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APPROVED BLD-RESUB2 BLD2022-1367+Architectural_Plan+1.6.2023_9.18.27_PM+3303021PROJECT INFORMATION VICINITY MAP Foini-Norm Lynnwood LEGAL DESCRIPTION EAST EDMONDS ACRES DIV 2 BILK 000 D-03 LOT 1 OF CITY OF ED SP ivleaacv-:•�a;e Beach Park Ls25) S-18-91 REC AF NO 9201170132& SURV REC BOOK 37 OF SURV PG 138 AF NO 9203125002 BEING A PTN OF LOT 6 EXST PLAT Meauc... ayflelds� Stamm PARCEL # 00431200000603 Overlook Park Cosico Wholesale ZONING: RS-8 :i �24 Lynnvvaod (524 20224 s3rd Ave W,:1. V- BUILDING CODE: IRC 2018 THE BOWL Edmonds, WA 98026 OF FDMONDS Edmonds Aid Marlh_a YEAR BUILT: 1951 Beach Park WinCo Foods JURISDICTION: EDMONDS Woodway Esperance ' 4 Mountlake Terrace PRESENT USE: SINGLE FAMILY ;•i Brier N PROJECT ADDRESS 20224 83RD AVE W, EDMONDS, WA 98026-6728 LOCATION MAP OWNER INFORMATION Steven Tenure and Jamie Kahn Mailing Address: 20224 83rd Ave W, Edmonds WA 98026 20206 82.0.5 Phone: 978 407 8012 /443 326 3509 20205 Email: Stenure133@gmail.com/Jlkahn3@gmail.com 2o? ARCHITECT 5FT2 STUDIO ARCHITECTS 20207 info@5ft2studio.com 425.287.1567 o 20209 20226 tool \l co CP - r 20 9 GENERAL CONTRACTOR NW Finishing & General Construction Ruvim Yefimchuk MR Ivan Turchik M Phone 2537975834 Email ruvimyy(@nwfinishing.com, Info Co)nwfinishing.com Lic NWFINFG937QE 83 3 °Q 00 237 830 �^ - 8j STRUCTURAL ENGINEER Chris Bernards, PE, SE, LEED, AP Principal Sideway Engineering � Mobile: (425)673-4160 Chi rsb@sideswayengineering.Com 5 b rn rn rn l °° 00 - WORK DESCRIPTION ADOPTED CODE To reconfigure part of the main level and extend to the West of the yard. The main level new layout shall consist of programs as below 1. BUILDING: 2018 INTERNATIONAL RESIDENTIAL CODE W/ WASHINGTON 2. ENERGY: 2018 WASHINGTON STATE ENERGY CODE, RESIDENTIAL PROVISIONS a. 2 standard bedrooms with 1 shared bathroom. 3. PLUMBING: 2018 UNIFORM PLUMBING CODE (UPC) W/ WASHINGTON STATE AMENDMENT, b. 1 en -suite master bedroom. ALL PLUMBING WORK SHALL BE DONE BY LICENSE CONSTRUCTOR UNDER SEPARATE PERMIT. C. Large dining and family room 4. ELECTRICAL: NATIONAL ELECTRICAL CODE (NEC) / WASHINGTON CITIES ELECTRICAL CODE d. Laundry room/space at upstairs. (WCEC), ALL ELECTRICAL WORK SHALL BE DONE BY LICENSE CONSTRUCTOR UNDER SEPARATE e. The current living and kitchen area' s roof will be structurally redesign to become PERMIT. a vaulted ceiling. Spaces configuration remain the same 5. MECHANICAL: 2018 INTERNATIONAL MECHANICAL CODE 00 CD c'7 N O N Install per manufacturers specifications. Have all manufacturer documentation on site. APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES City Of Edmonds Building Department Work ' ADDITION REMODEL ---------------------------- Address 20224 83RD AVE W Owner TENUR/KAHN ---------------------------------------- Approved Date 1/17/2023 Building Official: Ice �,J� ,�,,x1a Permit Number; BLD2022-1367 ----------------------------------- r- — - — - — - — - — - — - — - — - — - I SEPARATE PLUMBING PERMIT REQUIRED FOR THIS PROJECT. r -- -------------------------------------------- Interconnected Smoke Alarms Are A Requirement; Of This Permit In Accordance With R314.2.2 .............................................. 5ft2 Studio Architects 2625 Northup Way, Suite 100, Bellevue, WA 98004 info@5ft2studio.com www.5ft2studio.com 20120172 REGISTERED ARCHITECT PEEK LI PAN STATE OF WASHI�1 TON 10.06.2022 20224 EDMONDS 20224 83RD AVE W, EDMONDS, WA 98026-6728 BUILDING PERMIT "ALL EXISTING AND NEW DIMENSIONS VERIFY IN FIELD" NO. DESCRIPTION RESUB Jan 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE DATE: 10.06.2022 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. WE O) 0 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 In 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 requirememt per IRC/IBC 5ft2 Studio Architects 2625 Northup Way, Suite 100, Bellevue, WA 98004 info@5ft2studio.com www.5ft2studio.com 2©120172 REGISTERED PEIK 6P v STATE OF WASHIN TON 10.06.2022 20224 EDMONDS 20224 83RD AVE W , EDMONDS, WA 98026-6728 BUILDING PERMIT **ALL EXISTING AND NEW DIMENSIONS VERIFY IN FIELD** NO. DESCRIPTION DATE: RESUB Jan 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 10.06.2022 GENERAL NOTES G 1 1 B2 B r 0 i Lf ) N N O N O N N EO 0 N I? ib N N 1 00 T ih N PROPERTY LINE ESTIMATED — — — — — 015,44„E 126.141 - __ ---- N 89 _ — CAUTION. — SETTING OUT OF SETBACK LINE FROM PROPERTY LINE TO BE VERIFIED BY SURVEYORIFNEEDED EXISTING PROPERTY LINE PER SHORT PLAT DOCUMENTATION DATED 10/18/1991 SETBACK — 23'-5" U) I� I 0 I U (E) OFFICE 7'-3" CLG I I I (E) FP I (E) BASEMENT 1 7'-3" CLG I I I BASEMENT REMAIN ----- UNTOUCHED II CLOSET 3'-8" LOW I I � , i o El 4' - 6 3/4" 5' - 8 1 /4" 5' - 1 1 /2" I I 15' - 4 1 /4" 8' - 0 3/4" I I I I I I I I I I I I I I I I I I 30' - 7" EXIST. BASEMENT 1/4" = 1'-01 CAUTION: EXISTING SITUATION, REFER TO SHORT PLAT DOCUMENTATION DATED 10/18/1991 0 B2 B <V 0 LO It C N 1 T 0 N i� iO N 1 EXIST. LEVEL 1 ` 1 /4" = 1'-091 2 3 5 DEMOLITION LEGEND EXISTING WALLS TO DEMOLISH E _ _ _ _ _ ] EXISTING WINDOWS, CABINET FIXTURES TO DEMOLISH OR REMOVE 5TT2 'N 5ft2 Studio Architects !G OUT OF SETBACK LINE FROM :RTY LINE TO BE VERIFIED BY .YOR IF NEEDED 2625 Northup Way, Suite 100, VG PROPERTY LINE PER SHORT Bellevue, WA 98004 IOCUMENTATION DATED 10/18/1991 info@5ft2studio.com www.5ft2studio.com CAUTION: EXISTING SITUATION, REFER TO SHORT PLAT DOCUMENTATION DATED 10/18/1991 20120172 REARCGISTEHITIT PEIK LI PAN STATE OF WASHIN TON 10.06.2022 20224 EDMONDS 20224 83RD AVE W , EDMONDS, WA 98026-6728 BUILDING PERMIT "ALL EXISTING AND NEW DIMENSIONS VERIFY IN FIELD" NO. DESCRIPTION DATE RESUB Jan 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE: 10.06.2022 EXIST. BASEMENT (X LEVEL 1 PLANS A1.0 A - N (N A2 N A3.0 \ \ N R1 \ - t Zo co \ A6.1 4 \ (V B2 ' 0 B � — (V 0 v \ LEVEL 1 1 /4" = 1'-011 WE M N O M N O N '— 151 44„ E 126.141(1 -N) _ - N 89 _ - _ — A2.0 — — CAUTION: 3 — — 2 EXISTING SITUATION, 3 A3.0 REFER TO SHORT PLAT A DOCUMENTATION DATED 8' - 8" 13' - 3' 1 Z 10/18/1991 8'-8" 5'-13/4" 6'-0" 2'-11/4' 9'-3" 6'-0" (N) Cabinet 6 _ 2'-1" L — L -15'- 4 1/2" - 7 N 3 to - ;. EQ' EQ ,, �, co WL N 'Z (N) BEDROOM 42 _ . z - _ ------------ FLFL A3.5 1, 2 3'-9" 369.71' ice' E Z NDINING,- �0 - Vaulted ce(Iin9 "_ "to N flat ceiling to i WL S M match exist. 369.79' 369.79' ' O _�1T-41/2"-.. AC 369.79' ND � co L o Ia1Hh _ st ? ( )BAT RO (N) Beam per structural 6' - 1 1/4" io 17' - /4' to 1'-10" 10' - 6" + 3'-0" 2 -0" 6' - 4 3/4" — — — t370,54, (N) Cabinet IP WL1 skylight above x (E) KITCH N � M N \ N \ \ 4 \ A3.0 \ 2 A2.0 370.54' Cl) w _ - 1 IE -KITCHEN A4.0 s , A3.4 skylight above 1 + 4 369.04' 0 370.54' 370.32'- UP - 16' - 10 1 /4" I (E) LIVING R OM propose new scissors t uss with vaulted ceiling per structural g EQ I EQ 5' 11" - 9 1 /2" 9' - 8 1 /2" � I 19' - 5 1 /4" PROPERTY LINE E+ ATED Relocated (E) electrical panel 44' - 1" SETBACK 6'-0"Jr 0 1 8'-01/2" o 6'-8" 11'-41/2" 00 2 I 1 (N) MASTER = ® - N OS (N) BEDROOM #1 to v Iv BATHROOM (N) WIC r` ® © 5LO _ I C, SET (V WL2 I +4'-81/2 0" - 4'-41/2" I r Align w/ (E) wall Relocate (E) WH to (N) I closet in the master bath. I DN S I O I (E) MASTER I DIMBEDROOM Z Z I new bathroom sewer UP + I (E) Deck, remain untouched I line to connect to 369.67' master bathroomLl �I Tr The makeup air in the — laundry to fulfill 2018 IMC I 504.6. It is proposed to connect to the heating I source of the existing heat supply system. Contractor I to verify in field I I I I I I I I I I I I I I I I I 30'-7" 50' - 0" (1-N) 1 2 R2 3 5 CAUTION: SETTING OUT OF SETBACK LINE FROM PROPERTY LINE TO BE VERIFIED BY SURVEYOR IF NEEDED EXISTING PROPERTY LINE PER SHORT PLAT DOCUMENTATION DATED 10/18/1991 CAUTION: EXISTING SITUATION, REFER TO SHORT PLAT DOCUMENTATION DATED 10/18/1991 PLAN NOTES (IRC) Lc SAFETY GLAZING REQUIREMEMT (S.G.) : (IRC R308) SAFETY GLAZING PER IRC R308 IN WINDOWS AND DOORS [E E EMERGENCY ESCAPE AND RESCUE OPENING (E.E.) : (IRC R310) IRC R310.1. All sleeping rooms must have an emergency egress window or door that leads directly to a yard or public way Emergency egress windows must provide a minimum clear openable area of 5.7 square feet, 24 inches high and 20 inches wide. IRC R310.2.2 Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not more than 44 inches above the floor; where the sill height is below grade, it shall be privided with a window well in accordance with Section R310.2.3 MECHANICAL VENTILATION (IRC M1505) Intermittent and local exhaust rate TABLE ((; -q M1505,4,3f3! INTERMITTENT OFF WHOLE -HOUSE MECHANICAL VENTILATION RATE FACTORS" RUN-TIME % IN EACH 4-HOUR SEGMENT ((—)) I ((—)) 1 50% 1 66% 1 76 100% FACTOR' ((4)) 1 ((a)) 1 z 1 1.5 1 1.3 1 0 a. For ventilation system run time values between those given, the factors ace 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 1505.4A(I1. 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 M1505.4.4M MINIMUM URiQUtRGD11 LOCAL EXHAUST RATES ff H EXHAUST RATES AREA TO BE EXHAUSTED INTERMITTENT CONTINUOUS Kitchens 100 cfm ((;-�;aarri 35 -� OF 41 3 cfin Bathrooms —Toilet rooms 50 cfm (( 20 Ain ror m: t cumu toot per rarnme = U.wo4 r i v 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. 5TT2 5ft2 Studio Architects 2625 Northup Way, Suite 100, Bellevue, WA 98004 info@5ft2studio.com www.5ft2studio.com �©1201T2 '�..I REGISTERED PEIK LI PMIN v STATE OF TON 10.06.2022 20224 EDMONDS 20224 83RD AVE W , EDMONDS, WA 98026-6728 0 SMOKE DETECTORS R312.2) BUILDING PERMIT (IRC R314.2.2. Alteration, repairs and additions Where alteration, repairs or additions reauireing a permit occur, the individual dwelling unit , shall be eauipped with smoke alarms located as required for new dwelling SMOKE ALARM (IRC R314.3� 1. a smoke detector shall be installed in each sleeping room. 2. a smoke detector shall be installed outside each separate sleeping area in the immediate vicinity of the bedrooms. 3. on each additional story of the dwelling, including basements and habitable attic and not including crwal spaces and uninhabitable attics. in dwelling or dwelling units with split levels and without an intervening door between the adjacent levels, a smoke alarm installed on the upper level shall suffice for the adjacent lower level provided that the lower level is less than one full story below the upper level 4. smoke alarms shall be installed not less than 3 feet (914mm) horizontally from the door or opening of a bathroom that contain a bathtub or shower unless this would prevent placement of a smoke alarm required by this section. INTERCONNECTION (IRC R314.4) Where more than one smoke alarm is required to be installed within an individual dwelling unit in accordance with Section R314.3, 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 smoke alarms shall not be required where listed wireless are installed and all **ALL EXISTING AND NEW alarms sound upon activation of one alarm DIMENSIONS VERIFY IN COMBINATION ALARM (IRC R314.5J FIELD** Combination smoke and carbon monoxide alarms shall be permitted to be used in lieu of smoke alarms. NO. DESCRIPTION DATE 0 CARBON MONOXIDE ALARM (IRC R 315.2.2) 1 Revision 1 12/2/2022 R315.2.2. Alteration, repairs and additions Where alteration, repairs or additions reauireing a permit occur, the individual dwelling unit shall be equipped with carbon monoxide alarms located as required for new dwelling CARBON MONOXIDE ALARM (IRC R315) 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. Were a fuel -burning is located within a bedroom N or its attached bathroom, a carbon monoxide alarm shall be installed within the bedroom. RESU B R315.4 COMBINATION ALARMS Combination carbon monoxide alarms and monoxide alarms shall be permitted to be used in lieu Jan 09 2023 of carbon monoxide alarms. CITY OF EDMONDS DEVELOPMENT SERVICES R315.5 INTERCONNECTIVITY DEPARTMENT Where more than one carbon monoxide alarm is required to be installed within an individual dwelling unit in accordance with Section R315.3, 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 