be as binding as if required by all. In case of discrepancy, refer to the architect for clarification. I. The contractor shall verify the dimensions required for all equipment, appliances, fixtures, cabinets, ductwork, and openings before framing begins .the contractor shall coordinate with the subcontractors of all trades to verify the sizes and locations of openings through the floors, walls, ceilings and roofs for ducts, pipes, conduits, and equipment.The contractor shall coordinate the location and installation of wood backing, blocking, furring and stripping as required for the installation and attachment of work of all trades. J. The systems, including, but not limited to, mechanical, plumbing, and electrical work are bigger designed. The contractor shall be responsible for all work done on site (field). Work shown on the drawings is intended to illustrate the general design intent, scope, and location of work. All work not specifically drawn, but required for a complete, legal, and functioning system, shall be provided as part of the work. K. The contractor shall secure and pay for all permits and governmental fees, licenses and inspections necessary for proper execution and completion of the work, with the exception of the master use permit and the building permit. L. Prior to the commencement of any construction or site development activity, the contractor and/or architect shall schedule a pre -construction meeting with the project team members for the purpose of answering initial questions, clarifying areas of concern, and formalizing a construction administration process. The meeting(s) shall include the architect, general contractor, owner, landscape architect, structural engineer, civil engineer, geotechnical engineer, and water intrusion consultant M. All information contained in these documents represents a "basic limited architectural service" that requires the contractor to be knowledgeable and experienced with all aspects of construction including all building codes and regulations imposed by the city or county and any other agency having jurisdiction over the project. N. It is the responsibility of the contractor to provide all construction necessary for the complete installation of all operating systems, materials and finishes in accordance with mfr.'s recommendation or written specifications. It is the responsibility of the contractor to ensure construction means and method and final construction technique. Contractor shall thoroughly review drawings, specifications and owner's requirements. O. Safety, care of adjacent properties during construction, compliance with local, state, federal regulations regarding safety on site shall be the contractors responsibility P. No deviation from these documents shall be made without written approval from the owner and architect. Any changes can affect the structural integrity and code related issues of the structure. Q. All information contained in these documents is for the purpose of construction permit acquisition and construction only. The information provided is not intended for any other purpose and no other use is intended or implied, e.g. plan information is not intended to be used as a base for sale or transfer of real estate R.The architect may assist in coordination with consultants (such as soils, structural, civil engineers etc) but under the terms of basic limited service, receives no compensation for, and assumes no responsibility or liability for the area of their (consultants) work and expertise. S.This set of drawings shall not be copied in whole or in part without prior written consent from the owner. this document is considered as one unit and shall not be considered complete or whole if documents are separated in any manner. documents shall not be separated for the purpose of submitting proposals or for separate phases of construction. T.These documents are prepared for use by the contractor and shall not, either in whole or in part constitute any direction or instruction to any contractor with regard to construction methods, means or techniques. U.The contractor shall be responsible for demolition work including, but not limited to, sequence & temporary shoring of all existing structures & verification of existing utilities & services. V. Construction Barricades: Provide construction barricade as required to keep public and employees safe, following all applicable federal, state and city codes and regulations. Acceptance of these plans for construction constitutes an understanding of above mentioned terms and basic limited architectural service as described in agreement between owner/architect. SITE NOTES 1. The contractor shall verify dimensions of existing site conditions, distances, and topographic contours. Site conditions shown are from owner -provided information, surveys by others, and public records. The architect is not responsible for the accuracy of the survey or existing site information. 2. The contractor shall verify dimensions of existing site conditions, distances, and topographic contours. Site conditions shown are from owner -provided information, surveys by others, and public records. The architect is not responsible for the accuracy of the survey or existing site information. 3. The Contractor shall order necessary site boundary and setback survey prior to commencement of all work. 4.The contractor shall execute and complete all work on adjacent properties and public rights -of -way that is required by construction easement agreements with neighboring property owners, private contract documents with the city department of transportation, street use permits, or any other agreement or contract .all improvements and repairs to sidewalks, alleys, streets and neighboring properties shall be coordinated to minimize the impact on the public and to maintain access to neighboring properties .the contractor shall make arrangements and secure necessary permits when construction requires street or sidewalk closures. 5. If any hazardous material, including but not limited to asbestos or polychlorinated biphenyl (pcb), is encountered on the site by the contractor, the contractor shall immediately notify the owner. 6. Prior to beginning any demolition work, the owner or contractor shall submit a "notice of intent" to the Puget Sound clean air agency (pscaa) and fulfill their requirements. 7. New water mains, fire hydrants, and temporary fire department access shall be installed, inspected, and approved by the fire department prior to the commencement of combustible construction. ri1 ti LID co N O N STRUCTURAL/FRAMING (SITE -SPECIFIC STRUCTURAL ENGINEERING SHALL GOVERN A. All structural matter refer to structural drawings provided by project structural drawings B. All materials and workmanship shall conform to the requirements of the drawings, notes, specifications, and all applicable codes and ordinances. C. All wood frame construction shall conform to the minimum standards of IRC/IBC, unless specified in the Structural Drawings, Structural Notes and Specifications. D. Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used. The pedestals shall project at least 6 inches above exposed earth and at least 1 inch above such floors. E. Where installation includes manufactured products, comply with the manufacturer's applicable instructions and recommendations for installation. Verify rough in dimensions for equipment and provide buck -outs, backing and jacks as required. F. All wood exposed to the weather, such as wood used for deck framing including, decking railings, joists, beams and posts shall be pressure treated or of wood with natural resistance to decay per IRC/IBC -Girder ends within 1/2 of exterior masonry walls below grade. -Wood joists in crawl space closer than 18" to ground or girders closer than 12" to ground. - Wood framing resting on the foundation within 8" of exposed earth. -Wood framing or furring attached directly to below grade concrete. -Sleeper or Sills on concrete slab on grade concrete. -Wood siding within 6" of exterior ground. G. Verify all rough -in dimensions for equipment, provide all buck -out, blocking, backing and jacks required for installation BUILDING ENVELOPE A. Asphalt -saturated felt free from holes or breaks, weighing not less than 14 pounds per 100 square feet and complying with ASTM D 226 or other approved weather resistant material shall be applied over sheathing of all exterior walls. approved alternative weatherproof membranes shall be used for open joint rain screen siding, weather resistant materials shall be applied horizontally per manufacturers recommendations, with the upper layer lapped over the lower layer not less than 2 inches and not less than 6 inches where joints occur. B. Approved corrosion -resistive flashing shall be provided in the exterior wall envelope in such a manner as to prevent entry of water into the wall cavity or penetration of water to the buildings structural framing components the flashing shall extend to the surface of the exterior wall surface and shall be installed to prevent water from reentering the exterior wall envelope. flashing shall be installed at, but not limited to the following locations: - the top of all exterior window & door openings - intersections of frame walls and masonry or stucco - under masonry, wood or metal copings and sills - continuously above all projecting wood trim - where exterior porches, decks or stairs attach to a wall - at wall and roof or soffit intersections - at built-in gutters FIREBLOCKING AND DRAFTSTOPPING A. Floor Assemblies Fireblocking and Draftstopping shall be in stalled in accordance with IRC/IBC. B. Wall Assemblies: Fireblocking shall be installed per IRC/IBC C.Chimneys and fireplaces: All spaces between chimneys and floors and ceilings through which chimneys pass shall be reblocked with noncomustible material securely fastened in place. The fireblocking of spaced between chimneys and wood joists beams, or headers shall be self supporting or be placed on strips of metal or metal lath laid accross the spaces between combustible material and the chimney. DRYWALL FINISH A. Provide 1/2" gypsum wall board for non -rated assemblies and 5/8" type x gypsum wall board for 1-hr rated assemblies with all exposed joints and fastener heads smooth and flush with the surface of the board, joints taped and prepared for a pplication of finish, use water-resistant board at all wet areas to 4'-0" aff. B. When gypsum board is used as a base for tile or wall panels far tub, shower or water closet compartment walls, water resistant gypsum backing board shall be used. C. All gypsum board partitions shall be taped and sanded smooth with no visible joints or lines. all screws or other attachment devices shall be patched and not visible. patch and repair surfaces to match adjacent or adjoining surfaces where required. all surfaces shall be aligned and sanded smooth. REFLECTED CEILING PLAN NOTES A. Coordinate the work of all trades involved in the ceiling work to insure clearances for fixtures, ducts, piping, ceiling suspension system, etc., necessary to maintain the finished ceiling heights. see reflected ceiling plans for finished ceiling heights. verify in field. B. Perimeter ceiling angle, where occurs, shall be installed tight to vertical surfaces, free from curves, breaks, or other irregularities, and painted to match ceiling finish. C. Furnish and install all fixtures, associated trim, fixture lamps, and seismic bracing as required. D. Light fixtures, exit signs, sprinklers, and other ceiling elements shall be located in center of individual ceiling tile, unless otherwise noted. all switches and dimmers shall be located 48" above finished floor to center of switch, unless otherwise noted. Multiple switches at one location shall be ganged together and finished with one cover plate, unless otherwise noted. E. Provide ceiling access as required for equipment and system maintenance, and match adjacent ceiling finish, unless otherwise noted. all soffits and ceiling heights are dimensioned from top of finished floor to bottom of finished gypsum board or ceiling tile and shall allow for thickness of all floor finishes. F. The reflected ceiling plan indicates the location of ceiling heights, light types, light fixtures, switch locations, and associated items. refer to engineering drawing (lighting plan) for circuiting, wiring layout, and additional information. G. In the event of discrepancies between the architect's reflected ceiling plan and the engineer's lighting plan, immediately notify the architect in writing before ordering materials or proceeding with work. H. All specific information concerning installation of various above -ceiling elements are to be found in the hvac, plumbing, fire protection, electrical, and lighting drawings. I. Notify architect of any conflicts of light fixture locations with main runners, ducts, structures, hvac, and/or (e) conduit, prior to framing for lights. any discrepancies between architect's ceiling grid location and actual field conditions are to be clarified with the architect prior to framing. J. Submit grille, sprinkler, thermostat, and other fixture and element layouts to the architect for review at least 2 weeks prior to installation. K. Verify field conditions and locations of all plumbing, mechanical ducts, structural elements, and any and all other applicable items; install applicable new plumbing, mechanical fans, ducts, conduits, and other related and appurtenant items so as to not conflict with luminaires and any and all field conditions. L. Furnish and install underwriters laboratories inc. (ul) labelled devices throughout. M. Install light fixtures with protective film or similar cover over louver, lens, baffle, and the like, to avoid fixture soiling or damage; fixtures shall be maintained clean and as new; lamps shall be new at project completion. N. Refer to engineering drawings for all life safety devices required by code and all emergency light fixtures. architectural drawings shall govern location of these devices. ELECTRICAL A. Electrical work shall be performed in a bidder design" manner. The Contractor shall submit such systems separately permit. B. It is the contractor's responsibility to design systems that meet all requirements and codes. Contractor shall submit drawings, pay for, and obtain permit and perform work in a manner that meets or exceeds the recognized workmanship standards for the industry. C. All drawings are to be submitted for review and approval to the owner before performing work. Specific attention is to be paid regarding owner requested locations of electrical, phone and computer cabling port locations D. Proper protection shall be provided around recessed light fixtures per manufactures recommendations so that overtheating will not occur. Recessed light fixtures to be C. rated. DOOR NOTES A. Refer to door schedule for all door/hardware specifications. B. Field measure floor to ceiling doors for proper fit. C. Exterior level landing may slope up to 1/4" per foot max. in any direction for surface drainage. D. The floor or landing shall not be more than 1/2" lower than the threshold of the doorway. bevel (1:2 max. slope) where the threshold exceeds 1/4" in height. E. Door openings in partitions not dimensioned are to be located within 4" of adjoining partition, unless otherwise noted. F. All glass in doors shall be tempered safety glass, unless otherwise noted. G. Hollow metal doors shall be finished with semi -gloss paint. refer to finish schedule for additional information H. Doors opening into required exit corridors do not restrict the required width when opened in any position. I. All doors required as exits shall swing in the direction of travel. J. Provide doors made with adhesives and composite wood products where possible that do not contain urea formaldehyde. MILLWORK NOTES A. All blocking required shall be ascribed to wall or ceiling, general contractor to check job progress and coordinate with other trades involved. general contractor is responsible for all blocking required; under no circumstances will "extra" work be authorized for extra blocking. B. The general contractor shall submit shop drawings and samples to the architect for review. C. Field conditions prior to the start of fabrication, the general contractor shall check and verify all dimensions and conditions at job site and shall be responsible for the same. D. Joinery, where members are mitered or butted, they shall be joined and secured in a manner to insure against the joint opening. E. Fabrication, all of the work shall be fabricated, assembled, finished, and erected in the best method known to the cabinet trade. surfaces shall be true, straight, and free from all machine and tools markings, bruises, indentations, chips, or abrasions. F. Field verification, it shall be the general contractor's responsibility to have examined the job site in conjunction with the project documents so as to be satisfied as to the conditions under which the work will be performed, including such matters as unloading facilities, locations and sizes of elevators, equipment, or facilities needed preliminary to and during the work, and other conditions which may affect the work. G. Protection, the general contractor shall maintain reasonable protection to safeguard his work from damage and to protect building owner's property from injury or loss arising in connection with all project work. H. The general contractor shall guarantee that all materials and workmanship shall be of the quality specified and shown and that any defect due to improper workmanship or materials discovered and made known within one year from the date of substantial completion of the installation shall be repaired or replaced with reasonable promptness without additional cost. architect will give notice of such observed defects with reasonable promptness. I. Installation, general contractor will shim and level countertops above files after files are installed by others. files in operations area to be shimmed and secured to millwork after they are set in place. general contractor to level floor under files in all areas where files are ganged or installed below fixed cabinetry. (plastic laminated shims as required at file cabinet area). J. All millwork shall receive final finish at the shop or factory prior to delivery. general contractor shall protect all finished and installed millwork from damage by other trades. damaged or defective millwork shall be replaced by the general contractor. at his expense. K. Millwork contractor to coordinate location of electrical, telephone, and communications outlets and install grommets in countertop surfaces as required to conceal cables. L. Shelving, no unbraced length of shelving and or counterwork shall exceed 3'-0" without additional supports and or blocking. all end conditions shall be properly blocked and or supported. M. Overhead cabinets, all blocking and wood cleats for overhead cabinets to be screwed and secured to full height or braced ceiling height metal studs and wood grounds. MECHANICAL A. HVAC and Plumbing work shall be performed in a "Bidder Design manner. The contractor shall submit such systems separately for permit. B. It is the contractor's responsibility to design systems that meet all requirements and codes. Contractor shall submit drawings, pay and obtain permit and perform work in a manner that meets or exceeds the recognized workmanship standards for the industry. C. All drawings are to be submitted for review and approval to the Owner before performing work. D. Heating equipment shall be listed and labeled by an approved agency and installed to listed specifications E. Appliances installed in garages or other areas where they may be subject to mechanical damage shall be suitably guarded against such damage by being installed behind protective barriers or by being elevated or located out of the normal path of vehicles. F.Equipment located in a garage and capable of igniting flammable vapors shall be installed with the pilots or burners or heating elements and switches