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Home My WebLink AboutPermit File BLD-2021-0730 3206 R Avenue (6) R32 Townhomes 0 U 4 W UnitTownhome I- m U Anacortes , Washington J _ a Landed Y 25 Central Way, Suite 210 Kirkland, Washington 98033 P: 425.454.7130 F: 425.658.1208 PROJECT TEAM SITE INFORMATION ENERGY NOTES VENTILATION NOTES LIST OF DRAWINGS Web: www.milbrandtarch.com Applicant: Landed Gentry Homes Site Address: 3206 R Avenue, Reference: 2018 International Energy Conservation Code of The State of Washington 1. Design Criteria: 2018 International Residential Code with Washington State amendments. 504 E Fairhaven Anacortes WA, 98233 (2018 IECC-WA) Chapter 4 usingclimate zone catagory 5 &marine 4 for all 2. See Notes on Unit Plan Sheets for undercuttingdoors. © Copyright 2021 Burlington,WA 98233 p g ry Milbrandt Architects, INC., P.S. Al Cover Sheet - Building 1 calculations. 3. See Unit Utility Plans for ventilation fans and locations. All rights reserved (360) 755-8070 Legal Description: LOT A A1.1 Building Statistics - Building 1 All residential units shall comply with the Requirements By Component Table 402.1.1. 4. Whole House Mechanical ventilation system: Whole house ventilation system using exhaust The East 5 feet of Lot 20 and Lots 21 through 24,inclusive,Block 2, Including but not limited to the following: Associated Notes/Details fans per section M1505.4.1. Whole House Exhaust fan shall be ducted directly to the outside A2 Site Plan - Building 1 Architect: Milbrandt Architects, Inc.,P.S. 'Plat of White's first addition to the City of Anacortes', as per Plat Code Requirements Showing Compliance and designed to limit pressure difference to the outside. Outlet to be equipped with backdraft 25 Central Way Suite 210 recording in Volume w of Plats,per page 41 records of Skagit County, Window U-Factor 0.30(0.25 used) Insulation Notes on Floor Plans or motorized dampers in accordance with Washington State EnergyCode. Minimum Kirkland,WA 98033 Washington. p B1 Building Plans - Building 1 1326 REGISTERED (425)454-7130 LOT B Ceiling R-Value R-49 Insulation Notes on Floor Plans Exhaust fan sizing is as follows: ARCHITECT Wood Frame Wall R-Value R-21 int. 4.1. Calculations are based of a undistributed,unbalanced system as defined in the IRC Lot 19 and the west 20 feet of Lot 20,Block 2, 'Plat of White's first (R-21 int.+R-4 ci used) 1 & 5/D1 where Cs=1.5. Distributed systems require outdoor supply air be provided directly to U 1 Unit Plans Unit Al Structural Engineer: CT Engineering addition to the City of Anacortes', as per Plat recorded in Volume 2 of 180 Nickerson Street, Suite 302 Floor R-Value R-30(R-38 used) 6/D1 all habitable spaces. Balanced systems require supply AND exhaust fans which are U2 Framing Plans - Unit Al AVID J. VINCENT Plats,page 41 records of Skagit County,Washington. Seattle,WA 98019 Slab R-Value&Depth R-10,2ft 1 &20/D2 tested and balanced as having airflow rates within 10%or 5cfm of each other. U3 UtilityPlans - Unit Al STATE OF WASHINGTON 206 285-4512 Situate in the City of Anacortes, County of Skagit, State of * * ( ) (Fully insulated slab used) 4.2. Unit Al Min required Whole House Fan(Qv=Qr Cs)Qv=40cfm 1.5 =60cfm Washington. U4 Interior Elevations & Stair Plans - Unit Al "int." (intermediate framing)denotes standard framing 16" o.c. with headers running continuously. If intermittently operated system is installed,multiply required Civil Engineer: Herrigstad Engineering insulated with a min. of R-10 (see 6/D5)and corners fully insulated(see 7& air flow rate by corresponding coefficient located in table M1505.4.3(3). 50%min. U5 Unit Plans - Unit B1 4320 Whistle Lake Rd Parcel Number: P60566,P135407, P135408,P135409, P135410 8/D4)."ci" denotes continues ridged insulation attached to wall sheathing(see 1 operational run time, switching on at least once every 4 hours. 1.0 max Sone rating. U5(R) Unit Plans - Unit Bl(R) Anacortes,WA 98221 & 5/D1). 4.2. Unit B1 Min required Whole House Fan(Qv=Qr* Cs) Qv=40cfm * 1.5 =60cfm (360)299-8804 q (Q -Q U6 Framing Plans - Unit B1 Zoning: R4 All units need to have a certificate posted within 3 feet of the electrical distribution panel running continuously. If intermittently operated system is installed,multiply required U6(R) Framing Plans Unit B1(R) Landscape Architect: Eccos Design,LLC listing the following information: R-values,U-values, duct air leakage test results, air flow rate by corresponding coefficient located in table M1505.4.3(3). 50%min. Use Classification: Townhomes buildingenvelope air leakage test results,types and efficiencies of heating, coolingand operational run time, switchingon at least once every4 hours. 1.0 max Sone rating. U7 Utility Plans - Unit B1 505 South First Street, Suite B p gg� P Mount Vernon,WA 98273 service water heating equipment per R401.3 (IECC-WA) 4.2. Unit Cl Min required Whole House Fan(Qv=Qr* Cs) Qv=50cfm * 1.5 =75cfm U7(R) Utility Plans - Unit Bl(R) (360)419-7400 Site Area: 14,998.59 S.F. (.34 ACRE) All insulation installation shall comply with table 402.4.1.1 (IECC-WA) running continuously. If intermittently operated system is installed,multiply required U8 Interior Elevations & Stair Plans - Unit B1 All units need to be tested and verified as having an air leakage rate not exceeding 5 air air flow rate by corresponding coefficient located in table M1505.4.3(3). 50%min. U8(R) Interior Elevations & Stair Plans - Unit B1(R) GENERALNOTES Building Area: 18,444 S.F. GROSS changes per hour per R402.4.1.2 (IECC-WA). operational run time, switching on at least once every 4 hours. 1.0 max Sone rating. All mechanical ducts in unheated space shall be insulated to a minimum of R-8 per R403.3.1 4.3. Actual mechanical system designed by others. U9 Unit Plans - Unit Cl 1. Comply with 2018 International Residential Code and all applicable codes and ordinances of U9(R) Unit Plans Unit Cl(R) Anacortes and the State of Washington. Units Proposed: Unit Al -2 Bed/2.5 Bath(1 818 GROSS S.F.) -2 Units Mechanical ducts shall be sealing tested per R403.3.2 (IECC-WA) 5. Supply outdoor air shall be brought into the unit through windows or other outdoor air inlets. ( ) mImg 2. Do not scale drawings. Unit B1 -2 Bed/2.5 Bath(1,762 GROSS S.F.) -4 Units Hot water piping shall be insulated to a minimum of R-3 in both heated and unheated spaces Windows and outdoor air inlets shall be screened or otherwise protected from entry by U10 Framing Plans - Unit Cl a) 3. Verify all rough in dimensions for equipment provided in this contract or by others. Unit Cl - 3 Bed/3.5 Bath(1,940 GROSS S.F.) -4 Units per R403.5.3 (IECC-WA) leaves or other outdoor materials. U10(R) Framing Plans - Unit C1(R) 4. Verify size and location of and provide all openings through floors and walls, furring, Total= 10(29 units per ACRE) Water heaters in unheated spaces,or on concrete floors shall be placed on minimum of R-10 5.1. Outdoor air inlets shall be located a minimum of 10 feet from any hazardous or noxious anchors,inserts,rough bucks and backing for surface mounted items. and a minimum compressive strength of 40 psi per R403.5.5 (IECC-WA) contaminants(exhaust from dwelling unit toilets rooms,bathrooms, and kitchens shall U11 Utility Plans Unit Cl S 01 5. Provide furring as required to conceal mechanical and electrical work in all finished areas. Building Height: 3 stories; z38'(40'Allowed) Mechanical ventilation shall be provided per R403.6 (IECC-WA) not be considered hazardous or noxious). U11(R) Utility Plans - Unit Cl(R) Cr) .E 6. All swinging doors not located by dimensions on plans,interior elevations, or details shall be Heating&Cooling equipment shall be sized per R403.7 (IECC-WA) 5.2. 10 foot separation is not required where intake opening is located 3 feet or greater U12 Interior Elevations & Stair Plans - Unit Cl S. "0 3" from face of stud to edge of rough openings or centered between room partitions as Lot Coverage: 7,785 S.F.; 52%(60%Allowed) A minimum of 90%of all permanently installed lamps in lighting fixtures shall be below contaminant source. U12(R) Interior Elevations & Stair Plans - Unit C1(R) ficacy lamps per R404.1 (IECC-WA) 6. Whole House mechanical ventilation system to be provided with manual switches,timers, or ' . shown. high-ef M 7. Plans are drawn assuming the following rough openings: Impervious Area: 12,421 S.F. Additional Energy Efficiency Requirements (Energy Credits)per R406.2, Table 406.2 &Table other means that provided for automatic operation and that are readily accessible by the CO Swinging doors: Nominal size+2". 406.3 (IECC-WA) occupants. System will have controls equipped with manual override off functions for F1 Foundation Plan Building 1 Bi-Fold doors: Nominal size+1�1/2". periods of poor air quality that are clearly labeled as to their function. F2 Shear Plans - Building 1 V BiWindows: doors: sizenal si0e+o • RATED ASSEMBLIES Windows: Nominal size+0". Unit Al =Small Dwelling Unit-3.0 points required 7. Specifics: See Utility Plans for Whole House Fan and Supply air inlet locations. F3 Roof Framing Plan - Building 1 Sliding glass doors: Nominal size+0". 8. All interior doors shall be undercut%" minimum above the finish floor. 