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HomeMy WebLinkAboutPermit File BLD-2021-0730 3206 R Avenue (10)7 PROJECT TEAM Applicant: Landed Gentry Homes 504 E Fairhaven Burlington, WA 98233 (360) 755-8070 Architect: Milbrandt Architects, Inc., P.S. 25 Central Way Suite 210 Kirkland, WA 98033 (425)454-7130 Structural Engineer: CT Engineering 180 Nickerson Street, Suite 302 Seattle, WA 98019 (206) 285-4512 Civil Engineer: Herrigstad Engineering 4320 Whistle Lake Rd Anacortes, WA 98221 (360) 299-8804 Landscape Architect: Eccos Design, LLC 505 South First Street, Suite B Mount Vernon, WA 98273 (360) 419-7400 GENERAL NOTES l . Comply with 2018 International Residential Code and all applicable codes and ordinances of Anacortes and the State of Washington. 2. Do not scale drawings. 3. Verify all rough in dimensions for equipment provided in this contract or by others. 4. Verify size and location of and provide all openings through floors and walls, furring, anchors, inserts, rough bucks and backing for surface mounted items. 5. Provide furring as required to conceal mechanical and electrical work in all finished areas. 6. All swinging doors not located by dimensions on plans, interior elevations, or details shall be 3" from face of stud to edge of rough openings or centered between room partitions as shown. 7. Plans are drawn assuming the following rough openings: Swinging doors: Nominal size +2". Bi-Fold doors: Nominal size +1-1/2". Bi-Pass doors: Nominal size +0". Windows: Nominal size +0". Sliding glass doors: Nominal size +0". 8. Fill where required with earth free from organic material. Compact fill in 12" layers maximum. 9. "Finish Floor" refers to the top of concrete slab or top of wood floor sheathing: NOT Gyperete. 10. Exterior walls shall be 2x6 studs at 16" o.c. and interior walls shall be 2x4 studs at 16" o.c., unless noted otherwise. 11. Unless otherwise noted, plan dimensions are to face of studs and face of concrete walls. 12. Refer to interior elevations for cabinet and counter lengths, dimensions, countertop materials and detail reference. Verify all existing dimensions before installation. 13. Provide caulking between sole plates and subfloor and between rim joists at subfloor and supporting top plate. 14. Hydrants shall be in service prior to start of framing. 15. Through penetrations and membrane penetrations of rated wall or floor/ceiling assemblies will require firestopping per IRC Section 302.4. See 13/1) 1 for diagram of typical conditions requiring firestopping. 16. Milbrandt Architects is not responsible for construction means, methods, techniques or procedures, or for the safety precautions and programs in connection with the work, and is not responsible for the failure of any contractor or subcontractor to carry out the work in accordance with the various contract documents and or governing jurisdiction, regardless of what is shown on these drawings. PROJECT INFORMATION Project Name: R32 Scope: New construction of two (2) three story Townhome buildings consisting of five (5) units each, where each unit has their own separate entry. Occupancy Type: Residential Construction Type: Type V-B constructions. Some rated assemblies required. See "Rated Assemblies" note this sheet. Sprinkler Type: NFPA 13D. Building Codes 2018 International Residential Code (Non -Structural). 2018 International Building Code (Structural & Civil). 2018 Uniform Plumbing Code. 2018 Washington State Energy Code (residential provisions). Washington State Amendments as modified and adopted by the local jurisdiction. DEFERRED SUBMITTALS Shop drawings and calculations are required for: 1. Roof trusses. See notes on sheet S 1.0. Drawings and calculations will be reviewed by architect/engineer of record prior to submittal to Building Official. 2. Fire Sprinkler design, see "Fire Systems" note this sheet. 3. Firestopping details. Firestopping methods and materials shall be determined by the Contractor except where details or notes are indicated in these drawings. Firestopping locations are indicated in part by detail 13/D1. Contractor shall submit UL assembly details and product cuts of all relevant situations to the Architect for conformance to the building design. Upon the Architect's approval, they shall be submitted to the Building Official for approval. Firestopping shall not be installed without City approval. 30 4. Electrical and Plumbing design and drawings. 5. Pre-engineered and pre -fabricated deck and stair guardrail and handrail. Drawings and ocalculations shall be reviewed and stamped by a State of Washington Registered Engineer. U N 0 0 R32 Townhome Z 1�_ A 10 Unit To'111U,vnhom,e Development Anacortes, Washington a SITE INFORMATION Site Address: 3206 R Avenue, Anacortes WA, 98233 Legal Description: LOT A The East 5 feet of Lot 20 and Lots 21 through 24, inclusive, Block 2, 'Plat of White's first addition to the City of Anacortes', as per Plat recording in Volume w of Plats, per page 41 records of Skagit County, Washington. LOT B Lot 19 and the west 20 feet of Lot 20, Block 2, 'Plat of White's first addition to the City of Anacortes', as per Plat recorded in Volume 2 of Plats, page 41 records of Skagit County, Washington. Situate in the City of Anacortes, County of Skagit, State of Washington. Parcel Number: P60566, P135407, P135408, P135409, P135410 Zoning: R4 Use Classification: Townhomes Site Area: 14,998.59 S.F. (.34 ACRE) Building Area: 18,444 S.F. GROSS Units Proposed: Unit Al - 2 Bed/2.5 Bath (1,818 GROSS S.F.) - 2 Units Unit B1 - 2 Bed/2.5 Bath (1,762 GROSS S.F.) - 4 Units Unit C1 - 3 Bed/3.5 Bath (1,940 GROSS S.F.) - 4 Units Total = 10 (29 units per ACRE) Building Height: 3 stories; z38' (40' Allowed) Lot Coverage: 7,785 S.F.; 52% (60% Allowed) Impervious Area: 12,421 S.F. RATED ASSEMBLIES Assembly Fire Rating Common walls separating dwelling units: 1-hour Exterior walls greater than or equal to 3-feet or non -rated perpendicular to assumed or actual property lines: Exterior walls less than 3-feet and parallel 1-hour to assumed or actual property line: Floor/ceilings less than 3-feet to assumed 1-hour or actual property line: Detail 4/D 1 1/D1 NA 7/D1 &12/Dl & 14/Dl Walls separating private garages from living %" GWB garage side space: Fire Taped Floor separating private garages from living %" Type 'X' GWB garage ceiling space: Penetrations (Firestopping): Per situation Membrane penetrations by ducts in garages: 26 ga. steel ducting FIRE SYSTEMS Building shall have an NFPA 13D sprinkler system installed throughout per IFC 903.3.1.3 which shall include a notification appliance which is activated upon sprinkler flow. Any alarms, bells or lights required, due to the design of the sprinkler system or integral with the sprinkler system shall be considered part of the sprinkler system. The sprinkler system design, therefore, needs to include any and all integrated alarms. Plans and specifications for sprinklers shall be submitted to the City of Anacortes for review and approval before installation. SMOKE ALARMS Smoke alarms are to be installed in each sleeping room, outside each separate sleeping area in the immediate vicinity of the bedrooms, on each additional story of the dwelling, including basements and habitable attics. Alarms shall receive their primary power from the building wiring with battery back-up. Wiring shall be permanent and without a disconnecting switch other than those required for overcurrent protection. Smoke alarms shall be interconnected and comply with household fire warning equipment provisions of NFPA 72. CARBON MONOXIDE ALARMS Carbon monoxide alarms are required on each floor and outside of each separate sleeping area in the immediate vicinity of the bedrooms in dwelling units within which fuel -fired appliances are installed and in dwelling units that have attached garages. DESIGN LOADS See sheet S 1.0 and S 1.1 for Design Loads. Landed Gentry ENERGY NOTES Reference: 2018 International Energy Conservation Code of The State of Washington (2018 IECC-WA) Chapter 4 using climate zone catagory 5 & marine 4 for all calculations. All residential units shall comply with the Requirements By Component Table 402.1.1. Including but not limited to the following: Associated Notes/Details Code Requirements Showing Compliance Window U-Factor 0.30 (0.25 used) Insulation Notes on Floor Plans Ceiling R-Value R-49 Insulation Notes on Floor Plans Wood Frame Wall R-Value R-21 int. (R-21 int.+R-4 ci used) 1 & 5/D 1 Floor R-Value R-30 (R-38 used) 6/1)1 Slab R-Value & Depth R-10,2ft 1 & 20/D2 (Fully insulated slab used) "int." (intermediate framing) denotes standard framing 16" o.c. with headers insulated with a min. of R- 10 (see 6/D5) and corners fully insulated (see 7 & 8/D4)."ci" denotes continues ridged insulation attached to wall sheathing (see 1 & 5/D1). All units need to have a certificate posted within 3 feet of the electrical distribution panel listing the following information: R-values, U-values, duct air leakage test results, building envelope air leakage test results, types and efficiencies of heating, cooling and service water heating equipment per R401.3 (IECC-WA) All insulation installation shall comply with table 402.4.1.1 (IECC-WA) All units need to be tested and verified as having an air leakage rate not exceeding 5 air changes per hour per R402.4.1.2 (IECC-WA). All mechanical ducts in unheated space shall be insulated to a minimum of R-8 per R403.3.1 Mechanical ducts shall be sealing tested per R403.3.2 (IECC-WA) Hot water piping shall be insulated to a minimum of R-3 in both heated and unheated spaces per R403.5.3 (IECC-WA) Water heaters in unheated spaces, or on concrete floors shall be placed on minimum of R- 10 and a minimum compressive strength of 40 psi per R403.5.5 (IECC-WA) Mechanical ventilation shall be provided per R403.6 (IECC-WA) Heating & Cooling equipment shall be sized per R403.7 (IECC-WA) A minimum of 90% of all permanently installed lamps in lighting fixtures shall be high -efficacy lamps per R404.1 (IECC-WA) Additional Energy Efficiency Requirements (Energy Credits) per R406.2, Table 406.2 & Table 406.3 (IECC-WA) Unit Al = Small Dwelling Unit - 3.0 points required Fuel Type Option 4 Heating system based on electric resistance heat with a ductless mini -split heat pump system providing heating for the largest zone. 0.5 points Energy Credits Option 1.4 Efficient Building Envelope 1.0 points Option 3.4 Ductless Mini split min HSPF 10 1.5 points Option 7.1 Energy Star Dishwasher, Refigerator, Washing machine, & Dryer. Dryer to be ventless w/ min. CEF of 5.2. 0.5 points Total 3.5 points provided 5/1)1 Unit B1 = Small Dwelling Unit - 3.0 points required Fuel Type 6/1) 1 Option 4 Heating system based on electric resistance heat with a ductless mini -split heat pump system providing heating for the largest zone. 0.5 points 13/D 1 Energy Credits 6/1) 1 Option 1.4 Efficient Building Envelope 1.0 points Option 3.4 Ductless Mini split min HSPF 10 1.5 points Option 7.1 Energy star Dishwasher, Refigerator, Washing machine, & Dryer. Dryer to be ventless w/ min. CEF of 5.2. 0.5 points Total 3.5 points provided Unit C 1 = Medium Dwelling Unit - 6.0 points required Fuel Type Option 4 Heating system based on electric resistance heat with a ductless mini -split heat pump system providing heating for the largest zone. 0.5 points Energy Credits Option 1.4 Efficient Building Envelope 1.0 points Option 3.4 Ductless Mini split min HSPF 10 1.5 points Option 5.6 Electric Heat Pump water heater with min. UEF of 2.9 and utilizing split system configuration with air -to -refrigerant heat exchanger located outdoors. 2.5 points Option 7.1 Energy star Dishwasher, Refigerator, Washing machine, & Dryer. Dryer to be ventless w/ min. CEF of 5.2. 0.5 points Total 6.0 points provided See Insulation Notes on the Unit Plans, and Insulation and Energy Notes on sheet D 1. VENTILATION NOTES LIST OF DRAWINGS 1. Design Criteria: 2018 International Residential Code with Washington State amendments. 2. See Notes on Unit Plan Sheets for undercutting doors. Al Cover Sheet - Building 1 3. See Unit Utility Plans for ventilation fans and locations. 4. Whole House Mechanical ventilation system: Whole house ventilation system using exhaust A1.1 Building Statistics -Building 1 fans per section M 1505.4.1. Whole House Exhaust fan shall be ducted directly to the outside A2 Site Plan - Building 1 and designed to limit pressure difference to the outside. Outlet to be equipped with backdraft or motorized dampers in accordance with Washington State Energy Code. Minimum B 1 Building Plans - Building 1 Exhaust fan sizing is as follows: 4.1. Calculations are based of a undistributed, unbalanced system as defined in the IRC where Cs =1.5. Distributed systems require outdoor supply air be provided directly to U1 Unit Plans - Unit Al all habitable spaces. Balanced systems require supply AND exhaust fans which are U2 Framing Plans - Unit Al tested and balanced as having airflow rates within 10% or 5cfm of each other. U3 Utility Plans - Unit Al 4.2. Unit Al Min required Whole House Fan (Qv=Qr * Cs) Qv= 40cfm * 1.5 = 60cfm U4 Interior Elevations & Stair Plans - Unit Al running continuously. If intermittently operated system is installed, multiply required air flow rate by corresponding coefficient located in table M1505.4.3(3). 50% min. U5 Unit Plans - Unit 131 operational run time, switching on at least once every 4 hours. 1.0 max Sone rating. U5(R) Unit Plans - Unit B1(R) 4.2. Unit B1 Min required Whole House Fan (Qv=Qr * Cs) Qv= 40cfm * 1.5 = 60cfrn U6 Framing Plans - Unit B1 running continuously. If intermittently operated system is installed, multiply required U6(R) Framing Plans - Unit B1 (R) air flow rate by corresponding coefficient located in table M1505.4.3(3). 50% min. operational run time, switching on at least once every 4 hours. 1.0 max Sone rating. U7 Utility Plans -Unit B1 4.2. Unit C1 Min required Whole House Fan (Qv=Qr * Cs) Qv-- 50cfin * 1.5 = 75cfin U7(R) Utility Plans - Unit B1(R) running continuously. If intermittently operated system is installed, multiply required U8 Interior Elevations & Stair Plans - Unit B1 air flow rate by corresponding coefficient located in table M1505.4.3(3). 50% min. U8(R) Interior Elevations & Stair Plans - Unit B1 (R) operational run time, switching on at least once every 4 hours. 1.0 max Sone rating. U9 Unit Plans - Unit C1 4.3. Actual mechanical system designed by others. 5. Supply outdoor air shall be brought into the unit through windows or other outdoor air inlets. U9(R) Unit Plans - Unit C1(R) Windows and outdoor air inlets shall be screened or otherwise protected from entry by U10 Framing Plans - Unit C1 leaves or other outdoor materials. U1 O(R) Framing Plans - Unit C1 (R) 5.1. Outdoor air inlets shall be located a minimum of 10 feet from any hazardous or noxious U11 Utility Plans - Unit C1 contaminants (exhaust from dwelling unit toilets rooms, bathrooms, and kitchens shall not be considered hazardous or noxious). U11(R) Utility Plans - Unit C1 (R) 5.2. 10 foot separation is not required where intake opening is located 3 feet or greater U12 Interior Elevations & Stair Plans - Unit C1 below contaminant source. U12(R) Interior Elevations & Stair Plans - Unit C1 (R) 6. Whole House mechanical ventilation system to be provided with manual switches, timers, or other means that provided for automatic operation and that are readily accessible by the occupants. System will have controls equipped with manual override off functions for F 1 Foundation Plan -Building 1 periods of poor air quality that are clearly labeled as to their function. F2 Shear Plans - Building 1 7. Specifics: See Utility Plans for Whole House Fan and Supply air inlet locations. F3 Roof Framing Plan - Building 1 8. All interior doors shall be undercut %" minimum above the finish floor. 6. All residential mechanical equipment installation must conform to the WAC 173-60-040 Standards: Day 55 dBA -- Night 45 dBA. R1 Roof Plan -Building 1 Minimum Required Local Exhaust Rates per section M1505.4.4 E1 Elevations - Building 1 7. Kitchen Exhaust fans shall be per Table 1505.4.4(1) E3 Sections - Building 1 (100 cfm intermittent or 30 cfm continuous). 8. Bathroom/Toilet Room Exhaust fans shall be (50 cfm intermitant or 20 cfm continuous). S1.0 Structural Notes 9. Air exhaust openings to terminate no less than 3 feet from air intake or operable openings. S1.1 Structural Notes S1.2 Shearwall Schedule and Details S1.3 Holdown Schedule and Details S6.0 Typical Foundation Details STO WSWH Panel Details S7.1 WSWH Panel Details CITY OF ANACORTES S7.2 WSWH Panel Details S9.0 Typical Floor Framing Details PLANNING AND BUILDING DEPT: S9.1 Typical Roof Framing Details APPROVED PLANS D1 Details REVIEWED FOR CODE COMPLIANCE D2 Details PERMIT #. BLD-2021-0730 D3 Details ADDRESS. 3206 R Ave D4 Details APPROVED BY: - D5 Details 11 D6 Details SUBJECT TO FIELD INSPECTION. APPROVED PLyfS SHALL NOT D7 Details BE ALTERED WITHOUT AUTHORIZA ON. D8 Details Jack In tM1e Boxa ���.JJ( ryoNM1 Hallor re rms rsi rosy DieselBYach aaaa aNan n Fidalgo ori�elPi�' was q MxoMslnn es �Nacng Mai TM1al n rnv John Btonik Playground BoeB8Iy QCap Ba��I. M.irie Wn rmas QFir qo arena Bunnies By The awes a a ^ \ Bay ReTaBM10 il Theo awes Evan Funeral CM1apel© 0 IVO 4 b I sIt. Crematory Piara Facror. Aaaco Bay lnn aa�es sres Fidalgo Pnimal as yJames BeRS Enteryrise Metlical Center � Inc. (Bella Boata) ®BOBbs Chowd Btillhulll Autwnohve a Bosalmaa 0 0 Y ms ins an® a.ins awns Ben JPea I lantlSl QNew HOPe CM1dnien anus a ins asinz asma m rY[ ssms F¢IlowsM1lP 11` �ina a VICINITY MAP N.T.S. Bervices� �SeaBearS �a\ 32nd St D rT SITE 4 E e II 25 Central Way, Suite 210 Kirkland, Washington 98033 P:425.454.7130 F:425.658.1208 Web: www.milbrandtarch.com © Copyright 2021 Milbrandt Architects, INC., P.S. All rights reserved 11326 REGISTERED \ ARCHITECT AVID J. VINCENT ,STATE OF WASHINGTON R32 Townhomes Anacortes, WA Landed Gentry Revisions No. Date Description Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 JH/AMS Sheet No.: rr Sheet Order: A B U F R E S D 7 R32 Townhomes A 10 U nit Townhome DeLifel��C)Pment Anacortes, Washington Landed Gentry Unit Area Matrix Units Garage Lower Main Upper Total Unit Heated Area Area Heated Area Covered Porch Heated Area Uncovered Deck Heated Area Al 2BR/2.5BA 587 65 33 583 40 583 1231 131 2BR/2.5BA 523 78 26 598 38 564 1240 C1 3BR/3.5BA 413 281 54 639 52 607 1527 Building Area Summary (Building 1) Units Unit Count Garage Area Lower Floor Heated Area Covered Porch Main Floor Heated Area Uncovered Deck Upper Floor Heated Area Al 1 587 65 33 583 40 583 B1 2 1046 156 52 1196 76 1128 C1 2 826 562 108 1278 104 1214 Per Floor Total Areas Building Impervious Building Total Heated Area Building Total SF Fixture Count By Unit 24591 7831 1931 30571 2201 29251 4104 Building Impervious includes Overhangs, Patios, Decks and Porches 6765 Building Heated Square Footage 9678 Area within the exterior walls of the building and usable exterior area under the horizontal projection of the floor or roof above above. Units Sinks Dish Washer Lay. Tub/ Shower Toilet Water Heater Washer Dryer Exhaust Fan Whole House Fan Al 1 1 3 2 3 1 1 1 4 1 B1 1 1 4 2 3 1 1 1 4 1 C1 1 1 5 3 4 1 1 1 5 1 Building Fixture Count (Building 1) Units Unit Count Sinks Dish Washer Lay. Tub/ Shower Toilet Water Heater Washer Dryer Exhaust Fan Whole House Fan Al 1 1 1 3 2 1 3 1 1 1 1 B1 2 2 2 8 4 2 6 2 2 2 2 C1 2 2 2 10 6 8 2 2 2 10 2 Totals 1 51 51 51 211 121 11 ill 51 51 13 7:75:] 0 N Z U W Ii = m U J � _ a S 25 Central Way, Suite 210 Kirkland, Washington 98033 P:425.454.7130 F:425.658.1208 Web: www.milbrandtarch.com © Copyright 2021 Milbrandt Architects, INC., P.S. All rights reserved 11326 REGISTERED \ ARCHITECT AVID J. VINCENT ,STATE OF WASHINGTON R32 Townhomes Anacortes, WA Landed Gentry Revisions No. Date Description Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 HAMS Sheet No.: Sheet Order: A B U F R E S D Al A SITE REQUIREMENTS SETBACK REQUIREMENTS PER AMC 19.42.130 FRONT AND SIDE STREET - 10' (20' FOR GARAGE THAT FACES STREET) INTERIOR - 5 FEET. EXEMPT FROM UPPER STORY SETBACK OF 7.5 FEET. REAR - 10' BUILDING HEIGHT - 40' LOT COVERAGE - 60% LANDSCAPING - 15% OPEN SPACE - 10% GROSS AREA OF EACH UNIT ACCESS - INTERNAL ACCESS DRIVES ARE REQUIRED TO BE 20' WIDE AND HAVE 5' SIDEWALK ON ONE SIDE. WE PROPOSE 16' WIDE ONE WAY DRIVE TO MATCH ALLEY STANDARDS TO THE SOUTH. I LIEU OF A 5' SIDEWALK ON ONE SIDE, WE PROPOSE 4' WIDE PLANTERS ON EITHER SIDE OF THE ACCESS ROAD. WE FEEL THIS IS A MORE APPROPRIATE DETAILING WITH THE LACK OF PEDESTRIAN ACCESS POINTS ALONG THE INTERNAL DRIVE. FIRE APPARATUS VEHICLES SHOULD NOT NEED TO ACCESS THIS DRIVE AS ALL PORTIONS OF THE BOTTOM STORY OF BUILDINGS ARE WITHIN 150' OF AN APPROVED FIRE APPARATUS ROADWAY. WE PROPOSE USING A GRASSCRETE PAVING AT THE THE 32ND CURB CUT IN THE EVENT A FIRE APPARATUS VEHICLE DOES NEED INTERNAL ACCESS TO THE SITE. TO LIMIT ALL OTHER ACCESS FROM 32ND ST, WE WILL PROVIDE BOLLARDS. Guest Parking Calculations Use Required Parking Ratio # of Units Parking Spaces Required Parking Spaces Provided Townhouse 1 per 4 units 10 2.5 3 Off -Street Vehicle Parking Calculations Required Parking Parking Spaces Parking Spaces Use Ratio # of Units Required Provided Townhouse; 2 bedroom 1.4 Min; 2 Max 6 8.4-12 12 Townhouse; 3 bedroom 1.6 Min; 2.5 Max 4 6.4-10 8 Bike Parking Calculations Use Required Parking Ratio # of Units Parking Spaces Required Parking Spaces Provided Townhouse N/A 10 N/A N/A Usable Residencial Open Space Calculations Required Open Open Space Open Space Use Space Ratio Unit Type Gross S.F. Required Provided 10%Gross Unit Townhouse Area Al 1,818 181.8 255/270 10%Gross Unit Townhouse Area 61 1,762 176.2 262/278 10%Gross Unit Townhouse Area C1 1,940 194 468/494/598 SITE STATS SITE AREA = 14,998.59 S.F. (.34 ACRE) LANDSCAPE AREA = 4,259.31 S.F. (28.40%) LOT COVERAGE = 7,785 S.F. (52%) OPEN SPACE UNIT 1 = 468 S.F. (24% GROSS FLOOR AREA) UNIT 6 = 494 S.F. (25% GROSS FLOOR AREA) UNIT 2 = 262 S.F. (14% GROSS FLOOR AREA) UNIT 7 = 278 S.F. (15% GROSS FLOOR AREA) UNIT 3 = 255 S.F. (14% GROSS FLOOR AREA) UNIT 8 = 270 S.F. (14% GROSS FLOOR AREA) UNIT 4 = 262 S.F. (14% GROSS FLOOR AREA) UNIT 9 = 278 S.F. (15% GROSS FLOOR AREA) UNIT 5 = 468 S.F. (24% GROSS FLOOR AREA) UNIT 10 = 598 S.F. (30% GROSS FLOOR AREA) UNITS UNIT Al - 2 BED/2.5 BATH (1,818 GROSS S.F.) 2 UNITS UNIT 131 - 2 BED/2.5 BATH (1,762 GROSS S.F.) 4 UNITS UNIT C1 - 3 BED/3.5 BATH (1,940 GROSS S.F.) 4 UNITS TOTAL 10 UNITS PARKING - 20 GARAGE STALLS, 3 PARALLEL GUEST STALLS CITY OF ANACORTES A L1 I L1 I W-rey.1111aX1111110 APPROVED BY: DATE: 07/27/2 1 I b r a n d t A 25 Central Way, Suite 210, Kirkland, Washington 98033 r c h i t e c t s, Phone:425-454-7130 Fax: 425-658-1208 n c . , P 0 S 0 Website: http://www.miI bran dtarch.com SITE PLAN Alley Loaded Scheme FIRE ACCESS DISTANCE SETBACK/EASEMENT AS NOTED PROPERTY LINE GROUND FLOOR OPEN SPACE WITH MINIMUM DIMENSION OF 12' TRASH ENCLOSURE - SEE SHEET A2.1 R32 Townhomes A 10 Unit Town home Development Anacortes, Wa Landed Gentry CITY OF ANACORTES Planning, Community, & Economic Development Date Received: 05/25/2021 PLN-2021-0010 Site Plan Scale: Drawn By: Date: Date Plotted: 1 " = 20' J H 03-30-21 5-19-21 Sheet No.: A2 Job No.: 2121 GENERAL NOTES EXHIBIT B PLANT SCHEDULE TREES CODE QTY BOTANICAL NAME COMMON NAME SIZE ACE KA3 2 Acer rubrum 'Karpick' Karpick Red Maple 2" Cal. CHA ARR 4 Chamaecyparis nootkatensis 'Green Arrow' Green Arrow Nootka Cypress 7' Ht. COR SAT 2 Cornus kousa 'Satomi' Satomi Red Kousa Dogwood 2" Cal. GIN G10 3 Ginkgo biloba 'Goldspire' Fastigiate Maidenhair Tree 2" Cal. 'Ruby • e PAR RUB 3 Parrotia persica Vase' Ruby Vase Persian Parrotia 2" Cal. SHRUBS CODE QTY BOTANICAL NAME COMMON NAME SIZE OBER AT4 4 Berberis thunbergii 'Atropurpurea Nana' Dwarf Redleaf Japanses Barberry 2 gal. BUX SUF 4 Buxus sempervirens 'Suffruticosa' True Dwarf Boxwood 2 gal. p CHA HIN 3 Chamaecyparis obtusa 'Dwarf Hinoki' Dwarf Hinoki False Cypress 5 gal. COR KE3 1 Cornus stolonifera'Kelseyi' Kelsey Dogwood 2 gal. FOR FI2 2 Forsythia x intermedia 'Fiesta' Fiesta Forsythia 2 gal. HEB ALIT 3 Hebe x 'Autumn Glory Autumn Glory Hebe 2 gal. HYD END 2 Hydrangea macrophyl la 'Bail mer' TM Endless Summer Hydrangea 2 gal. J • 1 ILE GGI 15 Ilex glabra 'Gem Box' Inkberry Holly 2 gal. MAH RE4 8 Mahonia repens Creeping Mahonia 2 gal. NAN MOO 5 Nandina domestica 'Moon Bay' TM Heavenly Bamboo 2 gal. o ] OSM HET 2 Osmanthus heterophyllus 'Goshiki' Goshiki Holly Olive 2 gal. 0 PIE CA2 12 Pieris japonica 'Cavatine' Lily of the Valley Bush 2 gal. F o RHO SC2 2 Rhododendron schlippenbachii Royal Azalea 5 gal. AZA LAI 5 Rhododendron x'Girard's Pleasant White' Girard's Pleasant White Evergreen Azalea 2 gal. OSPI SP2 3 Spiraea japonica 'Little Princess' Little Princess Japanese Spirea 2 gal. j ( SYR MIS 2 Syringa patula 'Miss Kim' Miss Kim Lilac 2 gal. VIB DA2 4 Viburnum davidii David Viburnum 2 gal. q ^ WEI MID 4 Weigela florida 'Midnight Wine' TM Weigela 2 gal. PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME SIZE AST PU7 5 Astilbe chinensis 'Pumila' Dwarf Pink Astilbe 1 gal. 10 CAR TRI 15 Cardamine trifolia Three -leaf Bittercress 1 gal. CAR OS2 15 Carex oshimensis 'Everoro' Everoro Japanese Sedge 1 gal. Cx HEL ORI 4 Helleborus orientalis Lenten Rose 1 gal. OHEM YH3 21 Hemerocallis x Hybrid Daylily 1 gal. rHEU B21 13 Heuchera x 'Black Beauty Coral Bells 1 gal. HEU LRF 8 Heuchera x 'Lime Ruffles' Lime Ruffles Coral Bells 1' Ht. HOS VE2 4 Hosta ventricosa Blue Plantain Lily 1 gal. LAV DE2 6 Lavandula dentata French Lavender 1 gal. LIR BIG 18 Liriope muscari 'Big Blue' Big Blue Lilyturf 2 gal. OPH BLA 30 Ophiopogon japonicus 'Black' Black Mondo Grass 1 gal. POL MU2 14 Polystichum munitum Western Sword Fern 1 gal. GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME SIZE U IU IU IU IU IU IU IY 'Black u10 iu l0 iu m iu l� AJU RCC 6 Ajuga reptans Scallop' Black Scallop Carpet Bugle 6" SAG SUB 11 Sagina subulata Irish Moss 6" SOD/SEED CODE QTY BOTANICAL NAME COMMON NAME SIZE w GRA ENM 147 sf Grass Low Grow Lawn Seed Mix Locally Proven Lawn Mix seed GRA SEL 5,557 sf Grass Sod Locally Proven Turf sod NO. I DATE 00000000 O O 000000 O 0 O O O O O. O C7 00 00 GRA SEL GRA ENM 32ND STREET ,• • • • • • • • • • • • • • • ;••d••••••w•••d••••••••••w� • • • • • • • • w • • • • • • • O • • •a•••..••• ►•••o .............. V00000 — 00000000 EXISTING FENCE I HYD END owl a o a o I I �L JJUVVVO`` P��� i �7�� • mac` _ MX 1 X f X X 0 J v MAH RE4 CONCRETE STEPPING STONES THROUGH VIB DA2 GROUNDCOVER OPH BLA I —CA OS2 V 'S ILE GGI I o m _ I K PIE CA2 SPI SP2 ��YVVyyb` • O O {- ----- --------- ��nnnnn°� I I. II PLANTING PLAN BLDG 2 ILE GGI — GRA SEL I 1 6 1 ?, 0 J CHA ARR 1 If = 10'-0" (CHECK SCALE BAR FOR ACCURACY) REVISION I BY I REV.1 ocdo' cdc mcp Landed Gentry R32 contact: Anna Nelson Landscape Statistics - COA S.F. GROSS ACREAGE 14,999 Landscape Area Required (10%) 1,499 Landscape Area Provided 4,259 28% STREET FRONTAGE 1-1/2" caliper approved tree every 30' o.c. required provided per code. CITY OF ANACORTES PLANNING APPROVAL APPROVED BY: DATE: 07/27/2021 ocdo' cdc ax9 IF eccosDesign Landscape Architecture and Planning Mount Vernon, WA 98273 p. 360.419.7400 f.800.508.2017 dbbnr Designer www.eccosdesign.com OPH BLA PAR RUBS "0 0 0 0 0 0" CITY OF ANACORTES Planning, Community, & Economic Development Date Received: 05/25/2021 GRASS LINED BIORETENTIN PLN-2021-0010 SWALE. SMOOTH OUT SWALE SIDES SO SIDE SLOPES ARE 4:1 7 NAN MOO FOR FI2� 1. 4 TO 6 INCH CO LE LINES SWALE. COBBLE 12 DEEP 2-MAN SMOOTH BOULDER ON 0 EDEGE (QUAN 3) o CONCRETE STEPPING ❑ ❑ ❑ _ GIN G10 STONES THROUGH HEU, B21 GROUNDCOVER I� CAR OS2\ LAV DE2 — OVER -EXCAVATE FOR 111111000 PLACEMENT OF 36" IMPORTED TOPSOIL. X TYPICAL ALL PARKING AREA POCKET PLANTERS. X 1 X BLDG 1 AZA LAI I X I CHA HIN HEU LRF CAR TRI � ��� POL MU2 RHO SC2 CONCRETE STEPPING STONES ❑❑ 00 C HEB AUT VV 'noon �I v„nn non° i I I I I I I I I y� I Ili i I i BLDG 2 I BLDG 1 GROUND FLOOR OPEN — SPACE WITH MINIMUMS DIMENSION OF 12' i L-- 1 JOPEN SPACE KEYMAP L-1 ISEE ARCHITECTURAL SITE PLAN FOR DETAILS STATE OF ter/ WASHINGTON REGISTERED L TECT PATRI AN CERTIFI E NO. 793 R32 Townehomes Anacortes, WA ss IR SCALES: HORIZONTAL 1" = 10' VERTICAL N/A DESIGNED: PD DRAWN: PD CHECKED: PD SUF — AJU RCC w z w Q 1. ALL WORK SHALL BE PERFORMED BY PERSONS FAMILIAR WITH THIS KIND OF WORK AND UNDER THE SUPERVISION OF A QUALIFIED FOREMAN. 2. ALL PLANT MATERIAL SIZES AND QUALITY TO CONFORM TO AMERICAN ASSOC. OF NURSERYMEN, AMERICAN STANDARD FOR NURSERY STOCK, MOST RECENT PUBLISHED. 3. PLANT LOCATIONS ON THE PLANS ARE DIAGRAMMATIC AND MAY BE SUBJECT TO ADJUSTMENT IN THE FIELD BY THE LANDSCAPE CONTRACTOR. 4. ALL PLANT MATERIAL SHALL BE OF NURSERY STOCK AND SHALL BE OF THE TYPE, SIZE AND CONDITION SPECIFIED. THE PLANT MATERIAL SHALL EXHIBIT NORMAL HABITS OF GROWTH FOR THE SPECIES, SHALL HAVE BUDS INTACT AND SHALL BE FREE OF DISEASE, INSECTS, SCARS, BRUISES, BREAKS, SEED AND WEED ROOTS. 5. SEE NOTES THIS SHEET FOR TOPSOIL DEPTH AND SPECIFICATION. 6. SEE SPEC THIS SHEET FOR BIORETENTION SOIL MIX. BIORETENTION SOIL MIX TO BE PLACED AT A MINIMUM DEPTH OF 12" IN THE BOTTOM OF THE BIORETENTION. 7. MEDIUM BARK MULCH IS TO BE INSTALLED AT ALL NEW PLANTING AREAS WITH A MINIMUM OF 2 INCHES. 8. LANDSCAPE CONTRACTOR SHALL VERIFY LOCATION OF ALL SITE UTILITIES PRIOR TO LANDSCAPE IMPLEMENTATION. PLANT LOCATIONS MAY BE ADJUSTED TO AVOID CONFLICT. 9. LANDSCAPE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT EXISTING SITE IMPROVEMENTS, PAVING, WALLS, AND UNDERGROUND UTILITIES. DAMAGE SHALL BE REPAIRED TO THE OWNER'S SATISFACTION AND AT NO ADDITIONAL COST. 10. PLANT COUNT IS FOR THE CONTRACTOR'S CONVENIENCE; IF THERE IS A DISCREPANCY, THE PLAN SHALL GOVERN. ACTUAL PLANT QUANTITIES TO BE DETERMINED BY REQUIRED PLANT SPACING. 11. ALL AREAS TO BE PLANTED WITH GROUNDCOVER ARE INDICATED ON THE PLAN WITH A HATCH PATTERN. SEE PLANT LIST FOR PLANT TYPE, SIZE, AND SPACING. 12. SUBSTITUTION OF PLANT VARIETIES DUE TO LACK OF AVAILABILITY SUBJECT TO APPROVAL BY THE OWNERS REPRESENTATIVE AND CITY. 13. ALL DIMENSIONS ARE ASSUMED TO BE PARALLEL OR PERPENDICULAR UNLESS OTHERWISE NOTED. 14. ALL SOIL GRADES TO BE A MINIMUM SIX INCHES BELOW ADJACENT FINISH FLOOR ELEVATIONS UNLESS NOTED OTHERWISE ALL GRADES ADJACENT TO A BUILDING SHALL HAVE A MAXIMUM SLOPE OF 5% 3' FROM FOUNDATION. 15. ALL GRADES, DIMENSIONS AND EXISTING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. 16. AUTOMATED IRRIGATION SYSTEM TO BE BIDDER DESIGNED SYSTEM WILL BE PROVIDED. 17. BASEMAP PROVIDED BY HERRINGSTAD ENGINEERS. SOIL NOTES 1. CONTRACTOR MAY STOCKPILE SITE TOPSOIL FOR POSSIBLE RE -USE IN LANDSCAPE BEDS. STOCKPILED TOPSOIL TO BE APPROVED BY OWNERS REPRESENTATIVE. ROAD BASE, GLACIAL TILL, GRAVEL OR CONTAMINATED SOILS ARE NOT ACCEPTABLE AND WILL BE REJECTED. 2. SITE TOPSOIL SHALL HAVE ALL ROCKS, GRASS CLODS AND DEBRIS LARGER THAN 1" WHENEVER VISIBLE ON THE SURFACE 3. EXISTING SITE TOPSOIL TO BE AMENDED WITH COMPOST AT A RATIO OF 3:1. 3 UNITS OF EXISTING SOIL TO ONE UNIT OF COMPOST. COMPOST TO BE WSDOT CERTIFIED. 4. IN LIEU OF AMENDING SITE TOPSOIL CONTRACTORS MAY CHOOSE TO USE IMPORTED 2-WAY TOPSOIL. 5. TOPSOIL DEPTHS 5.1. TOPSOIL TO BE PLACED AT A MINIMUM OF 9" IN ALL LANDSCAPE BED AREAS AND INCORPORATED INTO EXISTING SUBGRADE. LIGHTLY TAMP 6" LAYERS OF SOIL BY HAND OR LIGHTLY WITH EXCAVATOR. 5.2. TOPSOIL TO BE PLACE AT AT MINIMUM OF 12" IN ALL TREE -PIT AREAS. SEE DETAIL THIS PAGE. 5.3. LAWN / GRASS AREA HAVE A MINIMUM 2" PROFILE OF TOPSOIL. ROTO-TILLER MAY BE USED TO PROVIDE A SMOOTH GRADE FOR LAWNS. 6. TOPSOIL SHALL NOT BE MOVED, MIXED OR PLACE WHILE SATURATED. 7. IN ALL INSTANCES, PLACED TOPSOIL TO BE INCOPRPORTED INTO EXISTING GRADE. one inch NORTH 0 10 20 30 40 ISSUE DATE: 5.18.2021 PLANTING PLAN DRAWING: 2118 land • JOB NO.: 2118 SHEET. L-1 7 0 79' -4" BUILDING 1 UPPER LEVEL PLAN 1/81, = 1'-01, LEGEND EXTENT OF COMMON FIRE SEPARATION WALL SEE DETAIL 4/D1 1-HR FIRE PARTITION SEPARATES THE INTERIOR SPACES BETWEEN DWELLING UNITS IN THE SAME BUILDINGS PER 2018 IRC SECTION 302.2.2 ITEM 1. 1-HR RATED CEILING BELOW PROJECTING FLOOR ABOVE WHERE PROJECTING FLOOR IS WITHIN 3'-0" OF PROPERTY LINE. SEE DETAIL 7/D1 & 12/D1. 1-HR RATED CEILING ON LOW ROOF .. WHERE CEILING IS WITHIN 3'-0" OF PROPERTY LINE. SEE DETAIL 14/D1. ■ WRAP COLUMN WITH ONE LAYER OF %" TYPE 'X' GWB TO ACHIEVE 1-HOUR FIRE RATING. SEE DETAIL 8/D7 & 8/D6. c c 1 79'-4" BUILDING 1 LOWER LEVEL PLAN 1/8" = V-0" BUILDING 1 7q'-4 LOWER LEVEL PLAN 0 N z U W H m U J � Q 25 Central Way, Suite 210 Kirkland, Washington 98033 P:425.454.7130 F:425.658.1208 Web: www.milbrandtarch.com © Copyright 2021 Milbrandt Architects, INC., P.S. All rights reserved 11326 REGISTERED \ ARCHITECT AVID J. VINCENT ,STATE OF WASHINGTON xo R32 Townhomes Anacortes, WA Landed Gentry Revisions No. Date Description Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 JH/AMS Sheet No.: F#1 Sheet Order: A B U F R E S D U N IT PLAN NOTES FRAMING: 2x6'S AT EXTERIOR WALLS A 2x4'S AT INTERIOR WALLS UNLESS NOTED OTHERWISE. ......