at least 18 inches above the floor level. G. Appliances designed to be in fixed positions shall be fastened or anchored in an approved manner Water heater shall be anchored or strapped to resist horizontal displacement caused by earthquake motion. Strapping shall be at points within the upper one-third and lower one-third of the appliance's vertical dimensions. At the lower point, the strapping shall maintain a minimum distance of 4 inches above controls. H. Verify types, manufacture, and locations of a plumbing, faucets with Owner prior to purchasing and/or installing I. Vent outlet for gas appliances shall be 3' minimum away from operable windows, and 10' minimum away from fresh air intakes per WA VIAQ 303.4.1.5. J. Protection of structure: the building or structure shall not be weakened by the installation of mechanical systems. Penetrations of floor/ceiling assemblies and assembles required to have fire resistance rating shall be protected in accordance with IRC/IBC K. The cutting, notching and boring of wood framing members shall comply with IRC/IBC Joist notching shall be per IRC 502.8: Notches on the ends of members shall not exceed one-fourth the member depth. Holes bored in joists shall not be within 2 inches of the top or bottom of the joist, and the diameter of any such hole shall not exceed one-third the depth of the joist. Notches in the top or bottom of members shall not exceed one - sixth the depth, shall not be longer than one third of the depth of the member and shall not be located in the middle third of the span. L. Stud cutting and notching shall be per IRC/IBC, In exterior walls and bearing partitions, any wood stud is permitted to be cut or notched not to exceed 25 percent of its depth Cutting or notching of studs not greater than 40 percent of a single stud depth is permitted in nonbearing partitions supporting no loads other than the weight of the partition. A hole not greater in diameter than 60 percent of the stud depth is permitted to be bored in any wood stud, provided that the resulting hole no more than 5/8 to the edge of the stud, and the hole is not located in the same section as a cut or notch, Studs located in exterior walls or bearing partitions drilled over 40% and up to 60% shall also be doubled with no more than two successive doubled studs bored. M. Engineered wood products shall be cut and notched in accordance with IRC/IBC Cuts, notches and holes bored in trusses, structural composite lumber, structural glue laminated members and (- joists are prohibited except where permitted by the manufacturer's recommendations or where the effects of such alterations are specifically considered n the design of the member by a registered design professional. N. Contractor shall submit shop drawings of ductwork and registers, including access panels if required; cuts of all fixtures, fittings, and accessories, to architect for review and action prior to proceeding with fabrication and/or installation or relocation. O. Air balancing- air conditioning system throughout entire space is to be properly balanced after move in. air balance shall be performed by an independent air balance contractor who shall certify that the report is accurate submit 2 copies to building owner. P. Heat producing equipment- hvac contractor to refer to reflected ceiling and furniture drawings for occupancy figures and heat producing equipment. Q. Ceiling diffusers - installation shall be coordinated with all trades as required for proper assembly. ceiling diffusers to be relocated to maintain new fixture patterns as required. R. All peripheral shut-off valves shall be accessible at all times S.. The contractor shall coordinate his plumbing work with manufacturer's specifications. the contractor shall coordinate plumbing work with that of all other trades. T.The contractor shall plan installation of new plumbing work and connections to existing work to insure minimum interference with regular operations of existing facilities. submit to the building manager a date schedule for approval of necessary temporary shutdowns of existing services. all shutdowns shall be made at such time as will not interfere with regular operations of existing facilities and only after written approval of the building manager. U.Penetrations - sleeves are to be provided for each pipe passing through walls, partitions, floors, and slabs. all penetrations of rated assemblies shall be fire stopped per code. V. Testing - before being covered up or built-in, all piping shall be tested as required by the authorities having jurisdiction. W. Contractor should fulfill mechanical ventilation requirement per IRC/IBC 5ft2 Studio Architects 2625 Northup Way, Suite 100, Bellevue, WA 98004 info@5ft2studio.com www.5ft2studio.com 425.287.1567 20120172 REGISTERED ARCHITECT v - v PEIK LI PAN STATE OF WASHIN TON 08.2.2022 7527 Edmonds 7527 172nd St SW, Edmonds, WA 98026-5123 Building Permit BLD2022-1081 **ALL EXISTING AND NEW DIMENSIONS VERIFY IN FIELD** NO. DESCRIPTION DATE RESUB Jan 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-1081 DATE: 08/102022 GENERAL NOTES .G1.1 B1 - 0 ti E LO V c0 N O N 00 co ih N (V In LO 9 — PROPERTY LINE ESTIMATED Oj \ \ \ / / \\ CAUTION: OUT OF SETBACK V \ ^� LINE BEROERIFIED BY PROPERTY LINE I 1 2 / \3 Demo (E) tree `� \ SURVEYOR Demo (E) tree � �V PROPERTY LINE RESOURCE _ — l — v FROM: PLATMAP DATED 1 -� 5-19-88 � �� ) \ 41 - 11 7/8 - SETBACK co \ 4'- 8" \ 12' - 8 1 /2" \ / 24' - 7 3/8" ,0' - 7 7/8" M N L77_ L 17 Z-17 _ 17_'L177T_TJ7T7 Upgrade I I , I (E) 2x4 stud wall Vi I LO' ,= around the crawl space to LO 1` ip CO i (V LO EXIST BASEMENT PLAN 1 /4" = 1'-0" foundation wall per structural I • a s Qb Q°a _ _ v i (E) Concrete foundation I Demo (E) tree ­7 ) wall to remain / _ (E) Crawl space FrLlJ_ L -LI77L I7-L-1 IT_ LT_ L to remain \ Demo (E) Stair Upgrade (E) 2x4 stud wall I around the crawl space to jJ __' _I _ 2x6 stud external wall with — \ - insulation per structural N— I — — — — — — \tt-- -- _ M / (E) Crawl space to remain r---�--� 3'-71/8" i \ (E) CMU to remain Demo (E) tree LO r4' - 5 5/8" ? 0_ _ \ - co (E) Mech. \ (E) Porch o room to I in remain 8'-81/2" 8'-1" �) - (E) Brick r - wall to ��LT� 11� remain _ 41' - 6 3/4" I -- I I I (E) Family room LJ Existing basement remain untouched a IL 17'-01/8" 1 3'-9" 20'-91/2" a' I I L _ I I I I I I r I I L d I I - I I I I •B r -- I _ L-- a I I q UP I I - (E) Family room aQ Existing basement remain untouched IE •a I I I I I I II I I\ OR F-A PLAN NOTES sG SAFETY GLAZING REQUIREMEMT (S.G.) : (IRC R308.4.2) SAFETY GLAZING PER IRC R308 IN WINDOWS AND DOORS EE EMERGENCY ESCAPE AND RESCUE OPENING (E.E.) : (IRC R310.1) All sleeping rooms must have an emergency egress window or door that leads directly to a yard or public way (IRC R310.1). • Emergency egress windows must provide a minimum clear openable area of 5.7 square feet, 24 inches high and 20 inches wide. • Emergency egress windows must have a maximum finished sill height of 44 inches above the floor. • No openings are allowed between a sleeping room and a garage (IRC R302.5.1) GUARDRAILS, HANDRAILS AND STAIRS All guardrails to be 36" high minimum above finished floor (a.f.f.) openings in railing assemblies are not to exceed 4 in one direction. guardrails to withstand a uniform load of 50 Ibs/ft or a concentrated load of 200 Ibs placed at the top of the handrail or guard. infill areas must be able to withstand a load of 50 Ibs / square foot Handrails to be between 1 1/4" diameter to 2" diameter, with clearance of 1.5" between rail and wall surface. mount between 34" and 38" above stair nosing or @ 36" a.f.f., typ Riser: max 7 3/4", tread: min.10" MECHANICAL VENTILATION (IRC M1505) Intermittent and local exhaust rate TABLE ((At469&4:S(2T M1505.4.3131 INTERMITTENT 2MWHOLE-H06SE MECHANICAL VENTILATION RATE FACTORSas RUN-TIME % IN EACH 4-HOUR SEGMENT ((26%)) ((a&%)) 50% 66 % 1 75 % 1 100% FACTOR' ((4)) ((4)) 2I3 1.3 1 ( a. For ventilation system run time values between those given, the factors arc permitted to be determined by interpolation. b. Extrapolation beyond the table is prohibited. IWI M1505.4.4 Local exhaust rates. Local exhaust systems shall be designed to have the capacity to exhaust the minimum airflow rate detetTnined in accordance with Table M 1505.4.4. If the local exhaust fan is included in the whole house ventila- tion system. in accordance with Section 1505,Tel, then the exhaust fan shall be controlled to operate as specified in Section M 1505.4.2. M1505.4.4.1 Local exhaust. Bathrooms, toilet rooms, and kitchens shall include a local exhaust system. Such local exhaust systems shall have the capacity to exhaust the minimum airflow rate in accordance with Table M 1505.4.4(1). Fans required by this section shall be provided with controls that enable manual override or automatic occupancy sensor, humidity sensor or pollutant sensor controls. An "on/off' switch shall meet this requirement for manual controls. Manual fan controls shall be readily accessible in the room served by the fan. TABLE M1505.4.4u MINIMUM ((RiQUUW.Q)) LOCAL EXHAUST RATES (( II AREA TO BE EXHAUSTED EXHAUST RATES INTERMITTENT CONTINUOUS Kitchens 100 cfrn .„ Bathrooms — Toilet rooms 50 cfm ((tntermiHer+E AF 20 G&A GONSiN`)) 20 cfin ror at: r cuom root per mmure = u.wrw t iv m-rs. 100 CFM ON SWITCH mechanical ventilation systems in bathrooms, 1 laundry rooms & similar rooms should exhaust directly to the outside. the point of discharge of O50 CFM ON SWITCH exhaust air shall be at least three ft from any 2 openings into the building per WA VIAQ 303.4.1.5. The whole house mechanical ventilation see G1.1 mechanical note SMOKE DETECTORS (IRC R314.3) R314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Heat detectors and heat alarms shall be listed for the intended application. Combination smoke and carbon monoxide alarms shall be listed in accordance with UL 217 and UL 2034. R314.2 Where required. For new construction. Smoke alarms shall be provided in dwelling units. A heat detector or hear alarm shall be provided in new attached garages. R314.3 Location. Smoke alarms shall be installed in the following locations: 1. In each sleeping room or sleeping loft 2. Outside each separate sleeping area in the immediate vicinity of the bedromms. 3. On each additinal story of the dweling, including basements and habitabe attics and not including crawl spaces and uninhabitable 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 ful story below the upper level. 4. Smoke alarms shall be installed not less than 3 feet horizontally from the door or opening of a bathroom that contains a bathtub or shower unless this would prevent placement of a smoke alarm required by this section. R314.4 Interconnectivity. Where more than one smoke alarm is required to be installed within an individual dwelling unit in accordance with Section R 314.2, the alarm devices shall be interconnected in such a manner that the actuation of one alarm will activate all of the alarms in the individual dwelling unit. Physical interconnection of smoke alarms shall not be required wehre listed wireless alarms are installed and all alarms sound upon actitication of one alarm. R314.5 Combination alarms. Combination smoke and carbon monoxide alarms shall be permitted to be used in lieu of carbon monoxide alarms. O CARBON MONOXIDE ALARM (IRC R 315.1) R315.1.1 Listings, Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms shall be listed in accordance with UL 2034 and UL 217. R315.2 Where required. For new construction, an approved carbon monoxide alarm shall be installed outside of each separate sleeping area in the immediate vicinity of the bedroom in dwelling units and each level of the dwelling in accordance with manufacturer's recommendation. R315.3 Location. Carbon monoxide alarms in dwelling units shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms and each Ievele of the dwelling with the manufacturer's recommendations. Where a fuel -burning appliance is located within a bedroom or its attached bathroom, a carbon monoxide alarm shall be installed within the bedroom. R315.4 Combination alarms. Combination carbon monoxide and smoke alarms shall be permitted to be used in lieu of carbon monoxide alarms. R315.5 Interconnectivity. Where more than one carbon monoxide alarm is required to be installed within an individual dwelling unit in accordance with Section R 315.3, the alarm devices shall be interconnected in such a manner that the actuation of one alarm will activate all of the alarms in the individual dwelling unit. Physical interconnection of carbon monoxide alarms shall not be required wehre listed wireless alarms are installed and all alarms sound upon actitication of one alarm. WALL LEGEND TTTz= DEMO EXISTING WALL EXISTING EXTERNAL 2X6 WALL EXISTING INTERNAL 2X4 WALL NEW EXTERNAL 2X6 WALL INFILL z:� ❑ EXISTING COLUMNS (V.I.F) z *0 NEW COLUMNS PER STRUCTURAL 5 F1 2 5ft2 Studio Architects 2625 Northup Way, Suite 100, Bellevue, WA 98004 info@5ft2studio.com www.5ft2studio.com 425.287.1567 20120172 REGISTERED ARCHIT T PEIK LI PAN STATE OF WASHIN TON 08.2.2022 7527 Edmonds 7527 172nd St SW, Edmonds, WA 98026-5123 Building Permit BLD2022-1081 **ALL EXISTING AND NEW DIMENSIONS VERIFY IN FIELD** NO. DESCRIPTION DATE 1 Revision 1 10/23/2022 RESUB Jan 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-1081 DATE: 08/102022 EXISTING BASEMENT Al. 1 PROPERTY LINE ESTIMATED PLAN NOTES (�) A6.3 (�) I SET CAUTION: our of SETBACK ss SAFETY GLAZING REQUIREMEMT (S.G.) : (IRC R308.4.2) 3 I LINE FROM PROPERTY LINE I SAFETY GLAZING PER IRC R308 IN WINDOWS AND DOORS — 1 2 1 3 4 TO BE VERIFIED BY A3.0 SURVEYOR EE EMERGENCY ESCAPE AND RESCUE OPENING (E.E.) : (IRC R310.1L 41' - 11 7/8" PROPERTY LINE RESOURCE BASEMENT WORK AREA — — _ I FROM: PLATMAP DATED All sleeping rooms must have an emergency egress window or door that leads directly to a yard or r---------------��------- — ----- —__ �i—�^ram _------------------------- I 5-19-88 publicway ((I RC .1n. R310 4'- 8" 12' - 8 1/2" — — 24' - 7 3/8". — 0' - 7 7/8" I I • Emergency egress windows must provide a minimum clear openable area of 5.7 square feet, 24 (E) Softscape — SETBACK inches high and 20 inches wide A2- a ; - , , • . a , I • Emergency egress windows must have a maximum finished sill height of 44 inches above the 6 I remain untouched a ° ` I floor. co I I I • No openings are allowed between a sleeping room and a garage (IRC R302.5.1) Level 1 deck outline I I GUARDRAILS, HANDRAILS AND STAIRS 0 41 11 C C 2 A3.0 All guardrails to be 36" high minimum above finished floor (a.f.f.) openings in railing assemblies are CD not to exceed 4 in one direction. guardrails to withstand a uniform load of 50 Ibs/ft or a I I 3' - 0" 7' - 6 1/8" L5 (N) Foundation I I I concentrated load of 200 Ibs placed at the top of the handrail or guard. infill areas must be able to if) wall per structural I I withstand a load of 50 Ibs / square foot Handrails to be between 1 1/4" diameter to 2" diameter, with clearance of 1.5" between rail and wall surface. mount between 34" and 38" above stair nosing or @ 36" a.f.f., typ 00 tt======41 II II co (E) Concrete foundation I wall to remain I I 3 ❑ Riser: max 7 3/4", tread: min.10" I II 00 II II II N I II II (N) 2x6 stud external (E Crawl space I ------ wall with insulation to remain MECHANICAL VENTILATION (IRC M1505 ) u=====- (E) Column L3 I I I Intermittent and local exhaust rate n t0 remain 9' - 3" \ TABLE ((M4696.1.2(q))) M1505.4.3131 INTERMITTENT QFF WHOLE -HOUSE MECHANICAL VENTILATION RATE FACTORS°" RUN-TIME % IN EACH 4-HOUR SEGMENT ((26%)) ((db46)) 50 % 1 66 % 1 75 % 100% FACTOR' ((4)) ((3)) 1 2 1 I.> 1 1.3 1.0 I a. For ventilation system run time values between [hose given, the factors arc pcnniucd to be determined by interpolation. — — — DD I b. Extrapolation beyond the table is prohibited. P7 (N) Porch N d I i IWI M1505.4.4 Local exhaust rates. Local exhaust systems shall be designed to have the capacity to exhaust the minimum r a I airflow rate determined in accordance with Table M1505.4.4. If the local exhaust fan is included in the whole house ventila- outline co tion system. in accordance with Section 1515.4.1, then the exhaust fan shall be controlled to operate as specified in Section Exavate (E) Crawl space to remain I M1505.4.2. L4 I M1505.4.4.1 Local exhaust. Bathrooms, toilet rooms, and kitchens shall include a local exhaust system. Such local soil if exhaust systems shall have the capacity to exhaust the minimum airflow rate in accordance with Table M 1505.4.401. Fans N I --UP-\ _ a` ossi p (E) CMU to remain I I required by this section shall be provided with controls that enable manual override or automatic occupancy sensor, I humidity sensor or pollutant sensor controls. An "on/off' switch shall meet this requirement for manual controls. Manual -------------�— ---=-'—�= Ifan controls shall be readily accessible in the room served by the fan. 0 I Concrete (E) Porch TABLE M150SAAL11 MINIMUM ((RGQL1RiD)) LOCAL EXHAUST RATES (( )) o pad outline _ (N) Flex space (N) Concrete floor 4 - (E) Mech. 3 0 room to remain (E) Softscape and a,d pavers remain untouched L3 external wall w/ (E) Brick wall N to remain I L1 N insulation I I I I I I I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --J in I? A6.3 4 (E) Family room Existing basement remain untouched N N to to t io to i� 0 PROPOSED BASEMENT PLAN 1 /4" = 1'-011 I I I I I I I I UP I I I (E) Family room Existing basement remain untouched I I I i 2 A6.3 AREA TO BE EXHAUSTED EXHAUST RATES INTERMITTENT CONTINUOUS Kitchens 100 cfm cheat 30 cfiii Bathrooms — Toilet rooms a ) 50 elm ((inieffiiiiiem .F 20 GfiA­@AI*Ru@`)) 20 cfm or— r come root per minute = u.utrar i t v m-is. 100 CFM ON SWITCH mechanical ventilation systems in bathrooms, 1 laundry rooms & similar rooms should exhaust directly to the outside. the point of discharge of O50 CFM ON SWITCH exhaust air shall be at least three ft from any 2 openings into the building per WA VIAQ 303.4.1.5. The whole house mechanical ventilation see G1.1 mechanical note 0 SMOKE DETECTORS (IRC R314.3) R314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Heat detectors and heat alarms shall be listed for the intended application. Combination smoke and carbon monoxide alarms shall be listed in accordance with UL 217 and UL 2034. R314.2 Where required. For new construction. Smoke alarms shall be provided in dwelling units. A heat detector or hear alarm shall be provided in new attached garages. R314.3 Location. Smoke alarms shall be installed in the following locations: 1. In each sleeping room or sleeping loft 2. Outside each separate sleeping area in the immediate vicinity of the bedromms. 3. On each additinal story of the dweling, including basements and habitabe attics and not including crawl spaces and uninhabitable 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 ful story below the upper level. 