where listed wireless alarms are installed and all alarms sound upon DATE: 10.06.2022 activation of one alarm. II INM4xrl=101ir, NEW EXTERIOR 2X6 STUD WALL W/ INSULATION MIN. R21 NEW INTERIOR 2X4 STUD WALL EXISTING EXTERIOR 2X6 STUD WALL EXISTING INTERIOR 2X4 STUD WALL PROPOSED LEVEL 1 PLAN A1.2 6 EXIST. ROOF PLAN 1 /4" = 1'-0" 10 7 INE FROM =1ED BY =R SHORT =D 10/18/1991 main (E) downspout main (E) gutter main (E) downspout 5TT2 5ft2 Studio Architects 2625 Northup Way, Suite 100, Bellevue, WA 98004 info@5ft2studio.com www.5ft2studio.com 2012t11 T2 REGISTERED ARCHITECT f- PEIK LI PAN STATE OF WASHI�1 TON 10.06.2022 20224 EDMONDS 20224 83RD AVE W , EDMONDS, WA 98026-6728 BUILDING PERMIT NO. DESCRIPTION DATE RESUB Jan 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE: 10.06.2022 EXIST. ROOF PLAN . A1.3 L0 N O N O N A —o — — A2zo " \ R1 A6.1 4 B2 t"q' B 1 ROOF PLAN 1/411 = 19-011 ca��Ps project limit 25' - 9 1 /4" (N) Roof length _ — — (E) Downspout A2.0 — — - and discharge (N) Downspout 2 point to remain 3 A3.0 discharge to existing (E) Gutter _ donwspout point — (N) Gutter _ (N) OF LI E — — LDLNE — New and exist. roof flush a I - I I r o, c o IZ II I I CV II c I I (E) — — — f ' ingover-frame — rooms wing roof amain \ (N) Downspout discharge to existing donwspout point (1-N) �-� (�A4 .0 (N) Skylgihts, see partial sections (E) Downspout discharge point I to remain \ I 4 \ } _ 5" / 12" O 5" / 12" \ (E) Fireplace \ 4 12'- 6 1 /4" 12'- 6 1 /4" \ EQ EQ 2'- 9 1 /2" 2'- 9 1 /2" \ w z_ w \ J z LL J \ °0 0 \ O (N) Gutter ? BLD LINE (N) Downspout discharge t — existing donwspout poin 2 ®®® ®®® A2.o (E) Do nspou (E) Down pout discharge point discharg point to remain \ to remain 1r; R2 PROPERTY LINE ESTIMATED — — — — — CAUTION: _ — — SETTING OUT OF SETBACK LINE FROM — PROPERTY LINE TO BE VERIFIED BY SURVEYORIF NEEDED EXISTING PROPERTY LINE PER SHORT �! PLAT DOCUMENTATION DATED 10/18/1991 ------ SETBACK (E) Gutter — — Removed (E) Skylight to, I patch (E) hole to match N f (E) roof I C (E) Fireplace (E) Skylight I o I 0 0 0 M I.3 0 0 I� wl I N_ � I � I ight I I DN (E) Gutter (E) Deck, remain untouched (N) Downspout, discharge to existing donwspout point (N) Gutter (N) Downspout discharge to existing donwspout point (E) Downspout (E) Gutter (E) Downspout 5TT2 5ft2 Studio Architects 2625 Northup Way, Suite 100, Bellevue, WA 98004 info@5ft2studio.com www.5ft2studio.com 20120172 REGISTERED ARCHITECT PEEK LI PAN STATE OF WASHI�1 TON 10.06.2022 20224 EDMONDS 20224 83RD AVE W , EDMONDS, WA 98026-6728 BUILDING PERMIT "ALL EXISTING AND NEW DIMENSIONS VERIFY IN FIELD" NO. DESCRIPTION 1 Revision 1 DATE: RESUB Jan 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 12/2/2022 10.06.2022 PROPOSED ROOF PLAN A1.4 0 �OP OF ROO 383' - 7 1 /2" (N) TOP PLATE F v 378' - 3" (E) TOP PLATE F 377' - 9 1 /2" LEVEL 1 A 370' - 6 1 � LEVEL 1 B AVERAGE GRAC 368' - 11 7/32" BASEMENT 36 - " NORTH ELEVATION 1 /4" = 1'-0" N O N O N ELEVATION NOTES (IRC) sG SAFETY GLAZING REQUIREMEMT (S.G.) : (IRC R308) SAFETY GLAZING PER IRC R308 IN WINDOWS AND DOORS I `E EMERGENCY ESCAPE AND RESCUE OPENING (E.E.) : (IRC R310) IRC R310.1. All sleeping rooms must have an emergency egress window or door that leads directly to a yard or public way and shall have minimum dimensions as specified in this section. Emergency egress windows must provide a minimum clear openable area of 5.7 square feet, 24 inches high and 20 inches wide. IRC R310.2.2 Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not more than 44 inches above the floor; where the sill height is below grade, it shall be privided with a window well in accordance with Section R310.2.3 EPAVERS ON GRADE FFASCIA BOARD, MATCH EXISTING �3 ROOF RAFTERS PER STRUCTURAL EROOF FINISHES, MATCH EXISTING NEW DOWNSPOUT �6 NEW GUTTER ❑7 HARDIE PANEL (WHOLE PIECE), PAINTED TO MATCH WINDOW ❑8 HARDIE PANEL HORIZONTAL, PAINTED TO MATCH EXISTING SIDING 5ft2 Studio Architects 2625 Northup Way, Suite 100, Bellevue, WA 98004 info@5ft2studio.com www.5ft2studio.com 20120172 REGISTERED ARCHITECT v - v PEEK LI PAN STATE OF WASHIN TON 10.06.2022 20224 EDMONDS 20224 83RD AVE W , EDMONDS, WA 98026-6728 BUILDING PERMIT "ALL EXISTING AND NEW DIMENSIONS VERIFY IN FIELD" NO. DESCRIPTION DATE DATE: RESUB Jan 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 10.06.2022 ELEVATION 1 A2.0 0 E TOP OF ROOF 383' - 7 1 /2" jk—tN) TOP PLATE HT. 378' - 3" y (E �OR P1=AT E-H 377 9 1 /2 -11 VAVERAGE EL 1 A EL 1 B" GRADE - 11 7/32" WEST ELEVATION 1 /4" = 1'-0" rl— O N O N 1 k-11th, 7 A3.0 R1 Lt-0 - 2' EQ EQ 0' - 2"—"LL 2 0 0 I I 3 4 iv � O 44 7 8'-33/4" SG 8'-33/4" 8 M ' 8 16' - 11 1 /2" UR1 ELEVATION NOTES (IRC) sG SAFETY GLAZING REQUIREMEMT (S.G.) : (IRC R308) SAFETY GLAZING PER IRC R308 IN WINDOWS AND DOORS `E EMERGENCY ESCAPE AND RESCUE OPENING (E.E.) : (IRC R310) IRC R310.1. All sleeping rooms must have an emergency egress window or door that leads directly to a yard or public way and shall have minimum dimensions as specified in this section. Emergency egress windows must provide a minimum clear openable area of 5.7 square feet, 24 inches high and 20 inches wide. IRC R310.2.2 Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not more than 44 inches above the floor; where the sill height is below grade, it shall be privided with a window well in accordance with Section R310.2.3 EPAVERS ON GRADE FFASCIA BOARD, MATCH EXISTING EROOF RAFTERS PER STRUCTURAL [4 ROOF FINISHES, MATCH EXISTING [5 NEW DOWNSPOUT ❑6 NEW GUTTER ❑7 HARDIE PANEL (WHOLE PIECE), PAINTED TO MATCH WINDOW ❑8 HARDIE PANEL HORIZONTAL, PAINTED TO MATCH EXISTING SIDING 5ft2 Studio Architects 2625 Northup Way, Suite 100, Bellevue, WA 98004 info@5ft2studio.com www.5ft2studio.com 20120172 REGISTERED ARCHITECT PEEK LI PAN STATE OF WASHIN TON 10.06.2022 20224 EDMONDS 20224 83RD AVE W , EDMONDS, WA 98026-6728 BUILDING PERMIT "ALL EXISTING AND NEW DIMENSIONS VERIFY IN FIELD" NO. DESCRIPTION DATE: RESUB Jan 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 10.06.2022 ELEVATION 2 A2.1 0 (E) TOP OF R OF 383' - 7 1 /2" CD (N) TOP PLATE HT. 378' - 3" to (E) TOP PLATE HT. �\ 377' - 9 1 /2" 1� LEVEL 1 B LEVEL 1 B�- 9 1 /2" AVERAGE GRADE 368' - 11 7/32" n Section 4 3 1 /4" = 1'-0" 00 N O co N O N I I I I I I jrma 6"i of truss touched B BZ WI-2 R1 E TOP OF ROOF 383' - 7 1 /2" N jk-(IND TOP PLATE HT. Lo 378' - 3" N Ljlk E TOP _PLATE 377' - 9 1 /2" o LEVEL 1 A N 370' - 6 1 /2"` LEVEL 1 B — 369' - 9 1 /2" AVERAGE GRADE 368' - 11 7/32" C? bo N 0 BASEMENT 361' - 6 1%2" I I A2 A n Section 1 1 /4" = 1'-0" 16' - 7 1 /2" I 1 (N) Ridge beam per structural �N 0 0-0 R1 2 � 1 6� 2 � Yin 6* 1 A3.0 Z a 4'-4" 1'- 0" 1'-10" 4'-4" 2'- 0" (N) Beam per structural 0 12' - 7 1/2" 8'-33/4" 8'-33/4 16' - 7 1 /2' co 1 M I I New rafter roof, angle to match existing roof, top of ridge to match existing when Ljlk (E) TOP OF ROOF completely finished w/ roof �— membrane 383' - 7 1 /2" eave overhang per structural I I (E) TOP OF ROOF Contractor establi nee 383' - 7 1/2" plate height in fie N) TOP PLATE HT. existing roof, estim ed 5.5" higher than exist. plate _ 3 - height A5.0 � (N) TOP PLATE HT. OP PLATE HT. \ 377' - 9 1 /2" - N L — L - o (E) TOP PLA�T.2 - 0 377' ea e over h ng 0 ao . 77t- — a footing per F2 structural F-2, finished level of new footing per floor to match finished level structural of bedrooms wing, verify in field B2 R1(A2 A Section 2 ` 1 /4" = 1'-0" LEVEL 1 A 5% slope _ _ 'LEVEL 1 B AVERAGE GRADE 3 ' - 9 2 368' - 11 7/32" A5.0 VAVERAGE VEL 1 A — VEL 1 B" — GRADE ' - 11 7/32" Section 3 1 /4" = 1'-0" 5TT2 5ft2 Studio Architects 2625 Northup Way, Suite 100, Bellevue, WA 98004 info@5ft2studio.com www.5ft2studio.com 2012t11 T2 REGISTERED ARCHITECT Ir PEEK LI RAN STATE OF WASHINTON 10.06.2022 20224 EDMONDS 20224 83RD AVE W , EDMONDS, WA 98026-6728 BUILDING PERMIT "ALL EXISTING AND NEW DIMENSIONS VERIFY IN FIELD" NO. DESCRIPTION DATE 1 Revision 1 12/2/2022 RESUB Jan 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE: 10.06.2022 SECTIONS A3.0 0 M N O cY) N O N PARTIAL - MASTER 1 /2" = 1'-0" TYPICAL VELUX CURB MOUNT SKYLIGHT DETAIL Velux Fixed Skyli( Moul outside curb (W' x H") d see installatio roof insulati N) TOP PLATE HT 378' - 3" t PLATE HT 37-r/2" � LEVEL 1 A ' 370' - 6 1 /2" Section 5 1 /2" = 1'-0" 201 - 00-600 Fixed: Venting: FCM VCM VCS Outside Curh Max Skyllght Clearance FCM - Fxed skylight VCM- Manual venting skylight VCE - Electric venting skylight VCS - Sour Powered "Fresh Air" skylight 4 AA n IR2) PARTIAL - BATHROOM 1 /2" = 1'-0" 1'- 10 1 /2"0' - 5 3/4" Section 1 1 /2" = 1'-0" �I skylight Velux Fixed Skylight (FCM) - Curb Mounted model 2246 outside curb (W' x H") dimension: 25 1/2 x49 12 see installation detail by Velux spacing of two skylights to align to center line of existing window 5ft2 Studio Architects 2625 Northup Way, Suite 100, Bellevue, WA 98004 info@5ft2studio.com www.5ft2studio.com 20120172 REGISTERED ARCHITECT PEEK LI PAN STATE OF WASHIN TON 10.06.2022 20224 EDMONDS 20224 83RD AVE W , EDMONDS, WA 98026-6728 BUILDING PERMIT NO. DESCRIPTION RESUB Jan 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE DATE: 10.06.2022 PARTIAL PLANS SECTIONS A4.0 0 INTERIOR FLOOR FINISH PER PLAN EXTERIOR TRIMS INCLUDE: R-21 BAIT INSULATION - FASCIAS EXTERIOR ELEVATION PER WL1 per assembly i -BARGES ELEVATIONS 0'-2 3/16" FLOOR JOIST PER - WINDOW AND DOOR TRIMS, LINERS AND JAMBS \ `. 5ft2 - BELLY BANDS APPROVED BUILDING PAPER 2" POlyisocyanurate STRUCTURAL - OUTSIDE CORNER TRIMS (BUT NOT INSIDE) ` � I Rigid insulation R-12 (CI = R12) I `. header per structural RIM JOIST PER I EXTERIOR TRIMS FINISH: \ I• FLASHING WHITE WOOD PAINTED Flashing STRUCTURAL I SHERWIN WILLIAMS SW7504 "KEYSTONE GREY" 2X4 WHITE WOOD SILL 5ft2 Studio Architects — — — — — — — — — EXTERIOR GRADE FLAT FINISH W/ DRIP, PAINTED EXTERIOR FINISH 2X12 WHITE WOOD 2625 Northup Way, Suite 100, PER ELEVATIONS I BOARD, PAINTED Bellevue, WA 98004 window/door unit I R-21 BATT INSULATION I info@5ft2studio.com Lit www.5ft2studio.com R-10 RIGID FOAM � i FLASHING INSULATION I i � 2X4 WHITE WOOD SILL I W/ DRIP, PAINTED - DETAIL -HEADER INSULATION, TYP. 1 2012�11TZ 1" = 1'-0" REGISTERED I ARCHIT T RIM INSULATION 5/4 X 5/4 SQUARE WHITE SIDING SPECIFICATIONS AND FINISH: PEIKLI PAN 0 WOOD AT INSIDE CORNERS, HARDI LAP SIDING W/ 4" REVEALS, SMOOTH STATE OF WASHIN TON PAINTED TO MATCH SIDING SHERWIN WILLIAMS COLOR TBD EXTERIOR GRADE FLAT FINISH SHEATHING PER 10.06.2022 STRUCTURAL EDGE TRIMS TOP HARDI LAP TRIMS SIDING, SMOOTH APPROVED BUILDING SIDE OUT PAPER PER CODE 5/4 X 3 WINDOW/ 5/4 X 2 TRIM AT DOOR TRIMS OR HORIZONTAL WL1 per assembly Sealant, adhesive or gasket END TRIMS, WHITE TOP EDGES, WOOD, PAINTED PAINTED TO Sill gasket 5/4 X 4 WHITE WOOD MATCH SIDING MITERED OUTSIDE " 1" XPS Rigid Insulaton around CORNERS, PAINTED P.T. SILL 20224 protection membrane all slab edge, FOAMULAR® & -INSIDE--,-PLATE metal flashing FOAMULAR®NGXTM 1000, CORNER /� O D S I E D �/ I R10 I WL1 PER ASSEMBLY \ a �I P.T. WOOD OR 2" Polyisocyanurate �no�i�� FOUNDATION HARDI KICKER _ Rigid insulation R-12 (Cl = R12) 20224 83RD AVE " a4 . , - . '1 1 't COUNTER FLASHING j W , EDMONDS, HEADER PER STRUCTURAL WA 98026-6728 C, METAL DRIP CAP BLACK STUCCO ------- _ 1/2" Tuff-N-Dri' � foundation board ° o FILL WINDOW R.O. CAVITY L-CORNER BEAD GRACE SELFADHESVE --SAFSILL ;� BUILDING PERMIT 'VYCORNER' FLASHING {S F) FLASHING a F2 WITH SLOW EXPANSION FOAM oRSIMILAR . LEAVE 4' OF 1" xPs rigid insulation a -Finish per plan FOR THERMAL CONTINUITY RIGID INSULATION PAPER ON FOAMULAR® & - Reinforced concrete slab per structural BOTTOMOFS FOAMULAR®NGXTM1000 T -Va or Barrier p WINDOW PER WINDOW r I? FLASHING{TC BE ADHERED a - 3" XPS Rigid Insulatio under entire concrete slab, SCHEDULE �' } I ��`` BUILDINGWR protective board FOAMULAR® FOAMULAR®NGXTM1000, R15 -granular capillary break and drainage pad METAL SILL FLASHING`- • a"� - compacted soil BLACK WOOD WINDOW SILL ° , a gravel around drainpipe ° concrete foundation wall per PRIMED AND PAINTED '. structural 