8. Fill where required with earth free from organic material. Compact fill in 12" layers Fuel Type 6. All residential mechanical equipment installation must conform to the WAC 173-60-040 Assembly Fire Rating Detail Option 4 Heatingsystem based on electric resistance heat with a Standards: Day55 dBA--Night 45 dBA. R1 Roof Plan Building 1 maximum. p y g 9. "Finish Floor"refers to the top of concrete slab or top of wood floor sheathing: NOT Common walls separating units: 1-hour 4/D1 ductless mini-split heat pump system providing heating for Gyperete. p g dwelling the largest zone. 0.5 points Minimum Required Local Exhaust Rates per section M1505.4.4 El Elevations - Building 1 10. Exterior walls shall be 2x6 studs at 16" o.c. and interior walls shall be 2x4 studs at 16" o.c., Exterior wallsgreater than ore equal to 3-feet or non-rated 1/D1 7. Kitchen Exhaust fans shall be per Table 1505.4.4(1) unless noted otherwise. q E3 Sections - Building 1 perpendicular to assumed or actual property lines: Energy Credits (100 cfm intermittent or 30 cfm continuous). 11. Unless otherwise noted,plan dimensions are to face of studs and face of concrete walls. Option 1.4 Efficient Building Envelope 1.0 points 8. Bathroom/Toilet Room Exhaust fans shall be 12. Refer to interior elevations for cabinet and counter lengths, dimensions, countertop materials Exterior walls less than 3-feet and parallel 1-hour NA Option 3.4 Ductless Mini split min HSPF 10 1.5 points (50 cfm intermitant or 20 cfm continuous). S1.0 Structural Notes and detail reference. Verify all existing dimensions before installation. to assumed or actual property line: Option 7.1 Energy Star Dishwasher,Refigerator,Washing machine, & 9. Air exhaust openings to terminate no less than 3 feet from air intake or operable openings. S1.1 Structural Notes 13. Provide caulking between sole plates and subfloor and between rim joists at subfloor and Dryer. Dryer to be ventless w/min. CEF of 5.2. 0.5points supporting top plate. Floor/ceilings less than 3-feet to assumed 1-hour 7/D1 &12/D1 & 14/D1 ry ry S1.2 Shearwall Schedule and Details 14. Hydrants shall be in service prior to start of framing. or actual property line: S1.3 Holdown Schedule and Details R32 15. Through penetrations and membrane penetrations of rated wall or floor/ceiling assemblies Total 3.5 points provided will require firestopping per IRC Section 302.4. See 13/D1 for diagram of typical s „ Unit B1 = Small Dwelling Unit- 3.0 points required S6.0 Typical Foundation Details Town h o rn es conditions requiring firestopping. Walls separating private garages from living / GWB garage side 5/D1 57.0 WSWH Panel Details q g pp g space: Fire Taped 16. Milbrandt Architects is not responsible for construction means,methods, techniques or Fuel Type S7.1 WSWH Panel Details procedures, or for the safety precautions and programs in connection with the work, and is sOption 4 Heatingsystem based on electric resistance heat with a Anacortes, Floor separating private garages from living / Type'X'GWB garage ceiling 6/D1 p y S7.2 WSWH Panel Details not responsible for the failure of any contractor or subcontractor to carry out the work in space: ductless mini-split heat pump system providing heating for CITY OF A N A C O RT E S WA accordance with the various contract documents and or governing jurisdiction,regardless of the largest zone. 0.5 points S9.0 Typical Floor Framing Details what is shown on these drawings. Penetrations(Firestopping): Per situation 13/D1 PLANNING AND BUILDING D E PT: S9.1 Typical Roof Framing Details Energy Credits Landed Gentry Membrane penetrations by ducts in garages: 26 ga. steel ducting 6/D 1 Option 1.4 Efficient Building Envelope 1.0 points APPROVED PLANS D 1 Details y PROJECT INFORMATION Option 3.4 Ductless Mini split min HSPF 10 1.5 points REVIEWED FOR CODE COMPLIANCE D2 Details Option 7.1 Energy star Dishwasher, Refigerator,Washing machine, & Project Name: R32 FIRE SYSTEMS Dryer. Dryer to be ventless w/min. CEF of 5.2. 0.5 points PERMIT #: BLD-2021-0730 D3 Details Revisions 3206 R Ave D4 Details Scope: New construction of two (2)three storyTownhome buildings Buildingshall have an NFPA 13D sprinkler system installed throughoutper IFC [Totalpointsprovided\ ADDRESS: .� No. Date Description p g p y g ) D5 Details p consisting of five (5)units each,where each unit has their own 903.3.1.3 which shall include a notification appliance which is activated upon Unit Cl =Medium Dwelling Unit- 6.0 points required APPROVED BY: separate entry. sprinkler flow. Any alarms,bells or lights required, due to the design of the .4 D6 Details sprinkler system or integral with the sprinkler system shall be consideredpart of SUBJECT TO FIELD INSPECTION. APPROVED PL S SHALL NOT p y P y D7 Details Fuel Type Occupancy Type: Residential the sprinkler system. The sprinkler system design,therefore,needs to include BE ALTERED WITHOUT A UTH O R I ZA ON. Option 4 Heating system based on electric resistance heat with aD8 Details Construction Type: Type V-B constructions. Some rated assemblies required. See any and all integrated alarms. ductless mini-split heat pump system providing heating for "Rated Assemblies"note this sheet. the largest zone. 0.5 points Plans and specifications for sprinklers shall be submitted to the City of Sprinkler Type: NFPA 13D. Anacortes for review and approval before installation. Energy Credits Building Codes 2018 International Residential Code(Non-Structural). SMOKE ALARMS Option 31.4 DuctEfficlessnt MiniBudsplg Envelope 1.0 points Option 3.4 Ductless split min HSPF 10 1.5 points 2018 International Building Code(Structural&Civil). Smoke alarms are to be installed in each sleeping room, outside each separate Option 5.6 Electric Heat Pump water heater with min. UEF of 2.9 and 2018 Uniform Plumbing Code. sleeping area in the immediate vicinity of the bedrooms, on each additional story utilizing split system configuration with air-to-refrigerant 2018 Washington State Energy Code (residential provisions). of the dwelling, including basements and habitable attics.Alarms shall receive „,"s heat exchanger located outdoors. 2.5 points """k ""'a Washington State Amendments as modified and adopted by the their primary power from the building wiring with battery back-up. Wiring shall B°.© Ngna7=9 Option 7.1 Energy star Dishwasher,Refigerator,Washing machine, & .„, 1 glaaeara°hr local jurisdiction. be permanent and without a disconnecting switch other than those required for °FI°alq°°°vel°� ,a"s' anan =} Dryer. Dryer to be ventless w/min. CEF of 5.2. 0.5 points - 9a°le,elservineap P1 Caps M . overcurrent protection. Smoke alarms shall be interconnected and comply with ,n„a -,g ®�8BP8$m0Neh0 Bga,aa,Qra An.°°Nea,"" household fire warning equipment provisions of NFPA 72. C �NaangM.iTM1al ae�e '''�'' :Total points provided ecM1 salsa ©` °°M°°°' DEFERRED SUBMITTALS JohnStgrvlkPla grouts 0 '"a A - _ See Insulation Notes on the Unit Plans and Insulation and Energy Notes on sheet D l. CARBON MONOXIDE ALARMS A 9 B°"aleaByTheo ' '`° ' s Shop drawings and calculations are required for: Di ,yo-sA9 5 Bey Re,'Shop I a - r SITE • Evans Funeral Chapel zzw Carbon monoxide alarms are required on each floor and outside of each separate r-Bke°IT=9 Plaza Facl�9 Raagq Bay lnn I`1 ""a 'a"" Fiaeroo animal .James Bana Emeryrises 1. Roof trusses. See notes on sheet S 1.0. Drawings and calculations will be reviewed by sleeping area in the immediate vicinity of the bedrooms in dwelling units within Meelpal°e� 9 M1°w° BenaBaars i- deeo salm°" SrinewB am«n°rreQ Q architect/engineer of record prior to submittal to Building Official. which fuel-fired appliances are installed and in dwelling units that have attached y,"a -," „„a BanJ°an a,ra a'd:Inn® eL 2. Fire Sprinkler design, see "Fire Systems"note this sheet. garages. l [ Initial Publish Date: 8-20-21 3. Firestopping details. Firestopping methods and materials shall be determined by the oFe1w ,;pM1N�lan s 9 "'"° "°a - '.."n Contractor except where details or notes are indicated in these drawings. Firesto m N"a u,„ o - -\_ �°qo o ",; Date Plotted: 9-9-21 pFirestopping _ x,"Nag ,. 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 LOADS Job No.: Drawn By: design.Upon the Architect's approval,they shall be submitted to the Building Official for See sheet S1.0 and S 1.1 for Design Loads. 