4. Smoke alarms shall be installed not less than 3 feet horizontally from the door or opening of a bathroom that contains a bathtub or shower unless this would prevent placement of a smoke alarm required by this section. R314.4 Interconnectivity. Where more than one smoke alarm is required to be installed within an individual dwelling unit in accordance with Section R 314.2, the alarm devices shall be interconnected in such a manner that the actuation of one alarm will activate all of the alarms in the individual dwelling unit. Physical interconnection of smoke alarms shall not be required wehre listed wireless alarms are installed and all alarms sound upon actitication of one alarm. R314.5 Combination alarms. Combination smoke and carbon monoxide alarms shall be permitted to be used in lieu of carbon monoxide alarms. O CARBON MONOXIDE ALARM (IRC R 315.1) R315.1.1 Listings, Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms shall be listed in accordance with UL 2034 and UL 217. R315.2 Where required. For new construction, an approved carbon monoxide alarm shall be installed outside of each separate sleeping area in the immediate vicinity of the bedroom in dwelling units and each level of the dwelling in accordance with manufacturer's recommendation. R315.3 Location. Carbon monoxide alarms in dwelling units shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms and each levele of the dwelling with the manufacturer's recommendations. Where a fuel -burning appliance is located within a bedroom or its attached bathroom, a carbon monoxide alarm shall be installed within the bedroom. R315.4 Combination alarms. Combination carbon monoxide and smoke alarms shall be permitted to be used in lieu of carbon monoxide alarms. R315.5 Interconnectivity. Where more than one carbon monoxide alarm is required to be installed within an individual dwelling unit in accordance with Section R 315.3, the alarm devices shall be interconnected in such a manner that the actuation of one alarm will activate all of the alarms in the individual dwelling unit. Physical interconnection of carbon monoxide alarms shall not be required wehre listed wireless alarms are installed and all alarms sound upon actitication of one alarm. WALL LEGEND 2—TT�— DEMO EXISTING WALL EXISTING EXTERNAL 2X6 WALL EXISTING INTERNAL 2X4 WALL NEW EXTERNAL 2X6 WALL INFILL Zt❑ EXISTING COLUMNS (V.I.F) Zt ❑ NEW COLUMNS PER STRUCTURAL 5TT2 5ft2 Studio Architects 2625 Northup Way, Suite 100, Bellevue, WA 98004 info@5ft2studio.com www.5ft2studio.com 425.287.1567 20120172 REGISTERED ARCHIT T PEIK LI PAN STATE OF WASHIN TON 08.2.2022 7527 Edmonds 7527 172nd St SW, Edmonds, WA 98026-5123 Building Permit BLD2022-1081 **ALL EXISTING AND NEW DIMENSIONS VERIFY IN FIELD** NO. DESCRIPTION DATE 1 Revision 1 10/23/2022 RESUB Jan 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-1081 DATE: 08/102022 PROPOSED BASEMENT U11%�a 1 2 /� \3 Demo (E) tree 4 Demo (E) tree 41' - 11 7/8" \ LEVEL 1 WORK AREA — -- -� ------------ — — =� �-----------------— — — — — — — — — — — — -- ------------- I I 17'-41/2" \ — — ——24'-73/8" ��\ I — — — — SETBACK 4' - 8" — — 12' - 8 1 /2" — — 24' - 7 3/8" — — — 1 A2 - EO I \ c0 I 14' - 6 1 /2" 8' - 7" 17' - 4 3/4" t — A1 o in A I I I 0 I EO B1 � DO ci Ch to Cf ) d' I I B — � L C I E DO v Co CV 04 to to in in in in t t v v EXIST LEVEL 1 PLAN 1/4" = 1'-011 — �— — PROPERTY LINE ESTIMATED CAUTION: SETTING OUT OF SETBACK LINE FROM PROPERTY LINE TO BE VERIFIED BY SURVEYOR PROPERTY LINE RESOURCE FROM: PLATMAP DATED 5-19-88 i J PLAN NOTES sG SAFETY GLAZING REQUIREMEMT (S.G.) : (IRC R308.4.2) SAFETY GLAZING PER IRC R308 IN WINDOWS AND DOORS EE EMERGENCY ESCAPE AND RESCUE OPENING (E.E.) : (IRC R310.1) All sleeping rooms must have an emergency egress window or door that leads directly to a yard or public way (IRC R310.1). • Emergency egress windows must provide a minimum clear openable area of 5.7 square feet, 24 inches high and 20 inches wide. • Emergency egress windows must have a maximum finished sill height of 44 inches above the floor. • No openings are allowed between a sleeping room and a garage (IRC R302.5.1) GUARDRAILS, HANDRAILS AND STAIRS All guardrails to be 36" high minimum above finished floor (a.f.f.) openings in railing assemblies are not to exceed 4 in one direction. guardrails to withstand a uniform load of 50 Ibs/ft or a concentrated load of 200 Ibs placed at the top of the handrail or guard. infill areas must be able to withstand a load of 50 Ibs / square foot Handrails to be between 1 1/4" diameter to 2" diameter, with clearance of 1.5" between rail and wall surface. mount between 34" and 38" above stair nosing or @ 36" a.f.f., typ Riser: max 7 3/4", tread: min.10" MECHANICAL VENTILATION (IRC M1505) Intermittent and local exhaust rate TABLE ((M4606-4.2(2))) M1505.4.3131 INTERMITTENT OFF WHOLE -HOUSE MECHANICAL VENTILATION RATE FACTORS' ° RUN-TIME % IN EACH 4-HOUR SEGMENT ((—)) I ((—)) 1 50% 66 % 75 % 1 100% FACTOR' ((4)) 1 ((3)) 1 2 1.5 1.3 1.0 a. For ventilation system run time values between those given, the factors arc permitted to be determined by interpolation. b. Extrapolation beyond the table is prohibited. IWI M1505.4.4 Local exhaust rates. Local exhaust systems shall be designed to have the capacity to exhaust the minimum airflow rate determined in accordance with Table M1505.4.4. If the local exhaust fan is included in the whole house ventila- tion system. in accordance with Section 1505.4.1. then the exhaust fan shall be controlled to operate as specified in Section M 1505.4.2. M1505.4.4.1 Local exhaust. Bathrooms, toilet rooms, and kitchens shall include a local exhaust system. Such local exhaust systems shall have the capacity to exhaust the minimum airflow rate in accordance with Table M 1505.4.40). Fans required by this section shall be provided with controls that enable manual override or automatic occupancy sensor, humidity sensor or pollutant sensor controls. An "on/off' switch shall meet this requirement for manual controls. Manual fan controls shall be readily accessible in the room served by the fan. TABLE M1505.4AL11 MINIMUM ((RGQUWAQ)) LOCAL EXHAUST RATES (( )) AREA TO BE EXHAUSTED EXHAUST RATES INTERMITTENT CONTINUOUS Kitchens 100 cfm ((i-,,,.etwii :ent �)) 300—cf01 Bathrooms - Toilet rooms (( ) 50 elm ((inieffiiiiiem -F 20 GfiA­@AI*Ru@ ....`)) 20 din ror — t come root per minute = u.utrat i t v m-is. 100 CFM ON SWITCH mechanical ventilation systems in bathrooms, 1 laundry rooms & similar rooms should exhaust directly to the outside. the point of discharge of O50 CFM ON SWITCH exhaust air shall be at least three ft from any 2 openings into the building per WA VIAQ 303.4.1.5. The whole house mechanical ventilation see G1.1 mechanical note 0 SMOKE DETECTORS (IRC R314.3) R314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Heat detectors and heat alarms shall be listed for the intended application. Combination smoke and carbon monoxide alarms shall be listed in accordance with UL 217 and UL 2034. R314.2 Where required. For new construction. Smoke alarms shall be provided in dwelling units. A heat detector or hear alarm shall be provided in new attached garages. R314.3 Location. Smoke alarms shall be installed in the following locations: 1. In each sleeping room or sleeping loft 2. Outside each separate sleeping area in the immediate vicinity of the bedromms. 3. On each additinal story of the dweling, including basements and habitabe attics and not including crawl spaces and uninhabitable 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 ful story below the upper level. 4. Smoke alarms shall be installed not less than 3 feet horizontally from the door or opening of a bathroom that contains a bathtub or shower unless this would prevent placement of a smoke alarm required by this section. R314.4 Interconnectivity. Where more than one smoke alarm is required to be installed within an individual dwelling unit in accordance with Section R 314.2, the alarm devices shall be interconnected in such a manner that the actuation of one alarm will activate all of the alarms in the individual dwelling unit. Physical interconnection of smoke alarms shall not be required wehre listed wireless alarms are installed and all alarms sound upon actitication of one alarm. R314.5 Combination alarms. Combination smoke and carbon monoxide alarms shall be permitted to be used in lieu of carbon monoxide alarms. O CARBON MONOXIDE ALARM (IRC R 315.1) R315.1.1 Listings, Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms shall be listed in accordance with UL 2034 and UL 217. R315.2 Where required. For new construction, an approved carbon monoxide alarm shall be installed outside of each separate sleeping area in the immediate vicinity of the bedroom in dwelling units and each level of the dwelling in accordance with manufacturer's recommendation. R315.3 Location. Carbon monoxide alarms in dwelling units shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms and each levele of the dwelling with the manufacturer's recommendations. Where a fuel -burning appliance is located within a bedroom or its attached bathroom, a carbon monoxide alarm shall be installed within the bedroom. R315.4 Combination alarms. Combination carbon monoxide and smoke alarms shall be permitted to be used in lieu of carbon monoxide alarms. R315.5 Interconnectivity. Where more than one carbon monoxide alarm is required to be installed within an individual dwelling unit in accordance with Section R 315.3, the alarm devices shall be interconnected in such a manner that the actuation of one alarm will activate all of the alarms in the individual dwelling unit. Physical interconnection of carbon monoxide alarms shall not be required wehre listed wireless alarms are installed and all alarms sound upon actitication of one alarm. WALL LEGEND DEMO EXISTING WALL EXISTING EXTERNAL 2X6 WALL 71 EXISTING INTERNAL 2X4 WALL NEW EXTERNAL 2X6 WALL INFILL z* ❑ EXISTING COLUMNS (V.I.F) z t0 NEW COLUMNS PER STRUCTURAL 5TT2 5ft2 Studio Architects 2625 Northup Way, Suite 100, Bellevue, WA 98004 info@5ft2studio.com www.5ft2studio.com 425.287.1567 20120172 !� REGISTERED j \ ARCHITWT PEIK LI PAN v STATE OF WASHIN TON 08.2.2022 7527 Edmonds 7527 172nd St SW, Edmonds, WA 98026-5123 Building Permit BLD2022-1081 **ALL EXISTING AND NEW DIMENSIONS VERIFY IN FIELD** NO. DESCRIPTION DATE 1 Revision 1 10/23/2022 RESUB Jan 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-1081 DATE: 08/102022 EXISTING LEVEL 1 A1.3 6 (^) A6.3 -- 12 1 3 A3.0 LEVEL 1 WORK AREA - - -4�-8�� ----- --12'-81/2 17' - 4 1 /4" A2 M� I 3'-0" 6'-97/8" 2'-83/4" 6'-0" 6'-0" 2'-71/2" Al F1 sm-N 2 A3.0 M N ti LO M M N O N 0 . C LJ N 0 10 DO In 1` 50 RIDGE LINE CV in 3 I _° 1 O 01 - i>o M pee o o O � I I CV 1 I O`yr o o � I � t I N � >6' -11 L1 DN-- -10" M 4'-0" t Lu DO � co N - • o M 1 (N) St00 air (N) D ck o (N) Kitchen cfl (Oven/ e CV Micro. , � I i � I- (N)6x6 -- --�- --_� - Column per -Air, ---- --� ---N-- - structural N = C( W LEVEL 1 PROPOSED 1 /4" = 1'-011 All guardrails to be 36" high minimum above finished floor (a.f.f.) openings in railing assemblies are I not to exceed 4 in one direction. guardrails to withstand a uniform load of 50 Ibs/ft or a concentrated load of 200 Ibs placed at the top of the handrail or guard. infill areas must be able to withstand a load of 50 Ibs / square foot N ■PRESERVAllVE-TREATED LUMBER REQUIRED WHERE FLOOR' I Handrails to be between 1 1/4" diameter to 2" diameter, with clearance of 1.5" between rail and (JOISTS ARE CLOSER THAN 18" TO THE EXPOSED GROUND, wall surface. mount between 34" and 38" above stair nosing or @ 36" a.f.f., typ (.0 WHERE FLO R GIRDERS ARE CLOSER THAN 12" TO THE I ■EXPOSED G OUND, ALL WOOD ON CONCRETE OR MASONRY INDIRECTC NTACT WITH THE GROUND, EXTERIOR SIDING, I Riser: max 7 3/4", tread: min.10" iSHEATHINGIAND FRAMING WITH A CLEARANCE LESS THAN 6" I TO THE GROUND OR 2" TO CONCRETE SURFACES, ANY WOOD ■ ATTACHED $IRECTLY TO THE INTERIOR OF MASONRY OR I ■CONCRETE ALLS BELOW GRADE. �' MECHANICAL VENTILATION (IRC M1505) Intermittent and local exhaust rate TABLE ((M4696./.2(q))) M1505.4.3131 - _ - ■ ■ _ ■ - ■ - ■ _ ■ - ■ - ■ - ■ - ■ ! INTERMITTENT QFF WHOLE -HOUSE MECHANICAL VENTILATION RATE FACTORS' o FASTENERS FOR PRESERVATIVE -TREATED RUN-TIME % IN EACH 4-HOUR SEGMENT (((4)) ((d2%„ 52 1.5 75% 11.0 ■ � FACTOR' ((4p ((3)) 2 I.> 1.3 1.0 I A N D FIR RETARDANT -TREATED N T-TREATED W 00 D SHALL a. For ventilation system run time values between those given, the factors arc permitted to be determined by interpolation. b. Extrapolation beyond the table is prohibited. REF. L6 I I N ■ B E Ur H T-DIPPED ZINC -COATED GALVANIZED IWI M1505.4.4 Local exhaust rates. Local exhaust systems shall be designed to have the capacity to exhaust the minimum STEEL STAINLESS STEEL SILICON BRONZE OR I I airflow rate determined in accordance with Table M1505.4.4. If the local exhaust fan is included in the whole house ventila- Fixed Skylight, 1p ■ tion system. in accordance with Section 1515.4.1, then the exhaust fan shall be controlled to operate as specified in Section Velux, FCM Curb I 'COPPER. COATING WEIGHTS FOR ZINC -COATED I M1565.4.2. Mounted, 4672 (E) Columns to remain I FASTENERS SHALL BE IN ACCORDANCE WITH I M1505.4.4.1 Local exhaust. Bathrooms, toilet rooms, and kitchens shall include a local exhaust system. Such local Cy I exhaust systems shall have the capacity to exhaust the minimum airflow rate in accordance with Table M 1505.4.40). Fans w I - O ASTM Al 53. I RC R317.3 I required by this section shall be provided with controls that enable manual override or automatic occupancy sensor, (N) Skylight M ■ram M � M � ■ � M � M � ■ � M � M � ■ humidity sensor or pollutant sensor controls. An "on/off' switch shall meet this requirement for manual controls. Manual fan controls shall be readily accessible in the room served by the fan. N - - - - - - - I TABLE M1505.4.4LU Do CO I I ( I I I MINIMUM ((RSQI1I1460)) LOCAL EXHAUST RATES (( )) 0 co w N `---�-- N 00 00 CD ao L1 L M (E) FP to - remain --I - Shearwall per structural (E) Kitchen ------------� - ------I--- -- ---------------------- - - - - - - - - - --J (E) Skylight E Beams L A6.3 4 to remain (E) Bedroom I I PROPERTY LINE ESTIMATED !�- - - - PLAN NOTES CAUTION: SETTING LINE FROM PROPERTY LINE TO BE VERIFIED BY sG SAFETY GLAZING REQUIREMEMT (S.G.) : (IRC R308.4.2) 4 I SURVEYORI I SAFETY GLAZING PER IRC R308 IN WINDOWS AND DOORS PROPERTY LINE RESOURCE 1'- 11 7/8" I FROM: PLATMAP DATED EE EMERGENCY ESCAPE AND RESCUE OPENING (E.E.) : (IRC R310.1L 24' - 7 3/8" I 5-19-88 - - - - - _ - - - - - - - - - - - - - - - - - - _ - 10' - 0" 20' - 0 7/8" All sleeping rooms must have an emergency egress window or door that leads directly to a yard or -25' - 8 1/4"_ - - public way (IRC R310.1). SETBACK B.S. Exist. Roadway Easement • Emergency egress windows must provide a minimum clear openable area of 5.7 square feet, 24 inches high and 20 inches wide. • Emergency egress windows must have a maximum finished sill height of 44 inches above the floor. L6 ! - - _ - - - - No openings are allowed between a sleeping room and a garage (IRC R302.5.1) r-----------------� GUARDRAILS. HANDRAILS AND STAIRS - - L J (E) Structual C shearwall to remain Enlarge (E) 2-car grarage to 3-car garage i L J 2 A6.3 - ----- -DN - - - - \ (E) Bath I I I I (E)i Skylight WIC I (E) Deck (E) Beam & to remain (E) Bath column to remain I I (E) Skylight I I I I � I I I � (E) Skylight I I I I I I - - Existing building = - - - remain untouched I I I I (E) Beam to remain C 4 (E) Bedroom N AREA TO BE EXHAUSTED EXHAUST RATES INTERMITTENT CONTINUOUS Kitchens 100 cfm (WW&We"temE i eHe"t ( �)) 30 ,fin Bathrooms - Toilet rooms a ) 50 elm ((inieffiiiiiext -F 20 G&A`)) 20 cfm ror - r came root per minute = u.utrar i t v m-is. 100 CFM ON SWITCH mechanical ventilation systems in bathrooms, 1 laundry rooms & similar rooms should exhaust directly to the outside. the point of discharge of 50 CFM ON SWITCH exhaust air shall be at least three ft from any 2 openings into the building per WA VIAQ 303.4.1.5. The whole house mechanical ventilation see G1.1 mechanical note 0 SMOKE DETECTORS (IRC R314.3) R314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Heat detectors and heat alarms shall be listed for the intended application. Combination smoke and carbon monoxide alarms shall be listed in accordance with UL 217 and UL 2034. R314.2 Where required. For new construction. Smoke alarms shall be provided in dwelling units. A heat detector or hear alarm shall be provided in new attached garages. R314.3 Location. Smoke alarms shall be installed in the following locations: 1. In each sleeping room or sleeping loft 2. Outside each separate sleeping area in the immediate vicinity of the bedromms. 3. On each additinal story of the dweling, including basements and habitabe attics and not including crawl spaces and uninhabitable 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 ful story below the upper level. 4. Smoke alarms shall be installed not less than 3 feet horizontally from the door or opening of a bathroom that contains a bathtub or shower unless this would prevent placement of a smoke alarm required by this section. R314.4 Interconnectivity. Where more than one smoke alarm is required to be installed within an individual dwelling unit in accordance with Section R 314.2, the alarm devices shall be interconnected in such a manner that the actuation of one alarm will activate all of the alarms in the individual dwelling unit. Physical interconnection of smoke alarms shall not be required wehre listed wireless alarms are installed and all alarms sound upon actitication of one alarm. R314.5 Combination alarms. Combination smoke and carbon monoxide alarms shall be permitted to be used in lieu of carbon monoxide alarms. O CARBON MONOXIDE ALARM (IRC R 315.1) R315.1.1 Listings, Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms shall be listed in accordance with UL 2034 and UL 217. R315.2 Where required. For new construction, an approved carbon monoxide alarm shall be installed outside of each separate sleeping area in the immediate vicinity of the bedroom in dwelling units and each level of the dwelling in accordance with manufacturer's recommendation. R315.3 Location. Carbon monoxide alarms in dwelling units shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms and each levele of the dwelling with the manufacturer's recommendations. Where a fuel -burning appliance is located within a bedroom or its attached bathroom, a carbon monoxide alarm shall be installed within the bedroom. R315.4 Combination alarms. Combination carbon monoxide and smoke alarms shall be permitted to be used in lieu of carbon monoxide alarms. R315.5 Interconnectivity. Where more than one carbon monoxide alarm is required to be installed within an individual dwelling unit in accordance with Section R 315.3, the alarm devices shall be interconnected in such a manner that the actuation of one alarm will activate all of the alarms in the individual dwelling unit. Physical interconnection of carbon monoxide alarms shall not be required wehre listed wireless alarms are installed and all alarms sound upon actitication of one alarm. WALL LEGEND �TT�1� DEMO EXISTING WALL EXISTING EXTERNAL 2X6 WALL 71 EXISTING INTERNAL 2X4 WALL NEW EXTERNAL 2X6 WALL INFILL z* ❑ EXISTING COLUMNS (V.I.F) z t0 NEW COLUMNS PER STRUCTURAL 5TT2 5ft2 Studio Architects 2625 Northup Way, Suite 100, Bellevue, WA 98004 info@5ft2studio.com www.5ft2studio.com 425.287.1567 20120112 REGISTERED ARCHIT T PEIK LI PAN STATE OF WASHIN To 08.2.2022 7527 Edmonds 7527 172nd St SW, Edmonds, WA 98026-5123 Building Permit BLD2022-1081 **ALL EXISTING AND NEW DIMENSIONS VERIFY IN FIELD** NO. DESCRIPTION DATE 1 Revision 1 10/23/2022 RESUB Jan 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-1081 DATE: 08/102022 PROPOSED LEVEL 1 91 2 A3.0 CAUTION: / SETBACKSETTING OUT OF 1 3 LINE FROM PROPERTY LIE A3.0 I TO BE VERIFIED BY SURVEYOR I PROPERTY LINE RESOURCE i Rock pad 4" Solid PVC Tightline @ (N) Internal FROM: PLATMAP DATED min. 2% slope gutter I - 5-19-88 (N) Downspout (DS1) and internal gutter I —- - - - — - — — coDownspoutI F ------------- - ------ ---- - - --- --- b M discharge to new splash block04 III ------ bo co — — — — — — — — — — M (N) Downspout and internal gutter (N) Roof to match existing o eave line, verify in field II II I (E) discharge to a I splash block to demo L� (N) Internal gutter o (E) Downspout to demo I I I I I (E) Internal gutter CID / - C0 W 00 ti 50 co co LID M N I� U - r` EO 00 N (N) Roof to match existing eave line, verify in field / I o 00 ° N I I I (N) Downspout and internal gutter ------------ --- ------------------------- (N) Downspout (DS3) discharge to new splash block i A6.3 4 q WU' (N) Roof to match existing eave line, verify in field N N 00 i 2 1/2" / 1'-0" LO rn No 10 M C3 o w N N M, L o E ) `� 2 1 /2" / V-0" 2 1 /2" / V-0" (E) Skylight 2 1 /2" / V-0" (E) Skylight (E) Skylight (E) Skylight I I I I I I I I I I III I I I III I I I I I I I — — — ENGINEERING DIVISION APPROVED AS NOTED I I II I I I 1 /25/2023 II I I I I I I STORMWATER MANAGEMENT NOT li I REQUIRED DUE TO NEW/REPLACED IMPERVIOUS BEING LESS THAN 2000sf, OWNER/ENGINEER TO DETERMINE BEST I I WAY TO DISPERSE DOWNSPOUT STORMWATER RUNOFF. I I III I I I II I I I I I II I I I li i I (E) Downspout I K A6.3 C I co M II I I I I I II I I I I I I I II I (E) Downspout I I I I (E) Downspout —� — 5TT2 5ft2 Studio Architects 2625 Northup Way, Suite 100, Bellevue, WA 98004 info@5ft2studio.com www.5ft2studio.com 425.287.1567 20120172 REGISTERED ARCHITE T !I PEIK LI PAN STATE OF WASHIN TON 08.2.2022 7527 Edmonds 7527 172nd St SW, Edmonds, WA 98026-5123 Building Permit BLD2022-1081 **ALL EXISTING AND NEW DIMENSIONS VERIFY IN FIELD** NO. DESCRIPTION DATE 1 Revision 1 10/23/2022 3 Revision 3 01 /04/2023 RESUB Jan 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-1081 DATE: 08/102022 PROPOSED ROOF PLAN A 1 - b ROOF PLAN 1 /4" = 1'-0" EQ I IJ I� - 0 Im I . 