4" perforated drainpipe a : m concrete footing per below SELF -ADHERED PAN —LEAVE<•OFPAPERON w/holes oriented downards - frost depth per structural FLASHING RIGID INSULATION _ (TO BEOF ADHEBEU1sHING TO I ' ADHEREJAM ; FLASHING TO sloped to rain garden or storm ON SLOPED SILL BU DINGWRAP) j' w . BUILDING WRAP drain a' i SEALANT BEAD BETW. .I METAL HEAD FLASHING LAP ONTO SIDE - OFWINDOW SHEATHING AND FRAMING *� a. WL1 PER ASSEMBLY jl 3 rail DETAIL -TYPICAL FOUNDATION AND I I I II I' EXTERIOR WALL 1" = 1'-011 n TYP. WINDOW DETAILS I`€ 11-011 ADHERE SILL FLASHING TO NO. DESCRIPTION DATE BUILDING WRAP DETAIL -EXTERIOR FINISH 12" = 1'-0" N.T.S RESUB Fully adhered roofing membrane covering entire roof deck / / Jan 09 2023 Sheathing per structureal / /_ _ _ / CITY OFEDMONDS DEVELOPMENT SERVICES SCISSOr truss per structural - - - DEPARTMENT Blocking per structural Min. 3.5" R-22.75 Spray foam insulation (R-26, R6.5/inch), refer to spray form note S�oP j R28 Fiberglass roof insulation (8.5" thick), within cavity held _ - 22 gauge metal flashing w/hemmed SIOp lan e pef P tight to underside of spray foam drip edge — o Vapor retarder, Class II / _ — — _ 1/2" GWB Ceiling, smoothly skimmed and painted / /- DATE: 10.06.2022 Square gutter profile a' _ -_ STEEL BOX GUTTER �, -- - -- DETAILS I full spray form insulation at the Blocking per structural eave extension per plan/section R1 assembly1X per p 9 PAINTED FASCIA edge of truss to to achieve R49 2" EAVES VENT scissor truss connection to WL1 -per assembly existing masonry wall per wood fascia painted to match eave extension per plan/section structural o (E) MASONRY WALL TO a T_ co 0 (1) Layer of Exterior Soffit Gypsum Board A5.0 � 5/8" Type X 0' - 5 1/2" M N DETAIL -ROOF EAVE AT VAULTED CEILING- NON -VENTED DETAIL -ROOF TRUSS INSULATION 1 11 = 1'-011 1 if = 1'-0" ROOF ASSEMBLIES R1 INTERIOR FLOOR ASSEMBLIES Interior F2 U as - - e- - - �a a Q - - co 0 co N O N 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 II - 1/2" GWB Ceiling, smoothly skimmed and painted - Finish per plan - Reinforced concrete slab per structural - Vapor Barrier THERMAL - 3" XPS Rigid Insulatio under entire concrete slab, min. R15 FOAMULARO FOAMULARONGXTM1000, R15 - Granular capillary break and drainage pad - Compacted soil Insulated Slab Edge Detail WALL ASSEMBLIES WL1 EXTERIOR INTERIOR INTERIOR SPRAY FORM NOTE -Siding to match existing)n -Rain screen -Vapor permeable Water Resistive Barrier (WRB), WrapShield SAO bo Self -Adhered, sealed w/ Vapro Shield tape ' -1/2" sheathing plywood -Studwall 2X6 w/ insulation min. R21 -Vapor Retarder, Class II -1/2" GWB, smoothly skimmed and painted - 1/2" GWB, smoothly skimmed and painted - Studwall 2X4 - 1/2" GWB, smoothly skimmed and painted SPRAY FORMPRODUCT NAME: CERTASPRAY CLOSED -CELL SPRAY FOAM INSULATION 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. THERMAL min. R21 5ft2 Studio Architects 2625 Northup Way, Suite 100, Bellevue, WA 98004 info@5ft2studio.com www.5ft2studio.com 20120172 REGISTERED ARCHITECT v - v PEEK LI PAN STATE OF WASHIN TON 10.06.2022 20224 EDMONDS 20224 83RD AVE W , EDMONDS, WA 98026-6728 BUILDING PERMIT "ALL EXISTING AND NEW DIMENSIONS VERIFY IN FIELD" NO. DESCRIPTION N1-rIIII4 RESUB Jan 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 10.06.2022 ASSEMBLIES A5.2 Window Schedule Type Mark Count Width Height Sill Height 1 2 6'-0" 4'-0" 2'-3" 2 1 6'-0" 4'-0" 3'-0" 3 1 3'-0" 4'-0" 3'-0" 4 1 3'-0" 3'-0" 0'-0" 5 2 2'- 3 1 /8" 4'- 3 1 /8" 6 1 9' - 1 " ALL WINDOW DIMENSIONS INDICATED REPRESENT ROUGH OPENING, ALL DIMENSION TO VERIFY IN FIELD Door Schedule WT Count Width Height 2 4 2'-8" 7'-0" 3 2 2'-6" 7'-0" 4 1 2'-4" 6'-2" 5 1 2'-6" 6'-8" 6 1 4'-0" 6'-8" 7 1 4'-8" 6'-8" 10 1 12' - 7 1 /2" 7' - 0 1 /2" N co O N O N co 6'-0" 6'-0" 3'-0" 2'- 2 3/4" 1 _91, 1 WINDOW 1 - EMERGENCY EGRESS TYPE: SLIDER GLAZING: DOUBLE -PANE GLASS FRAME FIBERGLASS FRAME MANUFACTURER: MARVIN (ULTIMATE) OR EQUIVALENT MIN. U VALUE 0.30 Window Schedule 1 /4" = 1'-0" 0 F.F. WINDOW 2 TYPE: DIRECT GLAZE RECTANGLE GLAZING: DOUBLE -PANE GLASS FRAME FIBERGLASS FRAME MANUFACTURER: MARVIN (ULTIMATE) OR EQUIVALENT SERIES: ULTIMATE MIN. U VALUE 0.30 WINDOW 3 TYPE: DIRECT GLAZE RECTANGLE GLAZING: DOUBLE -PANE GLASS FRAME FIBERGLASS FRAME MANUFACTURER: MARVIN (ULTIMATE) OR EQUIVALENT SERIES: ULTIMATE MIN. U VALUE 0.30 WINDOW 4 TYPE: CASEMENT GLAZING: DOUBLE -PANE GLASS FRAME FIBERGLASS FRAME MANUFACTURER: MARVIN (ULTIMATE) OR EQUIVALENT SERIES: ULTIMATE MIN. U VALUE 0.30 WINDOW 5 TYPE: DIRECT GLAZE RECTANGLE GLAZING: DOUBLE -PANE GLASS FRAME FIBERGLASS FRAME MANUFACTURER: MARVIN (ULTIMATE) OR EQUIVALENT SERIES: ULTIMATE MIN. U VALUE 0.30 WINDOW 6 TYPE: DIRECT GLAZE RECTANGLE GLAZING: DOUBLE -PANE GLASS FRAME FIBERGLASS FRAME MANUFACTURER: MARVIN (ULTIMATE) OR EQUIVALENT SERIES: ULTIMATE MIN. U VALUE 0.30 12'-71/2" 2'-10" 2'-6" 2'-6" 2' 6" 4'-0" 4'-8" DOOR TYPE: TRIPLE SLIDING DOOR GLAZING: DOUBLE -PANE GLASS FRAME FIBERGLASS FRAME MANUFACTURER: MARVIN (ELEVATE) OR EQUIVALENT MIN. U VALUE 0.30 o Door Schedule 1 /4" = 1'-0" DOOR 2 DOOR 3 TYPE: SINGLE FLUSH DOOR TYPE: SINGLE POCKET DOOR MATERIALS: SOLID CORE WOOD MATERIALS: SOLID CORE WOOD DOOR 4 TYPE: SHOWER FLUSH DOOR MATERIALS: GLASS DOOR 5 DOOR 6 DOOR 7 TYPE: BI-FOLD DOOR TYPE: SLIDER DOOR TYPE: SLIDER DOOR MATERIAL: SOLID CORE WOOD MATERIAL: SOLID CORE WOOD MATERIAL: SOLID CORE WOOD 5ft2 Studio Architects 2625 Northup Way, Suite 100, Bellevue, WA 98004 info@5ft2studio.com www.5ft2studio.com 20120172 REGISTERED ARCHITECT v - v PEEK CI PAN STATE OF WASHI�1 TON 10.06.2022 20224 EDMONDS 20224 83RD AVE W , EDMONDS, WA 98026-6728 BUILDING PERMIT "ALL EXISTING AND NEW DIMENSIONS VERIFY IN FIELD" NO. DESCRIPTION 97-A9:I RESUB Jan 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 10.06.2022 SCHEDULE A6.0 SITE DATA AND ZONING LOT COVERAGE DIAGRAMS: GROSS FLOOR AREA DIAGRAMS: WE It M O M N O N SETBACK REQUIREMENT FRONT SETBACK 25 FT (ECDC 16.20.030) REAR SETBACK 15 FT SIDE SETBACK 7.5 FT STRUCTURAL LOT MAXIMUM LOT COVERAGE BY STRUCTURES = 35% COVERAGE TOTAL LOT SIZE 8,194 SF PER SHORT PLAT DOCUMENTATION (ECDC 16.20.030) DATED 10/18/1991 ALLOWED MAX. LOT COVERAGE = 35% x = 2,867.9 SF EXISTING: 1,620 SF PROPOSED: 1.988 SF BUILDING HEIGHT HEIGHT CALCULATION (ESTIMATED, RESOURCE FROM: (ECDC 16.20.030) SNOHOMISH COUNTY IMAP) A: 372.80' B: 365.74' C: 371.87' D: 365.33' TOTAL: 1,475.74' AVE. GRADE: 1,475.7474 = 368.935' 25 FT ALLOWED; MAX.: 393.935' PROPOSED: 387' - 8" 18' 8 3/4" FROM AVE. GRADE < 25' GROSS FLOOR AREA EXISTING: PROPOSED: Basement 414 SF Basement 414 SF / Level 1 1,307 SF Level 1 1,592 SF +285 SF Total 1,721 SF Total 2,006 SF Deck 144.5 SF NEW PLUS REPLACED IMPERVIOUS SURFACE Total addition of Gross Floor Area conditioned space : 285 SF ADDITION IMPERVIOUS SURFACE = STRUCTURAL ADDITION < 2,000 SF, STORMWATER MANAGEMENT IS NOT REQUIRED. BUILDING HEIGHT DIAGRAMS III III,,,I A372.75' Average Grade Calculation ,iiig„ = 1,-n„ B 365.74' �--F/ 1.73' = III III E) She — _ 57 SF -� = I I III III III II�III III Exist. Lot Coveraae 3/32" = 1'-0" I III III III III -- E) She = 1 157 SF I il ilk I III III II III I I III New Lot Coveraae 3/32" = 1'-0" MAX. ALLOWED BLD HT. — — — 394' - 4 3/16" E TOP OF ROOF H o 383' - 7 1 /2" m — — LO o o N J J Q N) TOP PLATE HT. 3 '-3" — OP PLATE —o T._ m 377' - 9 1 /2" CO w U) a o LEVEL 1 A LEVEL 1 B" AVERAGE GRADE 368- 11 7/32" '1 Building Height `' / 1 /4" = V-0" R1 ------------- R1 :1= III II III_ II III II Exist. Level 1 - GFA 3/32" = 1'-0" III III III 11 III 11 � �-�- II III III II I III New Level 1 - GFA 3/32" = 1'-0" 5TT2 5ft2 Studio Architects 2625 Northup Way, Suite 100, Bellevue, WA 98004 info@5ft2studio.com www.5ft2studio.com 20120172 REGISTERED ARCHIT T PEEK Ll PAN STATE OF WASHIN TON 10.06.2022 20224 EDMONDS 20224 83RD AVE W , EDMONDS, WA 98026-6728 BUILDING PERMIT "ALL EXISTING AND NEW DIMENSIONS VERIFY IN FIELD" NO. DESCRIPTION DATE 1 Revision 1 12/2/2022 I I I (E) Basement I RESUB -- 414 SF -- Remain unchanged I Jan 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 q - DATE: 10.06.2022 I COMPLIANCE - SITE DATA I - I I A6.1 Exist. Basement - GFA U 1 /8" = 1'-0" 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. =or S1 a. b c d. e. f_ g• h. TABLE R402.1.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa CLIMATE ZONE 5 AND MARINE 4 Fenestratlon U-Factorb 0.30 ; Skylight U-Factor 0.50 Ceiling R-Value' 49 r r 21 int ■ r Wood Frame Wal P-l' R-Ira I ue Floor R-Value 30 Below -Grade''" Wall R-',slue 10115/21 int + 5TS IF IF SIab'i`.d R-Vague & Depth 10, 2 ft ■ s 1 feet = 304.8 mm, ci = contEnuous insulation, in = intermediate framing. R-values are minimums_ U-factors and SH1GG 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 The fenestration U-factor column excludes skylights. "10/15121 +5TB" means R-10 continuous insuiralion on the exterior of the wall, ar R-15 continuous insulation on the interior of the wall, or R-21 cavity insuEaban plus a thermal break between the slab and the basement wall at the interior of the basement wall, "'10115121 +5TB" scull be pemritted to be met Frith R-13 cavity insulation on the interior of the basement wall plus R continuous insulation on the interior or exterior of the wall_ "5TB" means R-5 thermal break between floor slab and basement +mail_ 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 extends over the tap plate of the exterior gall. R-7.5 continuous insulation installed over are existing slab is deemed to be equivalent to the required perimeter slab insuiation when applied to existing slabs complying with Section R503.1.1. If foarn plastic is used, it shall meet the requirements for thermaI barriers protecting foam plastics_ For log structures developed in compliance with Standard ICC 400, log halls shall meet the requirements for climate zone 5 of ICC 400. Int_ (intermediate framing) denotes fra ruing and insulatlon as described in Section A103. .2 including standard framing 16 inches on center, 78 percent of the AralI cavity insulated a nd headers insulated with a minirnum of R-10 Insulation_ R406.3 ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS COMPLIANCE R406.3 Additional energy efficiency requirements. Each dwelling unit in a residential building shall comply with sufficient options frorn 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 riot 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 0 co N O N (10 R503J.1 Building ltnvt:lWo, Building enwelopt assemblies that are part of the 7Iteration shall COMPIV with 54sdim R402-1,1 o{ W11.4, Sections R402.2.1 through 2,2,11. R402,3.1, 2,3,2, R402 4.3 anrd WMA. Exception_ The following alterations vteed not comply with Lhe re#t,Irements fox new construction provided the -energy use i)f the bulwing F& nor InCrened: 1. Sttarm win6aws installed -over emisting (one-stration, Z. Existing ceifine, wall or floor cavities exposed during c mkrvc#ion provided that these cavities are filled with insulaticm. 2x4 framed walls shall be insulated to aI minimum t?f M5 and 26framed walls shall be insulated tGa minimum ar r,21, 3. Construction Where the estrsting r-Daf, wall Dr flaorcayrlty is not exposed. 4. f3orof reoowef. Roofs without Insulation hi Bite cavity and where the sheathing or Msulatbon rs exposed during feroafing sk3ill be Insdatl; d other above or helm,~' true sheathing. fa. Surface -applied wJndow Him Installed on e:ustingsiRgie pane fenestration assembltesto seduce radar heart gpaIn provided the code des not require the gu2ingfenestratlon to be replaced_ RW3_i,Li Replbcement feoestratiarl_ Where swe or all of an existing fenestration tEnit Is replaced with.3 new fenestrawn pg¢dtbc� llwludina safh and gJ&Iir)& this eeplaekc.