21-21 JH/AMS approval. Firestopping shall not be installed without City approval. ci 4. Electrical and Plumbing design and drawings. Sheet No.: o5. Pre-engineered and pre-fabricated deck and stair guardrail and handrail. Drawings and VICINITY MAP calculations shall be reviewed and stamped by a State of Washington Registered Engineer. o N.T.S. Al N Sheet Order: ABUFRESD R32 Townhomes0 N ,_ W A io u • t T h D i t , ,_ cl, _ m V Anacortes , Washington J a Landed Y 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. Unit Area Matrix All rights reserved Garage Lower Main Upper Total Unit Units Area Heated Area Covered Porch Heated Area Uncovered Deck Heated Area Heated Area Al 2BR/2.5BA 587 65 33 583 40 583 1231 11326 REGISTERED B1 2BR/2.5BA 523 78 26 598 38 564 1240 N ARCHITECT Cl 3BR/3.5BA 413 281 54 639 52 607 1527 41,44(1` AVID J. VINCENT STATE OF WASHINGTON Building Area Summary (Building 1) Units Unit Count Garage Area Lower Floor Main Floor Uncovered Upper Floor Heated Area Covered Porch Heated Area Deck Heated Area Al 1 587 65 33 583 40 583 B1 2 1046 156 52 1196 76 1128 Cl 2 826 562 108 1278 104 1214 C) Per Floor Total Areas 2459 783 193 3057 220 2925 C Building Impervious 4104 Building Impervious includes Overhangs, Patios, Decks and Porches }' CO Building Total Heated Area 6765 Building Heated Square Footage la Building Total SF CD 9678 - Area within the exterior walls of the building and usable exterior area under the horizontal projection C m of the floor or roof above above. '- Fixture Count By Unit m Dish Tub/ Water Exhaust Whole Units Sinks Washer Lay. Shower Toilet Heater Washer Dryer Fan House Fan Al 1 1 3 2 3 1 1 1 4 1 B1 1 1 4 2 3 1 1 1 4 1 Cl 1 1 5 3 4 1 1 1 5 1 R32 Townhomes Building Fixture Count (Building 1) Dish Tub/ Water Exhaust Whole Anacortes, Units Unit Count Sinks Washer Lay. Shower Toilet Heater Washer Dryer Fan House Fan WA Al 1 1 1 3 2 1 3 1 1 1 1 B1 2 2 2 8 4 2 6 2 2 2 2 Landed Gentry Cl 2 2 2 10 6 8 2 2 2 10 2 Totals 5 5 5 21 12 11 11 5 5 13 5 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.: c Al,_ Sheet Order: ABUFRESDI 32nd Street EX : I B IT A STREET FRONTAGE HAS AVAILABILITY EXISTING CURB CUT TO SITE REQUIREMENTS FOR 3 GUEST STALLS BE REMOVED - BOLLARDS ; ' _ _ -�42' WAL�Ciiv DISTANCE FROM FIRE , APPARATUS ROAD TO _ _ GRASSCRETE FURTHEST POINT OF -------- I - ----- ---- FIRE ACCESS EXTERIOR FACADE ---- 'i--- dr ---- MAILBOX CBU— SETBACK REQUIREMENTS PER AMC 19.42.130 ---- i---- — ---- I FRONT AND SIDE STREET-10' (20' FOR GARAGE THAT FACES STREET) - 0 - ---_ - _- - --_ r - - - - INTERIOR 5 FEET. EXEMPT FROM UPPER STORY SETBACK OF 7.5 FEET. -- ---P --- , REAR 10' lialimia flit Om BUILDING HEIGHT 40' Co o°o o°° �■ °o °o° g■ o ,°g ° NI LOT COVERAGE 60% 1" 00000000a BIORETENTION CELL 1--�,� °LANDSCAPING -15% ♦- - ' ilk••1 OPEN SPACE - 10%GROSS AREA OF EACH UNIT �' En SCREENED WASTE STORAGE PERMITTED `^ I ANY SETBACK PER AMC 19.42.140.F.10 ACCESS - INTERNAL ACCESS DRIVES ARE REQUIRED TO BE 20' WIDE AND I NN- NI HAVE 5' SIDEWALK ON ONE SIDE.WE PROPOSE 16' WIDE ONE WAY DRIVE 1 _ -_ _ - I _ TO MATCH ALLEY STANDARDS TO THE SOUTH. I LIEU OF A 5' SIDEWALK ON EAVES PERMITTED V-,,,A _ ONE SIDE, WE PROPOSE 4' WIDE PLANTERS ON EITHER SIDE OF THE ACCESS '114IN SETBACKS PER - - a` - ROAD.WE FEEL THIS IS A MORE APPROPRIATE DETAILING WITH THE LACK • C19.42.140.B.1 0 / 7- / o m / �� \\4,\ OF PEDESTRIAN ACCESS POINTS ALONG THE INTERNAL DRIVE. FIRE 442 S.F. Io co APPARATUS VEHICLES SHOULD NOT NEED TO ACCESS THIS DRIVE AS ALL (ADDITIONAL • - - co 6' PORTIONS OF THE BOTTOM STORY OF BUILDINGS ARE WITHIN 150' OF AN 52 S.F. DECK) I X X I'x 3 X X7I \ • APPROVED FIRE APPARATUS ROADWAY.WE PROPOSE USING A GRASSCRETE • I` - ■ 1 ' �`- -� -1- - T �'- ' - _ ■ PAVING AT THE THE 32ND CURB CUT IN THE EVENT A FIRE APPARATUS • I T I \ , 416 S.F. VEHICLE DOES NEED INTERNAL ACCESS TO THE SITE.TO LIMIT ALL OTHER (ADDITIONAL 52 ACCESS FROM 32ND ST,WE WILL PROVIDE BOLLARDS. 1I U IT Cl OWN HOME I T O NHOME UNIT C1 / S.F. DECK) ' f� Lo B I L D I N G 2 it BUILDING 1 1 EITiN Guest Parking Cctns �-- z SETBACKS MC • Required Parkin Parking Spaces Parkin Spaces r _ /Use q Ratio g #of Units Required Provided I ■1 er 4 units 5' i 4' J I7/ 14 °- - Townhouse - p - 10 2.5 3 ; BSI_ ' r - I , \ I - , 1240 S.F. iii _ ' _ _ Off-Street Vehicle Parking Calculations (ADDITIONAL icArgrer . FX � � 1 ' 4' F T 7 �.�yiRequired Parking Parking Spaces parking Spaces 38 S.F. DECK) 1rXF X> XF - - - - , . ,,J X� 1 ��' 224S.F. Use Ratio #of Units Required provided . 1 1 `\ - - ______A �, (ADDITIONAL �� 38 S.F. DECK) Townhouse;2 i 1 1 v bedroom 1.4 Min;2 Max 6 8.4-12 12 � !.•6' i _;�' 45.0 ', ■- ■ 20'S RED Townhouse;3 ; i▪ i UNITB1 ACCESROAD UNITBI1.6Min;2.5Max 4 6.4-10 8 / \ e EASE:ENT e '/ Bike Parking Calculations 230 S.F. 1 5 /r I 215 S.F. Required Parking Parking Spaces parking Spaces � (ADDITIONAL i • •• •. - _ _ — — — _ _ _ _ _ A (ADDITIONAL Use Ratio #of Units Required Provided40 S.F. DECK) � ` 1 • ( 40 S.F. DECK) .k Townhouse N/A 10 N/A N/A 5 1 4'WIDE � UNIT Al ® LANDSCAP ® 1- UNIT '1 �� - I▪CJ PLANTERS LAVI 0 cy BETWEEN Usable Residencial Open Space Calculations _ 1 jr: 1 DRIVEWAY -r• 45.04' P .9 a 6 0 - .02' S.9�' 15' Required Open Open Space Open Space 1 �- i ■ i e. a Use Space Ratio Unit Type _ Gross S.F. Required _ Provided ° 1 • I I\ dForx,To XXX� i' Q., I 10%Gross Unit 1 � d �ALALAII = Townhouse Area Al 1,818 181.8 255/270 ! ! `- - - - - - I - -- -- - - - - - - - - - _ • C 10%Gross Unit 240 S.F. / , I rJ' Townhouse Area B1 1,762 176.2 262/278 (ADDITIONAL Aj0 I/ ' 10%Gross Unit 38 S.F. DECK) ; WA00, UNIT B O UNI B1 Y �� •-J O L / Ld� Townhouse Area Cl 1,940 194 468/494/598 • 1 r �V A• _ , . .F, 4 1 jZFA'' a . P.A 1 • k ail IIII SITE STATS ,1�I _•, . 1 _ .--��--- . 224 S.F. ' , I r I r � a s (ADDITIONAL 546 S.F. , J I > 1 L . Arr. ' 38 S.F. DECK) (ADDITIONAL .� ■>A=� 10 r •i` O 52 S.F. DECK) r UNIT C1 UN T Cl , SITE AREA = 14,998.59 S.F. (.34 ACRE) '� I NI — LANDSCAPE AREA = 4,259.31 S.F. (28.40%) U 1 i0 EXISTING ° N , U �L, I CURB CUT LOT COVERAGE - 7,785 S.F. (52/0) ).(,/ TO BE ° REMOVED OPEN SPACE -----�.��G�• �i----- - ---�--- -- - � XXI I UNIT 1 = 468 S.F. (24%GROSS FLOOR AREA) UNIT 6 = 494 S.F. (25%GROSS FLOOR AREA) i .- 2 , _ UNIT 2 = 262 S.F. (14%GROSS FLOOR AREA) UNIT 7 = 278 S.F. (15%GROSS FLOOR AREA) ;4..‘re. � ' a -' s �� ELECTRIC PANELS TO BE b m UNIT 3 = 255 S.F. (14%GROSS FLOOR AREA) UNIT 8 = 270 S.F. (14%GROSS FLOOR AREA) a - I b m o 416 S.F. MOUNTED TO GARAGE UNIT 4 = 262 S.F. (14%GROSS FLOOR AREA) UNIT 9 = 278 S.F. (15%GROSS FLOOR AREA) I • I / (ADDITIONAL UNIT 5 = 468 S.F. (24%GROSS FLOOR AREA) UNIT 10 = 598 S.F. (30%GROSS FLOOR AREA) I • •J I WALLS ON ALLEY SIDE .. .� 52 S.F. DECK) UNITS 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 7 � O0 UNIT Cl - 3 BED/3.5 BATH (1,940 GROSS S.F.) 4 UNITS i ' \ \ TOTAL 10 UNITS _ _ _ _ _ _ _ _ _ PARKING - 20 GARAGE STALLS, 3 PARALLEL GUEST STALLS Existing Alley I I SITE PLAN Alley Loaded Scheme e 1" = 10' •-------x FIRE ACCESS DISTANCE - - SETBACK/EASEMENT AS NOTED --- --- PROPERTY LINE �• • •• GROUND FLOOR OPEN SPACE WITH MINIMUM DIMENSION OF 12' CITYOFANACORTES I CITY OF ANACORTES Planning, Community, & PLANNING APPROVAL Economic Development APPROVED BY: Date Received: DATE: 07/27/2 1 •• • _ • 05/25/2021 - _ TRASH ENCLOSURE - SEE SHEET A2.1 PLN-2021-0010 XXX� k4% 4 H:\2121\SITE.DWG Site Plan A 10 Unit Town home Development A Milbrandt Architects , Inc • P • S • R32 Townhomes Anacortes, Wa Scale: Drawn By: Date: Date Plotted: Sheet No.: Job No.: A2 25 Central Way, Suite 210, Kirkland, Washington 98033 Phone: 425-454-1130 Fax: 425-658-1208 Website: http://www.milbrandtarch.com Landed Gentry 1" = 20' JH 03-30-21 5-19-21 2121 GENERAL NOTES EXH I BIT B PLANT SCHEDULE 32ND STREET CITY OF ANACORTES 1. ALL WORK SHALL BE PERFORMED BY PERSONS FAMILIAR TREES CODE QTY BOTANICAL NAME COMMON NAME SIZE GRA SEL GRA ENM WITH THIS KIND OF WORK AND UNDER THE SUPERVISION OF 000 0 4 4 0 00� Op0000 OOp00000 Planning, Community, & A QUALIFIED FOREMAN. �„ , ACE KA3 2 Acer rubrum'Karpick' Karpick Red Maple 2"Cal. 0 n _ oo O� p 0 Economic Development 2. ALL PLANT MATERIAL SIZES AND QUALITY TO CONFORM TO ♦„, O o 00 _O • ;��= =�� =��= =�� 0 Op AMERICAN ASSOC. OF NURSERYMEN, AMERICAN STANDARD ' o .0•••••••••••••0•••;: :; O. 0 Date Received: FOR NURSERY STOCK, MOST RECENT PUBLISHED. CHA ARR 4 Chamaecyparis nootkatensis'Green Arrow' Green Arrow Nootka Cypress 7' Ht. O O • • p O 4/L-2 ACCENT O O O O :::::::::::::: ::::::::::::: O: O FENCE. .. �: O O O O • +�+•••�•�•�444:•w!i•�444 3 05/25/2021 3. PLANT LOCATIONS ON THE PLANS ARE DIAGRAMMATIC AND COR SAT 2 Cornus kousa'Satomi' Satomi Red Kousa Do wood 2"Cal. O O I . '••°�••••••'•••••••'••••••1'. O. OI g p O O o �•;•;•••••;•;•••;•;.••••;.•. O MAY BE SUBJECT TO ADJUSTMENT IN THE FIELD BY THE • 4 • • • • • • 4 • • • • � O O GRASS LINEDBIORETENTIN O O • + • �,-�• • • • - •- LANDSCAPE CONTRACTOR. 0 0 0 0 0 0 OO O PAR RUB 00 00 SWALE. SMOOTH OUT PLN-2021-0010 111VGIN G10 3 Ginkgo biloba'Goldspire' Fastigiate Maidenhair Tree 2"Cal. 0 0 0 0 0 0 0 •• _, _„_. SWALE SIDES SO SIDE 4. ALL PLANT MATERIAL SHALL BE OF NURSERY STOCK AND NPAR RUB 3 Parrotia persica'Ruby Vase' Ruby Vase Persian Parrotia 2"Cal. EXISTING FENCE __ SLOPES ARE 4'1 SHALL BE OF THE TYPE, SIZE AND CONDITION SPECIFIED. '•••,• _ / %� ,®� _ #� ®� --�--�-- \ THE PLANT MATERIAL SHALL EXHIBIT NORMAL HABITS OF i ;; o GROWTH FOR THE SPECIES, SHALL HAVE BUDS INTACT AND SHRUBS CODE QTY BOTANICAL NAME COMMON NAME SIZE V HYD END VV�V!' x0� i � O��6y_QP"e NAN WO SHALL BE FREE OF DISEASE, INSECTS, SCARS, BRUISES, 1111) �x0 .-*6 � w BREAKS SEED AND WEED ROOTS. o BER AT4 4 Berberis thunbergii'Atropurpurea Nana' Dwarf Redleaf Japanses Barberry 2 gal. I FOR FI2 q *\ • T ► `i tt >:�. Ao Ut V. O . 4 Z 5. SEE NOTES THIS SHEET FOR TOPSOIL DEPTH AND BUX SUF 4 Buxus sempervirens'Suffruticosa' True Dwarf Boxwood 2 gal. ��'nn^^c�� _ _ _ _ tl k _ ��'A,„,„.,.. c jr1r: EIcuu0. Oc .`r, �•1 r e LU SPECIFICATION. • • �''�� 3 dli CC 6. SEE SPEC THIS SHEET FOR BIORETENTION SOIL MIX. O CHA HIN 3 Chamaecyparis obtusa'Dwarf Hinoki' Dwarf Hinoki False Cypress 5 gal. 4 TO 6 INCH CO LE LINES BIORETENTION SOIL MIX TO BE PLACED AT A MINIMUM DEPTH }� rt MAH RE4 SWALE. COBBLE 12 DEEP CONCRETE STEPPING 2-MAN SMOOTH BOULDER ON j OF 12" IN THE BOTTOM OF THE BIORETENTION. COR KE3 1 Cornus stolonifera'Kelseyi' Kelsey Dogwood 2 gal. STONES THROUGH VIB DA2 GROUNDCOVER EDEGE (QUAN 3) At 0 �. 