• R-21 BATT INSULATION + R-4d — — — R-15 BATT INSULATION, 3'/z" ACOUSTICAL INSULATION BOTH SIDES OF COMMON WALL, U.N.O. CONCEALED SPACES SHALL BE FIRESTOPPED IN BOTH DIRECTIONS AT 10'-0" ON CENTER AND AT FLOORS. TYPICAL. ALL ESCAPE OR RESCUE WINDOWS FROM SLEEPING ROOMS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. THE MINIMUM CLEAR OPENING HEIGHT DIMENSION SHALL BE 24". THE MINIMUM CLEAR OPENING WIDTH DIMENSION SHALL BE 20". SILL HEIGHT SHALL BE NOT MORE THAN 44" ABOVE THE FLOOR (IRC SEC. R310.2). WHERE SILL AT OPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVE FINISHED GRADE OR OTHER SURFACE BELOW, SILL HEIGHT SHALL BE MINIMUM 24 INCHES ABOVE FINISHED FLOOR. PER IRC SEC. 312.2.1. ALL GLAZING SHALL CONFORM TO IRC SEC. R308.4, HAZARDOUS LOCATIONS. GLAZING IN ALL DOORS SHALL BE SAFETY GLAZED AND ALL GLAZING WITHIN A 24" ARC OF EITHER VERTICAL DOOR EDGE SHALL BE SAFETY GLAZED. PROVIDE %" (MIN.) GYPSUM SHEATHING ON WALLS BEHIND TUB/SHOWERS TO SATISFY FIRE REQUIREMENTS AT UNIT SEPARATION WALLS CONDITION. PROVIDE WATER RESISTANT GYPSUM WALLBOARD BEHIND TUB AND SHOWER ENCLOSURE MATERIALS TO A HEIGHT OF 70" MINIMUM ABOVE THE DRAIN INLET. NO PLUMBING, MECHANICAL EQUIPMENT, DUCTS OR VENTS SHALL BE LOCATED IN THE COMMON UNIT SEPARATION WALLS PER IRC SEC. R302.2.2. WASHING MACHINE HOOKUPS SHALL BE ACCESSIBLE, AND DRAINS SHALL BE READILY ACCESSIBLE UNDER UPC 606.6, 804.1. ALL BEDROOM AND BATHROOM DOORS SHALL BE UNDERCUT A MINIMUM OF Y4" ABOVE THE ADJACENT FLOOR COVERING. THE FRONT DOOR SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. IT MAY BE PROVIDED WITH A NIGHT LATCH, DEAD BOLT OR SECURITY CHAIN, PROVIDED SUCH DEVICES ARE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR TOOL, AND MOUNTED NOT TO EXCEED 48" ABOVE THE FINISHED FLOOR. APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED SUCH THAT THE SOURCE OF IGNITION IS NOT LESS THEN 18" ABOVE THE FLOOR SURFACE PER IRC SECTION M1307.3. LISTED FLAMMABLE VAPOR IGNITION RESISTANT APPLIANCES ARE NOT REQUIRED TO BE ELEVATED. APPLIANCES SHALL NOT BE INSTALLED IN A LOCATION WHERE SUBJECT TO VEHICLE DAMAGE EXCEPT WHERE PROTECTED BY APPROVED BARRIERS PER IRC SECTION M1307.3.1. ALL SHOWER HEADS AND KITCHEN SINK FAUCETS INSTALLED IN THE UNITS SHALL BE RATED AT 1.75 GPM OR LESS AND ALL OTHER LAVATORY FAUCETS SHALL BE RATED AT 1.0 GPM OR LESS. STAIR NOTES: LOCATE HANDRAILS AT 34'-38" ABOVE THE STAIR NOSING. HANDRAIL GRASP DIMENSION SHALL BE BETWEEN 1" & 1-1/4". PROVIDE CONTINUOUS HANDRAIL OR TERMINATE AT NEWEL POSTS OR SAFETY TERMINAL. WHERE USED AS A GUARDRAIL, A MAX. OPENING OF 4" STAIRS TO HAVE A MAX. RISER OF 7Y4" AND A MIN. TREAD OF 10". HANDRAIL REQUIRED AND RUNS OF 4 RISERS OR GREATER. STAIRS NOT TO ENCROACH INTO PARKING AREAS. WATER HAMMER ARRESTOR REQUIRED AT ALL DEVICES WITH QUICK CLOSING VALVES PER UPC 609.10. GYPSUM WALLBOARD SCHEDULE %" GYPSUM WALLBOARD (GWB) SHALL BE USED THROUGHOUT ON INTERIOR WALLS, INTERIOR SIDE OF EXTERIOR WALLS AND CEILINGS EXCEPT AT EXTERIOR WALLS AND COMMON WALLS REQUIRED TO HAVE A 1-HR OR 2-HR FIRE -RESISTANCE RATING IN WHICH CASE Y8" TYPE 'X' GWB SHALL BE USED. INSULATION WALLS: 2x6 WALLS WITH FIBERGLASS BATTS OR BLANKETS - R21, WINDOW HEADERS WITHIN THESE WALLS TO BE R-10. WALLS TO HAVE R-4 CONTINUOUS RIGID INSULATION INSTALLED AGAINST THE EXTERIOR SHEATHING. FLOORS OVER UNHEATED SPACES - R-38 SLAB ON GRADE - R-10 PERIMETER AND UNDER FULL SLAB ATTICS AT TRUSSES - R-49 (R-38 SHALL BE DEEMED TO SATISFY THE REQUIREMENT OF R-49 WHEREVER THE FULL HEIGHT OF UNCOMPRESSED INSULATION EXTENDS OVER THE WALL TOP PLATE AT THE EAVES). EXTERIOR DOORS: DOORS BETWEEN HEATED AND UNHEATED SPACES SHALL BE U=0.25 OR BETTER. WINDOWS: ALL WINDOWS AND SGD TO HAVE U-FACTOR OF U=0.25 OR BETTER INSULATE UNDER STAIRS AND IN WALL CAVITIES ABOVE BOTTOM OF STRINGERS SEE SHEET U4 FOR INTERIOR ELEVATIONS AND STAIR PLANS L E G E N D 1-HR RATED CEILING ON LOW ROOF .•�'.'or.� WHERE CEILING IS WITHIN T-O" OF " PROPERTY LINE. SEE DETAIL 14/D1. ■ WRAP COLUMN WITH ONE LAYER OF %8" TYPE 'X' GWB TO ACHIEVE 1-HOUR FIRE RATING. SEE DETAIL 8/D7 & 8/D6. M rn rn 0 I 00 m P. T_7" 2'-5" 1'-2" I I 15'-4" 5'-10y4" I I TYP. @ 1 EX 1. D1 6-0 41-6 SL WALLS ........... ............1 EGRESS •� I I � I I p4 TYP. edroom 2 Ii rn I N I II I 8'-3y2" 1 I' 3 TYP. @ I D1 INT. II WALLS 1 I T H001, 5' 1 TUB & ABath HOWE 4' 9Y2" 1.I D3 3' 6" o17: II 48"x36" I TP O I II - II I II m 2-4 HCW N I N m M. II — 18" TB Bath �s11 4 o TP i D1 I1 22"x30" ATTIC ACCESS —SHELF AND PLATFORM 1 I 7 +36" A.F.F. I D3 8'-3Y2" N Master Bedroom 1 Qm II > _ I o II v I m I 6 TYP. 1 N EGRESS 1 I -0 410 SH 5-0 41-6 SL D4 TYP. I I I I T-10 2" 2 5" 1' 2" T-7" 11'-9" 15'-4" UNIT Al UPPER LEVEL PLAN 1/4" = V-0" 0 I I 0 r- T -7" 11'-9" 9' _8" 5' _8" 5'-11�4" 5'-9�4" 1 TYP. T. @ I 8 EX YWALLS D5I----------- I — — — — — — — — — — — — — — — — — — — — — — — ' ROOFIBELOW 8-0 7- SOHD TYP. � �—----------��/ � 1 TYP. @ EXT. 3 O I\ /I 8 WH I \ 12 / I D1 WALLS I D4 � \ D5 PARKING STALL 9'-0"x19'-0" / D4 I - _ 6-0 5I0 SL � \ ............ ...........i r—-------------- � I \ FLOOR ABOVE / ............. TYP. \ / ••• / D5 I I Dining i 2X8 FRAMI ING \\ / '1 FOR ELECTRIC \ / I 1 - PANEL II 4'-0�" 6 3�, II \\ Garage / 2 2' 4" 2 2'-8" ¢ SOFFIT DOWN I WALL FINISH %" GWB FILING FINISH II 2x TO 8'-0" A.F.F. it %" TYPE "X" GWB. FIRE -TAPE ALL GWB �1 I WRAP BEAMS BELOW CEILING LEVEL. N En INSULATE FLOOR ABOVE. l i I SEE DETAIL 6/D1 TP iv D1 I I x - - _ 2x6 I \ / 18 1 Pwd rit 17 18" TB D1 II Kitchen D, 0 0 �I 4 O II WAS%E, I x IV-- ----- — — — — — — �.� S& P— 3 1 �� -1I I� WAS%E o "\ i I'll II X I I\ PARKING STALL / N o 1 J I I I I\ 9'-0"x19'-0" / I WASTE , \ /Ln HALF WALLrn +42" A.F.F. z Y II I i�X�� I CT o _ 4 1 I o I ........... / o oe �1 ---- 00 2 I I I \\ / D3 T-11Y2" 7'-4" 'I 2 \ / N � 4 \ / D1 TYP. \ / II I \ / 3 5 TYP. @INT. II \ / D1 WALLS 1 D1 Li Living i 1 1 \ / 21-10/" / 4'_0�, INSULATE FLOOR OVER UNHEATED SPACE.------ — STAIRS AS Entry :............. NEEDED. MAX 5 in I 4'-01 7Y4" RISER. SEE ' II /2-81NSUL II D4 I 2 MIN RATED 1n 9 & 10/D2 I•••••••••••••••••• 18 I SE CLOSING v 4 D6 _ II > D2 D8 6-0 8-0 SGD \\ J ............... ..... 4 w LFLOOR ' 0 ROOF BELOW 7 9 I D5 � ? ABOVE 8 4-0 1-� SL I II N ' D4_ Deck D7 D4 CONDENSER -- -- `—: — — TYP. 12 �` .:.: i 2-0 4r0 SI #� D5 T P. ...;� D7 10 N •• SFTYj GLZ I 7 I :% 8 N T-6" \ 8 1~�• '•• D4 TYP. '.�.• •:_• .n j D7 D7 Porch ' • •; l 1 — — DECKIIABOVE . •'...' • ~•� • I f— �Lv ti 4 I r I.,: I I 4 I 4'-4" 4'-4Y" D6 8" TYP. IDS 3 -0Y2 8'- 8Y2 I 2'-2" T-0" 1' 9" 4'-0Y2 I 4'_4Y2, i T-7" 11' 9" 6-11" 8'-5" 15' -4" 15' -4" UNIT Al MAIN LEVEL PLAN UNIT Al LOWER LEVEL PLAN 1/4" = V-0" 1/4" = V-0" AREA SUMMARY Heated SF Unheated SF Inside Face* Inside Face* First Floor 65 623 Second Floor 583 40 Third Floor 583 0 Total SF 1231 663 . Side of exterior walls to which area was measured 0 N z U W H �/ Ii = m U J � Q 25 Central Way, Suite 210 Kirkland, Washington 98033 P:425.454.7130 F:425.658.1208 Web: www.milbrandtarch.com @ Copyright 2021 Milbrandt Architects, INC., P.S. All rights reserved 11326 REGISTERED \ ARCHITECT AVID J. VINCENT ,STATE OF WASHINGTON R32 Townhomes Anacortes, WA Landed Gentry Revisions No. Date Description A 9-9-21 PERMIT CORRECTIONS Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 JH/AMS Sheet No.: Sheet Order: A B U F R E S U 1 FLOOR FRAMING NOTES SF STRUCTURAL FASCIA %x8 TYP. U.N.O.) FB FLUSH BEAM DB DROP BEAM HDR HEADER GT GIRDER TRUSS GLB GLU-LAMINATED BEAM (SEE SHEET xx FOR CAMBER INFO.) FLOOR FRAMING AS NOTED IN DRAWINGS VENT DUCTING ® (2) 2x STUDS LINO BYOX , WHERE X=NUMBER OF STUDS BLOCKED DIAPHRAGM,- NAILING PER STRUCTURAL NOTES SHEET xx BEARING WALL HANGERS INDICATED ARE SIMPSON STRONG -TIE SEE SHEETS xx. FLOOR SHEATHING SHALL BE AS INDICATED ON SHEET xx. ALL BEAMS AND HEADERS SHALL BE SUPPORTED ON DOUBLE STUDS UNLESS NOTED OTHERWISE. PROVIDE 3 BUNDLED STUDS UNDER BEAMS GREATER THAN 6" WIDE AND 2 BUNDLED STUDS UNDER BEAMS LESS THAN 6" WIDE. FACE NAIL BUNDLED STUDS TOGETHER WITH (2) 16d AT 12" O.C. TYPICAL. VERTICAL STRAPS (EX. STHD, MST) INDICATED ON FRAMING PLAN ARE AT THE BOTTOM OF THE WALLS BELOW THE FRAMING LEVEL. BLOCKING @ FLOOR RIM SPACE - SEE xx FOR BLOCKING @ SAWN LUMBER SEE xx FOR BLOCKING @ TJI SEE xx FOR BLOCKING @ TRUSS BAYS SEE xx FOR BEARING WALL STUD REQUIREMENTS. SEE SHEETS xx FOR TYPICAL WOOD FRAMING DETAILS. UNIT Al PLATFORM FRAMING PLAN RAI! PLATFC FRAM +3'-0" A SEE FRAM PLAN T SH UNIT Al 1/4" = V-0" UPPER LEVEL FRAMING PLAN 2x LEDGER JACK TRUSS @ 24" O.C. i 2X LEDGER 4X8 POST POST ABV. POST ABV. O z o' 3 2x LEDGER , 2 JACK TRUSSES @ 24" O.C. ' I x � it a ROOF TRUSSES ABOVE ri ��m i�,c- c- 4x8 POST POST ABV. 44 POST 2x10 DECK JOIST. @ 16" O.C. RIP TOP %4":1' FOR DRAINAGE UNIT Al FRMIN LEVEL AMING PLAN 1/4" = V-0" 0 N z U W H m U J � Q II 25 Central Way, Suite 210 Kirkland, Washington 98033 P:425.454.7130 F:425.658.1208 Web: www.milbrandtarch.com @ Copyright 2021 Milbrandt Architects, INC., P.S. All rights reserved 11326 REGISTERED \ ARCHITECT AVID J. VINCENT ,STATE OF WASHINGTON R32 Townhomes Anacortes, WA Landed Gentry Revisions No. Date Description Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 JH/AMS Sheet No.: CD 0 Q a Sheet Order: A B U F R E S U2 �z � � � � ELECTRICAL NOTES 0 GENERAL NOTES < THIS ELECTRICAL PLAN IS THE ARCHITECT'S SUGGESTED LAYOUT. THE ELECTRICAL CONTRACT IS ON A DESIGN -BUILD BASIS. ELECTRICAL CONTRACTOR'S DESIGN SHALL BE APPROVED BY THE OWNER AND SHALL CONFORM TO THE APPLICABLE ELECTRIC CODE REGARDLESS OF WHAT IS SHOWN ON THIS DRAWING. METER CENTER LOCATIONS SHALL BE COORDINATED WITH THE ARCHITECT. < HIGHEST OPERABLE PART OF ENVIRONMENTAL AND OTHER CONTROLS SHALL MOUNTED NOT LESS THAN 36 INCHES ABOVE FLOOR. ELECTRICAL AND COMMUNICATIONS SYSTEMS ON WALLS SHALL BE MOUNTED A MIN. OF 15 INCHES ABOVE FLOOR. OUTLETS, SWITCHES, TELEPHONE AND TV, ETC. BOXES IN PARTY WALLS OF ONE UNIT SHALL BE IN < DIFFERENT STUD SPACES THAN THOSE IN THE ADJACENT UNIT. NO TWO ADJACENT UNITS SHALL HAVE SUCH BOXES IN THE SAME STUD SPACE. BOXES SHALL BE SEPARATED HORIZONTALLY BY 24" INDIVIDUAL ELECTRICAL OUTLET BOXES SHALL BE OF STEEL OR OTHER APPROVED MATERIAL AND SHALL< NOT BE GREATER THAN 16 SQUARE INCHES IN AREA. < OUTLETS SERVING COUNTERTOP SURFACES IN KITCHENS AND BATHROOMS OR LOCATED WITHIN 6 FEW OF A SINK RECEPTACLE SHALL HAVE GROUND FAULT CIRCUIT-INTERUPTER PROTECTION. OUTLETS INSTALLED IN GARAGES OR OUTDOORS SHALL HAVE GROUND FAULT CIRCUIT-INTERUPTER PROTECTION < THE WATER HEATERS SHALL BE STRAPPED AT A POINT WITHIN THE UPPER 1/3 AND THE LOWER 1/3 OF ITS VERTICAL DIMENSION. THE LOWER STRAP SHALL BE NOT LESS THAN 4" ABOVE ANY CONTROLS. < WATER HEATERS SHALL BE PROVIDED WITH A PRESSURE/TEMPERATURE RELIEF VALVE THAT IS < CONNECTED TO A DRAIN LINE. THE DRAIN LINE SHALL BE DIRECTED TOWARD THE GROUND AND TERMINATE AT A POINT NO LESS THAN 6" AND NO MORE THAN 24" ABOVE THE GROUND. < PRESSURE/TEMPERATURE RELIEF VALVE SHALL DISCHARGE THROUGH AN AIR GAP INTO THE DRAINAGE < SYSTEM OR OUTSIDE OF BUILDING PER UPC 608.5. < SMOKE DETECTORS SHALL BE EQUIPPED WITH A BATTERY BACK-UP, SHALL EMIT A SIGNAL WHEN < BATTERIES ARE LOW, SHALL BE PERMANENTLY HARD WIRED AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVERCURRENT PROTECTION, AND SHALL SOUND AN ALARM < AUDIBLE IN ALL SLEEPING AREAS OF THE DWELLING IN WHICH THEY ARE LOCATED. 11\1 11\1 11\1 11\1 ENERGY NOTES SEE ENERGY NOTES ON SHEET Al & D1. WATER HEATER SHALL BE ELECTRIC. HOT AND COLD WATER HEATER PIPES IN UNCONDITIONED SPACES SHALL BE INSULATED WITH R-3 INSULATION WHICH HAS A FLAME SPREAD OF 25 OR LESS. ELECTRIC HEATER SIZE BASED ON 3 WATTS PER SQUARE FOOT. SEE HEAT SIZING FORMS FOR EXACT MAX SIZING PER UNIT. DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM TO PROVIDE ZONAL CONDITIONING TO THE MAIN LEVEL AND HAVE A MIN. HSPF OF 10.0. VENTILATION NOTES VENTILATION: SEE NOTES ON COVER SHEET. ALL EXHAUST DUCTS SHALL BE RIGID METAL, AND SHALL BE FITTED WITH A TIGHT FITTING BACKDRAFT DAMPER CAPABLE OF CLOSING WHEN THE FAN IS NOT IN USE. DUCTS IN UNHEATED SPACES INCLUDING ATTICS SHALL BE INSULATED TO A MINIMUM OF R-8. TOP FLOOR EXHAUST FANS SHALL VENT THROUGH ATTIC. DRYER TO BE VENTLESS WITH A MINIMUM CEF RATING OF 5.2. FRESH AIR TO BE SUPPLIED TO A HABITABLE ROOMS OF THE UNIT THROUGH THE USE OF SCREENED WINDOW OPENING OR WINDOW OUTDOOR AIR INLETS THAT PROVIDE THE EQUIVALENT OF 4 SQ. IN. OF NET FREE AREA. ELECTRICAL LEGEND '& DUPLEX RECEPTACLE OUTLET z(n' DUPLEX RECEPTACLE OUTLET SPLIT WIRED (SWITCH TOP HALF) DUPLEX OUTLET W/ USB USB�_71 RECEPTACLES MO DUPLEX RECEPTACLE OUTLET MICROWAVE SINGLE RECEPTACLE OUTLET 208v (R: RANGE, D: DRYER) CFBz& CEILING FAN BOX Q JUNCTION BOX TECH PORT TV TELEVISION JACK SINGLE POLE SWITCH $3 THREE WAY SWITCH $PB PUSH BUTTON ELECTRICAL PANEL BBH 0 ELECTRIC BASEBOARD HEATER O THERMOSTAT ® SMOKE DETECTOR WITH BATTERY BACKUP SD/CM COMBINATION CARBON MONOXIDE/SMOKE DETECTOR -0- CEILING MOUNTED LIGHT -0-P PENDANT LIGHT �P RECESSED CEILING LIGHT; IC RATED WATERPROOF RECESSED CEILING LIGHT WALL MOUNTED LIGHT UNDER CABINET LIGHT G L0 MICROWAVE OVEN/RANGE HOOD MW COMBINATION, 100 CFM, 3 SONES SMOOTH DUCT. PHOTOCELL SAFETY SENSOR VTR VENT THROUGH ROOF RECESSED CEILING WHOLE HOUSE EXHAUST FAN, SEE VENTILATION LHJ NOTES ON COVER SHEET FOR SIZE. 1.0 SONES MAX, 6" ROUND DUCT. RECESSED CEILING EXHAUST FAN 50 CFM MIN, 1.5 SONES MAX, 4" ROUND DUCT. / SCREENED WINDOWS OR WINDOWS W/ OUTDOOR AIR INLETS; SEE VENTILATION NOTES FOR MORE DETAILS UNIT Al UER LEVEL UTIITY PLAN J UNIT Al 1/4" = V-0" I I I I I I I VENT I THROUGH R WALL ABV. M I I I I I I I I I I I I I I I MAIN LEVEL UTILITY PLAN TO PHOTOCELL / +84" I ❑ HOSE 7,4BIBB \ / J \ / ELEC \ / +48'' I PANEL \ i i I I II ii PREWIRE LOW VOLTAGE I WIRE FOR GARAGE DOOR I OPENER & ELEC. EYES \ \ I \ I \. I I I +48'' \ I 1 I I I Garage ! I �. +48'' \ I \ I I \ I I \ I I \ I \ I hnAt\/ I I I i I I � I I +48' / II \ I / y +48" SD/CAM / B GnP BIBB CONDENSER BELL WHOSE I \ I I T � ❑ Porch � ❑ I I UNIT Al 1/4" = V-0" LOWER LEVEL UTILITY PLAN 0 N z U W H � Ii/ = m U J � Q 25 Central Way, Suite 210 Kirkland, Washington 98033 P:425.454.7130 F:425.658.1208 Web: www.milbrandtarch.com © Copyright 2021 Milbrandt Architects, INC., P.S. All rights reserved 11326 REGISTERED \ ARCHITECT AVID J. VINCENT ,STATE OF WASHINGTON R32 Townhomes Anacortes, WA Landed Gentry Revisions No. Date Description A 9-9-21 PERMIT CORRECTIONS Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 HAMS Sheet No.: Sheet Order: A B U F R E S D U3 7 MAIN LEVEL 14 D5 Z 15 0 _4-- , a LU Ln w � I , , , 14 13 12 15 11 D5 10 9 8 7 000 5 4 3 2 1 19 N 3'-T' LOWER LEVEL 0 N HALF WALL @ 42" A.F.F. QO N %"0 HANDRAIL AT 34" TO 38" ABOVE NOSING. 1%" BETWEEN HANDRAIL &WALL STAIR PLANS 3/8" = V-0" LOWER LEVEL TO MAIN LEVEL MAIN LEVEL TO UPPER LEVEL 15 EQUAL RISERS = 9'-1%8" 16 EQUAL RISERS = 10'-1%" MAX RISER = 7%4" MAX RISER = 7%4" MIN. TREAD = 10" MIN. TREAD = 10" UPPER LEVEL 14 D5 MAIN LEVEL HALF WALL @ 42" A.F.F. %"0 HANDRAIL AT 34" TO 38" ABOVE NOSING. 1%2 BETWEEN HANDRAIL &WALL KITCHEN PLAN PWDR PLAN BATH PLAN INTERIOR ELEVATIONS. v 00 9 SB18 D B18 BS36 SB12 KITCHEN PWDR CENTER LIGHTS ON CABINETS LIGH BAR MIRROR 3-0 3-6 , —LA INATE C UNTER & 4" SPLASH F VS27 VBD12 BATH GWB CURTAIN ROD 0 FIBERGLASS SURROUND M. BATH PLAN 0 rn rn M SBC48 SB39 KITCHEN CENTER LIGHTS r1K11, DB12 VS36 DB12 M. BATH C F W3618 GWB REF KITCHEN PANTRY12 D Q N Sheet Order: A B U F R E S D 0 N z 11�— U W H � Ii/ = m U J � Q 25 Central Way, Suite 210 Kirkland, Washington 98033 P:425.454.7130 F:425.658.1208 Web: www.milbrandtarch.com @ Copyright 2021 Milbrandt Architects, INC., P.S. All rights reserved 11326 REGISTERED \ ARCHITECT AVID J. VINCENT ,STATE OF WASHINGTON M r m a L m U) 06 vI � a � o m a� W L. .O R32 Townhomes Anacortes, WA Landed Gentry Revisions No. Date Description Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 JH/AMS Sheet No.: U4 UNIT PLAN NOTES 16-0" 1. 1. 16-0" FRAMING: 2x6'S AT EXTERIOR WALLS 0 2x4'S AT INTERIOR WALLS UNLESS NOTED OTHERWISE. .....o• R-21 BATT INSULATION + R-4ci — — — R-15 BATT INSULATION, 3 z" ACOUSTICAL INSULATION BOTH SIDES OF COMMON WALL, U.N.O. CONCEALED SPACES SHALL BE FIRESTOPPED IN BOTH DIRECTIONS AT W-0" ON CENTER AND AT FLOORS. TYPICAL. ALL ESCAPE OR RESCUE WINDOWS FROM SLEEPING ROOMS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. THE MINIMUM CLEAR OPENING HEIGHT DIMENSION SHALL BE 24". THE MINIMUM CLEAR OPENING WIDTH DIMENSION SHALL BE 20". SILL HEIGHT SHALL BE NOT MORE THAN 44" ABOVE THE FLOOR (IRC SEC. R310.2). WHERE SILL AT OPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVE FINISHED GRADE OR OTHER SURFACE BELOW, SILL HEIGHT SHALL BE MINIMUM 24 INCHES ABOVE FINISHED FLOOR. PER IRC SEC. 312.2.1. ALL GLAZING SHALL CONFORM TO IRC SEC. R308.4, HAZARDOUS LOCATIONS. GLAZING IN ALL DOORS SHALL BE SAFETY GLAZED AND ALL GLAZING WITHIN A 24" ARC OF EITHER VERTICAL DOOR EDGE SHALL BE SAFETY GLAZED. PROVIDE %" (MIN.) GYPSUM SHEATHING ON WALLS BEHIND TUB/SHOWERS TO SATISFY FIRE REQUIREMENTS AT UNIT SEPARATION WALLS CONDITION. PROVIDE WATER RESISTANT GYPSUM WALLBOARD BEHIND TUB AND SHOWER ENCLOSURE MATERIALS TO A HEIGHT OF 70" MINIMUM ABOVE THE DRAIN INLET. NO PLUMBING, MECHANICAL EQUIPMENT, DUCTS OR VENTS SHALL BE LOCATED IN THE COMMON UNIT SEPARATION WALLS PER IRC SEC. R302.2.2. WASHING MACHINE HOOKUPS SHALL BE ACCESSIBLE, AND DRAINS SHALL BE READILY ACCESSIBLE UNDER UPC 606.6, 804.1. ALL BEDROOM AND BATHROOM DOORS SHALL BE UNDERCUT A MINIMUM OF %4" ABOVE THE ADJACENT FLOOR COVERING. THE FRONT DOOR SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. IT MAY BE PROVIDED WITH A NIGHT LATCH, DEAD BOLT OR SECURITY CHAIN, PROVIDED SUCH DEVICES ARE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR TOOL, AND MOUNTED NOT TO EXCEED 48" ABOVE THE FINISHED FLOOR. APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED SUCH THAT THE SOURCE OF IGNITION IS NOT LESS THEN 18" ABOVE THE FLOOR SURFACE PER IRC SECTION M1307.3. LISTED FLAMMABLE VAPOR IGNITION RESISTANT APPLIANCES ARE NOT REQUIRED TO BE ELEVATED. APPLIANCES SHALL NOT BE INSTALLED IN A LOCATION WHERE SUBJECT TO VEHICLE DAMAGE EXCEPT WHERE PROTECTED BY APPROVED BARRIERS PER IRC SECTION M1307.3.1. ALL SHOWER HEADS AND KITCHEN SINK FAUCETS INSTALLED IN THE UNITS SHALL BE RATED AT 1.75 GPM OR LESS AND ALL OTHER LAVATORY FAUCETS SHALL BE RATED AT 1.0 GPM OR LESS. STAIR NOTES: LOCATE HANDRAILS AT 34'-38" ABOVE THE STAIR NOSING. HANDRAIL GRASP DIMENSION SHALL BE BETWEEN 1" & 1-1/4". PROVIDE CONTINUOUS HANDRAIL OR TERMINATE AT NEWEL POSTS OR SAFETY TERMINAL. WHERE USED AS A GUARDRAIL, A MAX. OPENING OF 4". STAIRS TO HAVE A MAX. RISER OF 7%4" AND A MIN. TREAD OF 10". HANDRAIL REQUIRED AND RUNS OF 4 RISERS OR GREATER. STAIRS NOT TO ENCROACH INTO PARKING AREAS. WATER HAMMER ARRESTOR REQUIRED AT ALL DEVICES WITH QUICK CLOSING VALVES PER UPC 609.10. GYPSUM WALLBOARD SCHEDULE %" GYPSUM WALLBOARD (GWB) SHALL BE USED THROUGHOUT ON INTERIOR WALLS, INTERIOR SIDE OF EXTERIOR WALLS AND CEILINGS EXCEPT AT EXTERIOR WALLS AND COMMON WALLS REQUIRED TO HAVE A 1-HR OR 2-HR FIRE -RESISTANCE RATING IN WHICH CASE %" TYPE 'X' GWB SHALL BE USED. INSULATION WALLS: 2x6 WALLS WITH FIBERGLASS BATTS OR BLANKETS - R21, WINDOW HEADERS WITHIN THESE WALLS TO BE R-10. WALLS TO HAVE R-4 CONTINUOUS RIGID INSULATION INSTALLED AGAINST THE EXTERIOR SHEATHING. FLOORS OVER UNHEATED SPACES - R-38. SLAB ON GRADE - R-10 PERIMETER AND UNDER FULL SLAB ATTICS AT TRUSSES - R-49 (R-38 SHALL BE DEEMED TO SATISFY THE REQUIREMENT OF R-49 WHEREVER THE FULL HEIGHT OF UNCOMPRESSED INSULATION EXTENDS OVER THE WALL TOP PLATE AT THE EAVES). EXTERIOR DOORS: DOORS BETWEEN HEATED AND UNHEATED SPACES SHALL BE U=0.25 OR BETTER. WINDOWS: ALL WINDOWS AND SGD TO HAVE U-FACTOR OF U=0.25 OR BETTER INSULATE UNDER STAIRS AND IN WALL CAVITIES ABOVE BOTTOM OF STRINGERS SEE SHEET U8 FOR INTERIOR ELEVATIONS AND STAIR PLANS LEGEND 1-HR RATED CEILING BELOW PROJECTING FLOOR ABOVE WHERE PROJECTING FLOOR IS WITHIN 3'-0" OF PROPERTY LINE. SEE DETAIL 7/D1 & 12/D1. •,,:= 1-HR RATED CEILING ON LOW ROOF %'•. WHERE CEILING IS WITHIN 3'-0" OF PROPERTY LINE. SEE DETAIL 14/D1. ■ WRAP COLUMN WITH ONE LAYER OF %" TYPE 'X' GWB TO ACHIEVE 1-HOUR FIRE RATING. SEE DETAIL 8/D7 & 8/D6. I -I 1. 4'-0" 12'4" 1 � 6-0" 6-0" 1 TYP. @ D1 EXT. 5-0 J-6 SL WALLS UNIT B1 UPPER LEVEL PLAN 1/4" = V-0" 4'-0" 12'4" 6-0" 6-0" ROOF BELOW — 3 D4 —— TYP. � , EXT. 1 D1 5-0 5-0 SL WALLS o ............. ............... I �I I• I I I I I i Dining 0 TYP. I 2'-8" 6-8" 2'-8„ 7 17 I D3 D1 .... 1 2x6 I I SOFFIT DOWN TO 8'-0" A.F.F. O ( 1 M 0� j I r I 1 I PANTRY I 1 4 Kitchen i D1 12'4' II � _J I I 1 3'-6%11 5 1 7, 4� I N o I I z I I OF OF I N I II I L =------------------ - j HALF WALL 20 4 +42" A.F.F. D5 D1 I I, IQ0 9I I D3 I I I I Living UP \ I D INSULATE FLOOR OVER I' I "' UNHEATED SPACE I I IL TYP. @ TYP. @ INT. EXT. FLOOR I ABOVE I WALLS WALLS I, 7RIN T \ I TYP. D5 D1 I TYP. 1 D4 o D I Pwd • WALL 1 r. - - - - `-, 1 5-0 5-0 SL BELOW-' I � TP Ti 15 t - - --- ---- 2.a6 8-9---j g PATIO Deck o rn 1 D7 D6 1OP iv 2-0 4 0 SH 2-0 4F0 SH -- ROOFIBELO — I�­ r-I � I 12 D7 u 2'-0y2" L 1'-8)/2" 2, 0. ' 1'-8)/2" 3' g. 3'-8 2 18" 8'-1y2" UNIT B7 1/4" = V-0" IM111111111 10 7 TYP. ' D7 T-2" (8" @ D4 ADJACENT Al DECK) 3'-6Y" 4'-4" 7'-10y2" MAIN LEVEL PLAN 4'-0" 16-0" 12'-0" 6-4" 5'-8" I - - ---- --- --------� i 8-0 A SOHD �J-----------� --------- --H o D 5 1 \ FLOOR ABOVE / 1 \ PARKING STALL / 1 \ 9'-0" X 19'-01, / 1 �X8 FRAMING / FbR ELECTRIC / PANEL I I N 4 \ / I ------- - - - - - - - Garage / o o I /X\ I 1\ PARKING STALLLn \ 9'-0" X 19'-0" I IWA\LL FINISH %" GWB CEILING FINISH I �WASiEL %8" TYPE "X" GWB. FIRE -TAPE ALL GWBI ' o I _ X _ IWRA�P BEAMS BELOW CEILING LEVEL. I o \ INSULATE FLOOR ABOVE. / 4 Ln \ SEE DETAIL 6/D1 / D1 sWASTE4 4 -0� ' 6' 5'/6� i II ................ I I I N \ / N 5 I 3'17 z" Z-91�" 1 4 \ / I D2 \ I I I 3L \ I ——__j .... ............: ti �X o I II o} Entry 4 I DS TYP. @ l :..• •...• i — — — D5 I I o w EXT. 1 WALLS D1 8 TYP. I o 1 D4---J N 2-0 4r0 H 7 CONDENSiR "T SFTl1 0 Z TYP. 's.. •�•: ••`�' M I , • s,:e �; M ABOVE D5 ; 1 —DECK ABOVE-e •i 1 ��• o rc h ao �- J 8 CC) 8 — 8" D6 TYP. I 2'-2" 3'-0" Z-11 2-11.. 5'11)/2" 8'-1/1/2" 7'-10Y2" .m UNIT B1 LOWER LEVEL PLAN 1/4" = V-0" AREA SUMMARY Heated SF Unheated SF Inside Face* Inside Face* First Floor 78 549 Second Floor 598 38 Third Floor 564 0 Total SF 1240 587 * Side of exterior walls to which area was measured 0 N z U W H m U J � Q II 25 Central Way, Suite 210 Kirkland, Washington 98033 P:425.454.7130 F:425.658.1208 Web: www.milbrandtarch.com © Copyright 2021 Milbrandt Architects, INC., P.S. All rights reserved 11326 REGISTERED \ ARCHITECT AVID J. VINCENT ,STATE OF WASHINGTON 0. R32 Townhomes Anacortes, WA Landed Gentry Revisions No. Date Description 9-9-21 PERMIT CORRECTIONS Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 JH/AMS Sheet No.: us Sheet Order: A B U F R E S D U N I T P L A N N O T E S 16-0" L 16'-0" FRAMING: 2x6'S AT EXTERIOR WALLS 0 2x4'S AT INTERIOR WALLS UNLESS NOTED OTHERWISE. ••••••• R-21 BATT INSULATION + R-4ci — — — R-15 BATT INSULATION, 3 z" ACOUSTICAL INSULATION BOTH SIDES OF COMMON WALL, U.N.O. CONCEALED SPACES SHALL BE FIRESTOPPED IN BOTH DIRECTIONS AT 10'-0" ON CENTER AND AT FLOORS. TYPICAL. ALL ESCAPE OR RESCUE WINDOWS FROM SLEEPING ROOMS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. THE MINIMUM CLEAR OPENING HEIGHT DIMENSION SHALL BE 24". THE MINIMUM CLEAR OPENING WIDTH DIMENSION SHALL BE 20". SILL HEIGHT SHALL BE NOT MORE THAN 44" ABOVE THE FLOOR (IRC SEC. R310.2). WHERE SILL AT OPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVE FINISHED GRADE OR OTHER SURFACE BELOW, SILL HEIGHT SHALL BE MINIMUM 24 INCHES ABOVE FINISHED FLOOR. PER IRC SEC. 312.2.1. ALL GLAZING SHALL CONFORM TO IRC SEC. R308.4, HAZARDOUS LOCATIONS. GLAZING IN ALL DOORS SHALL BE SAFETY GLAZED AND ALL GLAZING WITHIN A 24" ARC OF EITHER VERTICAL DOOR EDGE SHALL BE SAFETY GLAZED. PROVIDE %" (MIN.) GYPSUM SHEATHING ON WALLS BEHIND TUB/SHOWERS TO SATISFY FIRE REQUIREMENTS AT UNIT SEPARATION WALLS CONDITION. PROVIDE WATER RESISTANT GYPSUM WALLBOARD BEHIND TUB AND SHOWER ENCLOSURE MATERIALS TO A HEIGHT OF 70" MINIMUM ABOVE THE DRAIN INLET. NO PLUMBING, MECHANICAL EQUIPMENT, DUCTS OR VENTS SHALL BE LOCATED IN THE COMMON UNIT SEPARATION WALLS PER IRC SEC. R302.2.2. WASHING MACHINE HOOKUPS SHALL BE ACCESSIBLE, AND DRAINS SHALL BE READILY ACCESSIBLE UNDER UPC 606.6, 804.1. ALL BEDROOM AND BATHROOM DOORS SHALL BE UNDERCUT A MINIMUM OF Y4" ABOVE THE ADJACENT FLOOR COVERING. THE FRONT DOOR SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. IT MAY BE PROVIDED WITH A NIGHT LATCH, DEAD BOLT OR SECURITY CHAIN, PROVIDED SUCH DEVICES ARE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR TOOL, AND MOUNTED NOT TO EXCEED 48" ABOVE THE FINISHED FLOOR. APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED SUCH THAT THE SOURCE OF IGNITION IS NOT LESS THEN 18" ABOVE THE FLOOR SURFACE PER IRC SECTION M1307.3. LISTED FLAMMABLE VAPOR IGNITION RESISTANT APPLIANCES ARE NOT REQUIRED TO BE ELEVATED. APPLIANCES SHALL NOT BE INSTALLED IN A LOCATION WHERE SUBJECT TO VEHICLE DAMAGE EXCEPT WHERE PROTECTED BY APPROVED BARRIERS PER IRC SECTION M1307.3.1. ALL SHOWER HEADS AND KITCHEN SINK FAUCETS INSTALLED IN THE UNITS SHALL BE RATED AT 1.75 GPM OR LESS AND ALL OTHER LAVATORY FAUCETS SHALL BE RATED AT 1.0 GPM OR LESS. STAIR NOTES: LOCATE HANDRAILS AT 34'-38" ABOVE THE STAIR NOSING. HANDRAIL GRASP DIMENSION SHALL BE BETWEEN 1" & 1-1/4". PROVIDE CONTINUOUS HANDRAIL OR TERMINATE AT NEWEL POSTS OR SAFETY TERMINAL. WHERE USED AS A GUARDRAIL, A MAX. OPENING OF 4". STAIRS TO HAVE A MAX. RISER OF 7Y4" AND A MIN. TREAD OF 10". HANDRAIL REQUIRED AND RUNS OF 4 RISERS OR GREATER. STAIRS NOT TO ENCROACH INTO PARKING AREAS. WATER HAMMER ARRESTOR REQUIRED AT ALL DEVICES WITH QUICK CLOSING VALVES PER UPC 609.10. n_ GYPSUM WALLBOARD SCHEDULE %" GYPSUM WALLBOARD (GWB) SHALL BE USED THROUGHOUT ON INTERIOR WALLS, INTERIOR SIDE OF EXTERIOR WALLS AND CEILINGS EXCEPT AT EXTERIOR WALLS AND COMMON WALLS REQUIRED TO HAVE A 1-HR OR 2-HR FIRE -RESISTANCE RATING IN WHICH CASE %" TYPE 'X' GWB SHALL BE USED. INSULATION WALLS: 2x6 WALLS WITH FIBERGLASS BATTS OR BLANKETS - R21, WINDOW HEADERS WITHIN THESE WALLS TO BE R-10. WALLS TO HAVE R-4 CONTINUOUS RIGID INSULATION INSTALLED AGAINST THE EXTERIOR SHEATHING. FLOORS OVER UNHEATED SPACES - R-38. SLAB ON GRADE - R-10 PERIMETER AND UNDER FULL SLAB ATTICS AT TRUSSES - R-49 (R-38 SHALL BE DEEMED TO SATISFY THE REQUIREMENT OF R-49 WHEREVER THE FULL HEIGHT OF UNCOMPRESSED INSULATION EXTENDS OVER THE WALL TOP PLATE AT THE EAVES). EXTERIOR DOORS: DOORS BETWEEN HEATED AND UNHEATED SPACES SHALL BE U=0.25 OR BETTER. WINDOWS: ALL WINDOWS AND SGD TO HAVE U-FACTOR OF U=0.25 OR BETTER INSULATE UNDER STAIRS AND IN WALL CAVITIES ABOVE BOTTOM OF STRINGERS SEE SHEET U8(R) FOR INTERIOR ELEVATIONS AND STAIR PLANS 0 m a Ln 0 1 12'-0" 4'-0" 1 6-0" 6-0" i ,TYP. @ 1 , EXT. D1 WALLS 5-0 J-6 SL • EGRESS ,1 6 I. I D5 TYP. I I 1 I I Bedroom 2 1 I I I 1 I 8'_6" 3'_6 I 6-0 BYPASS I ,1 I� 1 IS&P jhr 5TUB & BatI 4HOWE 3I 1 L—=— ' 1 48"x36'- 11 _ I S r �DN I = I� 2-4 HC 5 4'-ll2" 4'-0' M. Bath o 0 J 22" x30" ATTIC ACCESS 8'-112" I D1 SHELF AND PLATFORM I TYP. @ +36" A.F.F. I� INT. I I WALLS I m 1 1 Master Bedroom Q 1 I EGRESS 5-0 1-6 SL i i i 11 K4 TYP. D1 r 8 i I r, D4 I 5 �� 1 I :D 4 ............... ..I T I 2-0 4r0 SH TYP. ROOF BLOW I 7 4'-44'-4" 5'-11-11" 12'-5" 16-0" UNIT 1;1(R 1/4" = V-0" cp �I 12'-0" 4'-0" 1 6-0" 6-0" i I It ROOF BELOW TYP. @ 1 EXT. 3 D1 WALLS 5 0 5-0 SL D4 o ............... ............. II I� I I I I II I� I I I Dining i o I I I I II I� 2'-8" 6'-8" 2'-8" I TYP. 17 7 D1 I D3 axs _ . ax SOFFIT DOWN I O TO 8'-0" A.F.F. I 00 I M I 1 I PANTRY I r I I Kitchen 2'-8„ I p I I 1 3 I� — z axs — I o I I it 7' 4" 5' 1„ 3,_6%„ 1 I 1 z I I 11 oo - J------------------ o I 4 20 HALF WALL D1 D5 +42" A.F.F. II I I I _ q X I I iI N I I I D3 II I N Living \ UP INSULATE FLOOR OVER D I UNHEATED SPACE I I' ' I TYP. @ EXT. TYP. @ INT. I 3 j' FLOOR I WALLS WALLS D1 I ABOVE D1 TYP. D5 TYP. D4 I m F---- � �,�, Pwdr. D1 0 1 ---- 5-0 5I- SL i - i" I, WALL - - -�- -� i BELOW m o g L__2--6 Deck PATIO 3=Q --- -- -- -- I 15 D7 AL 2-0 4F0 SH 2-0 0 SH —-- BELOW r I 10 T-2" (8" @ D7 ' TYP. D4 ADJACENT Al DECK) i 4'-4 I 3'-6� 2'-2" i 3'-7" 7'-102" UPPER LEVEL PLAN UNIT B1(R 1/4" = 1'-0" 12 ' D7 1'-82" 2'-0" 11 82„ 2'-02" 8„ 3, 82 3' g. 8'-11X MAIN LEVEL PLAN 0 N 16'-0" 12'-0" 5'-8" L 6'-4" 4'-0" 1 r--------- i - - - - - � i 8-0 A SOHD - — — — — — — — — — — — -- 1\ /I g 1 12--------- -4 D5 0 Ln 1 1 D5 / 1 1 \ FLOOR ABOVE / 1 \ PARKING STALL / _ 1 \ 9'-0" X 19'-01, / 1 \ 2X8 FRAMING 1 1 FOR ELECTRIC 1 \\ PANtL 1 I � 1 1 I 1 1 1 1 \ I 1 1 I 1 \ I 1 1 1 \\ 4 — — — �------- 1 \\ Garage / I ASTE I\ /I I \ / I' 1 1 PARKING STALL / I /X\ I o I 4 D1 I/ \Ln WASTE _ X _ i o o WASTE � 1r�—T_ 5'-6/V „ 6�-5" 1 \ / ............... 1 \ / 2 1 1 / D3 1 1 I I 1 1\ 2� 9)/2, T-7b„ 1 \ / 4 1 D / D2 1 ............. rF •�,� �,L ...: 4 17 v y� cP� D8 WH I Entry o, 11 ......... TYP. @ O° 4 I TYP. 8 / D1 EXT. o w 11 D5 — — — J D4 / :..... WALLS 1 C%ONDENSER 2- 40SH TYP. (�D44 S TYjGLZ • •••.. L I _ _ 8 :.,•'•:t: —I FLOOD ABOV �,• •:_' i.� •. DECK ABOVE — / D5 Porch 8 � - D7 D L---/ \ 8 L 8 TYP. D6 i 5'-112 1'-11" 2'-11 2„ 3' 0„ 2, 2„ 7'-102" 8,_l2. UNIT B1(R) LOWER LEVEL PLAN 1/4" = 1'-0" AREA SUMMARY Heated SF Unheated SF Inside Face* Inside Face* First Floor 78 549 Second Floor 598 38 Third Floor 1 564 j 0 Total SF 1 12401 587 Side of exterior walls to which area was measured Sheet Order: A B U F R E S D N z U W H m U J � Q II 25 Central Way, Suite 210 Kirkland, Washington 98033 P:425.454.7130 F:425.658.1208 Web: www.milbrandtarch.com © Copyright 2021 Milbrandt Architects, INC., P.S. All rights reserved 11326 REGISTERED \ ARCHITECT AVID J. VINCENT STATE OF WASHINGTON r 0 m R32 Townhomes Anacortes, WA Landed Gentry Revisions No. Date Description 0 9-9-21 PERMIT CORRECTIONS Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 JH/AMS Sheet No.: U5(R) FLOOR FRAMING NOTES SF STRUCTURAL FASCIA %x8 TYP. U.N.O.) FB FLUSH BEAM DB DROP BEAM HDR HEADER GT GIRDER TRUSS GLB GLU-LAMINATED BEAM (SEE SHEET xx FOR CAMBER INFO.) FLOOR FRAMING AS NOTED IN DRAWINGS VENT DUCTING ® (2) 2x STUDS LINO BYOX , WHERE X-NUMBER OF STUDS BLOCKED DIAPHRAGM; NAILING PER STRUCTURAL NOTES SHEET xx ® BEARING WALL HANGERS INDICATED ARE SIMPSON STRONG -TIE SEE SHEETS xx. FLOOR SHEATHING SHALL BE AS INDICATED ON SHEET xx. ALL BEAMS AND HEADERS SHALL BE SUPPORTED ON DOUBLE STUDS UNLESS NOTED OTHERWISE. PROVIDE 3 BUNDLED STUDS UNDER BEAMS GREATER THAN 6" WIDE AND 2 BUNDLED STUDS UNDER BEAMS LESS THAN 6" WIDE. FACE NAIL BUNDLED STUDS TOGETHER WITH (2) 16d AT 12" O.C. TYPICAL. VERTICAL STRAPS (EX. STHD, MST) INDICATED ON FRAMING PLAN ARE AT THE BOTTOM OF THE WALLS BELOW THE FRAMING LEVEL. BLOCKING @ FLOOR RIM SPACE - SEE xx FOR BLOCKING @ SAWN LUMBER SEE xx FOR BLOCKING @ TJI SEE xx FOR BLOCKING @ TRUSS BAYS SEE xx FOR BEARING WALL STUD REQUIREMENTS. SEE SHEETS xx FOR TYPICAL WOOD FRAMING DETAILS. 3 5x11.875 LVL N 5x11.875 LVL UNIT 01. PLATFORM FRAMING PLAN HUCQ4 RAISE PLATFOR FRAMIF +3'-0" A.F SEE FRAMIf PLAN TH SHE TRUSSES @ 24" O.C. UNIT B1 FRUPPER LEVEL AMING PLAN ROOF TRUSSES ABOVE FLOOR JOISTS JACK TRUSS @ 24" O.C. WSWH18x8 g WSWH24x8 4 9 57.0 2x LEDGER S9.0 S7.0 4,-4 .7 2 HDR1 I 3.5x11.875 LVL FB I OPEN m STAIR _ _ __ FRAMING F_ I J Ln II III Cq II �I HUCQ412 11 I M '_ L J — _ - 3 3. x1 .875 VL F 19 59.0 L^ O Nz O:j of} OF- O LL J U O 3.5x1 .875 VL F 3.5x1 .875 6 - (2) 2x10 DR 59.0 - 3.5x11.875 LVL FB 9 1 POST S9.0 S7.2) ABV. , 3.5x1 .875 VL FB O — -- m Lj_20 LL J J Lf - - °0 i () x1 H D (2) x10 H Cq 18 R Ln Ln S9.0 3.5x11.875 r__M LVL FB T. x8 HDR 4x4 POST 4 4 P ST r .© ERI 4� 2x LEDGER 2x10 DECK JOIST. @16" 2x ROOF FRAMING @ O.C. RIP TOP%4":1' FOR 24" O.C. DRAINAGE TRUSS TAIL FROM ADJACENT C1 UNIT UNIT B7 1/4" = 1'-0" FM LW MAIN LEVEL FRAMING PLAN 48 POST POST ABV. WSWH18x8 w/ WSWH-TSS18 KIT 44 POST 0 N z U W H m U J � Q II 25 Central Way, Suite 210 Kirkland, Washington 98033 P:425.454.7130 F:425.658.1208 Web: www.milbrandtarch.com @ Copyright 2021 Milbrandt Architects, INC., P.S. All rights reserved 11326 REGISTERED \ ARCHITECT AVID J. VINCENT ,STATE OF WASHINGTON R32 Townhomes Anacortes, WA Landed Gentry Revisions No. Date Description Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 JH/AMS Sheet No.: CD 0 m Sheet Order: A B U F R E S D U6 FLOOR FRAMING NOTES SF STRUCTURAL FASCIA %x8 TYP. U.N.O.) FB FLUSH BEAM DB DROP BEAM HDR HEADER GT GIRDER TRUSS GLB GLU-LAMINATED BEAM (SEE SHEET xx FOR CAMBER INFO.) FLOOR FRAMING AS NOTED IN DRAWINGS VENT DUCTING ® (2) 2x STUDS LINO BYOX , WHERE X-NUMBER OF STUDS BLOCKED DIAPHRAGM; NAILING PER STRUCTURAL NOTES SHEET xx ® BEARING WALL HANGERS INDICATED ARE SIMPSON STRONG -TIE SEE SHEETS xx. FLOOR SHEATHING SHALL BE AS INDICATED ON SHEET xx. ALL BEAMS AND HEADERS SHALL BE SUPPORTED ON DOUBLE STUDS UNLESS NOTED OTHERWISE. PROVIDE 3 BUNDLED STUDS UNDER BEAMS GREATER THAN 6" WIDE AND 2 BUNDLED STUDS UNDER BEAMS LESS THAN 6" WIDE. FACE NAIL BUNDLED STUDS TOGETHER WITH (2) 16d AT 12" O.C. TYPICAL. VERTICAL STRAPS (EX. STHD, MST) INDICATED ON FRAMING PLAN ARE AT THE BOTTOM OF THE WALLS BELOW THE FRAMING LEVEL. BLOCKING @ FLOOR RIM SPACE - SEE xx FOR BLOCKING @ SAWN LUMBER SEE xx FOR BLOCKING @ TJI SEE xx FOR BLOCKING @ TRUSS BAYS SEE xx FOR BEARING WALL STUD REQUIREMENTS. SEE SHEETS xx FOR TYPICAL WOOD FRAMING DETAILS. CD 0 m UNIT 01(R 1/4" = 1'-0" PLATFORM FRAMING PLAN TRUSSES @ 24" O.C. UPPER LEVEL UNIT B1(R) FRAMING PLAN 1/4" = 1'-0" UCQ412 kISED ATFORM AMING 3'-O" A.F.F. E FRAMING AN THIS ]EET WSWH18x8 9 4 WSWH24x8 S7.0 S9.0 2x LEDGER — — 1= 1 r4x�H D R r 5x11 875 L L E 19 59.0 �O F N_ Z O� �} O� 9 0 S9.0 r 5x11. 