�rrtent fenestration unit smll eneet the applicable r"uieememte fad U-factor a+1tf 5 GF-in Tsbl-e R402.1,1- Whew rmrd� thgn (3ne replommi! tl femestr#xion WeA is beietinstolW, m area-weighlo .pv%- -of rtee u•Iactorar+d SHGC 0all rtvinrtn*ent f4reonpriorl "I Ifs parfmitmd to be ws�d#odsmoewmtrt �amlal�a��s, RF43.11 Heating ar'd ti�Iirt%rterrm New FKating,-oolirlg and duct syrstermthat prs part of titre altel-ation shall complywitlh Section W3, EMOP4ivflV 1_ Where ducts From an existing heating and cooling system are -extended, duct systemrs with less thm 41)linear feet in uncandltioned spaces shall not be required to be tested In a3ccurdance with Section R4032.2_ 2_ Existing duct systems oonstrucite�L insulated or sealed with aAwms. Rw2.1.1_Z lieatlft and coollttg Wstarns� New heat) r,& coolingand duct systems that are part of the additmon shall corxlply with 5ect.ton R403_ Excepticm: The following need not comply with thetesbng requirements &Section R403.3.3: i. redditiGm-oF 6m than is509quar>efeet. 1. Duct systems that: we documented ke have been pre%Nously sealed as c-onfurned through tend verdfycatlon and dlagtuastltiestfng In acCordance With procedures In ihfSU R5-_�3. 3. Duets with bras than 40 Iin-eaF f901;in urnco•idilioned spikces, 4. Existing duct systems co4tstructiedr Insulated Dr sealed with asheskm. R503.1,3 SeriWr<e hot water systems_ New se,rutce hot water systems that: ale part of the alteration shall comply wlrth Section R503.1,di tightln& fltew lighting systerns that are part of the alberatloo shall cofripfy with 5ecticm R4WILL EXteptian_ Alteral:60ms I:hiat eaeplaCa les,�than 50 percent of Chas luminalmsin a spice, provided that Such AIterAtioris do trot ino'eaf eThe install Interi•w lighting poor, FISV3_2 Chance In spacecoMlitlon6ig. Any nonconditlaned or Bow -energy space that is altered to betarxte cawtd Vooed space shalt he required to be brought Into dull compliance with this oode. 201E Nlasfurrgten State Erwrgy Code - ResidOnH4ai Prescriptive Energy Code Compliancefor All Climate Zones in Washington Single Family - New & Additions teffectiva Februarys 1. 2021) Table 406.1- Energy Credits (Skoa Fandly( Descrlpftn 3. HFGH Eff1C_ WV HVAC EQUIPMENT DPTFdNS ❑rr lu bne rsanan dram Irerrrs 3.1 Tlwbi,an 3.6 :r,av hi& ,glerr m in LYus tateanr,._ Credits- 5F 3' 1 Energy Star rated [U.S. North) Ws or propane fumace - •h minimum AFUE iYF 95M or Energy Star rated (U.5. Kurth) Gas or propane bailer with minimtLm AI'VE of 9D%. a. { - Air-wumv m3frAny ouraca neat pump wire minimum foci 41r to-5. 7..0 Closed -loop ground source heat pomp; with a minimum COP -of 3.3 ur 3.32 Open loop water source heat pump with a maaamum pumpi ng hydraulic head & 150 feet 1.5 and minimum COP of 5.6. # Ductless mini•sRfit hE4t pump system, zonal cuntral: In humus where the primary space 3 4 heating system is ZOrUJ electric heating, a ductless mini split heat pump 5yswm wilt a 1.5 minimum HSPF a410.0 €hall be In alled and prcwlde heating to- the largest zone of the hmw� ng unit_ t 3.53 Air source, cL-nLFi3lly ducted heat pump with minimurn HSPF of 11.0. * 1.5 Ductless Spill SV9tein heat pumps with no electrlc feslaance heating In the pnmiV Ihaing press. Aductles$ h"t pump &OL&m wlrh a minIMUm H5W Qf 1U$N1l EW $IXed and inftalled to provide heat tatntir-o dvetlling unit at the design virtdborair temperature, to qualify to dairn th IS credit, the building pefmlt dray ngs shall sperJfy the op W being select , the:heated fluor arga caltuiatlon, the Heading equipment tvpH. si, the minimum rqu�pmhrit r h6enry, cud total imtaltttd hcatt eapacily (t?V "uinmrnt Iv-pyr. Ana ernatWe ea Sou" Sir ei a mT m 4-5 W equlvalerrL] of heMed fkor area cr 5W W, whadtiever Is bluer, may bemstalled In KledwelliN unit_ a To gmVy to dalrn this tredR, the hOWIng permit drawlnV shall &PH* the aptlon being wkG clad and shot; 4mufy the heating equlpmerittype and the minimum equipment eifhaenc . 'ToQWlilytoclaimWsarodrt, the bu3dingpermit dramssWspecifyThe Ma unbeing selected wOshilrspcciFy the hegingagulpment We and ttterninimum - ul ment of 4. HIGH ZFFICIENCY ++VAC DISTRIBUTION SYSTEM OPTMS All supply and return ducts located in an uTKurid0unud attic shall be deeply buried In mIling Insulabon an accordance with Sectlon MKS.3.7. For mechanical equipment located outswe the caftdltloned space, a maxlmurn of 10 Ilnear beet of return duct artd 5 linear feet of supply duct connections to slur equipment map be outslde the deeply burled Insulaticmid . All metallle ducts located outside the conditioned 4'1 space must have both transverse and longitudinal juts sealed with mastic. It flea dints 0 5 are wed, they canrw2oc ntadn splices. duet Ieakege shall be Itmlt,ed to 3 cfm per 10D squar-e Feet of conddloned floor area_ Air handle $ shall be leeataed withln the cowIltloned space. HVAC equipment and asswciated duct system(sl installation shall comply with the r,e4uINMbents 4f wti4n 1t44 .3.7- Lvudlri6 Strstem oornponents in wadMoned Cxewl ,Pates is not petwittO underthi% Option. 4 Z Electric resistance heat and ductless heat pumps are rwt permitted under this option_ 1.0 Direct combustion heating equipment with AFUE Tess than SM is not permitted under this Option. T* gaalifw to ttpire tms credit, the building wmiq deivAnas shall specfy the option bons selected and shall specify the heating-Bquipmerit type and shall show the location ofthe hestim and -w*ling tguipeneqkI and ail xne ducwiwk. 1p4're Pam - Singe ramfy 2M VYGS1111%gM Nte t Wg!(CDd*-R 6 2018 Washington State Energy Code - Resrdential Prescriptive Energy Code Compliance for Ali Climate Zones in Washington Single Familv - New & Additions (effective February 1, 20211 vefsian 11.1 These requirements apply to all IRC building types, including detached one- and two-family dwellings and multiple single-family dwellings (townhouses). Project information Contuct In farmati_on 20224 83RD Ave W, Edmonds WA 98026 Steven Tenure and Jamie Kahn 20224 83RD Ave W, 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 R406.2„ Fuel No Up aIization Credits and 406.3 - Energy Credits. Authorized Representative Pate 109/04/2022 All Climate Zones Table R402.1.1 R-Value a U-Factor a Fenestration U-Factor r n/a 0.30 Skylight U-Factor a n/a 0.56 Glazed Fe nest rat ton SHGC be n/a n/a Ceiling P 49 9.026 Wood Frame Wall L"' 21 int 0.056 Floor 30 0.025 Below Grade Wall c,h 10115/21 int +TB 0.042 Slab df R-Value & Depth 10, 2 ft n/a R-values are minimums. U-factors and SHGC are maximums. W hen 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-values ecffied in the table. b The fenestration U-factor column excludes skylights. '10/15/21 +STB" 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,r shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation orthe interior or exterior of the waif, "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 Q extends over the tap plate of the exterior waif. 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 fs used, It shall meet the requirements for thermal barriers protectfing foam plastics. For log structures developed in compliance with Standard ]CC 400, log walls shall meet the requirements for 9 chmate zone 5 of ICC 400. ant. (intermediate framing) denotes framing and insulation as described in section A1Q3.2.2 including standard h framing 16 inches on center, 78%of the wall cavity fnsulated and headers insulated with a minimum of R-10 in5ulation. Prescriptive Path - Single Family 2018 Washington State Energy God e-R i 2019 Washington Stare Energy Code - Residerrbef Prescriptive Energy Code Compliance for All Climate Zones In Washington Single Family -New& Additions (effective Febm2ry 1, 2021) Table 406.3 - Energy Credits (Single Family) ❑ ption Description [nabs: SF S. EFFICIENT WATER HEATING OPMO iS Only one option from Items 5.2through 5.6 may be selected intHs category. Item 51 may be combined with aFTV option.. 1A drain water heat recovery units) shall he instailed, which captures waste water heatfrom all I !and only the showers, and has a minimum efficiency of 40% if installed for equal flow or a iminimum efficiency of 54% if installed for unequal flaw, Such units shall be rated in accordance 5.� with CSA 855.1 or IAPMO IGC 346-2017 and be so labeled. 0 5 i o, 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. Waterheating system shall include one of the following: 5 2 O.� Energy Star rated gas or propane water heater with a minimum UEF & 0.80, s Wafer heating system shall include are of the faflawing: :Energy Star rated gas or propane water heater with a minimum UEF of Ci91 or Solar water heating supplementing a minimum standard water heater. Solar water heating will :provide a rated minimum savings of 85 therms or IWO kWh based an the Solar Rating and lCertification Corporation (SRCC) Annual Performance of 06-100 Certified Solar Water Heating ISystems or 1`0 :Water heater heated by ground source heat pump meeting requirements of Option 3.3. ETo qualify to claim this credit than building permit drawings shall specify the optlan being :selected and shall specify the water heater equipment type and the minimum equipment efficiency and, for solarwater heating systems, the calculation of minimum energy savings. -et..,o -F-7R. €lectric heat pump water heater meeting the standards for Tier I of NEEA% advanced water :heating specification or 5.4. For R-2 Occupancy, electric heat p Limp water haeater(s), meeting the standards far Ter I of NEEA's advanced water heating specification, shall supply domestic hat waterto all units. If ione 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 1Water heating system shall include one Df that following= Electric heat pump water treater (meeting the standards for Tier III of NEEA's advanced water heating specification or 5-5 �Fer R-2 Occupancy, electric heat pump water heater(s), meetirxg the standards for Ter IIC of :NEEA's advanced water heating specification, shall supply domestic hot water to all units. ff lane 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. Water heating system shall include one of the follawsng- iElectric 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 `.maaet Section 4, requirements for alt units, of the NEEA standard Advanced Water Heating Specification with the UEF noted above or 5.6 For R•2 ❑erupamy, electric heat pump water heater(s), meeting the standards for Tier lit of INEEA's advanced water heating specification and utilizing a split system configuration with the lair -to -refrigerant heat exchanger iacated outdoors, shall supply domestic hot water to all Iunits. If one water heater is serving more than one dwelling unit, atl hot water supply and red reutation piping shall be insulated with R•9 minimum pipe insulation. S s 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 Pff dency, Rev. 1027-22 Presmplive Path - Single Family 2018 Washington State Energy Code-R 1.5 1.D 2.5 8 2018 Washington Stare Energy Code- Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington 5itlgle Family - New & Additions {effective February 1, 20211 Each dwelling unit in a residential building shall comply with sufficl ant options from Table R406.2 Ifuel 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 l3welling Unit: 3 credits Dwelling units less than 1,51D4 sf in conditioned floor area with less than 300 sf of fenestration area. Additions to existing building that are greater than 500 sf of heated floor area but less than 1,500 sf. 2. Mediudn Dwelling Unit: 6 credits All dwelling units that are not included in #1 or 93 3. Large Dwelling Unit: 7 credits Dwelling units exceeding 5,D00 sf of conditioned floor area 4. Additions less than 500 square feet: 1.5 credits All other addif+ons shall meet 1-3 above More selecting your credits on this Summary tahle, review the details in Table 406.3 (Single Family), on page 4, Summary of Table R406.2 and 40G.3 Heating Credits - select ONE O tions Fuel Normalization Oeseriptions heating option user Notes R Combustion heating minimum NAECAe 0.0 Ex] 2 lHeat pump` 3 Electric resistanre heat only - furnace or zonal 1-0 I ❑ -1.0 ❑ 4_FbHPwith zonat electric resista nce per option 14 0.5 U 5 I All other heating systems -1.0 El Energy options Energy Credit option Description,$ P Credits - select ONE energy opt lonirtlmeach category_ 1.1 Efficlent Building Envelope 