7. MEDIUM BARK MULCH IS TO BE INSTALLED AT ALL NEW AI YForsythiagal. CONCRETE STEPPING 4, elo*❑❑❑C*O ! • PLANTING AREAS WITH A MINIMUM OF 2 INCHES. FOR FI2 2 Forsythia x intermedia'Fiesta' Fiesta 21111141# 1-1 i � GIN G10 ' OPH BLA I STONES THROUGH HEU B21 8. LANDSCAPE CONTRACTOR SHALL VERIFY LOCATION OF ALL HEB AUT 3 Hebe x'Autumn Glory' Autumn Glory Hebe 2 gal. GROUNDCOVER - . .lerSITE UTILITIES PRIOR TO LANDSCAPE IMPLEMENTATION. = J I ' `in= • `• • PLANT LOCATIONS MAY BE ADJUSTED TO AVOID CONFLICT. E) HYD END 2 Hydrangea macrophylla'Bailmer'TM Endless Summer Hydrangea 2 gal. / CAR OS2— CA OS2 9. LANDSCAPE CONTRACTOR SHALL TAKE NECESSARY LAV DE2— S;Z, �� ' OVER EXCAVATE FOR CORECAUTIONS TO PROTECT EXISTING SITE IMPROVEMENTS, ��'' ILE GGI 15 Ilex glabra Gem Box' Inkberry Holly 2 gal. o i �❑❑� PAVING, WALLS, AND UNDERGROUND UTILITIES. DAMAGE ®a n PLACEMENT OF 36" x $� IMPORTED TOPSOIL. ' g SHALL BE REPAIRED TO THE OWNER'S SATISFACTION AND AT MAH RE4 8 Mahonia repens Creeping Mahonia 2 gal. Cr TYPICAL ALL PARKING AREAl--01 NO ADDITIONAL COST. '�w+' POCKET PLANTERS. 0 NAN MOO 5 Nandina domestica'Moon Bay'TM Heavenly Bamboo 2 gal. D�� / 0 10. PLANT COUNT IS FOR THE CONTRACTOR'S CONVENIENCE; IF EN ■ THERE IS A DISCREPANCY, THE PLAN SHALL GOVERN. V 0 ACTUAL PLANT QUANTITIES TO BE DETERMINED BY OSM HET 2 Osmanthus heterophyllus'Goshiki' Goshiki Holly Olive 2 gal. ` REQUIRED PLANT SPACING. BLDG 2 BLDG 1 AZA LAI PIE CA2 12 Pieris japonica'Cavatine' Lily of the Valley Bush 2 gal. • 11. ALL AREAS TO BE PLANTED WITH GROUNDCOVER ARE gb udi it CAR TRI — '`� ,;, '❑El • INDICATED ON THE PLAN WITH A HATCH PATTERN. SEE PLANT . rr RHO SC2 2 Rhododendron schlippenbachii Royal Azalea 5 gal. ILE GGI � 4 -��'� LIST FOR PLANT TYPE, SIZE, AND SPACING. BUX SUF o 12. SUBSTITUTION OF PLANT VARIETIES DUE TO LACK OF AZA LAI 5 Rhododendron x'Girard's Pleasant White' Girard's Pleasant White Evergreen Azalea 2 gal. ,� o — i I 1 • • �� AJU RCC AVAILABILITY SUBJECT TO APPROVAL BY THE OWNERS POL MU2 REPRESENTATIVE AND CITY. SPI SP2 3 Spiraea japonica'Little Princess' Little Princess Japanese Spirea 2 gal. C ' Oo o RHO sC2 • o 13. ALL DIMENSIONS ARE ASSUMED TO BE PARALLEL OR C . b PERPENDICULAR UNLESS OTHERWISE NOTED. SYR MIS 2 Syringa patula'Miss Kim' Miss Kim Lilac 2 gal. U8 . (1) CONCRETE STEPPING 1 14. ALL SOIL GRADES TO BE A MINIMUM SIX INCHES BELOW VIB DA2 4 Viburnum davidii David Viburnum 2 gal. STONES • ADJACENT FINISH FLOOR ELEVATIONS UNLESS NOTED L_ :I OTHERWISE ALL GRADES ADJACENT TO A BUILDING SHALL 7` WEI MID 4 Weigela florida'Midnight Wine'TM Weigela 2 gal. !�1` /\ /\ HAVE A MAXIMUM SLOPE OF 5% 3' FROM FOUNDATION. ILE GGI 15. ALL GRADES, DIMENSIONS AND EXISTING CONDITIONS SHALL PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME SIZE ) BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 0 eA ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION AST PU7 5 Astilbe chinensis'Pumila' Dwarf Pink Astilbe 1 gal. GRA SEL ■��0F ❑❑ O O PIE CA2 OF THE LANDSCAPE ARCHITECT. 0 CAR TRI 15 Cardamine trifolia Three-leaf Bittercress 1 gal. CHA HIN 16. AUTOMATED IRRIGATION SYSTEM TO BE BIDDER DESIGNED SYSTEM WILL BE PROVIDED. SPI SP2 HEU LRF HEB AUT I �; CAR OS2 15 Carex oshimensis'Everoro' Everoro Japanese Sedge 1 gal. / , ` • 17. BASEMAP PROVIDED BY HERRINGSTAD ENGINEERS. VYVVVV>ic 7 �A Ctl- - .r�..ol ,,,,„„-.7.,„,„„ �.VV.4 �r • • • • • � ry ! � ,VVVVY4 Alp 0x HEL ORI 4 Helleborus orientalis Lenten Rose 1 gal. • i — �� - ( , O `l �� hl. hd ,,noon n` 77 rC OHEM YH3 21 Hemerocallis x Hybrid Daylily 1 gal. SOIL NOTES L.. OPH BLA . • II CHA ARR.. • HEU B21 13 Heuchera x'Black Beauty Coral Bells 1 gal. _ r 1. CONTRACTOR MAY STOCKPILE SITE TOPSOIL FOR POSSIBLE RE-USE IN LANDSCAPE BEDS. STOCKPILED TOPSOIL TO BE HEU LRF 8 Heuchera x'Lime Ruffles' Lime Ruffles Coral Bells 1' Ht. APPROVED BY OWNERS REPRESENTATIVE. ROAD BASE, GLACIAL TILL, GRAVEL OR CONTAMINATED SOILS ARE NOT °a ACCEPTABLE AND WILL BE REJECTED. HOS VE2 4 Hosta ventricosa Blue Plantain Lily 1 gal. 2. SITE TOPSOIL SHALL HAVE ALL ROCKS, GRASS CLODS AND LAV DE2 6 Lavandula dentata French Lavender 1 gal. DEBRIS LARGER THAN 1"WHENEVER VISIBLE ON THE SURFACE LIR BIG 18 Liriope muscari'Big Blue' Big Blue Lilyturf 2 gal. PLANTING PLAN 3. EXISTING SITE TOPSOIL TO BE AMENDED WITH COMPOST AT A Y OPH BLA 30 Ophiopogon japonicus'Black' Black Mondo Grass 1 gal. 1 " — 101-0„ (CHECK SCALE BAR FOR ACCURACY) RATIO OF 3:1. 3 UNITS OF EXISTING SOIL TO ONE UNIT OF 0 COMPOST. COMPOST TO BE WSDOT CERTIFIED. POL MU2 14 Polystichum munitum Western Sword Fern 1 gal. __—__11 _ _ 4. IN LIEU OF AMENDING SITE TOPSOIL CONTRACTORS MAY jA _ __ —�‘-.N.,. f CHOOSE TO USE IMPORTED 2-WAY TOPSOIL. GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME SIZE 5. TOPSOIL DEPTHS .., V IU IV IU IV IU IV IY AJU RCC 6 A u are tans'Black Scallo ' Black Scallo Car et Bu le 6" Landscape Statistics COA —_ r I IV IV IV IV 1 9 p p p p g I ]� All d — 5.1. TOPSOIL TO BE PLACED AT A MINIMUM OF 9" IN ALL LANDSCAPE BED AREAS AND INCORPORATED INTO U IU IU iu > -- -� IVwIVwIVwIVw S.F. " GROSS ACREAGE 14,999 IlI I � A EXISTING SUBGRADE. LIGHTLY TAMP 6" LAYERS OF SOIL SAG SUB 11 Sagina subulata Irish Moss 6" j I BY HAND OR LIGHTLY WITH EXCAVATOR. Landscape Area Required (10%) , I A 1 499 1 BLDG,Z BLDG 1 I I 5.2. TOPSOIL TO BE PLACE AT AT MINIMUM OF 12" IN ALL Landscape Area Provided 4,259 28% IPIk�� — SOD/SEED CODE QTY BOTANICAL NAME COMMON NAME SIZE �� ll TREE PIT AREAS. SEE DETAIL THIS PAGE. 11 GROUND FLOOR OPEN- 111— , GRA ENM 147 sf Grass Low Grow Lawn Seed Mix Locally Proven Lawn Mix seed STREET FRONTAGE 1-1/2" caliper provided per code. SPACE WITH MINIMUMS 11 I I 5.3. LAWN / GRASS AREA HAVE A MINIMUM 2 PROFILE OF approved tree every DIMENSION OF 12' TOPSOIL. ROTO-TILLER MAY BE USED TO PROVIDE A 30' o.c. required ]rLI_ !I �� SMOOTH GRADE FOR LAWNS. GRA SEL 5,557 sf Grass Sod Locally Proven Turf sod • it I1 _jII 6. TOPSOIL SHALL NOT BE MOVED, MIXED OR PLACE WHILE L • __ _ SATURATED. 7. IN ALL INSTANCES, PLACED TOPSOIL TO BE INCOPRPORTED 1 INTO EXISTING GRADE. CITY OF ANACORTES PLANNING APPROVAL T 10 L 1 1 1\ .._ APPROVED BY: 71/16)re-' Mr DATE: 07/27/2021 1 OPEN SPACE KEYMAP NORTH one inch L-1 SEE ARCHITECTURAL SITE PLAN FOR DETAILS 0 10 20 30 40 NO. DATE REVISION BY REV. ocdo'clic eicp ocdo'cic ax9 STATE OF ISSUE DATE: 5.18.2021 Landed Gentry R32 eccosDesi n WASHINGTON SCALES: — g a��bz) REGISTERED R32 Townehomes HORIZONTAL : 1 — 10 PLANTING PLAN DRAWING: 2118 land Landscape Architecture and Planning \/ _. - _ Mount Vernon,WA 98273 /� VERTICAL N/A JOB NO.: 2118 p.360.419.7400 Q l � contact: Anna Nelson f.soo.5os.2o17 PATRI -- AN DESIGNED: PD • SHEET: dbbnrDesign www•eccosdesign.com CERTIFI E NO.793 Anacortes, V V A DRAWN: PD L— _ -- CHECKED: PD 79'-4" 79'-4" 20' 0" 12' 0" 15'-4" 12' 0" 20' 0" 20'-0" 12'-0" 15'-4" 12'-0" 20'-0" CI .A 1 )1 ji ji / / A I B I ® I I D © A B Q D abi E3 ® E3 ® ir :4, D5 TYP. E3 IN , Mr , I ® MI" Z 1 J 0 :i I— •••• _p _ . . . 1 1 . i , _ . :It v ,i. _._ . . _____v -, . W N4 - 13 1 Ce j! / TYP. @ j! ' �� ,I I I r-- I COMMON 5 4 'I r / > j ,, D3 D1 4 _ Ca 0 t4s, Ij(-1-' 4, 1 WALL / --- I 4 ---J ,, X ,! © ! 4 TYP. @ Q �+ TYP. D3 I +I ———- I D1 COMMON j TRASH ENCLOSURE I. WALL ,1 as II �; ® �` 1 MI 4 ;0D3 1 0� n—— I 4 r——I-1 L_J II (� [ ' d II L_J _ q I 1 I 30 A. _ I, ®° fi 1 gr, 1 °r ! \ 'IA°® TYP. j� _ I r ! —t-I _ '9' 9 co il d ° cp _ -- /Lei, L, Ai, o E-. / (4. IL-- IP ,. .7r J .7r 7,_ r ... ,. I., - I 25 Central Way Suite 210 A. �(`1 I Kirkland Washington 98033 ° Y� © !'_-� �'I4 I E ' — Bi -- Al I B 1 (R) - 1 w 4b25.4www 3milbra dt rch.co0m { TYP. D3 % --- - I, a� — I TYP. 1 �� ° ! II I — TYP. D3 4 - @ EXT. D1 I ----- ® ®❑ O : ---- O v O ❑® ® ---- 11 — — v� I '! ( _ WALLS ® ( --)11 _ �� I ® ® TYP. @ , ! I Milbrandt CA°rcPhYi INC., P.S. 7 I l 4 4 - All rights reservedCI I INT.WALLS I I - 3 TNT.@ ,I TYP. D3 !� I TYP. 1 CD I ;� !'D1 WALLS ��I I CI li @EXT. D1 I I 8 ,. B 1 TYP. I Al (� B 1 (R) T8P. WALLS C1 (R) D1 TYP. TYP. , q TYP. j D4 C 111326C 1 (R) IJ D4 C l r 11 I ® TYP REGISTERED 14 m (l TYP.fik - / D3 I 9 TYP. j D3 \ !' / - Q ARCHITECT 421AJIAit /H' ID4 --- / 0 -� D2 © I I TYP. �.J I 1 p �� AVID J. VINCENT I I 12 I • N� I __ _ •� N II •'.• I STATE OF WASHINGTON D3 TYP. I �� a,• ...�:t;' ._•• . . TYP. 4 ( 1 ::= r TYP. 8 (�I [ 8 T •: . •. 4 TYP. -- _I D7 8 _1i D L+----J D7 TYP. 4I , D6 TYP. I1 16' 0" 1 16'-0" 15'-4" 16' 0" 16' 0" 16'-0" 16'-0" 15'-4" 16'-0" 16' 0" BUILDING 1 UPPER LEVEL PLAN BUILDING 1 LOWER LEVEL PLAN 1/8" = 1'-0" CtS CL 79'-4" •C 20'-0" 12'-0" 15'-4" 12'-0" 20'-0" A B 411 1 1 yr wir D © CO 12 •_ TYP. E3 gir I I I I 1 1 J 1 m r le J �� • i Ili I 1 !j 1 j Ir • I. X I, !i i! i! 4 Ijt' 1 • I, t r �4 4 TYP. @ 0' 0. j COMMON I, 1 D1 WALL ICI v TRASH ENCLOSURE 4 1 ' `� R32 Ij II Ij Ir I1 o, , I I I Townhomes I _ I I. 1 I _ I 0 0 ° ri Ii ii dr' Fn Anacortes, o I —i En 4 i WA B #1F':iAl Bl (R) I__ .. I—— I 1 J� __ = TYP. D3 i� -- ;� IL - I4 Landed Gentry I LEGEND TYP. @ 0' !r1 ! EXTENT OF COMMON FIRE SEPARATION I INT.WALLS I I ! / j 4 \ - WALL SEE DETAIL 4/D1 TYP. 1 O �I Ij I! Revisions 1-HR FIRE PARTITION SEPARATES THE INTERIOR @EXT. D1 C 1 R D1 N 5 I' I N I4 C l WALLS \ TYP. 1 I! TYP. \ I 8 No. Date Description SPACES BETWEEN DWELLING UNITS IN THE SAME D1 TYP. I, II 0' D4 BUILDINGS PER 2018 IRC SECTION 302.2.2 ITEM 1. 11 I 1 ® "' / • .- TYP. / 4• 1 HR RATED CEILING BELOW ——— D3 1 — D2 TYP. 1:i D3 \\ I. -- J D4 TYP. :•:•:•:•� PROJECTING FLOOR ABOVE WHERE - • L. j .— /I O II .... :•:•:•:•: PROJECTING FLOOR IS WITHIN 3 -0 N I '' ►'L *`�� 1 I \/ OF PROPERTY LINE. I .*... • .V....;,:t.:• ;�•: SEE DETAIL7/D1 &12/D1. •:;:•r'-..• - ---}J I •...