75 L L FB II � II II II � II II II ' II II S9.0 6xE 4x8 .5x11 875 LVL FB POST POST 1 57.2 POST ABV. �J WSWH18x8 w/ WSWH-TSS18 KIT 44 POST II II II II 2x L DGE I 4 \\ 59.0 2x10 DECK JOIST. @16" O.C. RIP TOP 4' 1' FOR DRAINAGE 9 S7.0 ROOF TRUSSES ABOVE FLOOR JOISTS JACK TRUSS �— @ 24" O.C. i �o 3.5x11.875 I LVL FB m ' OPEN STAIR J I 1 FRAMING Ln 11 � III 1 11 m I 11 HUCQ412 II 11 II 11 I 0 H R -1-N 7 �, L SL7.2/1 59.0 3.5x11 875 LVL FI 20 j S9.0 J Ln — flo � (2) 2x10 DR 2) 2 0 I x cri . 1— rh 4x PTT P.T x8 D -- --� 2x LEDGER 2x ROOF FRAMING @ — 24" O.C. TRUSS TAIL FROM ADJACENT C1 UNIT UNIT B1(R 6 ' S9.0 3.5x11.875 LVL FB POST ABV. l0 Cm MAIN LEVEL FRAMING PLAN 3.5x11.875 LVL FB 44 POST Sheet Order: A B U F R E S D 0 N z U W H m U J � Q II 25 Central Way, Suite 210 Kirkland, Washington 98033 P:425.454.7130 F:425.658.1208 Web: www.milbrandtarch.com @ Copyright 2021 Milbrandt Architects, INC., P.S. All rights reserved 11326 REGISTERED \ ARCHITECT AVID J. VINCENT ,STATE OF WASHINGTON R32 Townhomes Anacortes, WA Landed Gentry Revisions No. Date Description Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 JH/AMS Sheet No.: U6(R) ELECTRICAL NOTES 0 > > GENERAL NOTES > THIS ELECTRICAL PLAN IS THE ARCHITECT'S SUGGESTED LAYOUT. THE ELECTRICAL CONTRACT IS ON A DESIGN -BUILD BASIS. ELECTRICAL CONTRACTOR'S DESIGN SHALL BE APPROVED BY THE OWNER AND > SHALL CONFORM TO THE APPLICABLE ELECTRIC CODE REGARDLESS OF WHAT IS SHOWN ON THIS > DRAWING. > METER CENTER LOCATIONS SHALL BE COORDINATED WITH THE ARCHITECT. > HIGHEST OPERABLE PART OF ENVIRONMENTAL AND OTHER CONTROLS SHALL MOUNTED NOT LESS THAN 36 INCHES ABOVE FLOOR. ELECTRICAL AND COMMUNICATIONS SYSTEMS ON WALLS SHALL BE > MOUNTED A MIN. OF 15 INCHES ABOVE FLOOR. > OUTLETS, SWITCHES, TELEPHONE AND TV, ETC. BOXES IN PARTY WALLS OF ONE UNIT SHALL BE IN > DIFFERENT STUD SPACES THAN THOSE IN THE ADJACENT UNIT. NO TWO ADJACENT UNITS SHALL HAVE > SUCH BOXES IN THE SAME STUD SPACE. BOXES SHALL BE SEPARATED HORIZONTALLY BY 24" > INDIVIDUAL ELECTRICAL OUTLET BOXES SHALL BE OF STEEL OR OTHER APPROVED MATERIAL AND SHALL > NOT BE GREATER THAN 16 SQUARE INCHES IN AREA. OUTLETS SERVING COUNTERTOP SURFACES IN KITCHENS AND BATHROOMS OR LOCATED WITHIN 6 FEET > OF A SINK RECEPTACLE SHALL HAVE GROUND FAULT CIRCUIT-INTERUPTER PROTECTION. OUTLETS > INSTALLED IN GARAGES OR OUTDOORS SHALL HAVE GROUND FAULT CIRCUIT-INTERUPTER PROTECTION. > THE WATER HEATERS SHALL BE STRAPPED AT A POINT WITHIN THE UPPER 1/3 AND THE LOWER 1/3 OF > ITS VERTICAL DIMENSION. THE LOWER STRAP SHALL BE NOT LESS THAN 4" ABOVE ANY CONTROLS. WATER HEATERS SHALL BE PROVIDED WITH A PRESSURE/TEMPERATURE RELIEF VALVE THAT IS > CONNECTED TO A DRAIN LINE. THE DRAIN LINE SHALL BE DIRECTED TOWARD THE GROUND AND > TERMINATE AT A POINT NO LESS THAN 6" AND NO MORE THAN 24" ABOVE THE GROUND. > PRESSURE/TEMPERATURE RELIEF VALVE SHALL DISCHARGE THROUGH AN AIR GAP INTO THE DRAINAGE SYSTEM OR OUTSIDE OF BUILDING PER UPC 608.5. > SMOKE DETECTORS SHALL BE EQUIPPED WITH A BATTERY BACK-UP, SHALL EMIT A SIGNAL WHEN > BATTERIES ARE LOW, SHALL BE PERMANENTLY HARD WIRED AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVERCURRENT PROTECTION, AND SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS OF THE DWELLING IN WHICH THEY ARE LOCATED. ENERGY NOTES SEE ENERGY NOTES ON SHEET Al & D1. WATER HEATER SHALL BE ELECTRIC. HOT AND COLD WATER HEATER PIPES IN UNCONDITIONED SPACES SHALL BE INSULATED WITH R-3 INSULATION WHICH HAS A FLAME SPREAD OF 25 OR LESS. ELECTRIC HEATER SIZE BASED ON 3 WATTS PER SQUARE FOOT. SEE HEAT SIZING FORMS FOR EXACT MAX SIZING PER UNIT. DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM TO PROVIDE ZONAL CONDITIONING TO THE MAIN LEVEL AND HAVE A MIN. HSPF OF 10.0. VENTILATION NOTES VENTILATION: SEE NOTES ON COVER SHEET. ALL EXHAUST DUCTS SHALL BE RIGID METAL, AND SHALL BE FITTED WITH A TIGHT FITTING BACKDRAFT DAMPER CAPABLE OF CLOSING WHEN THE FAN IS NOT IN USE. DUCTS IN UNHEATED SPACES INCLUDING ATTICS SHALL BE INSULATED TO A MINIMUM OF R-8. TOP FLOOR EXHAUST FANS SHALL VENT THROUGH ATTIC. DRYER TO BE VENTLESS WITH A MINIMUM CEF RATING OF 5.2. FRESH AIR TO BE SUPPLIED TO A HABITABLE ROOMS OF THE UNIT THROUGH THE USE OF SCREENED WINDOW OPENING OR WINDOW OUTDOOR AIR INLETS THAT PROVIDE THE EQUIVALENT OF 4 SQ. IN. OF NET FREE AREA. ELECTRICAL LEGEND '& DUPLEX RECEPTACLE OUTLET z(n' DUPLEX RECEPTACLE OUTLET SPLIT WIRED (SWITCH TOP HALF) DUPLEX OUTLET W/ USB USB RECEPTACLES MO DUPLEX RECEPTACLE OUTLET MICROWAVE SINGLE RECEPTACLE OUTLET 208v (R: RANGE, D: DRYER) CFBz& CEILING FAN BOX Q JUNCTION BOX TECH PORT TV TELEVISION JACK SINGLE POLE SWITCH $3 THREE WAY SWITCH $PB PUSH BUTTON ELECTRICAL PANEL BBH 0 ELECTRIC BASEBOARD HEATER O THERMOSTAT ® SMOKE DETECTOR WITH BATTERY BACKUP SD/CM COMBINATION CARBON MONOXIDE/SMOKE DETECTOR -0- CEILING MOUNTED LIGHT -0-P PENDANT LIGHT OP MRECESSED CEILING LIGHT; IC RATED WATERPROOF RECESSED CEILING LIGHT WALL MOUNTED LIGHT UNDER CABINET LIGHT G L� MICROWAVE OVEN/RANGE HOOD MW COMBINATION, 100 CFM, 3 SONES SMOOTH DUCT. 15 PHOTOCELL SAFETY SENSOR VTR VENT THROUGH ROOF RECESSED CEILING WHOLE HOUSE EXHAUST FAN, SEE VENTILATION LHJ NOTES ON COVER SHEET FOR SIZE. 1.0 SONES MAX, 6" ROUND DUCT. RECESSED CEILING EXHAUST FAN 50 CFM MIN, 1.5 SONES MAX, 4" ROUND DUCT. / SCREENED WINDOWS OR \ WINDOWS W/ OUTDOOR AIR INLETS; SEE VENTILATION NOTES FOR MORE DETAILS I � I 750W ELEC BB I Bedroom 2 TV � I / I USB I 1 I \ I � I SD T I ® I 35OW I I ELEC BB VTR BathI I I I I I � r I L O I I I I SD/CM 3 / N ) /D IWH 00, SD / ----- VTR 35OW i` ELEC BB - " M. Bath TO BELOW — I 4 r / 44 I I / / ❑ / / I T TV SMART PAIAEL ! ` Master Bedroom usB I � I \ 1 \ —Q: C F B 1 I 1 \ I t 75OW — hi� ELEC BB I I I I -------------- UNIT B1 1/4" = V-0" UPPER LEVEL UTILITY PLAN ------------------- HOOD VENT I Dining I I TECH T P \ \ PORT \ \ 1 I II I / � 1 / 3 I I WALL MOUNTED I +48" / / 44 R DUCTLESS MINI -SPLIT I I / F 0 M STACK I SWITCHES 44° BELOW _ MINI -SPLIT \ Im J - I / YZ \ \ DISP 1 Kitchen / I I I / 1 1 +44' P 1y�- 44" _ TECH PORT TO \ \ BELOW CHIME I TO T BOVE \ � I I I / I Living � I UP i SD/CM \I 3 I o 39' \ \ I \ f I I VTR I Pwdr. / / ---- 3 I I I WP _ — i rQ Deck I J 7—j UNIT B7 1/4" = V-0" MAIN LEVEL UTILITY PLAN TO PHOTOCELL +84" HOSE —13a-1313-------------f— PARKING STALL +a8- v I +48" PRMIRE LOW VOLTAGE WIRE FOR GARAGE/DOOR ELEC OPENER & ELEC/ EYES PANEL \ / I 1/ 1 I I I II II I \ I \ I \ I \ I I I I / 1 / 1 +48" I / 1 I I Garage I PARKING STALL 9'-0,. X 19'-0'. II +48" \ / \ / I .00 / NIII/ I i TO ABOVE �48" I I 1 \ I +48" II \ PB I � 3 \ SD/CM \ WH I Entry o \ HOSE _ / BIBB CONDENSER BELL WP Porch ® �p D F J UNIT B7 1/4" = V-0" LOWER LEVEL UTILITY PLAN 0 N z U W H � Ii/ = m U J � Q 25 Central Way, Suite 210 Kirkland, Washington 98033 P:425.454.7130 F:425.658.1208 Web: www.milbrandtarch.com © Copyright 2021 Milbrandt Architects, INC., P.S. All rights reserved 11326 REGISTERED \ ARCHITECT AVID J. VINCENT ,STATE OF WASHINGTON xo Mr W R32 Townhomes Anacortes, WA Landed Gentry Revisions No. Date Description A 9-9-21 PERMIT CORRECTIONS Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 HAMS Sheet No.: Sheet Order: A B U F R E S D U 7 ELECTRICAL NOTES 0 > > GENERAL NOTES > THIS ELECTRICAL PLAN IS THE ARCHITECT'S SUGGESTED LAYOUT. THE ELECTRICAL CONTRACT IS ON A DESIGN -BUILD BASIS. ELECTRICAL CONTRACTOR'S DESIGN SHALL BE APPROVED BY THE OWNER AND > SHALL CONFORM TO THE APPLICABLE ELECTRIC CODE REGARDLESS OF WHAT IS SHOWN ON THIS > DRAWING. > METER CENTER LOCATIONS SHALL BE COORDINATED WITH THE ARCHITECT. > HIGHEST OPERABLE PART OF ENVIRONMENTAL AND OTHER CONTROLS SHALL MOUNTED NOT LESS THAN 36 INCHES ABOVE FLOOR. ELECTRICAL AND COMMUNICATIONS SYSTEMS ON WALLS SHALL BE > MOUNTED A MIN. OF 15 INCHES ABOVE FLOOR. > OUTLETS, SWITCHES, TELEPHONE AND TV, ETC. BOXES IN PARTY WALLS OF ONE UNIT SHALL BE IN > DIFFERENT STUD SPACES THAN THOSE IN THE ADJACENT UNIT. NO TWO ADJACENT UNITS SHALL HAVE > SUCH BOXES IN THE SAME STUD SPACE. BOXES SHALL BE SEPARATED HORIZONTALLY BY 24" > INDIVIDUAL ELECTRICAL OUTLET BOXES SHALL BE OF STEEL OR OTHER APPROVED MATERIAL AND SHALL > NOT BE GREATER THAN 16 SQUARE INCHES IN AREA. OUTLETS SERVING COUNTERTOP SURFACES IN KITCHENS AND BATHROOMS OR LOCATED WITHIN 6 FEET > OF A SINK RECEPTACLE SHALL HAVE GROUND FAULT CIRCUIT-INTERUPTER PROTECTION. OUTLETS > INSTALLED IN GARAGES OR OUTDOORS SHALL HAVE GROUND FAULT CIRCUIT-INTERUPTER PROTECTION. > THE WATER HEATERS SHALL BE STRAPPED AT A POINT WITHIN THE UPPER 1/3 AND THE LOWER 1/3 OF > ITS VERTICAL DIMENSION. THE LOWER STRAP SHALL BE NOT LESS THAN 4" ABOVE ANY CONTROLS. WATER HEATERS SHALL BE PROVIDED WITH A PRESSURE/TEMPERATURE RELIEF VALVE THAT IS > CONNECTED TO A DRAIN LINE. THE DRAIN LINE SHALL BE DIRECTED TOWARD THE GROUND AND > TERMINATE AT A POINT NO LESS THAN 6" AND NO MORE THAN 24" ABOVE THE GROUND. > PRESSURE/TEMPERATURE RELIEF VALVE SHALL DISCHARGE THROUGH AN AIR GAP INTO THE DRAINAGE SYSTEM OR OUTSIDE OF BUILDING PER UPC 608.5. > SMOKE DETECTORS SHALL BE EQUIPPED WITH A BATTERY BACK-UP, SHALL EMIT A SIGNAL WHEN > BATTERIES ARE LOW, SHALL BE PERMANENTLY HARD WIRED AND WITHOUT A DISCONNECTING SWITCH > OTHER THAN THOSE REQUIRED FOR OVERCURRENT PROTECTION, AND SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS OF THE DWELLING IN WHICH THEY ARE LOCATED. ENERGY NOTES SEE ENERGY NOTES ON SHEET Al & D1. WATER HEATER SHALL BE ELECTRIC. HOT AND COLD WATER HEATER PIPES IN UNCONDITIONED SPACES SHALL BE INSULATED WITH R-3 INSULATION WHICH HAS A FLAME SPREAD OF 25 OR LESS. ELECTRIC HEATER SIZE BASED ON 3 WATTS PER SQUARE FOOT. SEE HEAT SIZING FORMS FOR EXACT MAX SIZING PER UNIT. DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM TO PROVIDE ZONAL CONDITIONING TO THE MAIN LEVEL AND HAVE A MIN. HSPF OF 10.0. VENTILATION NOTES VENTILATION: SEE NOTES ON COVER SHEET. ALL EXHAUST DUCTS SHALL BE RIGID METAL, AND SHALL BE FITTED WITH A TIGHT FITTING BACKDRAFT DAMPER CAPABLE OF CLOSING WHEN THE FAN IS NOT IN USE. DUCTS IN UNHEATED SPACES INCLUDING ATTICS SHALL BE INSULATED TO A MINIMUM OF R-8. TOP FLOOR EXHAUST FANS SHALL VENT THROUGH ATTIC. DRYER TO BE VENTLESS WITH A MINIMUM CEF RATING OF 5.2. FRESH AIR TO BE SUPPLIED TO A HABITABLE ROOMS OF THE UNIT THROUGH THE USE OF SCREENED WINDOW OPENING OR WINDOW OUTDOOR AIR INLETS THAT PROVIDE THE EQUIVALENT OF 4 SQ. IN. OF NET FREE AREA. ELECTRICAL LEGEND '& DUPLEX RECEPTACLE OUTLET z(n' DUPLEX RECEPTACLE OUTLET SPLIT WIRED (SWITCH TOP HALF) DUPLEX OUTLET W/ USB USB�_71 RECEPTACLES MO DUPLEX RECEPTACLE OUTLET MICROWAVE SINGLE RECEPTACLE OUTLET 208v (R: RANGE, D: DRYER) CFBz& CEILING FAN BOX Q JUNCTION BOX TECH PORT TV TELEVISION JACK SINGLE POLE SWITCH $3 THREE WAY SWITCH $PB PUSH BUTTON ELECTRICAL PANEL BBH 0 ELECTRIC BASEBOARD HEATER O THERMOSTAT ® SMOKE DETECTOR WITH BATTERY BACKUP SD/CM COMBINATION CARBON MONOXIDE/SMOKE DETECTOR -0- CEILING MOUNTED LIGHT -0-P PENDANT LIGHT �P RECESSED CEILING LIGHT; IC RATED WATERPROOF RECESSED CEILING LIGHT WALL MOUNTED LIGHT UNDER CABINET LIGHT \\G L� MICROWAVE OVEN/RANGE HOOD MW COMBINATION, 100 CFM, 3 SONES SMOOTH DUCT. 15 PHOTOCELL SAFETY SENSOR VTR VENT THROUGH ROOF RECESSED CEILING WHOLE HOUSE EXHAUST FAN, SEE VENTILATION LHJ NOTES ON COVER SHEET FOR SIZE. 1.0 SONES MAX, 6" ROUND DUCT. RECESSED CEILING EXHAUST FAN 50 CFM MIN, 1.5 SONES MAX, 4" ROUND DUCT. / SCREENED WINDOWS OR WINDOWS W/ OUTDOOR AIR INLETS; SEE VENTILATION NOTES FOR MORE DETAILS UNIT Bl(R 1/4" = V-0" I I I I I I I I I I I r I I I ------- - TO BELOW I I I❑ SNIART PANEL I I I I I I I I I I I I UPPER LEVEL UTILITY PLAN HOOD VENT /IT UNIT B1(R 1/4" = V-0" I I I I I I I WALL MOUNTED DUCTLESS MINI -SPLIT STACK SWITCHES BELOW MINI -SPLIT 3 I I I - I I TO BELOW TO ABOVE I I I 0 3� 39� I VTR Pwd r. MAIN LEVEL UTILITY PLAN TO PHOTOCELL +84" T�7 70 — PARKING STALL — — HOSE 9'-0" X 19'-01. / PRWIRE LOW VOLTAGE +48.1 WIRE NOR GARAGE/DOOR OPEKR & ELEC/. EYES ELEC \ / PANEL I II I I I II II � I I I / I / I +48" I \ I I \ I II I + Garage I PARKING STALL I (I 9'-01, X 19'-01, 1 F I III / I IF \ / +48'' - \ TO ` ABOVE I \. +48" \ \ I I I \ I 1 I I 1 +48" / PB / � I 3 / / SD/CM WH I ® I CONDENSER I ❑ LEntry HOSE BIBB �. WP BELL L------------ [a -- �— -- Porch IFE UNIT B7(R 1/4" = V-0" LOWER LEVEL UTILITY PLAN Sheet Order: A B U F R E S D 0 N z U W H � Ii/ = m U J � Q 25 Central Way, Suite 210 Kirkland, Washington 98033 P:425.454.7130 F:425.658.1208 Web: www.milbrandtarch.com © Copyright 2021 Milbrandt Architects, INC., P.S. All rights reserved 11326 REGISTERED \ ARCHITECT AVID J. VINCENT ,STATE OF WASHINGTON m r m R32 Townhomes Anacortes, WA Landed Gentry Revisions No. Date Description A 9-9-21 PERMIT CORRECTIONS Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 HAMS Sheet No.: U7(R) 7 KITCHEN PLAN PWDR PLAN BATH PLAN DB18 SB21 BS36 SB12 KITCHEN CURTAIN ROD rL I LIGH BAR o GWB I� MIRROR 2-0 3-6 �FIBERGLASS SURROUND LAMINATE i COUNTER & 4" SPLASH SINGLE LEVER CONTROL VS30 BATH M. BATH PLAN v 00 0 rn rn M SBC48 SB39 KITCHEN CENTER LIGHTS ON SINK LIGHt BA I LIGHt BAR MIRROR GWB 5-0 x 3-0 I � LAMINATE COUNER & 4" SPLASH Ii M. BATH VS33 VS33 Q0 M v co 1 GWB W3918 REF F PAN I KY42 KITCHEN I m) MAIN LEVEL 14 D5 N15 0 - -4—s Q w in w H I 14 13 12 15 11 D5 10 9 lie 8 7 6 5 4 3 0 19 I D5 I M 3'-3" N V HALF WALL @ 42" A.F.F. Q w 0 %"0 HANDRAIL AT 34" TO 38" Q ABOVE NOSING. 1%" BETWEEN ~ M HANDRAIL &WALL 3'-5" LANDING 16 D5 I 18 IL D 5 I 14 13 12 I 11 10 9 8 I 7 3'-3" 6 5 4 16 7, DIN m SIM." 14 D5 UPPER LEVEL %"0 HANDRAIL AT 34" TO 38" ABOVE NOSING. 1%" BETWEEN HANDRAIL &WALL 3 MAIN I 2 LEVEL I 13 17 D5 D5 UP m n, D5 134 3'-5" 11 1 LANDING LOWER LEVEL INTERIOR ELEVATIONS STAIR PLANS 3/8" = V-0" 3/8" = V-0" LOWER LEVEL TO MAIN LEVEL MAIN LEVEL TO UPPER LEVEL 15 EQUAL RISERS = 9'-1%" 16 EQUAL RISERS = 10'-1%" MAX RISER = 7%4" MAX RISER = 7%4" MIN. TREAD = 10" MIN. TREAD = 10" Sheet Order: A B U F R E S D 0 N z 11�— U W H � Ii/ = m U J � Q 25 Central Way, Suite 210 Kirkland, Washington 98033 P:425.454.7130 F:425.658.1208 Web: www.milbrandtarch.com @ Copyright 2021 Milbrandt Architects, INC., P.S. All rights reserved 11326 REGISTERED \ ARCHITECT AVID J. VINCENT ,STATE OF WASHINGTON 0 r m a L U) 06 m O `m A/ _W W L. O ■i R32 Townhomes Anacortes, WA Landed Gentry Revisions No. Date Description Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 JH/AMS Sheet No.: U 8 7 3'-5" LANDING 16 15 T D5D5 r DIN SIM. 14 18 D5 D5 UPPER 14 LEVEL 13 12 11 10 � 9 1 %"0 HANDRAIL 8 AT 34" TO 38" ABOVE NOSING. 7 1%" BETWEEN 3'-3" HANDRAIL 6 &WALL 5 Q0 x 4 � MAIN 3 LEVEL 2 J 13 i D5 17 m UP D5 M 31 16 D5 � 1 3'-5" LANDING z o m Z J N HALF WALL @ 42" A.F.F. Q w 0 1'z"O HANDRAIL o a AT 34" TO 38" LU ABOVE NOSING. ~ 1%" BETWEEN M HANDRAIL &WALL 0 Z m Z a J STAIR PLANS MAIN LEVEL LOWER LEVEL 3/8" = V-0" MAIN LEVEL TO UPPER LEVEL LOWER LEVEL TO MAIN LEVEL 16 EQUAL RISERS = 10'-1%" 15 EQUAL RISERS = 9'-1%" MAX RISER = 7%4" MAX RISER = 7%4" MIN. TREAD = 10" MIN. TREAD = 10" J A Y e GWB W3918 0 REF PAN I KY42 F KITCHEN SB39 SBC48 KITCHEN CENTER LIGHTS ON SINK LIGH BAR LIGH BAR MIRROR 5-0 x 3-0 GWB LAINATE COUNTER & 4" SPLASH 00 v i -- -- -- -- M VS33 VS33 M. BATH 11 SB12 BS36 SB21 DB18 KITCHEN M. BATH PLAN INTERIOR ELEVATIONS 3/8" = V-0" '119' kj CL LIGH BAR CURTAIN ROD 1 O GWB MIRROR 2-0 3-6 � FIBERGLASS LAMINATE SURROUND COUNTER & 4" SPLASH 0 SINGLE LEVER \ / CONTROL 0 m VS30 BATH KITCHEN PLAN PWDR PLAN BATH PLAN N Sheet Order: A B U F R E S D 0 N z U W H � Ii/ = m U J � Q 25 Central Way, Suite 210 Kirkland, Washington 98033 P:425.454.7130 F:425.658.1208 Web: www.milbrandtarch.com @ Copyright 2021 Milbrandt Architects, INC., P.S. All rights reserved 11326 REGISTERED \ ARCHITECT AVID J. VINCENT ,STATE OF WASHINGTON 0 r m a L U) 0 �MM W O �■+ `m W L. O ■i R32 Townhomes Anacortes, WA Landed Gentry Revisions No. Date Description Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 JH/AMS Sheet No.: U8(R) \/ \/ \/ \/ \/ \/ \/ \/ \/ \/ \/ \ U NIT PLAN NOTES FRAMING: 2x6'S AT EXTERIOR WALLS 0 2x4'S AT INTERIOR WALLS UNLESS NOTED OTHERWISE. .....o• R-21 BATT INSULATION + R-4ci — — — R-15 BATT INSULATION, 3 z" ACOUSTICAL INSULATION BOTH SIDES OF COMMON WALL, U.N.O. CONCEALED SPACES SHALL BE FIRESTOPPED IN BOTH DIRECTIONS AT W-0" ON CENTER AND AT FLOORS. TYPICAL. ALL ESCAPE OR RESCUE WINDOWS FROM SLEEPING ROOMS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. THE MINIMUM CLEAR OPENING HEIGHT DIMENSION SHALL BE 24". THE MINIMUM CLEAR OPENING WIDTH DIMENSION SHALL BE 20". SILL HEIGHT SHALL BE NOT MORE THAN 44" ABOVE THE FLOOR (IRC SEC. R310.2). WHERE SILL AT OPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVE FINISHED GRADE OR OTHER SURFACE BELOW, SILL HEIGHT SHALL BE MINIMUM 24 INCHES ABOVE FINISHED FLOOR. PER IRC SEC. 312.2.1. ALL GLAZING SHALL CONFORM TO IRC SEC. R308.4, HAZARDOUS LOCATIONS. GLAZING IN ALL DOORS SHALL BE SAFETY GLAZED AND ALL GLAZING WITHIN A 241, ARC OF EITHER VERTICAL DOOR EDGE SHALL BE SAFETY GLAZED. PROVIDE %" (MIN.) GYPSUM SHEATHING ON WALLS BEHIND TUB/SHOWERS TO SATISFY FIRE REQUIREMENTS AT UNIT SEPARATION WALLS CONDITION. PROVIDE WATER RESISTANT GYPSUM WALLBOARD BEHIND TUB AND SHOWER ENCLOSURE MATERIALS TO A HEIGHT OF 70" MINIMUM ABOVE THE DRAIN INLET. NO PLUMBING, MECHANICAL EQUIPMENT, DUCTS OR VENTS SHALL BE LOCATED IN THE COMMON UNIT SEPARATION WALLS PER IRC SEC. R302.2.2. WASHING MACHINE HOOKUPS SHALL BE ACCESSIBLE, AND DRAINS SHALL BE READILY ACCESSIBLE UNDER UPC 606.6, 804.1. ALL BEDROOM AND BATHROOM DOORS SHALL BE UNDERCUT A MINIMUM OF %a" ABOVE THE ADJACENT FLOOR COVERING. THE FRONT DOOR SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. IT MAY BE PROVIDED WITH A NIGHT LATCH, DEAD BOLT OR SECURITY CHAIN, PROVIDED SUCH DEVICES ARE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR TOOL, AND MOUNTED NOT TO EXCEED 48" ABOVE THE FINISHED FLOOR. APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED SUCH THAT THE SOURCE OF IGNITION IS NOT LESS THEN 18" ABOVE THE FLOOR SURFACE PER IRC SECTION M1307.3. LISTED FLAMMABLE VAPOR IGNITION RESISTANT APPLIANCES ARE NOT REQUIRED TO BE ELEVATED. APPLIANCES SHALL NOT BE INSTALLED IN A LOCATION WHERE SUBJECT TO VEHICLE DAMAGE EXCEPT WHERE PROTECTED BY APPROVED BARRIERS PER IRC SECTION M1307.3.1. ALL SHOWER HEADS AND KITCHEN SINK FAUCETS INSTALLED IN THE UNITS SHALL BE RATED AT 1.75 GPM OR LESS AND ALL OTHER LAVATORY FAUCETS SHALL BE RATED AT 1.0 GPM OR LESS. STAIR NOTES: LOCATE HANDRAILS AT 34'-38" ABOVE THE STAIR NOSING. HANDRAIL GRASP DIMENSION SHALL BE BETWEEN 1" & 1-1/4". PROVIDE CONTINUOUS HANDRAIL OR TERMINATE AT NEWEL POSTS OR SAFETY TERMINAL. WHERE USED AS A GUARDRAIL, A MAX. OPENING OF 4". STAIRS TO HAVE A MAX. RISER OF 7%a" AND A MIN. TREAD OF 10". HANDRAIL REQUIRED AND RUNS OF 4 RISERS OR GREATER. STAIRS NOT TO ENCROACH INTO PARKING AREAS. WATER HAMMER ARRESTOR REQUIRED AT ALL DEVICES WITH QUICK CLOSING VALVES PER UPC 609.10. GYPSUM WALLBOARD SCHEDULE %" GYPSUM WALLBOARD (GWB) SHALL BE USED THROUGHOUT ON INTERIOR WALLS, INTERIOR SIDE OF EXTERIOR WALLS AND CEILINGS EXCEPT AT EXTERIOR WALLS AND COMMON WALLS REQUIRED TO HAVE A 1-HR OR 2-HR FIRE -RESISTANCE RATING IN WHICH CASE %" TYPE 'X' GWB SHALL BE USED. INSULATION WALLS: 2x6 WALLS WITH FIBERGLASS BATTS OR BLANKETS - R21, WINDOW HEADERS WITHIN THESE WALLS TO BE R-10. WALLS TO HAVE R-4 CONTINUOUS RIGID INSULATION INSTALLED AGAINST THE EXTERIOR SHEATHING. FLOORS OVER UNHEATED SPACES - R-38. SLAB ON GRADE - R-10 PERIMETER AND UNDER FULL SLAB ATTICS AT TRUSSES - R-49 (R-38 SHALL BE DEEMED TO SATISFY THE REQUIREMENT OF R-49 WHEREVER THE FULL HEIGHT OF UNCOMPRESSED INSULATION EXTENDS OVER THE WALL TOP PLATE AT THE EAVES). EXTERIOR DOORS: DOORS BETWEEN HEATED AND UNHEATED SPACES SHALL BE U=0.25 OR BETTER. WINDOWS: ALL WINDOWS AND SGD TO HAVE U-FACTOR OF U=0.25 OR BETTER INSULATE UNDER STAIRS AND IN WALL CAVITIES ABOVE BOTTOM OF STRINGERS SEE SHEET U12 FOR INTERIOR ELEVATIONS AND STAIR PLANS LEGEND •.=s,�„:= 1-HR RATED CEILING ON LOW ROOF •. WHERE CEILING IS WITHIN T-O" OF PROPERTY LINE. SEE DETAIL 14/D1. ■ WRAP COLUMN WITH ONE LAYER OF %" TYPE 'X' GWB TO ACHIEVE 1-HOUR FIRE RATING. SEE DETAIL 8/D7 & 8/D6. 0 v 2n--n-- UNIT C1 UPPER LEVEL PLAN 2n--n-- i 2'-8" 2'-4" UNIT C1 MAIN LEVEL PLAN 23'-9y2" 9'-11Y4" 10'-0Y4'. i ---------------i---------- — ---------16-07- SOHD \ 12----4------- 4{-- D5 i \ D5 1 / \ 2X8 FRAMING / FOR ELECTRIC / PANEL / N \\ PARKING STALL I \I PARKING STALL \ 9'-0" X 19'-0" I / \ 9'-0" X 19'-01, / 17 D8 WAL FINISH %" GWB CEILI,yG FINISH — %" TY E "X" GWB. FIRE -TAPS ALL GWB -- FLOOR ABOVE) / WRAP\`BEAMS BELOW CEILING LEVEL. ~ / INSULATE FLOOR ABbLU SEE DETAIL 6/D/1 VE. z l \\ \I z N I I GaragQ _ ° -- 1 I,WASTE,, 16 D8 STAIRS AS Tra — --- NEEDED. \\ / ��Enc � I 1 \ / I MAX 7%a" \ / 5 WASTE I RISER. SEE 9 / D1 D1 1 \ I I & 10/D2 / / X \ - - - ............. 4 �I ---- D2 `� ----- o W H o In 1 ---- P o :. .............. 9 ID ~� s = 2 z � OJ N J ol7 D3 z U 18" TB � - q N W 2-4 HCW � Bath o U O I N N N� � HALF WALL N +44" ABOVE 1 5' TUB/SHOWER NOSING N 1 'I a I Ln rn o t o S& P l N 5-0 BYPASS N 4 O D1 iv 45° y�/y N o I N 'l Entry I �, � N � l z 3 TYP. @ INT. �I l LU D1 WALLS 1 TYP. @ co �I M Bedroom 3 D1 EXT WALLS 1 4 \ 8 TYP. o __ ___ TYP. 0 rn FLOORrBOVE EGRESS D5 1N .......... ....... i 1 6-0 41-0 SL I D4 TYP. .J: Zh ; 4 4 Ln B D7 � ' • 11 DECK ABOVE00 OP ---- �.r , DIS TYP. D6 i 2'-2" Z-10" 5'-6" 5'-6" 4'-0" 5'-0" 20'-0" 3,_9Y2", 23'-9Y" UNITO LOWER LEVEL PLAN 1/4" = 1'-0" AREA SUMMARY Heated SF Unheated SF Inside Face* Inside Face* First Floor 281 467 Second Floor 639 52 Third Floor 1 607 j 0 Total SF 115271 519 * Side of exterior walls to which area was measured 0 N z U W H m U J � Q II 25 Central Way, Suite 210 Kirkland, Washington 98033 P:425.454.7130 F:425.658.1208 Web: www.milbrandtarch.com @ Copyright 2021 Milbrandt Architects, INC., P.S. All rights reserved 11326 REGISTERED \ ARCHITECT AVID J. VINCENT ,STATE OF WASHINGTON V 0 R32 Townhomes Anacortes, WA Landed Gentry Revisions No. Date Description 0 9-9-21 PERMIT CORRECTIONS Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 JH/AMS Sheet No.: CD 0 U a Sheet Order: A B U F R E S D U 9 U N IT PLAN NOTES 20'-0" 20' 4' FRAMING: 2x6'S AT EXTERIOR WALLS 0 2x4'S AT INTERIOR WALLS UNLESS NOTED OTHERWISE. ......• R-21 BATT INSULATION + R-4d - - - R-15 BATT INSULATION, V2" ACOUSTICAL INSULATION BOTH SIDES OF COMMON WALL, U.N.O. CONCEALED SPACES SHALL BE FIRESTOPPED IN BOTH DIRECTIONS AT 10'-0" ON CENTER AND AT FLOORS. TYPICAL. ALL ESCAPE OR RESCUE WINDOWS FROM SLEEPING ROOMS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. THE MINIMUM CLEAR OPENING HEIGHT DIMENSION SHALL BE 24". THE MINIMUM CLEAR OPENING WIDTH DIMENSION SHALL BE 20". SILL HEIGHT SHALL BE NOT MORE THAN 44" ABOVE THE FLOOR (IRC SEC. R310.2). WHERE SILL AT OPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVE FINISHED GRADE OR OTHER SURFACE BELOW, SILL HEIGHT SHALL BE MINIMUM 24 INCHES ABOVE FINISHED FLOOR. PER IRC SEC. 312.2.1. ALL GLAZING SHALL CONFORM TO IRC SEC. R308.4, HAZARDOUS LOCATIONS. GLAZING IN ALL DOORS SHALL BE SAFETY GLAZED AND ALL GLAZING WITHIN A 24" ARC OF EITHER VERTICAL DOOR EDGE SHALL BE SAFETY GLAZED. PROVIDE %" (MIN.) GYPSUM SHEATHING ON WALLS BEHIND TUB/SHOWERS TO SATISFY FIRE REQUIREMENTS AT UNIT SEPARATION WALLS CONDITION. PROVIDE WATER RESISTANT GYPSUM WALLBOARD BEHIND TUB AND SHOWER ENCLOSURE MATERIALS TO A HEIGHT OF 70" MINIMUM ABOVE THE DRAIN INLET. NO PLUMBING, MECHANICAL EQUIPMENT, DUCTS OR VENTS SHALL BE LOCATED IN THE COMMON UNIT SEPARATION WALLS PER IRC SEC. R302.2.2. WASHING MACHINE HOOKUPS SHALL BE ACCESSIBLE, AND DRAINS SHALL BE READILY ACCESSIBLE UNDER UPC 606.6, 804.1. ALL BEDROOM AND BATHROOM DOORS SHALL BE UNDERCUT A MINIMUM OF Y4" ABOVE THE ADJACENT FLOOR COVERING. THE FRONT DOOR SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. IT MAY BE PROVIDED WITH A NIGHT LATCH, DEAD BOLT OR SECURITY CHAIN, PROVIDED SUCH DEVICES ARE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR TOOL, AND MOUNTED NOT TO EXCEED 48" ABOVE THE FINISHED FLOOR. APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED SUCH THAT THE SOURCE OF IGNITION IS NOT LESS THEN 18" ABOVE THE FLOOR SURFACE PER IRC SECTION M1307.3. LISTED FLAMMABLE VAPOR IGNITION RESISTANT APPLIANCES ARE NOT REQUIRED TO BE ELEVATED. APPLIANCES SHALL NOT BE INSTALLED IN A LOCATION WHERE SUBJECT TO VEHICLE DAMAGE EXCEPT WHERE PROTECTED BY APPROVED BARRIERS PER IRC SECTION M1307.3.1. ALL SHOWER HEADS AND KITCHEN SINK FAUCETS INSTALLED IN THE UNITS SHALL BE RATED AT 1.75 GPM OR LESS AND ALL OTHER LAVATORY FAUCETS SHALL BE RATED AT 1.0 GPM OR LESS. STAIR NOTES: LOCATE HANDRAILS AT 34'-38" ABOVE THE STAIR NOSING. HANDRAIL GRASP DIMENSION SHALL BE BETWEEN 1" & 1-1/4". PROVIDE CONTINUOUS HANDRAIL OR TERMINATE AT NEWEL POSTS OR SAFETY TERMINAL. WHERE USED AS A GUARDRAIL, A MAX. OPENING OF 4" STAIRS TO HAVE A MAX. RISER OF 7%4" AND A MIN. TREAD OF 10". HANDRAIL REQUIRED AND RUNS OF 4 RISERS OR GREATER. STAIRS NOT TO ENCROACH INTO PARKING AREAS. WATER HAMMER ARRESTOR REQUIRED AT ALL DEVICES WITH QUICK CLOSING VALVES PER UPC 609.10. GYPSUM WALLBOARD SCHEDULE GYPSUM WALLBOARD (GWB) SHALL BE USED THROUGHOUT ON INTERIOR WALLS, INTERIOR SIDE OF EXTERIOR WALLS AND CEILINGS EXCEPT AT EXTERIOR WALLS AND COMMON WALLS REQUIRED TO HAVE A 1-HR OR 2-HR FIRE -RESISTANCE RATING IN WHICH CASE %" TYPE 'X' GWB SHALL BE USED. INSULATION WALLS: 2x6 WALLS WITH FIBERGLASS BATTS OR BLANKETS - R21, WINDOW HEADERS WITHIN THESE WALLS TO BE R-10. WALLS TO HAVE R-4 CONTINUOUS RIGID INSULATION INSTALLED AGAINST THE EXTERIOR SHEATHING. FLOORS OVER UNHEATED SPACES - R-38 SLAB ON GRADE - R-10 PERIMETER AND UNDER FULL SLAB ATTICS AT TRUSSES - R-49 (R-38 SHALL BE DEEMED TO SATISFY THE REQUIREMENT OF R-49 WHEREVER THE FULL HEIGHT OF UNCOMPRESSED INSULATION EXTENDS OVER THE WALL TOP PLATE AT THE EAVES). EXTERIOR DOORS: DOORS BETWEEN HEATED AND UNHEATED SPACES SHALL BE U=0.25 OR BETTER. WINDOWS: ALL WINDOWS AND SGD TO HAVE U-FACTOR OF U=0.25 OR BETTER INSULATE UNDER STAIRS AND IN WALL CAVITIES ABOVE BOTTOM OF STRINGERS SEE SHEET U12(R) FOR INTERIOR ELEVATIONS AND STAIR PLANS 1'-6" 12'-7" 5'-11" 5'-6 2, T-0 2 2'_9 2, 3�_12" � I� 5-0 41-6 SL � I � I I = I ............. .................... i EGRESS 6 o TYP. D5 � 7 , TYP. o N I Bedroom 2 D4 TYP. @ - EXT. WALLS I r I o G I ' 3-0 21-0 SL 6'-10" TYP. @ O INT. 3 D1 v Laundry li 1 WALLS J LU m 5-0 BYPASS ' o A II(4 O I —�00"1 11S&PNTIC q 00 Y v = N N V) J rn CD 0 mF� �0 (D L~l N � - 7 o - o 0 rQ O 0 N 2 -0 1 -6 D1 42Y2 CESS 1 0 T TUB/SHOWER 1O Oo I I UP ;° �___J 7 N ;I 2x6 _ J Bath - - ------ I� 4 N 0 3 8„ 1' 7 2, 1 62, \--------- i D3 I o HALF ------- - I WALL + ' "x36" SHOW V _________ 42" A.F.F. � = 2 ----------- ----------- -1D3 o 2-4 HCW--------- 0 M. Bath ' I 1� I I ®3 6/2 1 2 I 0 1 a I N Ln 1 06 1 N HALF WALL W/ m i I 10 GLASS PANEL o I 4 i ABV. Ln i D1 I� I I� I 8'-102" 4'_8 2 I D3 TYP. ' a 11 Ln as ' Master Bedroom m �' TYP. � ^ � EGRESS 1O 6-0 6 SL ' I I I II ' I I I I I � I I � T-6" T-6" I 2'-7" 2'-5" 11'-0" 5'-0" 4'-0" 20'-0" UNIT C1(R) UPPER LEVEL PLAN 1/4" = V-0" v r, N 00 W-l" T-11" 7'-02" 7'-02" 2'-92" T-12" 1 I , - - - - - - - - - - - - - - - - - - - - - - --------� 3 I D4 5 0 41-6 SL ROOF BELOW ) I .................. _ — .................... . I � � —IJ I O L---� I J1 I I I � N I I 1 1 , z 3 TYP. ' TYP. N 1 8 6 I Kitchen D4 �'�I D5 3-0 1J-0 SL ..... ..... 8'-52" 2' 8"1. 6' l" O TYP. @ INT. 3 1 I O WALLS D1 I SOFFIT DOWN N II 2'-�h2" TO 8'-0" A.F.F. � w _ I' w o 'a li ti m ------------ "' P idr. 1' - xS -- I o 1 1 INSULATE FLOOR OVER - UNHEATED SPACE. UP I N FLOOR ABOVE illm Dining ---- �I D3 0 _ o x � N I 2 n 17 I D3 TYP. D1 �, HALF WALL x - - - - - - - I +44" ABOVE — . —_ -- NOSING I� I I SOFFIT DOWN rn I I TO 8'-0" A.F.F. z I N o I, I n, 2'-92" 8'_52, 1' 2 3 7 r1i o J I I x - 0 N I O (V II Ll, O 41,il Living TYP. @ EXT. WALL BELOW 11 INSULATE F OOR WALLS r I OVER UNHEATED 1 SPACE D1 18 / D6 3-0 0 F Qo ( :•••....• l.5 6-0 8-0 SGD •• •••••••: SFTY, GL 13 L D6 I TYP. D4 D7 ROOF ELOW Deck 12 "' D7 I I I D7 L L I I T-6" I I I T-6" T-6" 2'-4" 2'-8" 11'-0" 5'-0" 4'-0" 20'-0" U NIT C1(R) MAIN LEVEL PLAN 1/4" = V-0" T -9Y2 20' 4' 10'-0y4.' 9'-11y4" I � 1 16-0 7 SOHD ------------ g 1\ J /1\ /1 I o D5 -�--------------/ I - - - - - - 12 / \\ 2X8 FRAMING \\ D5 I 1 \ FOR ELECTRIC PANEL 1 \\ PARKING STALL \\ PARKING STALL 1 17 1 \ 9'-0" X 19'-01, / \ 1 9'-0" X 19'-0.- / 1 D8 WALL FI ISH %" GWB CEILING F NISH 1 TYPE " " GWB. FIRE -TAPE AL I GWB 1 Lijr \ FLOOR ABOVIt WRAP BE MS BELOW CEILING LEVEL. w INS LATE FLOOR ABOV \\ l o 1 EE DETAIL 6/D1 / \ / -- I°lr� _ 1 1 \�Gara e i \\ 16 WASTE/ 1 \ g D8 1 I \X/ / \ �---� 6'-3" \\ / 5 82 \\ 8 -9 z 1 / 1 \ / STAIRS AS ��Enc�l i 1 \ / NEEDED. r \ WASTE 5 \ / MAX 7Y4" D1 \ RISER. SEE 9 1 I \/ 1 4 /X\ 1 1 \ & 10/D2 YD1�------� ----�J ----- N D2 ---- I�- - - \ o . : - - - - I o TUL ...............o0 .. s Jz I� VJ z�� 2 I o l7 -- 18"T -z� I D3I CD bath 2-4 HCW V LL 0 N N w I I O N I ill r 1, HALF WALL 5' TUB/SHOW[ I N I +44" ABOVE' I N 7t CO NOSING �I Q II � I m S&P o f O m I N 5-0 BYPASS N o 4 1. - - � ��� 450 N D1 I I O n, N Entry i' I 2' 4�, 2'_8Y II 5 9 2 2 � I I o TYP. @ INT. 3 z 00 TYP. @ 1 WALLS p1 0 �' I WALLS D1 EXT.Bedroom 3 , m 1 0 6 TYP. D4 D5 TYP. __ ' \ o D5 EGRESS FLOOR ABOVE i N/ I m 6-0 41-0 SL TYP. D4 I ' ,� 4 4 Por fi•'; - Ln 8 ti.�..�% . ` D7 DECK IBOVE •• 4 ,e..� co ., • • co D6 j S ; * , JJ_ TYP. 1 L 8 T-6" T-6" Z-10" 2'-2" I D6 I 5'-0" 4'-0" T-92, 20'-0" 2T-92" UNIT C1(R) LOWER LEVEL PLAN AREA SUMMARY Heated SF Unheated SF Inside Face* Inside Face* First Floor 281 467 Second Floor 639 52 Third Floor 607 0 Total SF 1527 519 * Side of exterior walls to which area was measured N Sheet Order: A B U F R E S D N z U W H � Ii/ = m U J � Q 25 Central Way, Suite 210 Kirkland, Washington 98033 P:425.454.7130 F:425.658.1208 Web: www.milbrandtarch.com © Copyright 2021 Milbrandt Architects, INC., P.S. All rights reserved 11326 REGISTERED \ ARCHITECT AVID J. VINCENT STATE OF WASHINGTON R32 Townhomes Anacortes, WA Landed Gentry Revisions No. Date Description A 9-9-21 PERMIT CORRECTIONS Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 JH/AMS Sheet No.: U9(R) FLOOR FRAMING NOTES SF STRUCTURAL FASCIA %x8 TYP. U.N.O.) FB FLUSH BEAM DB DROP BEAM HDR HEADER GT GIRDER TRUSS GLB GLU-LAMINATED BEAM (SEE SHEET xx FOR CAMBER INFO.) FLOOR FRAMING AS NOTED IN DRAWINGS VENT DUCTING ® (2) 2x STUDS UNO BYOX , WHERE X=NUMBER OF STUDS BLOCKED DIAPHRAGM; NAILING PER STRUCTURAL NOTES SHEET xx NOMA BEARING WALL HANGERS INDICATED ARE SIMPSON STRONG -TIE SEE SHEETS xx. FLOOR SHEATHING SHALL BE AS INDICATED ON SHEET xx ALL BEAMS AND HEADERS SHALL BE SUPPORTED ON DOUBLE STUDS UNLESS NOTED OTHERWISE. PROVIDE 3 BUNDLED STUDS UNDER BEAMS GREATER THAN 6" WIDE AND 2 BUNDLED STUDS UNDER BEAMS LESS THAN 6" WIDE. FACE NAIL BUNDLED STUDS TOGETHER WITH (2) 16d AT 12" O.C. TYPICAL. VERTICAL STRAPS (EX. STHD, MST) INDICATED ON FRAMING PLAN ARE AT THE BOTTOM OF THE WALLS BELOW THE FRAMING LEVEL. BLOCKING @ FLOOR RIM SPACE - SEE xx FOR BLOCKING @ SAWN LUMBER SEE xx FOR BLOCKING @ TJI SEE xx FOR BLOCKING @ TRUSS BAYS SEE xx FOR BEARING WALL STUD REQUIREMENTS. SEE SHEETS xx FOR TYPICAL WOOD FRAMING DETAILS P( I A/ - I/ TnI ICC UNIT C1 FRUPPER LEVEL AMING PLAN 1/4" = V-0" WS JACK TR @ 24 2X LEDC UNIT C1 1/4" = V-0" F. I. -NIU I Ivry \ BATH / VENT MAIN LEVEL FRAMING PLAN 0 N z U W H m U J � Q II 25 Central Way, Suite 210 Kirkland, Washington 98033 P:425.454.7130 F:425.658.1208 Web: www.milbrandtarch.com @ Copyright 2021 Milbrandt Architects, INC., P.S. All rights reserved 11326 REGISTERED \ ARCHITECT AVID J. VINCENT ,STATE OF WASHINGTON R32 Townhomes Anacortes, WA Landed Gentry Revisions No. Date Description Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 JH/AMS Sheet No.: CD 0 U a Sheet Order: A B U F R E S D U10 FLOOR FRAMING NOTES SF STRUCTURAL FASCIA %x8 TYP. U.N.O.) FB FLUSH BEAM DB DROP BEAM HDR HEADER GT GIRDER TRUSS GLB GLU-LAMINATED BEAM (SEE SHEET xx FOR CAMBER INFO.) FLOOR FRAMING AS NOTED IN DRAWINGS VENT DUCTING ® (2) 2x STUDS LINO BYOX , WHERE X-NUMBER OF STUDS BLOCKED DIAPHRAGM; NAILING PER STRUCTURAL NOTES SHEET xx Um BEARING WALL HANGERS INDICATED ARE SIMPSON STRONG -TIE SEE SHEETS xx. FLOOR SHEATHING SHALL BE AS INDICATED ON SHEET xx ALL BEAMS AND HEADERS SHALL BE SUPPORTED ON DOUBLE STUDS UNLESS NOTED OTHERWISE. PROVIDE 3 BUNDLED STUDS UNDER BEAMS GREATER THAN 6" WIDE AND 2 BUNDLED STUDS UNDER BEAMS LESS THAN 6" WIDE. FACE NAIL BUNDLED STUDS TOGETHER WITH (2) 16d AT 12" O.C. TYPICAL. VERTICAL STRAPS (EX. STHD, MST) INDICATED ON FRAMING PLAN ARE AT THE BOTTOM OF THE WALLS BELOW THE FRAMING LEVEL. BLOCKING @ FLOOR RIM SPACE - SEE xx FOR BLOCKING @ SAWN LUMBER SEE xx FOR BLOCKING @ TJI SEE xx FOR BLOCKING @ TRUSS BAYS SEE xx FOR BEARING WALL STUD REQUIREMENTS. SEE SHEETS xx FOR TYPICAL WOOD FRAMING DETAILS , A /-,/ Trl, WC UPPER LEVEL UNIT C1(R) FRAMING PLAN 1/4" = 1'-0" ')T ATH / ENT jW_1G11i I A K9 All 0..0 UNIT C1(R 8x8 K TRUSS 4" O.C. LEDGER r. l . 