0.5 ❑ 1.2 Efficient 9uiWng Envelope 1.0 ❑ 1.3 Efficient Building Envelope _ 0.5 IA Efficient Suikfing Envelope 1.0 ❑ 1.5 Effidont Building Envelope 2.0 ❑ 1.6 Efficient Building Envelope - In j 1.7 Efficlent Suilding Envelope 17; 0.5 ❑ ZA Air Leakage Control and Efficient Ventilation O's 2.2 Air Leakage Control and Efficient Ventilation 1.0 ID Z.3 Air Leakage Control and Efficient Ventilation 1.5 ❑ _ 7.4 Air Leakage Control and Efficient Ventilation 2.0 ❑ -31' High Efficiency HVAC 1.0 [� 3.2 High Efficiency HVAC 1.0 ❑_ 3-3' Nigh Efficiency HVAC 1.5 ❑ - - -- High Efficiency HVAC IS ❑ 3.5.1 High Efficiency HVAC 1.5 ❑ 3.5.2 High Efficiency HVAC 1.5 3.6' HighFffidentyHVAC ❑ 2.0 �]- 4.1 High Effitiency HVAC bistribution.sysww 0.5 �] 41 High Efficiency HVAC Distribution SWem ❑ 1-o. ❑ Prescriptive Path - Single Family 2018 Washingfnn State Energy CodeR 2 2019 Washington Stare Energy Code - Residenriol Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New & Additions (effective February 1, 2021) Summary of Table R406.2 tWnt.j Energy Credits- select 4NE Energy Option Descriptions (cunt.) energy option from User Notes Options each cate or e 5.10 Efficient Water Heating 0.5 ❑_ 5.2 Mcient Water Heating 0.5 Q 1 �1 5.3 Efficient Water Heating 1.0 ❑ 5A Efficient Water Heating 1.5 ❑ 5-5 Efficient Water Heating 2.0 El 5.6 Efficient Water Heating IS ❑ 6.1` Renewable Electric Energy (3 credits mace) 1.0 7.1 Appiiance Package 0.5 Q rorerrtr}drs 2.o Catcu�reTofal alearForm a. An alternative heat!" source sized at a maximum of t7.5 W/sf lequivaient) of heated floor area or 504 W, whichever is bigger, may be installed in the dwelling unit. h. Equipment listed in Table C4013.2(4) or C403.3,2(5} c. Equipmentlfstedin -table CR03.3.2l11orC403.3,2(2) d_ You cannot select more than one option from any category EXCEPT in category 5. Option 5.1 may he combined with options 5.2 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 W6.2 for all requirements and option descriptions. f. itse the single radlobonen in the uppa i right al the stand column to desrteet radlobuttom in that grcuis. Please print only pages 'I through 3 of this worksheet for submission to your building aificial. Building Officials Only Prescriptive Path - Sirkgle Family 2018 Washrngfm State Energy Code-R 3 5ft2 Studio Architects 2625 Northup Way, Suite 100, Bellevue, WA 98004 info@5ft2studio.com www.5ft2studio.com 20120172 REGISTERED ARCHITECT PEEK LI PAN STATE OF WASHiN TON 10.06.2022 20224 EDMONDS 20224 83RD AVE W, EDMONDS, WA 98026-6728 BUILDING PERMIT **ALL EXISTING AND NEW DIMENSIONS VERIFY IN FIELD** NO. DESCRIPTION 1 Revision 1 RESUB Jan 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 12/2/2022 10.06.2022 COMPLIANCE ENERGY 1 A6.2 10 ref Lin C') 0 C) N CD N Shaodd HE A 71 N G & A r R CON D 1 7 1 0 Ll I H G 17-ia°2y 1�1�4' � •� r 2' DIAMETER ,$ OUTSIDE AIR 71'8' D IA HOLES ELECTRICAL CONNECTION 7-1 4-9/16�� 3/4" 9-112 �1 6" I f� { f r 4 f 8/4' 28-1/4e 2 -11T 1-719' X7&'SLOT K0. CONDENSATE DRAIN 24 1 ' (FOR HORIZONTAL) x IL 3-1/4" AUH1 B0 0-SPEC-lA U pfIow I Horizontal Direct or Non -Direct Vent Gas Furnace 28-1/2" 19-5/8" A U H 1 B060A9361 A 1 a2' .. 2' DIAMETER FLUE CONNECT 2-1/4" 2-1/8' 1 /� 1 /2' I S-�a 4- 40" I 19-112" w � 7'-? 1' ,,11GSA1',SCONNEC7I0N ' DIA. HOLE 1-11S.O. CONDENSATE DRAIN (Rt. Side Alternate 0' DIA. KO. 'ELECTRICAL CONNECTION (ALTERNATE) 1-1,7 DIA. K 0. GADS CONNECTION (ALTERNATE) FURNACE AIRFLOW (CFM) VS. EXTERNAL STATIC PRESSURE (In. w.c.) MODEL SPEED TAP 0.10 0, 0 0M 0.40 0.W 0M 0.74 020 MOD 4 -HIGH - Black 18-9 f313 12e4 12014 1144 1079 1004 919 012 'UH1 B06CA9261A 3 -MED.-HIGH - Blue 1232 f ig9 1161 1116 iCG6 1004 994 652 744 2 -MED.-LOW - Yellcw 1o77 1094 1027 994 959 904 045 768 666 1 -LCW - Red 926 915 996 971 636 792 799 1370 570 '= First letter may be 'A" or ' CFM VS.TEMPMiATURE RM MODEL Cubic Feel P*r MGsuh (CFM) 70D 8fl4 f3U0 10DD 11f]G 1i00 1iI 1AI04 1 1500 low 'UHIDDGUAOMA 69 ES 40 44 41 3B � First letter may be "A' or'T' 0 2009 American Standard Heating & Air 0DWHioning r4aviem N P E Series Tanl l ess ))Outer Heaters Premium Condensing Specification Sheet Ta nkiess Gas Wo ter Heo ter • Certlfie.d de& Ign according to ANSE Z21.10.3XSA 4-3-2013 St3nda34ds for both 1 indoor or ou ADw Installations (with optional Outdoor Vera Kit) • Cmnpatlble with 1 j2 pd up tau a length a>,f24 ft* {pare�raxahem1R�a nora38s� RAff•_•yej +Cempatlblt wJth rPVC vent up tau fro ft;* emd 150 ft** using{ 3' F W Yen# (-waha.: dbowr;j - Cas IrTmt Ranges NPE-150 - 12O 000 to IELWO HT -M pagna#rs - Up NPE-180 - 150 JBLDO to 15J O BTCfh Infa rnWan . } - C rrar NIFE-210 - i80d000 to 19,900 BTllh NPE-24d-199.9W to 19,900 01 Uh Fast � - POW OWOFF • Hot Ware' Fiaw Raw Capadly gtox*e cm35`F �rtncxe YaeJ NFE-1 g0 - iL2 -GPM NPE-180 - R4 GPM R11ilt-hi Cofr#r-al Panel MPE-210 - 10.1 GPM MM' h1PE-240 - 11.2 f1PNJ wirh Dia�rrostic5 Meek Desiglr-CORPparilrle wJtJh . Dual Primary and Secondary less Steel Heat 2 'PVC Vel7tared 112"-Ga05 Pipe Exclsa rage rs FD r qAl ryLuin effJclency and dwLaNlity •Built-in fiats l Panel-alknn adjustment of tompeiatur* settings artd displays the arperati ng status and enz r codes ` •, 1fr-dcor-and 0fadavr • CjPffJ&1Mff1 Terhnolugy -'A' model coi-w Included with FYtl�a ven6ag op6o F5 bulk-im0-5gAlonBuffaerTaAand RerLrculatLon P`LmtpWpnavide p maximum ownfo rt ` I' h9 _ F OUdoor .INTELLMGJsNTPYeheattng -recar ntPeshotwaterusagepatterns Waal) tointelllgettlyprovldeTwnwaterwhenneeded{opiuwr Earns-wwmsp .TemperatureOpt Ions - auallableteinperaturesettlr,pFor Rebdern6alappllcatlons I'ange From 98°Fupto 14,0'F wJthhlgh tend}erffiuTel-e7mat'lercRl modecapahle ol'upto 2$2'F - •Re dy-LinkMLAti-System-up to16unitscan bec3scaded ' together forirxreasedhotwatel'production WnairedtVent (IndoorJ Nan -Direct Vent ai}utdoora • Reduced pressureloss for maxis,,umhotwrawroutput DiractVsntrindoorl . Easecf hiatota=narxeand Servbae- allo n for quick removal and s Irnple oepairs to watem ay atrinpmee= such as the pmnp, waiter adjLk&UY*ntvalue. arad ?,way %alve +� • Freeze Prate orlon - maintainsnormal operation duringfreexing amble nt ta-mperatunn down to -59'F fstmdard on all rno&ls) rrp •Iftiforrn 6aergyFaetaur iar*shffHcmaipuwu NPE-11MA 210A 4DA-0-96 LIEF P.97 EFfor Car&] r ' NPE-150S-fl_96UEF (8-97 EFfnu' Canada) NPE-160SI210Sf24-OS-0.97TIEF (0.99EF'far Canada) Compatible with Natural Gas(NG) and Props a (LPG)*" ice*xqiwurya4maw@r:sn "71 jbbName: . Apptrovedfar Instaa➢ations on kEolsilejk&Tmufwtured Haines Locatmm .CertifiedbyCSA,111SF S,AHR1, k81953CALowrid.. SCAQND Englneer: -rr rr_rr�rr,. fRade11462FrypeY-Grmpffesw1a14nag or2.0PAMNOx-@3%02) molescder:,- • 15-Year Heat Exchamprand 5-Year Parts Warranty fJ3,e dentJalr*" ContrucWr: -, &Year Heat Exchan gerand S-YearParltWarranty (ComlrmmiaD"" MadelNti. tTM seeYa%l m M,strd Warma dyy ,Submitted to, . O pLI D nal auesso rtes a iw avallahlae [Sale hafowj M I Q rnatoC*imnJlor F}YrmbFrVrhoSa(314) CandarxataNcutrallaor �adTtlnk 3'VrruFarmtrrarti*nCrpx NA-1aDU ?30UQ9373✓4-LeadFreel QGX [rlN2-SirpcjaUniry CanrnunkatlanCrbra *Uk%=Vawd4n PMrnaFi'uxVW1M andMQrrRF argaa YRAI {300IMIA-far Pi €ou,erl "'X4A413i#- niisl : 0009461 pOG1CGt14Ap IC,I(104001319h 1GXX3d73M � (G.WilYiC4133S-UptD1fitalfiUnitsJ General Data o TYPE Upilcaw 1 Horizontal VENT PIPE DIAMETER - MFI. (In.PT - - - - -2_ Round.. RATINGS MMFI InpLft BTUH 60.000 Type -Fired Alum. Steel C acity BTU TICS Q 57.000 -Unfired AFUE 95.0 Gauge (Fired) 20 Se ORiFIC - Main BLOWER DRIVE DIRECT Nat.Gas. Qty. - drill Size 3-45 Diameter -Width (In.) 10x 7 LP. Gas Qty. - Drill Size 3-56 No. Used 1 Redundant- Single Stage Speeds (No.) 4 PILOT SAFLTT DLMCE CFM vs. in. w.g. See Fan Performance Type Hot Surface I nition Motor HP 113 - Multipart InsE R.P.M. 1075 Number 3 Volts''PIVHz 115dirfi0 POVVER CONN. - v1ph1Hz 115."1160 COMBUSTION FAN - Type entnfugal Arnpacity (In Amps) 9.2 Drive - No. Speeds Direct - 1 Max. Overcurrent Protection (amps) 15 Motor HP- RPM li55- 3450 PIPE CONN. SIZE (IM) 1{2 Vults?PNHz i i S11r6o DIMENSIONS H x W x D F.L. Am s 1.76 Crated (In.) 41- 3 4 x 19-1,2 x 3CL1{2 RLTE3 -Fum o Uncrated (In.) 40 x 17-1..2 x 29 Type Recommended High Velocity WEIGHT Hi Vol. i:No.-Size-Thk.) 1 -17x25-tin. Shipping (Lbs.)lNet (Lbs) 150? 140 No tea Central Furnace heating designs are certified by AGA and Cak .For U.S. applications, abm-9 input ratings (BTUH) are up to 2.000 feet dwale 4% per 1.000 feet for elwations above 2.000 feet above sea level. For Canadian applications, above input ratings (BTUH) are up to 4,500 feet, derale 4% per 1,000 feet for elevations abase 4500 feet above sea lex+el. 0 Based on U.S. gavenrnent sarrdard tesb. 4 The above swidng specificabons are in accordance with Natinnal Electrical Code; !-"-ever, instadtions must oxnply with local codas. PaW to the Vent Length Table in the Inalallere Guide or the Allowable 'Dent Length label located on the furnace. 4 Al *UH1 fumace mad6la have a vent cutlet dim Fr bt r that eq.rals 2'. Mechanical Specifications NATURAL GAS MODELS -Central heat- ing furnace designs are certified by the American Gas Association for both natu- ral and L.P. gas_ Limit setting and rating data were established and approved un- derstandard ratingconditions usingAmeri- can National Standards Institute standards, SAFE OPERATION - The Integrated System Control has solid state devices, which continuously monitor for presence of flame, when tha system is in the heating )node of operation_ Slow opening, dual solenoid combination gas valve and regu- lator provide extra safety and quieter op- eration. QUICK HEATING -Durable, WIetested, heavy gauge aluminized steel heat ex- changer and stainless steel secondary heat exchanger q u is My transfer ove r 90 of the heat to provide warm conditioned air to the structure. Low energy power velrt blower, to increase efficiency and provide a positive discharge of gas fumes to the outside as it draws outdoorair in for sealed Combustion, which means It uses no in- door air for combustion. Since Amerlan SlaMiLrd Haadrg ai At C"Idoninghoea Poloyoioonihuoueproduclandproduddeta Improvement It resenastrs rlahtlo change epecllcailonsanddeelgr Wthoui nolce. Technical Literature - Printed in U.S.A. American Standard Heating & Ai r Cond itioni ng 6200 Troup Highway Tyler, TX 75707 BURNERS - Multi -part, in -shot burners will giveyears ofquietand efficient service. All models can be converted to L.P. gas without changing burners. INTEGRATED SYSTEM CONTROL - Ex- clusive lydesigned operational program pro- videstotal control offumace limitsensors, blowers, gas valve. flame control and in- cludes self diagnostics for ease of service. The built - in, selectable "Cooling Fan Off" feature provides time -delay capability like a RAY24 O45 Time -Delay Kit for cooling operation. Also contains connection points for E.A.C.!humidifier. AIR DELIVERY-Themultispeed, direct - drive blower motor_ with sufficient airflow range for most heating and cooling re- quirements, will switch from heating to cooling speeds on demand from room thermostat_ The blower door safety switch will prevent orterminate furnace operation when the blower door is removed_ (Fan relay and 35VAcontrol transformer is stan- dard). mNavaeN Premium Condensing Tar kless Gas Water Heater Drlllliilei0918 CDnrdctkm nma aurPmlm mr 6chaiat Qswnt Or FIrt74rmr9utl rt 931#' FWnakdonlnkt• 0er4' Caldl6trmrlolut 9314' Gu In{rt d".14' mndWOWaadd etVr 'x.