2' - 10 1/8" --14' - J N I� 28' - 4 7/8" 5 CD 0'- 5 1/2" CV I EQ Fixed Skylight, 2 Velux, FCM Curb A3.0 Mounted, 4672 EI ml ml I I - 3 3/8" I 3 I FIE 0 0 III _ C 4 C _ •d n OiJi co 1 SG SG SG � SG 2'- 11 3/8" I 5'- 10" 8' - 7 5/8" WEST ELEVATION ' 1 /4" = 1'-0" WE LO N ti LID n NORTH ELEVATION N 1 /4" " = 1'-0 0 N d� 14' - 5 5/8" LV Align w/ (E) window head ht. — I— 14'-5" 76' - 2 1 /4" 1 A3.0 17'-4114" 15' - 5 1 /2" 1.1M11A 14'-5" (N)TOP OF ROOF 275' - 0 27/32" TOP OF RIDGE BEAM co 274' - 2 15/16" N TOP PLATE HT 271' - 7 3/4" �1 co 0 N — LEVEL 1 -6-- 6" zt — AVE. GRADE 97� 258' - 2 3/4'�__1 BASEMENT 253' - 4 1 /44 ELEVATION/SECTION NOTES (IRC) SG SAFETY GLAZING REQUIREMEMT (S.G.) : (IRC R308) SAFETY GLAZING PER IRC R308 IN WINDOWS AND DOORS GUARDRAILS, HANDRAILS AND STAIRS All guardrails to be 36" high minimum above finished floor (a.f.f.) openings in railing assemblies are not to exceed 4 in. one direction. guardrails to withstand a uniform load of 50 Ibs/ft or a concentrated load of 200 Ibs placed at the top of the handrail or guard. infill areas must be able to withstand a load of 50 Ibs / square foot 5 Handrails to be between 1 1/4" diameter to 2" diameter, with clearance of 1.5" between rail and wall surface. mount between 34" and 38" above stair nosing or @ 36" a.f.f., typ 5 Riser: max 7 3/4", tread: min. 10" New wooden deck per structural 151 Fascia board, match existing 51 Roof rafters per structural TRoof finishes, match existing Downspout FG FROSTED GLASS FIRE-RESISTANT CONSTRUCTION: (IRC R302) No openings are allowed between a sleeping room and a garage (IRC R302.5.1) CRAWL SPACE VENTILATION a ground cover of six mil (0.006 inch thick black polyethylene or approved equal shall be laid over the ground within crawl spaces. the ground cover shall be overlapped six inches minimum at the joints and shall extend to the foundation wall. minimum net area of ventilation openings shall be not less than 1 sf for each 300 sf of under -floor space area per washington state code amendment to IRC section R408.2. crawl space area total: 480 sf min. net area of ventilation openings required: 480 sf / 300 = 1.6 sf = 230.4 sq. in. crawl space ventilation screen design based on: construction metals 14"x6" foundation vent, 50 sq.in of net free area per panel. thus: 230.4 sq.in / 50 sq.in = 5 ventilation openings required min. ■PRESERVATIVE -TREATED LUMBER REQUIRED WHERE FLOOR (JOISTS ARE CLOSER THAN 18" TO THE EXPOSED GROUND, ■ ■WHERE FLOOR GIRDERS ARE CLOSER THAN 12" TO THE I IEXPOSED GROUND, ALL WOOD ON CONCRETE OR MASONRY IN DIRECT CONTACT WITH THE GROUND, EXTERIOR SIDING, ■ ■SHEATHING AND FRAMING WITH A CLEARANCE LESS THAN 6" I ITO THE GROUND OR 2" TO CONCRETE SURFACES, ANY WOOD ■ ■ATTACHED DIRECTLY TO THE INTERIOR OF MASONRY OR I CONCRETE WALLS BELOW GRADE. . FASTENERS FOR PRESERVATIVE -TREATED (AND FIRE -RETARDANT -TREATED WOOD SHALL ■ BE OF HOT -DIPPED ZINC -COATED GALVANIZED ■ STEEL, STAINLESS STEEL, SILICON BRONZE OR ! 'COPPER. COATING WEIGHTS FOR ZINC -COATED I FASTENERS SHALL BE IN ACCORDANCE WITH ■ ASTM A153. IRC R317.3 5T7[2 5ft2 Studio Architects 2625 Northup Way, Suite 100, Bellevue, WA 98004 info@5ft2studio.com www.5ft2studio.com 425.287.1567 20120172 REGISTERED ARCHlT T PEIK L! PAN STATE OF WASHIN TON 08.2.2022 7527 Edmonds 7527 172nd St SW, Edmonds, WA 98026-5123 Building Permit B LD2022-1081 **ALL EXISTING AND NEW DIMENSIONS VERIFY IN FIELD** NO. DESCRIPTION DATE RESUB Jan 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-1081 DATE: 08/102022 ELEVATIONS A2.0 I I I 14'-5" + 15'-51/2" 44' - 3 1 /2" EAST ELEVATION 1 /4" = 1 '-0" WE N ti co N O N d� 14'-5" 7R' - 9 1 /4" 14'-r,r,/R" CC00 1 8' - 7 5/8" 5' - 10" 2' - 111 3/8" (N)TOP OF ROOF TOP OF 275' - 0 27/32" -4 7 s 274' - 2 15/16" 5 TOP PLATE HT 271' - 7 3/4" �I LEVNl 262 AVE. GRADE � 258' - 2 3/4" �1 BASEMENT � 253' - 4 1 /4" �1 ELEVATION/SECTION NOTES (IRC) sG SAFETY GLAZING REQUIREMEMT (S.G.) : (IRC R308) 5T7[:? SAFETY GLAZING PER IRC R308 IN WINDOWS AND DOORS 5ft2 Studio Architects GUARDRAILS, HANDRAILS AND STAIRS All guardrails to be 36" high minimum above finished floor (a.f.f.) openings in railing assemblies are 2625 Northup Way, Suite 100, not to exceed 4 in. one direction. guardrails to withstand a uniform load of 50 Ibs/ft or a Bellevue, WA 98004 concentrated load of 200 Ibs placed at the top of the handrail or guard. infill areas must be able to withstand a load of 50 Ibs / square foot info@5ft2studio.com www.5ft2studio.com Handrails to be between 1 1/4" diameter to 2" diameter, with clearance of 1.5" between rail and 425.287.1567 wall surface. mount between 34" and 38" above stair nosing or @ 36" a.f.f., typ [3 Riser: max 7 3/4", tread: min.10" _ 20'l20172 [4 REGISTERED New wooden deck per structural ARCHIT T IFascia board, match existing Roof rafters per structural PEIK LI PAN ❑7 Roof finishes, match existing STATE OF WASHIN N TO C' Downspout 08.2.2022 FG FROSTED GLASS FIRE-RESISTANT CONSTRUCTION: (IRC R302) No openings are allowed between a sleeping room and a garage (IRC R302.5.1) CRAWL SPACE VENTILATION a ground cover of six mil (0.006 inch thick black polyethylene or approved equal shall be laid over the ground within crawl spaces. the ground cover shall be overlapped six inches minimum at the joints and shall extend to the foundation wall. minimum net area of ventilation openings shall be not less than 1 sf for each 300 sf of under -floor space area per washington state code amendment to IRC section R408.2. 7527 Edmonds crawl space area total: 480 sf min. net area of ventilation openings required: 480 sf / 300 = 1.6 sf = 230.4 sq. in. crawl space ventilation screen design based on: construction metals 14"x6" foundation vent, 50 sq.in of net free area per panel. 7527 172nd St thus: 230.4 sq.in / 50 sq.in = 5 ventilation openings required min. SW, Edmonds, WA 98026-5123 Building Permit B LD2022-1081 **ALL EXISTING AND NEW DIMENSIONS VERIFY IN FIELD** NO. DESCRIPTION DATE 1 Revision 1 10/23/2022 RESUB Jan 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-1081 DATE: 08/102022 ELEVATIONS A2.1 WE 7 rl- N ti LO 66 N 0 N d� (E) Building remain untouched (E) Building remain untouched cM M r O cM N i bo 2 Ridge line .0 28' - 4 7/8" EQ J d E d m Fixed Skylight, Velux, (N) Ridge beam and FCM Curb Mounted, column per structural 4672 N R1 I � I I � I I I — — — — — — — — — — (N) Beam per structural --------------------------r ----- I� � ! II II II II III II 4' - 5 1 /8" 8' - 2 1 /8" 0'- 5 1 /2" Shearwall per structual (N) Column er structural —I F1 I (N) Floor joists per structural L. F3 14' - 5 5/8" (N) Kitchen 14'-0" F2 2'-21/8 CV T- Z4 :!!t C9 ' M O T- Ch I 00 C) o >1 C'7 , (N) Concrete " foundation wall - A5.0 CA L4 (E) Crawl space to remain (N) Concrete floor 8'-75/8" 28' - 11 3/8" B B1 Section 3 U 1 /4" = 1'-0" 1 A3.0 r'l nil 171 A I IAII Section 4 1 /4" = 1'-0" 0 5'-10" Al 17' - A 'I /7" MAX. ALLOWED B_LD HT AL 283' - 2 3/4" 1 _(N)TOP OF ROOF N _ _ TOP OF 275' - 0 27/32" 00 274' - 2 15/16" M TOP PLATE HT o N 271'-73/4" Z1 LEVEL 1 262' - 6" AVE. GRADE � 258' - 2 3/4" 1 BASEMENT � 253' - 4 11 /4" 1 — �NYTOP OF ROOF _ TOP OF 275' - 0 27/32" E? 274' - 2 15/16" ti N — TOP PLATE HT 271' - 7 3/4" _) Building - )main untouched M 00 0 0 N _) Building ;main untouched 5T7[2 5ft2 Studio Architects 2625 Northup Way, Suite 100, Bellevue, WA 98004 info@5ft2studio.com www.5ft2studio.com 425.287.1567 20'l20172 REGISTERED ARCHITECT v - v PEIK LI PAN STATE OF WASHIN TON 08.2.2022 7527 Edmonds 7527 172nd St SW, Edmonds, WA 98026-5123 Building Permit B LD2022-1081 **ALL EXISTING AND NEW DIMENSIONS VERIFY IN FIELD** NO. DESCRIPTION DATE LEVEL 1 RESUB 262' - 6" Jan 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT AVE. GRADE AL BLD2022-1081 258' - 2 3/44" BASEMENT 253' - 4 1 /4" DATE: 08/102022 SECTIONS A3.0 COUNTER FLASHING METAL DRIP CAP BLAI FILL WINDOW R.O. CA WITH SLOW EXPANSI( FOR THERMAL CONTII METAL SILL FLASHINC BLACK SELF -ADHERED PAN F ON SLOPED SILL TYP. WINDOW DETAILS 1 1 /2" = V-0" TYP. SLAB ASSEMBLY (F3): 'ALL PER WALL ASSEMBLY IGID INSULATION EADER PER STRUCTURAL FUCCO CORNER BEAD IGID INSULATION 'INDOW PER WINDOW IDHEDULE 'OOD WINDOW SILL RIMED AND PAINTED IGID INSULATION =ALANT BEAD BETW. -iEATHING AND FRAMING 'ALL PER WALL ASSEMBLY 2x6 SILL PLATE - Finish per plan - Reinforced concrete slab per structural - Vapor Barrier TYP. SUB GRADE WALL - 3" XPS Rigid Insulatio under d° ASSMEMBLY (WL4): entire concrete slab, A FOAMULAR® -Exist. concrete wall FOAMULAR®NGXT"'1000, R15 - Granular capillary break and - 1" Polyisocyanu rate rigid drainage pad -insulation R-6- - - Compacted soil <- - - Studwall 2x4 w/ batt insulation _min. R15 _ - 1/2" GWB, smoothly skimmed and painted a.a ao d INSULATED SLAB _EDGE DETAIL CONC. FOOTING PER STRUCTURAL BASEMENT WALL SECTION 3/4" = 1'-0" WE N LID co N O N d� 5 O Q w z ao 1 1/4" O.D. MIN. CONT. HANDRAIL 1/2" CLEA" "T WALLS AND ENDS FRAMING PER STRUCTURAL STAIR DETAIL1 3/4" = 1'-0" INTERIOR FLn nQ FINISH PER P R-21 BATT IN! FLOOR JOIST STRUCTURAL RIM JOIST PE STRUCTURAL EXTERIOR FII PER ELEVATI R-21 BATT IN! R-10 RIGID FC INSULATION RIM INSULATION 1 if = 1'-0" of- 1 10' - 1 if NOTE: SPACE BETWEEN INTERMEDIATE GUARDRAIL MEMBERS TO BE A MAXIUM OF 4" CLEAR: SUCH THAT A SPHERE OF 4" DIAMETER SHALL NOT PASS THROUGH ANY OPENING. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN THE NEWEL POSTS OR SAFTY TERMINALS PER IRC 311.5.6 2X TREAD & RISER 1 LAYER OF 5/8" TYPE "X" GWB AT ENCLOSED STAIRS CARPET OVER GYPCRETE @ LANDING SUBFLOOR 5ft2 Studio Architects 2625 Northup Way, Suite 100, Bellevue, WA 98004 info@5ft2studio.com www.5ft2studio.com 425.287.1567 20120172 REGISTERED ARCHITECT PEIK LI PAN v STATE OF WASHIN TON 08.2.2022 7527 Edmonds 7527 172nd St SW, Edmonds, WA 98026-5123 Building Permit B LD2022-1081 **ALL EXISTING AND NEW DIMENSIONS VERIFY IN FIELD** NO. DESCRIPTION DATE DATE: RESUB Jan 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-1081 08/102022 DETAILS A5.0 ROOF ASSEMBLIES 1 INTERIOR FLOOR ASSEMBLIES F1 F2 WE 00 N ti co N O N d� AS_F3_Slab on grade U 1 1/2" = V-0" II VJV L/-%I Lu JL-r%u EDGE DETAIL o I o THERMAL min. R49 -Fully adhered roofing membrane covering entire roof deck -Sheathing per structureal -Roof joists per structural - Min. 3.5" R-22.75 Spray foam insulation (R-26, R6.5/inch), refer to spray form note - R28 Fiberglass roof insulation (8.5" thick), within cavity held tight to underside of spray foam - Vapor retarder, Class 11 - 112" GWB Ceiling, smoothly skimmed and painted - Finish per plan - Sheathing per structural - TJI per structural - Batt Insulation between joists for acoustic attenuation - 1/2" GWB Ceiling, smoothly skimmed and painted - Finish per plan - Sheathing per structural - TJI per structural THERMAL - Batt Insulation between joists, thick 7.5", R-22 min. R30 - Foil -faced polyisocyanurate R13 seams taped and sealed WALL ASSEMBLIES WL1 EXTERIOR INTERIOR Siding to per specification Rain screen -Vapor permeable Water Resistive Barrier (WRB), WrapShield SAO THERMAL Self -Adhered, sealed w/ Vapro Shield tape min. R21 -1/2" sheathing plywood -Studwall 2X6 w/ insulation min. R21 -Vapor Retarder, Class II -1/2" GWB, smoothly skimmed and painted WD 1/2" GWB, smoothly skimmed and painted THERMAL Studwall 2X6 w/ insulation min. R21 min. R21 �Y"� X'r 1/2" GWB, smoothly skimmed and painted WL5 WL6 INTERIOR SOIL d Q Q° -. - oa INTERIOR INTERIOR EXTERIOR INTERIOR Existing Concrete Retainer THERMAL 1" Polyisocyanurate Rigid insulation R-6 min. R21 Studwall 2x4 w/ rigid insulation, min. R15 1/2" GWB, smoothly skimmed and painted Concrete Retainer per structural 1/2" GWB, smoothly skimmed and painted -Siding to per specification -Rain screen -Vapor permeable Water Resistive Barrier (WRB), WrapShield SAO Self -Adhered, sealed w/ Vapro Shield tape -1/2" sheathing plywood -Studwall 2X6 -Vapor Retarder, Class II -1/2" GWB, smoothly skimmed and painted - Finish per plan THERMAL SPRAY FORM NOTE. -� -Reinforced concrete slab per structural R15 (min. R10) Qf W - Vapor Barrier a - 3" XPS Rigid Insulatio under entire concrete slab, FOAMULARO FOAMULARONGXTM1000, R15 M -granular capillary break and drainage pad SPRAY FORMPRODUCT NAME: CERTASPRAY CLOSED -CELL SPRAY FOAM INSULATION o -compacted soil MANUFACTURER: CERTAINTEED CORPORATION ESR REPORT # : 2669 SPRAY FORM NOTES: 1)A copy of the ICC-ES Report for the insulation product must be provided on site for the field inspector 2) The applied spray foam must be installed in accordance with the manufacturer's instructions by a certified installer. 5ft2 Studio Architects 2625 Northup Way, Suite 100, Bellevue, WA 98004 info@5ft2studio.com www.5ft2studio.com 425.287.1567 20120172 REGISTERED ARCHITECT PEIK LI PAN STATE OF WASHIN TON 08.2.2022 7527 Edmonds 7527 172nd St SW, Edmonds, WA 98026-5123 Building Permit B LD2022-1081 **ALL EXISTING AND NEW DIMENSIONS VERIFY IN FIELD** NO. DESCRIPTION DATE RESUB Jan 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-1081 DATE: 08/102022 ASSEMBLIES A5.1 6'-0" 4'- 2 7/8" Window Schedule Type Mark Count Width Height Sill Height 1 2 6'-0" 3'-61/2" 3'-6" 2 1 3'-6" 6'-0" 1'-6" 3 1 6'-0" 6'-0" 1'-6" 4 1 3'- 10 1 /2" 6' - 0 1 /2" Door Schedule Type Mark Count Width ',Height 1 1 2'-6" 7'-0" 2 1 14'-0" 8'-0" 3 1 8' - 0 13/16" 4'- 5 1 /2" 4 1 16'-0" 8'-2" WE 00 N ti LID co N O N d� F.F. F.F. CV Ch M WINDOW 1 TYPE: DIRECT GLAZE RECTANGLE MATERIAL: DOUBLE -PANE GLASS AND FIBERGLASS FRAME MANUFACTURER: MARVIN SERIES: ULTIMATE MIN. U VALUE 0.30 2'-8" DOOR TYPE: SINGLE FLUSH DOOR MATERIALS: SOLID CORE WOOD I WINDOW 2 TYPE: CASEMENT MATERIAL: DOUBLE -PANE GLASS AND FIBERGLASS FRAME MANUFACTURER: MARVIN SERIES: ULTIMATE MIN. U VALUE 0.30 14'-0" t e — WINDOW 3 TYPE: DIRECT GLAZE RECTANGLE MATERIAL: DOUBLE -PANE GLASS AND FIBERGLASS FRAME MANUFACTURER: MARVIN SERIES: ULTIMATE MIN. U VALUE 0.30 --t DOOR 2 TYPE: MULTI FOLDING DOOR MATERIAL: DOUBLE -PANE GLASS AND FIBERGLASS FRAME MANUFACTURER: MARVIN, NANAWALL OR EQUIVALENT MIN. U VALUE 0.30 �o zo WINDOW 4 TYPE: SKYLIGHT MATERIAL: DOUBLE -PANE GLASS AND FIBERGLASS FRAME MANUFACTURER:VELUX SERIES: FCM MIN. U VALUE 0.30 8' - 0 3/4" DOOR 3 TYPE: MULTI FOLDING DOOR MATERIAL: DOUBLE -PANE GLASS AND FIBERGLASS FRAME MANUFACTURER: MARVIN OR EQUIVALENT MIN. U VALUE 0.30 DOOR TYPE:GARAGE MATERIAL: SOLID CORE WOOD 5TT2 5ft2 Studio Architects 2625 Northup Way, Suite 100, Bellevue, WA 98004 info@5ft2studio.com www.5ft2studio.com 425.287.1567 20'l20172 REGISTERED ARCHITECT PEIK LI PAN v STATE OF WASHIN TON 08.2.2022 7527 Edmonds 7527 172nd St SW, Edmonds, WA 98026-5123 Building Permit B LD2022-1081 **ALL EXISTING AND NEW DIMENSIONS VERIFY IN FIELD** NO. DESCRIPTION DATE RESUB Jan 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-1081 DATE: 08/102022 SCHEDULES A6.0 7 (y) ti L0 N 0 N O� SITE DATA AND ZONING LOT COVERAGE DIAGRAMS: SETBACK REQUIREMENT FRONT SETBACK 25 FT (ECDC 16.20.030) REAR SETBACK 25 FT SIDE SETBACK 35 FT TOTAL. 10 FT MIN LOT COVERAGE MAXIMUM LOT COVERAGE BY STRUCTURES = 35% (ECDC 16.20.030) TOTAL LOT SIZE 0.54ACRE(23,522.4 SF) PER SNOHOMISH NET SITE AREA = 20.039 SF, PER PLATMAP DATED 5-19-88 ALLOWED MAX. LOT COVERAGE = 35% x 20,039 = 7,013.65 SF EXISTING: 3,180.5 SF PROPOSED: 3,132.5 SF + 465 SF (ADDITION) = 3,588.5 SF (17%) BUILDING HEIGHT HEIGHT CALCULATION (ESTIMATED, RESOURCE FROM: (ECDC 16.20.030) SNOHOMISH COUNTY IMAP) FROM SITE PLAN (A0.0) A: 255.22' B- 261.28' C: 262.85' D: 253.57' TOTAL- 1,032.92' AVE. GRADE: 1,032.9274 = 258.23' 25 FT ALLOWED; MAX.: 283.23' PROPOSED: 275' 0 27/32" 16' 10 1/8" FROM AG < 25' n EXIST. LOT COVERAGE 1 /16" = V-0" rill rn 465 SF i I GROSS FLOOR AREA EXISTING: PROPOSED: Level 1 1900 SF Level 1 2,009 SF +109 SF Level 2 1779 SF Level 2 2,347 SF +568 SF Total 3,679 SF Total 4,356 SF +677 SF Garage 496 SF Garage 686 SF +190 SF Deck 619 SF Deck 358 SF - 261 SF Total addition of Gross Floor Area conditioned space : 677 SF non-conditoned space: 190 Total GFA : 867 sf BUILDING HEIGHT DIAGRAMS A 255.22' --- -- — B 261_28' II I 'I I III I i I I I I I I I I I I I I I I I I I II I I I P I I I II I I I I I I II I I I I I I I I I I I I I I 2 5' D 253.57' C 262.85' AVERAGE GRADE CALCULATION 1 /16" = V-0" PROPOSED LOT COVERAGE 1/16" = V-0" T a ao O T— 0� U- o r �Mlm Mill 7 MAX. ALLOWED BLD HT. 3/16" = V-0" GROSS FLOOR AREA DIAGRAMS: r u � � I II I I 17 FT I� (E) GARAGE (E) DECK 496 SF — - ~� 619SF II II II I - - 0 n ❑ Lu ❑ ❑ I ❑ (E) LEVEL 1 .1,779 SF EXIST BASEMENT PLAN - AREA EXIST LEVEL 1 PLAN - AREA 1 /16" = V-0" 1 /16" = V-0" I I I I r1 ~ ~ (N) DECK 358 SF L(N) GARAGE' 686 sf LIP F- I FI LJ 71 I I ❑ u I u u ❑ N BASEME 009 SF NT M),347 LEVEL 1 s /1 PROPOSED BASEMENT PLAN -AREA 1 /16" = V-0" LEVEL 1 PROPOSED - AREA 1 /16" = V-0" LOT COVERAGE COLOR LEGEND f EXISTING F ADDITION AREA COLOR LEGEND DECK/PORCH UNCONDITIONED SPACE CONDITIONED SPACE NEW ADDITION MAX. ALLOWED BLD HT 283' - 2 3/44"" 1 (N)TOP OF ROOF 275' - 0 27/32" TOP OF RIDGE BEAM 274' - 2 15/16" - o _TOP PLATE H 271' - 7 3/4" m Q N X Q 00 0 ILL Zfl C) L_EVEL 1 w 262' - 6" AVE. GRADE 258' - 2 3/44"" 1 — _ BASEMENT � 253' - 4 1 /44"" 1 5T7[2 5ft2 Studio Architects 2625 Northup Way, Suite 100, Bellevue, WA 98004 info@5ft2studio.com www.5ft2studio.com 425.287.1567 20120172 REGISTEIT ARCHIT PEIK LI PAN STATE OF WASHIN TON 08.2.2022 7527 Edmonds 7527 172nd St SW, Edmonds, WA 98026-5123 Building Permit B LD2022-1081 **ALL EXISTING AND NEW DIMENSIONS VERIFY IN FIELD** NO. DESCRIPTION DATE 1 Revision 1 10/23/2022 RESUB Jan 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-1081 DATE: 08/102022 CODE COMPLIANCE - SITE A6.1 SITE DATA AND ZONING NEW PLUS REPLACED TYPE OF AREA IMPERVIOUS SURFACE Existing (roofs, hard surfaces) - estimated, referred to approved site plan dated 01/15/2009 & proposed grading plan dated 07/09/1996 (resourced from City of Edmonds.): Driveway 4,243 SF Building 3,375 SF Patio 1,442 SF + 2,845 SF Pond 614 SF Total 12,519 SF New / Replace: Kitchen 493 SF Deck 256 SF Garage 190 SF Total 939 SF Types of Area Square footage Existing Impervious 12,519 SF New/Replaced New Impervious ti L0 N O N d� 939 SF 12,718 SF _Z4 n I� _ a d - ° Patio 1 I 2,845 SF i Q ° •; de NET SITE AREA: 20,039 SF (E) BLD W/ ROOFLINE: 8 3,375 SF DRIVEWAY- a 4,243 SF Patio 2 1,442 SF d " ° a a - - - - - d r _d-- Pond -' -9a614 SF °d da P d °d. ° d• °a' �y 44 n (E) Impervious Area — — — 1 /16" = V-0" n (N) Impervious Area 1 /16" = V-0" 41 . • d a °a a d ° 4 d- DRIVEWAY 4,243 SF d a° a_ ; d _ °.I • d d °.I 81 f�dt¢ iGp � q• 4� 13, & i I.4 „;POO r i Id • I,(, -I _______- I 1� oaP,w I_,� I �N urn" � I 1 gPPl1 I _ 901 � --_ Z \' 14 INI�¢GfIDiJ'aw O� DRI1a LIYFs I raga on re..n.d,.� N Af (wry Porn flu— %fQ5tD GRADIWG INN 7kcco211""Ll FF'rGfl G'fS iN/ / sW� : I -= 2o'-O" MO 20.o GG. 76Z-7 Ili ST'. S-I.1- EDMONO& '7o+1N FA+..t.sT-- PROPOSED GRADING PLAN, DATED 07/09/1996 — v t, N° O N Ou W a tk ZA rr^^a LA �o �2 SITE PLAN, DATED 01/15/2009 5ft2 Studio Architects 2625 Northup Way, Suite 100, Bellevue, WA 98004 info@5ft2studio.com www.5ft2studio.com 425.287.1567 20120172 REGISTERED ARCHITECT PEIK LI PAN v STATE OF WASHIN TON 08.2.2022 7527 Edmonds 7527 172nd St SW, Edmonds, WA 98026-5123 Building Permit B LD2022-1081 NO. DESCRIPTION DATE 1 Revision 1 10/23/2022 2 Revision 2 12/06/2022 3 Revision 3 01/04/2023 RESUB Jan 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-1081 DATE: 08/102022 CODE COMPLIANCE - SITE DATA 2 A6.2 ENERGY CODE NOTES ENERGY CODE TO COMPLY WITH CHAPTER 51-11C WAC WASHINGTON STATE ENERGY CODE - RESIDENTIAL 2018 EDITION, SECTIONS R401 THROUGH R404 AND ADDITION OF SECTION R406 ENERGY CODE PATH R401.2 COMPLIANCE. Projects shall comply with one of the following: 1. Sections R401 through R404. In addition, dwelling units and sleeping units in a residential building shall comply with Section R406. R401.2 COMPLIANCE. TABLE R402.1.