'FTO nvn MAIN LEVEL FRAMING PLAN 0 N z U W H m U J � Q II 25 Central Way, Suite 210 Kirkland, Washington 98033 P:425.454.7130 F:425.658.1208 Web: www.milbrandtarch.com @ Copyright 2021 Milbrandt Architects, INC., P.S. All rights reserved 11326 REGISTERED \ ARCHITECT AVID J. VINCENT ,STATE OF WASHINGTON R32 Townhomes Anacortes, WA Landed Gentry Revisions No. Date Description Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 JH/AMS Sheet No.: CD 0 U a Sheet Order: A B U F R E S D U 1 O(R) 7 ENERGY NOTES SEE ENERGY NOTES ON SHEET Al & D1. WATER HEATER SHALL BE ELECTRIC. HOT AND COLD WATER HEATER PIPES IN UNCONDITIONED SPACES SHALL BE INSULATED WITH R-3 INSULATION WHICH HAS A FLAME SPREAD OF 25 OR LESS. ELECTRIC HEATER SIZE BASED ON 3 WATTS PER SQUARE FOOT. SEE HEAT SIZING FORMS FOR EXACT MAX SIZING PER UNIT. DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM TO PROVIDE ZONAL CONDITIONING TO THE MAIN LEVEL AND HAVE A MIN. HSPF OF 10.0. VENTILATION NOTES VENTILATION: SEE NOTES ON COVER SHEET. ALL EXHAUST DUCTS SHALL BE RIGID METAL, AND SHALL BE FITTED WITH A TIGHT FITTING BACKDRAFT DAMPER CAPABLE OF CLOSING WHEN THE FAN IS NOT IN USE. DUCTS IN UNHEATED SPACES INCLUDING ATTICS SHALL BE INSULATED TO A MINIMUM OF R-8. TOP FLOOR EXHAUST FANS SHALL VENT THROUGH ATTIC. DRYER TO BE VENTLESS WITH A MINIMUM CEF RATING OF 5.2. FRESH AIR TO BE SUPPLIED TO A HABITABLE ROOMS OF THE UNIT THROUGH THE USE OF SCREENED WINDOW OPENING OR WINDOW OUTDOOR AIR INLETS THAT PROVIDE THE EQUIVALENT OF 4 SQ. IN. OF NET FREE AREA. ELECTRICAL LEGEND '& DUPLEX RECEPTACLE OUTLET z(n' DUPLEX RECEPTACLE OUTLET SPLIT WIRED (SWITCH TOP HALF) DUPLEX OUTLET W/ USB USB RECEPTACLES MO DUPLEX RECEPTACLE OUTLET MICROWAVE SINGLE RECEPTACLE OUTLET 208v (R: RANGE, D: DRYER) CFBz& CEILING FAN BOX Q JUNCTION BOX TECH PORT TV TELEVISION JACK SINGLE POLE SWITCH $3 THREE WAY SWITCH $PB PUSH BUTTON ELECTRICAL PANEL BBH 0 ELECTRIC BASEBOARD HEATER O THERMOSTAT ® SMOKE DETECTOR WITH BATTERY BACKUP SD/CM COMBINATION CARBON MONOXIDE/SMOKE DETECTOR -0- CEILING MOUNTED LIGHT -0-P PENDANT LIGHT OP MRECESSED CEILING LIGHT; IC RATED WATERPROOF RECESSED CEILING LIGHT WALL MOUNTED LIGHT UNDER CABINET LIGHT G L0 MICROWAVE OVEN/RANGE HOOD MW COMBINATION, 100 CFM, 3 SONES SMOOTH DUCT. PHOTOCELL SAFETY SENSOR VTR VENT THROUGH ROOF RECESSED CEILING WHOLE HOUSE EXHAUST FAN, SEE VENTILATION LHJ NOTES ON COVER SHEET FOR SIZE. 1.0 SONES MAX, 6" ROUND DUCT. RECESSED CEILING EXHAUST FAN 50 CFM MIN, 1.5 SONES MAX, 4" ROUND DUCT. / SCREENED WINDOWS OR WINDOWS W/ OUTDOOR AIR INLETS; SEE VENTILATION NOTES FOR MORE DETAILS I I I TV I Laundry+44" T 35OW I ELEC BBI I \ W/F r�LHJ- I + +481/ VENT FROM PWDR RM. BELOW I TO BELOW ---------- ---------- ---------- El SW RT PA EL I I I I I I � I I I I I I I I I I I I I I I 750W ELEC BB USB Bedroom 2 --0- 1 SD \ ® \ n A4, SD/CM \ ® / o / . � U P Bath 350W ELEC BB / VTT / T / \ CSTACK THERMOSTAT & SWITCHES Irl +39 I I I I I I I I I I I I I I I I i I I I \I SD ® a r� 350W VTR ELEC BB / F M. Bath 1 J T / / I T TV 1 I � � Master USB \ ` \ Bedroom \ � \ I CFB � I I ELEC 3 I hip ELEC BB UNIT C1 UPPER LEVEL UTILITY PLAN Pw�r I i VENT THROUGH WALL ABOVE - UNIT C1 UMIN LEVEL TII Y PLAN 1/4" = V-0" \ HOOD VENT TO PHOTOCELL - +84a- I I +48" i BATH VENT \ I HOSE WP" 1 I BIBB I I I I J I I Porch 1 -------------- UNIT C7 1/4" = V-0" LOWER LEVEL UTILITY PLAN 0 N z U W H � Ii/ = m U J � Q 25 Central Way, Suite 210 Kirkland, Washington 98033 P:425.454.7130 F:425.658.1208 Web: www.milbrandtarch.com © Copyright 2021 Milbrandt Architects, INC., P.S. All rights reserved 11326 REGISTERED \ ARCHITECT AVID J. VINCENT ,STATE OF WASHINGTON xo R32 Townhomes Anacortes, WA Landed Gentry Revisions No. Date Description A 9-9-21 PERMIT CORRECTIONS Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 HAMS Sheet No.: U 11 Sheet Order: A B U F R E S D 7 ENERGY NOTES SEE ENERGY NOTES ON SHEET Al & D1. WATER HEATER SHALL BE ELECTRIC. HOT AND COLD WATER HEATER PIPES IN UNCONDITIONED SPACES SHALL BE INSULATED WITH R-3 INSULATION WHICH HAS A FLAME SPREAD OF 25 OR LESS. ELECTRIC HEATER SIZE BASED ON 3 WATTS PER SQUARE FOOT. SEE HEAT SIZING FORMS FOR EXACT MAX SIZING PER UNIT. DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM TO PROVIDE ZONAL CONDITIONING TO THE MAIN LEVEL AND HAVE A MIN. HSPF OF 10.0. VENTILATION NOTES VENTILATION: SEE NOTES ON COVER SHEET. ALL EXHAUST DUCTS SHALL BE RIGID METAL, AND SHALL BE FITTED WITH A TIGHT FITTING BACKDRAFT DAMPER CAPABLE OF CLOSING WHEN THE FAN IS NOT IN USE. DUCTS IN UNHEATED SPACES INCLUDING ATTICS SHALL BE INSULATED TO A MINIMUM OF R-8. TOP FLOOR EXHAUST FANS SHALL VENT THROUGH ATTIC. DRYER TO BE VENTLESS WITH A MINIMUM CEF RATING OF 5.2. FRESH AIR TO BE SUPPLIED TO A HABITABLE ROOMS OF THE UNIT THROUGH THE USE OF SCREENED WINDOW OPENING OR WINDOW OUTDOOR AIR INLETS THAT PROVIDE THE EQUIVALENT OF 4 SQ. IN. OF NET FREE AREA. ELECTRICAL LEGEND '& DUPLEX RECEPTACLE OUTLET DUPLEX RECEPTACLE OUTLET SPLIT WIRED (SWITCH TOP HALF) DUPLEX OUTLET W/ USB USB RECEPTACLES MO DUPLEX RECEPTACLE OUTLET MICROWAVE SINGLE RECEPTACLE OUTLET 208v (R: RANGE, D: DRYER) CFBz& CEILING FAN BOX Q JUNCTION BOX TECH PORT TV TELEVISION JACK SINGLE POLE SWITCH $3 THREE WAY SWITCH $PB PUSH BUTTON ELECTRICAL PANEL BB" 0 ELECTRIC BASEBOARD HEATER O THERMOSTAT ® SMOKE DETECTOR WITH BATTERY BACKUP SD/CM COMBINATION CARBON MONOXIDE/SMOKE DETECTOR -0- CEILING MOUNTED LIGHT -0-P PENDANT LIGHT OP MRECESSED CEILING LIGHT; IC RATED WATERPROOF RECESSED CEILING LIGHT WALL MOUNTED LIGHT ��G UNDER CABINET LIGHT L0 MICROWAVE OVEN/RANGE HOOD MW COMBINATION, 100 CFM, 3 SONES SMOOTH DUCT. PHOTOCELL SAFETY SENSOR VTR VENT THROUGH ROOF RECESSED CEILING WHOLE HOUSE EXHAUST FAN, SEE VENTILATION LHJ NOTES ON COVER SHEET FOR SIZE. 1.0 SONES MAX, 6" ROUND DUCT. RECESSED CEILING EXHAUST FAN 50 CFM MIN, 1.5 SONES MAX, 4" ROUND DUCT. / SCREENED WINDOWS OR WINDOWS W/ OUTDOOR AIR INLETS; SEE VENTILATION NOTES FOR MORE DETAILS I I I I I iundry \ 1 35OW (ELEC BB / I WHF I VENT FROM PWDR RM. BELOW I I I I I I I I I I I I UPPER LEVEL UNIT C1(R) UTILITY PLAN 1/4" = V-0" TO PHOTOCELL +84" +48" 1 r HOSE I — — — — — — — — — — — — — — — — — — — — — — BIBB +44° +44° — 1 +44' +44' I PREWIRE LOW VOLTAGE I j ---J L--- \ WIRE FOR GARAGE DOOR I OPENER & ELEC. EYES / 11 1 +44' ELEC \ 1 / +48" +44° \. PANEL \ / Garage 44- \ Kitchen w 1 UlL z w --- HOOD R O \\ 0 1I VENT 10 +44' 11 SB i ECH ORT PV�1dr:: Trash I 3 ¢ Encl. I r-1---- 1 L JL \ \ 1 11 I I +4a" 1 — J BATH � \I 1 I I I � +4a° � I1 I I VENT �I Dining I VENT ` ----- 1 THROUGH + WH J 1 CHIME — — WALL ABOVE r I P L \ 3 — J \ WALL MOUNTED 1 \ DUCTLESS TO 35OW F _ MINI -SPLIT T BELOW ELEC BB gash \ TO I TO \ ABOVE ABOVE \I -.--- 3 O � I I I SD/CM I \ SD I Living i \ USB SD/CM I TV I T ' � I Bedroom 3 3 BELL 75OW II ELEC BB 1 3 I wP I WP HOSE I ; I BIBB I I I Deck I I I I L Porch H --------------- [a C n FE UNIT C7(R 1/4" = V-0" MAIN LEVEL UTILITY PLAN UNIT C7(R 1/4" = V-0" LOWER LEVEL UTILITY PLAN Sheet Order: A B U F R E S D 0 N z U W H � Ii/ = m U J � Q 25 Central Way, Suite 210 Kirkland, Washington 98033 P:425.454.7130 F:425.658.1208 Web: www.milbrandtarch.com © Copyright 2021 Milbrandt Architects, INC., P.S. All rights reserved 11326 REGISTERED \ ARCHITECT AVID J. VINCENT ,STATE OF WASHINGTON vI M W V R32 Townhomes Anacortes, WA Landed Gentry Revisions No. Date Description A 9-9-21 PERMIT CORRECTIONS Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 HAMS Sheet No.: U11 (R 7 KITCHEN PLAN PWDR PLAN CENTER LIGHTS ON SINK F W3036 n: F SB30 KITCHEN DW BS36 W3036 F — --7Z GWB DB12 F LOWER BATH PLAN 11 CENTER LIGHTS „ I rikl„ 0C a WCC2736 W3036 W3018 W3636 711 — — ---- �11\ MICROWAVE W/ , EXHAUST rAN GWB — RANGE SBC48 DB18 SB33 SB36 F KITCHEN VS30 "51 LOWER BATH M. BATH PLAN KITCHEN a 0 rn rn M SBC48 F— CENTER LIGHTS ON JIIVI�J GWB FLIGHt BAR LIGH BAR MIRROR 7-6 x 3-0 L/ MINATE COUNTER & 4" SPLASH I I m O GWB (5 CURTAIN ROD LIGH BAR - Z_ J O 8 rn m z I Q 18 GWB MIR�OR D5 2-0 3-6 I �FIBERGLASS 12 D � SURROUND LAMINATE I COUNTER LAMINATE COUNTER & 4" SPLASH & 4" SPLASH I 11 0 L-J 10 SINGLE LEVER — J , , 9 \ / CONTROL ---------- 0 8 4- -- -- -- -- 0 w I 7 q � VS30 SB33 SB33 F a Uj 6 N 5 UPPER BATH PLAN 7 UPPER BATH LAUNDRY PLAN 8 LAUNDRY 4 I 3 I i 2 1 INTERIOR ELEVATIONS 3/8" = V-0" P] VSib U1312 J13"I2 VJdb M. BATH 3'-5" 10" 3'-5" 1'-81, LANDING 1 T LANDING 2 T @ 10" EA HALF WALL @ 42" A.F.F. 13 14 15 13 14 15 16 16 14 16 1' 4 2" 14 D5 DIN D5 MAIN - z D5 DN D5 UPPER 17 rn � LEVEL m Q 17 � LEVEL D5 J D5 D5 1%"O HANDRAIL AT 34" TO 38" ABOVE NOSING 1'z" BETWEEN HANDRAIL &WALL m HALF WALL D5 @ 42" ABOVE NOSING 3'-3" LOWER LEVEL STAIR PLANS 3/8" = V-0" LOWER LEVEL TO MAIN LEVEL MAIN LEVEL TO UPPER LEVEL 15 EQUAL RISERS = 9'-1%" 16 EQUAL RISERS = 10'-1%" MAX RISER = 7%4" MAX RISER = 7%4" MIN. TREAD = 10" MIN. TREAD = 10" 12 1'-8Y" 11 10 HALF WALL @ 42" A.F.F. I 9 x 8 w N 0 %"0 HANDRAIL 7 - Cp AT 34" TO 38" 6 Q ABOVE NOSING. Cr 1Y" BETWEEN 5 N HANDRAIL &WALL 4 I 3 0 m 2 1 13 � HALF WALL D5 @ 42" ABOVE NOSING 3'-3" MAIN LEVEL 0 N z U W H � Ii/ = m U J � _ a S 25 Central Way, Suite 210 Kirkland, Washington 98033 P:425.454.7130 F:425.658.1208 Web: www.milbrandtarch.com @ Copyright 2021 Milbrandt Architects, INC., P.S. All rights reserved 11326 REGISTERED \ ARCHITECT AVID J. VINCENT ,STATE OF WASHINGTON M r m L m U) 06 V O m W W L. .O R32 Townhomes Anacortes, WA Landed Gentry Revisions No. Date Description Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 JH/AMS Sheet No.: Sheet Order: A B U F R E S U12 7 UPPER m LEVEL 0 rn Q0 M CENTER LIGHTS ON F-ITIM-1111 KITCHEN JIIVI�J GWB FL GHt BAR I LIGH B_F AR V 00 MIRROR 7-6 x 3-0 LAMINATE COUNT R & 4" SPLA H I M VSib U1312 Ut312 VSib M. BATH z MAIN LEVEL K J Q J n Q Y MAIN LEVEL STAIR PLAN 6� 1m �'_V LOWER LEVEL W3636 W3018 W3036 WCC2736 MICROWAVE W/ ,IZ EXHAUST FAN GWB — — RANGE F SB36 SB33 DB18 SBC48 KITCHEN M. BATH PLAN CENTER LIGHTS „ I rikl„ VS30 LOWER BATH 5 rn M F SB33 SB33 LAUNDRY 8 F W3036 GWB W3036 F GWB DW F DB12 BS36 SB30 F KITCHEN LOWER BATH PLAN LAUNDRY PLAN INTERIOR ELEVATIONS 3/8" = 1'-01, CENTER LIGHTS ON SINK LIGH BAR MIR�OR GWB 2-0 3-6 LAMINATE COUNTER & 4" SPLASH I 0 M VS30 CURTAIN ROD 0 FIBERGLASS SURROUND SINGLE LEVER CONTROL UPPER BATH KITCHEN PLAN PWDR PLAN UPPER BATH PLAN 0 N z U W H � Ii/ = m U J � _ a S 25 Central Way, Suite 210 Kirkland, Washington 98033 P:425.454.7130 F:425.658.1208 Web: www.milbrandtarch.com © Copyright 2021 Milbrandt Architects, INC., P.S. All rights reserved 11326 REGISTERED \ ARCHITECT AVID J. VINCENT ,STATE OF WASHINGTON M r m L U) 0 ^ V/ V O a--i m W W L. O R32 Townhomes Anacortes, WA Landed Gentry Revisions No. Date Description Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 JH/AMS Sheet No.: U 1 2 Sheet Order: A B U F R E S 7 0 Ln Provide cleanout at base of rain leader at tie in to drain per UPC 1101.13.1 79'-4" 3'-9)/2 20'-0" 12'-0" 15'-4" 12'-0" 1'-11�4 16'-3" 1-931 2'-2Y2" 8' 3„ 1�_6Y2 5' 6 2 8 3„ 1' 6YY 1' 6 2 8' 3 2' 2y2„ 1 9�4, WSWH24x8 WSWH24x8 2 2 2 5 2 8 5 2 5 2 2 WSW18x8 I WSWH18x8 P3 I I WSWH18x8 I 1 I s7.o------------------- s7.o I s7.o s6.0 L--- I -- J Js7.0 - --- 56.0-I------- 56.0 -- 20'-0" 16-3" -------- WSW18x8 - - - - 1'-11y4" I I I I r-----------------� --- --� 2-- I 5 11 I I 11 I D2 --------- I-10'/z" OI-OII 11 - -� I 2 f-- --- r------------- ----� D2 I 11 1 0'-0" I 11 5 I I I I L J -10'/z" L D2 L-- J L- J D2 L_---- JL--- - 56.0 D2 - -J --- --, F F3 F3 1 F4-10'/z" F3 1 r D2 1 8 1 2 I I - r-- - D2 56.0 F3 -10'/z" CDI' I F3 F3 1 F I 1 STHD14 S6.o D2 I 1 I I I 0'-0" I I 1 C1 (R)CD I I I I 0'-°" F1 C 1 I 1 I 1 1 z o 20B " CONC. I 6 I 2 D2 SLAB I 1 D2 Bi 9 1 I I 0'-01, I I Al I I 6 I 1 3Yz" CDNC. 20B o z 1 9D2 I, SLAB D2 U 2 1D2 B 1(R) I I I 9 I 9 VERIFY GARAGE SLAB HEIGHT 56.0 1 S6. GRADING PLAN I" CONC. 20B F1 I O 20B I 3iz" CONC. SLAB D2 1 I D2 6 ° 1 1 s6.0 VERIFY GARAGE SLAB HEIGHT 1 @2B V" CONC. I I I -WITH WITH GRADING PLAN I I SLAB D2 I I SLAB 1 I I 1 o INSTALL SYSTEM TO ALLOW I I I ADEQUATE DRAINAGE I I I I I P6 1 I 1 INSTALL SYSTEM TO ALLOW o 1 I' 1 ADEQUATE DRAINAGE 1 I I F1 BENEATH SLAB ON GRADE F1 I P6 I 1111:::�:) m P6 1 F1 BENEATH SLAB ON GRADE F1 1 I I I I 1 I a 1 F1 I I ___ I.O.S. " I I I P6 FRAMING CONTRACTOR CP6I I VERIFY GARAGE SLAB HEIGHT I SHALL VERIFY HOLDOWN I I WITH GRADING PLAN LOCATIONS PRIOR TO I I I 1 1 1 1 VERIFY GARAGE SLAB HEIGHT 1 I 1 P6 FRAMING CONTRACTOR P6 1 WITH GRADING PLAN I I SHALL VERIFY HOLDOWN I 1 , 1 LOCATIONS PRIOR TO I T.O.S� 1 +2„ VERIFY GARAGE SLAB HEIGHT WITH GRADING PLAN N 1 INSTALL SYSTEM TO ALLOW "'PC NC. 1 POURING FOUNDATION I I INSTALL SYSTEM TO ALLOW INSTALL SYSTEM TO ALLOW I I POURING FOUNDATION I I 3/2" CONC. ISLAB 1 I I ADEQUATE DRAINAGE ADEQUATE DRAINAGE ADEQUATE DRAINAGE I I I I SLABI SLOPE 1 1 1 BENEATH SLAB ON GRADE I 1 BENEATH SLAB ON GRADE I I BENEATH SLAB ON GRADE I ' I I 1 SLOPE 1 1 1 1 I FRAMING CONTRACTOR SHALL VERIFY HOEDOWN LOCATIONS PRIOR TO 12 D2 1 1 6' 3 5'-8/" 4'-0/" 4.0 j 1 FRAMING CONTRACTOR 1 I 1 1 SHALL VERIFY HOEDOWN TYP. 3 8 6 9 1 LOCATIONS PRIOR TO 6 1 1 I 1 I 1 I 1 1 I 1 5'_81 6 FRAMING CONTRACTOR 1 1 4' 0 1 1 I 4' o" �2 6'-3" I SHALL VERIFY HOLDOWN 1 I16 I LOCATIONS PRIOR TO 1 9 8 3 TYP. 00 12 D2 1/4"= T DIN 1 I W"= T DN 1 1 I 1 1 P4 D2 56.0 0'-0" D2 56.0 I 1 POURING FOUNDATION 1 1 POURING FOUNDATION 1 1 1 _ POURING FOUNDATION 1 , I 56.0 °'-°" S6.0 D2 \ P41 DD2 1 I J 1 -- -- - - - ---- - - -- --- --- 1 T.O.S. � _ 4' 0�2" 2'-10�2" 8.5 T.O.S. m 1 F1 D2 F1 I: - - - J :I I; F!4 I F1 I •I I: L - - - - :I F1 I 1 m 1 ; 1' '-01, 12'-0" • I 8 I I 12'-0" 4'-0" N BUILDING 1 FOU N DATION NOTES +33" ELEVATION AT TOP OF CONCRETE +20" FINISH SLAB ELEVATION F.O.C. ......•••••• • R-10 PERIMETER INSULATION O SPREAD FOOTING TYPE - REFER TO SCHEDULE SW# SHEARWALL TYPE - REFER TO xx FOR ANCHOR BOLTS •� HD # HOLDOWN TYPE - REFER TO SCHEDULE xx 6" STEMWALL LOCATION OF DOWNSPOUT: PROVIDE TIGHTLINE AND RISER BOOT FACE OF CONCRETE ® SHEAR PORTAL BRACE SLAB ON GRADE SHALL BE 3 1/2" MINIMUM THICKNESS. REINFORCE WITH 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVIDE 10 MIL. VAPOR BARRIER BELOW SLAB OVER 6" FREE DRAINING GRAVEL OVER FIRM NATIVE SOILS OR STRUCTURAL FILL COMPACTED TO 95% MAXIMUM DRY DENSITY. BOTTOM OF ALL FOUNDATIONS SHALL BE 18" MINIMUM BELOW ADJACENT GRADE UNLESS OTHERWISE NOTED. REFER TO SHEET S6.0 FOR TYPICAL FOUNDATION DETAILS. REFER TO GENERAL STRUCTURAL NOTES SHEETS xx & xx FOR ADDITIONAL REQUIREMENTS. CONCRETE WALLS ARE 8" UNLESS NOTED. STEP FOOTINGS AS REQUIRED TO REACH FIRM BEARING - SEE DETAIL 4/S6.0. PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL BUILDINGS. SLOPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUILDING FOUNDATION PLAN SEE SHEET S9.0 FOR ALL FLOOR SHEATHING, NAILING, AND OTHER PERTINENT STRUCTURAL INFORMATION. SHEAR WALLS SHOWN AT FOUNDATION WALLS ARE FOR PLATE ANCHOR PLACEMENT. SEE SHEARWALL SCHEDULE ON xx FOR SPACING. SLOPE FINISH GRADE AWAY FROM BUILDING PERIMETER. SEE CIVIL DRAWINGS FOR SWALES AND OTHER ON -SITE DRAINAGE SYSTEMS. WSWH DENOTES STRONG -WALL WOOD SHEARWALL. SEE NOTES AND DETAILS ON SHEETS S7.0, S7.1 & S7.2. FOOTING SCHEDULE FTG. SIZE DEPTH REINFORCING REMARKS CONT FTG.(SEE 14/S6.0) F1 1'-4" 10" (2)#5 CONT. SEE 13/S6.0 F2 18"x 18" 101, (2)#4 BOT. E.W. F3 4'-6° X 24„ (4)#5 LONG WAY, T&B SEE 2/S7.0 5'-6" (6)#5 SHORT WAY, T&B F4 4'-6" X 24„ (4)#5 LONG WAY, T&B SEE 2/S7.0 6-0" (7)#5 SHORT WAY, T&B THICKENED SLAB FTG.SEE F5 1'-6" 12" (2)#4 CONT. 12/S6.0 SEE 13/S6.0 F6 24" X 24" 101, (3)#4 BOT. E.W. 0 N z U W Ii = m U J � Q 25 Central Way, Suite 210 Kirkland, Washington 98033 P:425.454.7130 F:425.658.1208 Web: www.milbrandtarch.com © Copyright 2021 Milbrandt Architects, INC., P.S. All rights reserved 11326 REGISTERED \ ARCHITECT AVID J. VINCENT ,STATE OF WASHINGTON .0. a. r. ■0 O LL R32 Townhomes Anacortes, WA Landed Gentry Revisions No. Date Description Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 JH/AMS Sheet No.: Sheet Order: A B U F R E S D F 1 7 C7 (R) BUILDING 1 UPPER LEVEL SHEAR PLAN 1/8" = V-0" SHEAR WALL NOTES PX SHEAR WALL TYPE SEE S1.2 FOR NAILING SHEAR WALL WITH FORCE PX TRANSFER AROUND WINDOW SEE 8/S1.3 HDXX HOLDOWN TYPE - SEE S1.3 FOR SCHEDULE THE WOOD SHEATHING DIAPHRAGM SHALL BE APPLIED TO SAME SIDE OF STUD WALL AS SHEAR WALL TAG AND SHALL CONTINUE ABOVE AND BENEATH OPENINGS. SOME SHEAR WALLS REQUIRE 3x PLATES AT THE FOUNDATION OR AT ABUTTING PANELS. SEE SHEARWALL TABLE SHEET S1.2. SEE SHEET S1.2 FOR TYPICAL SHEARWALL DETAILS SEE SHEET S7.0, S7.1 AND S7.2 FOR REQUIREMENTS AT WSW SHEAR WALLS SEE HOLDOWN AND FASTENER SCHEDULE FOR POST REQUIREMENTS AND HOLDOWNS TYP. U.N.O. SEE SHEET S1.3 MSTC52 j MSTC40 C1(R) ,-- MSTC52 --, P4 S83 8 5183 P4 P4 51.3 P4 MSTC52 MSTC52 MSTC40 MSTC52 P6 P6 P6 P6 P6 P6 P6 MSTC40 P3 Y7 WSWH18x9 I P3 17WSWH18x9,y S83 P3 d JIIIV IY C C1(R) STHD14 --11 8 51.3 P3 ❑ m ❑ m BUILDING 1 1/8" = 1'-0" BUILDING 1 ❑ MSTC52 - MSTC40 DP6 P6 ❑ I MSTC40 P6 I I C 1 MSTC52 I I 8 P3 51.3 MAIN LEVEL SHEAR PLAN FHD14 Al STHD14 WSWH18x8 WSWH24x8 We ,o..a I I I P6 I P6 P6 I 131 (R) WSWH18x8 ❑ ID ❑ 01 ❑ LOWER LEVEL SHEAR PLAN m 0 N z 11�- U W H m U J � Q II 25 Central Way, Suite 210 Kirkland, Washington 98033 P:425.454.7130 F:425.658.1208 Web: www.milbrandtarch.com © Copyright 2021 Milbrandt Architects, INC., P.S. All rights reserved 11326 REGISTERED \ ARCHITECT AVID J. VINCENT ,STATE OF WASHINGTON R32 Townhomes Anacortes, WA Landed Gentry Revisions No. Date Description Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 JH/AMS Sheet No.: F2 Sheet Order: A B U F R E S ROOF FRAMING NOTES 7 TRUSS SPACING: 24" O.C. - TYPICAL FB FLUSH BEAM HDR HEADER - SEE 06100 ON S1.0 (2)2x8 U.N.O. GLB GLU-LAMINATED BEAM GT GIRDER TRUSS DS DRAG STRUT SF STRUCTURAL FASCIA ONLY STRUCTURALLY REQUIRED BEAMS AND HEADERS ARE SHOWN. ALL BEAMS, HEADERS, GIRDER TRUSSES, HIP TRUSSES AND HIP MASTERS SHALL BE SUPPORTED ON DOUBLE STUDS UNLESS NOTED OTHERWISE. PROVIDE 3 BUNDLED STUDS UNDER BEAMS GREATER THAN 6" WIDE AND 2 BUNDLED STUDS UNDER BEAMS LESS THAN 6" WIDE. FACE NAIL BUNDLED STUDS TOGETHER WITH (2) 16d AT 12" O.C. TYPICAL. ROOF SHEATHING SHALL BE AS INDICATED ON SHEET XX. SEE ROOF PLANS FOR VENTING. FRAME OVERFRAMING AREAS WITH 2x4 AT 24" OC WITH STUD SUPPORT AT 48" OC TO TRUSS BENEATH. CARRY ROOF SHEATHING THROUGH FALSE GABLE. PROVIDE 2' x 4' HOLE IN ROOF SHEATHING FOR ATTIC VENTILATION AND ACCESS. SEE SHEETS XX FOR TYPICAL ROOF FRAMING DETAILS. SEE XX FOR BEARING WALL STUD REQUIREMENTS WHERE POSTS OCCUR PROVIDE SOLID VERTICAL GRAIN BLOCKING SOLID THRU FLOOR TO MATCHING SUPPORTS BELOW. SEE XX FOR RAISED HEEL TRUSS TO BEARING WALL CONNECTION. ROOF FRAMING LEGEND ROOF TRUSSES DRAG TRUSS STICK FRAMING OVER FRAMING - SEE ROOF FRAMING NOTES 22x30 ATTIC ACCESS PANEL ® (2) 2x POST LINO BYOX ® RAISED OR LOWERED WALL PLATE, AS NOTED I I I I I I I I I I 2x FRAMING ABOVE TRUSSI TO FORM CLIPPED GABLEI I I I I I SEE MAIN ----I UPPER LVL I FLOOR I FRAMING FOR I JACK TRUSS I I I 2x FRAMING ABOVE TRUSSI TO FORM CLIPPED GABLEI I 11 I 11 I L- - - - - - 2x FRAMING ABOVE TRUSS TO FORM CLIPPED GABLE RAISE HEEL TRUSSES (+2'-4y4") RAISE HEEL TRUSSES (+2'-4y4") BUILDING 1 1/4" = V-0" ROOF FRAMING PLAN I2x FRAMING ABOVE TRUSS ITO FORM CLIPPED GABLE I I I I I ['--SEE MAIN I UPPER LVL I FLOOR I FRAMING FOR I JACK TRUSS I2x FRAMING ABOVE TRUSS ITO FORM CLIPPED GABLE I � II I II 0 � IN I 2x FRAMING ABOVE TRUSS TO FORM CLIPPED GABLE 0 N z 11�- U W H m U J � Q II 25 Central Way, Suite 210 Kirkland, Washington 98033 P:425.454.7130 F:425.658.1208 Web: www.milbrandtarch.com © Copyright 2021 Milbrandt Architects, INC., P.S. All rights reserved 11326 REGISTERED \ ARCHITECT AVID J. VINCENT ,STATE OF WASHINGTON R32 Townhomes Anacortes, WA Landed Gentry Revisions No. Date Description Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 JH/AMS Sheet No.: F3 Sheet Order: A B U F R E S D 7 ROOF LEGEND [RJIROOF JACK 50 SQ.IN. NET FREE AREA a> 6:12 SLOPE INDICATOR (OR AS INDICATED) 4— tD 5:12 SLOPE INDICATOR (OR AS INDICATED) BUILDING OUTLINE ----- EAVE VENTING 2.4 SQ.IN./LF. NET FREE AREA UNIT SEPARATION AT ATTIC GUTTER (DOUBLE LINE) 1 DOWNSPOUT LOCATION AREA IN WHICH OPENINGS AND PENETRATIONS ARE PROHIBITED (4-FEET EACH SIDE OF COMMON WALL) MECHANICAL AND PLUMBING VENT LOCATION PER OTHERS. BUILDING 1 ROOF PLAN ROOF VENTING CALCULATIONS Area Description Attic Area (SF) Venting Ratio Required Venting g (SI) Low Eave Vent LF ( ) Low Jacks (Qty) High Jacks (Qty) Venting Provided (SI) * % of req'd 2.4 50.0 50.0 Lower % Upper % Total %* AREA 1 678 1 / 300 325 22 6 6 353 54% 300 46% 653 201% AREA 2 578 1 / 300 277 14 5 5 284 53% 250 47% 534 192% AREA 3 598 1 / 300 287 4 6 5 310 55% 250 45% 560 195% AREA LR1 82 1 / 150 79 20 0 2 48 32% 100 68% 148 188% AREA LR2 42 1 / 150 40 2 0 2 5 5% 100 95% 105 260% AREA LR3 24 1 / 150 23 12 0 1 29 37% 50 63% 79 343% AREA LR4 12 1 / 150 12 6 0 1 14 22% 50 78% 64 556% AREA LR5 35 1 / 150 34 8 0 1 19 28% 50 72% 69 205% AREA LR6 55 1 / 150 53 14 0 2 34 25% 100 75% 134 254% AREA LR7 50 1 / 150 48 0 0 2 0 0% 100 100% 100 208% 0 N z U W Ii = m U J � Q 25 Central Way, Suite 210 Kirkland, Washington 98033 P:425.454.7130 F:425.658.1208 Web: www.milbrandtarch.com © Copyright 2021 Milbrandt Architects, INC., P.S. All rights reserved 11326 REGISTERED \ ARCHITECT AVID J. VINCENT ,STATE OF WASHINGTON r _m O m W R32 Townhomes Anacortes, WA Landed Gentry Revisions No. Date Description Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 JH/AMS Sheet No.: Sheet Order: A B U F R E S D FIBER CEMENT SHINGLE SIDING 2x10 BELLY BAND TRIM TYP T.O.P. UNIT C1(R) DECORATIVE 43'-0 2" TYP. KNEE BRACKETS 17 16 TYP. 19 D7 D4 14 TYP. DECORATIVE 12 D7 D4 GABLE VENT COMPOSITION ROOF 5 16 �SHINSLES D4 �� �� ■ ii �m1 ii Elm SM EEEllEEEl SCREEN WASTES 16 STORAGE FOR UNIT C1 D8 BUILDING 1 1/8" = V-O" ARTICULATION FEATURES USED AT EACH UNIT INTERVAL • WINDOW OPENINGS • VERTICAL MODULATION • CHANGES IN ROOF LINE • CHANGES IN SIDING MATERIALS FIBER CEMENT LAP SIDING; 10Y4"REVEAL 12 UPPER LEVEL 61 VINYL WINDOWS W/ DECORATIVE MULLIONS - 2x6 DOOR AND o WINDOW SURROUND 9 TYP. MAIN LEVEL D6 11111111 14 D4 FIBER CEMENT LAP SIDING; 10Y4"REVEAL ao 12 12 6 UPPER LEVEL VINYL WINDOWS W/ DECORATIVE MULLIONS 2x6 DOOR AND WINDOW SURROUND o TYP. 9 TM D6 MAIN LEVEL D1 I DECORATIVE BRACKETS I 4 I D6 LOWER LEVEL FIBER CEMENT LAP 4 SIDING; 7"REVEAL D7 SIDE ELEVATION SOUTH ELEVATION �.4111INE MR, .nu■■u■■rn••���m■■■u■■■n_ • Ill �iN ■■■m■■■■m■■■- n■l■■1■F--il►Anmmsmvnmlb.._ \■■Cll■IIIpJ■■■I■1l■1m■ionial._ ���■r�l�l■■�nn■■mr l■■m■■..._. "■II■1�■III■■■ II■1■■�!!iA■��.� RI■■■■■1o■n,�' Or:iil■onini � ■■ IisC- MEimij 14 D4 FIBER CEMENT LAP SIDING; 7"REVEAL 4 D7 UILDING 1 i ii ■aw,-- 16 — � SCREEN WASTE STORAGE FOR UNIT C1 DD8 SIDE ELEVATION 1/8" = V-O" NORTH ELEVATION ARTICULATION FEATURES USED AT EACH UNIT INTERVAL FACADE TRANSPARENCY CALCULATION • WINDOW OPENINGS 1,139 S.F. WALL AREA • VERTICAL MODULATION 113.75 S.F. WINDOW AREA • CHANGES IN ROOF LINE • CHANGES IN SIDING MATERIALS 1,139 S.F. = 10% TRANSPARENCY AREA 113.75 S.F. FIBER CEMENT SHINGLE SIDING 2x10 BELLY BAND TRIM TYP. m m � m 6.7N1 118MR40.4n. .a..�l���■■■_imn,_ • I� ■■■ ■■■ 1 B ■ MEN i • �.■ ���. ■■�I 00. ■IIIIIIIIIIIIIIIIIIIIIIIII■� 'J■�IIIIIIIIIIIIIIII �■il • ' I■I III�I! lull 1 � ' E' COMPOSITION E3 ROOF SHINGLES FIBER CEMENT LAP SIDING; 10Y4"REVEAL T.O.P. VINYL WINDOWS W/ DECORATIVE O° MULLIONS UPPER LEVEL FIBER CEMENT LAP SIDING; o CY) 7"REVEAL MAIN LEVEL 2x6 DOOR ° AND WINDOW o� oo SURROUND LOWER LEVEL GLAZING IN GARAGE DOORS UNIT C1 20'-0" D E3 I .im_n■:�nrc�l■_n■r._ d�■■ICI■�l�Ijt�Qlr,l�l■�I■■1\.. .iii■nmu■un�ni��nu■nmu■NEIn■u._ Alil■n■■1■■■imin l�.�d 0limn■I■■■■In■n�._ .•Gm■nmu■nmu■nm`ae.m■nmu■nmu■nmo.. ■ i ■■IM■■ ■■ � ■■ ■■ [MMEi i ■ ■il i_ on NO 0 0 1/8" = 1'-0" ARTICULATION FEATURES USED AT EACH UNIT INTERVAL • REGULAR REPETITIVE WINDOW OPENINGS • UNIT ENTRY DOORS • COVER PATIO SPACES • HORIZONTAL & VERTICAL MODULATION • CHANGES IN ROOF LINE • CHANGES IN SIDING MATERIALS DECORATIVE �r GABLE VENT TYP 19 (D7 D4 +6'-6" :" w ■ 0 D UNIT C1 E E3 16'-0" E3 ■ rd ■■ 0 : ■■ : ■■ ■•■1 i •■�I 11110W., FIBER CEMENT LAP SIDING; 7REVEAL BUILDING HEIGHT �2x10 BELLY BAND TRIM TYP. T.O.P. 6 D5 TYP. 00 UPPER LEVEL rn m 7 MAIN LEVEL 0 MEN I ■ 1 M .• iiiiii■I � I�- � .. � ` i � � � iii■i 1.1 �� 1.1 iiiii■ �_I•I , � I.I � I.I • ' EAST ELEVATION FACADE TRANSPARENCY CALCULATION 2,170 S.F. WALL AREA 467.5 S.F. WINDOW AREA 2,170 S.F. = 22% TRANSPARENCY AREA 467.5 S.F. WINDOW HDR UPPER LEVEL: 6'-8" MIDDLE LEVEL: 8'-0" LOWER LEVEL: 7'-0" UNLESS OTHERWISE NOTED UNIT 61(R) UNIT Al UNIT 131 12'-0" 15'-4" 12'-0" C B E3 E3 IBER CEMENT INGLE SIDING DECORATIVE 9l KNE BRACKETS TYP. / 174 12 TYP. C 6 14 D4 UNIT C1(R) 20'-0" A E3 TYP. x10 BELLY BAND 19 RIM D7 13 D4 TYP. 12 U.N.O. 5 17 +6'-6" ■■ ■■ ■■■ ■■■ ■■ ■■ ■ ■■ ■■ ■■ l ■■■■ rr. �■ ■■� MENNEN ■■ ■■ ■ ■■■ ■■■ ■ ■ ■■ ■■ : ■■ 0 ■■ ■■ ■■ ■■ ■■■ ■■■ Elm,rr. ■■ ■■ .0. 10 1TYP. D5 BUIL DING 1 1/8" = 1'-0" ARTICULATION FEATURES USED AT EACH UNIT INTERVAL • REGULAR REPETITIVE WINDOW OPENINGS • HORIZONTAL & VERTICAL MODULATION • CHANGES IN ROOF LINE • CHANGES IN SIDING MATERIALS LIGHT FIXTURES AT GARAGE DOORS. LIGHT TO BE SHIELD OR DIRECTED DOWNWARD AWAY FROM THE SKY REAR ELEVATION WEST ELEVATION BUILDING HEIGHT T.O.P. 13 TYP. D4 UPPER LEVEL F- 6 TYP. \ 9m D5 o MAIN LEVEL D4 DTYP. 80 En LOWER LEVEL z 0 J_ D N Sheet Order: A B U F R E S D N z U W H m U J � _ a S 25 Central Way, Suite 210 Kirkland, Washington 98033 P:425.454.7130 F:425.658.1208 Web: www.milbrandtarch.com © Copyright 2021 Milbrandt Architects, INC., P.S. All rights reserved 11326 REGISTERED \ ARCHITECT AVID J. VINCENT STATE OF WASHINGTON 7j r O m LU R32 Townhomes Anacortes, WA Landed Gentry Revisions No. Date Description Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 JH/AMS Sheet No.: E 1 UNIT C UNIT B 7 BUILDING 1 SECTION C 1/8" = V-0" UNIT A BUILDING 1 SECTION BD2 1/8" = V-0" UNIT B 12 6 TYP. @ EXT WALLS BUILDING 1/8" = V-0" D2 SECTION E UNIT C T.O.P. T.O. P. UPPER LEVEL 0 12 �6 4 ATT 1 C D3 LAUNDRY ' o TYP. D1 TYP. D5 � 16 13 D4 M. BED 1 TYP. @ D1 EXT. 5 WALLS D4 12 I 6 3 —TYP. @ INT. D5 D1 WALLS o 6 ; PVA/DR. , PWDR. 1 4 14 MAIN LEVEL D4 D3 D5 \ 611 15 13 \ / D6 D6 HALL 4 D5 7 D1 �l CID I I O D5 11 GARAGE 6 , 15 1 I D2 D2 D5 D2 LOWER LEVEL I I \ 1 1 3 19 ( 1 4 \ C3 / JD2 D5 \19 / D7 ENTRY 12 BUILDING 1 SECTION A D2 1/81, = 1'-01, UNIT B/UNIT C 12 12 5� �6 TYP. ATTICQ D4 13 T.O.P. TYP. TYP. @ EX @ INT. 3 10 TYP. T WALLS WALLS G D180 BED 2 6P M. BED UPPER LEVEL D1 18 � D5 TYP. 1 HALL D4 D5 = 3 LIVING 12 a D4 o 12 MAIN 12 13 6 D6 LEVEL 6 D5 D6 ILJI/ ` 1 15 D5 3 16 0 KITCHEN D5 °5 D5 7 5 GARAGE D1 ENTRY 12 LOWER LEVEL D2 I I ( 1 3 19 I 1 4 \4?/ 11 \\_// D2 D5 TYP. D2 BUILDING 1 SECTION2D 1/8" = V-0" UNIT C Sheet Order: A B U F R E S 0 N z U W Ii = m U J � Q 25 Central Way, Suite 210 Kirkland, Washington 98033 P:425.454.7130 F:425.658.1208 Web: www.milbrandtarch.com @ Copyright 2021 Milbrandt Architects, INC., P.S. All rights reserved 11326 REGISTERED \ ARCHITECT AVID J. VINCENT ,STATE OF WASHINGTON R32 Townhomes Anacortes, WA Landed Gentry Revisions No. Date Description Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 JH/AMS Sheet No.: E3 ABBREVIATIONS S T R U C T U R A L N 0 T E S STRUCTURAL DRAWING SHEET INDEX & AND IN. INCH(ES) 01000: GENERAL REQUIREMENTS 02000: SITE CONSTRUCTION 06071: PRESERVATIVE TREATED WOOD PRODUCTS SHEET DESCRIPTION DATE ® AT INFO. INFORMATION THE STRUCTURAL NOTES SUPPLEMENT THE PLANS AND SPECIFICATIONS. ANY ALL SITE CONSTRUCTION SHALL BE CONSISTENT WITH THE GEOTECHNICAL ENGINEERING PRESERVATIVE TREATED WOOD SHALL BE REQUIRED FOR; ' FEET(FOOT) INT. INTERIOR DISCREPANCY FOUND BETWEEN THE DRAWINGS, NOTES, SPECIFICATIONS, SITE CONDITIONS, RECOMMENDATIONS AS NOTED IN THE GEOTECHNICAL ENGINEERING REPORT (SEE SECTION S1.0 STRUCTURAL NOTES 08/18/21 " INCH (INCHES) AND ARCHITECTURAL PLANS SHALL BE REPORTED TO THE ARCHITECT WHO SHALL 01300) AND IN SUBSEQUENT DIRECTIVES. ALL WOOD THAT FORMS THE STRUCTURAL SUPPORT OF THE BUILDING, BALCONIES S1.1 STRUCTURAL NOTES AND SCHEDULES 08/18/21 # POUND(S), NUMBER JST. JOIST CORRECT THE DISCREPANCY IN WRITING. ANY WORK COMPLETED AFTER DISCOVERY OF PORCHES, OR SIMILAR PERMANENT BUILDING APPURTENANCES THAT ARE EXPOSED TO S1.2 SHEARWALL SCHEDULE AND DETAILS 08/18/21 EQUAL(S) JT. JOINT THE DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. REFER TO 02260: EXCAVATION SUPPORT AND PROTECTION THE WEATHER WITHOUT ADEQUATE PROTECTION FROM A ROOF, EAVE, OVERHANG OR S1.3 HOLDOWN SCHEDULE AND DETAILS 08/18/21 / PER ARCHITECTURAL PLANS FOR OPENINGS, ARCHITECTURAL TREATMENTS, AND DIMENSIONS EXCAVATION FOR FOUNDATIONS SHALL BE PER PLAN DOWN TO UNDISTURBED NATIVE OTHER COVERING TO PREVENT MOISTURE OR WATER ACCUMULATION AT THE SURFACE OR K KIPS(1000) NOT SHOWN. CONSULT MECHANICAL PLANS FOR DUCTS AND PIPES ETC. NOT SHOWN. MATERIAL PER THE GEOTECHNICAL ENGINEERING RECOMMENDATIONS. OVER -EXCAVATED AT JOINTS BETWEEN MEMBERS. A.B. ANCHOR BOLT AREAS SHALL BE BACKFILLED WITH LEAN CONCRETE OR PER GEOTECHNICAL S6.0 TYPICAL FOUNDATION DETAILS 08/18/21 ABV. ABOVE LAT. LATERAL THE CONTRACTOR SHALL PROVIDE BRACING AND SUPPORT REQUIRED FOR TEMPORARY RECOMMENDATIONS AT THE CONTRACTOR'S EXPENSE. ALL WOOD INSTALLED ABOVE GROUND AND RESTING ON AN EXTERIOR CONCRETE OR ADD. ADDITIONAL LB. POUND(S) CONSTRUCTION LOADS AND FOR STRUCTURAL COMPONENTS AS REQUIRED DURING MASONRY FOUNDATION WALL LESS THAN 8 INCHES FROM EXPOSED EARTH. S7.0 WSW PANEL DETAILS 08/18/21 ADJ. ADJACENT L.B. LAG BOLT(S) ERECTION. BACKFILL BEHIND WALLS SHALL NOT BE PLACED UNTIL THE WALLS ARE EXCAVATION SLOPES SHALL BE SAFE AND SHALL NOT BE GREATER THAN THE LIMITS S7.1 WSW PANEL DETAILS 08/18/21 ALUM. ALUMINUM LG. LONG(ITUDINAL) PROPERLY SUPPORTED. SPECIFIED BY LOCAL, STATE, AND NATIONAL SAFETY REGULATIONS. POSTS OR COLUMNS SUPPORTING PERMANENT STRUCTURES AND SUPPORTED BY A S7.2 WSW PANEL DETAILS 08/18/21 ALT. ALTERNATE LGTH. LENGTH CONCRETE SLAB OR FOOTING THAT IS IN DIRECT CONTACT WITH THE EARTH. EXCEPT; APPRX. APPROXIMATE(LY) LGMF LIGHT GAUGE METAL FRAMING THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK. THE INSTALLATION OF CONSTRUCTION SHORING, IF REQUIRED, SHALL BE PER THE SHORING S9.0 TYPICAL FLOOR FRAMING DETAILS 08/18/21 ARCH. ARCHITECT(URAL) LLH LONG LEG HORIZONTAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE EXCAVATION, DRAWINGS, NOTES, AND SPECIFICATIONS. 1. IF LOCATED IN BASEMENTS ON A CONCRETE PIER OR METAL PEDESTAL 1 INCH S9.1 TRUSS FLOOR FRAMING DETAILS 08/18/21 ASSY ASSEMBLY LLV LONG LEG VERTICAL SHORING, AND OTHER WORK WITH ALL UTILITIES AND ADJACENT PROPERTIES. CALL THE ABOVE THE SLAB AND SEPARATED THEREFROM BY AN IMPERVIOUS MOISTURE B. BOTTOM LSH LONG SLOTTED HOLE(S) UTILITY LOCATE SERVICE PRIOR TO ANY WORK AT 1-800-424-5555. 02300: BACKFILL AND COMPACTION BARRIER. BACKFILL SHALL NOT BE PLACED UNTIL THE REMOVAL OF FORMWORK AND OF ANY BEL. BELOW LT. WT. L.W. LIGHT WEIGHT LIGHT WEIGHT 1100: CODE REQUIREMENTS DEBRIS. BACKFILL BEHIND ALL WALLS SHALL NOT BE PLACED UNTIL THE WALLS ARE 2. IF IN AN ENCLOSED CRAWL SPACE OR AN UNEXCAVATED AREA WITHIN THE BEN BOUNDARY EDGE NAILING ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2018 INTERNATIONAL BUILDING PROPERLY SUPPORTED. ALL BACKFILL MATERIAL AND PLACEMENT PROCEDURES SHALL BE BUILDING PERIPHERY AND SUPPORTED BY A CONCRETE PIER OR PEDESTAL MORE B.F. BRACED FRAME MAS. MASONRY (IBC) CODE IBC AS ADOPTED BY ANACORTES, WASHINGTON. CONSISTENT WITH THE GEOTECHNICAL ENGINEERING RECOMMENDATIONS. THAN 8 INCHES FROM EXPOSED GROUND AND SEPARATED THEREFROM BY AN 06104: SHRINKAGE OF WOOD FRAMING BLDG. BLK. BUILDING BLOCK MASN. MASONRY IMPERVIOUS MOISTURE BARRIER. SHRINKAGE IN WOOD FRAMING IS DUE TO LOSS OF MOISTURE CONTENT AND TO BLKG. BLOCKING MAT. MATERIAL 02832: SEGMENTAL RETAINING WALLS COMPRESSION OF ASSEMBLIES OF WOOD COMPONENTS. PLUMBING, ELECTRICAL, AND BLW. BELOW MAX. MAXIMUM 1200: DESIGN LOADS SEGMENTAL RETAINING WALLS AND MECHANICALLY STABILIZED EARTH (MSE) RETAINING 3. SLEEPERS AND SILLS ON A CONCRETE SLAB ON GRADE THAT DOES NOT HAVE AN MECHANICAL SYSTEMS AS WELL AS EXTERIOR FINISHES SHALL BE DESIGNED AND BUILT BM. BEAM M.B. MACHINE BOLT LIVE LOADS WALLS SHALL BE DESIGNED BY OTHERS. IMPERVIOUS MOISTURE BARRIER SEPARATION WITH EXPOSED EARTH. TO ACCOMMODATE 1/4 INCH PER FLOOR WOOD SHRINKAGE. THE USE OF KILN DRIED BMU BRICK MASONRY UNIT M BM METAL BUILDING MANUFACTURER DECKS 60 PSF LUMBER AND PROVIDING A DRYING PROCESS TO THE FRAMING MEMBERS PRIOR TO BN BOUNDARY NAILING MBM MECHANICAL ROOF (SNOW) 25 PSF 3000: CONCRETE 4. LEDGERS AND FURRING ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR APPLICATION OF FINISHES WILL HELP CONTROL BUT WILL NOT ELIMINATE SHRINKAGE. BNDRY. BOUNDARY M.E.J. MASONRY EXPANSION JOINT FLOORS RESIDENTIAL 40 PSF (RESIDENTIAL) CONCRETE CONSTRUCTION SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE CONCRETE OR MASONRY WALLS BELOW GRADE. B.O. BOTTOM OF MEZZ. MEZZANINE STANDARD ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE". PRESERVATIVE TREATMENT PER AMERICAN WOOD PRESERVERS' ASSOCIATION B.O.E. BOTTOM OF EXCAVATION MFR. MANUFACTURER SNOW LOAD DESIGN DATA: SHALL BE 06160: STRUCTURAL PANELS (IBC 2307.1) B.O.F. BOTTOM OF FOOTING MIN. MINIMUM Pg = 20 PSF, Pf = 14 PSF, Ce = 1.0, Is = 1.0, Ct = 1.0, CEMENT AND CONCRETE SHALL CONFORM TO IBC SECTION 1903. ADMIXTURES SHALL BE (AWPA) SPECIFICATION C2 AND C9 OR APPLICABLE STANDARDS. STRUCTURAL PANELS SHALL HAVE APA GRADE TRADEMARK OF THE AMERICAN PLYWOOD BRDG. BRIDGE(ING) MISC. MISCELLANEOUS APPROVED BY THE ENGINEER OF RECORD AND SHALL COMPLY WITH ACI 318 SECTION 3.6. ASSOCIATION. STRUCTURAL WOOD PANELS SHALL BE C-D INT APA WITH EXTERIOR GLUE BRG. BEARING M.O. MASONRY OPENING WIND DESIGN DATA: CONCRETE EXPOSED TO FREEZING AND THAWING SHALL HAVE AN AIR ENTRAINING ALL FASTENERS (NAILS, BOLTS, ANCHOR BOLTS, PLATES, HANGERS, ETC.) IN CONTACT (CDX). ORIENTED STRAND BOARD (OSB) PANELS SHALL BE EXPOSURE 1. PANELS SHALL BTM. BOTTOM MTL. METAL BASIC WIND SPEED: 110 MPH (ULT.) ADMIXTURE CONFORMING TO IBC SECTION 1904.2. THE USE OF WATER SOLUBLE CHLORIDE WITH TREATED LUMBER SHALL BE CORROSION RESISTANT G-185 HOT DIPPED GALVANIZED HAVE THE FOLLOWING THICKNESS, SPAN RATING, AND FASTENING UNLESS NOTED OTHERWISE BTWN. BETWEEN WIND IMPORTANCE FACTOR: Iw = 1.0 ION SHALL NOT BE USED. PER ASTM A153 OR STAINLESS STEEL. PER PLAN: WIND EXPOSURE: EXPOSURE B EDGE FIELD C CAMBER N/A NOW APPLICABLE TOPOGRAPHICAL FACTOR: Kzt = 1.00 THE CONTRACTOR SHALL SUBMIT MIX DESIGNS TO ENGINEER OF RECORD FOR APPROVAL NAILS NAILS CAMB. CAMBERED) N.L.B. NON -LOAD BEARING INTERNAL PRESSURE COEFFICIENT: GCpi = +/- 0.18 FOUR WEEKS PRIOR TO PLACING CONCRETE. MIX DESIGNS SHALL BE REVIEWED FOR 06100: ROUGH FRAMING (IBC 2303.1.1) ROOF: 7/16" 40/20 C-D APA CDX T&G 8d AT 6" 8d AT 12" CANT. CANTILEVERED) NO. NUMBER COMPONENT/CLADDING WIND PRESSURE: P(C) = 25 PSF CONFORMANCE TO IBC SECTIONS 1904 AND 1905. SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU (WCLIB) FLOOR: 3/4" APA RATED STURD-I-FLOOR OSB 40/20 T&G10d AT 6" 10d AT 12" CF C.I.P. CUBIC FOOT CAST IN PLACE N.S. N.T.S. NEAR SIDE NOT TO SCALE EARTHQUAKE DESIGN DATA: CONCRETE MIX DESIGNS SHALL MEET THE FOLLOWING REQUIREMENTS: "GRADING AND DRESSING RULES" N0. 