-6k-y STYLING - Heavy gauge steel and ..wral round" cabinet construction is used in the cabinet with baked -on enamel finish for strength and beauty. The heat exchanger Section of the Cabinet IS com- pletely lined with foil -faced fiberglass insu- lation. This results in quiet and efficient operation due to the excellent acoustical and insulating qualities of fiberglass. FEATURES AND GENERAL OPERA- TION - These High Efficiency, Direct Vent, Condensing Gas Furnaces employ a Hot Surface Ignition system, which elimi- nates the waste of a constantly burning pilot. They are convertible for HORIZON- TAL Ilse by rotating the unit to its left side. The integrated system control lights the main burners upon a demand for heat frorn the room thermostat. Complete front ser- vice access. a_ Low energy power venter. b. Vent proving differential switch. Library Un nary Product Section Furnaces Product Fla mace Model Literatura Type _AUH1 Subrniftai Sequence - 0 06M _Date No_ _ AUH1e060A-SPEf_1A 14ZLis _File Supersedes AU HI 9060A SPE1 N P E Series Tank1ess Water Heaters Specification Sheet SpeCfta110rt8 MEn I filP&ISim NFE-i&M ' NP&tBoS NPE-MA NK-31a6 #F€24bA I NPE-3a45 HeEd Natural Gas 1 eAco- lsm(-15vw 9TU1H 19_cj419o470 911J/H 19,40Cr199,9I'i0 ETUiH f-apadtY 12DA0 Propane Gas 15�d0 f50,0or�$FU�4J S1F x)-iEVo0MU;H 1g,0159,'XoBTUAt 4nm BTUM f id_cy _ UE ' Nr.au3 'aW OS6 497 Q95 Q97 IftlNG Q97 llalfogs E= Cacrad VcrNGiu$ a97 a9R OL99 497 o99 Q97 099 35T(1910TemVRise &H GM EL4GPht�31t}n-il 1U.16GPM(36Unil IIJGPIK(42Lhn) f1711iY1 f5 vaTov Rise �L UrPPAr6 trN 7AGRMC3GLAg4 li7GPM(33UmI 3.2GPM 43GPM -uGPM so.GRM S2G.M S6GPIA &7dYl {1� Lhrd IN Urn) (16 UmI (19urn) CMLAT1 Q1 Una (N Lim) 01imFisloni 1721TI jx27AWx13,211](1 might 5511]s 751bs 167ibs 611bs .75111s I 8241ts 751bs fi25b41 0 LDS) 07bg) 0 (37kg) 0 ln4a#atiomT pe _ IndowEifOddoorWall-Hung ldanting_T Forced Draft Direct Vlsnt Ignition 9actronic Ignition 1VaterPresarre __ 1 15-15o Psi Natural Gas Supphl Pressure &SinW-1CoinWC (from source) Propane C,as Supply Pressure ir+FnMYC13kaWC (from source _ NaturalQEManffaidNewwe (min-mmob -GA4lraWC- 4MWi%U-4.641nWC -C36inwc _CU)51r4WC-Hb961aWC _MkkVjC--0661rWC _ _ Propane QnMni< ftessure _QA4*WC- 405 in%U--,SO in WC _W*iRWC__GM1rtWC -0,1*1nVJC-4261nWC (r do -ma* fis#2 in Vic Minimumf-cwRate_ 45GPM ONtftk<Q01GPM6.04UINaptiaFFasr�A'madeh' 61dWriwlnle.t V4 nNPT Connection 5ker, HotWrter4LJtkt 314inHPT Gas Inhl•t 314 In NPT Amer Main 5upp-ly 12WAC.6*k 3kwl� Maaumumparrer Consumption 2Gti21I(RIuz%3541Ythw4Nwltherterrelpurnpconmded Cesing Cold f idled Carbon 9ted NkFberfels Pair yffeat 6e#arFgenStal kmSted Heat Bmtsngers Exhaust .SeoondaryHeatEaachaF r. SnImless Rea 2"or3' PK, CPVC, Polyrproplrlene�"- 7'ors'5pPcWC.m*ntTryWHHljhs51GAffi I kdalte Tors NC.CWCL Po"ro Wsae 7''6FY 5pededQs *rtType f1H (Class lf,A AKI Yemck4arenas #'toaornbustibles _ Sarety FlanaeRo APB IgaftionOperationDetactor,WetErTemperatua2#F§hDmitSwitcfr,EdL3ustTemperatur HFgh1]rnit5erraoR Devices Paver Surge fuse %mdaM rar'SL'an adch "fijowdim an apltcrraf AddkkQnf aostyy use wWaf awn4m mia4ra i� QSLflF4 r ONOL4 aondenft, "-ntolinterf Ware he"r(s} shallbe dEPAT mea rNPE Sales models as maavyfaera rm hymaifdL Inc and are 03TVad hY1XA Groh to the ktestedldmi4AAN)SlnrdordE2!_1d21aA4.&Weserhe ofsjshall harm a19-yuvb'ar&edNeatErd6mga%wrmn4rad5-yearffmljWPwtswaraFLyf&yearNarj Enrhwwranna 5jeff Parts far ramamdal a►aej paNavkn Llno-itai WarAwity Ek1Ji(Sj shag be deslgased m baa'a n0lralg0 ad aaan be far amewffh AFOPAW what a Field Canvasbind'khhtsrmm"WaterheaWsj:M&IhaveanomNsdjlawr"a*wAyq' GlUMI PHatSTUAr.Wadr. hara(sj shah beuaaced with 2" PVCXPVCvaW Npear a dfSr3mr rwt to euxaaw Wegadumlentj w th eaah eme w eque m &'ofplpeleaVpYt ar 3' PiW1CPVC V&V pipes a dl rWA a of150,(0regafiftW1 ttjwkhemitemawegndw5'efplpeAerlgrhWsa-hemwirft)&=aifar156PSIuaaAftwarerpmsmwand&WP91resrpresmmCDssalMdYL prarmweshall be3S"ro 1d.5' WCfar gas and "'to 13.ar K C JEarpnNww_ Lwf fsj shall hom a s d aim dualsraNiris soa,el heat etduniga-4 am prarrbraf haxrner, rW p gm vex; ' alp a4314'brvssapparhyaf"galiansjbrdWNP9-150416 gffatfar94NPE-IM1medal(079010 sforAlP&18a?Saead41-2gaCatjWtheNP14,2JiM1NP9-240Arra&h(&YatdA.9gadomfarAP921dSw&NP9-2 'models respmMift ebyj. arnda amdenraemll"ar. The NP91 &K made! umlghM 59 ins, rheNPJ4-Iffid made! )oaths 75 Jhs' (NP& I&d weighs 67 Ast, andrheNPE,216A/Ag1F•24d4 srardekweigh82)&[NPE-210SardAlP&24ASwdgh7SJ5Sj_LW4fs}shallbrdhrdefrata wmrdtasarathbh&%.i Land amperalTe owomfrom W126 *F ki r°FjhbNvalA�nd12r14O*PfinPPhthn'd's The mdift}AuPlhrdm&addrrffam hmpervzrreapri>ittsafl5&J8&F/n10'Fr 81trua4 atd182'Fforhth Wnperabeream mff&daWaghmaAffNPH SM'maidsdulbnda kanM mTnddwaimrlonp&WandGSgalim baffarark Fhewaterheat`Ierfsjshag beembWkel by an hnterAd clrrayfrhwoard rhatnhwVb rs ri ehddr arwfoacktrawpawrwo wfain kLvafaad dw7r lswn, sembng arhd ea UWJftW jhuw rake W setpolanrraro-pemare oath afr1iid ras# o canes In order rb malAwki sk and amwbwdan igWandy life t(sj Shankwhi a saJP JieanereSsa>rJt aSjimme sensor s}saarq, bth Hm8 senses:, aaarhamr p revatrbn da*efi- NwA&-lain al o* ad jinn mna-rz a a doen derav- AbkP2 effem (msmdejapp lY"k s rhsregiUm 2 m 16a ntry Shag he laestalkdby auwrecrhlg flee wd= aft anbhmm1v wmdmtbw (1Rat>r!y-UnN. The wm9rh"ar(s)exwak rhaanaW ej7dakyragLOwni nts gfdSMiAE 901-2M 3 adis b'swdby SCAQMD mie I M2 "e1)far low NdY Char bunp1fm ivnA !4 > ar2U pp tra Altltir regeifrerrea� f 346 - 'Navlen reaberr� tbaea'�hf rfa abogle arts ar mr�rive 1r�hoaprJbraarlpe NS*im6 kr, 20 G=dyear, Irvine; CA9F2610 Ph- 04%al2G411420 Faoc (M*42&G4r30 wwwLNRYlen.coan flee. W S 5ft2 Studio Architects 2625 Northup Way, Suite 100, Bellevue, WA 98004 info@5ft2studio.com www.5ft2studio.com 20120172 REGISTERED ARCHITECT PEEK LI PAN STATE OF WASHIN TON 10.06.2022 20224 EDMONDS 20224 83RD AVE W , EDMONDS, WA 98026-6728 BUILDING PERMIT NO. DESCRIPTION 1 Revision 1 R7GM1:1 RESUB Jan 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 12/2/2022 10.06.2022 COMPLIANCE ENERGY 2 A6.3 0 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. DESIGN LOADS LIVE LOADS: RESIDENTIAL 40 PSF SNOW 25 PSF EARTHQUAKE LOADS. - SITE CLASS SHORT PERIOD SPECTRAL RESPONSE (SDS) ONE SECOND SPECTRAL RESPONSE (Soy) OCCUPANCY CATEGORY SEISMIC IMPORTANCE FACTOR (IE) SEISMIC DESIGN CATEGORY BASIC SEISMIC FORCE -RESISTING -SYSTEM RESPONSE MODIFICATION FACTOR, (R) SEISMIC RESPONSE COEFFICIENT (CS) WIND LOADS: ULT. BASIC WIND SPEED (3 SECOND GUST) EXPOSURE KzT SPECIAL INSPECTION D 1.033 0.560 1.00 D WOOD S. W. 1.5 (URM) / 6.5 (WOOD STUD) 0.689 / 0.159 100 MPH B 1.00 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 BYA 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. • 1,500 PSF (ALLOWABLE BEARING PRESSURE) • 35 PCF + SURCHARGE (ACTIVE LATERAL PRESSURE) • 200 PCF (PASSIVE PRESSURE) • 0.35 (COEFFICIENT OF FRICTION) 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 VERIFY ALL UTILITIES WHICH MAY BE 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 DENSITY AS 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 OF ALL FOUNDATION WALLS EXPOSED TO EARTH PER ARCHITECTURAL SPECIFICATIONS. r'nAlr'RFTF 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 OF APPROXIMA TEL Y 150 PCF CONCRETE STRENGTHS AT 28 DAYS (fc) 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. 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 A 185. PROVIDE WELDED WIRE FABRIC IN SHEETS WITH 12" LAPS AT SIDES AND ENDS. REINFORCING STEEL SHALL BE DETAILED TO INCLUDE HOOKS AND BENDS IN ACCORDANCE WITH ACI SP-66 AND ACI 318. DEVELOPMENT LENGTHS AND LAP SPLICES SHALL BE PER THE SCHEDULE. MECHANICAL SPLICING OF REINFORCING BARS, IF REQUIRED, SHALL BE BYAN ICBO APPROVED SYSTEM, 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. REINFORCING SHALL BE PLACED AND ADEQUATELY SUPPORTED PRIOR TO PLACING CONCRETE. WET -SETTING ITEMS IS NOT ALLOWED WITHOUT PRIOR ENGINEER APPROVAL. BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL NOT BE FIELD BENT UNLESS APPROVED BY THE ENGINEER. REFER TO ACI FOR PLACING TOLERANCES AND OTHER REINFORCING STEEL REQUIREMENTS. DEVELOPMENT LENGTH AND LAP SPLICE REINFORCING DEVELOPMENT LENGTHS AND LAP SPLICES SHALL BE AS FOLLOWS. ALL LENGTHS ARE IN INCHES BASED ON GRADE 60 REINFORCING. CONSULT ENGINEER FOR OTHER GRADES OF STEEL. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW THE BAR. 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. SEE ARCHITECTURAL DRAWINGS AND MECHANICAL DRAWINGS FOR EXACT SIZE AND LOCATION OF OPENINGS IN CONCRETE WALLS, FLOORS, AND ROOF. UNLESS INDICATED OTHERWISE, REINFORCE AROUND OPENINGS GREATER THAN 12" IN ANY DIRECTION WITH (1) #5 EACH SIDE AND (1) #5 x 4'-0" 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. 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 UNO. STRUCTURAL STEEL ALL STRUCTURAL STEEL WORK SHALL BE PERFORMED IN ACCORDANCE WITH AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" AND AWS D 1.1 "STRUCTURAL WELDING CODE- STEEL". STEEL SHALL BE FABRICATED AND ERECTED WITHIN THE TOLERANCES DEFINED BYAISC. STRUCTURAL STEEL MATERIALS SHALL BE AS FOLLOWS: • SHAPES SHALL CONFORM TO ASTM A992, Fy = 50 KSI. • PLATES, ANGLES, AND RODS SHALL CONFORM TO ASTM A36, Fy = 36 KSI. • STRUCTURAL TUBING SHALL CONFORM TO ASTM A500 GRADE B, Fy = 46 KSI. • STRUCTURAL PIPE SHALL CONFORM TO ASTM A53 GRADE B, Fy = 35 KSI. • BOLTS SHALL CONFORM TO ASTM A325-N (USE 5/8"0 MINIMUM UNO) • ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 GRADE 36, Fy = 36 KSI. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS IN ACCORDANCE WITH AWS AND WABO REQUIREMENTS. USE 70 KSI LOW HYDROGEN ELECTRODES APPROPRIATE FOR THE MATERIALS BEING WELDED. IF NOT SPECIFIED, MINIMUM WELD SIZE SHALL BE PER AWS D1.1. WELDING OF REINFORCING 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 MINIMUM CONCRETE COVER ON REINFORCING STEEL SHALL BE AS FOLLOWS: • JOISTS DOUG-FIR #2 • 4x OR SMALLER BEAMS AND HEADERS DOUG-FIR #2 • CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" • 6x OR LARGER BEAMS AND HEADERS DOUG-FIR #1 • CONCRETE EXPOSED TO EARTH AND WEATHER: POSTS AND TIMBERS DOUG-FIR #2 #6 BARS AND LARGER 2" #5 BARS AND SMALLER 1 1/2" WOOD FRAMING SHALL BE KILN -DRIED TO A MAXIMUM MOISTURE CONTENT OF 19%. ALL WOOD IN • CONCRETE NOT EXPOSED TO EARTH OR WEATHER: CONTACT WITH CONCRETE OR MASONRY, OR EXPOSED TO EARTH OR WEATHER SHALL BE PRESSURE SLABS, WALLS, AND JOISTS 3/4" TREATED IN ACCORDANCE WITH AWPA STANDARD U1 AND M4 FOR THE SPECIES, PRODUCT, BEAM/COLUMN TIES AND STIRRUPS 1 1/2" PRESERVATIVE, AND END USE REQUIRED. GLUED LAMINATED TIMBER SHALL BE MANUFACTURED AND IDENTIFIED IN CONFORMANCE WITH ANSI/AITC A190.1 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. PRE -MANUFACTURED JOISTS, BEAMS, AND TRUSSES PRE -MANUFACTURED JOISTS, BEAMS, AND TRUSSES SHALL BE SIZED, SPACED, AND DETAILED TO MATCH THE LOADING AND DIMENSIONAL REQUIREMENTS INDICATED ON THE STRUCTURAL DRAWINGS. TRUSSES SHALL COMPLY WITH IBC 2303.4, I -JOISTS SHALL COMPLY WITH IBC 2303.1.2, AND COMPOSITE BEAMS SHALL COMPLY WITH 2303.1.9. THE MANUFACTURER'S DESIGNER IS RESPONSIBLE FOR CODE COMPLIANCE AND SHALL PROVIDE SHOP DRAWING AND CALCULATION SUBMITTALS AS SPECIFIED. ENGINEER AND BUILDING OFFICIAL APPROVAL IS REQUIRED PRIOR TO FABRICATION OF PRE -MANUFACTURED COMPONENTS. REFER TO THE DESIGN LOADS FOR BASIC STRUCTURAL LOADING REQUIREMENTS. REFER TO THE ARCHITECTURAL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR ADDITIONAL LOADING AND OPENING REQUIREMENTS NOT SPECIFICALLY NOTED ON THE STRUCTURAL DRAWINGS. DEFLECTIONS SHALL NOT EXCEED L/480 FOR LIVE LOADS OR L/360 FOR TOTAL LOADS UNLESS APPROVED IN WRITING BY THE ENGINEER. ALL TRUSSES WITH A DEPTH EQUAL TO OR GREATER THAN 24" SHALL BE DESIGNED FOR A BOTTOM CHORD LIVE LOAD OF 10PSF, NOT APPLIED CONCURRENT WITH THE TOP CHORD LIVE LOAD. PROVIDE TEMPORARY BRACING UNTIL SHEATHING AND PERMANENT BRACING IS INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. THE MANUFACTURER SHALL PROVIDE ALL SPECIALTY ITEMS REQUIRED FOR A COMPLETE INSTALLATION OF THE SYSTEM (INCLUDING BUT NOT LIMITED TO FULL DEPTH BRIDGING, BLOCKING, WEB STIFFENERS, AND PRODUCT SPECIFIC CONNECTORS. 