• •6. `• 4--- ' •• iv.v 1 _ 1-HR RATED CEILING ON LOW ROOF lir D I 8 L T ■ h O I 4 TYP. D7 .. WHERE CEILING IS WITHIN 3'-0" OF TYP. TYP. - —I , D7 L ———— D7 PROPERTY LINE. SEE DETAIL 14/D1. t _18 I TYP. 4 TYP.I I . I ■ WRAP COLUMN WITH ONE LAYER D6 3' 0" 3' 0" 3' 0" 3' 0" 3' 0" ' 3' 0" 3' 0" 3' 0" OF 5/8" TYPE 'X' GWB TO ACHIEVE 16'-0" 16'-0" 15'-4" 16'-0" 16'-0" 1 1-HOUR FIRE RATING. SEE DETAIL 8/D7 &8/D6. BUILDING 1 LOWER LEVEL PLAN 1/8" = 1'-0" Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: CD 21-21 JH/AMS 0 0 Sheet No.: z 0 J_ 5 N B 1 Sheet Order: ABUFRESD UNIT PLAN NOTES 15'-4" 15'-4" 15'-4" FRAMING: 2x6'S AT EXTERIOR WALLS A 1. 3'-7" 11' 9" 1. 3' 7" 11' 9" 1. 9' 8" 5' 8" 2x4'S AT INTERIOR WALLS 2' S" 1' 2" 5'-11%4" 5'-93 " 1 TYP. @ I 8CI UNLESS NOTED OTHERWISE. i i i * EXT. D5in 5'-10j/4 5'-103/4 I I i i D1 WALLS R-21 BAIT INSULATION + R 4ci r I Z 1- ——— R-15 BATT INSULATION, 3'/z" ACOUSTICAL INSULATION BOTH SIDES OF I L ♦ ♦ ♦ ♦ 8-0 7-d SOHD -, �} COMMON WALL, U.N.O. I ROOFBELOW I 1 l V TYP. TYP. @AI 8 1 TYP. @ EXT. 3 \ 0") / I.IJ CONCEALED SPACES SHALL BE FIRESTOPPED IN BOTH DIRECTIONS AT 10'-0" ON EXT. n D1 WALLS I D4 WH \ PARKING STALL / 6 0 6 SLCENTER AND AT FLOORS. TYPICAL. r WALLS D1IrD46-0 -0 SL n \ 9'-0"x19'-0" / l' I ♦ ♦ ♦ ♦ ♦ ♦ a i ♦ ♦ \ Jam— ALL ESCAPE OR RESCUE WINDOWS FROM SLEEPING ROOMS SHALL HAVE A t I r \ FLOOR ABOVE / MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. THE MINIMUM CLEAR / • \ EGRESS ti I OPENING HEIGHT DIMENSION SHALL BE 24". THE MINIMUM CLEAR OPENING WIDTH �` ` ` ` D5 TYP. I _I \ / DIMENSION SHALL BE 20". SILL HEIGHT SHALL BE NOT MORE THAN 44" ABOVE THE _ \ / Cla V `� 8 \ / FLOOR (IRC SEC. R310.2). TYP. D4 I i - \ / WHERE SILL AT OPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVE \ / Dining — 2X8 FRAMING \ / FINISHED GRADE OR OTHER SURFACE BELOW, SILL HEIGHT SHALL BE MINIMUM 24 0 ' FOR ELECjTRIC INCHES ABOVE FINISHED FLOOR. PER IRC SEC. 312.2.1. Ln Bedroom 2 \ / PANEL \ / O, I 4'-0 2,' 2 4 6'-3)/2" 2 8" I — \ / ALL GLAZING SHALL CONFORM TO IRC SEC. R308.4, HAZARDOUS LOCATIONS. m �, I Garage GLAZING IN ALL DOORS SHALL BE SAFETY GLAZED AND ALL GLAZING WITHIN A 24" \ / ARC OF EITHER VERTICAL DOOR EDGE SHALL BE SAFETY GLAZED. ° SOFFIT DOWN WALL FINISH /8" GWB CEILING FINISH ♦ , 2x6 TO 8' 0" A.F.F. 5/8" TYPE "X" GWB. FIRE-TAPE ALL GWB PROVIDE/8" (MIN.) GYPSUM SHEATHING ON WALLS BEHIND TUB/SHOWERS TO 1-5%" 3'-2" 8'-3%" III/ WRAP BEAMS BELOW CEILING LEVEL. SATISFY FIRE REQUIREMENTS AT UNIT SEPARATION WALLS CONDITION. s \ I N INSULATE FLOOR ABOVE. 0SEE DETAIL 6/D1 25 Central Way, Suite 210 TYP. @ 4 TP I N Kirkland, Washington 98033 PROVIDE WATER RESISTANT GYPSUM WALLBOARD BEHIND TUB AND SHOWER 2x6 N 3 INT. •2x6 [____ .____ 2x6 ♦ \ / P: 425.454.7130 F: 425.658.1208 ENCLOSURE MATERIALS TO A HEIGHT OF 70" MINIMUM ABOVE THE DRAIN INLET. ♦ I r I D1 WALLS D1 PWd r� AI \ / Web: www.milbrandtarch.com 0 18 ` 1 / NO PLUMBING, MECHANICAL EQUIPMENT, DUCTS OR VENTS SHALL BE LOCATED IN N 18"TB D1 J THE COMMON UNIT SEPARATION WALLS PER IRC SEC. R302.2.2. W/D 1 g If ♦ " D1 Kitchen 00 I 4 \\ C) Copyright 2021 T HOO 5' V D1 Milbrandt Architects, INC., P.S. '—-- \\ All rights reserved WASHING MACHINE HOOKUPS SHALL BE ACCESSIBLE, AND DRAINS SHALL BE TUB & Q ' PANTRY O � I NWASTE/ READILY ACCESSIBLE UNDER UPC 606.6, 804.1. `�� ^Bath HOWE l\ /X� I \\ D3 i___) r 8 4'-9� 3 En S. i I 1 L_—__�ALL BEDROOM AND BATHROOM DOORS SHALL BE UNDERCUT A MINIMUM OF/4" ps D3 __ ABOVE THE ADJACENT FLOOR COVERING. -6" o ` I S & P —r-I i J WASTE / v I -, I'J I © v I o I \\ // 1 \ PARKING STALL / =N 11326 REGISTERED ♦ I © o I - x I \ / \ ARCHITECT THE FRONT DOOR SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A HALF WALL — r ♦ N i I J r I / S I \ 9'-0"x19'-0" / o KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. IT MAY BE PROVIDED WITH A NIGHT +42"A.F.F. 48"x36" S. .� ♦ —— — \ / cn IN LATCH, DEAD BOLT OR SECURITY CHAIN, PROVIDED SUCH DEVICES ARE OPENABLE 0 I T O V ' o WASTE \ / 9 41•4j1/1 FROM THE INSIDE WITHOUT THE USE OF A KEY OR TOOL, AND MOUNTED NOT TO . v I / I \ / AVID J. VINCENT EXCEED 48" ABOVE THE FINISHED FLOOR. N o i HALF WALL om X I \ / STATE OF WASHINGTON o ♦- J +42" A.F.F. ' z I � I I / Ni I \ / APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED SUCH THAT THE N o , ♦ I �.�. \ • / 4 SOURCE OF IGNITION IS NOT LESS THEN 18" ABOVE THE FLOOR SURFACE PER IRC — WM 1L:) 2-4 HCW m M. ' \ / D1 SECTION M1307.3. LISTED FLAMMABLE VAPOR IGNITION RESISTANT APPLIANCES • �a"TB •co o \ / ARE NOT REQUIRED TO BE ELEVATED. Bath 4 I 7 \ / APPLIANCES SHALL NOT BE INSTALLED IN A LOCATION WHERE SUBJECT TO VEHICLE -1D1 �n—I- 115 - L_— I ♦ ------ \ / O (J� • \ / DAMAGE EXCEPT WHERE PROTECTED BY APPROVED BARRIERS PER IRC SECTION �]TP _ \ / M1307.3.1. 11 r Ij• 2 I \ / D1 L �`1 - 1 I \ / ALL SHOWER HEADS AND KITCHEN SINK FAUCETS INSTALLED IN THE UNITS SHALL L. " S. D3 I ' 3'-11/" 7'-4" �L 2 \ / BE RATED AT 1.75 GPM OR LESS AND ALL OTHER LAVATORY FAUCETS SHALL BE S. 22"x30" ATTIC ACCESS \ / RATED AT 1.0 GPM OR LESS. SHELF AND PLATFORM Q I- - 20 D3 \ / +36" A.F.F. 6, i v D5 I \ / D3 4 �� STAIR NOTES: ° D1 1 -3' 2" 8'-31" - -N 014 TYP. \Fy, \ LOCATE HANDRAILS AT 34'-38" ABOVE THE STAIR NOSING. 3 TYP. @ INT. I 5 \ / HANDRAIL GRASP DIMENSION SHALL BE BETWEEN 1" &1-1/4". PROVIDE ♦ - D1 WALLS D1 \ / Cl) CONTINUOUS HANDRAIL OR TERMINATE AT NEWEL POSTS OR SAFETY TERMINAL. I I I I o \ / 6, \ / C WHERE USED AS A GUARDRAIL, A MAX. OPENING OF 4". N Master Bedroom ,T,'' - o - Living \ / C Q STAIRS TO HAVE A MAX. RISER OF 734" AND A MIN.TREAD OF 10". HANDRAIL Ln Q F.] ' I 2 10 2 \\ a REQUIRED AND RUNS OF 4 RISERS OR GREATER. STAIRS NOT TO ENCROACH INTO 0_ i PARKING AREAS. m-� 4'-0%" INSULATE FLOOR OVER I / y i UNHEATED SPACE. I 1 STAIRS AS_1 v+ C L - Entry .,,,2 NEEDED. MAX ■ WATER HAMMER ARRESTOR REQUIRED AT ALL DEVICES WITH QUICK CLOSING 5 En 4' 01 �•I 7%4" RISER. SEE VALVES PER UPC 609.10. n D4I /2 -8 INSUL 2 MIN RATED 9 &10/D2 ♦ ` ♦ D5 TYP. S. ` ` 18 SE CLOSING v (1_04 17 GYPSUM WALLBOARD SCHEDULE `° 7 I •"\ EGRESS /' D6 } J D8 I /8" GYPSUM WALLBOARD (GWB) SHALL BE USED THROUGHOUT ON INTERIOR ��, I -J1 S. S. S. �` _ \\J Fc�i 0 8 0 SGD ♦ ♦ z LFLOOR ,� I, +-- WALLS, INTERIOR SIDE OF EXTERIOR WALLS AND CEILINGS EXCEPT Al EXTERIOR ____, -0 4 0 SH 5-0 -6 SL 4 o ABOVE �� 4 0 1 SL ROOF BELOW 7 D5 8 I`��1 0 WALLS AND COMMON WALLS REQUIRED TO HAVE A 1-HR OR 2-HR __ __ Deck 9 m r \ : I N FIRE-RESISTANCE RATING IN WHICH CASE/8" TYPE 'X' GWB SHALL BE USED. 7 I I I -- --D4 D7 S. S. `�. . W D4 6 �ONDENSER D4 ,, r TYP. 12 , i ...•.% •'` 2-0 4-0 SH- D5 T P. a.•��•.•t. �• J D7 `: SFTY GLZ I I :• 8 10 u N ..ti 7 '. N TYP. 1 6, \ 8 J . :.: 1porchI. ID4 TYP. ••.• _ ' :• D7 / I D7 D7 ; I �� i f••.. 1...:.h. 1 —— DECK ABOVE�.�'...', , 1 INSULATION S. S. 1 S. ♦ �co \�:y': „1 •, l + - -.-._�� WALLS: 2x6 WALLS WITH FIBERGLASS BATTS I I L J l/,1=v�...$•. i/❑ 1 D7 I \ '/ OR BLANKETS - R21, WINDOW HEADERS WITHIN THESE WALLS TO BE R-10.WALLS TO HAVER 4 I I I S. } ��I•.• .• 4 I ` CONTINUOUS RIGID INSULATION INSTALLED AGAINST 8 E n h 1'-1112" 5'-11" 3'-10 2" 4'_4" 4'-4Y2" D6 I I 8"TYP. D6 Town h o m es THE EXTERIOR SHEATHING. s s s s 1 / s 2' 5" I, 2"/ / 3'-012" 8'-8Y2" I 2'-2" jr3'-0" 1'-9" 4'-0Y2" I 4'-4Y2" / /FLOORS OVER UNHEATED SPACES - R-38. 3'-7" 11'-9" x 3'-7" 11'-9"/ / 6'-11" 8'-5" y Anacortes, SLAB ON GRADE - R-10 PERIMETER AND UNDER FULL I WA 15'-4" 15'-4" Jr 15'-4" SLAB Jr ATTICS ATTRUSSES - R-49 (R-38 SHALLALLBEUNIT Al UPPER LEVEL PLAN UNIT Al MAIN LEVEL PLAN UNIT Al LOWER LEVEL PLAN BE DEEMED MED TO SATISFY THE REQUIREMENT OF R-49 WHEREVER THE FULL Landed Gentry HEIGHT OF UNCOMPRESSED INSULATION EXTENDS 1/4" = 1' 0" 1/4" = 1' 0" 1/4" = 1' 0" OVER THE WALL TOP PLATE AT THE EAVES). EXTERIOR DOORS: DOORS BETWEEN HEATED AREA SUMMARY Revisions AND UNHEATED SPACES SHALL BE U=0.25 Heated SF Unheated SF OR BETTER. Inside Face* Inside Face* No. Date Description WINDOWS: ALL WINDOWS AND SGD TO HAVE First Floor 65 623 9 9 21 PERMIT CORRECTIONS U-FACTOR OF U=0.25 OR BETTER Second Floor 583 40 Third Floor 583 0 INSULATE UNDER STAIRS AND IN WALL Total SF 1231 663 CAVITIES ABOVE BOTTOM OF STRINGERS *Side of exterior walls to which area was measured SEE SHEET U4 FOR INTERIOR ELEVATIONS AND STAIR PLANS LEGEND . • 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%8" TYPE 'X' GWB TO ACHIEVE 1-HOUR FIRE RATING. SEE DETAIL 8/D7 &8/D6. Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 JH/AMS Sheet No.: 0 0 N UI Sheet Order: ABUFRESD FLOOR FRAMING NOTES I SF STRUCTURAL FASCIA (5/4x8 TYP. U.N.O.) 2x LEDGER 4\ ROOF TRUSSES ABOVE Q FB FLUSH BEAM (S9 0/ FLOOR JOISTS DB DROP BEAM \ (2) 2x10 HDR N HDR HEADER L 11 _ LJ _ I _U _ GT GIRDER TRUSS I- -�-�F- uJ - - - --I Z rLIIV GLB GLU-LAMINATED BEAM (SEE SHEET xx FOR CAMBER INFO.) JACK TRUSS @ II / W- 24" O.C. 19 FLOOR FRAMING AS NOTED IN DRAWINGS /4 (4\ 9.0/ I I 5.25x11.�75 LVL FB \59.0/, \S9.0) _ (2) 2x10 HDR _ I ® I- VENT DUCTING AN + + 2X LEDGER -1 i - u LI117 u u H® Ce (2) 2x STUDS UNO BY X , WHERE X=NUMBER OF STUDS `� LJ LJ 3.5x11.875 LVL FB 3 I X 0 _ - -r�— n--H---H--rrr��—n-�® I m V // _ �19\ BLOCKED DIAPHRAGM; NAILING PER STRUCTURAL NOTES SHEET xx S9 0/ U _ Q j// BEARING WALL Nz O HANGERS INDICATED ARE SIMPSON STRONG-TIE SEE SHEETS xx. , O I O . FLOOR SHEATHING SHALL BE AS INDICATED ON SHEET xx. I- 4X8 u_ u \ 1 /9 \ POST ) 1 - (S90/9 ALL BEAMS AND HEADERS SHALL BE SUPPORTED ON DOUBLE STUDS UNLESS 4x8 NOTED OTHERWISE. PROVIDE 3 BUNDLED STUDS UNDER BEAMS GREATER THAN 6" I \59.0/5.25x11.875 LVL FB POST 25 Central Way, Suite 210 WIDE AND 2 BUNDLED STUDS UNDER BEAMS LESS THAN 6" WIDE. FACE NAIL ® m -_ _y�_. 