17 LATEST EDITION. SAWN LUMBER SHALL BE S4S BLOCKED FLOOR: 3/4" APA RATED STURD-I-FLOOR OSB 40/20 T&G 10d ®4" 10d ®12" C.J. CONSTRUCTION JOINT N.W.C.NORMAL WEIGHT CONCRETE SEISMIC IMPORTANCE FACTOR: le = 1.0 AND SURFACED DRIED 19 PERCENT MAXIMUM MOISTURE CONTENT. PROTECT LUMBER FROM WEATHER AND PROVIDE FURTHER DRYING OF ASSEMBLED FRAMING TO MINIMIZE SHEARWALL: 7 /16C-D W/ " EXTERIOR GLUE SEE SCHEDULE SHEET S1.2 CL CENTER LINE SPECTRAL RESPONSE ACCELERATIONS: Ss = 1.14 S1 = 0.40 28 DAY MAX. MAX. AIR SPECIAL LOCATION WOOD SHRINKAGE POTENTIAL. ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT WITH CLG. CEILING O.C. ON CENTER SITE CLASS: SITE CLASS D STRENGTH W/C SLUMP ENTRAINMENT INSPECTION AND CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED U.N.O. PER PLAN. LUMBER ALL ROOF AND FLOOR SHEATHING PANELS SHALL BE INSTALLED FACE GRAIN PERPENDICULAR CLR. CLEAR O.D. OUTSIDE DIAMETER SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.792 SD1 = 0.510 f'c (PSI) RATIO (INCHES) (PERCENT) REQUIRED APPLICATION SPECIES, GRADE, AND PROPERTIES FOR EACH USE LOCATION SHALL BE AS FOLLOWS TO SUPPORTS AND IN A STAGGERED PATTERN UNLESS NOTED OTHERWISE PER PLAN. CMU CONCRETE MASONRY UNIT O.F. OUTSIDE FACE SEISMIC DESIGN CATEGORY: SDC = D U.N.O. PER PLAN/SCHEDULE: BLOCKING AT INTERMEDIATE FLOOR AND ROOF SHEATHING JOINTS SHALL NOT BE REQUIRED COL. COLUMN O.H. OPPOSITE HAND BASIC FORCE RESISTING SYSTEM: BEARING WALL SYSTEM 3000 0.45 4±1 0±1 YES FOOTINGS UNLESS NOTED OTHERWISE PER PLAN. SHEARWALL SHEATHING SHALL BE BLOCKED AT ALL CONC. CONCRETE OPNG. OPENING DESIGN BASE SHEAR: Cs = 0.122 W 3000 0.45 4±1 5±1 YES FOUNDATION WALLS Fb Fv Fcp E EDGES WITH 2X OR 3X FRAMING PER SHEARWALL SCHEDULE SHEET S1.2. CONN. CONNECTION OPP. OPPOSITE RESPONSE MODIFICATION FACTOR: R = 6.5 (LIGHT FRAME WALLS) 3000 0.45 4±1 5±1 YES SLAB ON GRADE, PATIOS USE/LOCATION SPECIES GRADE (PSI) (PSI) (PSI) (PSI) (PSI) (P CONST. CONSTRUCTION ORNT. ORIENTATE(ION) ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE 3000 0.45 4±1 5±1 YES CURBS, WALKS, DRIVEWAYS WALL STUDS/BLOCKING 06176: METAL -PLATE -CONNECTED WOOD TRUSSES (IBC 2303.4) CONT. CONTINUOUS OSB ORIENTED STRAND BOARD 2500 0.45 5±1 0±1 YES ALL OTHER CONCRETE 2X, 3X HEM -FIR STUD 675 150 405 800 1.2E6 PREMANUFACTURED METAL -PLATE -CONNECTED WOOD TRUSSES SHALL BE MANUFACTURER CTSK. COUNTERSINK O.W.J. OPEN WEB JOIST 1300: GEOTECHNICAL INFORMATION 4" WIDE DESIGNED AND SHALL COMPLY WITH THE TRUSS PLATE INSTITUTE (ANSI/TPI 1-2014, CTR. CENTERED) O.W.T. OPEN WEB TRUSS ALL FOUNDATIONS SHALL BE FOUNDED ON COMPETENT NATIVE MATERIAL OR BY OTHER ONE COMPRESSION TEST MINIMUM SHALL BE COMPILED FOR EVERY 150 CUBIC YARDS OR NATIONAL DESIGN STANDARD FOR METAL -PLATE -CONNECTED WOOD TRUSS CONSTRUCTION) CVR COVER VERTICAL REINF. MEANS AS DEFINED BY THE GEOTECHNICAL ENGINEER. CONVENTIONAL FOUNDATIONS 5000 SQUARE FEET OF SURFACE AREA FOR EACH MIX DESIGN PLACED EACH DAY. A 2X, 3X HEM -FIR NO. 2 850 150 405 1300 1.3E6 AND IBC SECTION 2303.4. SHOP DRAWINGS. PLACEMENT DIAGRAM AND CALCULATIONS CY CUBIC YARD PAF POWDER ACTUATED FASTENER HAVE BEEN DESIGNED WITH THE FOLLOWING PARAMETERS (TO BE FIELD VERIFIED): TEST SHALL BE THE AVERAGE STRENGTH OF TWO CYLINDERS MADE FROM THE SAME 6" & WIDER SHALL BE SUBMITTED PER THE REQUIREMENTS OF SECTION 01330. DESIGN FOR THE SPANS PAR. PARALLEL SAMPLE AND TESTED AT THE SPECIFIED AGE. ADDITIONAL CYLINDERS MAY BE MADE FOR AND CONDITIONS SHOWN ON THE PLANS, LOADS PER SECTION 01200, AND THE FOLLOWING: d PENNY(NAILS) P/C PRECAST ALLOWABLE BEARING PRESSURE 1500 PSF INFORMATION REGARDING POST TENSIONING, FORM REMOVAL, STRENGTH DEVELOPMENT, OR WALL PLATES ROOF DB DROPPED BEAM PEN PANEL EDGE NAIL ACTIVE EARTH PRESSURE (YIELDING) 35 PCF OTHER PURPOSES. CONCRETE SHALL BE ACCEPTABLE IF: 2X4, 3X4 HEM -FIR STUD 675 150 405 800 1.2E6 TOP CHORD LIVE LOAD SEE SECTION 01200 DBA DEFORMED BAR ANCHORS PERP. PERPENDICULAR ACTIVE EARTH PRESSURE AT -REST 55 PCF ( ) 1. NO TEST FALLS 500 PSI BELOW THE SPECIFIED STRENGTH TOP CHORD DEAD LOAD 10 PSF DBE. DOUBLE PL. PLATE PASSIVE EARTH PRESSURE PCF 2. THE AVERAGE OF ALL SETS OF 3 CONSECUTIVE TESTS DOES NOT FALL TOP CHORD DRAG LOAD SEE PLAN DCW DEMAND CRITICAL WELD PL PROPERTY LINE 0.3 COEFFICIENT OF FRICTION 0.30 (ULTIMATE) BELOW THE SPECIFIED STRENGTH. 2X6 3X6 HEM -FIR NO. 2 850 150 405 1300 1.3E6 TOP CHORD NET WIND UPLIFT 7 PSF NET (NET) DEPT. DEPARTMENT PLN PLAN CONCRETE NOT MEETING THE ABOVE CRITERIA SHALL BE SUBJECT TO FURTHER TESTING BOTTOM CHORD DEAD LOAD 7 PSF DETAIL PLMBG. PLUMBING SITE CLASS D AT NO ADDITIONAL EXPENSE TO THE OWNER. JOISTS HVAC SEE MECHANICAL DFT DOUGLAS FIR PLYWD. PLYWOOD SEISMIC SURCHARGE 7H YIELDING (YIELDING) 2X, 3X HEM -FIR NO. 2 850 150 405 1300 1.3E6 LIVE LOAD DEFLECTION L/360 DIA. DIAMETER PSF POUNDS PER SQUARE FOOT SEISMIC SURCHARGE 14H (AT REST) RESHORING, WHERE REQUIRED, SHALL CONFORM TO ACI 301 SECTION 4.6. SUBMIT DIAG. DIAGONAL PSI POUNDS PER SQUARE INCH FROST DEPTH 18" PROPOSED RESHORING PLANS TO THE ENGINEER OF RECORD FOR REVIEW. DIAPH. DIAPHRAGM P.T. PRESERVATIVE TREATED LEDGERS 06185: STRUCTURAL GLUED LAMINATED TIMBER (IBC 2303.1.3) DIM. DIMENSION PT POST TENSIONED) ALL FOUNDATION INSTALLATIONS SHALL BE SUBJECT TO APPROVAL OF THE LOCAL CHAMFER ALL EXPOSED CORNERS PER THE ARCHITECTURAL PLANS OR 3/4 INCH IF NOT 2X, 3X DF-L NO. 2 900 180 625 1350 1.6E6 GLUED -LAMINATED MEMBERS SHALL HAVE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION DN. DOWN BUILDING INSPECTOR AND A GEOTECHNICAL ENGINEER PRIOR TO REINFORCING AND SPECIFIED BY THE ARCHITECT. 4X DF-L NO. 1 1000 180 625 1500 1.7E6 (AITC) IDENTIFICATION MARK. EXPOSED MEMBERS SHALL RECEIVE ONE COAT OF END D.O. DITTO(REPEAT) QTY. QUANTITY CONCRETE PLACEMENT. SEALER APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR FIELD. SHOP DP. DEEP BEAMS AND POSTSRAD. DRAWINGS SHALL BE SUBMITTED PER THE REQUIREMENTS OF SECTION 01330. DESIGN DS DOWNSPOUT R. RADIUS MATERIAL PROPERTIES SHALL BE AS FOLLOWS: DWG. DRAWING(S) RADIUS 4X DF-L NO. 2 900 180 625 1350 1.6E6 DWL. DOWEL(S) RE: REFERENCE 01330 SUBMITTALS 3100: REINFORCING STEEL 6X DF-L NO. 1 1200 170 625 1000 1.6E6 USE COMBINATION SYMBOL SPECIES CAMBER REF. REFERENCE THE CONTRACTOR SHALL PROVIDE THE FOLLOWING SUBMITTALS TO THE ARCHITECT AND REINFORCING STEEL DETAILING, FABRICATION, AND PLACEMENT SHALL BE PER ACI 318. DF-L = DOUGLAS FIR -LARCH SIMPLE SPAN BEAM 24F-V4 DF/DF STANDARD (E) EXISTING REINF. REINFORCEMENT(ING) ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO CONCRETE PLACEMENT OR REINFORCING STEEL SHALL MEET THE FOLLOWING REQUIREMENTS: CONTINUOUS BEAM 24F-V8 DF/DF ZERO EA. EACH REQ. REQUIRED FABRICATION. CANTILEVER BEAM 24F-V8 DF/DF ZERO E.E. EACH END R.F. RIGID FRAME DEFERRED SUBMITTALS IBC 1703.4.1 ( )) ASTM A-615 DEFORMED BARS GRADE 40 f -40 KSI FOR 3 BARS ONLY (� ) # 06102: FRAMING NOTES EACH FACE R.O. R.S. ROUGH OPENING ROUGH SAWN DEFERRED SUBMITTALS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL TO ASTM A-615 DEFORMED BARS GRADE 60 f -60 KSI FOR 4 BARS AND LARGER (� ) # FRAMING CONNECTORS ACCESSORIES AND FASTENERS AS NOTED IN THE PLANS AND DETAILS SHALL BE AS MANUFACTURED BY SIMPSON STRONG -TIE. EQUIVALENT HARDWARE UNEXPOSED GLUED LAMINATED T1MBER SHALL BE INDUSTRIAL GRADE. TYPICAL, UNLESS GLUED -LAMINATED E.J. EXPANSION JOINT THE REGISTERED DESIGN PROFESSIONAL FOR THE FOLLOWING: ASTM A-706 DEFORMED BARS GRADE 60 f -60 KSI FOR ALL WELDABLE BARS (� ) MAY BE USED WITH PRIOR APPROVAL BY ENGINEER OF RECORD. INSTALL ALL HARDWARE NOTED OTHERWISE. EXPOSED GLUED LAMINATED TIMBER SHALL BE APPEARANCE CLASS EL. ELEVATION SCH. SCHEDULE ASTM A-185 SMOOTH BAR (fy=60 KSI) FOR WELDED WIRE FABRIC PER MANUFACTURERS' SPECIFICATIONS. WHERE STRAPS CONNECT TWO MEMBERS PER ARCHITECT. ELEV. EMBD. ELEVATOR EMBEDMENT) SCL STRUCTURAL COMPOSITE WOOD 1. METAL -PLATE -CONNECTED WOOD TRUSSES. SHOP DRAWINGS, PLACEMENT REINFORCING FOR SLABS ON GRADE SHALL BE 6X6 W1.4XW1.4 WELDED WIRE FABRIC OR TOGETHER, PLACE HALF OF THE REQUIRED FASTENERS INTO EACH MEMBER. PROVIDE SCHED. SCHEDULE DIAGRAMS & CALCULATIONS SHALL BEAR THE SEAL AND SIGNATURE OF A SOLID BLOCKING AT ALL BEARING POINTS. SEE SECTION 06071 FOR FASTENER 06190: STRUCTURAL COMPOSITE LUMBER (IBC 2303.1.10) EN ENG. EDGE NAIL ENGINEER SHT. SHEET LICENSED WASHINGTON STATE STRUCTURAL ENGINEER. FIBER MESH UNLESS NOTED OTHERWISE. PROVIDE LAP SPLICES PER THE LAP SPLICE SCHEDULE ON SHEET S6.0. REINFORCING STEEL AT ALL WALLS, SLABS, AND FOOTINGS REQUIREMENTS AT TREATED LUMBER. TYPICAL NAILING NOT SHOWN PER PLAN, DETAIL, OR MANUFACTURED ENGINEERED WOOD BEAMS SHALL BE THE SIZE AND TYPE SHOWN ON / EQ. EQUAL SIM. S.J. SIMILAR SHRINKAGE CONTROL JOINT THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE FABRICATED OR INSTALLED SHALL BE CONTINUOUS AROUND CORNERS ELSE CORNER BARS SHALL BE PROVIDED. SCHEDULE SHALL CONFORM TO FASTENING SCHEDULE PER IBC TABLE 2304.10.1 OR TO THE FASTENING SCHEDULE ON SHEET 4/S1.1. THE DRAWINGS AS MANUFACTURED BY iLEVEL BY WEYERHAUSER OR APPROVED EQUAL. EQPT. EQUIPMENT S.O. SKEWED) UNTIL DESIGN & SUBMITTALS DOCUMENTS HAVE BEEN APPROVED BY THE STORAGE, ERECTION, AND INSTALLATION SHALL BE PER MANUFACTURER SPECIFICATIONS. E.W. EXP. EACH WAY EXPANSION S.O.G. SLAB ON GRADE BUILDING OFFICIAL. COVER REQUIREMENTS SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: NAILS SHALL BE COMMON UNLESS NOTED OTHERWISE COMMON NAIL DIMENSIONS ARE AS MICROLAM, 1MBERSTRAND AND PARALLAM MEMBERS SHALL NOT HAVE NOTCHES OR DRILLED HOLES WITHOUT PRIOR ENGINEER OF RECORD APPROVAL. SHOP DRAWINGS SHALL EXST. EXISTING SPC. SPACE(S) (ING) SHOP DRAWINGS CONCRETE CAST AGAINST EARTH FOLLOWS: BE SUBMITTED PER THE REQUIREMENTS OF SECTION 01330. DESIGN MATERIAL PROPERTIES EXT. EXTERIOR SPEC. SPECIFICATION(S) SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER OF ALL BAR SIZES .............. 3 " NAIL SIZE DIAMETER LENGTH SHALL BE AS FOLLOWS: SQ. SQUARE RECORD FOR APPROVAL PRIOR TO FABRICAT1ON. IF SHOP DRAWINGS DIFFER FORMED SURFACE EXPOSED TO EARTH OR WEATHER 8d 0.131" 2.5" FAB. FABRICATION STD. STANDARD FROM THE APPROVED DESIGN DRAWINGS NEW DESIGN DRAWINGS BEARING THE #6 AND LARGER ........ 2 " MEMBER E PSI Fb P (PSI) (PSI) (PSI) Fcp (PSI) Fv P FB FLUSH BEAM STGR. STAGGER SEAL AND SIGNATURE OF A LICENSED WASHINGTON STATE STRUCTURAL „ #5 AND SMALLER 1 1/2 10d 0.148 2.25 (PLYWOOD) LVL = MICROLAM 1.9E6 2600 750 285 FDN. FOUNDATION STIFF. STIFFENER(S) ENGINEER SHALL BE SUBMITTED ALONG WITH THE SHOP DRAWINGS TO THE EARTH OR WEATHER CONCRETE NOT EXPOSED TO EARTH OR WEATHER 10d 0.148" 3.0" PSL = PARALLAM 2.OE6 2900 750 290 F.F. FINISH FLOOR STIR. STIRRUPS () APPROPRIATE JURISDICTION FOR APPROVAL PRIOR TO FABRICATION. WALLS AND JOISTS 12d 0.148" 3.25" LSL = 1.75" 1MBERSTRAND 1.55E6 2325 800 310 FIN. FINISHED) STL. STEEL SHOP DRAWINGS ARE REQUIRED FOR: #14 AND #18 BARS . . . . . . . . . . 1 1/2 " 16d 0.162" 3.5" LSL RIM = 1.5" TIMBERSTRAND RIM BOARD FLG. FLANGE STRUC. STRUCTURAL #11 BARS AND SMALLER 3/4" ICC ES ESR 1387 FLR. FLOOR STRUCT. STRUCTURAL 1. CONTRACTOR STATEMENT OF RESPONSIBILITY ......... SLABS AND JOISTS UNLESS NOTED OTHERWISE PER SHEARWALL SCHEDULE OR PLANS, ANCHOR BOLTS AT FN FIELD (FACE) NAIL SUSP. SUSPENDED(TION) 2. CONCRETE MIX DESIGN „ #14 AND #18 BARS 1 1/2 SILL PLATES SHALL BE 5/8 INCH DIAMETER WITH 7 INCHES MINIMUM EMBEDMENT INTO 06195 PREFABRICATED WOOD I -JOISTS IBC 2303.1.2 ( ) F.O. FINISHED OPENING SYMM. SYMMETRICAL 3. CONCRETE REINFORCEMENT .......... #11 BARS AND SMALLER 1" CONCRETE AND SHALL BE SPACED NOT MORE THAN 4 FEET APART. THERE SHALL BE A PREFABRICATED WOOD I -JOISTS SHALL BE THE SIZE AND TYPE SHOWN ON THE DRAWINGS F.O.C. FACE OF CONCRETE 4. STRUCTURAL GLUED -LAMINATED BEAMS ........ BEAMS COLUMNS MINIMUM OF TWO BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12 AS MANUFACTURED BY iLEVEL, BY WEYERHAEUSER ICC ES ESR-1153 AND 1387, OR F.O.M. FACE OF MASONRY T. TOP 5. STRUCTURAL COMPOSITE BEAMS (SCL) PRIMARY REINFORCEMENT 1 1/2 INCHES NOR LESS THAN 4.5 INCHES FROM EACH END OF THE PIECE. A GALVANIZED APPROVED EQUAL. STORAGE, ERECTION, AND INSTALLATION SHALL BE PER F.O.S. FACE OF STUD T.&B. TOP AND BOTTOM 6. METAL -PLATE -CONNECTED WOOD TRUSSES 3"X3"X1/4" PLATE WASHER SHALL BE PROVIDED FOR ALL ANCHOR BOLTS (COUNTERSUNK MANUFACTURER SPECIFICATIONS. JOIST FLANGES SHALL NOT BE CUT. DRILLED HOLES IN F.O.W. FACE OF WALL TEMP. TEMPORARY TIES, STIRRUPS, AND SPIRALS .... 1 1/2" PLATE WASHERS SHALL NOT BE ALLOWED). WEB SHALL BE PER MANUFACTURER REQUIREMENTS. SHOP DRAWINGS SHALL BE FRMG. FRAME(ING) T.&G. TONGUE AND GROOVE 1400: SPECIAL INSPECTIONS SUBMITTED PER THE REQUIREMENTS OF SECTION 01330. DESIGN LOADING AND DEFLECTION F.S. FAR SIDE THK. THICK(NESS) THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL INSPECTIONS REQUIRED REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN PLACE CRITERIA SHALL BE AS FOLLOWS: FSD FORMED STEEL DECK THRD. THREADED BY THE LOCAL BUILDING DEPARTMENT. IN ADDITION TO INSPECTIONS REQUIRED BY THE PRIOR TO CONCRETE PLACEMENT. REINFORCING STEEL SHALL NOT BE FIELD BENT EXCEPT 06103: JOIST AND BEAM HANGERS FT. FEET(FOOT) TN TOE NAIL LOCAL BUILDING DEPARTMENT, THE OWNER OR A REGISTERED DESIGN PROFESSIONAL IN AS NOTED IN THE DESIGN DRAWINGS. WELDING OF REINFORCING STEEL SHALL NOT BE JOIST AND BEAM HANGERS AS NOTED IN THE PLANS SHALL BE AS MANUFACTURED BY TOP CHORD LIVE LOAD SEE LIVE LOADS IN SECTION 01200 FRTW FIRE RETARDANT TREATED WOOD T.O.S. TOP OF SHEATHING(SLAB) RESPONSIBLE CHARGE ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE PERMITTED WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD EXCEPT AS NOTED SIMPSON STRONG -TIE. EQUIVALENT HARDWARE MAY BE USED WITH PRIOR APPROVAL BY TOP CHORD DEAD LOAD 12 PSF FTG. FOOTING T.O.W. TOP OF WALL SPECIAL INSPECTORS TO PROVIDE INSPECTIONS FOR ITEMS NOTED IN IBC SECTION 1704 ON THE DESIGN DRAWINGS. ENGINEER OF RECORD. JOIST AND BEAM HANGERS SHALL BE INSTALLED PER BOTTOM CHORD DEAD LOAD 6 PSF TRANSV. TRANSVERSE WHICH ARE SUMMARIZED IN THE SPECIAL INSPECTION SCHEDULE ON SHEET S1.1. MANUFACTURERS' SPECIFICATIONS AND SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE MECHANICAL LOADS SEE MECHANICAL PLANS GA. GAUGE T.O.S.. TOP OF STEEL PER PLANS OR DETAILS: LIVE LOAD DEFLECTION L/480 GALV. GALVANIZE(D) TYP. TYPICAL THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON EMPLOYED BY AN APPROVED 03201: CONCRETE WALL REINFORCING 06196 STRONG -WALL WOOD SHEARWALL PANELS (ICC-ES ESR-2652) GB. GRADE BEAM AGENCY. THE SPECIAL INSPECTOR SHALL KEEP RECORDS OF INSPECTIONS AND FURNISH PLACE TWO HORIZONTAL #5 BARS AT EACH FLOOR LEVEL OR TOP OF WALL ELEVATION. MEMBER SIZE HANGER PREFABRICATED WOOD SHEARWALL PANELS SHALL BE THE SIZE AND TYPE SHOWN ON GLB GLUE LAMINATED BEAM U.N.O. UNLESS NOTED OTHERWISE THEM TO THE BUILDING OFFICIAL AND THE ENGINEER OF RECORD ON A REGULAR BASIS. PROVIDE CORNER BARS TO MATCH HORIZONTAL REINFORCEMENT AT EACH WALL CORNER „„ SAWN LUMBER U SERIES TO MATCH LUMBER SIZE THE DRAWINGS AND MANUFACTURED BY SIMPSON, BY ICC ES ESR 2652, OR APPROVED GRD. GRADE U/S UNDERSIDE A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND THE CORRECTION OF AND INTERSECTION. PROVIDE TWO VERTICAL 5 BARS AT EACH WALL CORNER AND # 3.125 WIDE GLULAM BEAM GLT3 EQUAL. INSTALL PRODUCTS ACCORDING TO THE MANUFACTURER SPECIFICATION GUIDE. GWB GYPSUM WALLBOARD ANY DISCREPANCIES SHALL BE PROVIDED PRIOR TO COMPLETION OF BUILDING FINISHES. INTERSECTION. AT ALL WALL OPENINGS PROVIDE TWO 5 BARS OVER UNDER AND AT # 5.125 WIDE GLULAM BEAM GLT5 ANCHOR KIT IS REQUIRED FOR ALL INSTALLATIONS. 7/8" DIAMETER ASTM A449 OR ASTM GYP. GYPCRETE V. VERTICAL WHERE FABRICATION OF STRUCTURAL COMPONENTS AND ASSEMBLES IS BEING PERFORMED THE SIDES OF THE OPENINGS. EXTEND THE HORIZONTAL BARS THE LAP SPLICE DISTANCE 6.75" WIDE GLULAM BEAM GLT7 A193-B7 THREADED ROD FOR ANCHORAGE. FOR SHIMMING AND FURRING REQUIREMENTS VERT. VERTICAL ON THE PREMISES OF A FABRICATOR'S SHOP SPECIAL INSPECTION OF THE FABRICATED PAST THE OPENING OR EXTEND AS FAR AS POSSIBLE AND HOOK. PROVIDE ONE #5 BAR WIDE HGLT9 SEE MFG. DETAILS. SEE 1.4 FOR TYPICAL DETAILS. H. HORIZONTAL VIF VERIFY IN FIELD ITEMS SHALL BE REQUIRED EXCEPT WHERE THE FABRICATOR IS REGISTERED AND BY 4'-0" LONG DIAGONALLY AT EACH CORNER OF THE WALL OPENING. WALLS SHALL BE 8.75" GLULAM BEAM HD HOEDOWN APPROVED TO DO SUCH WORK WITHOUT SPECIAL INSPECTION IN ACCORDANCE WITH IBC REINFORCED PER THE PLANS AND DETAILS OR IF NOT SHOWN SHALL BE AS FOLLOWS: MANUFACTURED WOOD "I" JOIST "IUS" SERIES TO MATCH "I" JOIST SIZE H.D.G. HOT DIPPED GALVANIZED W. WIDE(WIDTH) SECTION 1704.2.5.1. PERIODIC INSPECTION ALLOWS INSPECTION AT INTERVALS 1.75" WIDE PSL OR LVL BEAM "LBV" SERIES TO MATCH DEPTH HDR. HEADER W/ WITH NECESSARY TO CONFIRM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WALL THICKNESS HORIZONTAL BARS VERTICAL BARS BAR LOCATION 2.69" WIDE PSL BEAM "LBV"SERIES TO MATCH DEPTH HGR. HANGER W/O WITHOUT WITH THE REQUIREMENTS. CONTINUOUS SPECIAL INSPECTION REQUIRES THAT THE 6 #4 AT 14 O.C. #5 AT 18 O.C. WALL CENTERLINE 3.5 WIDE PSL OR LVL BEAM GLTV��SERIES TO MATCH DEPTH HORZ. HORIZONTAL WD. WOOD INSPECTOR BE ONSITE AT ALL TIMES THAT WORK REQUIRING SPECIAL INSPECTION IS 8" #4 AT 10" O.C. #5 AT 16" O.C. WALL CENTERLINE 5.25" WIDE PSL OR LVL BEAM "GLTV" SERIES TO MATCH DEPTH HORIZ. HORIZONTAL W.H.S. WELDED HEADED STUDS PERFORMED. 7" WIDE PSL BEAM "HGLTV" SERIES TO MATCH DEPTH HR HEADER W.P. WORK POINT H.S.B. HIGH STRENGTH BOLT W.S. WELDED STUD 01401 STRUCTURAL OBSERVATIONS (IBC 1709) POST CAPS SHALL BE SIMPSON CCQ. USE ECCQ AT END OF BEAM CONDITION. HT. HEIGHT WT. WEIGHT STRUCTURAL OBSERVATION SHALL NOT BE REQUIRED. 03930: CONCRETE REHABILITATION W.W.F. WELDED WIRE FABRIC CONTRACTOR SHALL MAKE AN ALLOWANCE TO PROVIDE FOR CONCRETE REHABILITATION I.D. INSIDE DIAMETER 01402 CONTRACTORS RESPONSIBILITY (IBC 1706) INCLUDING, BUT NOT LIMITED TO, CONCRETE SACKING, PATCHING, REPAIR, SEALING, AND I.E. INVERT ELEVATION X-STG EXTRA STRONG EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A SEISMIC -RESISTING CRACK INJECTION. I.F. INSIDE FACE XX-STG DOUBLE EXTRA STRONG COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS (SECTION 01400) SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE YD YARD OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN THOSE ITEMS LISTED IN IBC 1706. 0 0 0 0 U Z Q) M o crD o o 0 Lo m N N U) co o Q) LLJ ^ 0 o a) x C\2 Lo It +-) U z Lo CC) C\2 � 4-1 � o Cc 0 � U N w Q \ o 400 p o I �_ N M N w w a 0 ti 0 m 0 O F Q N } m U U) ~ m ft� w N w r °z w O � M � N N 4-4 O 7� �N cnM o c ct Imo-) M NOTE: STRUCTURAL SHEARWALLS SHOWN ON THESE PLANS WILL REQUIRE ADDITIONAL FASTENERS. CONNECTION FASTENING (a) LOCATION ROOF 1. BLOCKING BETWEEN CEILING JOISTS, (3) 8d COMMON (2 1/2" X 0.131"); EACH END, TOENAIL RAFTERS OR TRUSSES TO TOP PLATE OR (3) 3" X 0.131" NAILS OR OTHER FRAMING BELOW BLOCKING BETWEEN RAFTERS OR (2) 8d COMMON (2 1/2" X 0.131") EACH END, TOENAIL TRUSSES NOT AT THE WALL TOP (2) 3" X 0.131" NAILS PLATE, TO RAFTER OR TRUSS BLOCKING BETWEEN RAFTERS OR (2) 16d COMMON (3 1/2" X 0.162") EACH END TRUSSES NOT AT THE WALL TOP (3) 3" X 0.131" NAILS PLATE, TO RAFTER OR TRUSS FLAT BLOCKING TO TRUSS AND WEB 16d COMMON (3 1/2" X 0.162") AT 6"OC FACE NAIL FILLER 3" X 0.131" NAILS 0 6"OC 2. CEILING JOISTS TO TOP PLATE (3) 8d COMMON (2 1/2" X 0.131"); EACH JOIST. TOENAIL 3. CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER PARTITIONS (NO THRUST) (SEE SECTION 2308.7.3.1, TABLE 2308.7.3.1) 4. CEILING JOIST ATTACHED TO PARALLEL RAFTER (HEEL JOINT) (SEE SECTION 2308.7.3.1, TABLE 2308.7.3.1) OR (3) 3" X 0.131" NAILS (3) 16d COMMON (3 1/2" X 0.162"); FACE NAIL OR (4) 3" X 0.131" NAILS PER TABLE 2308.7.3.1 5. COLLAR TIE TO RAFTER (3) 10d COMMON (3" X 0.148"); OR (4) 3" X 0.131" NAILS 6. RAFTER OR ROOF TRUSS TO TOP (3) 10d COMMON (3" X 0.148"); PLATE (SEE SECTION 2308.7.5, OR (4) 3" X 0.131" TABLE 2308.7.5) 7. ROOF RAFTERS TO RIDGE VALLEY (2) 16d COMMON (3 1/2" X 0.162"); OR HIP RAFTERS; OR ROOF RAFTER OR (3) 3" X 0.131" NAILS TO 2-INCH RIDGE BEAM ROOF RAFTERS TO RIDGE VALLEY (3) 10d COMMON (3 1/2" X 0.148"); OR HIP RAFTERS; OR ROOF RAFTER OR (4) 3" X 0.131" NAILS TO 2-INCH RIDGE BEAM WALL 8. STUD TO STUD 16d COMMON (3 1/2" X 0.162"); (NOT AT BRACED WALL PANELS) 3" X 0.131" NAILS 9. STUD TO STUD AND ABUTTING STUDS 16d COMMON (3 1/2" X 0.162"); AT INTERSECTING WALL CORNERS OR 3" X 0.131" NAILS (AT BRACED WALL PANELS) 10. BUILT-UP HEADER (2" TO 2" HEADER) 16d COMMON (3 1/2" X 0.162"); 11. CONTINUOUS HEADER TO STUD (4) 8d COMMON (2 1/2" X 0.131") 12. TOP PLATE TO TOP PLATE 16d COMMON (3 1/2" X 0.162") OR 3" X 0.131" NAILS 13. TOP PLATE TO TOP PLATE, (8) 16d COMMON (3 1/2" X 0.162") AT END JOINTS OR (12) 3" X 0.131" NAILS 14. BOTTOM PLATE TO JOIST, RIM JOIST, 16d COMMON (3 1/2" X 0.162") BAND JOIST OR BLOCKING OR 3" X 0.131" NAILS (NOT AT BRACED WALL PANELS) 15. BOTTOM PLATE TO JOIST, RIM JOIST, (2) 16d COMMON (3 1/2" X 0.162"); BAND JOIST OR BLOCKING OR (4) 3" X 0.131" NAILS AT BRACED WALL PANELS 16. STUD TO TOP OR BOTTOM PLATE (4) 8d COMMON (2 1/2" X 0.131"); OR (4) 3" X 0.131" NAILS STUD TO TOP OR BOTTOM PLATE (2) 16d COMMON (3 1/2" X 0.162"); OR (3) 3" X 0.131" NAILS 17. TOP OR BOTTOM PLATE TO STUD (2) 16d COMMON (3 1/2" X 0.162"); OR (3) 3" X 0.131" NAILS 18. TOP PLATES, LAPS AT CORNERS (2) 16d COMMON (3 1/2" X 0.162") AND INTERSECTIONS OR (3) 3" X 0.131" NAILS 19. 1" BRACE TO EACH STUD AND PLATE (2) 8d COMMON (2 1/2" X 0.131"); OR (2) 3" X 0.131" NAILS 20. 1" X 6" SHEATHING TO EACH BEARING (2) 8d COMMON (2 1/2" X 0.131") 21. 1" X 8" AND WIDER SHEATHING (3) 8d COMMON (2 1/2" X 0.131") TO EACH BEARING FLOOR 22. JOIST TO SILL, TOP PLATE, OR GIRDER (3) 8d COMMON (2 1/2" X 0.131"); OR 3" X 0.131" NAILS 23. RIM JOIST, BAND JOIST, OR BLOCKING 8d COMMON (2 1/2" X 0.131") TO TOP PLATE, SILL OR OTHER FRAMING OR 3" X 0.131" NAILS 24. 1" X 6" SUBFLOOR OR LESS (2) 8d COMMON (2 1/2" X 0.131") TO EACH JOIST 25. 2" SUBFLOOR TO JOIST OR GIRDER (2) 16d COMMON (3 1/2" X 0.162") 26. 2" PLANKS (2) 16d COMMON (3 1/2" X 0.162") (PLANK & BEAM -FLOOR & ROOF) 27. BUILT-UP GIRDERS AND BEAMS, 20d COMMON (4" X 0.192") 2" LUMBER LAYERS 3" X 0.131" NAILS FACE NAIL FACE NAIL TOENAIL END NAIL TOENAIL 24"OC FACE NAIL 16"OC FACE NAIL 16"OC FACE NAIL 12"OC FACE NAIL 16"OC EACH EDGE, FACE NAIL TOENAIL 16"OC FACE NAIL 12"OC FACE NAIL EACH SIDE OF END JOINT, FACE NAIL (MINIMUM 24" LAP SPLICE LENGTH EACH SIDE OF END JOINT) 16"OC FACE NAIL 12"OC FACE NAIL 16"OC FACE NAIL TOENAIL END NAIL END NAIL FACE NAIL FACE NAIL FACE NAIL FACE NAIL 1019IL111 6"OC, TOENAIL FACE NAIL FACE NAIL EACH BEARING, FACE NAIL 32"OC, FACE NAIL AT TOP AND BOTTOM STAGGERED ON OPPOSITE SIDES 24"OC, FACE NAIL AT TOP AND BOTTOM STAGGERED ON OPPOSITE SIDES (2) 20d COMMON (4" X 0.192"); ENDS AND AT EACH OR (3) 3" X 0.131" NAILS SPLICE, FACE NAIL 28. LEDGER STRIP SUPPORTING JOISTS (3) 16d COMMON (3 1/2" X 0.162"); EACH JOIST OR RAFTER, OR RAFTERS OR (4) 3" X 0.131" NAILS FACE NAIL (2) 16d COMMON FACE NAIL (3) 3" X 0.131" NAILS FACE NAIL 29. JOIST TO BAND JOIST OR RIM JOIST (3) 16d COMMON (3 1/2" X 0.162"); END NAIL OR (4) 3" X 0.131" NAILS 30. BRIDGING OR BLOCKING TO JOIST, (2) 8d COMMON (2 1/2" X 0.131"); EACH END, TOENAIL RAFTER OR TRUSS OR (2) 3" X 0.131" NAILS 31. WOOD STRUCTURAL PANELS TO FRAMING SEE SHEARWALL SCHEDULE SHEET S1.2 SUBFLOOR TO FRAMING SEE STRUCTURAL NOTES SECTION 06160 a. COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE NOTED OTHERWISE. b. FASTENING SCHEDULE BASED ON IBC TABLE 2304.10.1 AND PROVIDES THE MINIMUM NAILING REQUIRED. WHEN SPECIFIED ELSEWHERE IN THESE PLANS PROVIDE NAILING AS SPECIFIED. SEE IBC FOR COMPLETE NAILING SCHEDULE. ❑2 SPECIAL INSPECTIONS and TESTING SCHEDULE IBC 2018 TABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS VERIFICATION AND SPECIAL INSPECTION CONTINUOUS SPECIAL PERIODIC SPECIAL INSPECTION INSPECTION 1 VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE - X 2 VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL - X 3 PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS. - X 4 VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENI AND COMPACTION OF COMPACTED FILL X - 5 PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS RFFN PRFPARFn PROPFRIY - X IBC 2018 TABLE 1705.3 REQUIRED VERIFICATION AND SPECIAL INSPECTION OF CONCRETE CONSTRUCTION VERIFICATION AND SPECIAL INSPECTION CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION REFERENCED STANDARD IBC REFERENCE 1. INSPECTION OF REINFORCING STEEL, INCLUDING PRESTRESSING TENDONS AND PLACEMENT. - X ACI 318: 20, 25.2, 1908.4 2. INSPECTION OF REINFORCING STEEL WELDING IN ACCORDANCE WITH TABLE 1705.2.2, ITEM 5b. - X AWS D1.4, ACI 318:26.6.4 - 3. INSPECTION OF ANCHORS CAST IN CONCRETE. - X ACI 318: 17.8.2 - 4. INSPECTION OF ANCHORS POST -INSTALLED IN HARDENED CONCRETE MEMBERS. - X - a. ADHESIVE ANCHORS INSTALLED HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS. X - ACI 318: 17.8.2.4 - b. MECHANICAL AND ADHESIVE ANCHORS NOT DEFINED IN 4a. - X ACI 318: 17.8.2 - 5. VERIFYING USE OF REQUIRED DESIGN MIX. - X ACI 318: CH 19, 1904.1, 1904.2, 6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS AND DETERMINE THE TEMPERATURE OF CONCRETE. X - ASTM C172, ASTM C31, ACI 318- 96-4 96.12 1908.10 7. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. X - ACI 318: 26.5 1908.6, 190171908.8 8. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. - X ACI 318: 26.5.3 - 26.5.5 1908.9 9. INSPECTION OF PRESTRESSED CONCRETE: a. APPLICATION OF PRESTRESSING FORCES. X - ACI 318: 26.10 - b. GROUTING OF BONDED PRESTRESSING TENDONS IN THE SEISMIC -FORCE -RESISTING SYSTEM. X - ACI 318: 26.10 - 10. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS. - X ACI 318: CH 26.9 - 11. VERIFY IN -SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST -TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS. - X ACI 318: 26.11.2 - 12. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. - X ACI 318: 26.11.1.2(b) - IBC 2018 SECTION 1705.5 VERIFICATION AND SPECIAL INSPECTIONS FOR WOOD CONSTRUCTION VERIFICATION AND SPECIAL INSPECTION 1705.5 SPECIAL INSPECTIONS OF PREFABRICATED WOOD STRUCTURAL ELEMENTS AND ASSEMBLIES SHALL BE IN ACCORDANCE WITH IBC 1704.2.5 1705.5.1 HIGH -LOAD DIAPHRAGMS (ALL DESIGNATED DIAPHRAGMS PER IBC 2306.2) SHALL BE INSTALLED ACCORDING TO THE PROVISIONS OF IBC 1704.2.THE FOLLOWING SHALL BE a. WOOD STRUCTURAL PANEL SHEATHING - CONFIRM GRADE AND THICKNESS PER APPROVED CONSTRUCTION DOCUMENTS b. VERIFY SIZE OF FRAMING MEMBERS AT ADJOINING PANEL DEGES c. VERIFY NAIL OR STAPLE DIAMETER AND LENGTH d. VERIFY NUMBER OF FASTENER LINES AND THE SPACING BETWEEN EACH FASTENER LINE AND AT EDGE MARGINS 1705.5.2 FOR METAL -PLATE -CONNECTED WOOD TRUSSES SPANNING 60FT OR MORE, THE SPECIAL INSPECTOR SHALL VERIFY THAT THE TEMPORARY RESTRAINT/BRACING AND PERMANENT INDIVIDUAL TRUSS MEMBER RESTRAINT/BRACING ARE INSTALLED ACCORDING TO THE APPROVED TRUSS SUBMITTAL PACKAGE. IBC 2018 SECTION 1705.11 & 1705.12 VERIFICATION AND SPECIAL INSPECTIONS FOR WIND/ SEISMIC RESISTANCE VERIFICATION AND SPECIAL INSPECTION 1. CONTINUOUS SPECIAL INSPECTION SHALL BE REQUIRED DURING FIELD GLUING OPERATIONS OF ELEMENTS OF THE MAIN WIND/ SEISMIC FORCE -RESISTING SYSTEM. 2• PERIODIC SPECIAL INSPECTION SHALL BE REQUIRED FOR NAILING, BOLTING, ANCHORING AND OTHER FASTENING ELEMENTS OF THE MAIN WIND/ SEISMIC FORCE -RESISTING 1705.11.1 & _ INCLUDING WOOD SHFAR WALLS WOOD DIAPHRAGMS, DRAG -STRUTS 1705.12.2 EXCEPTION: SPECIAL INSPECTIONS ARE NOT REQUIRED FOR WOOD SHEAR WALLS, WOOD DIAPHRAGMS, AND SHEAR PANELS, INCLUDING NAILING, BOLTING, ANCHORING AND OTHER FASTENING TO OTHER ELEMENTS OF THE MAIN WIND/ SEISMIC FORCE -RESISTING SYSTEM. WHERE THE FASTENER SPACING OF THE SHEATHING IS MORE THAN 4"O.C. INSPECTION SCHEDULE NOTES: 1. SEE ALSO LOCAL JURISDICTION INSPECTION AND DOCUMENTATION REQUIREMENTS. 2. ITEMS MARKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17 BY A CERTIFIED SPECIAL INSPECTOR FROM AN AGENCY APPROVED BY THE JURISDICTION. ITEMS NOTED AS "NA" ARE NOTE APPLICABLE. 3. SPECIAL INSPECTION SHALL NOT BE REQUIRED FOR WORK IN AN APPROVED FABRICATOR'S PREMISES PER IBC 1704.2.5.1. VERIFY APPROVAL WITH JURISDICTION PRIOR TO FABRICATION. 4. CONTINUOUS SPECIAL INSPECTION REQUIRES THE INSPECTOR TO BE ONSITE AT ALL TIMES THAT WORK REQUIRING SPECIAL INSPECTION IS PERFORMED. PERIODIC SPECIAL INSPECTION ALLOWS INSPECTION AT THE INTERVALS NECESSARY TO CONFORM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH THE REQUIREMENTS. 5. THE SPECIAL INSPECTOR SHALL PROVIDE THE BUILDING OFFICIAL, OWNER, ARCHITECT, ENGINEER OF RECORD AND CONTRACTOR WITH COPIES OF ALL REPORTS AND TEST RESULTS (IBC 1704.2.4). WALL TYPE LEVEL PLATE SIZE STUD SIZE AND SPACING EXTERIOR GROUND -MAIN 2 X 6 2X6 ® 16"O.C. MAIN -UPPER 2 X 6 2X6 ® 16"O.C. UPPER -ROOF 2 X 6 2X6 ® 16"O.C. INTERIOR GROUND -MAIN 2 X 4 2X4 ® 12"O.C. MAIN -UPPER 2 X 4 2X4 ® 16"O.C. UPPER -ROOF 2 X 4 2X4 ® 16"O.C. GROUND -MAIN 2 X 6 2X6 ® 16"O.C. MAIN -UPPER 2 X 6 2X6 ® 16"O.C. UPPER -ROOF 2 X 6 2X6 ® 16"O.C. PARTY (DBL WALL) GROUND -MAIN 2 X 4 EA. WALL 2X4 ® 16"O.C. EACH WALL MAIN -UPPER 2 X 4 EA. WALL 2X4 ® 16"O.C. EACH WALL UPPER -ROOF 2 X 4 EA. WALL 2X4 ® 16"O.C. EACH WALL BEARING WALL NOTES 1. SEE SHEARWALL SCHEDULE SHEET S1.2 FOR WALL SHEATHING, ADDITIONAL PLATE ANDS D REQUIREMENTS, BLOCKING AND PLATE NAILING. SEE 06100 "ROUGH FRAMING" STRUCTURAL NOTES SHEET S1.0 FOR SPECIES AND GRADE OF WALL PLATES AND STUDS. PLEASE NO THAT SOME SHEARWALL TYPES REQUIRE A DOUBLE RIM JOIST FOR THE PLATE NAILING. 2. SECURE SILL PLATES TO CONCRETE WITH 5/8" DIA. ANCHOR BOLTS WITH 7" EMBED, AT " ON CENTER TYPICAL UNLESS NOTED OTHERWISE. REFER TO SHEARWALL AND HOLDOWN SCHEDULE FOR ADDITIONAL ANCHOR BOLT REQUIREMENTS. WHERE PRESERVATIVE TREATED WOOD IS USED, REFER TO THAT SECTION FOR CORROSION PROTECTION REQUIREMENTS FO CONNECTORS. 3. SEE DETAIL 5/S9.0 FOR TOP PLATE SPLICE. PROVIDE ADDITIONAL CONNECTORS AT SHEARWALLS AS INDICATED ON THE PLANS. 4. SEE DETAIL 5/S1.1 FOR NOTCHING AND BLOCKING LIMITS. 5. SEE DETAIL 6/S1.1 FOR BUNDLED STUDS AND SQUASH BLOCKS. ® BEARING WALL STUD SCHEDULE J o NOTCH Q DEPTH < 1 /4d N SINGLE STUD ® INTERIOR o ONLY ac M O SCALE: NONE N z a V) O J 3 oc m d HOLE EDGE DISTANCE > 5/8" STUD PLATE HOLE DIA. < 2/5d SINGLE STUD 2X SQUASH BLOC NAIL W/ (2) 0.1E 3 1/2" ® 8" O.0 WALL PER BEARIN _T 3 1/2" AT 12" 2X JOISTS PER PLAN K 2" DIA. X STAGGERED G 4L __p__ HOLE EDGE WALL SCHEDULE DISTANCE>5/8" SCALE: 3/4" = 1'-O" © TYPICAL BLOCKING at BUNDLED STUDS HOLE DIA. < 2/5d DOUBLE STUD STUD NOTCHING and BORING LIMITS HEAD -OUT FOR PLUMBING, MECH., ETC. 2x10 U210 HANGER EA. END U210 HANGER 2x10 JOIST PER PLAN (16" O.C. U.N.O. PER PLAN) 2x10 FOR JOIST SPANS UP TO 11'-0", A SINGLE JOIST MAY BE HEAD OFF TO ADJACENT SINGLE JOISTS FOR JOIST SPANS BETWEEN 11'-O" AND 16'-0" ADD ADDITIONAL 2x10 JOIST ADJACENT TO HEAD OUT. NOTE: JOIST HEAD -OUT IS FOR UN UNIFORMLY LOADED FLOOR JOISTS ONLY NOTE: m MOST STRUCTURAL SHEARWALLS SHOWN ON THESE PLANS WILL REQUIRE ADDITIONAL PLAN -JOIST HEAD -OUT SCALE: 1 1/2" 4-0"FASTENERS. SCALE: 3/4" = 1'-0" 01 FASTENING SCHED. (IBC TABLE 2304.10.1) 10 JOIST HEAD -OUT DETAILS NO. OF BUNDLED STUDS PRPLA (2 0.162 DIA. X 3 1/2" AT 12" O.C. TYPICAL �TJI JOISTS PER PLAN 2X SQUASH BLOC NAIL W/ (2) 0.1E 3 1/2" ® 8" O.0 WALL K 2" DIA. X STAGGERED PER BEARING WALL SCHEDULE SCALE: 3/4" = 1'-O" ® TYPICAL BLOCKING at BUNDLED STUDS 0 0 m 0 (3Z Q) o crD co Qo 0 (n Q) Lo m N N U o - Q) Q) LLJ o a)Lo x C\2 I 4� U U - z Lo m C\2 4� U cc � U N W Q \ o 04 - 00 p o I r� �_ N M N W w a O ti N 0 m 0 O F Q N a Ld Q m Q m U ~ m of N W - c SIM. AT (2) 2x FRAMING AT ADJOINING PANEL EDGES. (1) 1 1/4" MIN. OR 2X CONT. RIM BELOW tt 3" SIM. AT (2) 2x FRAMING AT ADJOINING PANEL EDGES. ADD 1 1/4" MIN. OR 2X CONT. RIM BELOW 3" SIM. AT (2) 2x FRAMING AT ADJOINING PANEL EDGES. 