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 "0 x 2 112" • 10d = 0.148"0 X 3" • 16d = 0.162"0 x 3 1/2" 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 SHANKAND 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 1/2"0 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 0 16" OC. REFER TO PLAN NOTES FOR TYPICAL HEADER SIZES NOT SPECIFICALLY CALLED OUT. ALL HEADERS SHALL BE SUPPORTED BYA 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 DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE ARCHITECTURAL, CIVIL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. REFER TO THE ARCHITECTURAL DRAWINGS FOR ELEVATIONS, SLOPES, NON -BEARING WALLS, STAIRS, CURBS, DRAINS, RAILINGS, WATERPROOFING, FINISHES, ETC. REFER TO THE ARCHITECTURAL, CIVIL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF PIPES, VENTS, DUCTS, AND OTHER OPENINGS NOT SPECIFICALLY INDICATED ON THE STRUCTURAL DRAWINGS. CONTRACTOR SHALL VERIFYALL DIMENSIONS AND FIELD CONDITIONS FOR COMPATIBILITY WITH THE PLANS, SPECIFICATIONS, AND REFERENCED STANDARDS BEFORE PROCEEDING WITH ANY WORK. THE MOST STRINGENT REQUIREMENT SHALL GOVERN ANY CONFLICT UNLESS APPROVED IN WRITING OTHERWISE. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN TEAM BEFORE PROCEEDING. CONTRACTOR SHALL BE RESPONSIBLE FOR STRENGTH AND STABILITY OF ANY PARTLY COMPLETED STRUCTURE. CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND SHALL PROVIDE TEMPORARY SHORING AND SUPPORT AS REQUIRED UNTIL THE STRUCTURE HAS BEEN COMPLETED. 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 DIRECTION OF FRAMING SYMBOL DEFINITION SYMBOL NATIVE SOIL GRANULAR FILL STRUCTURAL STEEL - - - - - EXTENT OF FRAMING COLUMNS Ink COLUMN BEARING ON BEAM P RATED SHEATHING BEAM CONTINUOUS OVER SUPPORT G� SHEAR WALL (SEE SCHEDULE) SWX CONCRETE WALL COLUMN MARK (SEE SCHEDULE) BEARING STUD WALL FOOTING MARK (SEE SCHEDULE) FX NON -BEARING STUD WALL BEARING STUD SHEAR WALL HOLDOWN MARK (SEE SCHEDULE) HANGER MARK (SEE SCHEDULE) X O NON -BEARING STUD SHEAR WALL FLAG NOTE (SEE PLAN NOTES) CMU WALL STEEL MOMENT FRAME CONN. ABBREVIATIONS (A) ABOVE GLB GLUE -LAMINATED BEAM AB ANCHOR BOLT HORIZ HORIZONTAL ALT ALTERNATE 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 BOT BOTTOM NS NEAR SIDE BRNG BEARING OC ON CENTER 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 CONC CONCRETE PIT POST TENSIONED CONN CONNECTION PT PRESSURE TREATED CONT CONTINUOUS REINF REINFORCING COORD COORDINATE REQ'D REQUIRED DBL DOUBLE SCHED SCHEDULE DET DETAIL SIM SIMILAR DIA DIAMETER SOG SLAB ON GRADE DIM DIMENSION STD STANDARD DIR DIRECTION STIFF STIFFENER EA EACH STL STEEL ELEV ELEVATION SYMM SYMMETRICAL ES EACH SIDE SW SHEARWALL EX EXISTING TOC TOP OF CONCRETE EXP EXPANSION TOS TOP OF STEEL FLR FLOOR TOW 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 a W W Z UJ o me c • $• I.. j a� Q) 3 3 3 V co W Q) Q Q N � 111 W N � L� 1_ U Lu O Q CL A • 8 �F WAS$ off,` i sti SIONAL 10/ 04/ 22 REV. DATE DESCRIPTION 0 10104122 PERMIT SUBMITTAL PROJECT NO.: 22070.01 DESIGNED BY LFM DRAWN BY: LFM CHECKED BY: CAB SHEET TITLE: STRUCTURAL NOTES RE; Jan 0' CITY OF DEVELOPME DEPAF SHEET NO.: S1.1 I I I I I N i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I I I I I I EXISTING BASEMENT 11 LL & I FOOTING, TYP AROUN PERIMETER OF BASE T I I EXISTING FOOTING, TYP AT I ' I INTERIOR BEARING WALLS LEI --------------- o I I NOTE: — — — NO WORK TO OCCUR IN EXISTING I BASEMENT. BASEMENT SHOWN ONLY FOR CLARITY. I I I I I I I I I I I I I I I I L------- I I I I I I I N I I I I I I I I I I I I I I I I I I N I I I I I I I I I I I I I I I I I I I I I I I I 1 FOUNDATION PLAN SCALE: 114" = V-0" 3'-9 518" 1 2 ) (R2 9'-8 518" 3 50'-0" 30'-6 718" � Z o 0 r 1--1 � W o W Z W O c �• I.. j ai 3 3 3 LQ V z Lu C_� 11�11 _ ♦ W O W do z � Q j Q OC O °0 O N � N W U W O Q a- 4t A WA 40785 sjQVAL 10/04/22 REV. DATE DESCRIPTION 0 10104122 PERMIT SUBMITTAL PROJECT NO.: 22070.01 DESIGNED BY LFM DRAWN BY: LFM CHECKED BY: CAB SHEET TITLE: FOUNDATION PLAN RE! Jan 0! CITY OF DEVELOPME DEPAF SHEET NO.: S2.1 FOUNDATION PLAN NOTES: A — N 1. PLACE ALL REINFORCING STEEL, ANCHOR BOLTS, AND HOLDOWNS PER THE STRUCTURAL NOTES �v AND SCHEDULES ON THE S1 SHEETS AND THE FOUNDATION DETAILS ON THE S3 SHEETS. REFER TO AZ — THE FRAMING PLANS FOR LOCATION OF SHEAR WALLS. 2. THE CONTRACTOR SHALL VERIFY ALL 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. TYPICAL 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 N BE PLACED OVER A 10 MIL VAPOR BARRIER ATOP RIGID INSULATION PER ARCH OVER 4" OF R 1 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 SIZE & LOCATION REQUIREMENTS (WHERE N APPLICABLE). �v B — 16" WIDE x 12" DEEP FTG W/ (2) #4 CONT 0 TOP & BOT 6" STEM WALL W/ #4 Cc 18" OC VERT, #4 9 16" OC HORIZ, AND (2) #4 CONT AT TOP DOWEL HORIZ FTG & STEM WAI I RFINF 4' INTO FXI.ST MAIN FLOOR FRAMING/FOUNDATION PLAN SCALE: 114"= 1'-0" 5'41 " I X-9 518" I 9'-8 518" I 30'-6 718" ol lo 50'-0" ol 1 2 R2 3 5 4 4 0 8 Z GC � W W N H Z W o U i �i U a) c Wa� 3 3 w V � I1�11 � W Q) Q Q c N � N W U W O Q CL �p4� A • 8 OF WASk O� r+, aoL gF�'ti SjONAL 10/04/22 REV. DATE DESCRIPTION 0 10104122 PERMIT SUBMITTAL PROJECT NO.: 22070.01 DESIGNED BY: LFM DRAWN BY: LFM CHECKED BY.- CAB SHEET TITLE: MAIN FLOOR FRAMING/FOUNDATION PLAN RE; Jan 0' CITY OF DEVELOPME DEPAF SHEET NO.: S2.2 ROOF FRAMING PLAN NOTES: 1. REFER TO THE STRUCTURAL NOTES AND SCHEDULES ON THE S 1 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. PLYWOOD 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 SAME SIZE NAILS SPACED AT 12" OC. REFER TO TYPICAL FRAMING DETAILS FOR SHEATHING LAYOUT. ROOF SHEATHING IS BLOCKED AT SCISSOR TRUSSES AND UNBLOCKED AT ADDITION. 3, TYPICAL HEADERS FOR EXTERIOR AND BEARING WALL LOCATIONS SHALL BE 4x6 DF#2 FOR SPANS LESS THAN 4' SUPPORTED BYA MINIMUM OF (1) 2x STUD AND (1) 2x FULL HEIGHT STUD. FOR SPANS UP TO 6, USE 4x8 DF#2 SUPPORTED BY (1) STUDS AND (1) FULL HEIGHT STUD. ALL TRIMMER AND FULL HEIGHT STUDS SHALL MATCH WIDTH OF WALL FRAMING. 4. WALL STUD FRAMING SHALL BE AS FOLLOWS: • 2x6 HF STUD @a 16" OC FOR EXTERIOR WALLS AND INTERIOR 6" BEARING WALLS. • 2x4 HF STUD Ca 16" OC FOR INTERIOR 4" BEARING WALLS. • 2x4 OR 2x6 HF STUDS 0 16" 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 UNO. 6, MULTIPLE PLY BEAMS SHALL BE FASTENED TOGETHER WITH (2) ROWS OF 10d C 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. 8. ROOF TRUSSES SHALL BE PRE-ENGINEERED BY OTHERS AND SPACED AT 24" OC UNO. REFER TO DESIGN LOADS ON S-1 FOR ADDITIONAL LOAD AND SUBMITTAL REQUIREMENTS. CONTRACTOR SHALL PROVIDE ALL TEMPORARY & SAFETY BRACING & BLOCKING AS REQ'D BY THE MANUFACTURER. 9. ATTACH EACH END OF EVERY ROOF TRUSS TO THE EXTERIOR WALL TOP PLATE BELOW WITH A SIMPSON H1 CLIP. 10. + + HATCHED AREAS INDICATE OVERFRAMING AT 24" OC PER THE TYPICAL ROOF FRAMING DETAILS. N 24"APA RATED PORTAL FRAME PER DETAIL 9/S4.2 m 6x6 DF#2 KING POST W/AC6 CAP TOP & BOT 5 112" x 12" DF GLB EXTEND BEAM OVER PORTAL FRAMES 24"APA RATED PORTAL FRAME PER DETAIL 9/S4.2 HDR PER PLAN NOTES, TYP, (10 + t + + 2x 12 DF#2 Cap + 24" OC, TYP w + + cr + + 82 � � �+ + ++�� DESIGN GIRDER DRAG BUSS FOR 3560# EQ (ASD) OR WIND AXIAL FORCE MATCH TRUSS SHAPE TOOVERFRAMING WHERE OVERFRAMING EXTENDS ACROSS TRUSS TO FACILITATE STRAPPING. CMSTC 16 STRAP ALIGNED OVER DRAG TRUSS. FILL (30) HOLES Ca TRU S & EXTEND STRAP 12'-0" MIN OVER ROOFS EATHING & NAIL TO 2x6 FLAT DF BLKG. STAG ER NAILING C 3" OC FULL LENGTH OF STRAP OVER BLKG. SHEAR WALL SCHEDULE MIN FRAMING NAILING RIM JOIST SILL PLATE SILL PLATE FOUNDATI SHEAR TYPE APA-RATED AT ADJOINING AT PANEL OR BLOCK NAILING TO ANCHOR BOLT TO ON SILL CAPACITY SHEATHING PANEL EDGES EDGES CONN TO RIM/BLKG SLAB OR PLATE (PLF) TOP PLATE BELOW FOUNDATION SIZE SW6 15132" 2x STUD 0.131 "O x 2 112" LTP4 OR A35 0.131 "0 x 3 114" 518"0 AB 0 5'-8" OC OR 2x 242 ONE SIDE AND BLKG CP 6" OC Cad 26" OC C 6.5" OC 112"Ql AB 03'-10" 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 4 112" PLATE WASHERS WITH THE EDGE OF PLATE WASHER WITHIN 112" 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. 7. 7116" SHEATHING MAY BE USED IN PLACE OF 15132" SHEATHING PROVIDED ALL STUDS ARE SPACED 16" OC OR PANELS ARE APPLIED WITH LONG DIMENSION ACROSS STUDS. HOLDOWN SCHEDULE CHORD ANCHOR CAPACITY MARK TYPE SIZE STUD NAILS OR BOLTS BOLT (LB) (NOTE 3) (NOTE 2) DTT2Z (2) 2x (8) 1/4"X 2 1/2" SDS 112":0' 2,105 U STHD14 (2) 2x (24) 0.148" X 3 114" 3,500 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-30 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. ROOF FRAMING PLAN SCALE: 114"= 1'-0" SIM 4�11 DSC5R DRAG STRUT WITH TITEN TURBO INTO BOND BEAM 4x6 DF#2, + TRUSS + R + 5 12" x 10 112" DF GLB + + + + + + HUC0610 + + + + + -4- 1 DSC5R DRAG S 5'-11 " + + + + Z+ + c + + + + + + GIRDER DRAG TRUSS I ` DESIGN GIRDER DRAG TRUSS FOR 2390# EQ (ASD) OR IWIND AXIAL FORCE I PRE-MFR SCISSOR TRU SES 0a 24" OC INOT : ROO SHEATHING SHALL BE BLOC KED SOUTH OF GRID B2 OI L X-9 518" 2 ) (R2 TRUSS MFR TO VERIFY CHIMNEY ROUGH OPEN) PRIOR TO FABRICATION C 24" OC 9'-8 518" 3 DESIGN GIRDER DRAG TRUSS FOR 364# EQ (ASD) OR WIND IN -PLANE TENSION & COMPRESSION C1V(STC_14_STRAP-CEVTERED OVERR ENE DRAG TRUSS. FILL (5) HOLES MIN EACH RAFTERS UNDER STRAP. MIN STRAP LE EA SIDE =,T2.5' DSC5R DRAG STRUT TITEN TURBO INTO B BEAM PROVIDE DTT1Z FROM BOT CHORD OF EVERY OTHER TRUSS TO EXIST SILL W/318" Q LAG SCREW, TYP DESIGN ALL SCISSOR TRUSSES FOR 325# EQ (ASD) OR WIND AXIAL FORCE TRANSMITTED FROM BOT TO TOP CHORD 50'-0" EXIST 2x4 @a 24" OC EXIST 2x6 Cd) 24" OC PROVIDE 2x BLKG & STRAPPING 0 4' OC EXTENDING 8' FROM GABLE END. REFER TO DETAIL 4/S4.2 30'-6 718" O � Z o 0 r 1--1 � W o !q W Z W O c �• I..0 a� 3 3 Lu V Lu Q W Q) W Z3 co z (3-) Q j Q co � Z 0 N � 1i O uj N W O Q a- WA40785 o� L sj01VAL 10/ 04122 REV. DATE DESCRIPTION 0 10104122 PERMIT SUBMITTAL PROJECT NO.: 22070.01 DESIGNED BY: LFM DRAWN BY: LFM CHECKED BY: CAB SHEET TITLE: ROOF FRAMING PLAN RE: Jan 0! CITY OF DEVELOPME DEPAF SHEET NO.: S2.3 CORNER BARS WITH LAP EA. LAP SPLICE SIDE MAYBE SUBSTITUTED FOR 90° HOOKED BARS p ° n p ° U STD 90° HOOK a TYP UNO CL ADDED VERT CORNER, END, AND ALTERNATE HOOK WALL INTERSECTION BARS SHALL FOR SINGLE LAYER MATCH SIZE OF WALL REINFORCING p � a ° a ° n • • NOTE: REFER TO STRUCTURAL NOTES, p w U p ° ° PLANS, AND DETAILS FOR REINF. a ° ALL BARS SHALL BE CONTINUOUS zi U) ADD VERT AT WALL OR SPLICED PER STRUCT. NOTES a Q END FOR SINGLE a LAYER ° • ° STD 180° HOOK AT WALL ENDS CORNER BARS TO MATCH SIZE AND a a uu ADD 2 () VERT AT WALL SPACING OF HORIZ WALL REINF END FOR (2) LAYERS p U ° • CIL CIO p • ° ° a a a 4 Q Q TI PLACE VERT REINF OUTSIDE UNO LAP SPLICE ol TYPICAL CONCRETE WALL REINFORCING DETAIL SCALE:NTS ADD (1) #5 IN WALL. EXTEND 2'-0" BEYOND EA SIDE OF EA STEP Q O N X-0" MIN D12 LAP SPLICE TYP a p 4 4 a O 4 a p - =1 a p �a a BENT Z BARS TO MATCH III=1 I I & LAP FOOTING REINF UNDISTURBED EARTH OR COMPACTED FILL PER 3" CLR STRUCTURAL NOTES TYP m TYPICAL FOOTING STEP SCALE: 112" = 1 '-0" IN AREAS WITH EXPOSED CONC FLOORS, EDGE SLAB WITH 118" MAX RADIUS AND FILL JOINT WITH SEALANT 518"0 x 2'-0" SMOOTH SLIP DOWEL BARS AT 12" OC, TYP UNO. GREASE 112 OF BAR p a � x a a CONSTRUCTION JOINT CONC SLAB ON GRADE PER PLAN OR NOTES REINF SHALL NOT PASS THRU JOINT 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. p a a <,X X X X X a a < 4 a 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 118" 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 °a a a a p °XXTX a ° X, ° X ° p aa 1 1 CONTROL/CONTRACTION JOINT SLAB STEP TYPICAL SLAB ON GRADE DETAILS SCALE: 1"= 1'-0" °° O o ° o 0 0 0° 0 o O ° ° a0 ° ° 1 O ° 00 0� a p 00 °o 0 0 o 00 � =1 LINE OF MAX EXCAVATION. �� 1 IF SOIL IS OVER 1 EXCAVATED, REPLACE WITH LEAN MIX CONCRETE. FIRM BEARING SOIL OR COMPACTS STRUCTURAL FILL TYPICAL FOOTING DRAT SCALE: 1 " = V-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 ADDITIONAL END STUD WHERE REQ'D HOLDOWN PER THREADED ROD AS REQ'D PLAN AND SCHED ° FOR HOLDOWN W/ NUT AND WASHER AT BASE. EXTEND ROD TO BOT OF FTG, UNO a ON HOLDOWN SCHED ° II a aNil TOP OF FTG < 1 ° °p=a 4° Z ° < p I 1 a II=III III_ II a 4 a ° ° a zl— M U ADD (2) #4 x 4' AT TOP OF INTERIOR FOOTINGS AT HOLDOWN LOCATIONS D WITHOUT A STEM WALL. REMAINING REINFORCING NOT SHOWN FOR CLARITY. N jl�HOLDOWN DETAIL SCALE: 1 " = V-0" TRENCH EXCAVATION PARALLEL TO FTG a SLEEVES TO ° ° a a ° V-6" CLEAR PIPE 1 " 1 NO PIPES MIN ALL SIDES W 0 ° ALLOWED IN � J Lu cl- ° THIS REGION. e a < a LOWER FTGS AS REQ'D 4 TOF ° PIPE a ° zA p - z �t p a BOF II 2 � _ IIII LOWER BOF