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTS CLIMATE ZONE 5 AND MARINE 4 0.30 0.50 49 • 21 int Fenestration U-Factor° Skylight° U-Factor Ceiling R-Value' Wood Frame Wall9.h R-Value Floor R-Value 30 Below -Grade` h Wall R-value 10/15/21 int + 5TB • Slab d-1 R-Value & Depth 10. 2 ft ' :or SI. 1 foot = 304.8 mm. ci = continuous insulation. int = intermediate framing. a. R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation. the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b. The fenestration U-factor column excludes skylights. c. "10/15/21 +5TB" means R-10 continuous insulation on the exterior of the wall, or R-15 continuous insulation on the interior of the wall. or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21 +5TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall_ "5TB" means R-5 thermal break between floor slab and basement wall. d. R-10 continuous insulation is required under heated slab on grade floors See Section R402.2.9.1. e. For single rafter- or joist -vaulted ceilings. the insulation may be reduced to R-38 if the full insulation depth extends over the top plate of the exterior wall. f. R-7 5 continuous insulation installed over an existing slab is deemed to be equivalent to the required perimeter slab insulation when applied to existing slabs complying with Section R503.1.1. If foam plastic is used, it shall meet the requirements for thermal barriers protecting foam plastics. g. For log structures developed in compliance with Standard ICC 400. log walls shall meet the requirements for climate zone 5 of ICC 400. h. Int. (intermediate framing) denotes framing and insulation as described in Section A103.2.2 including standard framing 16 inches on center. 78 percent of the wall cavity insulated and headers insulated with a minimum of R-10 insulation R406.3 ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS COMPLIANCE R406.3 Additional energy efficiency requirements. Each dwelling unit in a residential building shal comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 1. Small Dwelling Unit:...........................................................................................3.0 credits Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building greater than 500 square feet of heated floor area but less than 1500 square feet. 2. Medium Dwelling Unit.. ...................................................................................... 6.0 credits All dwelling units that are not included in #1, #3 or #4. 3. Large Dwelling Unit:.......................................................................................... 7.0 credits Dwelling units exceeding 5000 square feet of conditioned floor area. 4. Dwelling units serving R-2 occupancies: ...........................................................4.5 credits 5. Additions less than or equal to 500 square feet ................................................. 1.5 credits REQUIRED FOR THIS PROJECT: 1.0 SMALL DWELLING DWELLING UNIT: 3.0 CREDITS ENERGY CREDIT SELECTIONS AND PRESCRIPTIVE ENERGY CODE COMPLIANCE PER 2018 WASHINGTON STATE ENERGY CODE - RESIDENTIAL (WSEC-R), TABLE 406.2 AS FOLLOW: TOTAL OF 3.0 CREDITS FULFILLED. WE W LO c� r` LO co N O N d� FEES I FFE__ 0 � EAST ELEVATION 133 SF U, NORTH ELEVATION 42.5 SF �0[ Align w/ (E) window head ht. 14 WEST ELEVATION: 207 11111503.1.1 Building envelope. Build ng enve►ope assemblers that are part of the alteration shall compty with Section R402 1 1 or R402 1 4. Sections R402 2 1 through R402 2 12. R402 3 1. R402 3 2, R402 4.3 and R402.4 4 Exception: The following alterations need not comply with the requirements for new construction provided the rnergy use of the building is not increased 1 Storm windows installed over casting fenestration 2 Existing ceiling, wall or floor cavities exposed during construction provided that these cavities are filled with insulation. 2x4 framed walls shall be insulated to a minimum of R- 15 and 24 framed walls shall be insulated to a minimum of R-21. 3. Construction where the existing roof. wall or floor cavity is not exposed. 4. Roof recover. S. Roofs without insulation in the cavity and where the sheathing or insulation is exposed during reroofing shall be insulated either above or below the sheathing 6. Surface -applied window him installed on existing single pane fenestration assemblees to reduce solar heat gain provided the code does not require the glaring fenestration to be replaced RS03.1.1-1 Replacement fenestration. where some or all of an existing fenestration unit is replaced with a new fenestration product, including »%h erid glazing, the replacement fenestration unit shall meet the applicable requirements for U -factor and SH" in Table R402 1 1 Where more than one replacement fenestration unit is being installed, an area weighted avr•age of the U factor and SHGC of all replacement fenrofaton shall be permitted to be used to demonstrate compliance RS03.1.2 Heating and cooling systems New heating, cooling and dud systems that are part of the alteration shall comply with Section R403. Exceptions: 1 Where ducts from an existing heating and cooling system are extended, duct systems with less than 40 linear feet in unconditioned spaces shall not be required to be tested in accordance with Section R403.2.2 2. Existing duct systems constructed. insulated or sealed with asbestos. RS02.1.1.2 Heatlnt and cooling systems. New heating, cooling and duct systems that are part of the addition shall comply with Section R403. Exception: The following need not comply with the testing requirements of Section R403 3.3 1 Additions of less than 750 square feet 2. Duct systems that are documented to have been previously sealed as confirmed through field venfecation and diagnostic testing in accordance with procedures in WSU RS-33. 3 Ducts with less than 40 linear feet in unconditioned spaces 4. Existing duct systems constructed, insulated or sealed with asbestos. R503.1.3 Service hot water systems New service hot water systems that are part of the alteration shall comply with Section R403.5 R503.1.4 lighting. vew lighting systems that are part of the alteration shall comply with Section R404. 1, Exception: Alterations that replace less than SO percent of the luminaires in a space, provided that such i lrr.ition% do not increase the installed interior lighting pourer R503.2 Change In space conditioning. Any nonconditioned a low -energy space that it altered to become condiraned spike %h.il. be required to be brought into full compliance with this code 5ft2 Studio Architects 2625 Northup Way, Suite 100, Bellevue, WA 98004 info@5ft2studio.com www.5ft2studio.com 425.287.1567 20120172 REGISTERED ARCHITECT LI PAN :t! WASHIN TON 08.2.2022 7527 Edmonds 7527 172nd St SW, Edmonds, WA 98026-5123 Building Permit B LD2022-1081 NO. DESCRIPTION DATE RESUB Jan 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-1081 DATE: 08/102022 CODE COMPLIANCE ENERGY A6.3 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Sinele Family - New & Additions (effective February 1. 20211 Version 1 1 These requirements apply to all IRC building types, including detached one- and two-family dwellings and multiple single-family dwellings (townhouses). Project Information Contact Information 7527 172nd St SW. Edmonds, WA 98026-5123 lKaveh Noorbakhsh 7527 172nd St SW Edmonds WA 98026 Instructions: This single-family project will use the requirements of the Prescriptive Path below and incorporate the minimum values listed. Based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Provide all information from the following tables as building permit drawings: Table R402.1- Insulation and Fenestration Requirements by Component, Table R406. Fuel No falization Credits and 406.3 - Energy Credits. Authorized Representative Date OBIr)3 M= All Climate Zones (Table R_ 2.1.11 R-ValueU-Factor' Fenestration U-Factor ° n/a 0.30 Skylight U-Factor ° n/a n/a 0.50 n/a Glazed Fenestration SHGC b,* Ceiling' 49 0.026 Wood Frame Wall Lh 0.056 21 int Floor 30 0.029 Below Grade Wall `h 10/15/21 int + TB 0.042 Slab R-Value & Depth 10, 2 ft n/a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity that is less a than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-valuespecified in the table. b The fenestration U-factor column excludes skylights. .10/15/21 +5TB" means R-10 continuous insulation on the exterior of the wall, or R-15 continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at c the interior of the basement wall. "10/15/21 +5TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "5TB" means R-5 thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See Section R402.2.9.1. For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38 if the full insulation depth e I- extends over the top plate of the exterior wall. R-7.5 continuous insulation installed over an existing slab is deemed to be equivalent to the required perimeter f slab insulation when applied to existing slabs complying with Section R503.1.1. If foam plastic is used, it shall meet the requirements for thermal barriers protecting foam plastics. For log structures developed in compliance with Standard ICC 400, log walls shall meet the requirements for g climate zone 5 of ICC 400. Int. (intermediate framing) denotes framing and insulation as described in Section A103.2.2 including standard h framing 16 inches on center, 78%of the wall cavity insulated and headers insulated with a minimum of R-10 insulation. Prescriptive Path - Single Family 2018 Washington State Energy Code-R 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New & Additions (effective February 1, 2021) Table 406.3-Energy Credits (Single Family) Option Description Credits: SF 6. RENEWABLE ELECTRIC ENERGY OPTION For each 1200 kWh of electrical generation per housing unit provided annually by on -site wind or solar equipment a 1.0 credit shall be allowed, up to 3 credits. Generation shall be calculated as follows: For solar electric systems, the design shall be demonstrated to meet this requirement using the National Renewable Energy Laboratory calculator PVWATTs or approved alternate by the code official. 6.1 Documentation noting solar access shall be included on the plans. For wind generation projects designs shall document annual power generation based on the following factors: the wind turbine power curve; average annual wind speed at the site; frequency distribution of the wind speed at the site and height of the tower. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall show the photovoltaic or wind turbine equipment type, provide documentation of solar and wind access, and include a calculation of the minimum annual energy power production. 7. APPLIANCE PACKAGE OPTION All of the following appliances shall be new and installed in the dwelling unit and shall meet the following standards: Dishwasher- Energy Star rated Refrigerator (if provided) - Energy Star rated Washing machine - Energy Star rated 7.1 Dryer Energy Star rated, ventless dryer with minimum CEF rating of 5.2 To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall show the appliance type and provide documentation of Energy Star compliance. At the time of inspection, all appliances shall be installed and connected to utilities. Dryer ducts and exterior dryer vent caps are not permitted to be installed in the dwelling unit. Prescriptive Path - Single Family 2018 Washington State Energy Code-R WE ti co N CD N d� 1.0 0.5 1 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New & Additions (effective February 1, 2021) Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 (fuel normalization credits) and Table 406.3 (energy credits) to achieve the following minimum number of credits. To claim this credit, the building permit drawings shall specify the option selected and the maximum tested building air leakage, and show the qualifying ventilation system and its control sequence of operation. 1. Small Dwelling Unit: 3 credits Dwelling units less than 1,500 sf in conditioned floor area with less than 300 sf of fenestration area. Additions to existin built]cre that are greater than 500 sf of heated floor area but less than 1,500 sf. 2. Medium Dwelling nit: Its All dwelling units that are not included in #1 or #3 3. Large Dwelling Unit: 7 credits Dwelling units exceeding 5,000 sf of conditioned floor area 4. Additions less than 500 square feet: 1.5 credits All other additions shall meet 1-3 above Before selecting your credits on this Summary table, review the details in Table 406.3 (Single Family), on page 4. Summary of Table R406.2 and 406.3 Heating Options Fuel Normalization Descriptions Credits - select ONE heating option User Notes 1 Combustion heating minimum NAECA° 0.0 1.0 -1.0 2 Heat pump` 3 Electric resistance heat only - furnace or zonal 1 DHP with zonal electric resistance per option 3.4 4 0.5 5 All other heating systems -1.0 Energy Credits - select ONE Options Energy Credit Option Descriptions energy option from each P cate o 1.1 Efficient Building Envelope 0.5 1.2 Efficient Building Envelope Efficient Building Envelope 1.0 1.3 0.5 1.4 Efficient Building Envelope 1.0 1.5 Efficient Building Envelope 2.0 1.6 Efficient Building Envelope 3.0 1.7 Efficient Building Envelope 0.5 2.1 Air Leakage Control and Efficient Ventilation 0.5 2.2 Air Leakage Control and Efficient Ventilation 1.0 2.3 Air Leakage Control and Efficient Ventilation 1.5 2.4 Air Leakage Control and Efficient Ventilation 2.0 3.1' High Efficiency HVAC 1.0 3.2 High Efficiency HVAC 1.0 3.3' High Efficiency HVAC 1.5 3.4 High Efficiency HVAC 1.5 3.5 High Eff ciency HVAC 1.5 3.6' High Efficiency HVAC 2.0 4.1 High Efficiency HVAC Distribution System 0.5 4.2 High Efficiency HVAC Distribution System 1.0 Prescriptive Path - Single Family 2018 Washington State Energy Code-R 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New & Additions (effective February 1, 2021) Table 406.3 - Energy Credits (Single Family) Option Description Credits: SF 1. EFFICIENT BUILDING ENVELOPE OPTIONS Only one option from Items 1.1 through 1.7 may be selected in this category. Compliance with the conductive UA targets is demonstrated using Section R402.1.4, Total UA alternative, where [1- (Proposed UA/Target UA)] > the required %UA reduction. Prescriptive compliance is based on Table R402.1.1 with the following modifications: 1.1 Vertical fenestration U = 0.24 Prescriptive compliance is based on Table R402.1.1 with the following modifications: 0.5 1.2 !vertical fenestration U = 0.20 Prescriptive compliance is based on Table R402.1.1 with the following modifications: 1.0 Vertical fenestration U = 0.28 iFloor R-38 1.3 'Slab on grade R-10 perimeter and under entire slab below grade slab R-10 perimeter and 0.5 under entire slab or Compliance based on Section R402.1.4: Reduce the Total conductive UA by 5% Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U = 0.2S Wall R-21 plus R-4 ci Floor R-38 1.4 Basement wall R-21 int plus R-5 ci 1.0 Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total conductive UA by 15% Prescriptive compliance is based on Table R402.1.1 with the following modifications: P P 8 Vertical fenestration U = 0.22 Ceiling and single -rafter or joist -vaulted R-49 advanced Wood frame wall R-21 int plus R-12 ci Floor R-38 1.5 Basement wall R-21 int plus R-12 ci 2.0 Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total conductive UA by 30% Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U = 0.18 Ceiling and single -rafter or joist -vaulted R-60 advanced Wood frame wall R-21 int plus R-16 ci 1.6 Floor R-48 3.0 Basement wall R-21 int plus R-16 ci Slab on grade R-20 perimeter and under entire slab Below grade slab R-20 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total conductive UA by 40%. Advanced framing and raised heel trusses or rafters Vertical Glazing U-0.28 1.7 R-49 Advanced (U-0.020) as listed in Section A102.2.1, Ceilings below a vented attic and 0.5 R-49 vaulted ceilings with full height of uncompressed insulation extending over the wall !top plate at the eaves. 8 Prescriptive Path - Single Family 2018 Washington State Energy Code-R 4 2 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New & Additions (effective February 1. 2021) Summary of Table R406.2 (cunt.) Energy Options 5.1° Energy Credit Option Descriptions (cont.) Efficient Water Heating Efficient Water Heating Credits - select ONE energy option from User Notes each cote ory 0.5 ❑ 5.2 0.5 ❑ 5.3 Efficient Water Heating 1.0 ❑' 5.4 Efficient Water Heating 1.5 ❑ 5.5 Efficient Water Heating 2.0 ❑ 5.6 Efficient Water Heating 2.5 ❑ 6. 1* Renewable Electric Energy (3 credits max) 1.0 7.1 IADoliance Packaee 0.5 ❑ L Total Credits l 3 I- 1 Cleer Form II a. An alternative heating source sized at a maximum of 0.5 W/sf (equivalent) of heated floor area or 500 W, whichever is bigger, may be installed in the dwelling unit. b. Equipment listed in Table C403.3.2(4) or C403.3.2(5) c. Equipment listed in Table C403.3.2(1) or C403.3.2(2) d. You cannot select more than one option from any category EXCEPT in category S. Option S.1 may be combined with options S.2 through 5.6. See Table 406.3. e. 1.0 credit for each 1,200 kWh of electrical generation provided annually, up to 3 credits max. See the complete Table R406.2 for all requirements and option descriptions. f Use the single radiobutton in the upper right of the second column to deselect radiobuttons in that group. Please print only pages 1 through 3 of this :.orksheet for submission to your building official. For Building Officials Only Prescriptive Path - Single Family 2018 Washington State Energy Code-R 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New & Additions (effective February 1, 2021) Table 406.3 - Energy Credits (Single Family) Credits: SF 2. AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION OPTIONS Only one option from Items 2.1 through 2.4 may be selected in this category. Compliance based on R402.4.1.2: Reduce the tested air leakage to 3.0 air changes per hour maximum at 50 Pascals or For R-2 Occupancies, optional compliance based on Section R402.4.1.2: Reduce the tested air leakage to 0.3 cfm/sf maximum at So Pascals and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code or Section 403.8 of the International Mechanical Code shall 2.1 be met with a high efficiency fan(s) (maximum 0.3S watts/cfm), not interlocked with the 0.5 furnace fan (if present). Ventilation systems using a furnace including an ECM motor are allowed, provided that they are controlled to operate at low speed in ventilation only mode. To qualify to claim this credit, the building permit drawings shall specify the option being selected and the maximum tested building air leakage, and shall show the qualifying ventilation system and its control sequence of operation. Compliance based on Section R402.4.1.2: Reduce the tested air leakage to 2.0 air changes per hour maximum at SO Pascals or For R-2 Occupancies, optional compliance based on Section R402.4.1.2: Reduce the tested 2.2 air leakage to 0.25 cfm/sf maximum at 50 Pascals and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code or Section 403.8 of the International Mechanical Code shall be met with a heat recovery ventilation system with minimum sensible heat recovery efficiency of 0.6S.' Compliance based on Section R402.4.1.2: Reduce the tested air leakage to 1.S air changes per hour maximum at 50 Pascals or For R-2 Occupancies, optional compliance based on Section R402.4.1.2: Reduce the tested 2.3 air leakage to 0.25 cfm/sf maximum at 50 Pascals and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code or Section 403.8 of the International Mechanical Code shall be met with a heat recovery ventilation system with minimum sensible heat recovery efficiency of 0.75.' Compliance based on Section R402.4.1.2: Reduce the tested air leakage to 0.6 air changes per hour maximum at 50 Pascals or For R-2 Occupancies, optional compliance based on Section R402.4.1.2: Reduce the tested 2.4 air leakage to OAS cfm/sf maximum at 50 Pascals and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code or Section 403.8 of the International Mechanical Code shall be met with a heat recovery ventilation system with minimum sensible heat recovery ,efficiency of 0.80. Duct installation shall comply with Section R403.3.7. I To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the heat recovery ventilation system. Prescriptive Path - Single Family 2018'Washington State Energy Code-R 1.0 1.5 2.0 3 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New & Additions (effective February 1, 2021) Table 406.3 - Energy Credits (Single Family) Option Description Credits: SF 3. HIGH EFFICIENCY HVAC EQUIPMENT OPTIONS :Only one option from Items 3.1 through 3.6 may be selected in this category. 