1. �I_ a _H _ _ _ �"—n�_ Kirkland, Washington 98033 I� n fl �rll - l P: 425.454.7130 F: 425.658.1208 BUNDLED STUDS TOGETHER WITH (2) 16d AT 12" O.C.TYPICAL. 5.25x11.875 LVL -B Web: www.milbrandtarch.com Ji F /6 VERTICAL STRAPS (EX. STHD, MST) INDICATED ON FRAMING PLAN ARE AT THE /6\ d J BOTTOM OF THE WALLS BELOW THE FRAMING LEVEL. 59.0/ O (� I \S9.o © Copyright 2021 \ Milbrandt Architects, INC., P.S. BLOCKING @ FLOOR RIM SPACE - Ln 0 I All rights reserved SEE xx FOR BLOCKING @ SAWN LUMBER g /6 I I SEE xx FOR BLOCKING @ TJI O SEE xx FOR BLOCKING @ TRUSS BAYS ~" z -- \S9.0 ) SEE xx FOR BEARING WALL STUD REQUIREMENTS. 11326 REGISTERED T cLO u /6 \ ARCHITECT SEE SHEETS xx FOR TYPICAL WOOD FRAMING DETAILS. i -J , , \59.0/ 3.5x11.875 LVLIFB O / 1 ] /9) , AVID J. VINCENT ®2 -- J POST \59.0 STATE OF WASHINGTON \ OPEN Ill ABV. O O \ STAIR / I ILi Li LI FRAMING I I I --- - --•- —7-Tr-Tr ` l� u \ / II S \ I\ OPEN I \ / 3.5x1'.875 LVL FB 9 I STAIR I 3 3.5x11.875 LVL FB FRAMINQ ABV POST ABV. POST \r \ / 9.0/ U\ / I JAL-1J�L—JAL J ILJ�L JAL-- 03 \ / I \X / \ I/ A I - 1R 5u11 275 I VI FB / \ I \ / i l9 Mr Lin r1 RAISED T•:•'•'•1.'.':.X:.•:.1 X v, PLATFORM {'.'.':.'X'.'.'.f.'. � / \ I O FRAMING . ..a•••••\-..t.• I --/ \ `Q +3'-0" A.F.F. • r.......1 • , / \ I N" U� SEE FRAMING 1*•X••••••••\*1••• // \\ POST Cl) 14 J.I L.L 1.1 PLAN THIS ...'.'.'.'.�r / \ ABV. C 13.5x11.875 LVL FB SHEET O I' "+1'1-1 I'" POST / \ __ \ 3.5x11.875 LVL FB ABV. A_ 0 ,� r O a Q LVL FB C I /19 I I II . I \S9.0 /) 9\ PLATFORM n49.%3 `'iT�TB�i �_ ,� i UNITAl FRAMING PLAN /4 _ _ _ _ 5.25x11.875 LVL FB 4 1/4" = 1'-0" \59.0) (2) 2x10 HDR " -- Ti r — /4\ I 2x LEDGER 1 62) 2x10 HDR 4\ \59.0/ ' _ _ CONDENSER � 59.0 a•• t2) 0x10 HD' / JACK :....... '.'.'.'.. I TRUSSES \ (i8\' 9.0/ I 4x4 POST @ 24" O.C. I .'.':.'•... ::• •:••• - - co o II GTIIIo P.T.4x8 HDR = II EI= \GABLE END TRUSS 2x10 DECK JOIST. @ 16" O.C. RIP TOP%4":1' FOR R32 \ 4x4 POST DRAINAGE Town homes Anacortes, WA UPPER LEVEL MAIN LEVEL UNIT Al FRAMING PLAN UNIT Al FRAMING PLAN Landed Gentry 1/4" = 1'-0" 1/4" = 1'-0" 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.: C' 0 N U 2 „, Sheet Order: A B U F R E S ELECTRICAL NOTES A I GENERAL NOTES —TOPHOTOCELL 0 / THIS ELECTRICAL PLAN IS THE ARCHITECT'S SUGGESTED LAYOUT. THE ELECTRICAL CONTRACT IS ON A +84" N 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 0z DRAWING. • METER CENTER LOCATIONS SHALL BE COORDINATED WITH THE ARCHITECT. I OD8' HOSEBIBB )=,48 \ 4 W HIGHEST OPERABLE PART OF ENVIRONMENTAL AND OTHER CONTROLS SHALL MOUNTED NOT LESS WHOLE POWDER • I \ / l' THAN 36 INCHES ABOVE FLOOR. ELECTRICAL AND COMMUNICATIONS SYSTEMS ON WALLS SHALL BE \/ \/ HOUSE I ' VENT 1 O F / MOUNTED A MIN. OF 15 INCHES ABOVE FLOOR. FAN 0 O I I \ / Ce 750W J \ / I OUTLETS, SWITCHES, TELEPHONE AND TV, ETC. BOXES IN PARTY WALLS OF ONE UNIT SHALL BE IN I ELEC BB DIFFERENT STUD SPACES THAN THOSE IN THE ADJACENT UNIT. NO TWO ADJACENT UNITS SHALL HAVE - \ / Ca V USB I• r +48" SUCH BOXES IN THE SAME STUD SPACE. BOXES SHALL BE SEPARATED HORIZONTALLY BY 24". ; ELEC \ / 0 PANEL \ / INDIVIDUAL ELECTRICAL OUTLET BOXES SHALL BE OF STEEL OR OTHER APPROVED MATERIAL AND SHALL o I \ I NOT BE GREATER THAN 16 SQUARE INCHES IN AREA. -TEC Q Bedroom 2 � PORIr II OUTLETS SERVING COUNTERTOP SURFACES IN KITCHENS AND BATHROOMS OR LOCATED WITHIN 6 FEET ' I II OF A SINK RECEPTACLE SHALL HAVE GROUND FAULT CIRCUIT-INTERUPTER PROTECTION. OUTLETS I I Dining N INSTALLED IN GARAGES OR OUTDOORS SHALL HAVE GROUND FAULT CIRCUIT-INTERUPTER PROTECTION. i \ PREWIRE LOW VOLTAGE / WIRE FOR GARAGE DOOR 4 THE WATER HEATERS SHALL BE STRAPPED AT A POINT WITHIN THE UPPER 1/3 AND THE LOWER 1/3 OF I / I I \ I OPENER & ELEC. EYES ITS VERTICAL DIMENSION.THE LOWER STRAP SHALL BE NOT LESS THAN 4" ABOVE ANY CONTROLS. / � I I \ WATER HEATERS SHALL BE PROVIDED WITH A PRESSURE/TEMPERATURE RELIEF VALVE THAT IS I VENT FROM RANGE I \ CONNECTED TO A DRAIN LINE. THE DRAIN LINE SHALL BE DIRECTED TOWARD THE GROUND AND r HOOD BLW. C �3 \ 25 Central Way, Suite 210 TERMINATE AT A POINT NO LESS THAN 6" AND NO MORE THAN 24" ABOVE THE GROUND. I o I Kirkland, Washington 98033 +4 +�g" \ I ----- Z \ P: 425.454.7130 F: 425.658.1208 \ Web: www.milbrandtarch.com PRESSURE/TEMPERATURE RELIEF VALVE SHALL DISCHARGE THROUGH AN AIR GAP INTO THE DRAINAGE pH7 \ n TV F IOo VENT SYSTEM OR OUTSIDE OF BUILDING PER UPC 608.5. E \I J r1 THROUGH \ W/D I SD g g I j �\ PV�d r, WALL / \ © Copyright 2021 SMOKE DETECTORS SHALL BE EQUIPPED WITH A BATTERY BACK-UP, SHALL EMIT A SIGNAL WHEN I fi 8 • -cn \ / o R ABV I / I Milbrandt Architects, INC., P.S. BATTERIES ARE LOW, SHALL BE PERMANENTLY HARD WIRED AND WITHOUT A DISCONNECTING SWITCH efkl) I Kitchen \ M All rights reserved OTHER THAN THOSE REQUIRED FOR OVERCURRENT PROTECTION, AND SHALL SOUND AN ALARM 39" / AUDIBLE IN ALL SLEEPING AREAS OF THE DWELLING IN WHICH THEY ARE LOCATED. \r `//Bath - I \ - -�- I / \ I /i VTR I I if /LA --1ia, /I \\ +48" ENERGY NOTES SD/CM r, / / J 048" I \ �I 44„ I I ; 0 I 11326 REGISTERED NIi / I I _ o I I - ARCHITECT SEE ENERGY NOTES ON SHEET Al & Dl. ��' lll��` ��- , —— I \ WATER HEATER SHALL BE ELECTRIC. z 0C Q ' 3�3 3 / II \ �� I Garage I n- / \ \ \ !-4" I AVID J. VINCENT HOT AND COLD WATER HEATER PIPES IN UNCONDITIONED SPACES SHALL BE INSULATED WITH R-3 m - I STATE OF WASHINGTON INSULATION WHICH HAS A FLAME SPREAD OF 25 OR LESS. 1 / / z \\ DISP. ) +48" \ I SD U / - \ \ ICE I \ ELECTRIC HEATER SIZE BASED ON 3 WATTS PER SQUARE FOOT. SEE HEAT SIZING FORMS FOR EXACT MAX ® 350W I \ \ -4 I - ----- \ I TO BELOW SIZING PER UNIT. �F VTR ELEC BB I 1 \ ------ \ I / / L v \ _ _ I +44" I i DUCTLESS MINI SPLIT HEAT PUMP SYSTEM TO PROVIDE ZONAL CONDITIONING TO THE MAIN LEVEL \ M. Bath I US O \ \ I AND HAVE A MIN. HSPF OF 10.0. /� 0 --- I P P P II 44' tip, �� 1 /N CHIME iTECH PORT �0--- \ \ O 1MI \ WALL ^0� \ I TO BELOW z TO ABOVE �� VENTILATION NOTES I � ; (DO I I MOUNTED ) / I DUCTLESS 0 TO ABOVE I MINI-SPLIT I VENTILATION: SEE NOTES ON COVER SHEET. I / / Master I / I SMART o I \ USB 0 I / r1 r1 ALL EXHAUST DUCTS SHALL BE RIGID METAL, AND SHALL BE FITTED WITH A TIGHT FITTING BACKDRAFT PANEL -TV I \ Bed room { 0r I / / DAMPER CAPABLE OF CLOSING WHEN THE FAN IS NOT IN USE. I I - - 1 \ \ I / +48'' ''AA \ Y Y \ 0 \ \ I v/ DUCTS IN UNHEATED SPACES INCLUDING ATTICS SHALL BE INSULATED TO A MINIMUM OF R-8. \\\ w w I \ - -TV \ I I / o \ I \ I Living I "'fff"' \ I _ �,' TOP FLOOR EXHAUST FANS SHALL VENT THROUGH ATTIC. \ NN \ \ ICU - - CFB I a I - SAD/CM / / I 1 / I Q DRYER TO BE VENTLESS WITH A MINIMUM CEF RATING OF 5.2. I I I I D 1 I \* / / I 0 / / , \ / N / / / D +48" / / FRESH AIR TO BE SUPPLIED TO A HABITABLE ROOMS OF THE UNIT THROUGH THE USE OF SCREENED I \ \ J rg Nye I 0 / / WI NET FREEFREOE OPENING OR WINDOW OUTDOOR AIR INLETS THAT PROVIDE THE EQUIVALENT OF 4 SQ. IN. Y \ Y OAJ SD/dM / / mW _ OFAREA. �I w \ - - - ®\ / / _ _ --p- Entry / / ___ r� 750W 0 / / m 11 �C II J I OI ELEC BBI� O , \ LJ to rl ELECTRICAL LEGEND LI I ' /\o Lr 4 i s-iS S WP I /--DUPLEX RECEPTACLE OUTLET CEILING MOUNTED LIGHT - ----_ CONDENSERDec 1 I BELL S I qtc DUPLEX RECEPTACLE OUTLET \ I SPLIT WIRED (SWITCH TOP HALF) \ I DUPLEX OUTLET W/ USB P PENDANT LIGHT I 141 USB RECEPTACLESP 7 fii Porch r-I M0 DUPLEX RECEPTACLE OUTLET r1 RECESSED CEILING LIGHT; IC RATED _1L J 1-1 El MICROWAVE J R32 0 SINGLE RECEPTACLE OUTLET 208v r---, WATERPROOF RECESSED CEILING Town homes (R: RANGE, D: DRYER) 1-__J LIGHT CFB0 CEILING FAN BOX -0- WALL MOUNTED LIGHT Anacortes, WA Q JUNCTION BOX 0 UNDER CABINET LIGHT UPPER LEVEL MAIN LEVEL LOWER LEVEL A TECH PORT Lci_ UNIT Al UTILITY PLAN UNIT Al UTILITY PLAN UNIT Al UTILITY PLAN MICROWAVE OVEN/RANGE HOOD COMBINATION, 100 CFM, 3 SONES Landed Gentry 1;1 TELEVISION JACK MW SMOOTH DUCT. 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0" S SINGLE POLE SWITCH I< PHOTOCELL SAFETY SENSOR Revisions S3 THREE WAY SWITCH VTR VENT THROUGH ROOF No. Date Description $PB PUSH BUTTON RECESSED CEILING WHOLE HOUSE n 9-9-21 PERMIT EXHAUST FAN, SEE VENTILATION CORRECTIONS i ELECTRICAL PANEL LHJ NOTES ON COVER SHEET FOR SIZE. BBH ELECTRIC BASEBOARD HEATER 1.0 SONES MAX, 6" ROUND DUCT. i ' RECESSED CEILING EXHAUST FAN 50 0T THERMOSTAT �FJ CFM MIN, 1.5 SONES MAX,4" ROUND DUCT. ® SMOKE DETECTOR WITH BATTERY SCREENED WINDOWS OR BACKUP \ v WINDOWS W/OUTDOOR AIR INLETS; SEE VENTILATION NOTES SD/CM COMBINATION CARBON FOR MORE DETAILS ▪ MONOXIDE/SMOKE DETECTOR Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 JH/AMS Sheet No.: c; C F. U 3 Sheet Order: ABUFRESDI III fiT UPPER LEVEL t/) 14 IIII Z ~ MAIN LEVEL D5 \ V sy-16 0 _ 4 La Cii) -. o Nam, - 15 \ Ce' IC,-15 z 14 HALF WALL • p N - @ 42" A.F.F. 14 13 -- v -fi � V 13 0 12 a 12 I—T cp 11 Il —\ t ---t--I I W1836 W3018 W1836 W3336 W3336 W3336 F W3618 7-1GWB 11 HALF WALL a .10 u S \ / /\ \ / \ / \ / \ S. ` ` j\ \ @ 42" A.F.F. w O / 10 0 9 -\ /- -- -- -- - :Lc9 Q 8 o WC --MICROWAVEW/-- --- ----"--- / -- 1Y"0 HANDRAIL n 1%z"� HANDRAIL 8 1- 7 I EXHAUST FAN OPEN TO BEYOND AT 34" TO 38" AT 34" TO 38" \ / 25 Central Way, Suite 210 a 7 ABOVE NOSING. - 6 ABOVE NOSING. `' `' `' `' `' Kirkland, Washington 98033 1%" BETWEEN 1%z" BETWEEN GWB ( P: 425.454.7130 F: 425.658.1208 . • -•—i— , 1- /N m m m Web: www.milbrandtarch.com v HANDRAIL HANDRAIL 6 N &WALL 5 N &WALL I II I REF \ @=, 5 4 L —J I / �� - \ © Copyright, INC.,Milbrandt Architects, IN P.S. 4 3 / - RANGE - All rights reserved --> Lo H----DW < 3 2 - 7 I , / N/ 2 1 SS I • n r • o N; �_ REGISTEED SB18 DB18 BS36 SB12 SBC48 SB39 PANTRY12 11326 ARCHITECT 1 S5- a • a • = 13 41-4JIA1 19 D =N D5 KITCHEN PLAN 1 KITCHEN 2 KITCHEN 3 KITCHEN AVID J. VINCENT D5 "' 3'-3" STATE OF WASHINGTON N 3'-3" Si • e LOWER LEVEL MAIN LEVEL ,- T 0 :D MI ��7 J -- GWB CENTER LIGHTS ON SINK as STAIR PLANS % O , LIGHT BAR J CL \\ LIGH BAR LOWER LEVEL TO MAIN LEVEL MAIN LEVEL TO UPPER LEVEL _ I 15 EQUAL RISERS = 9' 1%8" 16 EQUAL RISERS = 10' 1%" �J MIR�OR GWB MIRROR mW MAX RISER = 7%4" MAX RISER = 7%4" I MIN. TREAD = 10" MIN.TREAD = 10" A 2-6*4-0 = 4-6 t 3-0 ] J I -LAMINATE COUNTER OZS -f b I ] 4 I • C - i I i r- • L_ ril < > N A+ ti , ` � DB12 VS36 DB12 ` ` W W PWDR PLAN GO PWDR M. BATH PLAN M. BATH L.5 ._ a) C #15' R32 'g' '8' � CENTER LIGHTS ON Town homes T ( CABINETS O GWB • LIGH BAR CURTAIN ROD Anacortes, A I 0 WA / I MIRROR 3-0 t 3-6 o FIBERGLASS Landed Gentry SURROUND c- .