Al v AS REQ'D Z o � 6"MINTYP PIPE TRENCH EXCAVATION PARALLEL TO FOOTING IS NOT ALLOWED BELOW THIS LINE. STEP FTG AS REQUIRED FOR THIS CONDITION TYPICAL PIPE PENETRATION AT FOUNDATION/WALLS SCALE: 1/2" = P-0" WALL FRAMING, SHEATHING, V PROVIDE BLOCK OUT AT SILL PLATE, AND ANCHOR DOOR OPENINGS WHERE BOLTS PER STRUCTURAL 00 READ. NOTES, PLANS, AND SCHEDULES SLAB ON GRADE AND SUBGRADE PER FOUNDATION PLAN FINISHED GRADE SLOPED AWAY FROM JUL BLDG PER ARCH x,— x X co N ^ a °00 o`b °°O o`b °00 o`b °00 o`b �O A. o°ro° o°� oo� cr CILCL 00 ° ° —� 1 I 1= #4 0a 16" OC HORIZ W/ �— �— °0 Oo o� D (2) CONT AT TOW O� Q o I #4 C� 18" OC VERT o`` �! D a FOOTING DRAIN `' cc U / 6„ PER TYP DETAIL SIZE & REINF ALT HOOKAS PER PLAN & SCHE6 SHOWN TYPICAL STEM WALL DETAIL SCALE: 1 " = P-0" � Z o 0 � � o W W N �. Z W o c '• I..0 A a� W V UJI j Q Q O � 0 N � LQ O 1 _ U Lu O Q 04 A . VPAS�j��a 40 L��ti SIGNAL 0�/ 22 REV. DATE DESCRIPTION 0 10104122 PERMIT SUBMITTAL PROJECT NO.: 22070.01 DESIGNED BY: LFM DRAWN BY: LFM CHECKED BY: CAB SHEET TITLE: FOUNDATION DETAILS RE: Jan 0! CITY OF DEVELOPME DEPAF SHEET NO.: S3.1 —-------�---- I.I I•I II II te II II II II STAGGER NAILS ON EA SIDE OF PANEL JOINT •I I I WHERE REQUIRED ON HEADER WITH CRIPPLE III I I SHEAR WALL SCHED I STUDS PER PLAN I I I I I I I I I• I (WHERE APPLICABLE) I I•I I IIII I I I I II II I. I IIII I ly I I•I I•I II II I I { r ,� I�� I II I I I I II II I I• I,•� I FULL -HEIGHT HOLDOWN I• I IIII IIII I I I I I I I I I .I CHORD PER SCHEDULE. I • I I I I, PROVIDE PANEL EDGE I �•� j I j I I I .I NAILING. IIII IIII IIII I.I I I I I II II II II I• I I .I I I PT SILL PLATE IN/ANCHOR I II I IIII I �,� j I•I I I I II II I j I I j• I .I I• I I BOLTS PER SHEAR WALL IIII I I I I I .I SCHEDULE. PROVIDE IIII I I•I I•I I• I I SIMPSON BP PL WASHERS I I I I I I I I •I WITHIN 1/2" OF SHEATHING. I j I I j, PROVIDE PANEL EDGE I I I I I I NAILING INTO SILL PL. N. I I I•I I I I .I I, I CONCRETE STEM OR FTG I I II I • I I• I i, I I I I II I I g II NOTES: 1. REFER TO STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. . . . . . . . . . . . . ------F1-------F1-------n------------� I I I I I I I I I I• II II II II III I I I I I I I I I I• I II II II II III II II II II III I'I I'I III I.I I I•I II II II II III II II II I FRAMING AT ADJOINING I PANEL EDGES PER • I • I SHEAR WALL SCHED I I II I I II ii ii II III I II II II II III II II II II II II'I I II II II I III I• I I I.I I.I I. II I'I II II II •_� _J L --- ;---j,I-- ;-- ;--i r,---,-- ��--1 r------ - I I I•I I I I,I I,I II I'I II II II II II II II II II II II II II II II II II II I•I I I I,I I,I II I'I II II II II II II II II II II II II II II II II II II I•I I I I,I I,I II I'I II II II II II II II II II II II II II II II II II II I•I I I I,I I,I II I'I II II II --J1 _1L------1L------il I I I I I I I I II II II II II II II II II _LL-�--1L------1 AB SIZE AND SPACING I —III= I I I I PER PLAN AND SHEAR I I I I WALL SCHEDULE, TYP RIM BOARD OR BLOCKING TYPICAL SHEAR WALL DETAIL SCALE: 3/4" = Y-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 SHEAR WALL SCHEDULE BEAM PE AND SCF PANEL EDGE NAILING NAILING PER BUILT-UP PER SW SCHEDULE J STUD DETAIL SIMPSON LTP4 EACH SIDE O, 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" COL PER PL SCI-IL✓V._ BEAM WIDTH, UNO PANEL EDGE NAILING PER SHEAR WALL SCHEDULE. PROVIDE EDGE NAILING �a HOLDOWN CHORDS SHEATHING PER SHEAR WALL SCHEDULE W/ FIELD NAILING(? 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 BE24". 2. NAILING SHALL BE PER PLAN AND NOTES. MINIMUM NAIL 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 f SCALE: NTS SCHEDULE v SIMPSON CNW COUPLER NUT W/ SIZE TO MATCH HOLDOWN ANCHORAGE PROVIDE SOLID BLKG 0.131 "0 x 3" NAILS 012" OC EQUAL TO WIDTH OF 2 1/4" END STAGGERED FACE NAILING TYPICAL HOLDOWN CHORD ABOVE 10 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 "Q x 3" NAILS CHORD CC2 3" OC EA SIDE OF SPLICE SPLICE CONC STEM PROVIDE CONT. TOP PLATES WALL & FTG WHERE LENGTH IS 12' OR LESS 6'-0" MIN BETWEEN SPLICES. ol SPLICES OCCUR AT i OF VERT STUDS TYPICAL TOP PLATE SPLICE DETAIL SCALE: 1 " = 1 '-0" JOIST FRAMING PER PLAN & SCHEDULE - STUD WALL FRAMING PER PLAN & NOTES COL PER PLAN OR SCHEDULE TYPICAL FLUSH BEAM SUPPORT DETAILS SCALE: 1 " = 1 '-0" m� W U N co ~ 0 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 Iliz 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"= 1'-0" DBL TOP PLATE PER TYP DETAIL SIMPSON A35 AT EXT WALLS WITH SPANS GREATER THAN 6' (6) 0.131"0x3" NAILS EA END TYPICAL WALL STUDS L BEAM/HDR PER PLAN PER PLAN OR NOTES AND NOTES TYP BUILT-UP STUD VA NAILING (1) FULL HT STUD UNO ON PLANS CRIPPLE STUDS PER PLAN, OR COUHOLDOWN SCHEDULES NOTES, OR COL SCHED TYPICAL HEADER DETAIL SCALE: 1 " = 1 '-0" LENGTH OF NOTCH SHALL I' NOT EXCEED 1/3RD THE O BEAM PER PLAN JOIST DEPTH O AND SCHEDULE PRE -DRILL HOLE AT CORNERS OF NOTCHES. DO NOT OVERCUT SIMPSON A35 EA SIDE OF BEAM BEAM WIDTH, UNO PERPENDICULAR TO STUD WALL NOTCH AT END OF JOISTS SHALL NOT EXCEED 1/4 THE JOIST DEPTH. DO NOT NOTCH WHERE PRACTICABLE. k MAX HOLE Q SHALL NOT EXCEED 40 % THE STUD DEPTH (LE. 2 1/4" FOR 2x6, 1 1/4" FOR 2x4). MINIMIZE HOLE DIAMETER WHERE POSSIBLE. k z W 0 OR HOLE Q 1/4 OF STUD WIDTH MAX Z N T 5/8"MIN CLR TO EDGE MAX HOLE O SHALL NOT EXCEED 1/3 THE JOIST DEPTH (I.E. 3" FOR 2x10, 3.75" FOR 2x12). MINIMIZE HOLE DIAMETER WHERE POSSIBLE. QO m U C.6 zCL ziRO 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 co N W 1. 4 Z W o 2 m c °• I.. j LQ V can I�11 � j Q Q c c ' N � 1 , O Lu N Lu 1 _ U ui O m CL p A. B �F WA S� 40 785 ONAL 10/ 04/ 22 REV. DATE DESCRIPTION 0 10104122 PERMIT SUBMITTAL PROJECT NO.: 22070.01 DESIGNED BY. LFM DRAWN BY: LFM CHECKED BY: CAB SHEET TITLE: TYPICAL WOOD FRAMING DETAILS RE! Jan 0! CITY OF DEVELOPME DEPAF SHEET NO.: S4.1 DIAPHRAGM BOUNDARY NAILING PER PLAN NOTES. PROVIDE 8d Ca 6" OC MIN. FULL DEPTH BLKG RIPPED TO MATCH SLOPE OF ROOF. TRUSS MFR TO PROVIDE TRUSS BLOCKING IF DEPTH AT WALL GREATER THAN 2x 12 FRAMING. PANEL EDGE NAILING PER SW SCHED TYP AT DBL TOP PLATE SILL PLATE NAILING PER SW SCHED STUD FRAMING PER PLAN OR NOTES. SHEATHING & NAILING PER SW SCHED 2x4 BLKG W/ SILL PLATE NAILING OR FRAMING CLIP PER SW SCHED L PRE-MFR ROOF TRUSS PER PLAN WITH (3) 10d TOENAILS TO TOP PLATE. ROOF SHEATHING & NAILING PER PLAN NOTES. SIMPSON TIE AT EACH END OF TRUSS PER PLAN NOTES. TRUSS BEARING WALL DETAIL SCALE: 1 " = 1 '-0" ROOF SHEATHING AND NAILING PER PLAN NOTES. PROVIDE DIAPHRAGM BOUNDARY NAILING INTO TRUSS BLKG FOR EXTENT OF SHEAR WALL BELOW SILL PLATE NAILING PER SW SCHED PANEL EDGE NAILING PER SW SCHED TYP AT DBL TOP PLATE PRE-MFR FULL DEPTH TRUSS BLKG FOR EXTENT OF PERPENDICULAR SHEAR WALL BELOW. DESIGN BLKG FOR 242 PLF IN -PLANE SHEAR TRANSFERRED FROM ROOF SHEATHING TO SHEAR WALL BELOW PRE-MFR ROOF TRUSS PER PLAN WITH (3) 10d TOE NAILS TO TOP PLATE. 2x4 BLKG W/ SILL PLATE NAILING OR FRAMING CLIP PER SW SCHED STUD FRAMING PER PLAN OR NOTES. SHEATHING & NAILING PER SW SCHED TYPICAL TRUSS BLOCKING DETAIL SCALE:NTS 10d C@ 8" OC, TYP PRE-MFR TRUSS PER PLAN. TOP CHORD ONLY SHOWN FOR CLARITY. ROOF SHEATHING & NAILING PER PLAN NOTES. 2x CONT BLKG TO MATCH DEPTH OF TOP CHORD C@ RIDGE PRE-MFR TRUSS OVER FRAMING 0 24" OC 2x4 CONTINOUS NAILER �a 24" OC W/ (2) 16d INTO EA TRUSS TRUSS OVERFRAMING DETAIL DIAPHRAGM BOUNDARY NAILING PER PLAN NOTES 2x4 OUTRIGGER Ca 24" OC (24" MAX OVERHANG UNO). PROVIDE HANGER AT BACKSPAN 2x4 BLKG W/ SILL PLATE NAILING OR FRAMING CLIP PER SW SCHED (NOT SHOWN FOR CLARITY) 2x6 DF STUDS 0 16" OC FULL HT AT GABLE END. SHEATHING & NAILING PER SW SCHED. EXTEND FULL HEIGHT OF GABLE WALL PANEL EDGE NAILING PER SW SCHED TYP AT DBL TOP PLATE AND EXIST SILL EXIST CMU WALL PER PLAN W/ BOND BEAM AND PT SILL AT TOP. PROVIDE 1/2"x 6" TITEN HD @a 24" OC. GABLE END DETAIL SCALE: 1 " = 1 '-0" ROOF SHEATHING AND NAILING PER PLAN NOTES. PROVIDE DIAPHRAGM BOUNDARY NAILING FULL LENGTH OF DRAG TRUSS. PRE-MFR ROOF TRUSS PER PLAN. DESIGN TRUSS FOR AN ALLOWABLE IN -PLANE SHEAR LOAD OF 260PLF FROM ROOF SHEATHING TO SHEAR WALL UNO ON PLANS. 2x4 BLKG OR FRAMING CLIP W/ SPACING PER SW SCHED 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. A35, TYP Ca TOP & PRE-MFR ROOF TRUSS PER BOT OF BLKG PLAN. ROOF SHEATHING & NAILING PER PLAN NOTES. ROOF RAFTERS PER PLAN. ROOF DIAPHRAGM BOUNDARY SHEATHING & NAILING NOTE: ° REFER TO EXTERIOR BEARING •_ • °_ • NAILING PER PLAN NOTES. PER PLAN NOTES. PROVIDE 8d 0a 6" OC MIN. WALL DETAIL FOR INFORMATION NOT SPECIFICALLY CALLED OUT. Z8d Ca 4" OC E LOC FULL DEPTH BIRD BLKG RIPPED TO MATCH SLOPE CONT 2x FASCIA OF ROOF 2x6 DIAGONAL BRACE FOR 2x4 RAFTER TAIL MIN DEPTH. (2) BAYS AT 4'-0" OC W/ (4) 10d FACE NAILS EA END. 2x BLKG Ca 4' OC AT TOP & BOT OF EACH DIAGONAL BRACE. EXTEND 8'-0" INTO HOUSE. PROVIDE LSTA15 STRAP TOP & BOT OVER EACH TRUSS FOR (3) TRUSS BAYS. A35 EVERY OTHER STUD TO EXIST SILL & TO OUTRIGGER ALIGNED WITH BLKG SILL PLATE NAILING PER SW SCHED 2x CONT MEMBER FULL LENGTH OF SHEAR WALL. PROVIDE 3" MIN OVERLAP WITH TOP PLATE. TRUSS ALIGNS WITH SHEAR WALL TRUSS OFFSET FROM SHEAR WALL DRAG TRUSS SECTION SCALE: 1 " = 1 '-0" CS20 x 2'-6" 4'-0" OC W/ (8) 8d NAILS EA SIDE OF RIDGE DIAPHRAGM BOUNDARY PROVIDE 12" LONG 2x6 NAILING PER PLAN NOTES. BEVELED BLOCKING W/ PROVIDE 8d 6" OC MIN. 4" GAP BETWEEN BLOCKS. NAIL BLKG TO BEAM WITH 8d 0 4" OC ROOF RAFTERS PER PLAN. I ` BEAM & HANGERS PER ROOF SHEATHING & J PLAN. SLOT JOIST INTO NAILING PER PLAN NOTES. FLAT HANGER SECTION 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 FULL DEPTH 2x BLKG SILL PLATE NAILING SIMPSON TIE ATE VERY PER SW SCHED JOIST PER PLAN NOTES. PANEL EDGE NAILING 2x4 BLKG W/SILL PLATE PER SW SCHED TYP NAILING OR FRAMING AT DBL TOP PLATE CLIP PER SW SCHED RAFTER BEARING WALL DETAIL SCALE: 1 " = 1 '-0" 3::Eas:E EXTENT OF HEADER WITH (2) PORTAL FRAMES EXTENT OF HEADER WITH (1) PORTAL FRAME 2'- 18' ROUGH OPENING WIDTH FOR SINGLE OR DOUBLE PORTAL FRAME 4x12 DF#2 MIN HEADER SIZE (REFER TO FRAMING PLANS) FASTEN SHEATHING TO HEADER WITH 0.131 "O x 2 1/2" NAILS AT 3" OC GRID PATTERN AS SHOWN MINIMUM MST 37 STRAP FROM HEADER TO JACK STUD ON EACH SIDE OF OPENING ON THE OPPOSITE SIDE OF THE SHEATHING (INSIDE FACE) MIN DOUBLE 2x STUD FRAMING WITH 7/16" APA RATED SHEATHING WITH 0.131 "O x 2 1/2" NAILS AT 3" OC IN ALL FRAMING (STUDS, BLOCKING, AND SILLS) TYP MIN LENGTH OF WALL PANEL PER PLAN SIMPSON STHD14 STRAP HOLDOWN EACH END OF EACH WALL PANEL. (2) #4 BAR CONT AT TOP & BOT OF FOOTING UNO ON FOUNDATION PLAN P1 bJ h� -- a - ---__----___:---� + d^ MIN FOOTING SIZE IS 16" WIDE x 12" DEEP. A 12" WIDE TURNED -DOWN SLAB IS PERMITTED AT THE DOOR OPENING. MIN (1) 5/8"0 ANCHOR BOLT WITH 3 GA x 3" x 4 1/2" PLATE WASHER WITHIN 1/2" OF SHEATHING. PORTAL FRAME DETAIL km:Em I I I I I I I I I I I I I I I DIAPRAGM BOUNDARY NAILING PER PLAN NOTES. PROVIDE 8d Ca 6" OC MIN, LADDER FRAMING Cd 24" OC W/ DEPTH F PER ARCH. PROVIDE 2x4 MIN. I DBL JOIST UNO LUS JOIST HANGER OR EQUAL 2x LADDER FRAMING Ca 24" OC PER PLAN FULL HEIGHT GABLE STUD FRAMING PER PLAN OR NOTES. SHEATHING & NAILING PER SW SCHED. RAFTER NON -BEARING WALL DETAIL SCALE: 1 " = 1 '-0" MINIMUM MST 37 STRAP FROM HEADER TO JACK STUD STRAP ON EACH SIDE OF OPENING ON THE OPPOSITE SIDE OF THE SHEATHING (INSIDE FACE) FASTEN TOP PLATE TO HEADER WITH (2) ROWS OF 16d SINKER NAILS AT 3" OC, TYP MIN 7/16" APA RATED SHEATHING IF NEEDED, SHEATHING PANEL EDGES SHALL OCCUR OVER AND BE NAILED TO COMMON BLOCKING WITHIN THE MIDDLE 24" OF THE PORTAL HEIGHT. (1) ROW OF 3" OC NAILING IS READ IN EACH PANEL EDGE. TYPICAL PORTAL FRAME CONSTRUCTION MIN DOUBLE 2x4 STUD FRAMING LINO ON THE FRAMING PLANS. SIMPSON LSTHD8 STRAP HOLDOWN ON OPPOSITE SIDE OF SINGLE PORTAL FRAME � Z o 0 a � o W W N Z W o . c �• 1.. j Q) A • 3 3 3 V W Q) CID o) j Q Q c N � O N U Lu O Q z Ls SI0NAL 10104122 REV. DATE DESCRIPTION 0 10104122 PERMIT SUBMITTAL PROJECT NO.: 22070.01 DESIGNED BY LFM DRAWN BY.- LFM CHECKED BY: CAB SHEET TITLE: TYPICAL WOOD FRAMING DETAILS RE; Jan 0' CITY OF DEVELOPME DEPAF SCALE: 1 " = 1 '-0" SCALE: 1 " = 1 '-0" SCALE: NTS SHEET NO.: S4.2