1y�1111►�11(I.�Ji1►���1��\�.����\�� 3 1/2" MIN. OR 4X CONT. RIM BELOW I I T, NOTE: PROVIDE CONTINUOUS RIM AT EXTERIOR CONDITIONS RE: 6/S1.1 RE: 6/S1.1 AND AT INTERIOR WALLS FOR BALANCE FOR BALANCE PARALLEL WITH FLOOR JOISTS OF SECTION OF SECTION (1) ROW PLATE NAILING - I (2) OR (3) ROWS PLATE NAILING i PANEL EDGE NAILING AT WALL PER 9/S1.1 ! PER 9/S1.1 ABOVE PER PLAN/SCHEDULE FLOOR SHEATHING �(2) ROWS 0.131X3" 0 4" O.C. FLOOR DIAPHRAGM NAILING ­--,_% /- RE: NOTES SECTION 06160 OPTION (REPLACES LTP4 TO RIM): LAP SHEATHING FROM WALL BELOW ONTO RIM - PROVIDE P.E.N. PER WALL BELOW 2x OR 1 1/4" MIN. LSL RIM/BLKG. PANEL EDGE NAILING AT WALL BELOW PER PLAN/SCHEDULE- RIM/BLOCKING TO TOP PLATE - CONN. PER SHEARWALL SCHEDULE (A35/LTP4) SHEARWALL PER PLAN A35 OPTION AT 2X6 WALL CONDITION AT 2X6 WALL CONDITION AT 2X4 WALL SCALE: 1 1/2" = 1'-O" P 6 TN & P 6 01 TYPICAL SHEARWALL CONNECTION NOTE: PLATE WASHER SHALL EXTEND WITHIN 1/2" OF EDGE OF BOTTOM PLATE ON SIDE(S) WITH SHEATHING. PROVIDE STAGGERED/OFFSET PLACEMENT AS SHOWN ELSE OVERSIZE PLATE WASHERS AS REQUIRED. J 0 W U N W a d a N Z 0 0 W U CC W a a a to _ 6 W U W Q Z 0 Z 0 0 W U � �CD ckl� CD ui CL H cn d CL 0 W cn W CD ckl� CD C< Q cn Iz- 0 20, 30 PLY ONE SIDE 20, 30 PLY TWO SIDES 24, 3x6 PLY ONE SIDE 26, 3x6 PLY TWO SIDES SCALE: 3/4" = 1'-O" ® ANCHOR BOLT PLACEMENT DETAILS 1. EXTERIOR BEARING SUPPORT F I 2. II ' I I K I I �0 ISO ADD 2x OR 1 1/4" MIN. LSL RIM/BLKG. SHEARWALL PER PLAN SCALE: 1 1/2" = 1'-0" P 4, P 3, & P 2 02 TYPICAL SHEARWALL CONNECTION PRO' WAS U.N., SCALE: 3/4"=1'-0" 0 FOUNDATION SILL PLATE AND STUDS PER SHEARWALL )LT PER SHEARWALL EDULE, PLACE RE: %IL 4/S1.2 'ER PLAN TYPICAL SHEARWALL ANCHOR BOLT TO CONCRETE ROOF/FLOOR SHEATHING NOTES 1 BOUNDARY NAILING AT ROOF/FLOOR PERIMETER, AT CONT. PANEL EDGES (B.N.) 2. EDGE NAILING (P.E.N.) AT ALL EDGES OF ALL PLYWOOD SHEETS AT SUPPORTS AND AT INTERIOR SHEARWALLS 3. INTERIOR FIELD NAILING (F.N.) 12" O.C. AT BEARING SUPPORTS 4. SEE PLANS FOR PLYWOOD THICKNESS & NAILING SCHEDULE 5. LONG DIMENSION OF PLYWOOD SHALL RUN PERPENDICULAR TO TRUSS SYSTEM FRAMING & FLOOR FRAMING. 6. MIN. EDGE DISTANCE FOR NAILS SHALL BE 3/8" 7. MINIMUM PLYWOOD SHEET SIZE 2'-0" X 4'-0" 8. NAILS SHALL NOT BE OVER DRIVEN 3 1/2" LSL RIM/BLKG.- SHEARWALL PER PLAN (4) ROWS PLATE NAILING - PER 9/S1.1 SCALE: 1 1/2" = 1'-O" 2 P 4, 2 P 3, & 2 P 2 03 TYPICAL SHEARWALL CONNECTION SCALE: NONE �imrwry �irr W/(12) 0.131" DIA. X 1 1/2" WHEN APPLIED DIRECT TO FRAMING TYPICAL SIMPSON LTP4 SHEARWALL BEYOND PER SHEAR WALL SCHED. TYP.- ^nNTIN000S COIL STRAP* AG STRUT PER PLAN ST PER PLAN - TV. )CKING OR BEAM / t PLAN EARWALL BEYOND PER EARWALL SCHED. 3/S9.0 'ICAL * CONTINUOUS COIL STRAP DRAG STRUT PER PLAN * CS20 WALL BELOW 0.148" DIA. X 2 1/4" AT 6" WALL ABOVE O.C. STAGGERED SHEARWALL SCHEDULE - 7/16" APA RATED SHEATHING W/ HEM -FIR STUDS AND HEM -FIR PLATES WALL PANEL FIELD BOTTOM PLATE O RIM OR BLOCKING TO TOP PLATE CONN. FRAMING FOUNDATION ANCHOR BOLT „ 0.148 x3.25 LTP4 DIRECT TYPE SHEATHING EDGE NAILING NAILING AT ADJOINING MUDSILL PLATE SPACING 5/8" DIA. SOLE PLATE ROWS SPACING NAILING 0 ® TOENAIL TO FRAMING A35 ONLY 10 PANEL EDGES 0 7" EMBED 13 P6TN 7/16" SHT. 6" O.C. 12" O.C. 2x (1) 4" O.C. 4" O.C. N/A N/A 2x 2x 48" O.C. ONE SIDE 3x 48" O.C. P6 7/16" SHT. 6" O.C. 12" O.C. 2x (1) 4" O.C. N/A 24" O.C. .C. 16 O.C. 2x 2x 48" O.C. ONE SIDE 3x 48" O.C. P4 7/16" SHT. 4" O.C. 12" O.C. 2x (2) 6" O.C. N/A 16" O.C. 12" O.C. (2)2x OR 3x 2x 3x 32" O.C. 40" O.C. ONE SIDE P3 7/16" SHT. " 3O.C. 12" O.C. 2x (2) 4 O.C. N/A 12 O.C. „ 10 O.C. (2)2x OR 3x 2x 24" O.C. ONE SIDE 3x 32" O.C. p2 7/16" SHT. 2" O.C. 12" O.C. 2x (3) 6" O.C. N/A 10" O.C. 10" O.C. (2)2x OR 3x 2x 3x 18" O.C. 24" O.C. ONE SIDE 2P4 7/16" SHT. 4" O.C. 12" O.C. 2x (3) 5" O.C. N/A 10" O.C. 10" O.C. (2)2x OR 3x 2x 3x 16" O.C. 20" O.C. BOTH SIDES 2P3 7/16" SHT. 3" O.C. 12" O.C. 2x (3) " 4 O.C. N/A „ 8 O.C. 8 O.C. (2)2x OR 3x 2x 3x 12" O.C. 16" O.C. BOTH SIDES 2p2 7/16" SHT. 2" O.C. 12" O.C. 2x (3) 3" O.C. N/A 6" O.C. 6" O.C. (2)2x OR 3x 2x 3x 8" O.C. 12" O.C. BOTH SIDES SHEARWALL SCHEDULE NOTES: 1. STUDS SHALL NOT BE SPACED MORE THAN 16" O.C.. 2. RE: S1.0 SECTION 06100 "ROUGH FRAMING" FOR REQUIRED WALL STUD AND PLATE SPECIES AND GRADE. 3. RE: S1.0 SECTION 06160 "WOOD SHEATHING" FOR REQUIRED SHEAR WALL SHEATHING, THICKNESS AND GRADE. ALL SHEAR WALL PANELS SHALL BE APPLIED DIRECTLY TO FRAMING. 4. SHEATHING PANELS MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY WITH ALL PANEL EDGES BACKED/BLOCKED WITH 2" NOMINAL OR WIDER FRAMING. SEE NOTE 5. 5. FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN 3" NOMINAL AND NAILS SHALL BE STAGGERED FOR ALL SHEARWALL MARKS EXCEPT "P6". 6. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6" O.C. ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3" NOMINAL OR THICKER AND NAILS SHALL BE STAGGERED. 7. NAILS FOR PLYWOOD AND OSB PANEL EDGE AND FIELD NAILING SHALL BE 8d COMMON (0.131" X 2 1/2"). 8. NAILS FOR BOTTOM PLATE FRAMING SHALL BE 12d COMMON (0.148" X 3.25"). 9. FLOOR DIAPHRAGM NAILING SHALL BE PLACED BETWEEN THE SPACING CALLED OUT FOR BOTTOM PLATE NAILING. DO NOT OVER NAIL THE BLOCKING. 10. ANCHOR BOLTS SHALL BE GALVANIZED 5/8" DIAMETER A-307 AND SHALL BE SECURED IN PLACE PRIOR TO CONCRETE POUR. 11. GALVANIZED 3" X 3" X 0.229" (MIN.) PLATE WASHERS ARE REQUIRED AT EACH ANCHOR BOLT - SEE 8 THIS SHEET FOR PLACEMENT REQUIREMENTS. RECESSING PLATE WASHERS IN PLATES IS NOT ALLOWED. 12. LTP4 FRAMING PLATES SHALL BE INSTALLED WITH 12-8d X 1 1/2" (0.131" X 2 1/2") NAILS. RE: DETAIL 6. 13. A35 FRAMING ANGLES SHALL BE INSTALLED WITH 12-8d X 1 1/2" (0.131" X 1 1/2") NAILS. 14. ALL NAILS INTO PRESSURE TREATED WOOD SHALL BE HOT -DIPPED GALVANIZED CONFORMING TO ASTM 153 OR STAINLESS STEEL. 15. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED. 16. WHERE BOTTOM PLATE NAILING SPECIFIES A SPACING OF 4 INCHES OR LESS NAILS SHALL BE INSTALLED IN TWO ROWS OFFSET 1/2 INCH AND STAGGERED. 17. GALVANIZED EXPANSION ANCHORS OF SIMILAR. DIAMETER AND EMBEDMENT ALLOWED AT INTERIOR BEARING AND PARTY WALLS. 18. 2-2x'S IN LIEU OF 3x'S AT PANEL EDGES ACCEPTABLE PROVIDED STUDS ARE ATTACHED PER 18/S1.3 SIM. AND BOTTOM PLATE NAILING. 19. WHERE BUILDING OFFICIALS ALLOW, OSB SHEATHING MAY BE APPLIED OVER 1/2" OR 3/8" GYPSUM WALL BOARD PROVIDED SHEATHING IS NAILED WITH 10d NAILS (0.148" DIA X 3" LONG) 11 SHEARWALL SCHEDULE PLYWOOD ROOF SHEATHING 10 DIAPHRAGM EDGE NAILING TRUSS JOIST BLOCKING r--1 r- r- BLOCKING CONNECTION TO _ _ _ _ _ _ ------------- ------------=.'..'.'._.=-. TOP PLATE I.I......... FRAMING AT 3 5 1.1.........1 I .f. l i I I I I I I PANEL EDGES l i I I I I I I I I I�I •�•�•�•�•�•�•�•�•f•I�I•� I I I.I..................�.j..l.. II II II II II II II II II II li II �I II NOTE: MINIMUM SIZE OF SHEATHING PLYWOOD FLOOR SHEATHING RE: NOTES 06160 O BOTTOM PLATE CONNECTION RE: 1, 2 & 10/S1.2 DIAPHRAGM EDGE NAILING - SHALL BE 2'-0" X 4'-0" BLOCK ALL PLYWD. EDGES NOT SUPPORTED BY FRAMING MEMBER. II II II II II II II II II II II II III II II II --1L_-f---T--I-T- -=r-- J-j T -T__� I 'F- II II II II II II II II DEDICATE STUD BAY AT END OF SHEARWALL FOR HOLDOWN. ...'.'.'.'.'.'.'.'.I.I. I.. I'I'.'.'.'.'.'.'.'.'.I.I: ADD'L STUDS FOR HOLDOWN I' ' .•L:L' PER SCHEDULE. .I........•.. 1' I.......... I'1'.'.'.'.........I.1 CONT. 2x RIM W/BLOCKING IF REQUIRED r-� r-_l rr--1 mr-� r-_l --- ' ' -----�-�--- ' ' --L----I,-J-= ....I...G....0. .............. IT ---- TI ---- --- --------��---------T.�-.......I I: I.I.�........�1 I I I I I I FRAMING AT 3 5 I'1.:........:I.1 J l i I I I I I I PANEL EDGES _ry I' I .....:.:.:..I. b: I I ..........'l'l.l. II I II I FIELD I II II II II II II li II f .1.. II NAILING �.j.:.•••••.. ..I. BLOCKING OR CONT. RIM CONNECTION TO TOP PLATE 10 HOLDOWN �- RE: 10, 11, 14 & 15/S1.3 �- PROVIDE PANEL AT NAILING AT END OF WALL STUDS THAT ATTACH TO HOLDOWNS TYPICAL . AT ADJOINING PANEL EDGES PROVIDE PANEL EDGE NAILING AND FRAMING PER SHEARWALL SCHEDULE (STAGGER NAILS) �5 BLOCK ALL PLYWOOD EDGES NOT SUPPORTED BY FRAMING MEMBERS AND NAIL W/PANEL EDGE NAILING 3 5 GALVANIZED ANCHOR BOLT RE: 4& 5/S1.2 W/ 3 X 3 X 1/4" GALVANIZED WASHER DIA./SPACING a PER SHEARWALL SCHEDULE. FOUNDATION SILL PLATE. 1� STAGGER NAILING. RE: SHEARWALL SCHED. FOR SIZE HOLDOWN ANCHOR PER PLAN and SCHEDULE 10 S1.3 CONCRETE FIND 0 0 cc 0 U Z a) - a) cf) ^ w C\2 0 00 0 0 a) Lo 00 N M �0 0 c Q) a--) W ^ o °' 0\2 LO U u z LO 00 C\2 + U) o 00 6 0 C\2 U U) w o 0 NI N r i N w w 0� 0 ti CV 0 00 0 O � Q w rx N < r Q m 0 (N ~ M 0C w N W } a °z w C� r� rU� M N �-+ O N SCALE: NONE 0 ROOF/FLOOR SHEATHING LAYOUT SCALE: 3/4" = 1'-O" Al (14) 0.148" DIA. X 2 1/4" AT SHEARWALL DRAG STRUT DETAILS SCALE: NONE 12 TYPICAL SHEARWALL NOMENCLATURE (ELEVATION) PROVIDE MINIMUM OF TWO BOLTS PER PLATE WITH ONE BOLT NOT LOCATED MORE THAN 12 INCHES OR LESS THAN (7) BOLT 13 ni urrrne+ rn nu Ti it run HOLDOWN PER PLAN #4 CONT. SCALE: 3/4" = 1'-O" HOLDOWN PER PLAN HOLDOWN FASTENERS AND WOOD STUDS PER PLAN AND HOLDOWN SCHEDULE EMBEDMENT PER SCHEDULE A: STRAP TYPE EXTERIOR HOLDOWN HOLDOWN PER PLAN HOLDOWN FASTENERS AND WOOD STUDS PER ° PLAN AND HOLDOWN ° ° SCHEDULE ° °l° X X X X X-*4— X CL HDU IN STUD CL HOWNDOWN IN STUD ---------- STRAP----------- ° SW EMBEDMENT PER PARTIAL PLAN: SHEARWALL WITH FORCE TRANSFER ° SCHEDULE J SCALE: 3/8" = 1'-0" 01 B: HD TYPE OF STUD — EMBEDMENT PER SCHEDU E X X L----T --L-1 FOOTING SIZE AND REINFORCEMENT PER PLAN HD TYPE SCALE: 3/4" = 1'-O" INTERIOR HOLDOWN ADDED STUD FO HD TYPE HOLDO (COUNTERSINK) WOOD POSTS SCHEDULE )OWN PER PLAN VE & BELOW FLOOR )F STUD )R JOISTS/RIM PLAN ENERS PER :DULE SCALE: 3/4" = 1'-O" 11 TYPICAL HOLDOWN FLOOR TO FLOOR w -III I fly If SCALE: 3/4" = 1'-0" ADDED STUD FOR HD TYPE HOLDOWNS (COUNTERSINK) SCALE: 3/4" = 1'-0" 12 ANCHOR ROD DIAMETER PER = SCHEDULE NUT/WASHER/NUT (D 0 NOTE: REINFORCING NOT SHOWN FOR CLARITY J SECTION N PER PLAN PLAN (AT HOLDOWNS W/ LESS THAN 1" DIAM.ANCHORS A SIMPSON BP1 BEARING PLATE MAY BE USED, ADD WASHER BETWEEN NUT AND PLATE) TYPICAL HOLDOWN TO BEAM 0 Q w 0 0 z 3 J J -11- ---1 F_ --Ir- 7 --IL—I II II II II HEADER PER PLAN II II II II II II CS22 HEAD/SILL II II II II W/ (2) ROWS 1Od NAILS II II II II II II AT 3" O.C. STAGGER II II W/ EDGE NAILING IIIIIIII IIIIIIIII PER SHEARWALL SCHED. III IIIII IIII IIIIII IIIII DGE NAILING AT SILL, IIII HEAD, KING & TRIM STUDS —JIIIIIIIII -- IIIBLKG. lll ill, >LIL-1 --IL_— —I[— --I�—I III II II HEADER PER PLAN II II III III II II CS22 HEAD/SILL II II III III II W/ (2) ROWS 1Od NAILS II II III II II AT 3" O.C. STAGGER II III III BLKG. W/ EDGE NAILING III II PER SHEARWALL SCHED. II III II II DGE NAILING AT SILL, II II III II I HEAD, KING & TRIM STUDS I II II II I II III II III II II II II 111 II I I II III I MI 9° Md. II II II I JI I II II II II I —JI IL— I II IL_ SCALE: 3/8" = 1'-O" JOISTS PER PLAI (TYP.) BEND Sl MULT. J( PER PLAiNi SCALE: 3/4" = 1'-O" 13 v li li li li IL PLYWOOD/O.S.B. SHEAR PANELS FRAMING AT PANEL EDGES PER SHEARWALL SCHEDULE PANEL EDGE NAILING (P.E.N.) ALL EDGES OF ALL SHEETS PER SHEARWALL SCHEDULE PLACE EDGE NAILS INTO POST PER PLAN OR (2) 2X STUDS AT ENDS OF SHEAR WALLS. POST & HOLDOWN PER HOLDOWN SCHEDULE HOLDOWN PER PLAN STAGGER NAILING AT PLYWOOD JOINTS PLYWOOD SHEATHING PER SHEARWALL SCHEDULE - TYPICAL FIELD NAILING (F.N.) - TYP. POST & HOLDOWN PER HOLDOWN SCHEDULE 10 y 19 S1.3 S1.3 HOLDOWN BOLT - SEE HOLDOWN SCHEDULE u u ANCHOR BOLTS - SEE SHEARWALL SCHEDULE FOR SIZE, SPACING, AND EMBEDMENT TYPICAL DETAIL FOR SHEARWALL W/ FORCE TRANSFER AROUND WINDOW OPENINGS HOLDOWN DETAIL ALT. LOCATION STRAP TYPE Ana cn n `413GERED _ONG) nvvLr\ED -INE - BOL' - ALT. F - STR, BOL' C.� Z J d Q N SHEARWALL RE: PLAN SAW CUT IN PLY TO ACCEPT STRAP AT INTERIOR J Q Or N J Q Z 0 Z Q or w STRAP RE: PLAN OVER SHEATHING SHEARWALL RE: PLAN PROVIDE 1 5/8" MIN. END DISTANCE FOR STRAPS HOLDOWN & FASTENER SCHEDULE (HF STUDS) HARDWARE WOOD MEMBER/POST FASTENER ROD ANCHOR EMBEDMENT STEM DETAIL TYPE DIAMETER (MINIMUM) STEM THICKENED STEM THICKENED 2X4 WALL 2X6 WALL FOOTING SLAB CS16 2X4 2X6 (26) 8d N.A. N.A. - N.A. - N.A. M ST37 (2) 2X4 (2) 2X6 (22) 16d N.A. N.A. - N.A. - N.A. RE: M ST48 (2) 2X4 (2) 2X6 (34) 16d N.A. N.A. - N.A. - N.A. 14,15/S1.3 M ST60 (2) 2X4 (2) 2X6 (48) 16d N.A. N.A. - N.A. - N.A. CM ST14 4X6 4X6 (56) 16d N.A. N.A. - N.A. - N.A. CM ST12 4X6 4X6 (74) 16d N.A. N.A. - N.A. - N.A. STHD14 (2) 2X4 (2) 2X6 (30) 1Od STRAP N.A. - 14" - 8" RE: 1,2/S1.3 (6) S1/ HDU2-SDS2.5 (2) 2X4 (2) 2X6 1/4X2 1/2" 5/8" 11" 6„ (10) SDS HDU4-SDS2.5 44 4x6 1/4X2 1/2" 5/8" 11" 6„ (4SDS HDU5-SDS2.5 4X4 4X6 1/4XX2 1/2" 5/8" ROD & 11" RE: 6" RE: UT/WASHER NUl PER 2/S1.3 10/S6.0 2,12/S1.3 (20) SDS HDU8-SDS2.5 4X4 4X6 1/4X2 1/2" 7/8" 11" 8" (30) 30) SDS HDU11-SDS2.5 4X6 6X6 1 1 1" 16" 8" HDU14-SDS2.5 4X6 6X6 1%4X21/2" 1" 16" 8" 2,12/S1.3 MSTC48B3 (2) 2X4 (2) 2X6 (12) 1Od FACE, (4) 10d BOTTOM, (38) 10d STUDS/POST RE: 7/S1.3 HOLDOWN AND FASTENER SCHEDULE NOTES; 1. HOLDOWNS SHALL BE AS MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY. 2. 16d = 0.162" DIA. X 3 1/2" LONG. 3. USE HALF THE REQUIRED NAILS IN EACH MEMBER BEING CONNECTED. 4. SCREWS SHALL BE SDS 1/4" DIA. X 2 1/2" AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY. 5. HOLDDOWN ANCHORS SHALL BE SECURED IN PLACE PRIOR TO PLACING CONCRETE. 6. ANCHOR BOLT NUT SHALL BE FINGER -TIGHT PLUS 1/3 - 1/2" TURN WITH HAND WRENCH. CARE SHALL BE TAKEN TO NOT OVER -TORQUE THE NUT. IMPACT WRENCHES SHALL NOT BE USED. 7. HDU HOLDDOWNS SHALL BE INSTALLED CENTERED ALONG THE WIDTH OF THE ATTACHED POST. 8. RE: NOTES SECTION 06100 "ROUGH FRAMING" FOR THE REQUIRED POST SPECIES AND GRADE. 9. BUNDLED STUDS PER DETAIL 18/S1.3. 10. STRAP TIE HOLDOWNS. NAIL STRAPS FROM BOTTOM UP. INSTALL WITH STRAP MATE "NO WET STCKING". 11. ANCHOR BOLT HOLDOWNS SHALL BE ASTM A307 OR A36 STEEL. ANCHOR HEAD REQUIRES NUT/WASHER NUT PER 2/S1.3. 10 HOLDOWN & FASTENER SCHEDULE SHEARWALL RE: PLAN STRAP RE: PLAN OVER —HOLDOWN NAILING SHEATHING HOLDOWN NAILING RE: HOLDOWN HOLDOWN SCHEDI SCHEDULE Q OF SCALE: 3/4" = 1'-O" —Al nnl T TvnC BUNDLED STUDS RE: HOLDOWN SCHEDULE RE: HOLDOWN SCF FOR ADDITIONAL INFO. SHEATHING NOT SHOWN FOR CLARITY INTERIOR HOLDOWN P.E.N. P.E.N. F.N. - C> _J Z J Z d o Q Z J cy w SHEARWALL — �J RE: PLAN * PROVIDE 1 5/8" MII� END DISTANCE FOR STRAPS SCALE: 3/4" = 1'-0" 15 - PL.N. - ADD STUD IF NO EXTERIOR A.P.A. SHEATHING NAILING NOTATIONS: P.E.N. = PANEL EDGE NAILING PL.N. = PLATE NAILING F.N. = FIELD NAILING - PL.N. NOTE: NAILING SHALL BE PER PLAN AND SHEARWALL SCHEDULE. C AI BUNDLED STUDS RE: HOLDOWN SCHEDULE NOTE: RE: HOLDOWN SCHEDULE FOR ADDITIONAL INFO. EXTERIOR HOLDOWN 0 0 cc 0 U Z a) co — a) � .. w C\2 o cc o 0 a) Lo N M � o CQ c W c - :) o °' c\2 Lo U u z Lo 00 C\2 Cf� o 6 C\2 U U) w Q o 00 � NI r r7 N r i 04 N w w 0 ti C4 0 00 p o � Q > w r4 N Q >_ ci m M N ~ w N w } a v o z z w r� �L! c� 4� 00 O MM� ct � SCALE: NONE SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-O" 1 g TYP. MULTIPLE STUD ATTACHMENT 19 HOLDOWN PLACEMENTS 20 STRUCTURAL WALL INTERSECTIONS BAR SIZE f'c = 2500 psi Ld OTHER BARS LAP SPLICE TOP BARS LAP SPLICE #3 16" 21" 28" #4 22" 28" 37" #5 27" 36" 46" #6 33" 43" 56" 1. TENSION LAP SPLICE SHOWN ABOVE ARE FOR CONCRETE COVER GREATER THAN OR EQUAL TO BAR DIAMETER AND CENTER TO CENTER SPACING GREATER THAN OR EQUAL TO TWO BAR DIAMETERS (SPACING AND COVER CASE 1). TENSION LAP SPLICE SHOWN ABOVE ARE CLASS B SPLICES. 2. "OTHER BARS" ARE ALL VERTICAL BARS AND HORIZONTAL BARS WITH LESS THAN 12" OF CONCRETE CAST BELOW THE BAR. 3. "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW THE BARS. 4. DEVELOPMENT LENGTH (Ld) IS "OTHER BARS", CLASS A. SEE PLAN FOR SLAB THICKNESS AND REINFORCING (TYP-) CUT ALT. WIRES AT JOINT VAPOR BARRIER RE: GEOTECHNICAL ENGINEER (6 MIL. MIN.) 1/8" x 1 1/2" PREMOLDED CONTINUOUS MASTIC JOINT STRIP OR PREMOLDED CONSTRUCTION JOINT (MAY BE SAWCUT AT OWNERS OPTION). SAWN JOINT SHALL BE MADE AS SOON AS POSSIBLE WITHOUT DAMAGE TO SURFACE. U--------- COMPACTED SUBGRADE AND GRANULAR FILL RE: GEOTECHNICAL ENGINEER'S RECOMMENDATIONS SAND RE: GEOTECHNICAL ENGINEER PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR LESS. AREAS TO BE APPROX. SQUARE AND HAVE NO ACUTE ANGLES. JOINT LOCATIONS TO BE APPROVED BY THE ARCHITECT. SCALE: NONE ❑1 TYP. LAP SPLICE SCHEDULE I OK perCl ❑2 TYP. SHRINKAGE CONTROL JOINT (S.J.) SECOND POUR I FIRST POUR SEE PLAN FOR BURKE "KEYED KOLD" JOINT. SLAB THICKNESS STOP REINFORCING CLEAR OF AND REINFORCING JOINT EACH SIDE. (TYP-) -Y - - - - - - - - - - - - •--- VAPOR BARRIER RE: GEOTECHNICAL ENGINEER (6 MIL. MIN.) SCALE: NONE COMPACTED SUBGRADE AND GRANULAR FILL RE: GEOTECHNICAL ENGINEER'S RECOMMENDATIONS SAND RE: GEOTECHNICAL ENGINEER PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR LESS. AREAS TO BE APPROX. SQUARE AND HAVE NO ACUTE ANGLES. JOINT LOCATIONS TO BE APPROVED BY THE ARCHITECT. 03 TYPICAL CONSTRUCTION JOINT (C.J.)_ CENTERLINE OF WALL 2X PLATE W/ 11/16" DIA. HOLE LOCATION MAY VARY. (NON -TREATED) RE: PLAN 1X P.T. HEM -FIR PLATE W/ 1" DIA. HOLE -PEER PLAN G. &REINF. T.O. CONC. RE: ARCH. t� NOTE: RE: 14/S6.0 FOR ADDITIONAL J ° INFO. NOT SHOWN HERE � IIII�I GRADE RIM JOIST nn ne ne � nn ne IIII I A IIl I A I A iii :I III III uu ini uu uu uu uu uu uu uu uu Z — JL — — — — — — — — — — — — — — — -L — — — — — — — J S S 1.5 H \ o \ N. #4 AT B.O. WALL (2) #4 AT FTG. \ T \ SCALE: 3/4" = 1'-0" TYPICAL STEPPED FOOTING 2X PLATE W/ 11 /16" DIA. HOLE (NON -TREATED), TYP. 1X P.T. HEM -FIR PLATE W/ 1" DIA. HOLE, TYP. CONC. S.O.G. & REINF. PER PLAN T.O. CONC. RE: ARCH. ----- --------- ° ° I ° NOTE: ° ° RE: 14/S6.0 FOR ADDITIONAL INFO. NOT SHOWN HERE STUD WALL BEYOND NOTE: LOCATE EDGE OF I I SLAB AS REQUIRED FOR DOOR TRIM DETAILS #4 NOSING #4 BAR SLOPE _ J PAVING II��IIII��� I APRON THICKNESS TO ACCOMMODATE PAVING SUBGRADE STEMWALL BEYOND - FOOTING PER PLAN PER PLAN SCALE: 3/4" = 1'-0" ❑5 TYPICAL GARAGE APRON FOOTING SIZE AND REINF. FOOTING SIZE AND REINF. PER SCHEDULE PER SCHEDULE SCALE: 3/4" = 1'-0" FOOTING TYPE F1 U.N.O. SCALE: 3/4" = 1'-0" FOOTING TYPE F1 U.N.O. © NOT USED 07 NOT USED LC TYPICAL GARAGE FOOTING 09 TYPICAL PARTYWALL FOOTING 10 NOT USED SHEATHING, NAILING AND 5/8"DIA. x 7" EMBED ® ANCHOR BOLTS PER 48"OC TYP. U.N.O. ON PLAN SHEARWALL SCHEDULE, TYP. 5/8"DIA. x 7" EMBED @ SHEATHING, NAILING AND OR SHEAR WALL SCHEDULE 2X PLATE W/ 11/16" DIA. HOLE POST PER PLAN -LOCATE BEARING AND/OR SHEAR WALL POST PER PLAN 48"OC TYP. U.N.O. ON PLAN ANCHOR BOLTS PER NON -TREATED TYP. PER ARCHITECTURAL PER PLAN (N PLATE W/ 11/16" DIA. HOLE LOCATE PER ARCH. OR SHEAR WALL SCHEDULE SHEARWALL SCHEDULE (2) #4 CENT. ( )° (NON -TREATED) RE: PLAN I� I• I 1X P.T. HEM -FIR PLATE PROVIDE ABU POST BASE NO POST AT SIM 1X P.T. HEM -FIR PLATE ABU POST BASE (2) #4 CONT. 2X PLATE W/ 11/16" DIA. HOLE — — — — — — — — - W/ 1" DIA. HOLE, TYP. OR EQUIV. W/ 1" DIA. HOLE (NON -TREATED) CONC. S.O.G. & REINF. FINISH GRADE o PER PLAN 1X P.T. HEM -FIR PLATE o PORCH SLAB PER PLAN #4>48-O.0 T:CJ W/ 1" DIA. HOLE FINISH(TYP) GRADE ii.--------- #4 ®18"OC Z --FF ----- '� ---- �� --�-- VERT. CL ALT. < I--- �--- ---- J ------ � HOOK � 8" W 01 FIN. FLR w_--11 �--J _ i——�° - Q #4 ® 12 OC 4 HORIZ. GARAGE FLR � 4„ - Z • 2 4 CONT. FOOTING SIZE & REINF. 1 #4 ® 12"OC I #4 VERT @ 18" O.C. Z PER PLAN LAP i2,-6„ PER PLAN ALT. DIRECTION OF HOOK FOUNDATION DRAIN (TYP) BY OTHERS a 0- POST AT THICKENED SLAB FOOTING POST AT PATIO FOOTING J L -- J (2) #5 CENT 12' , MIN. FOOTING AT LOCATIONS PER `J FOUNDATION PLAN. RE: FOOTING SCHEDULE DRAIN g°° uj � ! �� ON PLAN FOR REINFORCING BY OTHERS PER PLAN AND DIMENSIONS. x. PER PLAN FOOTING SIZE AND REINF. FOOTING SIZE AND REINF. PER SCHEDULE PER PLAN X. PER SCHEDULE SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" FOOTING TYPE F1 U.N.O. SCALE: 3/4" = 1'-0" FOOTING TYPE F1 U.N.O. Iff]SLAB EDGE AT PORCH N1 TYPICAL THICKENED SLAB FOOTING 13 POST BASE 14 TYPICAL FOOTING 31 PARTYWALL FOOTING AT STEP IC NOT USED 17 NOT USED 18 NOT USED 19 NOT USED 20 NOT USED 0 cc m UQ) Z cz - Q) �\ C\2 O c 00 `--I 0 a� Lo 00 0 N cf) o c 4-) W U -6 o °'Lo c\2 U z Lo 00 C\2 + U 00 0 C\2 U W04 Q o 00 R 0 NI � N M 04 W W 0� O ti (V 0 00 0 OL4 Q W N m M (N ~ Of N w } 0- °z w _CA ct O 4-1 ct � O � M N N 00 O O � � N a U ct N � < Ct ►-� S600 mmmmIIIIIIIIII1I N WSWH-AB a IIiiI a10, I ° a a 4-/ =tl I it a a a W (SEE SCHED IN 2/S7.0) INTERIOR FOUNDATION Ir SCALE: NONE N WSWH-AB `DJ MINIMUM CURB/STEMWALL WIDTH PER 5/S7.0. SHEAR REINFORCEMENT PER 5/S7.0 ® a L 1/2 W 1/2i W W (SEE SCHED IN 2/S7.0) BRICK LEDGE FOUNDATION WSWH AB WSWH-AB SHEAR REINFORCEMENT MINIMUM CURB/STEMWALL PER 5/S7.0 coWIDTH PER 5/S7.0. SHEAR REINFORCEMENT III PER 5/S7.0 IF -I - - - a ° IIII IIII _ p IIII - 1/2 W 1/2 W 1/2 W 1/2 W W (SEE SCHED IN 2/S7.0) W (SEE SCHED IN 2/S7.0) SLAB ON GRADE FOUNDATION CURB OR STEMWALL FOUNDATION 0 NOTES: 1. SEE 2/S7.0 FOR DIMENSIONS AND ADDITIONAL NOTES. 2. SEE 5/S7.0 FOR SHEAR REINFORCEMENT REQUIRED. 3. MAXIMUM H = le - de. SEE 7/S7.0 AND 8/S7.0 FOR "le". WSWH SB ANCHORAGE - TYPICAL SECTIONS STRONG -WALL HIGH STRENGTH WOOD SHEARWALL SLAB OR CURB AND SURROUNDING FOUNDATION NOT SHOWN FOR CLARITY 04 WSWH-AB MINIMUM FOOTING SIZE PROVIDED FOR WSWH ONLY. SEE STRUCTURAL FOUNDATION PLAN FOR ADDITIONAL SPECIFICATIONS. 1/2 W S" 1/2 W L Ir FOUNDATION PLAN VIEW WSWH ANCHORAGE SCHEDULE FOR 2500 PSI CONCRETE WSW PANEL ID PANEL HEIGHT PANEL WIDTH HIGH STRENGTH FOOTING WIDTH "W" FOOTING LENGTH "L" A.B. EMBED "de" FOOTING DEPTH "D" A.B. SPACING "S" FOOTING REINFORCEMENT (IN) (IN) A.B. (IN) (IN) (IN) (IN) (IN) WSWH12x8 93 1/4 12 (2) 1" DIA. 52" 60" 18" 24" 8 1/8" (5)) #5 SHORT WALONGVY, T & B WSWH18x8 93 1/4 18 (2) 1" DIA. 52" 66" 18" 24" 14" (4) #5 LONG WAY, T & B (6) #5 SHORT WAY, T & B WSWH24x8 93 1/4 24 (2) 1" DIA. 52" 72" 18" 24" 20" (4) #5 LONG WAY, T & B (7) #5 SHORT WAY, T & B NOTES: 1. ALL ANCHOR BOLTS SHALL BE HIGH STRENGTH (HS) (ASTM A193 GRADE 67). 2. ANCHORAGE DESIGNS CONFORM TO ACI 318-11 APPENDIX D AND ACI 318-14 WITH NO SUPPLEMENTARY REINFORCEMENT FOR CRACKED OR UNCRACKED CONCRETE AS NOTED. 3. SEISMIC ANCHORAGE DESIGNS CONFORM TO ACI 318-11 SECTION D.3.3.4.3 AND ACI 318-14 SECTION 17.2.3.4.3. 4. REFER TO SLAB ON GRADE, CURB, STEMWALL, AND INTERIOR FOOTING SECTIONS IN 1/S7.0 FOR "de" ANCHOR BOLT EMBEDMENT. 5. THE EMBEDMENT AND F0011NG SIZES IN THE SCHEDULE ABOVE ARE SOLUTIONS FOR CONCRETE COMPRESSIVE STRENGTH (28 DAY f'c) OF 2,500 PSI. 6. FOR HEIGHTS NOT LISTED, ORDER THE NEXT TALLEST PANEL AND TRIM TO FIT. MINIMUM TRIMMED HEIGHT FOR ALL PANELS IS 74 1/2". 7. ALL PANELS COME WITH TWO PRE -ATTACHED HOLDOWNS, TWO STANDARD HEX NUTS, TWO STRUCTURAL WASHERS, TWO WSWH-TOW PLATES AND INSTALLATION INSTRUCTIONS. 8. ALL PANELS ARE 3 1/2" THICK. 9. RE: 5/S7.0 FOR SHEAR REINFORCEMENT REQUIRED. 10. RE: 1/S7.0 FOR ANCHOR BOLT PLACEMENT. SCALE: NONE ❑2 WSWH FOOTING AND ANCHORAGE SCHEDULE STRONG -WALL a HIGH STRENGTH SHEAR ANCHORAGE 1. STRONG -WALL HIGH STRENGTH WOOD SHEARWALL IS MANUFACTURED AND TRADEMARKED BY "SIMPSON STRONG -TIE COMPANY INC."HOME OFFICE: 5956 W. LAS POSITAS BLVD., PLEASANTON, CA 94588 TEL: (800) 999-5099, FAX: (925) 847-1597. "SIMPSON STRONG -TIE COMPANY INC." IS AN ISO 9001-2008 REGISTERED COMPANY. 2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ELEVATIONS, ETC. PRIOR TO INSTALLATION OF ANY COMPONENTS FOR THE STRONG -WALL HIGH STRENGTH SB SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER FOR CLARIFICATION PRIOR TO CONSTRUCTION. 4. ALL HARDWARE CALLED OUT IS SIMPSON STRONG -TIE. s7.o s7.o s7.o SEE 12/S7.1 FOR ALLOWABLE EDGE AND FACE DRILL ZONES STRONG -WALL HIGH STRENGTH WOOD SHEARWALL 8OR(ii S7.1 .1 3 1/8" MIN. WIDTH BY 9 1/4" MIN. DEPTH HEADER PER PLAN. FOR WSWH AND HEADER FURRING REQUIREMENTS, WHEN APPLICABLE, SEE DETAILS 10/S7.0 AND 11/S7.0. SIMPSON STRONG -TIE LSTA12 STRAP (MIN. UNO) AT BEAM TO POST EACH SIDE 8'-18'-6" CLEAR SPAN I PORTAL COLUMN z (MIN. 3" x 3 1/2") = CDzc=� p a w _ SIMPSON STRONG -TIE STHD10 HOLDOWN J (MIN. UNO) Q cl- RE: 5/S7.0 FOR SHEAR •• ••• , "' " CONTINUOUS FOOTING REINF. TO COLUMN BASE AND POST REINFORCEMENT n n CONTINUE THRU WSWH FOOTING, PER PLAN ice' • • 4J TYP. CONTINUOUS FTG BEYOND, PER PLAN. CONTINUES REINF. •' " CONTINUOUS FOOTING THRU WSWH FOOTING W/ � SIZE AND REINF. PER HORIZONTAL CORNER BARS PLAN AT ENDS o r N n R QI Li L - J "L" RE: 2/S7.0 RE: 2/S7.0 FOR ANCHOR BOLT I. SIZE, EMBEDMENT, & FOOTING REINFORCEMENT SCALE: NONE ❑3 WSWH SINGLE PORTAL ASSEMBLY s to tt S7.0 A S7.0 A S7.0 U I 3 1/8" MIN. WIDTH BY 9 1/4" MIN. DEPTH HEADER IJ PER PLAN. FOR WSWH AND HEADER FURRING _j REQUIREMENTS, WHEN APPLICABLE, SEE DETAILS 10/S7.0 AND 11/S7.0. STRONG -WALL HIGH STRENGTH STRONG -WALL WOOD SHEARWALL HIGH STRENGTH WOOD SHEARWALL SEE 12/S7.1 FOR ALLOWABLE EDGE AND FACE DRILL ZONES 8'-18'-6" CLEAR SPAN ol 8 14 S7.1 s7.1 8 QR 14 = Z = s71 s71 GARAGE HEADER ROUGH OPENING HEIGHT MODEL N0. TRIMMED PANEL HEIGHT H CURB ROUGH OPENING HEIGHT WSWH12x7 WSWH18x7 78" 5v 6'-11Y" 6" 7'-0" WSWH24x7 WSWH12x8 85V 0" 7'-1Y" WSWH18x8 WSWH24x8 934" 51¢" 8'-2Y" 6" NOTES: 1. IF REQUIRED PANEL HE EXCEEDS "H" LISTED IN THE SCHEDULE IN 2/S7.0, USE NEXT TALLER PANEL AND TRIM AS NECESSARY. 2. THE STRONG -WALL HIGH STRENGTH WOOD SHEARWALL MAY BE TRIMMED TO A MINIMUM HEIGHT OF 74 1/2". 3. MIN. PANEL HEIGHT IS 74 1/2" FOR ALL WSW PANELS. 4. FURRING DOWN GARAGE HEADER MAY BE REQUIRED FOR CORRECT ROUGH OPENING HEIGHT. WSWH DESIGNED TO PROVIDE 1/8" GAP BETWEEN LSL AT BASE OF WSWH AND CONCRETE. ENSURE CONCRETE IS LEVEL AND SMOOTH BENEATH PANEL. GRIND OR FILL AS NECESSARY. RE /S7. o W w "S" RE 2/S7. Ofo= c� J w .. Z 0 - .. .. .. .. RE: 5/S7.0 FOR SHEAR •• CONTINUOUS FOOTING •• .. REINFORCEMENT REINF. TO CONTINUE THRU • •. WSWH FOOTING, TYP. 9 • .. CONTINUOUS FTG BEYOND, CONTINUOUS FOOTING PER PLAN. CONTINUES REINF. THRU WSWH FOOTING W/ SIZE AND REINF. PER HORIZONTAL CORNER BARS ( Lj � Of PLAN AT ENDS = o I u', ---- - - - - - - - - - - - - - - - - - - - - - -- w L - J L - -J - ---a--Z-Z---a-- --a-- A. --&- "L" RE: 2/S7.0 FOR ANCHOR BOLT SIZE, "L" RE: 2/S7.0 EMBEDMENT, & FOOTING RE: 2/S7.0 REINFORCEMENT lo SCALE: NONE EC WSWH DOUBLE PORTAL ASSEMBLY Lh MIN 3" MIN.WIDTH BY 11 1/4" MIN.DEPTH HEADER BY OTHERS. FOR WSWH AND HEADER FURRING REQUIREMENTS, WHEN HEADER PER PLAN APPLICABLE, SEE DETAILS 10/S7.0 AND 11/S7.0. 5 1/8"-5 1/2" WIDE X 11 1/4" PORTAL STRAPS INCLUDED WITH WSWH PANELS MIN. DEPTH #3 HAIRPIN, UNDER 100". FOR TALLER PANELS, ORDER 3" MIN. WIDTH BY 11Y" MIN. WSWH-TP SHEAR GRADE 60 REBAR (MIN.) WSWH-PK SEPARATELY. DEPTH HEADER BY OTHERS. \TRANSFER PLATE FIELD TIE AND SECURE DURING CONCRETE PLACEMENT. OVERLAP NOTES: VARIES WITH BOLT SPACING. 1. SHEAR ANCHORAGE DESIGNS CONFORM TO ACI 318-14 AND ANCHOR BOLT ASSUME MINIMUM 2,500 PSI CONCRETE. HAIRPIN SHEAR REINFORCEMENT ANCHOR BOLT ANCHOR REINFORCEMENT Of TEMPLATE WHEN SPECIFIED rk� ANCHOR BOLT A \ ANCHOR REINFORCEMENT TEMPLATE WHEN SPECIFIED I I - II 4 #3 HAIRPIN IIII ° a SEE TABLE FOR ° REQUIRED III < ° QUANTITY. A SCALE: NONE HAIRPIN INSTALLATION SECTION A -A (GARAGE CURB SHOWN. OTHER FOOTING TYPES SIMILAR.) 0 N OTES E�]WSWH SHEAR ANCHORAGE SCHED & DETAILS L OR L t h SHEAR MINIMUM CURB MODEL (in.) REINFORCEMENT STEMWALL WIDTH (in.) WSWH12 10 1/4 (1) #3 HAIRPIN 6 WSWH18 15 (2) #3 HAIRPINS 6 WSWH24 19 2 3 HAIRPINSI 6 ALIGN PORTAL STRAP INSTALL ARROWS WITH BOTTOM OF WSWH-TP ON HEADER . . . . " ONE SIDE 7/8" MAXIMUM WOOD SHIM BETWEEN PANEL AND BEAM. WSWH-TP SHEAR FOR SHIMS GREATER THAN TRANSFER PLATE PORTAL STRAPS 7/8", SEE 9/S7.1. AND STRAP 2" PORTAL STRAP Y NAILING NOT EDGE DISTANCE SHOWN FOR CLARITY FIELD NAIL PORTAL STRAPS TO FRAMING AND WSWH PANEL BOTH SIDES (4 TOTAL) USING 10d x STRONG -WALL 2 1/2 " NAILS MIN. OPTIONAL 1" DIAMETER HIGH STRENGTH BY Y" DEEP WOOD SHEARWALL COUNTERBORE SCALE: NONE 09 PORTAL TOP CONNECTION SWS16150 MAX. W SHIM AS NECESSARY FOR TIGHT FIT SDS25600 1" DIAMETER BY Y" DEEP COUNTERBORE STRONG -WALL HIGH STRENGTH WOOD SHEARWALL SEC11ON 4x FRAMING SINGLE PANEL t S7.0 A S7.0 A S7.0 GARAGE HEADER ROUGH OPENING HEIGHT MODEL NO. TRIMMED PANEL HEIGHT H CURB ROUGH OPENING HEIGHT WSWH12x7 WSWH18x7 WSWH24x7 78" 5Y" 6'-111¢" 6" 7'-0" WSWH12x8 8W" 0" 7'-IV WSWH18x8 WSWH24x8 9W 5v 8'-2Y" 6" 8'-3Y" NOTES: 1. IF REQUIRED PANEL HEIGHT EXCEEDS "H" LISTED IN THE SCHEDULE IN 2/S7.0, USE NEXT TALLER PANEL AND TRIM AS NECESSARY. 2. THE STRONG -WALL HIGH STRENGTH WOOD SHEARWALL MAY BE TRIMMED TO A MINIMUM HEIGHT OF 74 1/2". 3. MIN. PANEL HEIGHT IS 74 1/2" FOR ALL WSWH PANELS. 4. FURRING DOWN GARAGE HEADER MAY BE REQUIRED FOR CORRECT ROUGH OPENING HEIGHT. WSWH DESIGNED TO PROVIDE 1/8" GAP BETWEEN LSL AT BASE OF WSWH AND CONCRETE. ENSURE CONCRETE IS LEVEL AND SMOOTH BENEATH PANEL. GRIND OR FILL AS NECESSARY. RE: 5/S7.0 FOR SHEAR REINFORCEMENT CONTINUOUS FTG BEYOND, PER PLAN. CONTINUES REINF. THRU WSWH FOOTING W/ HORIZONTAL CORNER BARS AT ENDS STRONG -WALL HIGH STRENGTH WOOD SHEARWALL DFL, SP OR SCL WOOD SHIM STRONG -WALL HIGH STRENGTH WOOD SHEARWALL SCALE: NONE DIAMETER LENGTH 1 #3 `D HS 0 HS ON HIGH STRENGTH MODELS _ HEAVY HEX NUT w FIXED IN PLACE ON ALL WSWH-AB ANCHOR BOLTS HEAVY HEX NUT PLATE WASHER 0 :HEAVY HEX NUT STRONG -WALL SB PANEL MODEL MODEL NO. DIAMETER LENGTH le WSWH12, WSWH18, AND WSWH24 WSWH-AB1x24 1" 24" 15r WSWH-AB1x24HS 1" 24" 15r WSWH-AB1x30 1" 30" 21r" yygyyll-ABlx30HS 1" 30" 21r WSWH-AB1x36 1" 36" 27r WSWH-AB1x36HS 1" 36" 27 " WSWH ANCHOR BOLTS WSWH-HSR_KT 1 *24 HX HX ON _ EXTENSION KIT STOP OF CONCRETE HEAVY HEX NUT FIXED IN PLACE ON ALL WSWH ANCHOR BOLTS 1" HIGH STRENGTH ROD 2��HIGH STRENGTH COUPLER NUT STRONG -WALL SB MODEL NO. DIAMETER LENGTH le PANEL MODEL WSWH12, WSWH18, WSWH-HSR1-24KT 1" 24" 17r AND WSWH24 WSWH-HSR1-36KT 1" 36" 29r" SCALE: NONE PORTAL STRAPS AND STRAP NAILING NOT SHOWN FOR CLARITY ATTACH DFL, SP OR SCL SHIM WITH 2 ROWS OF Y"xW SDS SCREWS (MIN.) OR 16d COMMON NAILS AT 6" O.C. STAGGERED. MINIMUM SHIM SIZE IS 1Y"x5Y"x HALF OF PANEL HEIGHT. SEC11ON SCALE: NONE 10 FURRING FOR 5 1 /8" TO 5 1 /2" HEADER WSWH-HSR AND WSWH-AB ASSEMBLY 1►111 ■ AlW0 one] :9mail] Imn, IIL%lleff -N.-TOP OF CONCRETE WSWH-HSR CUT TO LENGTH AS NECESSARY HIGH STRENGTH COUPLER NUT WSWH-AB WOOD FURRING BLOCK HEADER PER PLAN WSWH-TP SHEAR (REQUIRED FOR 3 1/8" WIDE X 11 1/4" MIN TRANSFER PLATE 3Y" HEADER) DEPTH . \ LSTRONG -WALL HIGH STRENGTH WOOD SHEARWALL SCALE: NONE 11 ATTACH WOOD FURRING BLOCKS BETWEEN PORTAL STRAPS AND HEADER WITH 2 ROWS OF 8-10d COMMON NAILS. MINIMUM SHIM SIZE IS Vx2h"x11Y". PORTAL STRAPS AND STRAP NAILING NOT SHOWN FOR CLARITY STRONG -WALL HIGH STRENGTH WOOD SHEARWALL SECTION FURRING FOR 3 1 /8" HEADER 0 0 00 0 U Z Q) c o cr co 0 Q) Lo 00 N N U +� o - 0) Q) N LL] 0 o C\2 Lo U � z � C\2 4� U o cc co � U N W Q o 4 00 p I to - N M N w w r� O ti 0 00 0 O � v� > Q N a Ld G1 m � U ~ m w N w V °z w ol ct r� � cj M � N 4 M c M Imo-) S7#0 SCALE: NONE TO ENSURE PROPER AB PLACEMENT, THE MANUFACTURER RECOMMENDS ORDERING TEMPLATES WSWH-RT EXTERIOR INSTALLATION WSWH-RTBL BRICK LEDGE INSTALLATION WSWH-RT INTERIOR INSTALLATION WSWH-RTPF PANEL FORM INSTALLATION TOP OF CONCRETE v- (2) 1" WSWH-AB (2) 1" WSWH-AB 2x2 F WSWH-RT WITH ANCHOR BOLT STABILIZERS WSWH ANCHOR BOLT TEMPLATES WSWH-TP CONNECTION MODEL NO. FASTENER QUANTITY SWS16150 SDS25600 WSWH-TP12 14 2 WSWH-TP18 26 4 WSWH-TP24 1 46 8 ATTACH WSWH-TP PLATE ALIGN WSWH-TP NOTCHES INSTALL SDS X%6" SCREWS AT (PROVIDED) ON ONE SIDE ONLY WITH WITH BOTTOM OF TOP AN ANGLE THAT PREVENTS A COMBINATION OF SDS Y"x6" AND PLATES THEM FROM EXITING SIDE OF SWS16150 CONNECTOR SCREWS. FRAMING; APPROX. 30 DEGREES (TYP.) TOP SWS16150 PLATES INSTALL WSWH-TP ON 6 10• • • ' EXTERIOR FACE 1" DIAMETER �" MAXIMUM WOOD SDS25600 FURRING NOT BY Y" DEEP SHIM. FOR SHIMS COUNTERBORE REQUIRED GREATER THAN %", EXCEPT AS D FOR SEE 11/S7.1 4v FINISH MATERIAL STRONG -WALL ATTACHMENT HIGH STRENGTH WOOD SHEARWALL OPTIONAL 1" DIAMETER BY SECTION SECTION DEEP COUNTERBORE 4x FRAMING 6x FRAMING SCALE: NONE STANDARD TOP CONNECTION SCALE: NONE 14 PLACE STRONG -WALL HIGH STRENGTH WOOD SHEARWALL OVER THE ANCHOR BOLTS AND SECURE WITH HEAVY BEARING PLATES AND HEAVY HEX NUTS (PROVIDED). DO NOT USE AN IMPACT WRENCH. USE 1%" WRENCH FOR 1" NUT. TIGHTEN ANCHOR NUTS FINGER TIGHT + X" TURN. FRAMING PER PLAN (NOT SHOWN FOR CLARITY) FRAMING PER PLAN SILL PLATE ANCHORAGE STRONG -WALL HIGH STRENGTH WOOD SHEARWALL HEIGHT TO INCLUDE THE DEPTH OF THE FLOOR SYSTEM AND SHALL BE INSTALLED DIRECTLY ON THE FOUNDATION. SPECIFY PANEL HEIGHT FROM TOP OF FOUNDATION TO UNDERSIDE OF TOP PLATES OR BEAM. STRONG -WALL HIGH STRENGTH WOOD SHEAR% STRONG -WALL HIGH STREN WOOD SHEARWALL FRAMING PER PLAN JOIST HANGEf (IF REQUIRED SEE SHEETS S7.0 FOR ANCHORAGE SOLUTIONS SECTION WOOD FLOOR SYSTEM BASE CONNECTION LTP4 SPACING PER SHEARWALL SCHED 4x SHIM BLOCK FULL -HEIGHT ADJACENT FRAMING SEE 9/S7.1 FOR TOP CONNECTION STRONG -WALL HIGH STRENGTH WOOD SHEARWALL 48" TO 12" SHIM BLOCK P2 CRIPPLE SHEARWALL, BLOCKING AND STRAP FOR 8" TO 12" BLOCK DEPTHS: ATTACH SIMPSON STRONG -TIE CS16 STRAPS AT EDGE OF WSWH PANEL (EACH SIDE) USING 10dx1%" SHIM BLOCK HEIGHTS GREATER THAN 8" AND UP TO • 8 NAILS INTO BLOCK • 8 NAILS INTO WSWH PANEL SHIM BLOCK HEIGHTS GREATER THAN 10" AND UP TC • 10 NAILS INTO BLOCK • 10 NAILS INTO WSWH PANEL SCALE: NONE UNINF'LL WALL 11 TOP OF WALL HEIGHT ADJUSTMENTS INSTALL SDS 4%6" SCREWS (MIN.) FROM THE TOP SIDE OF THE PLATES PER QTY. AND SPACING REQUIREMENTS DETAILED IN 15/S7.1 1" TO 4" SHIM BLOCK QTY. OF SDSY" x 6" SCREWS REQ. WSWH12 4 WSWH18 8 WSWH24 12 EDGE DISTANCE FOR SCREWS SLOPE A (in.) B (in.) 0:12-4:12 2 3 5:12-8:12 1 1 /2 4 1 /2 9:12-12:12 1/2 51/2 INSTALL SDS Vx6" SCREWS (ORDER SEPARATELY). INSTALL IN 2 ROWS AS SHOWN AND COUNTERSINK AS REQUIRED. NOTES : 4" MIN. 1. MAINTAIN END DISTANCES TO PREVENT SCREWS FROM CLEARANCE PENETRATING THROUGH THE OUTER EDGES. 