� i �� LtINATE C UNTER v &4"SPLASH co -, Revisions v J >2<, N f No. Date Description in rl>, f < I> .1_,. _ , s , F VS27 VBD12 BATH PLAN 6 BATH INTERIOR ELEVATIONS 3/8" = 1'-0" Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 JH/AMS Sheet No.: 0 n N U4 Sheet Order: ABUFRESDI UNIT PLAN NOTES 16' 0" 16'-0" 16'-0" > FRAMING: 2x6'S AT EXTERIOR WALLS A 4'-0" 12'-0" 1 4'-0" 12'-0" .t. 4' 0" 12'-0" > 2x4'S AT INTERIOR WALLS 1 I CI UNLESS NOTED OTHERWISE. 6' 0" 6' 0" 6' 0" 6' 0" I I 6' 4" 5' 8" 1. N R-21 BATT INSULATION + R 4ci I I + R-15 BATT INSULATION, 3 z"ACOUSTICAL INSULATION BOTH SIDES OF - ROOF BELOW ♦ ♦ ♦ ♦ d I �� COMMON WALL, U.N.O. 1 TYP. @ T TYP. 1 D1 EXT. EXT. F 1- 8 0 7 SOHD5 0 4 6 SL WALLS 5-0 5-0 SL WALLS D1 8 \ / W CONCEALED SPACES SHALL BE FIRESTOPPED IN BOTH DIRECTIONS AT 10'-0" ON ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ - CENTER AND AT FLOORS. TYPICAL. I EGRESS I f —1 I o D5 - 12 I- 6 \ D5 / ALL ESCAPE OR RESCUE WINDOWS FROM SLEEPING ROOMS SHALL HAVE A TYP. - \ FLOOR ABOVE / Ce MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. THE MINIMUM CLEAR D5 I \ / I > OPENING HEIGHT DIMENSION SHALL BE 24".THE MINIMUM CLEAR OPENING WIDTH I I I I I I - - \ PARKING STALL / DIMENSION SHALL BE 20". SILL HEIGHT SHALL BE NOT MORE THAN 44" ABOVE THE I 1 9'-0" X 19'-0" / Ca 0 > FLOOR (IRC SEC. R310.2). -*''' ' X8 FRAMING / 0 Dining FbR ELECTRIC WHERE SILL AT OPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVE Bedroom 2 o o PANEL FINISHED GRADE OR OTHER SURFACE BELOW, SILL HEIGHT SHALL BE MINIMUM 24 N 1 / > INCHES ABOVE FINISHED FLOOR. PER IRC SEC. 312.2.1. 1 / \ / > ALL GLAZING SHALL CONFORM TO IRC SEC. R308.4, HAZARDOUS LOCATIONS. I I I I v 1\ / 3 GLAZING IN ALL DOORS SHALL BE SAFETY GLAZED AND ALL GLAZING WITHIN A 24" TYP.66„ I 2'-8" 6'_8" 2'_8" o ' \ / / ARC OF EITHER VERTICAL DOOR EDGE SHALL BE SAFETY GLAZED. 8' AITDo Co 17 \ / PROVIDE 5/8" D3 D1 \ / " (MIN.) GYPSUM SHEATHING ON WALLS BEHIND TUB/SHOWERS TO 6-0 BYPASS \ / > SATISFY FIRE REQUIREMENTS AT UNIT SEPARATION WALLS CONDITION. =_ C ♦ ♦ �x6 L- ] 2x ♦ \ /- - --- - 25 Central Way, Suite 210 PROVIDE WATER RESISTANT GYPSUM WALLBOARD BEHIND TUB AND SHOWER _ - v J I \ / Kirkland, Washington 98033 SOFFIT DOWN \ / P: 425.454.7130 F: 425.658.1208 > ENCLOSURE MATERIALS TO A HEIGHT OF 70" MINIMUM ABOVE THE DRAIN INLET. N S & P N 1 1 / Web: www.milbrandtarch.com TO 8'-0"A.F.F. 0 > NO PLUMBING, MECHANICAL EQUIPMENT, DUCTS OR VENTS SHALL BE LOCATED IN ♦ I I I ♦ I I - \\ I THE COMMON UNIT SEPARATION WALLS PER IRC SEC. R302.2.2. 2 4 HCW 18 TB 5, y O \ / © Copyright 2021 Milbrandt Architects, INC., P.S. / V Bath TUB & r 1 \ / All rights reserved WASHING MACHINE HOOKUPS SHALL BE ACCESSIBLE, AND DRAINS SHALL BE \ I 4SHOWER PANTRY 4 1 / > READILY ACCESSIBLE UNDER UPC 606.6, 804.1. D1 E, 4 Kitchen D1 \ / r8" 1 \ / D1 ALL BEDROOM AND BATHROOM DOORS SHALL BE UNDERCUT A MINIMUM OF%4" - y [1 T= D3 - - 411,1) Q' I H ABOVE THE ADJACENT FLOOR COVERING. -• — J J ♦ 2x6 - ♦ •♦_ - \ /I 1326 REGISTERED > THE FRONT DOOR SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A 48"x36" ♦ r ® -� " WASTE \ Garage / I I o ARCHITECT O o I i I \ / I > KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. IT MAY BE PROVIDED WITH A NIGHT N DN / _ N N N M N o ti W/D N " 0 3' 6�" 5' 1" T 4" o o I /xN I \ PARKING STALL / , o LATCH, DEAD BOLT OR SECURITY CHAIN, PROVIDED SUCH DEVICES ARE OPENABLE C FROM THE INSIDE WITHOUT THE USE OF A KEY OR TOOL, AND MOUNTED NOT TO v \ `--J ' �` i \ 9' 0" X 19' 0" / M v z v v IL---� v AVID J. VINCENT o , - - WALL FINISH%" GWB CEILING FINISH I > EXCEED 48" ABOVE THE FINISHED FLOOR. - WASTE STATE OF WASHINGTON _—s I - e- ♦ - ��iL �"TYPE "X" GWB. FIRE TAPE ALL GWBI APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED SUCH THAT THE o z 1 L— x _ WRAP BEAMS BELOW CEILING LE//EL. j0.2-4 oI T I \INSULATE FLOOR ABOVEl . / 4 > SOURCE OF IGNITION IS NOT LESS THEN 18" ABOVE THE FLOOR SURFACE PER IRC o 5 "' ___ \ SEE DETAIL 6/D1 / D1 SECTION M1307.3. LISTED FLAMMABLE VAPOR IGNITION RESISTANT APPLIANCES N1 0 NI- WASTE \ /4' 11 ARE NOT REQUIRED TO BE ELEVATED. - �2 16"TB J �(� - N L- 4 6 ' S�/62 > APPLIANCES SHALL NOT BE INSTALLED IN A LOCATION WHERE SUBJECT TO VEHICLE 3 - M. Bath o TYP. ♦ I i/ i� 11 \ / DAMAGE EXCEPT WHERE PROTECTED BY APPROVED BARRIERS PER IRC SECTION D Q -- • - M1307.3.1. r D3 \ HALF WALL 20 4 ♦ i, 1\ / m ` �`&� \ / 11 o a L�TP +42" A.F.F. D5 D1 > ALL SHOWER HEADS AND KITCHEN SINK FAUCETS INSTALLED IN THE UNITS SHALL I D1 ��I \ / BE RATED AT 1.75 GPM OR LESS AND ALL OTHER LAVATORY FAUCETS SHALL BE `? ♦ I ♦ I S. 1 I i ♦ I _ 2 \ / �. D3 \ / RATED AT 1.0 GPM OR LESS. N 22"x30"ATTIC ACCESS o I N N STAIR NOTES: q 2'-�"" 1'-5Yi 3'-2" 8'-112" 3 2 I r I \\ I LOCATE HANDRAILS AT 34'-38" ABOVE THE STAIR NOSING. M D1 D3 N 5 \ / ♦ r T ♦ SHELF AND PLATFORM D1 \ / HANDRAIL GRASP DIMENSION SHALL BE BETWEEN 1" &1-1/4". PROVIDE +36" A.F.F. TYP. @ N I 1 / CONTINUOUS HANDRAIL OR TERMINATE AT NEWEL POSTS OR SAFETY TERMINAL. INT. I - S. IEn 317 2„ 2, g1�„ I > WHERE USED AS A GUARDRAIL,A MAX. OPENING OF 4". D WALLS = Living \ I y e/ ,N 025 a` M Master Bedroom I o UP INSULATE FLOOR OVER 4 1 / m > STAIRS TO HAVE A MAX. RISER OF 7%4"AND A MIN.TREAD OF 10". HANDRAIL a REQUIRED AND RUNS OF 4 RISERS OR GREATER. STAIRS NOT TO ENCROACH INTO ›- CO ♦ "' UNHEATED SPACE I co I D2 11 / elm 4-6 PARKING AREAS. 4 4 ♦ - �LI }a • > D1 TYP. _ TYP. @ 4 � S. •— WATER HAMMER ARRESTOR REQUIRED AT ALL DEVICES WITH QUICK CLOSING 8 D1 FLOOR ! I mo) 3 TYP. @ INT. EXT. D1 ••• ��sa- 1 C VALVES PER UPC 609.10. D4 -:, ABOVE f 1 \\ D1 WALLS WALLS �.��LO 5 \T RING 8 6 1 ti� �� a ♦ ♦ L' \ D4 1--- �, D4 TYP. D5 TYP. D1 ti�� I v 17 • =N 4 ^4 v s I WH D8 GYPSUM WALLBOARD SCHEDULE 7. EGRESS ' I / \ I�O` o} Entr 1 ___ %" GYPSUM WALLBOARD (GWB) SHALL BE USED THROUGHOUT ON INTERIOR ♦ ♦ O _ I I 1— ♦ ♦ D1 Pwd r. 1- — ••/•• ♦ ♦ 4 o z TYP.@ 1 l ✓�"""' �♦ WALLS, INTERIOR SIDE OF EXTERIOR WALLS AND CEILINGS EXCEPT AT EXTERIOR 2-0 41-0 SH I 5-0 1-6 SL WALL _--1 5-0 5-0 SL D5 M w EXT. • g I o WALLS AND COMMON WALLS REQUIRED TO HAVE A 1-HR OR 2-HR I D1 TYP. I TP C 1 L -_- � �1 WALLS i ; �l D4 ---J FIRE-RESISTANCE RATING IN WHICH CASE%" TYPE 'X' GWB SHALL BE USED. ROOF BELOW - - TYP. I BELOW 2fi89 _� g N S. S. ♦ ` - ��.•••c••. ... - •_ ♦ ♦ 15 PATIO D7 Deck om • •••••� _ . . I ��•;• ;• 2040SH 7 CONDENSiR(1.24_:17 I D6 ! \ :••••::: SFTYG_Z TYP. -- .. - ---- 1 D4 ss i�..,�• �� N 8 • y j ' q FLOOR �I_ �:,..:.,,;��. M 2040SH 2O40SHI \ M D7 �, . 6 ,, N • • M I •\ \ -- -if 16t� �� ♦ \, . '•:s: ABOVE h D5� 1 1 DECK ABOVE'r•�'%•�` n ROOF BELOVb INSULATION r L •/= - —_ • 1 7 CO) ao / - J 4 8 00 WALLS: 2x6 WALLS WITH FIBERGLASS BATTS " I 1 12 D4 TYP. D I 1'-2"(8" @ ♦ ♦ -♦ ( , 11-1 - D7 D7 I -♦ OR BLANKETS - R21,WINDOW HEADERS WITHIN ADJACENT THESE WALLS TO BE R-10.WALLS TO HAVE R-4 1 D7 Al DECK) CONTINUOUS RIGID INSULATION INSTALLED AGAINST II 1 ,� 8 - 8 3 2, 02 1, 82 2, 0„ 1' 82„ 3 62„ 4' 4„ Jr D6 I I TYP. THE EXTERIOR SHEATHING. 1 ,r i ,� i / . , , Town homes 2'-2" 5'-11" 4'_4" I 3,_9' 3'-8�" 8,, I I 2'-2" 3'-0" 2'-112" 1'-11" 5'-112" FLOORS OVER UNHEATED SPACES - R-38. 8 12" �� 7' 102" 8' 12" 7' 102" 3' 7" 12' S" Anacortes, SLAB ON GRADE - R-10 PERIMETER AND UNDER FULL I I I 16'-0" 16'-0" 16'-0" WA SLAB ATTICS AT TRUSSES - R-49 UNIT B1 UPPER LEVEL PLAN UNIT B1 MAIN LEVEL PLAN UNIT B1 LOWER LEVEL PLAN(R-38 SHALL BE DEEMED TO SATISFY THE REQUIREMENT OF R-49 WHEREVER THE FULL Landed Gentry HEIGHT OF UNCOMPRESSED INSULATION EXTENDS 1/4" = 1' 0" 1/4" = 1' 0" 1/4" = 1' 0" OVER THE WALL TOP PLATE AT THE EAVES). EXTERIOR DOORS: DOORS BETWEEN HEATED - AREA SUMMARY _ Revisions AND UNHEATED SPACES SHALL BE U=0.25 Heated SF Unheated SF OR BETTER. Inside Face* Inside Face* No. Date Description WINDOWS: ALL WINDOWS AND SGD TO HAVE First Floor 78 549 9 9 21 PERMIT U-FACTOR OF U=0.25 OR BETTER Second Floor CORRECTIONS 598 38 Third Floor 564 0 INSULATE UNDER STAIRS AND IN WALL Total SF 1240 587 CAVITIES ABOVE BOTTOM OF STRINGERS *Side of exterior walls to which area was measured 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 is". ' PROPERTY LINE. SEE DETAIL 14/D1. . WRAP COLUMN WITH ONE LAYER OF%"TYPE 'X' GWB TO ACHIEVE Initial Publish Date: 8-20-21 1-HOUR FIRE RATING. SEE DETAIL 8/D7&8/D6. Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 JH/AMS Sheet No.: 0 0 N U 5 Sheet Order: ABUFRESD UNIT PLAN NOTES 16'-0" 16'-0" 16'-0" FRAMING: 2x6'S AT EXTERIOR WALLS A\ I* 12'-0" 4'-0" / 12' 0" 4' 0" x 12' 0" 4' 0" f l' 2x4'S AT INTERIOR WALLS UNLESS NOTED OTHERWISE. ji 6' 0" 6' 0" 6' 0" 6' 0" Jr 5' 8" 6' 4" 1' CI N R-21 BATT INSULATION + R-4ci r --- R-15 BATT INSULATION, 3 z"ACOUSTICAL INSULATION BOTH SIDES OF , L--_ _ ROOF BELOW .