3.1 = Energy Star rated (U.S. North) Gas or propane furnace with minimum AFUE of 95%or 1.0 2 3.2 Air -source centrally ducted heat pump with minimum HSPF of 9.5. s 1.0 3.32 Open loop water source heat pump with a maximum pumping hydraulic head of 150 feet 1.5 and minimum COP of 3.6.' Ductless mini -split heat pump system, zonal control: In homes where the primary space 3A heating system is zonal electric heating, a ductless mini -split heat pump system with a 1.5 minimum HSPF of 10.0 shall be installed and provide heating to the largest zone of the housing unit.' 3.5 z Air -source, centrally ducted heat pump with minimum HSPF of 11.0. 4 1.5 Ductless split system heat pumps with no electric resistance heating in the primary living areas. A ductless heat pump system with a minimum HSPF of 10 shall be sized and installed to provide heat to entire dwelling unit at the design outdoor air temperature. 3.6 z 2.0 To qualify to claim this credit, the building permit drawings shall specify the option being selected, the heated floor area calculation, the heating equipment type(s), the minimum equipment efficiency, and total installed heat capacity (by equipment t e . An altemative heating source sized at a maximum of 0.5 W sf(equivalent) of heated floor area or 500 W, whichever is bigger, may be installed in the dwelling unit. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. • To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 4. HIGH EFFICIENCY HVAC DISTRIBUTION SYSTEM OPTIONS All supply and return ducts located in an unconditioned attic shall be deeply buried in ceiling insulation in accordance with Section R403.3.7. For mechanical equipment located outside the conditioned space, a maximum of 10 linear feet of return duct and 5 linear feet of supply duct connections to the equipment may be outside the deeply buried insulation. All metallic ducts located outside the conditioned 4.1 0.5 space must have both transverse and longitudinal joints sealed with mastic. If flex ducts are used, they cannot contain splices. Duct leakage shall be limited to 3 cfm per 100 square feet of conditioned floor area. Air handlers shall be located within the conditioned space. HVAC equipment and associated duct system(s) installation shall comply with the requirements of Section R403.3.7. Locating system components in conditioned crawl spaces is not permitted under this option. 4 2 Electric resistance heat and ductless heat pumps are not permitted under this option. 1.0 Direct combustion heating equipment with AFUE less than 80%is not permitted under this option. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the heating equipment type and shall show the location of the heating and cooling equipment and all the ductwork. 5 Prescriptive Path - Single Family 2018 Washington State Energy Code-R 6 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New & Additions (effective February 1, 2021) _ _ Table 406.3 - Energy Credits (Single Family) Option Description Credits: SF S. EFFICIENT WATER HEATING OPTIONS Only one option from Items 5.2 through 5.6 may be selected in this category. Item 5.1 may be combined with any option. A drain water heat recovery unit(s) shall be installed, which captures waste water heat from all and only the showers, and has a minimum efficiency of 40% if installed for equal flow or a minimum efficiency of 54% if installed for unequal flow. Such units shall be rated in accordance with CSA 855.1 or IAPMO IGC 346-2017 and be so labeled. 5.1 0.5 To qualify to claim this credit, the building permit drawings shall include a plumbing diagram that specifies the drain water heat recovery units and the plumbing layout needed to install it. Labels or other documentation shall be provided that demonstrates that the unit complies with the standard. 5 2 Water heating system shall include one of the following: 0.5 n r r rated as r r ane water heater with minimum F of 0.' Water heating system shall include one of the following: Energy Star rated gas or propane water heater with a minimum UEF of 0.91 or Solar water heating supplementing a minimum standard water heater. Solar water heating will provide a rated minimum savings of 85 therms or 2000 kWh based on the Solar Rating and Certification Corporation (SRCC) Annual Performance of OG-300 Certified Solar Water Heating 5.3 Systems or 1.0 Water heater heated by ground source heat pump meeting requirements of Option 3.3. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the water heater equipment type and the minimum equipment efficiency and, for solar water heating systems, the calculation of minimum energy savings. Water heating system shall include one of the following: Electric heat pump water heater meeting the standards for Tier I of NEEA's advanced water heating specification or 5.4 For R-2 Occupancy, electric heat pump water heater(s), meeting the standards for Tier I of 1.5 NEEA's advanced water heating specification, shall supply domestic hot water to all units. If one water heater is serving more than one dwelling unit, all hot water supply and recirculation piping shall be insulated with R-8 minimum pipe insulation. s Water heating system shall include one of the following: Electric heat pump water heater meeting the standards for Tier III of NEEA's advanced water heating specification or 5.5 For R-2 Occupancy, electric heat pump water heater(s), meeting the standards for Tier III of 2.0 NEEA's advanced water heating specification, shall supply domestic hot water to all units. If one water heater is serving more than one dwelling unit, all hot water supply and recirculation piping shall be insulated with R-8 minimum pipe insulation. s Water heating system shall include one of the following: Electric heat pump water heater with a minimum UEF of 2.9 and utilizing a split system configuration with the air -to -refrigerant heat exchanger located outdoors. Equipment shall meet Section 4, requirements for all units, of the NEEA standard Advanced Water Heating Specification with the UEF noted above or 5.6 2.5 For R-2 Occupancy, electric heat pump water heater(s), meeting the standards for Tier III of NEEA's advanced water heating specification and utilizing a split system configuration with the air -to -refrigerant heat exchanger located outdoors, shall supply domestic hot water to all units. If one water heater is serving more than one dwelling unit, all hot water supply and recirculation piping shall be insulated with R-8 minimum pipe insulation. s i o quauryto ciamn finis creak, ine ouiwing permit arawmgs snau speary the option Deing seiecrea ano snau specify the water heater equipment type and the minimum equipment efficiency. Prescriptive Path - Single Family 2018 Washington State Energy Code-R b 5ft2 Studio Architects 2625 Northup Way, Suite 100, Bellevue, WA 98004 info@5ft2studio.com www.5ft2studio.com 425.287.1567 20120172 REGISTERED ARCHITECT v - v PEIK CI PAN STATE OF WASHIN TON 08.2.2022 7527 Edmonds 7527 172nd St SW, Edmonds, WA 98026-5123 Building Permit B LD2022-1081 NO. DESCRIPTION DATE 1 Revision 1 10/23/2022 RESUB Jan 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2022-1081 DATE: 08/102022 CODE COMPLIANCE ENERGY 2 A6.4 STRUCTURAL NOTES CODE ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC) AS AMENDED BY THE LOCAL JURISDICTION. SPECIFICATIONS AND STANDARDS WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION. REINFORCING STEEL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A615 GRADE 60. REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. WELDED WIRE REINFORCING SHALL CONFORM TO ASTM A185. PROVIDE WELDED WIRE FABRIC IN SHEETS WITH 12" LAPS AT SIDES AND ENDS. DESIGN LOADS REINFORCING STEEL SHALL BE DETAILED TO INCLUDE HOOKS AND BENDS IN ACCORDANCE WITH ACI LIVE LOADS: SP-66 AND ACI 318. DEVELOPMENT LENGTHS AND LAP SPLICES SHALL BE PER THE SCHEDULE. RESIDENTIAL 40 PSF DECK 60 PSF MECHANICAL SPLICING OF REINFORCING BARS, IF REQUIRED, SHALL BE BYAN ICBO APPROVED SYSTEM, SNOW 25 PSF AND SHALL DEVELOP 125% OF THE SPECIFIED YIELD STRENGTH OF THE BAR. ALL SPLICE DEVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. EARTHQUAKE LOADS: SITE CLASS D REINFORCING SHALL BE PLACED AND ADEQUATELY SUPPORTED PRIOR TO PLACING CONCRETE. SHORT PERIOD SPECTRAL RESPONSE (SDS) 1.052 WET -SETTING ITEMS IS NOT ALLOWED WITHOUT PRIOR ENGINEER APPROVAL. BARS PARTIALLY ONE SECOND SPECTRAL RESPONSE (Spy) 0.571 EMBEDDED IN HARDENED CONCRETE SHALL NOT BE FIELD BENT UNLESS APPROVED BY THE ENGINEER. OCCUPANCY CATEGORY ll REFER TO ACI FOR PLACING TOLERANCES AND OTHER REINFORCING STEEL REQUIREMENTS. SEISMIC IMPORTANCE FACTOR (10 1.00 SEISMIC DESIGN CATEGORY D DEVELOPMENT LENGTH AND LAP SPLICE BASIC SEISMIC FORCE -RESISTING -SYSTEM WOOD S. W. REINFORCING DEVELOPMENT LENGTHS AND LAP SPLICES SHALL BE AS FOLLOWS. ALL LENGTHS ARE IN RESPONSE MODIFICATION FACTOR, (R) 6.5 INCHES BASED ON GRADE 60 REINFORCING. CONSULT ENGINEER FOR OTHER GRADES OF STEEL. TOP SEISMIC RESPONSE COEFFICIENT (CS) 0.162 BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW THE BAR. WIND LOADS: ULT. BASIC WIND SPEED (3 SECOND GUST) 100 MPH EXPOSURE B KZT 1.00 SPECIAL INSPECTION SPECIAL INSPECTION SHALL BE PERFORMED PER CHAPTER 17 OF THE IBC ONLY WHERE REQUIRED BY THE LOCAL JURISDICTION FOR THE FOLLOWING ITEMS: • SOILS (SECTION/TABLE 1705.6) • CONCRETE (SECTION/TABLE1705.3) • WOOD (SECTION 1705.5) REFER TO IBC SECTION 1705.10 AND 1705.11 FOR ADDITIONAL INSPECTION REQUIREMENTS FOR THE STRUCTURAL COMPONENTS OF THE LATERAL FORCE RESISTING SYSTEM. ALL INSPECTIONS SHALL BE PERFORMED BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE OWNER. THE ARCHITECT, ENGINEER, AND BUILDING OFFICIAL SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION REPORTS. IF ANY INSPECTION FAILS TO MEET THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, IT SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE DESIGN TEAM. STRUCTURAL OBSERVATION STRUCTURAL OBSERVATION SHALL BE PERFORMED PER CHAPTER 17 OF THE IBC ONLY WHERE REQUIRED BY THE LOCAL JURISDITION. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR ANY SPECIAL INSPECTIONS REQUIRED. NOTIFY THE ENGINEER A MINIMUM OF ONE WEEK PRIOR TO THE OBSERVATION. FOUNDATIONS: THE FOLLOWING SOIL DESIGN PARAMETERS HAVE BEEN ASSUMED. IF EXCAVATION SHOWS THAT SOIL CONDITIONS DO NOT MATCH THE LISTED DESIGN VALUES, A GEOTECHNICAL ENGINEER SHALL BE RETAINED TO EVALUATE THE SOIL CONDITIONS. NOTIFY THE ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. f'c = 2500 PSI f'c = 3000 PSI BAR SIZE DEVELOPMENT LENGTH LAP SPLICE DEVELOPMENT LENGTH LAP SPLICE TOP BARS OTHER BARS TOP BARS OTHER BARS TOP BARS OTHER BARS TOP BARS OTHER BARS #3 23 18 30 23 22 17 28 22 #4 31 24 41 31 29 22 37 29 #5 39 30 51 39 36 28 47 36 #6 47 36 61 47 43 33 56 43 CONCRETE GENERAL NOTES WALL AND COLUMN VERTICAL BARS SHALL START FROM THE TOP OF FOOTING. HORIZONTAL BARS SHALL START A DISTANCE OF 1/2 THE NORMAL BAR SPACING FROM TOP OF FOOTING AND/OR TOP OF FRAMED SLABS. THERE SHALL BE AN ADDITIONAL HORIZONTAL BAR AT A MAXIMUM OF 3" FROM EVERY TOP OF WALL AND BOTTOM OF FRAMED SLABS. PROVIDE CORNER BARS TO MATCH AND LAP ALL HORIZONTAL REINFORCING ON EACH SIDE OF THE CORNER PER SCHEDULE OR BEND ONE SIDE OF HORIZONTAL AROUND CORNER TO PROVIDE LAP SPLICE PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO BREAK UP EACH SLAB INTO RECTANGULAR AREAS OF NOT MORE THAN 400 SQUARE FEET. AREAS SHALL BE AS SQUARE AS PRACTICAL AND HAVE NO ACUTE ANGLES. JOINT LOCATIONS SHALL BE APPROVED BY THE ARCHITECT PRIOR TO PLACEMENT. ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED AND PROPERLY PREPARED IMMEDIATELY PRIOR TO POURING OF CONCRETE. DOWEL STEEL SHALL BE THE SAME SIZE AND SPACING AS MAIN REINFORCING DETAILED BEYOND JOINT UNLESS NOTED OTHERWISE IN PLAN. • 1,500 PSF (ALLOWABLE BEARING PRESSURE) SEE ARCHITECTURAL DRAWINGS AND MECHANICAL DRAWINGS FOR EXACT SIZE AND LOCATION OF • 35 PCF+ SURCHARGE (ACTIVE LATERAL PRESSURE) OPENINGS IN CONCRETE WALLS, FLOORS, AND ROOF. UNLESS INDICATED OTHERWISE, REINFORCE • 200 PCF (PASSIVE PRESSURE) AROUND OPENINGS GREATER THAN 12" IN ANY DIRECTION WITH (1) #5 EACH SIDE AND (1) #5 x 4'-0" • 0.35 (COEFFICIENT OF FRICTION) DIAGONAL AT EACH CORNER. EXTEND BARS 2'-0" BEYOND EDGE OF OPENING. IF 2'-0" IS UNAVAILABLE, EXTEND AS FAR AS POSSIBLE AND HOOK. HOOK ALL REINFORCING INTERRUPTED BY OPENINGS. FOOTINGS SHALL BEAR ON FIRM UNDISTURBED EARTH OR COMPACTED STRUCTURAL FILL AS REQUIRED BY THE GEOTECHNICAL ENGINEER. FOOTINGS SHALL BE PLACED AT A MINIMUM OF THE FROST DEPTH REQUIRED BY THE LOCAL JURISDICTION. FOOTING ELEVATIONS SHOWN IN THE DRAWINGS REPRESENT MINIMUM DEPTHS AND ARE FOR BIDDING ONLY. FINAL FOUNDATION ELEVATIONS ARE SUBJECT TO SITE CONDITIONS AND SHALL BE ESTABLISHED BY THE CONTRACTOR. FOOTINGS SHALL BE CENTERED BENEATH THE STRUCTURE ABOVE, UNLESS DIMENSIONED OTHERWISE. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING EXCAVATION, PILE INSTALLATION, AND ANY OTHER CONSTRUCTION EARTHWORK. NOTIFY THE UNDERGROUND UTILITIES LOCATION SERVICE AT LEAST 1 WEEK PRIOR TO CONSTRUCTION AND INDEPENDENTLY VERIFYALL UTILITIES WHICH MAYBE AFFECTED BY THIS PROJECT. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL DAMAGE DAMAGE TO UNDERGROUND UTILITIES RESULTING FROM THEIR WORK. IMPORTED STRUCTURAL FILL AND BACKFILL MATERIAL SHOULD CONSIST OF CLEAN, WELL GRADED GRANULAR MATERIAL FREE OF DEBRIS OR ORGANICS WITH A MAXIMUM PARTICLE DIAMETER OF THREE INCHES AND NO MORE THAN 10% FINES (PASSING THE #200 SIEVE). FILL AND BACKFILL MATERIAL SHOULD BE PLACED IN LEVEL LIFTS NOT EXCEEDING TWELVE INCHES IN LOOSE THICKNESS AND COMPACTED TO A MINIMUM OF 95% OF ITS MAXIMUM DRY DENSITYAS DETERMINED BYASTM D1557. BACKFILL BEHIND ALL RETAINING WALLS WITH WELL -DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. PROVIDE WATER PROOFING SYSTEM AT EXTERIOR FACE OFALL FOUNDATION WALLS EXPOSED TO EARTH PER ARCHITECTURAL SPECIFICATIONS. CONCRETE ALL CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH ACI 301 "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE" AND ACI 318, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE". THE CONCRETE SHALL HAVE A UNIT WEIGHT OFAPPROXIMATELY 150 PCF CONCRETE STRENGTHS AT 28 DAYS (f'c) AND MIX CRITERIA SHALL BE AS FOLLOWS: • SLAB -ON -GRADE: f'c = 2,500 PSI 0.55 WIC RATIO • FOUNDATION & WALLS: f'c = 2,500 PSI 0.55 WIC RATIO A CONCRETE MIX DESIGN SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL IF REQUIRED IN THE SUBMITTAL SPECIFICATIONS. THE MIX DESIGN SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER, AND ADMIXTURES AS WELL AS THE WATER -CEMENT RATIO, SLUMP, CONCRETE YIELD, AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH ACI REQUIREMENTS. ALL CONCRETE EXPOSED TO WEATHER OR TO FREEZING TEMPERATURES SHALL BE AIR -ENTRAINED IN ACCORDANCE WITH ACI TABLE 4.2.1 FOR MODERATE EXPOSURE CONDITION. MINIMUM CONCRETE COVER ON REINFORCING STEEL SHALL BE AS FOLLOWS. • CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" • CONCRETE EXPOSED TO EARTH AND WEATHER: #6 BARS AND LARGER 2" #5 BARS AND SMALLER 1 1/2" • CONCRETE NOT EXPOSED TO EARTH OR WEATHER: SLABS, WALLS, AND JOISTS 3/4" BEAM/COLUMN TIES AND STIRRUPS 1 1/2" SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, STRIPS, TEXTURE, AND OTHER FINISH DETAILS AT EXPOSED CONCRETE SURFACES. PROVIDE 3/4" CHAMFER AT ALL CORNERS LINO. NAILS, SCREWS, BOLTS, AND CONNECTORS REFER TO THE PLANS, NOTES, SCHEDULES, AND DETAILS FOR ALL NAILING REQUIREMENTS. NAILING NOT SPECIFIED SHALL BE PER IBC TABLE 2304.10.1. ALL NAILS SHALL CONFORM TO THE STANDARD DIMENSIONS OF COMMON NAILS AS DEFINED BY THE NDS AND SHALL MEET THE FOLLOWING MINIMUM GUIDELINES. - • 8d=0.131"0x2112" • 10d = 0.14870 X 3" • 16d=0.162"0x31/2" 10d BOX NAILS (0.128"0 x 3) MAY BE SUBSTITUTED FOR 8d COMMON NAILS WITH NO CHANGE IN NAIL SPACING. FRAMING MEMBERS MAY BE NAILED WITH 16d SINKERS (0.148.0 x 3 1/4'), BUT ONLY 16d COMMON NAILS SHALL BE USED WHERE 16d NAILS ARE INDICATED IN THE DRAWINGS. OTHER NAILS MAY BE SUBSTITUTED ONLY WITH THE ENGINEER'S APPROVAL PRIOR TO START OF CONSTRUCTION. ALL LAG SCREWS AND BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE STANDARD CUT WASHERS UNDER THE HEADS AND NUTS OF ALL LAG SCREWS AND BOLTS BEARING ON WOOD. LEAD HOLES FOR BOLTS SHALL BE PROVIDED AND SHALL BE A MINIMUM OF 1/32" AND A MAXIMUM OF 1/16" LARGER THAN THE BOLT DIAMETER. LEAD HOLES FOR LAG SCREW SHANK AND THREADS SHALL BE PER NDS 12.1.4.2. ALL WOOD CONNECTORS SHALL BE SIMPSON STRONG -TIE OR ENGINEER APPROVED EQUIVALENT. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS USING THEIR SPECIFIED NUMBER AND SIZE OF FASTENERS. IF STRAPS CONNECT TWO MEMBERS, PLACE 1/2 OF THE NAILS, SCREWS, OR BOLTS INTO EACH MEMBER. ALL NAILS, SCREWS, BOLTS, AND METAL CONNECTORS IN CONTACT WITH PRESSURE TREATED OR FIRE RETARDANT TREATED WOOD SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A153. WOOD FRAMING GENERAL NOTES SILL PLATES BEARING ON CONCRETE FOUNDATIONS SHALL BE PRESSURE TREATED AND SHALL ATTACH TO THE CONCRETE WITH 1/270 ANCHOR BOLTS EMBEDDED 7" MINIMUM. PLACE ANCHORS AT 4'-0" OC MAXIMUM FOR SHEAR WALLS AND AT 6'-0" OC FOR BEARING AND PARTITION WALLS. USE A MINIMUM OF (2) ANCHOR BOLTS PER SILL PLATE AND PLACE ONE WITHIN 12" OF EACH END OF EACH PIECE. REFER TO THE SHEAR WALL SCHEDULE FOR MORE STRINGENT ANCHORAGE SIZE AND SPACING REQUIREMENTS. CONTRACTOR SHALL INSTALL 3 GAUGE PLATE WASHERS BENEATH EACH NUT AT EACH ANCHOR BOLT IN A SHEAR WALL THAT EXTEND TO WITHIN 1/2" OF SHEATHED EDGE. ALL SHEAR AND/OR BEARING WALLS SHALL BE FRAMED WITH 2x STUDS @a 16" OC. REFER TO PLAN NOTES FOR TYPICAL HEADER SIZES NOT SPECIFICALLY CALLED OUT. ALL HEADERS SHALL BE SUPPORTED BY A MINIMUM OF (1) CRIPPLE AND (1) FULL HEIGHT STUD. COLUMNS BELOW FLUSH FRAMED MULTIPLE JOIST BEAMS SHALL BE EQUAL IN WIDTH TO THE BEAM. ALL COLUMNS NOT CALLED OUT SHALL BE (2) STUDS. BEAMS SHALL HAVE FULL BEARING ON COLUMNS AND POSITIVE CONNECTION SHALL BE PROVIDED. PROVIDE SOLID BLOCKING BETWEEN JOISTS AND RAFTERS AT ALL SUPPORTS, AT 8'-0" OC MAXIMUM SPACING BETWEEN SUPPORTS, AND BENEATH PARTITIONS PERPENDICULAR TO THE DIRECTION OF FRAMING. INSTALL DOUBLE JOISTS UNDER PARTITIONS EXTENDING ONE HALF OR MORE OF THE JOIST SPAN. MINIMUM NAILING REQUIREMENTS SHALL BE PER IBC TABLE 2304.10.1. THE USE OF NAIL GUNS IS APPROVED IF NAILING INTO THE DIAPHRAGMS IS FLUSH WITH FACE OF SHEATHING. NAIL PENETRATIONS GREATER THAN 1/16" ARE NOT ACCEPTABLE. NOTCHES AND HOLES IN WALL STUDS ARE ALLOWED WITHIN THE PARAMETERS OF IBC SECTIONS 2308.5.9 AND 2308.5.10. NOTCHES AND HOLES IN JOISTS AND RAFTERS ARE ALLOWED WITHIN THE PARAMETERS OF IBC SECTIONS 2308.4.2 AND 2308.7.4. VERTICAL SHRINKAGE WILL OCCUR AND ACCUMULATE AT EACH LEVEL FROM THE WOOD DRYING OVER TIME. THIS IS ESTIMATED TO BE APPROXIMATELY 0.15" PER FLOOR AND ASSUMES THE WOOD HAS AN INITIAL MOISTURE CONTENT OF 19% OR LESS. ADDITIONAL SHRINKAGE WILL OCCUR IF THE MOISTURE CONTENT IS HIGHER. THE CONTRACTOR SHALL ALLOW FOR THIS MOVEMENT IN THEIR INSTALLATION OF ALL VERTICAL ASSEMBLIES INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, MECHANICAL, AND ARCHITECTURAL SYSTEMS. GENERAL NOTES STRUCTURAL STEEL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE ARCHITECTURAL, CIVIL, ALL STRUCTURAL STEEL WORK SHALL BE PERFORMED IN ACCORDANCE WITH AISC "SPECIFICATION FOR ELECTRICAL, AND MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. REFER TO THE STRUCTURAL STEEL BUILDINGS" AND AWS D1.1 "STRUCTURAL WELDING CODE - STEEL". STEEL SHALL BE ARCHITECTURAL DRAWINGS FOR ELEVATIONS, SLOPES, NON -BEARING WALLS, STAIRS, CURBS, DRAINS, FABRICATED AND ERECTED WITHIN THE TOLERANCES DEFINED BY AISC. STRUCTURAL STEEL MATERIALS RAILINGS, WATERPROOFING, FINISHES, ETC. REFER TO THE ARCHITECTURAL, CIVIL, ELECTRICAL, AND SHALL BE AS FOLLOWS: MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF PIPES, VENTS, DUCTS, AND OTHER OPENINGS NOT SPECIFICALLY INDICATED ON THE STRUCTURAL DRAWINGS. • SHAPES SHALL CONFORM TO ASTM A992, Fy = 50 KSI. • PLATES, ANGLES, AND RODS SHALL CONFORM TO ASTM A36, Fy = 36 KSI. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND FIELD CONDITIONS FOR COMPATIBILITY WITH THE • STRUCTURAL TUBING SHALL CONFORM TO ASTM A500 GRADE B, Fy = 46 KSI. PLANS, SPECIFICATIONS, AND REFERENCED STANDARDS BEFORE PROCEEDING WITH ANY WORK. THE • STRUCTURAL PIPE SHALL CONFORM TO ASTM A53 GRADE B, Fy = 35 KSI. MOST STRINGENT REQUIREMENT SHALL GOVERN ANY CONFLICT UNLESS APPROVED IN WRITING • BOLTS SHALL CONFORM TO ASTM A325-N (USE 51870 MINIMUM UNO) OTHERWISE. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN TEAM • ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 GRADE 36, Fy = 36 KSI. BEFORE PROCEEDING. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS IN ACCORDANCE WITH AWS AND WABO CONTRACTOR SHALL BE RESPONSIBLE FOR STRENGTH AND STABILITY OF ANY PARTLY COMPLETED REQUIREMENTS. USE 70 KSI LOW HYDROGEN ELECTRODES APPROPRIATE FOR THE MATERIALS BEING STRUCTURE. CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND SHALL PROVIDE WELDED. IF NOT SPECIFIED, MINIMUM WELD SIZE SHALL BE PER AWS D1.1. WELDING OF REINFORCING TEMPORARY SHORING AND SUPPORT AS REQUIRED UNTIL THE STRUCTURE HAS BEEN COMPLETED. BARS SHALL NOT BE PERMITTED UNLESS SPECIFICALLY CALLED OUT ON DRAWINGS ALL STEEL EXPOSED TO WEATHER SHALL BE FABRICATED IN ACCORDANCE WITH ASTM A385 AND HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A123. FASTENERS AND HARDWARE SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A153. ALL DAMAGED GALVANIZED COATINGS SHALL BE REPAIRED IN ACCORDANCE WITH ASTM A780 WITH AN APPLIED COATING THICKNESS DETERMINED BY THE ENGINEER. WOOD FRAMING ALL WOOD FRAMING SHALL BE PERFORMED IN ACCORDANCE WITH IBC CHAPTER 23, ANSI/AWC "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", AND AITC "TIMBER CONSTRUCTION MANUAL". SAWN LUMBER SHALL BE IDENTIFIED BY THE GRADE MARK OF AN AGENCYAPPROVED BYAN ACCREDITATION BODY COMPLIANT WITH DOC PS 20. ALL GRADES SPECIFIED IN THE STRUCTURAL DRAWINGS ARE MINIMUM STANDARDS AND SHALL BE AS FOLLOWS: • STUDS, PLATES, AND BLOCKING HEM -FIR STUD GRADE • JOISTS DOUG-FIR #2 • 4x OR SMALLER BEAMS AND HEADERS DOUG-FIR #2 • 6x OR LARGER BEAMS AND HEADERS DOUG-FIR #1 • POSTS AND TIMBERS DOUG-FIR #2 WOOD FRAMING SHALL BE KILN -DRIED TO A MAXIMUM MOISTURE CONTENT OF 19%. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY, OR EXPOSED TO EARTH OR WEATHER SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA STANDARD U1 AND M4 FOR THE SPECIES, PRODUCT, PRESERVATIVE, AND END USE REQUIRED. GLUED LAMINATED TIMBER SHALL BE MANUFACTURED AND IDENTIFIED IN CONFORMANCE WITH ANSI/AITC A 190.1 AND ASTM D3737. UNLESS OTHERWISE SPECIFIED, ALL GLUED LAMINATED TIMBERS SHALL BE DOUGLAS FIR SPECIES. SINGLE SPAN BEAMS SHALL BE COMBINATION 24F-V4 AND MULTI -SPAN BEAMS OR BEAMS THAT CANTILEVER SHALL BE COMBINATION 24F-V8. ALL EXPOSED GLULAMS SHALL HAVE AN ADDITIONAL TENSION LAMINATION SUBSTITUTED FOR A CORE LAMINATION ON THE TENSION SIDE OF UNBALANCED 24F-V4 BEAMS AND ON BOTH SIDES OF BALANCED 24F-V8 BEAMS. STRUCTURAL WOOD PANEL SHEATHING USED ON WALLS, FLOORS, OR ROOFS SHALL CONFORM TO THEIR SPECIFIC REQUIREMENTS IN DOC PS 1, DOC PS 2, OR ANSI/APA PRP 210. PLYWOOD SHALL BE GRADE C-D WITH EXTERIOR GLUE. REFER TO IBC SECTIONS 2303.1.4, 2304.6, AND 2304.7 FOR ADDITIONAL COMPLIANCE REQUIREMENTS. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE DESIGN TEAM FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES ON SHOP DRAWINGS DO NOT SATISFY THIS REQUIREMENT. REVIEW OF ALTERNATE SYSTEMS MAY BE AN ADDITIONAL SERVICE BY THE ENGINEER. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE DESIGN TEAM. LEGEND DEFINITION SYMBOL DEFINITION SYMBOL DIRECTION OF NATIVE SOIL III=III=III=III= FRAMING EXTENT OF lift GRANULAR FILL FRAMING COLUMNS STRUCTURAL STEEL COLUMN BEARING ON BEAM P RATED SHEATHING G� BEAM CONTINUOUS SHEAR WALL SWX OVER SUPPORT (SEE SCHEDULE) COLUMN MARK G� CONCRETE WALL (SEE SCHEDULE) / BEARING STUD FOOTING MARK O WALL (SEE SCHEDULE) NON -BEARING HOLDOWN MARK STUD WALL (SEE SCHEDULE) NV BEARING STUD HANGER MARK X O SHEAR WALL (SEE SCHEDULE) NON -BEARING FLAG NOTE STUD SHEAR WALL (SEE PLAN NOTES) CMU WALL STEEL MOMENT FRAME CONN. ABBREVIATIONS (A) AB ALT ABOVE ANCHOR BOLT ALTERNATE GLB GLUE -LAMINATED BEAM HORIZ HORIZONTAL KP KING POST ARCH ARCHITECT KSI KIPS PER SQUARE INCH (B) BELOW L ANGLE BD BAR DIAMETER MECH MECHANICAL BLKG BLOCKING MF MOMENT FRAME BM BEAM MTL METAL NS NEAR SIDE OC ON CENTER BOT BOTTOM BRNG BEARING BTWN BETWEEN OPP OPPOSITE CJP COMPLETE JOINT PENETRATION PL PLATE CLR CLEAR PLCS PLACES CMU CONCRETE MASONRY UNIT PSI POUNDS PER SQUARE INCH COL COLUMN PSF POUNDS PER SQUARE FOOT P/T POST TENSIONED PT PRESSURE TREATED CONC CONCRETE CONN CONNECTION CONT CONTINUOUS REINF REINFORCING COORD COORDINATE REQ'D REQUIRED DBL DOUBLE SCHED SCHEDULE DET DETAIL DIAMETER DIMENSION DIRECTION SIM SIMILAR DIA SOG SLAB ON GRADE STD STANDARD STIFF STIFFENER DIM DIR EA EACH STL STEEL ELEV ELEVATION SYMM SYMMETRICAL ES EACH SIDE SW SHEARWALL EX EXISTING EXP EXPANSION FLR FLOOR TOC TOP OF CONCRETE TOS TOW TOP OF STEEL TOP OF WALL FDN FOUNDATION TYP TYPICAL FTG FOOTING UNO UNLESS NOTED OTHERWISE FS FAR SIDE VERT VERTICAL GC GENERAL CONTRACTOR WF WIDE FLANGE Z 4- 14 m A V Lu � N 0 111 cc: Q N OO O O U W O O A pF WASk 40785 SIGNAL 07/28/22 REV. DATE DESCRIPTION 0 07/28/22 PERMIT SUBMITTAL PROJECT NO.: 22040.01 DESIGNED BY: LFM DRAWN BY: LFM CHECKED BY: JMD SHEET TITLE: STRUCTURAL NOTES SHEET NO.: FOUNDATION PLAN NOTES: 1. PLACE ALL REINFORCING STEEL, ANCHOR BOLTS, AND HOLDOWNS PER THE STRUCTURAL NOTES AND SCHEDULES ON THE S 1 SHEETS AND THE FOUNDATION DETAILS ON THE S3 SHEETS. REFER TO THE FRAMING PLANS FOR LOCATION OF SHEAR WALLS. 2. THE CONTRACTOR SHALL VERIFYALL DIMENSIONS, WALL LOCATIONS, UTILITY PLACEMENT, AND CONCRETE ROUGH OPENINGS WITH THE ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION AND NOTIFY ALL PARTIES OF ANY DISCREPANCIES. 3. EXTERIOR FOOTINGS SHALL BEAR ON FIRM NATIVE SOIL OR COMPACTED STRUCTURAL FILL A MINIMUM OF 1 '-6" BELOW GRADE. REFER TO THE STRUCTURAL NOTES FOR ADDITIONAL SUBGRADE PREPARATION REQUIREMENTS AND FOR CONDITIONS REQUIRING STRUCTURAL FILL. 4. SLAB ON GRADE SHALL BE A MINIMUM OF 4" THICK w/ 6x6 - W1.4xW1.4 WELDED WIRE FABRIC REINFORCING. PROVIDE 2" MINIMUM CLEARANCE FROM WWF TO BOTTOM OF SLAB. SLABS SHALL BE PLACED OVER A 10 MIL VAPOR BARRIER ATOP RIGID INSULATION PER ARCH OVER 4" OF SUITABLE DRAINING SUBGRADE MATERIAL. 5. T.O. FTG AND T.O. WALL ELEVATIONS ARE FOR REFERENCE ONLY. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING FINAL FOOTING ELEVATIONS BASED ON FIELD CONDITIONS & FOR COORDINATING TOW & TOF ELEV W/ ARCH DRAWINGS. 6. CONTROL JOINTS ARE REQUIRED IN THE SLAB ON GRADE. REFER TO THE TYPICAL SLAB ON GRADE DETAILS FOR CONSTRUCTION REQUIREMENTS. ALL JOINT LOCATIONS SHALL BE APPROVED BY THE ENGINEER AND ARCHITECT PRIOR TO PLACING CONCRETE. 7. ALL CONTINUOUS FOOTING REINFORCING SHALL BE PLACED THRU SPREAD FOOTINGS IF APPLICABLE. PROVIDE CORNER, HOOKED, OR BENT BARS MATCHING FOOTING REINFORCING AT ALL INTERSECTIONS AND CHANGES IN FOOTING DIRECTION. 8. REFER TO ARCHITECTURAL DRAWINGS FOR VENT LOCATIONS AS APPLICABLE. SHEAR WALL SCHEDULE MIN FRAMING NAILING RIM JOIST SILL PLATE SILL PLATE FND SILL SHEAR TYPE APA-RATED AT ADJOINING AT PANEL OR BLOCK NAILING TO ANCHOR BOLT TO PLATE CAPACITY SHEATHING PANEL EDGES EDGES CONN TO RIM/BLKG SLAB OR SIZE (PLF) TOP PLATE BELOW FOUNDATION SW6 15/32" 2x STUD 0.131 "Q x 2 1/2" LTP4 OR A35 0.131 "O x 3 1/4" 5/8"O AB @a 5'-8" OC OR 2x 242 ONE SIDE AND BLKG Ca-) 6" OC 026" OC Ca 6.5" OC 1/2"O AB 0a 3'-10" OC SW3 15/32" 3x STUD AND 0.131 "Q x 2 1/2" LTP4 OR A35 0.131 'O x 3 1/4" 5/8"O AB C� 3'-0" OC OR 2x 456 ONE SIDES 2x FLAT BLKG Ca) 3" OC [)a 14" OC Cd 3.5" OC 1/2'0 AB Ca-) 2'-0" OC 2S W4 15/32" 2x STUD 0.131 "O x 2 1/2" LTP4 OR A35 0.131 "O x 3 1/4" 5/8"O AB Ca 1 '-11 " OC OR 2x 706 ONE SIDE AND BLKG Cd 4" OC (a 9" OC @a 4.5" OC 1/2'O AB (a 1 '-4" OC NOTES: 1. REFER TO THE SHEAR WALL DETAIL IN THE TYPICAL WOOD FRAMING DETAILS. 2. THE VALUES IN THIS TABLE ARE BASED ON HF GRADE STUDS AND HF GRADE PLATES & RIM/BLOCKING. 3. NAILS AT ADJOINING PANEL EDGES SHALL BE STAGGERED EACH SIDE OF THE COMMON JOINT. 4. INTERMEDIATE FRAMING TO BE WITH 2x MINIMUM MEMBERS. FIELD NAILING 12" OC MAXIMUM. 5. AT ALL SILL PLATE ANCHOR BOLTS IN 2x6 WALLS, INSTALL 3 GA x 3" x 4 1/2" PLATE WASHERS WITH THE EDGE OF PLATE WASHER WITHIN 1/2" OF SHEATHED EDGE. FOR 2x4 STUD WALLS, INSTALL 3 GA. x 3"x 3" PLATE WASHERS. 6. PROVIDE A MINIMUM OF 7" EMBEDMENT FOR AB INTO FOUNDATION OR STEM WALL. FOR POST INSTALLED ABS 6" MIN & USE SIMPSON SET-XP EPDXY OR APPROVED EQUIVALENT. 7. 7/16" SHEATHING MAYBE USED IN PLACE OF 15/32" SHEATHING PROVIDED ALL STUDS ARE SPACED 16" OC OR PANELS ARE APPLIED WITH LONG DIMENSION ACROSS STUDS. HOLDOWN SCHEDULE MIN ANCHOR CAPACITY MARK TYPE CHORD STUD NAILS OR BOLTS BOLT (SEE (LB) SIZE NOTE 2) O1 MST60 (2) 2x (23) 16d EA END - 5,405 O2 HDU5 (2) 2x (14) SDS 1/4"x2 1/2" 5/8"0 4,340 4 HDU8 4x4 DF#2 (20) SDS 1/4"x2 1/2" 7/8"0 6,970 NOTES: 1. REFER TO THE LATEST SIMPSON STRONG -TIE CATALOG FOR ADDITIONAL INSTALLATION REQUIREMENTS. 2. ANCHOR BOLTS SHALL EXTEND INTO FOOTING OR FOUNDATION WALL PER DETAIL 6/S3.1. USE PABX-12 ANCHORS AT INTERIOR FOOTINGS AND PABX-24 ANCHORS EXTENDING THRU THE STEM AT EXTERIOR FOOTINGS. INCREASE FOOTING DEPTHS AS REQUIRED FOR ANCHORAGE. 3. AT ALL HOLDOWN CHORDS, PROVIDE PANEL EDGE NAILING PER SHEAR WALL SCHED. _o Lo L9 T L �r T Lo 1 '-6" x 1 '-6" x 12" DEEP FTG W/ (3) #4 EA WAY BOT — — 5 S3.2 i 2'-0" x 2'-0"x 12" DEEP FTG W/ (3) #4 EA WAY BOT 1 '-6" x 1 '-6" x 12" DEEP FTG W/ (3) F _ #4 EA WAY BOT L 2'-0" x 2'-0"x 12" DEEP FTG W/ (3) tf- #4 EA WAY BOT � X-6"x 1 '-6" x 12" DEEP FTG ALIGNED UNDER STAIR STRINGERS W/#4 Ca 10"OC EA WAYBOT 1 '-6" x 1 '-6" x 12" DEEP FTG W/ (3) #4 EA WAY BOT —/ POST INSTALLED 5/8"0 ANCHOR BOLT EMBEDDED 12" INTO EXIST CONCRETE W/ SIMPSON SET-XP OR APPROVED EQUIVALENT FOUNDATION PLAN SCALE: 3/16" = 1 '-0" 1 ) ( 2 4'-8" 1 12'-81/2" CTFP CT/_ PCR I)CTAIt A/C4 i K, 41 '-11 7/8" 24'-7 3/8" rd P-4 w W W z o W c ;. LJ. J00 A • �� o_ Lij Lu Q vJ LLJ O co W f � cn Lo LLJ cc O O U W O cc CIL O A. OF 1fAS$ os�I �L 5� 1 o1VAL 01128122 REV. DATE DESCRIPTION 0 07128122 PERMIT SUBMITTAL PROJECT NO.: 22040.01 DESIGNED BY.- LFM DRAWN BY. LFM CHECKED BY. JMD SHEET TITLE: FOUNDATION PLAN & SCHEDULES SHEET NO.: S2.1 FLOOR FRAMING PLAN NOTES: 1. REFER TO THE STRUCTURAL NOTES AND SCHEDULES ON THE S1 SHEETS AND TO THE TYPICAL WOOD FRAMING DETAILS ON THE S4 SHEETS FOR FRAMING REQUIREMENTS NOT SPECIFICALLY SHOWN ON THE FLOOR FRAMING PLAN OR IN THESE PLAN NOTES. 2. FLOOR SHEATHING SHALL BE 314" MINIMUM THICKNESS WITH A 40120 SPAN RATING. ATTACH TO FRAMING BELOW WITH 10d NAILS SPACED AT 6" OC AT ALL DIAPHRAGM BOUNDARIES, PANEL EDGES, SHEAR WALLS, AND COLLECTOR ELEMENTS INDICATED ON PLANS. NAILING AT INTERMEDIATE FRAMING SHALL BE 10d NAILS SPACED AT 12" OC. REFER TO TYPICAL FRAMING DETAILS FOR SHEATHING LAYOUT. PROVIDE ADHESIVE ATOP EACH JOIST AS SPECIFIED BY THE ARCHITECT BEFORE INSTALLING SHEATHING. FLOOR SHEATHING IS UNBLOCKED UNO ON PLAN. 3. TYPICAL HEADERS FOR EXTERIOR AND BEARING WALL LOCATIONS SHALL BE 4x8 DF#2 FOR SPANS LESS THAN 4' SUPPORTED BY A MINIMUM OF (1) 2x TRIMMER STUD AND (1) 2x FULL HEIGHT STUD. ALL STUDS SHALL MATCH WIDTH OF WALL FRAMING. 4. WALL STUD FRAMING SHALL BE AS FOLLOWS: • 2x6 HF STUD 16" OC FOR EXTERIOR WALLS AND INTERIOR 6" BEARING WALLS. • 2x4 HF STUD 16" OC FOR INTERIOR 4" BEARING WALLS. • 2x4 OR 2x6 HF STUDS 916" OC FOR INTERIOR NON -BEARING WALLS REFER TO ARCHITECTURAL DRAWING FOR DETERMINATION OF WALL TYPE. ALL SILL AND TOP PLATES SHALL BE HF STUD GRADE UNO. 5. ALL COLUMNS, TRIMMER STUDS, AND BEARING WALLS SHALL BE CONTINUED DOWN TO THE SECOND FLOOR FRAMING UNLESS SUPPORTED BYA BEAM BELOW. SOLID BLOCKING SHALL BE PROVIDED WITHIN JOIST SPACES AT THESE LOCATIONS. PROVIDE (2) STUDS MINIMUM AT FLUSH BEAMS. 6. MULTIPLE PLY BEAMS SHALL BE FASTENED TOGETHER WITH (2) ROWS OF 10D 0 12" OC. PROVIDE 2" MINIMUM EDGE DISTANCE TOP & BOTTOM AND ALTERNATE NAILING ON EACH FACE OF BEAM. 7. PROVIDE CS16 STRAP AT LOCATIONS WHERE COLUMN OR BEAM CUTS DOUBLE TOP PLATE. EXTEND STRAP 12" BEYOND THE CUT EACH DIRECTION WITH (10) 10D EA SIDE. DTT2Z EA SIDE OF DECK. PT 6x6 HF#2 POS' LCE4 CAP & ABL BASE, TYP (2) PLA M CANTILEVERED PT HF#2 9 16" OC W/ — HANG _o Lo L L9 T L T Lo PT 6x6 HF#2 POS' AC6 CAP & ABL BASE, TYP (2) PLA LUS210, CANTILEVEREC 4x 10 h PT 4x4 HFA ABU44Z BASE & L CAP, S`TAITFRA 1ffG TYPICAL DETAIL ON PT 6x 12 HF#2, FOR DROPPED Di BE, MAIN FLOOR FRAMING PLAN SCALE: 3/16" = 1 '-0" 2 K, 41'-11 718" rd iEL HORIZ REINF. TO EXIST T/AGI T—yR — — W W Z W o c �• LJ. J • �� o_ 00 Lij Lu Q LuLLJ � W � fr Z Q ^ vJ O cl A I^ 1\ Lo O �1 cc O O U `W O cc CL O A. OF 1fAS$ 51 ORAL 01128122 REV. DATE DESCRIPTION 0 07128122 PERMIT SUBMITTAL PROJECT NO.: 22040.01 DESIGNED BY: LFM DRAWN BY LFM CHECKED BY JMD SHEET TITLE: MAIN FLOOR FRAMING PLAN SHEET NO.: S2.2 ROOF FRAMING PLAN NOTES: 1. REFER TO THE STRUCTURAL NOTES AND SCHEDULES ON THE S1 SHEETS AND TO THE TYPICAL WOOD FRAMING DETAILS ON THE S4 SHEETS FOR FRAMING REQUIREMENTS NOT SPECIFICALLY SHOWN ON THE ROOF FRAMING PLAN OR IN THESE PLAN NOTES. 2. ROOF SHEATHING SHALL BE 112" MINIMUM WITH A 32116 SPAN RATING. ATTACH TO FRAMING BELOW WITH 8d NAILS SPACED AT 6" OC AT ALL DIAPHRAGM BOUNDARIES, PANEL EDGES, SHEAR WALLS, AND COLLECTOR ELEMENTS INDICATED ON PLANS. NAILING AT INTERMEDIATE FRAMING SHALL BE 8d NAILS SPACED AT 12" OC. REFER TO TYPICAL FRAMING DETAILS FOR SHEATHING LAYOUT. ROOF SHEATHING IS UNBLOCKED UNO ON PLAN. 3. TYPICAL HEADERS FOR EXTERIOR AND BEARING WALL LOCATIONS SHALL BE 4x6 DF#2 FOR SPANS LESS THAN 4' SUPPORTED BY MINIMUM OF (1) 2x CRIPPLE STUD AND (1) 2x FULL HEIGHT STUD. FOR SPANS UP TO 6, USE 4x8 DF#2 SUPPORTED BY (1) CRIPPLE STUDS AND (1) FULL HEIGHT STUD. ALL CRIPPLE AND FULL HEIGHT STUDS SHALL MATCH WIDTH OF WALL FRAMING. 4. WALL STUD FRAMING SHALL BE AS FOLLOWS: • 2x6 HF STUD 16" OC FOR EXTERIOR WALLS AND INTERIOR 6" BEARING WALLS. • 2x4 HF STUD 16" OC FOR INTERIOR 4" BEARING WALLS. • 2x4 OR 2x6 HF STUDS 016" OC FOR INTERIOR NON -BEARING WALLS REFER TO ARCHITECTURAL DRAWINGS FOR DETERMINATION OF WALL TYPE. ALL SILL AND TOP PLATES SHALL BE HF STUD GRADE. 5. ALL COLUMNS, TRIMMER STUDS, AND BEARING WALLS SHALL BE CONTINUED DOWN TO THE FOUNDATION UNLESS SUPPORTED BYA BEAM BELOW. SOLID BLOCKING SHALL BE PROVIDED WITHIN JOIST SPACES AT THESE LOCATIONS. PROVIDE (2) STUDS MINIMUM AT FLUSH BEAMS. 7. ATTACH EACH END OF EVERY ROOF JOIST TO THE EXTERIOR WALL TOP PLATE BELOW WITH A SIMPSON H1 CLIP OR TRUSS SCREW. 8. MULTIPLE PLY BEAMS SHALL BE FASTENED TOGETHER WITH (2) ROWS OF 10d Ca 12" OC. PROVIDE 2" MINIMUM EDGE DISTANCE TOP & BOTTOM AND ALTERNATE NAILING ON EACH FACE OF BEAM. 9. PROVIDE CS16 STRAP AT LOCATIONS WHERE COLUMN OR BEAM CUTS DOUBLE TOP PLATE. EXTEND STRAP 12" BEYOND THE CUT EACH DIRECTION WITH (10) 10d EA SIDE. 10. + + HATCHED AREAS INDICATE OVERFRAMING AT 24" OC PER THE TYPICAL ROOF FRAMING DETAILS. a a a a T a T ROOF FRAMING PLAN SCALE: 3/16" = 1 '-0" m! 2 12'-8 112" K, 41'-11 718" 24'-7 318" rd (2) 2x TRIMMER, (2) 2x FULL HEIGHT HGUS6.88/12 TO HEADER (2) 2x TRIMMER, (2) 2x FULL HEIGHT W W Z W o c �• LJ. J • �� o_ 00 Lij Lu Q I W co W � fr Z Q ^ vJ O cl A I^ 1\ %V'V, O �1 cc O O U `W O cc CL O A. OF 1fAS$ 51 ORAL 01128122 REV. DATE DESCRIPTION 0 07128122 PERMIT SUBMITTAL PROJECT NO.: 22040.01 DESIGNED BY: LFM DRAWN BY LFM CHECKED BY JMD SHEET TITLE: ROOF FRAMING PLAN SHEET NO.: S2.3 CORNER BARS WITH LAP EA. LAP SPLICE ol SIDE MAYBE SUBSTITUTED FOR 90° HOOKED BARS 4�0 • STD 900 HOOK TYP UNO ALTERNATE HOOK FOR SINGLE LAYER • 1 ADD VERT AT WALL END FOR SINGLE LAYER STD 1800 HOOK AT WALL ENDS ADD (2) VERT AT WAi END FOR (2) LAYERS • _ �I I• PLACE VERT REINF OUTSIDE UNO ADDED VERT CORNER, END, AND WALL INTERSECTION BARS SHALL MATCH SIZE OF WALL REINFORCING NOTE: REFER TO STRUCTURAL NOTES, PLANS, AND DETAILS FOR REINF. ALL BARS SHALL BE CONTINUOUS OR SPLICED PER STRUCT. NOTES CORNER BARS TO MATCH SIZE AND SPACING OF HORIZ WALL REINF w U CL Q W U • CIO LAP SPLICE TYPICAL CONCRETE WALL REINFORCING DETAIL SCALE:NTS ADD (1) #5 IN WALL. EXTEND Z-0" BEYOND EA SIDE OF EA STEP k 0 N X-0" MIN D/2 Ilk LAP SPLICE TYP U > BENT Z BARS TO MATCH III —III & LAP FOOTING REINF // 11 UNDISTURBED EARTH OR COMPACTED FILL PER 3" CLR STRUCTURAL NOTES TYP Imi TYPICAL FOOTING STEP SCALE: 1/2" = 1 '-0" FINISHED GRADE OR #4 CONT NOSING BAR PAVING SLOPED AWAY FROM BLDG SLAB ON GRADE AND SUBGRADE PER ARCH PER FOUNDATION PLAN. SLOPE SLAB PER ARCH PLAN x x x x x x —� _ 0 0 0 o00o0 o 'b 0 b o0000 cb #4 0 18" O.C. EXTEND �:r BAR 12" INTO SLAB —III —III —III —I 1I- (2) #4 CONT LINO ON PLANS 1 '-0" MIN BELOW SLAB FOR PORCH OR PATIO APPLICATIONS. EXTEND TO CONT FTG Ca GARAGE DOOR. EXTEND TO FROST DEPTH WHERE REQD BY JURISDICTION. THICKENED SLAB EDGE SCALE: 1 " = 1'-0" IN AREAS WITH EXPOSED CONC FLOORS, EDGE SLAB WITH 1/8" MAX RADIUS AND FILL JOINT WITH SEALANT 5/8"0 x Z-0" SMOOTH SLIP DOWEL BARS AT 12" OC, TYP UNO. GREASE 1/2 OF BAR a x; X CONSTRUCTION JOINT CONC SLAB ON GRADE PER PLAN OR NOTES REINF SHALL NOT PASS THRU JOINT X X — SAWCUT JOINT. IN AREAS WITH CONC SLAB ON GRADE EXPOSED CONC FLOORS FILL JOINT PER PLAN OR NOTES WITH SEALANT. IN LIEU OF SAWCUT JOINTS CONTRACTOR MAY USE PREMOLDED JOINT STRIP. a a X X X X X X 4"0 PERFORATED PVC PIPE WITH PERFORATIONS DOWNWARD AND 6" OF 1 " MINUS GRAVEL ALL AROUND. WRAP IN NON -WOVEN GEOTEXTILE FABRIC. SLOPE TO DRAIN 1/8" PER 1 '-0" MIN. OR PER CIVIL DRAWINGS AS APPLICABLE. NOTE: 1. CONTROL OR CONSTRUCTION JOINTS ARE REQUIRED TO BREAK UP EACH SLAB INTO RECTANGULAR AREAS OF LESS THAN 400 SQUARE FEET. AREAS SHALL BE AS SQUARE AS PRACTICAL WITH NO ACUTE ANGLES. ALL JOINTS SHALL BE APPROVED BY THE ARCHITECT PRIOR TO PLACEMENT. 