2. INSTALL SCREWS PERPENDICULAR TO THE TOP PLATE. 3. EDGE DISTANCES ASSUME DOUBLE TOP PLATE. 1" MIN. 1Y" MIN. FROM EDGE ROW SPACING x SHIM BLOCK SEE 9/S7.1 FOR TOP CONNECTION LL-HEIGHT JACENT AMING ALL _NGTH WOOD SHEARWALL END OF PANEL TO NEAREST SCREW (SEE TABLE) �B iZ (4) SIMPSON STRONG-TE LTP4 CR A35 FRAMING ANGLES. MAY BE USED IN COMBINATICN (2 PER SIDE). NO HOLES IN HATCHED REGION. �le1 Y" MIN. AT EDGE Y" MIN. SDS TIP TO CHASE 1%" O.C. MIN. PLAN VIEW SDS SCREW SPACING DOUBLE SIMON STRONG -TIE TOP PLATES LTP4 FRAMING ANCHORS W W INSTALLATION NOTES SIMPSON STRONG -TIE A35 STRENGTH WOOD STRONG -WALL HIGH 1. ACTUAL CUT LENGTH (L) MUST BE GREATER THAN OR EQUAL TO PANEL WIDTH (W). � FRAMING ANCHORS SHEARWALL 2. THIS DETAIL APPLICABLE FOR SLOPES UP TO 12:12. SCALE: NONE SECTION VIEW 3. PANELS TALLER THAN 12' MUST BE DESIGNED FOR THE 2X6 OR WIDER FRAMING I APPLICATION. 15 RAKE WALL SCALE: NONE SCALE: NONE 12 PLACE STRONG -WALL HIGH STRENGTH WOOD SHEARWALL OVER THE ANCHOR BOLTS AND SECURE WITH HEAVY BEARING PLATES AND HEAVY HEX NUTS (PROVIDED). DO NOT USE AN IMPACT WRENCH. USE 1W WRENCH FOR 1" NUT. TIGHTEN ANCHOR NUTS FINGER TIGHT + Y' TURN. %• ••• STRONG -WALL .. HIGH STRENGTH Q. WOOD SHEARWALL Q. HEAVY HEX NUT AND HEAVY BEARING PLATE Ll o A SEE SHEETS S7.0 FOR ANCHORAGE SOLUTIONS STANDARD INSTALLATION BASE CONN EDGE DRILL ZONE MIDDLE Y3 OF PANEL THICKNES`. HOLES • MAX. THREE HOLES IN FACE AND THREE IN EDGE. • 3/4"-DIAMETEI HOLES, MAX. • 6" O.C., MIN. NO EDGE HC ALLOWED IN LO' 26" OF PA NO HOLES ALLOWED IN TOP 8" OF PANEL FACE DRILL ZONE MAINTAIN 1Y" MIN. EDGE DISTANCE FROM CHASE AND OUTSIDE EDGE, TYPICAL. NO FACE HOLES ALLOWED IN LOWER 46" OF PANEL HULLS • 4%"-DIA. HOLES, MAX. • MAX. OF TWO 4%"-DIA. HOLES OR ONE 4Y4%12" HOLE. • NO MINIMUM ON -CENTER SPACING REQUIRED. NO HOLES ALLOWED IN TOP 8" OF PANEL FACE DRILL ZONE CENTER A" OF PANEL FACE AS SHOWN 12" ABOVE EXISTING HOLE, MIN. 22" 24" HOLES FOR WSWH24X7 PANEL ONLY • MAX. OF ONE A%6" HOLE • 8" FROM TOP OF PANEL, MIN. ALLOWABLE SMALL HOLES ALLOWABLE LARGE HOLES FACE AND EDGE DRILL ZONES IN ADDITION TO ALLOWABLE SMALL HOLES TRIM ZONE AND ALLOWABLE HOLES 0 0 cc 0 U Z a) — a) cf) .. w C\2 0 n 00 Q0 Q) �� Lo (��o Q) o c W 0 a) C\2 Lo U Z Lo 00 C\2 + U 00 0 C\2 U U) w Q p p 0 NIro r N r i 04 W W a O ti (V p 04 co p O � Q w r4 N a bj Q m M (N ~ Of w N w } a v o z z w �L! � M � u cr N L'7 T /1 0 '•� N M o c � 3/S7.2 2ND STORY STRONG —WALL HIGH --I STRENGTH WOOD SHEARWALL PLACE STRONG —WALL HIGH STRENGTH WOOD SHEARWALL HEAVY HEX NUT AND OVER THREADED RODS AND SECURE WITH HEAVY BEARING HEAVY BEARING PLATE PLATES AND HEAVY HEX NUTS (PROVIDED). DO NOT USE AN •••••• ...... IMPACT WRENCH. USE 1%" WRENCH FOR 1" HEAVY HEX NUT.I •••••• SOLID DF/SCL BLOCKING UNDER "" •••• TIGHTEN ANCHOR NUTS FINGER TIGHT + Y TURN. WSWH CENTER OF STRONG —WALL HIGH ANCHOR BOLTS EXTEND 6)'" ABOVE TOP OF FLOOR SHEATHING ....STRENGTH WOOD SHEARWALL. BLOCKING TO RIM JOIST WITH 16d •••• WSWH SHEAR TRANSFER PLATE. COMMON OR SDSY4"x3V. EXACT INCLUDED WITH WSWH—TSS_KT ( ) SPACING NOT CRITICAL •' DRILL 2" DIAMETER x 1" DEEP HOLE OR NOTCH 2"x2"x1" SIMPSON A34 EACH SIDE DEEP MAX. IN SHEATHING & RIM JOIST. SET LOWER HEAVY HEX NUT FLUSH WITH TOP OF SHEATHING. WSWH SHEAR 1" DIAMETER THREADED RODS TRANSFER PLATE SHALL SIT FLUSH & LEVEL ON NUTS (INCLUDED WITH WSWH—TSS_KT) H2 USE %" SHIM OR NOTCH THE CORNERS OF THE PANEL DRILL 1)6" MAX. DIAMETER HOLE TO ACCOMMODATE THE MSK HOLDOWN. SEE DETAILS IN DOUBLE TOP PLATES FOR RODS 5/S7.2 AND 8/S7.2 g ATTACH MSK HOLDOWN TO 1ST STORY g7.1 WSWH PANEL USING 10dx2Y2" MIN. NAILS 1ST STORY STRONG —WALL EXTERIOR ELEVATION HIGH STRENGTH WOOD SHEARWALL INTERIOR ELEVATION DRILL 1)6" MAX. DIAMETER HOLES THROUGH DOUBLE TOP PLATES PLAN VIEW H, 6x FRAMING NOTE: LEGEND : 1. 15T STORY WSWH MUST BE THE SAME WIDTH . H, = 1ST STORY WSWH HEIGHT; TOP OF CONCRETE TO AS THE 2ND STORY WSWH. UNDERSIDE OF 1ST STORY TOP PLATES (IN.) 2. ORDER WSWH MULTI —STORY KIT . H2 = 2ND STORY WSWH HEIGHT; TOP OF FLOOR SHEATHING (WSWH—TSS—KT) SEPARATELY TO UNDERSIDE OF 2ND STORY TOP PLATES (IN.) • H3 = TOTAL ASSEMBLY HEIGHT, TOP OF CONCRETE TO UNDERSIDE OF 2ND STORY TOP PLATES (IN.) SCALE: NONE TWO-STORY STACKED FLOOR FRAMING WSWH—TP SHIM FOR TIGHT FIT ON TOP OF TOP CONNECTION 1ST STORY PANEL. SEE TABLE FOR SHIM SIZE. SECURE SHIM IN PLACE WITH 8dx1Y2" MIN. NAILS ° ° TOP PLATES ° ° . NOT SHOWN ° ° ° rr=TMM FOR CLARITY H, ° ° ° °° ° ° ° 1+I ATTACH MSK HOLDOWN TO ° ° 00000 °o °° 00000 °o °° MSK HOLDOWN 1ST STORY WSWH PANEL 0 0 0 °0 0 USING 10dx2J�" MIN. NAILS ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °° °°° °° °° °°° °° 1ST STORY ° ° ° ° ° ° STRONG —WALL HIGH STRENGTH Y", TYP. f WOOD EAR ALI INTERIOR ELEVATION WALL WIDTH SHIM SIZE 12""x37¢"x4N2" 18""x3"x101¢" 24" %%3Y2%16)¢" ISOMETRIC VIEW 1ST STORY STRONG —WALL HIGH STRENGTH WOOD SHEARWALL WSWH SHEAR TRANSFER PLATE (INCLUDED WITH WSWH—TSS_KT) 10623 " MIN. NAILS (NOT PROVIDED) RIM JOIST LTP4 WSWH—TP TOP CONNECTION WSWH MULTI —STORY KIT HOLDOWN. (INCLUDED WITH WSWH—TSS_KT). HOLDOWN NAILS NOT SHOWN FOR CLARITY SCALE: NONE 2ND STORY STRONG —WALL HIGH STRENGTH WOOD SHEARWALL SOLID DF/SCL BLOCKING UNDER CENTER OF STRONG —WALL HIGH STRENGTH WOOD SHEARWALL. TOTAL THICKNESS OF RIM JOIST AND SOLID BLOCKING SHALL BE SUFFICIENT TO PROVIDE FULL BEARING BENEATH THE WSWH FLOOR FRAMING PER PLAN. WHERE FRAMING IS PARALLEL TO WALL, INSTALL BLOCKING WITHIN 6" OF EACH END OF WSWH. BLOCKING DEPTH SHALL MATCH FLOOR FRAMING 1ST STORY STRONG —WALL HIGH STRENGTH WOOD SHEARWALL TWO-STORY STACKED FLOOR SECTION STRONG —WALL HIGH STRENGTH WOOD SHEARWALL .... 1') `-1 •••••• PLACE STRONG —WALL HIGH STRENGTH WOOD SHEARWALL •••••• •.•••• OVER THREADED RODS AND SECURE WITH HEAVY BEARING PLATES DRILL 2" DIAMETER x 1" DEEP ••;••• ...... AND HEAVY HEX NUTS (PROVIDED). DO NOT USE AN IMPACT HOLE OR NOTCH 2"x2"x1" DEEP •••••• •••o•• WRENCH. USE 1%" WRENCH FOR 1" HEAVY HEX NUT. TIGHTEN MAX. IN SHEATHING & RIM JOIST. •••o ••• •••••• ANCHOR NUTS FINGER TIGHT + h TURN. WSWH ANCHOR BOLTS SET LOWER HEAVY HEX NUT FLUSH •••••• •••�•• EXTEND 6X2" ABOVE TOP OF FLOOR SHEATHING WITH TOP OF SHEATHING. WSWH SHEAR TRANSFER PLATE SHALL SIT FLUSH & LEVEL ON NUTS SIMPSON A34 EACH SIDE COUPLER NUT AND THREADED RODS (INCLUDED WITH WSWH—RF_KT) ALIGN HOLES WITH ANCHOR RODS WSWH SHEAR TRANSFER PLATE (INCLUDED WITH WSWH—RF_KT) ISOMETRIC VIEW LY2" MAX., TYP. SOLID DF/SCL BLOCKING UNDER CENTER OF • BLOCKING TO RIM JOIST WITH 16d COMMON OR SDSY4"x3V. EXACT SPACING NOT CRITICAL SILL PLATE ANCHORAGE PER S1.2 SEE SHEET S7.0 FOR ANCHORAGE SOLUTIONS INTERIOR ELEVATION STRONG —WALL HIGH STRENGTH OWOOD SHEARWALL •••••• ...... SOLID DF/SCL BLOCKING •••••• ...... UNDER CENTER OF •••••• ...... STRONG —WALL HIGH ••�••• ...:.. STRENGTH WOOD •••••• ...... SHEARWALL. TOTAL ••.••• ...:.. THICKNESS OF RIM JOIST AND SOLID BLOCKING ' WSWH SHEAR SHALL BE SUFFICIENT TO PROVIDE FULL BEARING •• •• TRANSFER PLATE BENEATH THE WSWH 10dx2V MIN. JOIST HANGER (IF REQUIRED) NAILS TO RIM (NOT PROVIDED) t-i ti FLOOR FRAMING AT PER PLAN. WHERE FRAMING LTP4 IS PARALLEL TO WALL, INSTALL BLOCKING WITHIN 6" OF EACH END OF NSHALLONG EXTERIOR ELEVATION DEPTH MATCH FLOOR FRAMING FIRST FLOOR AT WOOD FRAMING NOTES : 1. ORDER FIRST FLOOR CONNECTION KIT SEPARATELY (WSWH—RF_KT) 2. USE ALTERNATE DETAIL 8/S7.2 TO ACHIEVE MAXIMUM ON —CONCRETE ALLOWABLE LOADS 3. FOR TWO—STORY STACKED STRONG —WALL HIGH STRENGTH WOOD SHEARWALLS WITH WOOD FIRST FLOOR, USE ALTERNATE DETAIL 8/S7.2 4. DESIGNER SHALL DESIGN FOR SHEAR TRANSFER FROM RIM JOIST TO SILL PLATE AND SILL PLATE TO FOUNDATION SCALE: NONE SCALE: NONE SCALE: NONE 0 TWO-STORY STACKED WSWH 0 TOP OF 1ST STORY PANEL CONNECTION WSWH—TP TOP CONNECTION TOP PLATES NOT SHOWN FOR CLARITY 01 ATTACH MSK HOLDOWN TO 1s' STORY WSWH PANEL USING 10dx2Y2" MIN. NAILS SCALE: NONE Y", ° ° ° ° ° °° ° ° ° ° ° ° °° °°° °. ° ° ° ° ° °° ° ° ° ° ° °°° °° °°° ° 00 ° ° °°° FYP. ° ° ° ° ° L000l° INTERIOR ELEVATION MAX. 36" SHIM AS NECESSARY FOR TIGHT FIT NOTCH 36"x3-"xPANEL THICKNESS IN THE TOP CORNERS OF THE PANEL TO ACCOMMODATE TUE AA4zv uni nnumi MSK HOLDOWN 1ST STORY STRONG —WALL HIGH STRENGTH WOOD SHEARWALL ISOMETRIC VIEW ALTERNATIVE TOP OF 1ST STORY PANEL CONNECTION %" SHIM AS NECESSARY 1 ST STORY STRONG —WALL HIGH STRENGTH WOOD SHEARWALL FIRST FLOOR AT WOOD FRAMING 0 cc m UQ) Z cz — a) cf) .. w C\2 o co 00 r'o 0 a� Lo 00 N N �o o c o +� wU� o a) C\2 Lo U Z Lo 00 C\2 + U) ao 0 C\2 U N w Q o N 00 p � NI �_ N r i N w w a O ti (V 0 00 0 OL4 � Q Ca w x N Q LLJ Q m� M� (N ~ M Of w N W } a v o z z w r-01 4� Q 4� � N o c Lt S762 mmmm� WALL PLATE NAILING PER UPPER WALL: UPPER WALL: UPPER WALL: UPPER WALL: SCHED. FOR UPPER WALL BEARING/SHEARWALL PER WALL PLATE NAILING PER BEARING/SHEAR WALL WALL PLATE NAILING PER BEARING/SHEAR WALL WALL PLATE NAILING PER BEARING/SHEAR WALL PLAN AND SCHEDULE SCHED. FOR UPPER WALL PER PLAN AND SCHEDULE SCHED. FOR UPPER WALL PER PLAN AND SCHEDULE SCHED. FOR UPPER WALL PER PLAN AND SCHEDULE FLOOR NAILING PER NOTE: NO WALL ABOVE AT SIM. NOTE: NO WALL ABOVE AT SIM. STRUCTURAL NOTES FLOOR NAILING PER FLOOR NAILING PER STRUCTURAL NOTES P.E.N. PER UPPER WALL STRUCTURAL NOTES P.E.N. PER UPPER WALL FLOOR NAILING PER STRUCTURAL NOTES 4'-0" P.E.N. PER UPPER WALL NOTE: IF PANEL SHEATHING REMOVED NOTE: NOTE: IF BLOCKING PANEL REMOVED P.E.N. PER UPPER WALL ol BLKG. PANEL AT ONE BAY FOR FOR MECH./PLUMBING, RE: S1.1 FOR ADDITIONAL AT ONE BAY FOR FOR MECH./PLUMBING, (20) 12d RELOCATE PLATE NAILING/FRAMING ANCHORS REQUIREMENTS AT SHEARWALLS RELOCATE PLATE NAILING/FRAMING ANCHORS TJI BLOCKING PANEL 10d ® 6" O.C. NOTE: TO ADJACENT BAYS TO ADJACENT BAYS RE: S1.1 FOR ADDITIONAL LSL RIM JOIST � REQUIREMENTS AT SHEARWALLS I NOTE: LSL RIM JOIST & BLKG. RE: S1.1 FOR ADDITIONAL TOP PLATE ri nn REQUIREMENTS AT SHEARWALLS P.E.N. PER LOWER WALL TJI PER PLAN NOTE: RE: S1.1 FOR ADDITIONAL P.E.N. PER LOWER WALL JOIST PER PLAN TJI PER PLAN REQUIREMENTS AT SHEARWALLS TJI PER PLAN STUDS WALL AND CEILING WALL AND CEILING P.E.N. PER LOWER WALL WALL AND CEILING P.E.N. PER LOWER WALL WALL AND CEILING PER ARCH. _ PER ARCH. PER ARCH. PER ARCH. LOWER WALL: BEARING/SHEARWALL PER NOTE: RE: 1/S9.0 FOR LOWER WALL: BEARING/SHEAR WALL NOTE: RE: 1/S9.0 FOR LOWER WALL: BEARING/ SHEAR WALL NOTE: RE: 1/S9.0 FOR LOWER WALL: BEARING/ SHEAR WALL NOTE: SPLICE &NAIL TOP PLATES ADDITIONAL INFO. ADDITIONAL INFO. ADDITIONAL INFO. AS SHOWN ® ALL EXTERIOR, PLAN AND SCHEDULE PER PLAN AND SCHEDULE PER PLAN AND SCHEDULE PER PLAN AND SCHEDULE PLUMBING, PARTY & SHEAR SCALE: 3/4 "= 1'-0" JOISTS PARALLEL SCALE: 3/4 "= 1'-0" JOISTS PARALLEL SCALE: 3/4 "= 1'-0" JOISTS PERPENDICULAR SCALE: 3/4 "= 1'-o" JOISTS PERPENDICULAR SCALE: 3/4 "= 1'-0" AND AT ROOF. ❑1 TYPICAL EXTERIOR WALL TO FRAMING ❑2 TYPICAL INTERIOR WALL TO FRAMING ❑3 TYPICAL INTERIOR WALL TO FRAMING E4] TYPICAL EXTERIOR WALL TO FRAMING 05 TYPICAL TOP PLATE SPLICE JOISTS PARALLEL JOISTS PARALLEL JOISTS PARALLEL JOISTS PARALLEL PLATE NAILING PER SHEARWALL SCHED. TYP. SHEARWALL SHEATHING & CONTINUE WALL SHEATHING FROM NAILING PER SCHED., TYP. BELOW TO RIM PER SECTIONS 1, SEE DETAIL 6 THIS SHEET FOR NOTE: PROVIDE WEB STIFFENERS 2 & 3/S1.1 W/PANEL EDGE NAILING TO RIM. ELSE PROVIDE BALANCE IF REQUIRED BY JOIST MFR. BUNDLED JOISTS PER PLAN JOIST HANGER TO MATCH LAP JOIST 4" TOP PLATE RIM TO TOP PLATE A35/LTP4 RIM TO TOP PLATE A35/LTP4 RE: S1.1 FOR ADDITIONAL (2) 0.162 X 3.5" NAILS AT JOISTS - SEE STRUCTURAL SECURE TO BEAM W/" SPLICE SEE 5 PER SHEARWALL SCHED., TYP PER SHEARWALL SCHED., TYP. REQUIREMENTS AT SHEARWALLS 12" O.C. EA. SIDE STAGGERED 06103 U.N.O. (3) 0.131 DIA. X 2.5 MIN. THIS SHT. PLYWOOD p�R PLAN TOENAILS BLOCKING AT TOENAILS HANGERS PANEL BLOCKING �\ a AS REQ. AT NON BEARING WALLS STUDS AT HEADERS: (2) 2X4 IN. z W J 16" O.C. TYP. N � U.N.O. NOTE: RE: S1.1 FOR ADDITIONAL JOIST PER PLAN TYP. JOIST PER PLAN TYP. ir REQUIREMENTS AT SHEARWALLS PROVIDE INTERIOR CROSS WALL WEB FILLER BLOCKS JOIST PER "I" JOISTS PER PLAN SOLID OR JOIST KING STUD-TYP. OR BEAM AT 12' O.C. ELSE PLAN JOISTS T BUILT UP BLOCKING SEE DETAIL "A" FACE NAIL W/ ---/ DOUBLE JOIST MIN. BLOCKING AT 6' O.C., TYP. JOIST HANGER JOIST HANGER TO MATCH JOISTS PER PLAN FOR BALANCE 0.131" X 3" ® 8" O.C. AT BEARING WALLS SHEATHING AND NAILING PER DOUBLE JOIST MIN. SHEATHING AND NAILING PER -- JOISTS -SEE STRUCTURAL NOTES SECTION 06103 U.N.O. BEAM PER PLAN STAGGERED TYP. TRIMMER STUDS: 1 TRIM STUD FOR OPENINGS UP TO 6'-0- WIDE AT NON -BEARING WALLS (1) TRIMMER STUD SHEARWALL SCHED. TYP. SHEARWALL SCHED. TYP. PER PLAN (2) TRIM STUDS FOR OPENINGS GREATER THAN 6'-0" NOTE: FIRE AND SOUND NOTE: FIRE AND SOUND "I" JOIST DIMENSIONAL LUMBER A: FLUSH BEAM B: DROPPED BEAM C: PARTIAL DROP UNLESS NOTED OTHERWISE PER PLAN RATING INFORMATION PER RATING INFORMATION PER SCALE: 3/4" = 1'-0" ARCH. SCALE: 3/4" = 1'-0" ARCH. SCALE: 3/4" = 1'-0" 3/4" = 1'-0" SCALE: NONE © TYPICAL PARTYWALL ❑7 TYPICAL PARTYWALL AT STEP Al TYPICAL BUILT-UP BEAM 09 TYPICAL FRAMING TO BEAM X TYPICAL HEADER AT STRUCTURAL WALL NOTE: SEE ARCH. FOR STAIR DIMENSIONS AND BLOCKING REQUIREMENTS 0.148"X3.25" ® 4" O.C. L = HORIZONTAL RUN STAGGERED 2X12 STRINGERS FOR L<84" 1.75X14 LVL STRINGERS FOR 84"<L<140" A35 MST 37 CONT. RIM JOIST TOP PLATES E-E BEYOND TOP PLATE CONT. RIM JOIST TOP PLATE — — — — — — — - — — WALL STUD 1 1 /2" MIN. —L6.i;.,3 LAS1,13 LANDING STRINGERS II II II II TR PROVIDE (4) LTP4 uu ini EACH SIDE OF DROPPED BEAM BEAM PER PLAN BEAM PER PLAN vv LJ II II W = WIDTH (3) STRINGERS FOR W<42" j/2" VERIFY (4) STRINGERS FOR 42"<W<48" ELEVATION AT WALL SECTION E-E AT WALL SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" 11 TYP. TOP PLATE SPLICE AT DROPPED BEAM 12 TYP. TOP PLATE SPLICE AT DROPPED BEAM 13 NOT USED 14 NOT USED J51 TYPICAL STAIR FRAMING MANUFACTURED RAIL NOTE: UPPER WALL: SYSTEM AND RE: S1.1 FOR ADDITIONAL BEARING/SHEAR WALL PER SEE ARCHITECTURAL FOR CONNECTION DESIGN REQUIREMENTS AT SHEARWALLS UPPER WALL: PLAN AND SCHEDULE ALL FLASHING DETAILS BY OTHERS WALL PLATE NAILING PER BEARING/SHEARWALL PER POST - WRAP PER ARCH. SCHED. FOR UPPER WALL PLAN AND SCHEDULE P.E.N. PER UPPER WALL WALL PLATE NAILING PER FLOOR NAILING PER P.E.N. PER UPPER WALL SCHED. FOR UPPER WALL 2X LEDGER RIM &BLKG. 6X6 POST WITH ABU66Z STRUCTURAL NOTES P.E.N. PER LOWER WALL FLOOR NAILING PER REQ. 1 5/8 MIN. 5 MAX. I • BEAM - ALIGN WITH CENTER OF WOOD POST LSL BLOCKING @ HDR DIAPHRAGM STRUCTURAL NOTES SN .. CONDITION, U.N.O. NAILING zol j.................................. BLOCK FLOOR LTP4 A35 DIAPHRAGM EDGES PER SW BLOCK FLOOR DIAPHRAGM EDGES SCHEDULE cV TRIM RE: ARCH. \x i z P.E.N. PER I I BEAM TO POST W/ EPCZ i�i �� LOWER WALL i� �� � � TJI PER PLAN I (2)--1/2"O LAG SCREWS W/ 2" I I POST CAP JOIST PER PLAN `-� - BEAM/HDR 2X RIM JOIST MIN. F�ENETRATION TO RIM AT I 24" O.C. STAGGERED. MAY BE I FLUSHBEAM OR ® SIM. SOLID/TJI REPLACED W/Y"0 THROUGH I BOLTS W/WASHERS. I HEADER PER PLAN _ BLOCKING P.E.N. PER LOWER WALL SIMPSON DTT1Z ® 4 LOC'S EVENLY LOWER WALL: WALL AND CEILING BEAM/HDR ®SIM. PER ARCH. DISTRIBUTED ALONG DECK AND ONE BEARING/SHEARWALL LOWER WALL: WITHIN 2" OF EACH END OF LEDGER. PER PLAN AND SCHEDULE RE: S1.1 FOR ADDITIONAL BEARING/SHEARWALL PER NOTE: PROVIDE WEB INSTALL W/-WLAG SCREW W/ MIN 4" EMBED & )SD #9X1-1/2". REQUIREMENTS AT PLAN AND SCHEDULE SHEARWALLS REINFORCING PER JOIST SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0° JOISTS PERPENDICULAR 3/4" = 1'-0" MANUFACTURER REQUIREMENTS JC NOT USED 17 NOT USED 18 TYPICAL DECK DETAILS J9] TYPICAL LOAD TRANSFER DETAIL 20 TYPICAL CANTILEVER FLOOR DETAIL 0 cc m U Z a) cz — a) cf) .. w o co r'o 0 a) Lo 00 N cf) �o o C\2 (T c a� W U -6 o °' c\2 Lo U z Lo C\2 + ao C U w Q C)NI C1400 p 0 � �_ N r i N w w o� 0 ti (V 0 04 00 0 O � Q w N QLLJ � m (N ~ O w N W } a o z z w WJ r T� �-I O 00 O ct O U ct � N ; S900 8d ® 6" O.C. ROOF FRAMING PER PLAN L-- T P \\\\ 1 EAVE PER ARCH. 2X4 BLOCKING EA. BRACE - - \ i 20 EDGEWISE @ 24" O.C. (6) 12d - - - / \ \ GABLE END TRUSS PROVIDE (2) 2X4 DIAGONAL BRACE \ \ \ - A35 AT 4 O.C.- 12d ®6" O.C. PLATE FLAT 2X BRACE NOTE: DIAGONAL BRACE REQUIRED - - - - - PANEL EDGE � WHEN CROSSWALLS ARE GREATER THAN OTE: NAILING 8' APART FOR A 2X4 FLAT BRACE I PROVIDE 2X4 DIAGONAL 10' APART FOR A 2X6 FLAT BRACE (BRACE WHEN CROSSWALLS I SHEARWALL z -4-SEE 12' APART FORA 2X8 FLAT BRACE LARE MORE THAN 12' APART SCHEDULE SCALE: 3/4" = 1'-0" 01 TYPICAL TRUSS BRACING AT END WALLS ❑2 ^^OF TRUSSES R PLAN - ) ROOF TRUSS CLIPS AT ' O.C. W/ NAIL IN )TTED HOLE TO ALLOW ZTICAL TRUSS MOVEMENT 4 @ 48" RYWALL STOP 5" O.C. TO WALL PLATE X �Q CEILING FASTENERS FROM WALL TO ALLOW S CHORD MOVEMENT iNBEARING WALL - WALL PERPENDICULAR (2) 12d EA. END SCALE: 3/4" = 1'-0" © TYPICAL NONBEARING WALL SUPPORT GABLE END TRUSS DESIGNED FOR 150 PLF DRAG LOAD APPLIED AT TOP CHORD AND TRANSFERRED TO BOTTOM CHORD, U.N.O. ON PLAN- A35 ® 10" O.C., TYP. (3) 8d TO BLOCK - TYP. TRUSSES PER PLAN DRAG TRUSS - DESIGN FOR 150 PLF DRAG LOAD APPLIED AT TOP CHORD AND TRANSFERRED TO BOTTOM CHORD, U.N.O. ON PLAN P.E.N., TYP. 8d AT 6" O.C. 2X4 W/ (2) 0.131" X 3" NAILS TO EACH TRUSS TYP. 1 1� L DIAG. BRACE @ 8' O.C. W/ (6) 0.131" X 3" TO BLOCK 0.131"X3" TOENAIL ® 6" O.C, TYP. BOTT. PL NAILING PER SW SCHED. FOR LOWER SHEARWALL SHEATHING AND NAILING PER SHEARWALL SCHED. TYP. TRUSS DETAIL AT STEP A35 BLOCKING CHORDS TO TRUSS CHORDS - ALTERNATE NEAR AND FAR SIDES 8d ® 6" (1 BLOCKING/D 250 PLF 0 ELEVATION A -A PROFILE - CONNECT BLOCKING BOTTO CHORD TO WALL TOP PLA1 PER SHEARWALL SCHEDULE SECTION TYPICAL INTEERIOR SHEARWALL TO TRUSS 2x8 FLAT VALLEY ATTACH TO TRUSSES W/(3) 10d PRE -FABRICATED ROOF TRUSS ® 24"OC (TYP.) --2x8 RIDGE BEAM (ATTACH TO 2x8 VALLEY MEMBERS \ W/(4) 8d TN) PROVIDE BLOCKED 2'x4' OPNG FOR ATTIC VENTILATION. CONTINUE ROOF SHEATHING UNDERNEATH OVERFRAMING. 2x RAFTER @ 24"OC W/(3) 8d TN EA. END (USE 2x4 IF SPAN < 6'-0" GIRDER TRUSS USE 2x6 IF SPAN > 6'-0"). ❑7 TYPICAL OVERFRAMING NOTE: FIRE AND SOUND RATING 8d AT 6" O.C. INFORMATION PER ARCH. (3) 8d TO BLOCK - TYP. 2X4 W/ (2) 0.131" X 3" A35 @ 10" O.C., TYP. NAILS TO EACH TRUSS TYP. 1 1� T-- TRUSSES PER PLAN L DIAG. BRACE ® 8' O.C. W/ (6) 0.131 X 3" TO BLOCK GABLE END WALL/DRAG TRUSS - DESIGN FOR 150 PLF DRAG 0.131» X3 TOENAIL ®6» O.C. LOAD APPLIED AT TOP CHORD AND TRANSFERRED TO BOTTOM SHEATHING AND NAILING PER CHORD, U.N.O. ON PLAN SHEARWALL SCHED. TYP. TYPICAL PARALLEL 12 TRUSSES AT PARTY WALLS PLATE ❑3 OVERFRAMING PER 7/S9.1 12d @ 6" O.C. T.N. OR A35 FRMG ANCHOR ® 2'-0" O.C. W/ (8) 8d / NAILS ROOF TRUSSES PER PLAN 2 X 4 BLKG ® 48" W/ (2) 16d TOENAIL EA. END SEE SHEARWALL SCHEDULE SHEARWALL TYPICAL INTERIOR SHEARWALL TO TRUSS ROOF SHEATHING/DIAPHRAGM 8d ® 6"OC .l GT SEE 16/S9.1 I I TRUSS HANGER PER TRUSS MFR. EXT. SHEARWALL PER PLAN PRE -FABRICATION ROOF TRUSS ® 24"OC NOTE: GT HAS BEEN DESIGNED TO TRANSFER SCALE: 3/4" = 1'-0" REQUIRED LATERAL LOAD. Lj] TYPICAL TRUSS TO GT CONNECTION NOTE: FIRE AND SOUND RATING INFORMATION PER ARCH. GABLE TRUSS: 8d AT 6" O.C. DESIGN FOR 150 PLF DRAG LOAD APPLIED AT TOP CHORD AND TRANSFERRED TO BOTTOM CHORD, U.N.O. ON PLAN PROVIDE 2X10 BOTTOM CHORD AT GABLE TRUSSES OVER PARTY WALLS OVERFRAMING RE: 7/S9.1 NOT SHOWN FOR CLARITY J DU HANGER W/ (4) 0.25X3.5 SDS TRUSSES PER PLAN SCREWS OVER GYPSUM SHEATHINC 0.131 "X3" TOENAIL @ 6" O.C. NOTE: PROVIDE FULL BEARING OM WALL PLATE FOR GIRDER A35 @ SPACING PER SW SCHED. TRUSSES FOR LOWER WALL (48"O.C. MIN.) FROM GABLE TRUSS TO TOP PLTS SHEATHING AND NAILING PER SCALE: 3/4" = 1'-0" SHEARWALL SCHED. TYP. 13 TRUSSES AT PARTYWALL (PERPENDICULAR) TRUSS TO WALL CONNECTION OPTIONS # OF TRUSS PLIES CONNECTOR TO TRUSS TO TOP PLATES 1 H1 (6) 0.131" X 1.5" (4) 0.131" X 2.5" 1 H2.5A (5) 0.131" X 2.5" (5) 0.131" X 2.5" 1 SDWC15600 - - 2 H10-2 (9) 0.148" X 1.5" (9) 0.148" X 1.5" 2 (2) H2.5A (5) 0.131 X 2.5" EA. (5) 0.131" X 2.5" EA. 2 (2) SDWC15600 - - 3 (3) SDWC15600 - - ADD A35 ® 48"O.C. FOR H2.5A AND SDWC STYLE CONNECTIONS ROOF FRAMING PER PLAN 8d AT 6" O.C. 2X VENTED BLKG. TRUSS TO WALL CONNECTION OPTIONS # OF TRUSS PLIES CONNECTOR TO TRUSS TO TOP PLATES 1 H1 (6) 0.131" X 1.5" (4) 0.131 " X 2.5" 1 H2.5A (5) 0.131" X 2.5" (5) 0.131" X 2.5" 1 SDWC15600 - - 2 H10-2 (9) 0.148" X 1.5" (9) 0.148" X 1.5" 2 (2) H2.5A (5) 0.131 X 2.5" EA. (5) 0.131 X 2.5" EA. 2 (2) SDWC15600 - - 3 (3) SDWC15600 - - ZOOF FRAMING PER PLAN 3d AT 6" O.C. ?X VENTED BLKG. ).131" X 3" TOENAIL J 6" O.C. EPA H2.5A & SDWC15600 STYLE COMMON/GIRDER TRUSS H2.5A & SDWC15600 STYLE I II COMMON/GIRDER TRUSS PER PLAN PER PLAN TRUSS TO WALL CONNECTION TO EACH H1 STYLE BEARING/SHEAR WALL PER TRUSS TO WALL CONNECTION TO EACH H1 STYLE BEARING/SHEAR WALL PER TRUSS PLY PER TABLE ABOVE PLAN AND SCHEDULE TRUSS PLY PER TABLE ABOVE PLAN AND SCHEDULE SCALE: 3/4 "= 1'-0" (BEAM/HEADER AT SIMILAR) SCALE: 3/4 "= 1'-0" (BEAM/HEADER AT SIMILAR) ® TYPICAL TRUSS TO WALL ❑5 TYP. RAISED HEEL TRUSS TO WALL 0 0 0 U Z Q) -) cz � w o n 00 Q0 0 L a) z �j Lo 00 C\2 N M 6 o 7 c o Q) +-) W o :) o °' C\2 Lo U D u z Lo 00 C\2 + U o 00 6 C C\2 U U) w Q o 00 p � NI ro ro - _ N r N w w o� 0 ti (V 0 00 0 z o w � Q > w r4 N Q >- ci m M (N ~ w N w a v o z z w CA wJ ct O� ct o U c� N � � 7 UNIT 3/4" FLOOR SHEATHING OVER FLOOR TRUSSES SEE FRAMING PLANS FOR JOIST SIZE AND SPACING 2x4 BILKING @ 24" O.C. z a z SCREW TO /„ GWB BLOCKING 2x4 FRAMING SOFFIT 1-1/2" = T-0" VARIES - SEE PLANS 2x4 BLOCKING AT 24" O.C. SCREW TO BLOCKING--' —WHERE FURRED CLG. MEETS COMMON WALL CARRY GW . m SECTION 6 D1 SEE FRAMING PLANS FOR FRAMING SIZE AND CONTINUOUS THRU SPACING 2 2 4 4 GWB OVER CONCEALED SPACES SHALL 2x4 FRAMING. D1 BE FIRESTOPPED IN BOTH **NOTE: USE %" TYPE DIRECTIONS AT 10'-0" ON CENTER 'X' GWB AT GARAGE 1 8 CEILING SOFFIT @COMMON WALL THE PURPOSE OF THIS DETAIL IS TO INDICATE TYPES OF LOCATIONS OF WALL, CEILING AND FLOOR PENETRATIONS THAT NEED TO BE FIRESTOPPED IN ACCORDANCE WITH SECTION R302 OF THE 2015 IRC. THE THICK LINES IN THE DETAIL INDICATE A PENETRATION BY A PIPE, CONDUIT, VENT, ETC., WHETHER PLASTIC (COMBUSTIBLE) OR NON-COMBUSTIBLE. IN GENERAL THESE PENETRATIONS (OR THE ANNULAR SPACE AROUND THEM) WOULD COMPROMISE THE INTEGRITY OF THE FIRE -RATED ASSEMBLY UNLESS IT WERE CLOSED OFF AND PROTECTED DURING A FIRE. SEPARATION WALLS BETWEEN UNITS ARE FIRE -RATED WALLS. WALLS WITHIN UNITS ARE NOT RATED WALLS (EVEN THOUGH THEY MAY HAVE RATED WALLBOARD) AND THEREFORE PENETRATION OF THE WALLBOARD NEED NOT BE PROTECTED. HOWEVER, PENETRATION OF THE TOP AND BOTTOM PLATES OF UNRATED WALLS INTO A RATED FLOOR ASSEMBLY NEEDS TO BE FIRESTOPPED. THE CONTRACTOR SHALL DETERMINE FIRESTOPPING FOR EACH SITUATION, AND TESTED ASSEMBLIES SHALL BE SUBMITTED TO THE ARCHITECT AND THE CITY IN ACCORDANCE WITH THE "DEFERRED SUBMITTALS" SECTION ON THE COVER SHEET. PLUMBING OR MECHANICAL EQUIPMENT, DUCTS OR VENTS ARE NOT PERMITTED IN THE CAVITY OF THE 2-HOUR WALL. ELECTRICAL INSTALLATIONS SHALL BE INSTALLED IN ACCORDANCE WITH THE ELECTRICAL CODE. PENETRATION BY ELECTRICAL OUTLET BOXES SHALL BE IN ACCORDANCE WITH SECTION R302.4.2 PENETRATIONS INTO SLAB -ON -GRADE NEED NOT BE PROTECTED. PENETRATION LOCATIONS 13 r r\ rl r I r, r -T r1 fi fi I A I ROOF TRUSSES AT 24" OC *EXTRA%" TYPE X PROVIDED FOR ADJACENCY TO CANTILEVERED FLOOR. SEE 7/D1. FIBER CEMENT SOFFIT O/ *(1) LAYER %" TYPE 'X' GWB O/ (2) LAYERS 5/8" TYPE 'X' GWB 1 HR-RATED EXTERIOR 1VA��►t�l�1i 1 HR. GA File No. RC 2602 Base layer 5/8" type X gypsum wallboard applied at right angles to wood roof trusses 24" o.c. with %4" Type W or S drywall screws 24" o.c. Face layer 5/8" type X gypsum wallboard or gypsum veneer base applied at right angles to trusses with 1%" Type W or S drywall screws 12" o.c. at joints and intermediate trusses and 1%" Type G drywall screws 12" o.c. placed 2" back on either side of end joints. Joints offset 24" from base layer joints. Wood trusses supporting)/2" wood structural panels applied at right angles to trusses with 8d nails. Appropriate roof covering. Ceiling provides one hour fire resistance protection for trusses. TYPICAL 1-HOUR ROOF/CEILING 1-1/2" - T-O" INSULATION AND ENERGY NOTES Insulation - General All insulation materials shall be installed according to the manufacturer's instructions to achieve proper densities, and maintain uniform R-values. Substantial contact of the insulation with the surface being insulated is required. Where required, insulation shall be installed with clearances according to manufacturer's specifications. Insulation shall be installed so that required ventilation is unobstructed. For blown or poured loose fill insulation clearances shall be maintained through installation of a permanent retainer. Insulated Roors Floor insulation shall be installed in a permanent manner in substantial contact with the surface being insulated. Insulation supports shall be installed so spacing is no more than twenty-four inches on center. Floors separating conditioned space from unconditioned space shall have a vapor barrier installed. Vapor barrier shall be installed on the warm side of the insulation. The vapor barrier shall have a one perm dry cup rating or less (i.e. four mil. polyethylene or kraft faced material) The floor sheathing may be used as the vapor barrier if rated (and so stamped) at one perm (max.) Otherwise place vapor barrier on top of joists before placing sheathing. Exterior Walls All wall insulation shall fill the entire cavity. Exterior wall cavities isolated during framing shall be fully insulated to the levels of the surrounding walls. All faced insulation shall be face stapled to avoid compression. Walls separating conditioned space from unconditioned space shall have a vapor barrier installed. Faced bait insulation shall be face stapled. Vapor barrier shall be installed on the warm side of the insulation. Exterior wall separating conditioned spaces from unconditioned spaces shall have continuous R-4 insulation on the exterior side of the wall. Air Leakage These air leakage notes apply to those locations separating outdoor ambient conditions from inferior spaces that are heated or mechanically cooled. Exterior joints around windows and door frames, between wall cavities and window or door frames, openings between walls and foundation, between walls and roof and wall panels; openings at penetrations of utility services through walls, floors and roof; and all other openings in the building envelope shall be sealed, caulked, gasketed, or weathersfripped to limit air leakage in a manner approved by the building official. Water Row All shower heads and kitchen sink faucets installed in the units shall be rated at 1.75 GPM or less and all other lavatory faucets shall be rated at 1.0 GPM or less. c� 0 i J Q H w 0 i N N SECTION Doors All exterior doors or doors serving as access to an enclosed unheated area shall be weathersfripped to limit leakage around their perimeter when in a closed position. The thermal transfer characteristics of insulated doors shall be U-value 0.24 or better as indicated on the unit plans. Windows Glazing U-values for windows and SGD shall be U-value 0.25 or better as indicated on the unit plans. Windows shall screened or be furnished with screened outdoor air inlets as indicated on the Unit Electrical plans. Screening shall protect unit from entry by insects, leaves, or other material. Inlets shall have a controllable and secure opening and be capable of a total opening area of not less than four (4) square inches and tested by a nationally recognized standard or approved agency and located to avoid drafts. Roof/Ceiingl: Roof/Ceiling insulation: Open -Blown or poured loose fill insulation may be used in attic spaces where the slope of the ceiling is more than 4 in 12 and there is at least 44 inches of clear distance from the top of the bottom chord of the truss or ceiling joist to the underside of the sheathing. When eave vents are installed, baffling of the vent openings shall be provided so as to deflect the incoming air above the surface of the insulation. Baffles shall be rigid material, resistant to wind driven moisture. When feasible, the baffles shall be installed from the fop of the outside of the exterior wall, extending inward, to a point six inches vertically above the height of noncompressed insulation, and twelve inches vertically above loose fill insulation. Baffles shall be in place at the time of framing inspection. Where the ventilation space above the insulation is less than an average of twelve inches roof ceiling assemblies shall be provided with a vapor barrier having a 0.5 perm cup rating or less. Faced baft insulation where used as a vapor barrier shall be face stapled. Vapor barriers shall be installed on the warm side of the insulation. ATTIC i i PARTY WALL WOOD FLOOR 7 1-HR WALL BEYOND ROOF BELOW ATTIC INTERIOR TYPICAL NON -BEARING PENETRATION WALL INDICATION UNIT SEPARATION WALL WOOD WOOD FLOOR i FLOOR GARAGE N.T.S. GARAGE SECTION OR II VAPOR'RETARDER. PVA PRIMER SHALL BE DEEMED TO MEET THIS FIBER CEMENT SOFFIT REQUIREMENT GIVEN IT HAS A PERM OVER ROOF TRUSSES. ADD %" RATING OF 1.0 OR LESS. PLYWOOD & 2x FURR STRIPS TO MATCH DEPTH WHEN ADJACENT TO 1-HOUR CEILING AT UNIT AT EXTERIOR LOW ROOF 10 TYPICAL ROOF/CEILING 1 1/2" = 1-0° SECTION PROVIDE A MINIMUM OF 30" HEADROOM CLEARANCE ROOF TRUSS SOLID '�— BLOCKING II I I I II WEATHERSTRIPPING 24" TRIM 5/8" GWB CLG. 3" x %" GWB SHEAR DIAPHRAGM, WHERE OCCURS, SHALL BE PLACED BETWEEN STUDS AND CONT. INSUL. R-4 CONTINUOUS INSULATION STUDS @ 16" OC is Uvvt5 EACH SIDE MEANS AND METHODS OF PROVIDING PROTECTION AT BOTH MEMBRANE AND THROUGH PENETRATIONS WILL BE PROVIDED BY CONTRACTOR AS A DEFERRED SUBMITTAL. SEE DEFERRED SUBMITTAL NOTES ON COVER SHEET. GARAGE - TO - UNIT WALL 3" = T-0" —%4" T&G PLYWOOD SUBFLOOR OVER" TJI'S PER F DUCT INSULATED EXT. WALL SIDING PER ELEVATION R-4 RIDGED INSULATION WRB O/ SHEATHING------- ---- ----- 2 I S U�RIVI LA�TI O UNINSULATED EXT. WALL @ GARAGE CONTINUE R-4 INSULATION WHEN ADJACENT TO INSULATED EXT. WALL SIDING PER ELEVATION WRB O/ -- SHEATHING ---------XA 2 ��V 6 14� 6 �8" GWB OVER 2x6 STUDS AT 16" O.C. PROVIDE !� Y8" GWB OVER 2x CLASS I OR II VAPOR RETARDER ON WARM SIDE STUDS AT 16" O.C. TYP. OF WALL ASSEMBLY. PVA PRIMER SHALL BE DEEMED TO MEET THIS REQIRMENT GIVEN IT HAS A PERM RATING OF 1.0 OR LESS. EXTERIOR WALL PLAN ��� 3" = T-0" PLAN (1) LAYER %s" GWB UNIT (INSULATE WHEN SEPARATING GARAGE FROM LIVING SPACE) I I TIYPEYX' WB AT GARAGE ONLY DUCTS PENETRATING FIRE RATED GARAGE CEILING SHALL BE MIN. 26-GAUGE STEEL. GARAGE OR CRAWLSPACE SEE DETAIL 13/D1 TYPICAL FLOOR 1-1/2" — T-0" SECTION (2) LAYERS %" ADD (1) LAYER %" TYPE 'X' GWB PER GA TYPE 'X' GWB GENERAL EXPLANATORY NOTE 12 WHEN INSULATION IS ADDED TO ASSEMBLY 1 HR. GA FILE NO. FC 5530 Base layer %" Type 'X' gypsum wallboard applied at right angles to wood I joists 24" o.c. with 14" Type W or Type S drywall screws 24" o.c. Face layer %" Type 'X' gypsum wallboard or gypsum veneer base applied at right angles to I joists with 1 8 Type W or Type S drywall screws 12" o.c. atjoints and intermediate I joists and 1%" Type G drywall screws 12" o.c. placed 2" back on either side of end joints. Joints offset 24" from base layerjoints. Wood I joists supporting %" wood structural panels applied at right angles tojoists with 8d nails. Ceiling provides one hour fire resistance protection for 1-joists. ATTIC ACCESS 7 1-HR FLOOR/CEILING ASSEMBLY 1 1/2" = 1'-0" SECTION 1-1/2" = T-O" SECTION WATERPROOF DECKING OVER 1/2" & 3/4" EXT. GRADE PLYWOOD z z 2x10 JOIST @ 16" O.C. 10 10 FIBER CEMENT SOFFIT BOARD OVER (2)LAYER %" TYPE 'X' GYP. WALLBOARD 1 HR. GA File No. FC5406 BASE LAYER %" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO 2X10 WOOD JOISTS 24" O.C. WITH 14" TYPE W OR S DRYWALL SCREWS 24" O.C. FACE LAYER %" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO JOISTS WITH 1%" TYPE W OR S DRYWALL SCREWS 12" O.C. AT JOINTS AND 11/z" TYPE G DRYWALL SCREWS 12" O.C. PLACED 2" BACK ON EITHER SIDE OF END JOINTS. JOINTS OFFSET 24" FROM BASE LAYER JOINTS. WOOD JOISTS SUPPORTING)/2" PLYWOOD WITH EXTERIOR GLUE APPLIED AT RIGHT ANGLES TO JOISTS WITH 8D NAILS. CEILING PROVIDES ON HOUR FIRE RESISTANCE PROTECTION FRO FRAMING, INCLUDING TRUSSES. 1-HR RATED DECK FLOOR WATERPROOF DECKING OVER 1/2" & 3/4" EXT. GRADE PLYWOOD FIBER CEMENT SOFFIT OVER FURR STRIPS. MATCH DEPTH WHEN ADJACENT TO 1-HOUR CEILING U N RATED DECK FLOOR NOTE: SHEAR DIAPHRAGM MAY OCCUR ON EITHER SIDE OF THE WALL OR ON BOTH SIDES. %" GWB OVER 2x STUDS AT 16" OC. %" GWB OVER SHEAR PANELS WHERE INDICATED ON SHEAR PLANS 2 %" GWB OVER 2x STUDS AT 16" OC. TYPICAL INTERIOR WALL 3" =1'-0" P LA N TWO LAYERS Y8" TYPE 'X' GWB OR ONE LAYER OF PLYWOOD DIAPHRAGM AND DOUBLE 2x4 WALL ON SEPARATE ONE LAYER %" TYPE 'X' GWB TO ACHIEVE PLATES WITH STUDS AT 16" OC STC RATING PER CODE 3%" ACOUSTICAL INSULATION PROVIDE VERTICAL 2 AND HORIZONTAL DRAFTSTOPS AT 10'-0" MAX. OC. FIBERGLASS 4 INSUL. FIRMLY ATTACHED. 2 5%" ACOUSTICAL INSULATION 4 NOTE: CONTINUE OSB SHEATHING T TWO LAYERS %" TYPE 'X' GWB OR ANE THE NEAREST CORNER. LAYER OF PLYWOOD DIAPHRAGM AND ONE LAYER %" TYPE 'X' GWB TO SOUND STC 59 STC (W-28-69) ACHIEVE STC RATING PER CODE 1 HR GA File No. WP 3370 ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF DOUBLE ROW OF 2X4 WOOD STUDS 16" O.C. ON SEPARATE PLATES 1" APART WITH 6D COATED NAILS, 1 7/8" LONG, 0.0915" SHANK, 1/4" HEADS, 7" O.C. JOINTS STAGGERED 16" ON OPPOSITE SIDES. HORIZONTAL BRACING REQUIRED AT MID -HEIGHT. (LOAD BEARING) INSULATION IS ADDED FOR SOUND ATTENUATION AND IS ALLOWED BY THE FIRE RESISTANCE DESIGN MANUAL, GENERAL EXPLANATORY NOTES, ITEM 10. TYP. 1-H RCO MMO�NWA LL 1-1/2" - T-0" SECTION 1-1/2" = T-O" SECTION 3" = T-0" PLAN Sheet Order: A B U F R E S D N Z U W H m U J � _ a S 25 Central Way, Suite 210 Kirkland, Washington 98033 P:425.454.7130 F:425.658.1208 Web: www.milbrandtarch.com @ Copyright 2021 Milbrandt Architects, INC., P.S. All rights reserved 11326 REGISTERED \ ARCHITECT AVID J. VINCENT STATE OF WASHINGTON AW aD IIn R32 Townhomes Anacortes, WA Landed Gentry Revisions No. Date Description Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 JH/AMS Sheet No.: D1 7 4" CONCRETE SLAB O/ R-10 RIDGED INSUL. 0/10 MIL VAPOR BARRIER O/ 4" FREE DRAINING MATERIAL O/ COMPACTED FILL e-- a a b d d G d ap. d a I I f IIII I fIIII I f IIIIIIIIIIII IIIIIIIIIIIII I 1 I I III1 i �1 I I� �I O LIVING UNITS 6 MIL VAPOR BARRIER @ GARAGES 3Y2" CONCRETE SLAB O/ 4" FREE DRAINING MATERIAL O/ COMPACTED FILL a d d d d 44 a a I II III III III III III III III' IIIIII IIIIIIIIIIIIIIIIIII 1I 11I IIIIIIIIIIIIIIIIIIIIIIII�IIIIIIII�IIIII��III O GARAGES & PATIOS c� 0 Q TYP. SLAB -ON -GRADE w i � v N 1-1/2" = T-O" SECTION N UNIT I I I GARAGE TOP OF STAIR @ GARAGE 1-1/2" = T-O" T 1%" FLOOR SHEATHING 1" SECTION 2 X 12 STRINGERS 1X8. AT 12" O.C. 20B 2x12 P.T. D1 BOTTOM PLATE d a a a d a d a a a d a 4 a d d a 1 �1 BOTTOM OF STAIR @ CONC. 1 1/2" = 1'-0" SECTION PAVING - CONC. SLOPE AWAY SLAB a � d 00 w MIN. d d a 0 0 4 d O SEE S SHEETS FOR STRUCTURAL INFORMATION 11 GARAGE APRON 3 22" CONCRETE SLAB SLOPE ?] N z co O 0 THICKEN SLAB TO 6„ A MINIMUM OF 2" BELOW GRADE ON -GRADE PORCH SLAB 4" . 4" UNIT 4 UNIT 20A D1 D2 1 20A 1" AIR D2 CONCRETE GAP SLAB 2 4 1 :;2;4 a l� aaa aao�a 1 ' I' —1 I IIII—III i 11 I IIIIII—III I I I �- I •I ZA a 1 SEE STRUCTURAL T — _ 1..� FOR FOOTING a SIZE AND REBAR DCOMMON WALL FTG. UNIT -UNIT 1 1/2" = T-O" CL SECTION 4" 4" GARAGE CONCRETE GARAGE SLAB- SEE STRUCTURAL FOR FOOTING SIZE AND REBAR 4 D1 SIM. 1" AIR 1 GAP 20B 2 4 2 D2 w_ > •I a a I P.T. PLATE GARAGE 20B vi D2 LU a CONCRETE > GARAGE SLA a a I COMMON WALL FTG. GAR. -GAR. 1-1/2" - T-O" 4„ CL 4„ SECTION UNIT GARAGE 4 1 20A D1 D2 1" AIR CONCRETE P.T. NAILER I GAP SLAB 2"x2" MAX. 2 4 12 4 Ln 20B w D2 CONCRETE � 101 < GARAGE SLAB Q T iil' l 0 ra —III—III 1 1111 I — a R-10 RIGID INSULATION a 1 I � a --�� a SEE STRUCTURAL FOR FOOTING SIZE AND REBAR COMMON WALL FTG. UNIT -GAR. 1 1/2" - T-O" SECTION SEE S SHEETS FOR STRUCTURAL INFORMATION INTERIOR WALL FOOTING P.T. PLATE I P.T. NAILER UNIT 2"x2" MAX. I 1 20A I D1 I D2 I EXTERIOR 246 a a ° SLOPE GRADE z a •I AWAY FROM g BUILDING 00 — — — — — — — — — — — 1 I I1 111 1=11 �� � I I II ;I IIIIIIIIIIII I —III a s III1 I I1 I I1 •I 4" FTG. DRAIN z ZI a R-10 RIGID INSULATION ° I a ° a 00 I 1 SEE STRUCTURAL FOR ° FOOTING SIZE AND REBAR zi a TYP. EXTERIOR WALL FOOTING 1 1/2" = T-0" P.T. PLATE GARAGE FDN. WALL STEPS SEE FDN. PLAN 20B LSLOPE GRADE Q I AWAY FROM g a Q i BUILDING 00 la I IIIIIIIIIIIIIII�,II =1 1 a .I a 4" FTG. DRAIN z a a � z" SEE STRUCTURAL o � FOR FOOTING SIZE W AND REBAR a TYP. EXTR. GARAGE WALL FTG. SECTION I I 1 D1 I I EXTERIOR I 1-1/2" = T-O" SECTION GARAGE CONCRETE SLAB �IIII���IIII� III III 1 R-10 RIGID INSULATION GARAGE r-A � SLAB AT UNIT TO GARAGE STEP 1-1/2" - T-O" GARAGE/PORCH II I DOOR THRESHOLD I I I I I X ADD STEPS AS I I I NEEDED AT II I GARAGE II I V CONC. SLAB o SLOPE Q P.T. NAILER 2"x2" MAX. o� o� D L D II—IIF III III III III III II I IIIIIIII III IIIII III IIIIII � ii III- 20B SECTION UNIT D2 SLAB -ON -GRADE SEE STRUC. FOR REINF. D D2 R-10 RIGID INSULATION SEE STRUCT. FOR FOOTING SIZE AND REINFORCEMENT THRFgHC)i r) AT CARACF/PnRCH 1-1/2" - T-0" SECTION �"� 1" - 1'-0" SECTION 1-1/2" = T-O" SECTION Sheet Order: A B U F RES D 0 N z U W H m U J � _ a S 25 Central Way, Suite 210 Kirkland, Washington 98033 P:425.454.7130 F:425.658.1208 Web: www.milbrandtarch.com © Copyright 2021 Milbrandt Architects, INC., P.S. All rights reserved 11326 REGISTERED ARCHITECT AVID J. VINCENT STATE OF WASHINGTON 7 R32 Townhomes Anacortes, WA Landed Gentry Revisions No. Date Description Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 JH/AMS Sheet No.: D2 7 FIRE -RETARDANT LET -IN OR HOLD TREATED PLYWOOD t DOWN TOP CHORD 4'-0" EITHER SIDE OF , OF GABLE TRUSS COMMON WALL. 4" 1 4.. FFOR OUTRIGGERS MTL. RAKE 7: FLASHING 2X TRIM 1x3 TRIM 2x8 FASCIA 1 'I PER PLANS WB END I TRUSS z a z a ['*—FIBER CEMENT SIDING 10 UNIT z a z a i EXTERIOR D1 I 4 D1 SIM. )ROOF AT DECK COMMON WALL --1-1/2" = 1'-0" SECTION NO OPENINGS WITHIN 4'-0" OF COMMON WALL EITHER SIDE PER IRC R302.2.2 CENTER COMMON WALL OVER R— NO OPENINGS WITHIN 4'-0" OF COMMON WALL EITHER SIDE PER IRC R302.2.2 --ROOF SHEATHING TYP. ROOF/CLG. 10 4 2 2 4 (1) LAYER CONSTRUCTION D1 GWB 1-HOUR FIREBLOCKING FIRE PARTITION 41 1" AIRSPACE COMMON WALL q) COMMON WALL AT PAR. TRUSSES 1-1/2"= T-O" NO OPENINGS WITHIN 4'-0" OF COMMON WALL EITHER SIDE I R FIRE -RETARDANT TREATED PLYWOOD 4'-0' EITHER SIDE OF COMMON WALL \\ m I I� \ I I SECTION NO OPENINGS WITHIN 4'-0" F COMMON WALL EITHER SIDE •R. � . ----' I. • — • mil ® � IIIIII��C'l��IIII�I �■ L 1-1/2" - T-O" SECTION NO OPENINGS WITHIN 4'-0" NO OPENINGS WITHIN 4'-0" OF COMMON WALL EITHER SIDE OF COMMON WALL EITHER SIDE PER IRC R302.2.2 PER IRC R302.2.2 CENTER WALL OVER COMMON PROPERTY LINE FIRE RETARDANT TREATED PLYWOOD 4'-0" EITHER SIDE OF COMMON WALL. ,e 2 4 2 4 10 UNIT UNIT D1 FIREBLOCKING 4 TYP. COMMON D1 WALL ASSEMBLY D COMMON WALL @ CONDITION ,,PARALLEL TO COMMON WALL @ CON[ FALSE FRAMING OVER COMMON WALL LOCATION 1-1/2" = T-O" SECTION EL COMMON1 HR. GA FILE NO. WP 3370 CENTER OVER PROPERTY L NELL 4" 4" One layer %" Type X gypsum wallboard applied FLOOR FRAMING VERTICAL TRUSS parallel or at right angles to each side of double row PER PLANS MEMBER BEYOND of 2x4 wood studs at 16" o.c. on separate plates 1" apart with 6d coated nails 1 %" long, 0.0915" shank, %4" 6 5/8" TYPE 'X' heads, 7" o.c. Stagger joints each side. Horizontal D1 GYP. SHEATHING bracing required at mid -height. 2 4 z EXTEND FIRE PARTITION =CL2 TO ROOF SHEATHING ' T2 z z a , TRUSS HANGER ' PER STRUC. a 2 4 10 TYP. ROOF/CLG. FIREBLOCKING Ti D1 CONSTRUCTION 1-HOUR 4 FIRE PARTITION COMMON WALL D1 1 COMMON WALL AT PERP. TRUSSES %" TYPE 'X' GWB FIREBLOCKING RIM BOARD & BLOCKING PER STRUCT INSULATE FLOOR OVER UNHEATED SPACE COMMON WALL AT FLOOR CENTER COMMON WALL OVER PROPERTY LINE 4 6D1 INSULATE FLOOR OVER UNHEATED %6 SPACE � D1�D1 FLOOR FRAMI PER PLANS 4" 1 4" �1� jlllllllllll�� 101 5/8" GWBt7 - 1" NO INSUL. AT GARAGE COMMON WALL AT FLOOR 1-1/2°= T-O" SECTION 1-1/2" = T-O" SECTION 1-1/2" = T-O" SECTION 4" 4" UNIT 4 1-HR. COMMON D1 WALL ASSEMBLY V CLEAR AIRSPACE UNIT SIM. 4 ± D1 EXTERIOR D1 z 4 2 4 TYP. I EXTERIOR a WALL SIDING OVER 2 4 2 41-HOUR RATED 2 ASSEMBLY 2 2 4 2 6 I 6 Wfi 2 4, 2 4 1-HR COMM. WALL AT BLDG. JOG TYP. IN CENTER COMMON WALL OVER PROPERTY LINE 4" 1 4 Ill , l rnn ni rr)ACE CENTER WALL OVER COMMON PROPERTY LINE GL STAIR STRINC BEYOI XV GAP BETWEE STRINGER AND GV STRINGER OF NC LESS THE (2) 2x JOIS- 4" NOMINAL THICKNE' UNIT 1-HR. COMMON WALL ASSEMBLY UNIT STAIR STRINGER AT 1-HR COMMON WALL 1-1/2" - T-O" rL 4" i 4" m FLOOR FRAMING PER PLANS 6 D1 METAL PIPE i SECTION 2x4 BLOCK BEHIND TUB NAILING FLANGE CONT. %" TYPE 'X' GWB PRE -INSTALL %" TYPE 'X' GWB BEHIND TUB/SHOWER. EXTERIOR GRADE PLYWD. BEHIND TUB/SHOWER UP 70" MINIMUM ABOVE THE DRAIN INLET APPROVED FIRESTOPPING MATERIAL NO PLUMBING IN 8" COMMON WALL TUB/SHOWER AT COMMON WALL PLAN 1-1/2" - T-0° PLAN �� 1" = 1'-0° SECTION 4 4" 4" 4 2x4 FRAMING AT 16" O.C. D1 1 LAYER CONT. %" TYPE 'X' GWB 2x FRAMING AT 16" O.C. UNIT UNIT 1 LAYER %" GWB 2 4! 2 4 4 ,,...,......• .: :.- :.............:..: ;.....• D1 � 2x4 PLUMBING CAVITY 2 4 2 2 2 2 2 2 2 4 U.NO. SEE PLANS 1 6 6 /6\ 6 6 �PER O FRAMING PLANS SEE RUC171 TURAF BREAK IN 1 TYPICAL � TT EXTERIOR WALL'S SILL AND TOP D1 EXTERIOR WALL U.N.O. PLATES IS REQUIRED WHERE THEY CROSS COMMON WALL EXTERIOR CENTERLINE. SEE STRUCTURAL IF BREAKING OF WALL SHEATHING END EDGE NAILING ARE REQUIRED WHERE SHEATHING CROSSES COMMON WALL CENTERLINE. COMMON WALL AT EXTERIOR WALL D COMMON WALL @ INTERIOR WALLS FIREBLOCKING PLUMBING WALL AT COMMON WALL 1-1/2" - T-0° PLAN SECTION Sheet Order: A B U F R E S D N Z U W H m U J � _ a S 25 Central Way, Suite 210 Kirkland, Washington 98033 P:425.454.7130 F:425.658.1208 Web: www.milbrandtarch.com @ Copyright 2021 Milbrandt Architects, INC., P.S. All rights reserved 1326 REGISTERED \ ARCHITECT AVID J. VINCENT STATE OF WASHINGTON R32 Townhomes Anacortes, WA Landed Gentry Revisions No. Date Description Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 JH/AMS Sheet No.: D3 7 LU O� M n <z J J Z w �Ln 0 0 J COMPOSITION SHINGLES OVER #15 FELT OVER ROOF SHEATHING Z --INSULATION BAFFLE R-10 MIN. RIGID INSULATION TYPICAL EXTERIOR WALL SEE ROOF PLAN FOR SLOPE —VENT BLOCK WITH (3) 2"0 SCREENED VENTS METAL EAVE FLASHING SEE ROOF PLAN FOR GUTTER LOCATION — 2x8 FASCIA TYPICAL EAVE @ WIN DOW 1-1/2" = T-O" SECTION COMPOSITION SHINGLES OVER #15 FELT OVER ROOF SHEATHING SEE ROOF PLAN INSULATION BAFFLE FOR SLOPE 12 SOLID BLOCKING WHEN � PERPENDICULAR ry 2 AND < 3' FROM R I L \ METAL EAVE S — FLASHING 10 z 6 D1 1 I D1 I PER PLAN TYPICAL EXTERIOR WALL I il 2x8 FASCIA — 1 R SOLID BLOCKED EAVE SEE ROOF PLAN FOR GUTTER LOCATION 1-1/2" = T-O" SECTION COMPOSITION SHINGLES OVER #15 FELT OVER ROOF SHEATHING RAISED HEEL TRUSSES AT SOLID 2x BLOCK TRUSS —VENT BLOCK WITH (3) 2"0 SCREENED VENTS. USE SOLID BLOCKING AT EAVES PARALLEL TO R IF SAID EAVES ARE LESS THAN 5'-O" FROM THE R 12 SEE ROOF PLANS f FOR SLOPE METAL FLASHING T OOF LU 0 FOR = w 0ER o NTION < D1 7-- 2 6 1 TYPICAL D1 I I SEE S SHEETS FOR EXTERIOR PER PLAN WALL TRUSS BLOCKING CONNECTION rlEAVE WITH RAISED HEEL 2x8 FASCIA 1-1/2" - T-O" SECTION wQ 0 co „ <z N � � J Z " Uj �V) 0 0 J COMPOSITION SHINGLES OVER #15 FELT OVER ROOF SHEATHING SEE ROOF PLAN INSULATION BAFFLE FOR SLOPE 12 VENT BLOCK WITH (3) 2"0 SCREENED �. VENTS ti I L \ METAL EAVE — FLASHING 10 D1 I SEE ROOF 1 I PLAN FOR D1 I GUTTER PER PLAN LOCATION TYPICAL EXTERIOR WALL _LAII 2x8 FASCIA TYPICAL EAVE 1-1/2" = T-O" PER ROOF PLAN RAKE FLASHING 1x3 TRIM %4x8 TRIM 2x OUTRIGGERS AT 24" O.C. EXTEND BACK TO NEXT TRUSS BEVEL TOP ANC BOTTOM OF BE BAND 10 DEGRE BLOCKIN( NAILING FLA`. BELLY BAND TOP W.R.B. SHALL LAP OVER HORIZ. TRIM METAL FLASHING W.R.B. 2x10 TRIM PER ELEVATIONS ALIGN WITH ADJACENT TRIM AT CANTILEVERED FLOOR, VERIFY ON ELEVATIONS EXTERIOR WALL SHEATHING SIDING PER ELEVATIONS INSTALL PER MANUF. SECTION �✓� 3" = T-0° SECTION COMPOSITION ROOFING OVER ROOF SHEATHING LET -IN OR HOLD DOWN TOP CHORD OF GABLE TRUSS FOR OUTRIGGERS END TRUSS W_1 1 I D1 GABLE RAKE DETAIL 1-1/2" - T-O" SECTION COMPOSITION SHINGLES OVER #15 FELT OVER ROOF SEE ROOF PLAN SHEATHING FOR SLOPE METAL EAVE 2x4 FLASHING FRAMING @ 24" O.C. ROOF TRUSSES @ 24" O.C. I I I PER PLAN I I I I 2x8 FASCIA DECORATIVE BRACKET, SEE 19/D7 � ti1 EAVE AT CLIPPED GABLE ROOF WALL/FLOOR DETAIL 1-1/2" = T-O" INTERIOR FULLY INSULATE CORNER U_ STUDS @ 16" OC 2x NAILER 2 2 ERMAL SECTION -------------------- EXTERIOR W.R.B. SECOND LAYER W.R.B. AT CORNER TYP. %4x4 CORNER TRIM TYPICAL OUTSIDE CORNER 3" - 1'-01, PLAN I EXTERIOR I I W.R.B. I 2x2 INSIDE CORNER TRIM I, I I; I I, I SECOND LAYER W.R.B. AT I, CORNER TYP. p i--------------- I� I� 2 6-----=------------- 2 2 R- 1 T E MA I S L 10 6 6 FULLY INSULATE CORNER 2x NAILER STUDS @ INTERIOR 16" OC TYPICAL�INSIDE CORNER 1-1/2" = T-O" SECTION 3" - 1'-0" PLAN C OVI SCRE EXT NOTE: FLOOR FRAMING PER PLANS �WALL/FLOOR DETAIL 1-1/2" = T-O" SECTION PER PLANS LOW ROOF WALL/FLOOR DETAI�L@G ARAGE 1 1-1/2" = T-O" SECTION Sheet Order: A B U F R E S D N z U W H m U J � _ a S 25 Central Way, Suite 210 Kirkland, Washington 98033 P:425.454.7130 F:425.658.1208 Web: www.milbrandtarch.com @ Copyright 2021 Milbrandt Architects, INC., P.S. All rights reserved 11326 REGISTERED ARCHITECT AVID J. VINCENT STATE OF WASHINGTON 7 R32 Townhomes Anacortes, WA Landed Gentry Revisions No. Date Description Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 HAMS Sheet No.: D4 7 1)/8" FLOOR SHEATHING 2 X 12 STRINGERS AT 12" O.C. FURR DOWN CEILING AND PROVIDE R-38 INSUL. OVER UNHEATED SPACES. SEE UNIT STAIR PLAN FOR TREAD AND RISER DIMENSIC �..� BOTTOM OF STAIR @ LANDING 1 1/2" = T-O" UNIT C 1 1/8" FLOOR SHEATHING 1 X8. T 2 X 12 STRINGERS AT 12" O.C. SECTION 16 D4 t. i0 10 x / FURR DOWN CEILING AND PROVIDE R-38 INSUL. OVER UNHEATED SPACES. (1) LAYER GWB CONNECTIONS SEE UNIT STAIR PER PLAN FOR TREAD STRUCTURAL AND RISER DIMENSIONS 1 R�TOP OF STAIR @LANDING 1 112" - T-O" SECTION T IN' FLOOR SHEATHING 1" 2 X 12 STRINGERS AT 12" O.C. 1 X8. 20A 2x12 P.T. ' D2 (1) LAYER 5/8 GWB BOTTOM PLATE I ° .1 d d ° d ia SEE UNIT STAIR PLANS FOR RISER AND TREAD DIMENSIONS. BOTTOM O�FS TAI R FLOOR SHEATHING T. T 2x12 STRINGERS 1x8 AT 12" O.C. � 2x BLOCKING FURR DOWN CEILING AND PROVIDE R48� ; INSUL.',', OVER UNHEATED �� \; ;�' SPACES. \ o BEAM PER STRUCTURAL 0 0 SEE UNIT STAIR PLANS FOR RISER (1) LAYER AND TREAD Ya" GWB DIMENSIONS. (j_qy.BOTT.0M OF STAIR / 1-1/2" = T-O" SECTION 6 1" D1 1Y8" FLOOR SHEATHING 1X8. T 2 x 12 STRINGERS AT 12" O.C. \\� `>z FURR DOWN CEILING AND PROVIDE R-38 INSUL. OVER —(1) LAYER UNHEATED SPACES. %" GWB SEE UNIT STAIR PLANS FOR RISER NOTE: FLOOR CONNECTIONS AND TREAD FRAMING PER PER DIMENSIONS. PLANS STRUCTURAL TOP _OF STAI R D ETA I L 1-1/2" - T-O" 2 X 12 STRINGERS AT 12" O.C. T 1X8 %" FLOOR SHEATHING 2 SEE UNIT STAIR 2 PLANS FOR RISER AND TREAD 6 4 DIMENSIONS. 2 6 2 6 R-21 INSUL. @ GARAGE STAIR DETAIL C %" TYPE "X" GWB CASE MOLDING AT EA. SIDE I DOOR LEAF WOOD SHIM AS REQUIRED DOOR FRAME 2x STUD PER 3 WALL TYPE 3 D1 D1 CASE MOLDING AT EA. SIDE 77 SHIM AS REQUIRED DOOR FRAME DOOR LEAF INTERIOR DOOR HEAD & JAMB 3" = T-0° SECTION EXTERIOR TRIM AT GARAGE DOOR JAMB SECTIONAL OVERHEAD �J DOOR TRACK AT SIDES OF OPENING EXTERIOR SEE DETAIL 11/D2 FOR GARAGE SLAB AND APRON SLOPE n GARAGE DOOR THRESHOLD SECTION " s•=v-o SECTION ii//~­ PROVIDE 2x FURRING BENEATH STRINGERS TO ACCOMMODATE R-38 INSUL. OVER UNHEATED SPACES. (1) LAYER TYPE X GWB @ GARAGE OA SILL WINDOW FLASHING SYSTEM BACKER ROD & SEALANT 2x WOOD TRIM (AS SHOWN ON ELEVATIONS) FLEXIBLE MEMBRANE FLASHING WINDOW FLASHING SYSTEM ✓d.R.B TYP. -)IDING INSTALL PER vAFR REQUIREMENTS C JAMB Y2" SILL OVERLAP j1x SILL SEE FRAMING 71 SEALANT PLANS FOR 2 2 HEADER SIZE 2" RIGID INSULATION MINS 6 6 SIDING INSTALL PER MFR REQUIREMENTS WRAP GWB SEALANT @ WINDOW 2x TRIM 2x WOOD TRIM HEAD & (AS SHOWN PER JAMB TYP. ELEVATIONS) BACKER ROD & SEALANT SEALANT MIN. GAP SHOWN g JAMB SEE MFR INSTALLATION REPRESENTATIVE ELEVATION INSTRUCTIONS WIN DOW DETAILS 3" = T-0" EXTERIOR SLOPE 10' MIN. v 1 2X6 FLAS 2X HEAD T TYP. GARAGE HEADER GARAGE )/2" GWB (MIN.) NEEDED PER INTERIOR SEE STRUCTURAL FOR HEADER SIZE Y2" SILL OVERLAP FALL :Q. RIM OWN DNS) EXTERIOR W.R.B. SIDING - SEE ELEVATIONS FOR TYPE Y4" MIN. GAP METAL FLASHING DOOR FRAME \—2X6 EXTERIOR TRIM IN -SWINGING DOOR SEALANT PER DOOR MFR INSTALLATION REQUIREMENTS EXTERIOR DOOR HEAD 1-1/2" - T-O" SECTION 1-1/2" - T-O" SECTION 1-1/2" - T-O" SECTION 3" = T-0" Y4" T&G PLYWOOD SUBFLOOR INTERIOR OVER 2X FLOOR FRAMING /l iril ll l' I I AI !l INTERIOR SECTION PROVIDE BLOCKING FOR TRIM AND SIDING FOUNDATION OPENING %" GWB 2 2 Y4" COUNTER TOP 2 2 2 OVERHEAD DOOR DOOR SIZE PROVIDE SYSTEM BLOCKING FOR "� TRIM AND SIDING IET PANEL �n KITCHEN COUNTER w %g I.CILINU UVVD INTERIOR INTERMEDIATE STAIR LANDING FLASHING SYSTEM 6 6 6 2X TRIM SEALANT PER MFR INSTALLATION ^° SIDING SEE ELEV. REQUIREMENTS FOR TYPE, INSTALL PER MFR REQUIREMENTS 2x6 EXTERIOR TRIM FLASHING SYSTEM SEALANT PER MFR EXTERIOR INSTALLATION REQUIREMENTS GARAGE DOORJAMB FLASHING SYSTEM mi11L i SIDING, SEE ELEV. SHIM PER DOOR FOR TYPE MFRS REQUIREMENTS FLASHING SYSTEM SEALANT PER MFR INSTALLATION SEALANT PER SIDING EXTERIOR REQUIREMENTS MFR INSTALLATION 2X 6 TRIM REQUIREMENTS a EXTERIOR DOORJAMB 1-1/2" = T-O" SECTION 1-1/2" - T-O" SECTION 1-1/2" = T-O" PLAN 3" = T-O" SECTION Sheet Order: A B U F RES D N z U W H m U J � _ a S 25 Central Way, Suite 210 Kirkland, Washington 98033 P:425.454.7130 F:425.658.1208 Web: www.milbrandtarch.com © Copyright 2021 Milbrandt Architects, INC., P.S. All rights reserved 1326 REGISTERED ARCHITECT AVID J. VINCENT STATE OF WASHINGTON R32 Townhomes Anacortes, WA Landed Gentry Revisions No. Date Description Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 JH/AMS Sheet No.: D5 7 HEADER PE STRUCTURP GW R-10 INSULATION W.R.B. (TYP.) SEE DETAIL 17/14 & 3/18 FOR INSTALLATION METAL FLASHING d %4x EXTERIOR TRIM SEALANT SEALANT AND BACKER ROD PROVIDE 2x8 BLOCKING PER MFR INSTALLATION (FOR DRAPERY) EACH REQUIREMENTS SIDE OF HEAD AT LIVING VINYL SLIDING GLASS DOOR ROOM WINDOW 1 SLIDING PATIO DOOR HEAD 3" = T-0" ME .m_ AP. -1. =A Iml m SECTION PROVIDE BLOCKING FOR TRIM AND SIDING GWB SEALANT MTL WALL COMPOSITION TO ROOF SHINGLES OVER FLASHING 1 1 #15 FELT OVER D1 ROOF SHEATHING 1 MANUF. ROOF TRUSSES @ 24" O.C. SIM. D1 LEDGER PER Pm L C IN STRUCTURAL HANGER PER STRUCTURAL o C 00 2 PER PLANS FIBER CEMENT SOFFIT OVER %" PLYWOOD OVER 2x %4x3 TRIM FURR STRIPS UNRATED PORCH CEILING 1-112" = T-O" ---------------- MTL WALL SHIM, PER DOOR COMPOSITION TO ROOF I FLASHING SYSTEM MFRS REQUIREMENTS SHIN SEE DETAIL 17/14 & \-- SEALANT AND BACKER ROD ROOFS 3/18 J PER DOOR MFR INSTALLATION SEALANT PER SIDING REQUIREMENTS MFR INSTALLATION 2x EXTERIOR TRIM (TYP.) REQUIREMENTS SLI DlNG PATIO DOOR JAMB 3" = T-0° SECTION MANUF. ROOF TRUSSES @ 24" O.C. COMPOSITION SHINGLES OVER #15 FELT OVER ROOF SHEATHING COLS MN PER PLANS II VENT BLOCK 12 W/ (3) 2" DIA. SCREENED VENTS METAL FLASHING \ I \ ><4 I 2 4 I 2 3 1 PER PLANS %4x10 TRIM -METAL GUTTER OVER 2x8 FASCIA COLUMN 1 BEYOND AFIRE BLOCK MANUF. ROOF +8'-1" ABOVE TRUSSES @ 24" O.C. INTERIOR F.� 10qD1 FIBER CEMENT SOFFIT OVER %" PLYWOOD OVER 2x FURR STRIPS BEAM PER & POST CAP PER FRAMING PLANS U N RATED ROOF EAV E AT PO RC H 1-112" = T-0" COMPOSITION SHINGLES OVER #15 FELT OVER ROOF SHEATHING COLUMN PER PLANS VENT BLOCK 12 W/ (3) 2" DIA. SCREENED VENTS MMETAL FLASHING I 7 PER PLANS Lj %4x10 TRIM LEDGER PER L C IN STRUCTURAL HANGER PER STRUCTURAL o C 0 0 2 - - - - - - - - - - - - - - - - - - - - - - - - - 2 PER PLANS FIBER CEMENT SOFFIT OVER)/2" TYPE 'X' GYP. %4x3 TRIM OVER (2) LAYER %" TYPE 'X' GYP. 1-HR RATED PORCH CEILING 1-1/2" - T-O" RAKE FLASHING 10 TRIM O/ %4x8 TRIM N � 1 1 J II I LJ 6X10 BEAM COMPOSITION ROOFING OVER ROOF SHEATHING EASE EDGES I I I I I 2" PER ROOF PLAN 1 I VINYL SIDING OVER FELT AND SHEATHING 1 LET -IN OR HOLD DOWN TOP CHORD OF GABLE TRUSS FOR OUTRIGGERS H3 AT BEAM ATT I C -TOE NAIL BEAM TO BLOCKING -END TRUSS DECORATIVE BEAM AT PORCH 1-1/2" - T-0" METAL GUTTER OVER 2x8 FASCIA COLUMN BEYOND MANUF. ROOF +8'-1" ABOVE TRUSSES @ 24" O.C. INTERIOR FF 14 D1 FIBER CEMENT SOFFIT OVER)/2" TYPE 'X' GYP. OVER (2) LAYER %" TYPE 'X' GYP. BEAM PER & POST CAP PER FRAMING PLANS 1 HR RATED COLUMN AT PORCH 1-1/2" - T-0" RAKE FLASHING COMPOSITION ROOFING OVER ROOF SHEATHING 2x OUTRIGGERS AT 24" O.C. EXTEND BACK TO NEXT TRUSS SIDING PER ELEVATIONS METAL TRIM %4x10 TRIM �1 ROOF RAKE AT PORCH 1-1/2" - T-0" +8'-1" ABOVE INTERIOR F.F. COMPOSITION SHINGLES OVER #15 FELT OVER ROOF SHEATHING CL COLUMN PER PLANS 12 1 SOLID BLOCKING METAL FLASHING 4Jill I PER PLANS I % 4x10 TRIM —Z —METAL GUTTER OVER 2x8 j. FASCIA I ' I 2x8 TRIM I I I I I I HARDIPANEL "SMOOTH" _ I 00 � CY FIRE BLOCK MANUF. ROOF +8'-1" ABOVE TRUSSES @ 24" O.C. INTERIOR F.F 14 D1 FIBER CEMENT SOFFIT OVER )/2" TYPE 'X' GYP. OVER (2) LAYER %" TYPE 'X' GYP. BEAM PER & POST CAP PER FRAMING PLANS %" TYPE 'X' GYP. 6x6 POST 2x4 FRAMING I TOP S�CTION 1 /s" x 1/4" CORNER TRIM 2 4 2 4. I TYP. ALL CORNERS %" TYPE 'X' GYP. 2 a HARDIPANEL "SMOOTH" i 2 I 4 4 I 4 TOP PLAID SECTION I MIDDLE SECTION HARDIPANEL "SMOOTH" BUILDING PAPER LAPS OVER MTL. FLASHING MTL. FLASHING ON TOP CONT. BEAD OF CAULK HOLD HARDIPANEL )/2" UP FROM FLASHING SLOPED 2x6 CAP TRIM 2x4 FRAMING FIBER CEMENT LAP SIDING 2X4 FRAMING %" TYPE 'X' GYP. %" P.T. PYWOOD SHEATHING %4x4 TRIM %4x3 TRIM %" P.T. PLYWOOD SHEATHING %" TYPE 'X' GYP. FIBER CEMENT LAP SIDING COMPOSITION SHINGLES OVER #15 FELT OVER ROOF SHEATHING CL COLUMN PER PLANS VENT BLOCK 12 W/ (3) 2" DIA. SCREENED VENTS METAL FLASHING / PER PLANS 1 I - %4x10 TRIM METAL GUTTER OVER 2x8 FASCIA 2x8 TRIM FIRE BLOCK MANUF. ROOF +8'-1" ABOVE TRUSSES @ 24" O.C. INTERIOR F..F 10 D1 FIBER CEMENT SOFFIT OVER %" PLYWOOD OVER 2x FURR STRIPS BEAM PER & POST CAP PER FRAMING PLANS Y2" PLYWOOD SHEATHING 44 POST 2x4 FRAMING I I HARDIPANEL I I "SMOOTH" I TOP S�CTION --1-- %" x 1Y4" CORNER TRIM 2 4 z a TYP. ALL CORNERS � I %" PLYWOOD SHEATHING O0 � 2 a HARDIPANEL "SMOOTH" a 2 N 1 4 4 TOP PLAN! SECTION USE P.T. PLYWOOD SHEATHING IN LOWER • HARDIPANEL "SMOOTH" PORTION OF COLUMN I BUILDING PAPER LAPS FRAMING OVER MTL. FLASHING I MIDDLE SECTION MTL. FLASHING ON TOP CONT. BEAD OF CAULK HOLD HARDIPANEL)/2" UP FROM FLASHING SLOPED 2x6 CAP TRIM 2X4 FRAMING FIBER CEMENT LAP SIDING 2X4 FRAMING %" P.T. PLYWOOD SHEATHING %4x4 TRIM %4x3 TRIM %" P.T. PLYWOOD SHEATHING FIBER CEMENT LAP SIDING I MIDDLE PLAN SECTION MIDDLE PLAN SECTION I I •I FIBER CEMENT LAP SIDING FIBER CEMENT LAP SIDING P.T. FRAMING P.T. FRAMING REQUIRED FOR %" P.T. PLYWOOD REQUIRED FOR %" P.T. PLYWOOD I SHEATHING I SHEATHING WOOD FRAMING WOOD FRAMING WITHIN 2" OF %" TYPE 'X' GYP. WITHIN 2" OF I CONCRETE SLAB I CONCRETE SLAB 6x6 POST 2x4 FRAMING 2x4 FRAMING I POST BASE PER POST BASE PER I STRUCT. 3Y2" EDGE OF ii I STRUCT. 3Y2" EDGE OF 2x4 FRAMING CONC. TO POST I 2x4 FRAMING CONC. TO POST II L z a—�" AP MINIMUM z a �_y2" AP MINIMUM II ° ° III III ° LI - ° LJ . II=1III II -III- 20 II IIIIII IIIIII 20 II III -III =_ =III -III D2 1 -III-IIIIII-III D2 1 -III PER STRUCT.::::::III1IIII-III -PER STRUCT.= IIIIIII IIIIIIIIIIIIIII1 �' 1=1IIIIIIIIIIIIIII1 1 IIIIIIIIIIIIIIII-III- IIIIIIIIIIIIIIIII 1( THICKEN SLAB TO THICKEN SLAB TO A MINIMUM OF 2" A MINIMUM OF 2" BELOW GRADE BASE SECTION SEE STRUCTURAL SHEETS BELOW GRADE BASE SECTION SEE STRUCTURAL SHEETS FOR FOOTING DETAIL AND FOR FOOTING DETAIL AND POST BASE ATTACHMENT POST BASE ATTACHMENT 1 HR RATED COLUMN AT PORCH UNRATED COLUMN AT PORCH 1-1/2" = T-O" 1-1/2" - T-0" Sheet Order: A B U F R E S D N z U W H m U J & _ a S 25 Central Way, Suite 210 Kirkland, Washington 98033 P:425.454.7130 F:425.658.1208 Web: www.milbrandtarch.com © Copyright 2021 Milbrandt Architects, INC., P.S. All rights reserved 1326 REGISTERED \ ARCHITECT AVID J. VINCENT STATE OF WASHINGTON R32 Townhomes Anacortes, WA Landed Gentry Revisions No. Date Description Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 JH/AMS Sheet No.: D6 7 T/O RIDGE SIDING O/ R-4 INSULATION O/ SHEATHING FLASHING 2x TRIM GABLE END TRUSS ATTIC —LOUVER ASSEN BLY OVER BUILDIN PAPER ELEVATION SECTION DECORATIVE GABLE VENT 1-1/2" = T-0" BL I ELEVATION & SECTION VATL EAVE :LASHING ?x8 FASCIA TO FASCIA BOARD MTL FLASHING CAP =ASE EDGES DECORATIVE BRACE AT ROOF 9 S ECT I ON TOP OF GUARD CAN BE THE HANDRAIL FOR THE STAIRS IF IT MEETS THE REQUIREMENTS FOR HANDRAIL SIZE AND HEIGHT HANDRAILS ARE REQUIRED ¢ o ON AT LEAST ONE SIDE OF a a A FLIGHT OF STAIRS WITH A 4 OR MORE RISERS -- - ID 0 Z C = J Y _ z OLn z p� m Z w w 2 m a Oct� O GUARDS MORE THAN 30" A ABOVE GRADE MUST: • BE ABLE TO WITHSTAND A CONCENTRATED LOAD IN ANY i B o Q DIRECTION OF 2001bs AT ANY ' a rn z POINT ALONG THE TOP RAIL. OPENINGS IN GUARDS o • THE INFILL STILES OR LU BALUSTERS MUST BE A: A sphere of 4" in diameter cy w LU O DESIGNED TO SUSTAIN 50lbs. cannot pass through � B: A sphere of 6" in diameter w O :IfLL • THE POST TO DECK „ cannot pass through C.,�7 w CONNECTION MUST BE C: A sphere of 4/ in diameter a w DESIGNED TO RESIST LEVER Z cannot pass through 0 = > TYPE FORCES THAT COULD BE Uj = m IMPOSED ON IT. GRADE OR FLOOR 0 TYP. GUARD REQUIREMENTS w 12 1 �- 24 GAUGE CAP FLASHING 4 L 4 I I :II <II II `II II Q II SIM. LL II N II � I I WRB TO EXTEND OVER o FLOWER FLASHING ANDLU ROOF MEMBRANE I I DECK ROOF MEMBRANE TO EXTEND UP WALL SURFACE BEHIND METAL FLASHING FIRE BLOCKING 2 RIM AND 2x10 FLOOR JOISTS WITH BLOCKING PER TOP RIPPED 4" PER T-0" i STRUCT. +8'-1" ABOVE 10 i INTERIOR F.F-7777. TYPE 'X' GYP. D1 121 FIBER CEMENT SOFFIT OVER (2) LAYERS %" TYPE 'X' GYP 1-HR RATING FOR 3' EITHER SIDE OF R 1-HR RATING FOR 3' EITHER SIDE OF R 4 DECK AT COMMON PRIVACY WALL 1-1/2" = T-0" 12 1F_ —� 24 GAUGE CAP FLASHING --- 6 2 2 III 4 2 4 ' SIDING PER ELEVATIONS ----,,.,;.I II I I I I I 4 METAL WALL TO I D1 ROOF FLASHING I I a I SIM. w :II N COMPOSITION I SHINGLES OVER U I WRB TO EXTEND OVER o #15 FELT OVER LOWER FLASHING AND > ROOF MEMBRANE m SHEATHING ; I DECK ROOF MEMBRANE TO �I ROOF MEMBRANE TO CONTINUE UP WALL BEHIND MTL FLASHING SEE INSTALLATION DETAILS FOR DOOR WEATHER PROOFING REQUIREMENTS SLOPE 12 0.251 RIM LEDGER PER STRUCT. 2x10 FLOOR JOISTS WITH ° TOP RIPPED%a" PER 1'-0" Y4x3 TRIM — — — — — — — 12 8 D1 D1 D1 I INSULATE (LESS THAN I FLOOR AT 3' FROM R) I GARAGE INSTALL SOFFIT VENTS WHEN > I OMIT 3' FROM PROPERTY LINE I INSULATION 1 I AT GARAGE D1 I I i DECK TO WALL 1-1/2" = T-0" Q PREFABRICATED METAL DECK SYSTEM DESIGNED BY N OTHER. SEE DEFERRED � SUBMITTAL NOTE ON o COVER SHEET AND DETAIL > 20/D7. O Q MAIN LEVEL z F. F. 2 1— — — — — — — — — m SLOPE 12 0.25 F rn METAL FLASHING 2x10 FLOOR JOISTS WITH 00 TOP RIPPED)/4" PER T-0" SEALANT +8'-1" ABOVE 2x12 TRIM INTERIOR F. 2 4 -- — 2 z INSTALL SOFFIT VENTS METAL 4 4 8 12 WHEN > 3' FROM FLASHING D1 D1 PROPERTY LINE 2 2 (LESS THAN 8 2 4 3 3' FROM R) FIRE BLOCKING EXTEND UP WALL SURFACE BEHIND METAL MANUF. ROOF II FLASHING %ax10 TRIM BEAM PER TRUSSES @ 24" -- FRAMING PLANS O.C. COLUMN 2 a 27774 BEYOND ATTIC I _--RIM AND DECK EDGE AT OPEN_RA IL FIBER CEMENT SOFFIT BLOCKING PER 1 0 O/%" TYPE 'X' GYP. STRUCT. I O/ (2) LAYER %" TYPE 'X' GYP. 2x10 FLOOR JOISTS WITH +8'-1" ABOVE TOP RIPPED%4" PER 1'-0" INTERIOR F.F. 12 24 GAUGE CAP FLASHING 2 8 14--- 12,. — — — — — — — — X w 2 m- w I I z 4": a 12 UQY �wv D1 <C° o I I I I SIDING PER ELEVATIONS�� I Yax10 TRIM z z I 3- II METAL WALL TO I I ROOF FLASHING 1-HR RATING FOR 3' EITHER SIDE OF R 1-HR RATING FOR 3' EITHER SIDE OF R I LU II DECK @ COMMON WALL/PORCH ROOF COMPOSITION 1-1/2" - T-O" SHINGLES OVER I WRB TO EXTEND OVER o RFELT OVER LOWER FLASHING AND Uj > O SHEOATHING I ROOF MEMBRANE m MANUF. ROOF TRUSSES @ 24" O.C. — ATTIC 3ER CEMENT SOFFIT OVER %" PLYWOOD VER 2x FURR STRIPS 12 24 GAUGE CAP FLASHING 2 4 II II U II: II WRB TO EXTEND OVER SIDINGPER LOWER FLASHING AND Ln ELEVATIONS ROOF MEMBRANE LU ��I I` I ROOF MEMBRANE TO LU I I' �I EXTEND UP WALL O I I I SURFACE BEHIND METAL MAIN LEVEL Q I I I FLASHING F. F. - - - -- - T v II -- z a METAL FLASHING 2x10 FLOOR JOISTS WITH 00 TOP RIPPED)/4" PER 1'-0" +8'-1" ABOVE 2x12 TRIM INTERIOR F.F. 2 4 — — — — — — — z 2 12 METAL i' a I 4 D1 FLASHING z 2 FIBER CEMENT SOFFIT 3 3 OVER (2) LAYERS %" TYPE 'X' GYP BEAM PER & POST %ax10 TRIM CAP PER FRAMING 2x8 TRIM PLANS I HARDIPANEL I I %" TYPE 'X' GYP "SMOOTH" I: 44 POST 2x4 FRAMING I TOP S�CTION r _ i i 1 /8" x 1/4" CORNER TRIM 2 4 2 4. I TYP. ALL CORNERS LU %" TYPE 'X' GYP. 00 D I 2 a L HARDIPANEL "SMOOTH" CY I 2 N I 4 4 I 4 I TOP PLA� SECTION I MIDDLE SECTION 0 HARDIPANEL "SMOOTH" BUILDING PAPER LAPS OVER MTL. FLASHING MTL. FLASHING ON TOP CONT. BEAD OF CAULK HOLD HARDIPANEL )/2" UP FROM FLASHING SLOPED 2x6 CAP TRIM 2x4 FRAMING FIBER CEMENT LAP SIDING 2X4 FRAMING %" TYPE 'X' GYP. %" P.T. PYWOOD SHEATHING %4x4 TRIM %4x3 TRIM %" P.T. PLYWOOD SHEATHING %" TYPE 'X' GYP. FIBER CEMENT LAP SIDING 12 24 GAUGE CAP FLASHING 1� 2 8 U 1111 SID J24 WRB TO EXTEND OVER N PER LOWER FLASHING AND � ELEVATIONS ROOF MEMBRANE III I ROOF MEMBRANE TO I � EXTEND UP WALL > O SURFACE BEHIND METAL MAIN LEVEL I FLASHING F. F. N � I -- - - - - -- - T � 2 711, METAL FLASHING 2x10 FLOOR JOISTS WITH Qo TOP RIPPED)/4" PER 1'-0" I I Yax10 TRIM 2x8 TRIM HARDIPANEL "SMOOTH" II I +8'-1" ABOVE INTERIOR F.F. — — — — — — —Fz 8 4 D1 z FIBER CEMENT SOFFIT 3 OVER FURR STRIPS BEAM PER & POST CAP PER FRAMING PLANS %" PLYWOOD SHEATHING I 4x4 POST 2x4 FRAMING TOP S�CTION I %" x 1Y4" CORNER TRIM 2 a l z a TYP. ALL CORNERS I I LU %" PLYWOOD SHEATHING � 2 a b HARDIPANEL "SMOOTH" N 1 4 4 k24 4 I .II TOP PLAN SECTION USE P.T. PLYWOOD SHEATHING IN LOWER • HARDIPANEL "SMOOTH" PORTION OF COLUMN I BUILDING PAPER LAPS I FRAMING OVER MTL. FLASHING w Q m MIDDLE SECTION I MTL. FLASHING ON TOP CONT. BEAD OF CAULK HOLD HARDIPANEL)/2" UP FROM FLASHING SLOPED 2x6 CAP TRIM 2X4 FRAMING FIBER CEMENT LAP SIDING 2X4 FRAMING %" P.T. PLYWOOD SHEATHING %4x4 TRIM %4x3 TRIM %" P.T. PLYWOOD SHEATHING FIBER CEMENT LAP SIDING I MIDDLE PL�N SECTION FIBER CEMENT LAP SIDING P.T. FRAMING REQUIRED FOR )12" P.T. PLYWOOD WOOD FRAMING I SHEATHING WITHIN 2" OF CONCRETE SLAB 2x4 FRAMING POST BASE PER II STRUCT. I 3�" EDGE OF 2x4 FRAMING CONC. TO POST 11 2 a �YY' 9AP MINIMUM I TOP RIPPED %4" PER T-0" I a a I I a a a a a a +8'-1" ABOVE I� a Ia INTERIOR F.F. a Li. ° u . = =1 1=1 1=1 1= 20 1 1=1 1=1 1=ff�� =1 20 1 -- 2 411 1=1 D� 1 -1 1=1 =— 411 D�zz o —PERSTRUCT.— IIII= — PER STRUCT.—IIIIII IIIIIIIIIIIIIII1 �' 1 l =1—III IIIII ICIIII1 1 l D1 a 4 D1 w VI IIII IIII IIII IIII IIII z 2 a m o THICKEN SLAB TO THICKEN SLAB TO 3 2 4 2><4 3 A MINIMUM OF 2" A MINIMUM OF 2" COLUMN PORCH BELOW GRADE SEE STRUCTURAL SHEETS BELOW GRADE SEE STRUCTURAL SHEETS --------- FIBER CEMENT SOFFIT BASE SECTION BASE SECTION — — — — — — — — — OVER FURR STRIPS FOR FOOTING DETAIL AND FOR FOOTING DETAIL AND %4x10 TRIM POST BASE ATTACHMENT POST BASE ATTACHMENT DECK AT PORCH ROOF 1 HR RATED�C _OL �UM iNAT _DE C�K UNRATED COLUMN AT DECK r DECK r ROOF MEMBRANE TO EXTEND UP WALL SURFACE BEHIND METAL FLASHING 2x10 FLOOR JOISTS WITH MIDDLE PLAN SECTION I •I FIBER CEMENT LAP SIDING P.T. FRAMING REQUIRED FOR )12" P.T. PLYWOOD WOOD FRAMING I SHEATHING WITHIN 2" OF %" TYPE 'X' GYP. CONCRETE SLAB I 6x6 POST I I 2x4 FRAMING I POST BASE PER I 3Y2" EDGE OF ii i STRUCT. CONC. TO POST I 2x4 FRAMING i z a ` �/" AP MINIMUM N 3/4" = T-0" SECTION 1-1/2" - T-0" 1-1/2" = T-O" 1-1/2" - T-0" Sheet Order: A B U F R E S D N z .00 W 14 H m U J � _ a S 25 Central Way, Suite 210 Kirkland, Washington 98033 P:425.454.7130 F:425.658.1208 Web: www.milbrandtarch.com @ Copyright 2021 Milbrandt Architects, INC., P.S. All rights reserved 11326 REGISTERED \ ARCHITECT AVID J. VINCENT STATE OF WASHINGTON AW W R32 Townhomes Anacortes, WA Landed Gentry Revisions No. Date Description Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 JH/AMS Sheet No.: D 7 7 EXTERIOR/ LANDSCAPE AREA 0 0' w U- 2 LU w w V) gfnc�z zoo >z 0 11J00 O�w m �o� N w � LLJ U g N Z LA Of w Q Uw z Y4 TYP. �6/ \6 ------------------------- P.T. 6x5 POST CONDENSER 6 X 61 %4x8 WOOD SLATS WITH %4" SPACING P.T. 2x4 MEMBERS TO FORM FRAME P.T. 2x4 AT BUILDING FACE FOR ATTACHMENT CONDENSER ENCLOSURE PLAN HVAC CONDENSER ENCLOSURES BUILDING INTERIOR 2x4 TRI Y4) WOO SLATS, 3 SPACIN P.T. 2) STUDS 16" O. 2x4 TRI (WIDTH TO BE MINIMUM NECESSARY TO PROVIDE REQUIRED CLEARANCES PER CONDENSER MFR) 0 s a TRASH ENCLOSURE PLAN 2x6 CAP 2x4 TRIM DBL. P.T 2x4 TO[ PLATE Y4Xf WOOL SLATS, %4 SPACINC P.T. 2Xz STUDS C 16" O.0 P.T. 2x2 BOTTOIv PLATE 2x4 TRIM q SECTION TRASH ENCLOSURES 2x6 CAP 2x4 TRIM DBL. P.T. 2x4 TOP PLATE P.T. 2X4 TO FORM GATE FRAME %4x8 WOOD SLATS, %4" SPACING P.T. 2X4 TO FORM GATE FRAME SCREEN WALL DETAIL N 2><4 4 2 4 4 4 m m IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII a G II 2DB II I III III-' 'II III II g SECTION EXTERIOR ENCLOSURE ELEVATION ELEVATION 'l..f /" A n TnIh n ELEVATION EXTERIOR ENCLOSURE ELEVATION AT BUILDING GARAGE PLAN, SECTION, & ELEVATIONS N Z U 40-0.90 W H tie = m U J � Q 25 Central Way, Suite 210 Kirkland, Washington 98033 P:425.454.7130 F:425.658.1208 Web: www.milbrandtarch.com © Copyright 2021 Milbrandt Architects, INC., P.S. All rights reserved 11326 REGISTERED \ ARCHITECT AVID J. VINCENT ,STATE OF WASHINGTON 7 R32 Townhomes Anacortes, WA Landed Gentry Revisions No. Date Description Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 JH/AMS Sheet No.: 1" = V-0" PLAN, SECTIONS, & ELEVATIONS Sheet Order: A B U F R E S D