2. PLACE SLAB ON GRADE ON VAPOR BARRIER OVER SUITABLE COMPACTED SUBGRADE MATERIAL. REFER TO PLAN NOTES. IF BAR REINF USED, PROVIDE CONC SLAB ON GRADE Z' BARS W/ LAP SPLICE PER PER PLAN OR NOTES STRUCTURAL NOTES SLAB STEP PER PLAN _ 1\�_x X. X a X a X11x X ,. a 1 1 CONTROL/CONTRACTION JOINT SLAB STEP TYPICAL SLAB ON GRADE DETAILS SCALE: 1"= 1'-0" o O O o 0 0 0 0° O 0 O o00 � 0 0 00 O ° o0�0 oO o0 0 O 0 00� �O LINE OF MAX EXCAVATION. IF SOIL IS OVER 1 EXCAVATED, REPLACE WITH LEAN MIX CONCRETE. FIRM BEARING SOIL OR COMPACTED STRUCTURAL FILL TYPICAL FOOTING DRAIN SCALE: 1 " = 1'-0" NOTE: WHERE CONCRETE WALL WITH HT > X-0" EXISTS, ROD MAY EXTEND 24"MIN INTO WALL W/ NUT & WASHER AS SHOWN. SSTB ANCHOR BOLTS MAYBE SUBSTITUTED AS ALLOWED IN THE HOLDOWN SCHEDULE. PANEL EDGE NAILING ALONG FULL HT OF HOLDOWN STUDS SHEAR WALL PER PLAN AND SCHED COUNTERSINK ADDI TIONAL END STUD WHERE REQ'D HOLDOWN PER PLAN AND SCHED THREADED ROD AS REQ'D FOR HOLDOWN W/ NUT AND WASHER AT BASE. EXTEND - ROD TO BOT OF FTG, LINO ON HOLDOWN SCHED II TOP OF FTG--,,,I I I I II �I M U ADD (2) #4 x 4' AT TOP OF INTERIOR FOOTINGS AT HOLDOWN LOCATIONS WITHOUT A STEM WALL. REMAINING REINFORCING NOT SHOWN FOR CLARITY. HOEDOWN DETAIL SCALE: 1 " = 1 '-0" TRENCH EXCAVATION PARALLEL TO FTG <'/N SLEEVES TO CLEAR PIPE 1 " W U NO PIPES MIN ALL SIDES W ALLOWED IN co � THIS REGION. LOWER FTGS AS REQ'D TOF � � PIPE ,', BOF 1 2� �• � = M � -III= — — LOWER BOF AS REQ'D co PIPE TRENCH EXCAVATION PARALLEL 6" MIN TO FOOTING IS NOT ALLOWED TYP BELOW THIS LINE. STEP FTG AS REQUIRED FOR THIS CONDITION TYPICAL PIPE PENETRATION AT FOUNDATION/WALLS SCALE: 1/2"= 1'-0" o zZ oW �CL cc 0 HOLDOWN, CHORD, & SCREWS PER SCHED EXIST STEM OR WALL POST -INSTALLED HOEDOWN DETAIL SCALE: 1 " = 1 '-0" z� 1.4 P" ;. I..0 A v, Lu V Q � N UJ uj c ^N z 1 \ O L UJ O O U W O cc CL O A. pF WAS$ ° sst `°L ONAL 01l 28/ 22 REV. DATE DESCRIPTION 0 07128122 PERMIT SUBMITTAL PROJECT NO.: 22040.01 DESIGNED BY: LFM DRAWN BY LFM CHECKED BY JMD SHEET TITLE: FOUNDATION DETAILS SHEET NO.: S3.1 STUD FRAMING PER PLAN OR NOTES. SHEATHING & NAILING, PER SW SCHEDULE PANEL EDGE NAILING PER SW SCHED TYP 0 ALL BOTTOM & SILL PLATES CONT 2x RIM BOARD TO MATCH DEPTH & GRADE OF JOIST PT SILL PL W/ANCHOR BOLT SIZE AND SPACING PER STRUCTURAL NOTES, PLANS, OR SW SCHED zx FINISHED GRADE SLOPED AWAY FROM BLDG PER ARCH i FTG DRAIN PER TYPICAL DETAIL z SILL PLATE NAILING PER SW SCHED FULL DEPTH BLKG AT ALL COLUMNS & HOLDOWN CHORDS 2x PER PLAN TOE NAILED TO SILL PL. FLOOR SHEATHING & NAILING PER PLAN NOTES CL I I I I z� Oil 0 0 w I I SIMPSON A35 EVERY Q ° l OTHER JOIST Q U CC X ° o J w o : cr #4 Ca 12" OC HORIZ Y W/ (2) CONT AT TOW U Lu mw im n 1 F " nr, 1/17RT ° °o O o co O 0 0 ° °0 0 0o o o°oo °00 O °0 ° °0 ° ° ° ° 0 SIZE AND REINF ALT SHOWNOK AS PER PLAN BEARING FOUNDATION AT CRAWLSPACE SCALE: 1"= 1'-0" COLUMN PER PLAN W/ SIMPSON POST BASE WHERE FINISHED SURFACE IS SLAB ON GRADE, USE PPBZ POST BASE W/ 1 " STANDOFF FLUSH WITH TOP OF SLAB 8" MIN SQUARE OR ROUND CONCRETE PLINTH W/ (4) #4 HOOKED VERTICAL BARS & #3 TIES 0 6" OC. REFER TO ARCH DINGS FOR TOP OF CONC ELEV. FINISHED GRADE PER ARCH OR CIVIL DWGS TOP OF PIER FLUSH WITH z6 l l GRADE OR EXTEND 2'-0" g I I MAX ABOVE GRADE. REFER TO ARCH L �_j WCLo • cr Q Lu 8 co U SIZE AND REINF PER PLAN AND SCHE EXTERIOR COLUMN DETAIL SCALE: 1"= 1'-0" i J L r u L 10d Ca 4" OC EA BLOCK (3) 10d END NAILS EA END EA BLOCK. PROVIDE WEB STIFFENER 0 I -JOIST CONT 2x RIM BOARD TO MATCH DEPTH & GRADE OF JOIST FRAMING I I I I oil o\ \_ w z Q I LSL OR LVL BLKG 0 4'-0" X cc NMAX SPACING U Ow SIMPSON A35 EACH o Lu o BLOCK � Jiz - i U Lu NOTE: m w REFER TO BEARING FOUNDATION AT CRAWLSPACE z DETAIL FOR INFORMATION NOT O 00°° O° O z; ° SPECIFICALLY CALLED OUT. 0 000O 0o a 0 o O I I 1=1 °° o I I'll 00 ° ° °O • a O O 00 ° °O a -� NON -BEARING FOUNDATION AT CRAWLSPACE SCALE. 1 " = 1 '-0" 2x BLKG BETWEEN JOISTS. PROVIDE 10d 0 6" OC THRU FLOOR SHEATHING REPLACE EXISTING JOISTS PER PLAN EXIST PT SILL PLATE 2x JOISTS PER PLAN. FLOOR SHEATHING & NAILING PER PLAN NOTES STUD FRAMING PER PLAN OR 1 " AIR GAP BTWN WOOD & NOTES. SHEATHING & NAILING CMU ELSE PROVIDE PT PER SW SCHEDULE. REFER FRAMING TO TYPICAL WOOD DETAILS FOR INFORMATION NOT EXIST CMU WALL TO SPECIFIED � REMAIN PT SILL PL W/ ANCHOR BOLT SIZE AND SPACING PER STRUCTURAL NOTES, PLANS, OR SW SCHED EXISTING SLAB, STEM WALL, AND FOOTING TO REMAIN X a.d 111-111-111-111-115 a I I=1 I I=1 ° 111=1 11=1 IMII A. NEW SLAB ON GRADE =lI Ill -III=l WITH THICKENED EDGE PER DETAIL 7/S3.1 1 SECTION SCALE: 1 " = 1 '-0" WALL FRAMING, SHEATHING, SILL PLATE, AND ANCHOR BOLTS PER STRUCTURAL NOTES, PLANS, AND SCHEDULES FINISHED GRADE SLOPED AWAY FROM BLDG PER ARCH Z 7 �3 k d I �r c N IlI �O On 0— PROVIDE BLOCK OUT AT DOOR OPENINGS WHERE READ. SLAB ON GRADE AND SUBGRADE PER FOUNDATION PLAN (o o z #4 01'2" OC HOR IZ W/ (2) E) OOOO O0 CONTATTOW ° o oO ° O ° °° #4 �18" OC VERT O0 °O 00 °0 °O oo °°eOo m FOOTING DRAIN / 8„ `' (j PER TYP DETAIL / SIZE & REINF>\-ALTHOOKAS PER PLAN & SCHE6 SHOWN TYPICAL STEM WALL DETAIL SCALE: 1 " = 1 '-0" SILL PLATE NAILING PER SW SCHED PANEL EDGE NAILING PER SW SCHED TYP Ca SILL & DBL TOP PLATES CONT 2x RIM BOARD TO MATCH DEPTH OF JOIST SILL PLATE NAILING INTO BLKG PER SW SCHED STUD FRAMING PER PLAN OR NOTES. SHEATHING & NAILING, PER SW SCHEDULE PT SILL PL W/ ANCHOR BOLT SIZE AND SPACING PER STRUCTURAL NOTES, PLANS, OR SW SCHED 6 N I FINISHED GRADE �- SLOPED AWAY FROM BLDG PER ARCH �z N Q w O 00°° 0.0 °O 000 00 a O ° o ° O ° °�°° 00 ° ° 0 0000� °0 ° 8" SIZE AND REINF 01 R PLAN AND SCI- FULL DEPTH BLKG AT ALL COLUMNS & HOLDOWN CHORDS 2x JOIST PER PLAN. FLOOR SHEATHING & NAILING PER PLAN NOTES 2x4 BLKG OR FRAMING CLIP W/ SPACING PER SW SCHED #4 (P 16" OC VERT #4 Ca 12" OC HORIZ W/ (2) CONT AT TOW. (2) #4 CONT BOT. il; ' z w�Q Lu DOWELS TO MATCH & LAP VERT BARS. EXTEND TO EDGE OF FTG. BEARING FOUNDATION AT PONY WALL SCALE: 1"= 1'-0" 10d 0 6" OC 2x BLKG TO MATCH DEPTH OF JOIST FRAMING. TOE NAIL TO BEAM 6" OC JOIST PER PLAN LAPPED AT BEAM. FLOOR SHEATHING & NAILING PER PLAN NOTES. BEAM PER PLAN COLUMN PER PLAN W/ SIMPSON ABU SERIES POST BASE AND AC SERIES POST CAP II II II II' �� ° l� ° Lu ° CL Q_ m cc co J U SIZE AND REINF PER PLAN AND SCHED INTERIOR FOOTING AT CRAWLSPACE SCALE. 1"= 1'0" CONT 2x RIM BOARD TO MATCH DEPTH OF JOIST FRAMING Z (7 O z N w m o 000°0°O °0 0000 0 O°OO 000 0 ° °�°° 00 ° ° O o °° 00 ° i )d 4" OC EA BLOCK 0.131 "O END NAILS EA ND EA BLOCK. _x BLKG W/ SIMPSON A35 @a 4'-0" MAX SPACING NOTE: o REFER TO BEARING FOUNDATION AT PONY WALL SECTION THIS SHEET FOR INFORMATION NOT SPECIFICALLY CALLED OUT. 4" 4" 0 NON -BEARING FOUNDATION AT PONY WALL SCALE. 1 " = 1 '-0" �z Z N W W Z o W i c '• W �, A 3 3 uj V Lu Q 17) N 0 W � Z (j) `1J � Q Lo O O W O m m O A. pF WAs� Os` LSti�� SIONAL 07128122 REV. DATE DESCRIPTION 0 07128122 PERMIT SUBMITTAL PROJECT NO.: 22040.01 DESIGNED BY: LFM DRAWN BY: LFM CHECKED BY: JMD SHEET TITLE. FOUNDATION DETAILS SHEET NO.: S3.2 HEADER WITH CRIPPLE STUDS PER PLAN (WHERE APPLICABLE) FULL -HEIGHT HOLDOWN CHORD PER SCHEDULE. PROVIDE PANEL EDGE NAILING. PT SILL PLATE W/ ANCHOR BOLTS PER SHEAR WALL SCHEDULE. PROVIDE SIMPSON BP PL WASHERS WITHIN 1/2" OF SHEATHING. PROVIDE PANEL EDGE NAILING INTO SILL PL. CONCRETE STEM OR FTG NOTES.- 1. REFER TO STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. ------------------------------------ --------Fl ------n-------n-------n-------ri----- I.I I•I I'I I'I I'I I I II II II II II II II II II II II II II II II II II STAGGER NAILS ON EA I I I I I I I I SIDE OF PANEL JOINT I I I I I I I I I'I I'I I'I I•I I WHERE REQUIRED ON I SHEAR WALL SCHED I I I I I I I I I I FRAMING AT ADJOINING PANEL EDGES PER I I I•I I.I 41 �I I• I•I SHEAR WALL SCHED I•I / II II I I II ii ii 11 TTT 'i it II II I.I I I j• �I I.I I I I.I I.I I.I II II I I II I'I II II II --� _ �J L ---- I I I I . •F- ;-- ;-� F•---•-- I I I • -� r------- -- II II j •I II � II II I. I I I, I I.I I I ICI ICI II II I I II I'I II II II II I .I II II II II II II I� I II II II II II II I I II II II II II II I .I II II II II I• I.I I, I I.I I I ICI ICI II II I I II I'I II II II II I .I II II II II II II I� I II II II II II II I I II II II II II I .I II II II II I.I I, I I.I I I ICI ICI II I I II I'I II II II I .I II II II II € II I� I II II II II II I I II II II II € II I .I II II II II 1.1 II I I II I'I II II _1L______-LL-______-L III AB SIZE AND SPACING PER PLAN AND SHEAR WALL SCHEDULE, TYP TYPICAL SHEAR WALL DETAIL SCALE: 3/4" = P-0" PANEL EDGE NAILING PER SHEAR WALL SCHEDULE NAILING PER BUILT-UP STUD DETAIL WALL FRAMING, SHEATHING, AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP PANEL EDGE NAILING PER SW SCHEDULE II II I II II II II II II II II II 1L-_ _1L----- _1 II II If RIM BOARD OR BLOCKING i �l PANEL EDGE NAILING PER SHEAR WALL SCHEDULE NAILING PER BUILT-UP STUD DETAIL WALL FRAMING, SHEATHING, AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP A. CORNER INTERSECTION B. 'T' INTERSECTION TYPICAL SHEAR WALL INTERSECTION DETAIL SCALE: 1 " = 1 '-0" BEAM PE AND SCF SIMPSON LTP4 EACH SIDE O COL PER P Sl./I•II_VV�I_ BEAM WIDTH, UNO PANEL EDGE NAILING PER SHEAR WALL SCHEDULE. PROVIDE EDGE NAILING 0 HOLDOWN CHORDS SHEATHING PER SHEAR WALL SCHEDULE W/ FIELD NAILING 0 12" OC HOLDOWN CHORD PER SCHEDULE. REFER TO TYPICAL BUILT-UP COLUMN DETAIL ADDITIONAL END STUD IF REQUIRED TO PROVIDE COUNTERSINK FOR HOLDOWN BOLTS NOTES: 1. PANELS SHALL BE 4' x 8' EXCEPT AT BOUNDARIES AND CHANGES IN FRAMING WHERE THE MINIMUM PANEL DIMENSION SHALL BE 24". 2. FASTENER PATTERN SHALL BE PER PLAN AND NOTES. MINIMUM SPACING IS 6" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE FRAMING, UNO. FRAMING AND SPACING PER PLAN (SHEATHING NOT SHOWN FOR CLARITYAT FRAMING) CONT PANEL EDGES. PROVIDE 2x OR 3x BLKG TIGHT TO FRAMING WHEN SPECIFIED. 4' x 8' SHEATHING PANEL, TYP. STAGGER PANELS 4' PERP. TO FRAMING TYPICAL FLOOR/ ROOF SHEATHING DETAIL HOLDOWN ANCHOR PER L % SCALE: NTS SCHEDULE �l SIMPSON CNW COUPLER NUT W/ SIZE TO MATCH HOLDOWN ANCHORAGE PROVIDE SOLID BLKG 0.131 "0 x 3" NAILS Cd 12" OC EQUAL TO WIDTH OF 2 1/4" END STAGGERED FACE NAILING TYPICAL HOLDOWN CHORD ABOVE DISTANCE, TYP FULL LENGTH OF DBL TOP PLATE TOP CHORD 3" OC SPLICE SPACING PARALLEL TO STUD WALL BOTTOM (2) ROWS OF (6) 0.131 "0 x 3" NAILS CHORD t7a 3" OC EA SIDE OF SPLICE SPLICE CONC STEM PROVIDE CONT TOP PLATES WALL & FTG I WHERE LENGTH IS 12' OR LESS 6'-0" MIN BETWEEN SPLICES. SPLICES OCCUR AT c OF VERT STUDS ol JOIST FRAMING nrn PLAN & SCHED( STUD WALL FRAMING PER PLAN & NOTES COL P TYPICAL FLUSH BEAM SUPPORT DETAILS SCALE: 1 " = 1 '-0" TYPICAL TOP PLATE SPLICE DETAIL SCALE: 1 " = 1 '-0" BEAM WIDTH, UNO PERPENDICULAR TO STUD WALL O �- W U Nz M ADJACENT NAILS IN A ROW ARE TO BE DRIVEN FROM OPPOSITE SIDES, TYP (3) STUDS MAX TO BE USED FOR BUILT-UP COLUMNS UNO ON PLANS 8" OC MAX SPACING BETWEEN ADJACENT NAILS IN A ROW STAGGER NAILS EA SIDE OF STUD WITH 1 1/2" EDGE DISTANCE. PROVIDE 0.148" x 3" NAILS FOR (2) STUDS & 0.207" x 4 1/2" NAILS FOR (3) STUDS. PROVIDE (1) ROW OF STAGGERED NAILING FOR 2x4 STUDS. PROVIDE (2) ROWS FOR 2x6 STUDS. TYPICAL BUILT-UP STUD COLUMN DETAIL SCALE: 1"= V-0" SIMPSON A35 AT EXT WALLS WITH SPANS GREATER THAN 6' (6) 0.131 "O x 3" NAILS EA END TYPICAL WALL STUDS PER PLAN OR NOTES TYP BUILT-UP STUD NAILING (1) FULL HT STUD UNO ON PLANS OR COL/HOLDOWN SCHEDULES TYPICAL HEADER DETAIL SCALE: 1 "= P-0" LENGTH OF NOTCH SHALL ~ m NOT EXCEED 1/3RD THE O JOIST DEPTH u O T PRE -DRILL HOLE AT CORNERS OF NOTCHES. DO NOT OVERCUT NOTCH AT END OF JOISTS SHALL NOT EXCEED 1/4 THE JOIST DEPTH. DO NOT NOTCH WHERE PRACTICABLE. X MAX HOLE O SHALL NOT EXCEED 40 % THE STUD DEPTH (I.E. 2 1/4" FOR 2x6, 1 1/4" FOR 2x4). MINIMIZE HOLE DIAMETER WHERE POSSIBLE. X W Vx NOTCH DEP OR HOLE O 1/4 OF STUD WIDTH MAX z_ N T 5/8" MIN CLR 1-O EDGE DBL TOP PLATE PER TYP DETAIL BEAM/HDR PER PLAN AND NOTES JACK STUDS PER PLAN, MAX HOLE 0 SHALL NOT EXCEED 1/3 THE JOIST DEPTH (I. E. 3" FOR 2x 10, 3.75" FOR 2x 12). MINIMIZE HOLE DIAMETER WHERE POSSIBLE. ~O mm U �s ?O N 2x JOISTS PER PLAN OR SCHEDULE. REFER TO MFR RECOMMENDATIONS FOR I -JOIST HOLES AND NOTCHES. NOTE: 1. NOTCHES ARE NOT PERMITTED IN THE MIDDLE 1/3 OF THE JOIST SPAN. 2. NOTCHES ARE NOT PERMITTED ON THE BOTTOM (TENSION FACE) OF JOISTS WHERE THE WIDTH IS 4x OR GREATER. ALLOWABLE HOLES & NOTCHES SCALE: 1 " = 1 '-0" Z 1�1 W W Z W o a) a) c �. I..0 a 3 3 uj V W vJ o co IW � Z (f) N � mLo � cc O O U W O cz CL O� A' pF SPA SQ' 40785 L ONAL 071 28/ 22 REV. DATE DESCRIPTION 0 07128122 PERMIT SUBMITTAL PROJECT NO.: 22040.01 DESIGNED BY: LFM DRAWN BY. LFM CHECKED BY: JMD SHEET TITLE: WOOD FRAMING DETAILS SHEET NO.: S4.1 DIAPHRAGM BOUNDARY NAILING PER PLAN NOTES. PROVIDE 8d 06" OC MIN. CONTINUOUS 2x RIM RIPPED TO MATCH SLOPE OF ROOF SILL PLATE NAILING PER SW SCHED PANEL EDGE NAILING PER SW SCHED TYP AT DBL TOP PLATE STUD FRAMING PER PLAN OR NOTES. SHEATHING & NAILING PER SW SCHED 2x4 BLKG W/ SILL PLATE NAILING OR FRAMING CLIP PER SW SCHED ROOF JOISTS PER PLAN. ROOF SHEATHING & NAILING PER PLAN NOTES SIMPSON H1 OR SDWC SCREW PER PLAN NOTES. PROVIDE 3" MIN PENETRATION INTO RAFTERS. RAFTER BEARING WALL DETAIL SCALE:1"= 1'-0" 8d C 4" OC EACH BLOCK JOISTS PER PLAN, TYP PANEL EDGE NAILING PER SW SCHED TYP @a SILL & DBL TOP PLATE STUD FRAMING PER PLAN OR NOTES. SHEATHING & NAILING PER SW SCHED DIAPHRAGM BOUNDARY NAILING PER PLAN NOTES. PROVIDE 8d 0 6" OC MIN. r � OVERFRAMING PER TYP DETAIL SILL PLATE NAILING PER SW SCHED FULL DEPTH BLKG AT ALL COLUMNS & HOLDOWN CHORDS 2x BLOCKING @a 4' OC W/ (3) 8d NAILS EA END I I I I 2x4 BLKG OR FRAMING CLIP W/ SPACING PER SW SCHED ROOF STEP SECTION SCALE: 1 "= 1'-0" NOTE: REFER TO INTERIOR BEARING ON BOTH SIDES WALL DETAIL & INTERIOR NON -BEARING WALL DETAILS FOR INFORMATION NOT SPECIFICALLY CALLED OUT. CON 2x BLKG JOISTS PER PLAN AND SCHED WITH (3) 8d TOE NAILS TO TOP PL, TYP. PROVIDE FULL BRNG ON WALL UNO INTERIOR BEARING ON ONE SIDE ONLY 10d NAILS 0 4" OC (3)0.131"0x3" NAILS EACH END 2x BLOCKING 4'-0" OC MAX INTERIOR BEARING WALL DETAIL SCALE: 1 " = 1 '-0" NOTE: REFER TO EXTERIOR BEARING WALL DETAIL FOR INFORMATION NOT SPECIFICALLY CALLED OUT. CONT RIM OVER WALL SILL PLATE NAILING PER SW SCHED PANEL EDGE NAILING PER SW SCHED TYP AT DBL TOP PLATE DIAPRAGM BOUNDARY NAILING PER PLAN NOTES. PROVIDE 8d 0 6" OC MIN. 8d Caj 4" OC EACH BLOCK 2x BLOCKING 0 4' 0" OC MAX W/ (3) 8d NAILS EACH END FULL HEIGHT GABLE STUD FRAMING PER PLAN OR NOTES. SHEATHING & NAILING PER SW SCHED. RAFTER NON -BEARING WALL DETAIL SCALE: 1 " = 1 '-0" STUD FRAMING PER PLAN OR NOTES. SHEATHING & NAILING PER SW SCHED PANEL EDGE NAILING PER SW SCHED TYP @a SILL & DBL TOP PLATE BREAK SHEATHING AT PLATE CONTINUOUS 2x RIM BREAK SHEATHING AT PLATE SILL PLATE NAILING PER SW SCHED NOTES 1. CONTRACTOR MAY SPLICE WALL SHEATHING AT RIM CENTERLINE AS ANAL TERNA TE DETAIL TO BLKG OR CLIPS AT TOP PLATE. 2. NON -SHEAR WALL NAILING SHALL BE PER IBC TABLE 2304.9 SECTION SCALE. 1 " = 1 ' 0" SILL PLATE NAILING PER SW SCHED FULL DEPTH BLKG AT ALL COLUMNS & HOLDOWN CHORDS " -HRAGM BOUNDARY ING PER PLAN NOTES F JOISTS PER PLAN. F SHEATHING & ING PER PLAN NOTES _KG BEAM, TYP ACH JOIST TO BEAM VI ABOVE W/ SER PER PLAN —DER OR BEAM BELOW PER PLAN NOTE: REFER TO EXTERIOR BEARING WALL DETAIL FOR INFORMATION NOT SPECIFICALLY CALLED OUT. 10d NAILS 4" OC 2x4 RAFTERS 0 24" OC 2x4 VERT ALIGNED W/ EACH JOIST OR TRUSS 2x CONT 0 RIDGE BELOW. RIP BOT OF STUD TO MATCH ROOF SLOPE I I I ADD 2x4 DIAGONAL BRACE ( 8'-0" OC w/ (3) 16d EA END 10d 0 6" OC, TYP FRAMING PER PLAN. ROOF 2x4 CONTINOUS SHEATHING & NAILING PER NAILER @a 24" OC PLAN NOTES. W/ (2) 16d INTO EA JOIST OR TRUSS ROOF OVERFRAMING DETAIL 4 SCALE:1"= 1'-0" STUD FRAMING PER PLAN OR NOTES. SHEATHING & NAILING PER SW SCHED PANEL EDGE NAILING PER SW SCHED TYP SILL & DBL TOP PLATE 2x BLKG I I I I I fillI CONT 2x RIM i I I I I I I \ L/ JOISTS PER PLAN AND SCHED WITH (3) 8d TOE NAILS TO TOP PL, TYP. FLOOR SHEATHING & NAILING PER PLAN NOTES 2x4 BLKG OR FRAMING CLIP W/ SPACING PER SW SCHED EXTERIOR BEARING WALL DETAIL SCALE: 1 " = 1 '-0" -RIOR BEARING DR INFORMATION ILLY CALLED OUT. 10d NAILS 9 4" OC 3)0.131"0x3" (AILS EACH END x BLOCKING 0 4'-0" )C MAX INTERIOR NON -BEARING WALL DETAIL SCALE: 1 " = 1 '-0" PT 2x LEDGER TO MATCH DECK JOIST DEPTH (2x8 MIN). PROVIDE 4" LEDGERLOK 0a 6" OC FOR JOIST SPANS UP TO 8'-0" & @a 4" OC FOR JOIST SPANS UP TO 12'-0". STAGGER SCREWS TOP & BOT W/ 1 314" MIN EDGE DISTANCE PT 2x DECK JOISTS W/ SLOPE CUT PER PLAN AND SCHED. NOTES 1. REFER TO TYPICAL STUD WALL DETAILS FOR INFORMATION NOT SPECIFICALLY CALLED OUT. 2. REFER TO ARCH DWGS FOR FLASHING, DECK SURFACE, ETC. (3) 0.131"0x3" NAILS EACH END 2x BLOCKING 0 4'-0" OC MAX EXTERIOR NON -BEARING WALL DETAIL SCALE:1"= 1'-0" DECK LEDGER DETAIL SCALE: 1 " = 1 '-0" CONTINUOUS 2x RIM STUD WALL OR STEM WALL BELOW AS APPLICABLE LEDGER AND ATTACHMENT PER TYPICAL LEDGER DETAIL TENSION DEVICE PER PLAN SILL PLATE NAILING PER SW SCHED FULL DEPTH BLKG AT ALL COLUMNS & HOLDOWN CHORDS SILL PLATE NAILING PER SW L JOISTS PER PLAN AND SCHED SCHED WITH (3) 8d TOE NAILS TO TOP PL, TYP. LAP JOISTS FOR FULL BRNG ON WALL. 2x4 BLOCKING OR FRAMING CLIP W/ SPACING PER SW SCHED INTERIOR BEARING ON BOTH SIDES PT 2x DECK JOISTS W/ SLOPE CUT PER PLAN AND SCHED. NOTES 1. REFER TO TYPICAL STUD WALL DETAILS FOR INFORMATION NOT SPECIFICALLY CALLED OUT. 2. REFER TO ARCH DWGS FOR FLASHING, DECK SURFACE, ETC. INTERIOR BEARING WALL DETAIL SCALE: 1 " = 1 '-0" CONTINUOUS 2x RIM 112"0 THREADED ROD, MAY BE SLOPED UP TO 1:12 AWAY FROM BUILDING DECK TENSION TIE DETAIL SCALE: 1 " = 1 '-0" '` a) 3 A Q) a uj V uj � N uj CC W Z uj O O U W O CL O A' pF WAg� 0 cn L51�ti �SIONAL 07128122 REV. DATE DESCRIPTION 0 07128122 PERMIT SUBMITTAL PROJECT NO.: 22040.01 DESIGNED BY: LFM DRAWN BY: LFM CHECKED BY: JMD SHEET TITLE: WOOD FRAMING DETAILS SHEET NO.: S4.2 NOTE: 1. REFER TO ARCH D WGS & IBC FOR DIMENSIONAL TOLERANCES OF STAIRS & LANDINGS. 2. PROVIDE GUARD AND HANDRAILS AS REQUIRED PER IBC. TREAD & RISER PER ARCH. USE 2x12 NOTCHED STRINGER 1 1/8" PLYWOOD TREAD UNO. 0 16" OC MAX SPACING FRAMING PER PLAN TREADS PER ARCH. 2x BLKG TIGHT TO STRINGERS 2x12 NOTCHED STRINGER USE 1 1/8" PLYWOOD • TREAD UNO. PT 2x THRUST PLATE TIGHT 2x12 NOTCHED STRINGER w/2x6 TO STRINGERS. PROVIDE (2) HILT/ X-DNI FASTENERS ° REINFORCEMENT ° EA BLOCK w/2" MIN EMBED INTO FTG. DO NOT OVERCUT TREAD OR RISER NOTCHES e 4 2x6 SISTERED TO SIDE OF2x12 W/ 2x BLKG C EA STRINGER AT LANDINGS. ADD (3) 10d a �o a 00 o� ROWS lOd NAILS 16" OC MAX o0 TOO STAGGERED �a 6" OC AS SHOWN STAGGERED S • ° NAILS EA SIDE UNO ON PLANS a OR • • a SIMPSON LSSU210-2 EA STRINGER 2x6 SISTERED TO 2x12 FTG PER PLAN TYP EA SIDE OF MID -SPAN BEAM PER STAIR SECTIONS WHERE APPLICABLE Z cc STRINGER BEAM OR LANDING STRINGER SECTION U STRINGER LOWER LANDING TYPICAL STAIR DETAILS 1 " SCALE: 1 = 1'-0" NOTE: 1. POSTS MAYBE INSTALLED ON EITHER SIDE OF RIM. 2. REFER TO TYPICAL GUARD ELEVATION FOR ADDITIONAL INFORMATION NOT SPECIFICALLY CALLED OUT. 3. REFER TO BOTH PARALLEL & PERPENDICULAR CONDITIONS FOR INFORMATION. 4x4 GUARD POST PER TYPICAL GUARD ELEVATION. DO NOT NOTCH. RIM JOIST PER FRAMING PLAN DECK FRAMING PER PLAN ? ? 1800 LB TENSION Q STRAP EA SIDE OF cV BLKG Lo N cV 2x BLKG C) EA POST. ADD (3) 10d RING SHANK NAILS EA SIDE POST Ca RIM PARALLEL TO JOIST TYPICAL GUARD SECTIONS SCALE: 1 " = 1'-0" CENTER STRAP AT EDGE OF WALL RIM, JOIST, OR ALIGNED BEAM PER PLAN 0 0 FLOOR SHEATHING PER PLAN NOTES WITH BOUNDARY NAILING FULL LENGTH OF SHEAR WALL & DRAG STRUT DRAG STRUT BEAM PER PLAN 0 0 0 DRAG STRUT STRAP PER PLAN. FILL ALL NAIL HOLES UNO. ALTERNATE LOCATION FOR STRAP IS BOT OF DRAG STRUT TO TOP PLATE OF SHEAR WALL. STUD FRAMING PER PLAN OR NOTES. SHEATHING & NAILING PER SW SCHED TYPICAL DRAG STRUT DETAIL SCALE: 1 " = 1 '-0" EDGE BEAM PER FRAMING PLAN DECK FRAMING PER PLAN 1800 LB TENSION STRAP 0 JOIST, IF POST BTWN JOISTS, PROVIDE (1) STRAP 0 EA ADJACENT JOIST POST 0 RIM PERPENDICULAR TO JOIST (2) 1 /2 "Pl w/ WASHL.. .. . TYPICAL GUARD ELEVATION SCALE: 1 " = 1 '-0" HOLDOWN, FASTENERS, & CHORD PER v SHEAR WALL W/ SHEATHING PLAN & SCHED. CENTER HOLDOWN SO NOT SHOWN FOR CLARITY. AN EQUAL NUMBER OF NAILS ARE DRIVEN INTO STUDS & BEAM. HEADER PER PLAN. REFER TO TYPICAL HEADER DETAIL FOR FILL JOIST SPACE WITH BLKG TO • I ' ADDITIONAL INFORMATION MATCH TOTAL WIDTH OF STUD •�. NOT CALLED OUT. COLUMN ABOVE • 1 0 I 1 HOLDOWN AT BEAM END CENTERED 9 BOT OF 1 BEAM. IF STRAP IS TOO LONG TO BE CENTERED, I• I . PLACE TOP OF STRAP AT TOP OF BEAM. I• JACK STUDS EQUAL TO HOLDOWN CHORD ABOVE, 1 ' (2) STUDS MIN. REFER TO TYPICAL BUILT UP STUD COLUMN DETAIL FOR FASTENING REQUIREMENTS BETWEEN JACK & FULL HEIGHT STUDS HOLDOWN TO BEAM & COLUMN DETAIL SCALE: 1 " = 1'-0" HOLDOWN & FASTENERS PER PLAN & SCHED FILL JOIST SPACE WITH BLKG TO MATCH TOTAL WIDTH OF STUD COLUMN ABOVE FLOOR FRAMING PER PLAN ADDITIONAL TRIMMER STUD WHERE READ AT FACE OF OPENING FULL HEIGHT CHORD PER HOLDOWN SCHED. SISTER TOGETHER PER TYP BUILT-UP STUD DETAIL HOLDOWN & FASTENERS PER PLAN & SCHED FILL JOIST SPACE WITH BLKG TO MATCH TOTAL WIDTH OF STUD COLUMN ABOVE FLOOR FRAMING PER PLAN ADDITIONAL TRIMMER STUD WHERE READ AT FACE OF OPENING FULL HEIGHT CHORD PER HOLDOWN SCHED. SISTER TOGETHER PER TYP BUILT-UP STUD DETAIL FLOOR TO FLOOR HOLDOWN DETAILS SCALE: 1 " = 1 '-0" 2x6 TOP RAIL. ATTACH TO EA POST w/ (3) #12 x 3" SCREWS OR (3) 16d RING SHANK NAILS 2x4 TOP & BOT. ATTACH TO POST w/ (2) 8d RING SHANK NAILS OR (2) #8 x 2 1/2" OR LONGER SCREWS NOTE. REFER TO TYPICAL GUARD SECTIONS FOR INFORMATION NOT CALLED OUT. 2x2 BALUSTER TYP 4x4 POST, TYP. DO NOT NOTCH CEDAR DECKING UNO BY OWNER RIM JOIST PER FRAMING PLAN " W N LLJ Z o LLJ �i A uj V uj � N uj Q) ca CC LW G) cc Q r[Z^ vJ v, Q Z 7 ::� c uj O O U W 7 O cc CL 04 A. ,F WASIt 40785 sIONAL 0Il 28/ 22 REV. DATE DESCRIPTION 0 07128122 PERMIT SUBMITTAL PROJECT NO.. 22040.01 DESIGNED BY LFM DRAWN BY LFM CHECKED BY: JMD SHEET TITLE. - WOOD FRAMING DETAILS SHEET NO.: S4.3