� I • I 8-0 7-CI SOHD Z COMMON WALL, U.N.O. TYP. @ 1 , 1 TYP. @ 1 T L�— • V EXT. D1 EXT. F ._ WALLS 5-0 41-6 SL i D1 WALLS 5-0 5-0 SL \ / 8 W CONCEALED SPACES SHALL BE FIRESTOPPED IN BOTH DIRECTIONS AT 10'-0" ON ♦ ♦ ♦ 41 CENTER AND AT FLOORS. TYPICAL. I I -�\ 12 D5 0 EGRESS \ D5 / ALL ESCAPE OR RESCUE WINDOWS FROM SLEEPING ROOMS SHALL HAVE A D5 TYP. \ FLOOR ABOVE / Ce - MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. THE MINIMUM CLEAR \ / I OPENING HEIGHT DIMENSION SHALL BE 24".THE MINIMUM CLEAR OPENING WIDTH I I I ' ' \ PARKING STALL / - - - - DIMENSION SHALL BE 20". SILL HEIGHT SHALL BE NOT MORE THAN 44" ABOVE THE \ 9'-0" X 19'-0" / Ca (IN) FLOOR (IRC SEC. R310.2). , , , , \ 2X8 FRAMING 'r- Bed room 2 N Dining N \ FOR ELECTRIC o WHERE SILL AT OPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVE o \ PANtL FINISHED GRADE OR OTHER SURFACE BELOW, SILL HEIGHT SHALL BE MINIMUM 24 I I I N I I \\ Q INCHES ABOVE FINISHED FLOOR. PER IRC SEC. 312.2.1. rn \ / ALL GLAZING SHALL CONFORM TO IRC SEC. R308.4, HAZARDOUS LOCATIONS. \ / \ / o GLAZING IN ALL DOORS SHALL BE SAFETY GLAZED AND ALL GLAZING WITHIN A 24" g 6" 3' 6" 2'-8" 6'-8" 2'-8" TYP. \ / CV ARC OF EITHER VERTICAL DOOR EDGE SHALL BE SAFETY GLAZED. 17 Q \ I 1 D1 D3 T \ / PROVIDE%" (MIN.) GYPSUM SHEATHING ON WALLS BEHIND TUB/SHOWERS TO 6-0 BYPASS r \ I SATISFY FIRE REQUIREMENTS AT UNIT SEPARATION WALLS CONDITION. v axs - Z ax \ ♦ ♦ --- - 1-7 ♦ \ / 25 Central Way, Suite 210 PROVIDE WATER RESISTANT GYPSUM WALLBOARD BEHIND TUB AND SHOWER - , I \ / Kirkland, Washington 98033 1208 ENCLOSURE MATERIALS TO A HEIGHT OF 70" MINIMUM ABOVE THE DRAIN INLET. z,, S & P SOFFIT DOWN \ / Web: www.m54.7130ilbrandtarch.com F: 425.rch.com t O TO 8'-0"A.F.F. 1 / www.milbrandtarch.com 12 NO PLUMBING, MECHANICAL EQUIPMENT, DUCTS OR VENTS SHALL BE LOCATED IN S. I I \\ / THE COMMON UNIT SEPARATION WALLS PER IRC SEC. R302.2.2. 1 5, 2-4 HCW\ 0 0 \ / © Copyright 2021 Bath y MilbrandtAllArchitects, INC., P.S. -WASHING MACHINE HOOKUPS SHALL BE ACCESSIBLE, AND DRAINS SHALL BE TUB & 4 N PANTRY r \\ 4 All rights reserved READILY ACCESSIBLE UNDER UPC 606.6, 804.1. SHOWS D1 4 \ / D1 Er) • Kitchen 2 8„ ALL BEDROOM AND BATHROOM DOORS SHALL BE UNDERCUT A MINIMUM OF%al' D3 o P1 i I D1 H ABOVE THE ADJACENT FLOOR COVERING. L_. _ __ 4 I ® _ _ __ _ axS L \ / 1326 REGISTERED S. 48"x36 L� ® \ I \ Garage I WASTES ARCHITECT THE FRONT DOOR SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A - o I N / I i KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. IT MAY BE PROVIDED WITH A NIGHT S W p r y DN o - 7 \\ PARKING STALL / I �xi ILATCH, DEAD BOLT OR SECURITY CHAIN, PROVIDED SUCH DEVICES ARE OPENABLE N o o , 7'_4" 5' 1" 3' 6/" o / I oFROM THE INSIDE WITHOUT THE USE OF A KEY OR TOOL, AND MOUNTED NOT TO v �, \ 9' 0" X 19' 0" / I z v IL---� AVID J. VINCENT _ o I WALL FINISH%" GWB CEILING FINISH ---� EXCEED 48" ABOVE THE FINISHED FLOOR. r, S. _ S �WAST� STATE OF WASHINGTON �J o /a"HYPE "X" GWB. FIRE TAPE ALL GWB APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED SUCH THAT THE u J I 7 i - WRAP BEAMS BELOW CEILING LEVEL. - x _1 i o SOURCE OF IGNITION IS NOT LESS THEN 18" ABOVE THE FLOOR SURFACE PER IRC 2 4 HCW v ,( 4 \ INSULATE FLOOR ABOVE./ II /T�� I o \ aa N v-1/ D1 I \ SEE DETAIL 6/D1 / _ -_—+ SECTION M1307.3. LISTED FLAMMABLE VAPOR IGNITION RESISTANT APPLIANCES 1 `v' N \ / WASTE ARE NOT REQUIRED TO BE ELEVATED. 4' 11/2 4_0/ \ _J 5 6 , =5"/ i. Iejx�� APPLIANCES SHALL NOT BE INSTALLED IN A LOCATION WHERE SUBJECT TO VEHICLE TYP. o M. Bath 2 ♦ ♦ ^ \ / 11 / ix I DAMAGE EXCEPT WHERE PROTECTED BY APPROVED BARRIERS PER IRC SECTION Q t°r , ��--- 20 HALF WALL N S. 1 / x M1307.3.1. D3CY I I , 4 \ / [] 11 I D1 D5 +42" A.F.F. \ ALL SHOWER HEADS AND KITCHEN SINK FAUCETS INSTALLED IN THE UNITS SHALL / y D1 I 1 / 7 BE RATED AT 1.75 GPM OR LESS AND ALL OTHER LAVATORY FAUCETS SHALL BE ♦ l I \ ♦ � - ♦ I J _ \ / 1 RATED AT 1.0 GPM OR LESS. -I I- 22"x30"ATTIC ACCESS N `° - \ / D3 STAIR NOTES: 3 8'-11%" 3'-2" 'T-5%' 2'-5" r N 2 \\ / LOCATE HANDRAILS AT 34' 38" ABOVE THE STAIR NOSING. D1 D3 \ / CV S. ♦SHELF AND PLATFORM co \ / I D1 HANDRAIL GRASP DIMENSION SHALL BE BETWEEN 1" &1-1/4". PROVIDE TYP. @ +36" A.F.F. _ I o \ / CONTINUOUS HANDRAIL OR TERMINATE AT NEWEL POSTS OR SAFETY TERMINAL. I INT. En - - \ 2,I9�„ 3, �/„ WHERE USED AS A GUARDRAIL,A MAX. OPENING OF 4". WALLS `P Living UP \\ j 0 E. ._. m ru) a \ o \ / 4 1 D 1 STAIRS TO HAVE A MAX. RISER OF 7%a"AND A MIN.TREAD OF 10". HANDRAIL Master Bedroom Q = INSULATE FLOOR OVER ° REQUIRED AND RUNS OF 4 RISERS OR GREATER. STAIRS NOT TO ENCROACH INTO ♦ m UNHEATED SPACE \\ D2 CO PARKING AREAS. 4 TYP. D1 r TYP. @ �� S. S. `'�a, 4 �+ WATER HAMMER ARRESTOR REQUIRED AT ALL DEVICES WITH QUICK CLOSING D1 8 EXT. TYP. @ INT. 3 o FLOOR i �Fc4%j,�'/'r •• D1 •• C VALVES PER UPC 609.10. m D4 WALLS WALLS D1 i ABOVE I 2 "Py/ M � 5 gi68 N aI-7 r,�D4 ♦ ( ...� I �� TYP. D5 TYP. D4 _ - �l7 v °6 y o8 mA 7 4 4 =N D8I �c OGYPSUM WALLBOARD SCHEDULE EGRESS I Entr o/a" GYPSUM WALLBOARD (GWB) SHALL BE USED THROUGHOUT ON INTERIOR •••••••• T-, PWdr. •••••• /5 1 I I..�.: _ � J D1 0 -• --- T••: TYP. @ O°� �4 WALLS, INTERIOR SIDE OF EXTERIOR WALLS AND CEILINGS EXCEPT AT EXTERIOR 5 0 6 SL 2-0 4r0 SHE--/ 5-0 5� 0 SL ` 1 , WALL =o I 1 8 1 EXT. 9 w D5 WALLS AND COMMON WALLS REQUIRED TO HAVE A 1-HR OR 2-HR _ _ I TYP. • D1 WALLS -C 5 I I ROOF BLOW TYP. }_ —_ _-L 1 E BELOW N ---J D4 1 FIRE-RESISTANCE RATING IN WHICH CASE/" TYPE 'X' GWB SHALL BE USED. I 9 1 I___2 ______ __ }__ ♦ ♦ l ... ..., S. S. x 7 r^ o Deck D7 1 PATIO I \ 15 +•' ; CONDENSER JIB • 7.,,,,z ,s,,,,,j I L——_1_ D4 N ( '. D6 .• • TYP. D4 L — SfOTY GLZ .'.'.'.'.'.'.'.' ........ • - •2-0 4-0 SH_ 2-0 10 SH , •,"• �_ ,-I 6 4-0 FLOOR, �..••' ✓'_'\ D7 INSULATION 1 I I ——� �L� 200E BELOW)/ ( ,• •:_�ion. DECK ABOVE / 1 D5 PABOV ��,,,;•'r, , ♦ / orc •�.� / S. 10 — / a? 8 4 WALLS: 2x6 WALLS WITH FIBERGLASS BATTS I 1'-2"(8" @ ' D7 I TYP. 7 12 I I n D7 D7 L ( 1 OR BLANKETS - R21,WINDOW HEADERS WITHIN ADJACENT D4 D7 • THESE WALLS TO BE R-10.WALLS TO HAVE R-4 I I I I Al DECK) L`� 8 R32 CONTINUOUS RIGID INSULATION INSTALLED AGAINST / I 3'-61 1'-8l 1'-81 Jr' 2'-01 I 8" D6 Townhomes THE EXTERIOR SHEATHING. 4' 4" 2 2 2' 0" 22 - TYP. I3'-815'-111 2'-111 4' 4" 5' 11" 2' 2" / i 8", 2 , 3'-9" I i 2 / 1'-11" / 2 3'-0" jr, 2'-2" 1 FLOORS OVER UNHEATED SPACES - R-38. 1 1 1 1 12' S" 3'-7" 7'-10Y 8'-1� 7' 10� 8' 1� SLAB ON GRADE - R-10 PERIMETER AND UNDER FULL '� i i Anacortes, 16' 0" 16' 0" Jr . 16'-0" WA SLAB Jr ATTIC (R-38S ALLT TRUSSES EMEDT UNIT B1 (R) UPPER LEVEL PLAN UNIT B1 (R) MAIN LEVEL PLAN UNIT B1 (R) LOWER LEVEL PLAN(R-38 SHALL BE DEEMED TO SATISFY THE REQUIREMENT OF R-49 WHEREVER THE FULL Landed Gentry HEIGHT OF UNCOMPRESSED INSULATION EXTENDS 1/4" = 1' 0" 1/4" = 1' 0" 1/4" = 1' 0" OVER THE WALL TOP PLATE AT THE EAVES). EXTERIOR DOORS: DOORS BETWEEN HEATED - AREA SUMMARY _ Revisions AND UNHEATED SPACES SHALL BE U=0.25 Heated SF Unheated SF OR BETTER. Inside Face* Inside Face* No. Date Description WINDOWS: ALL WINDOWS AND SGD TO HAVE First Floor 78 549 9 9 21 ERMIT C U-FACTOR OF U=0.25 OR BETTER Second Floor 598 38 CORRECTIONS Third Floor 564 0 INSULATE UNDER STAIRS AND IN WALL Total SF 1240 587 CAVITIES ABOVE BOTTOM OF STRINGERS *Side of exterior walls to which area was measured SEE SHEET U8(R) FOR INTERIOR ELEVATIONS AND STAIR PLANS Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 JH/AMS Sheet No.: 0 0 N U5 ( R) Sheet Order: ABUFRESD FLOOR FRAMING NOTES I— WSWH18x8SF STRUCTURAL FASCIA (%4x8 TYP. U.N.O.) /g WSWH24x84 9 FB FLUSH BEAM0 \57.0) 2x LEDGER 59.0 \57.0 N DB DROP BEAM HDR HEADER ROOFTRUSSES Z GT GIRDER TRUSS ABOVE - - 4 1 - -�--� 4 FLOOR ! 412 HDR 1 GLB GLU-LAMINATED BEAM (SEE SHEET xx FOR CAMBER INFO.) \59.1 T JOISTS I I I ' ' (2) 2x10 HDR I O u 41 U_ _ u 41_u u u W l,__I0 1.1.1 FLOOR FRAMING AS NOTED IN DRAWINGS JACK TRUSS _n _� rrT_n 3.5x11.875 LVL FB I @24" O.C. Is VENT DUCTING I - 19Ce I S9.OJ = ® (2) 2x STUDS UNO BYOX ,WHERE X=NUMBER OF STUDS I Ca (1.) j/ BLOCKED DIAPHRAGM; NAILING PER STRUCTURAL NOTES SHEET xx J Ce %4 BEARING WALL 1 Y(7) I cc } I OU HANGERS INDICATED ARE SIMPSON STRONG-TIE SEE SHEETS xx. / 9 \ 9 u / 9 \ FLOOR SHEATHING SHALL BE AS INDICATED ON SHEET xx. I \S9.0/ I co L' \S9.0/ 3.5x11.875 LVL FB ALL BEAMS AND HEADERS SHALL BE SUPPORTED ON DOUBLE STUDS UNLESS ® " • 1-I-4---r•r-"----'I - ® 0 L—..—I.1"—IT""i�T"IuT n n_i " NOTED OTHERWISE. PROVIDE 3 BUNDLED STUDS UNDER BEAMS GREATER THAN 6" 3.5x11.875 _VL FB 25 Central Way, Suite 210 WIDE AND 2 BUNDLED STUDS UNDER BEAMS LESS THAN 6" WIDE. FACE NAIL Kirkland, Washington 98033 P: 425.454.7130 F: 425.658.1208 BUNDLED STUDS TOGETHER WITH (2) 16d AT 12" O.C.TYPICAL. _b I I 6\ Web: www.milbrandtarch.com (59.0/ 0 VERTICAL STRAPS (EX. STHD, MST) INDICATED ON FRAMING PLAN ARE AT THE -I 0 B--1 BOTTOM OF THE WALLS BELOW THE FRAMING LEVEL. © Copyright 2021 v' O - Milbrandt Architects, INC., P.S. / \ 1- v.) I All rights reserved BLOCKING @ FLOOR RIM SPACE - \S9 0/ ' O I 6 g SEE xx FOR BLOCKING @ SAWN LUMBER SEE xx FOR BLOCKING @ TJI O I Ii IISEE xx FOR BLOCKING @ TRUSS BAYSIO u S9.0 �_=J -SEE xx FOR BEARING WALL STUD REQUIREMENTS. ---- ,J 3.5x11.875c I - I ARCHITECT SEE SHEETS xx FOR TYPICAL WOOD FRAMING DETAILS. I \ �/ i O LVL FBI /\ ` m OPEN h J OPENm AVID J. VINCENTSTAIR �I J ISTAIR -- J STATE OF WASHINGTON I \FRAMING/ I FRAMING / \ / i � lip Y; 1 I �G\ HUCQ412 �� "' HUCQ412 ' 1 I r 9 �„ � I 1I / I \ / i 6x6 S9.0 4x8 POST 3.5x11.875 LVL FB \/ u U _�_ u _0 11 / LJ J.L_11_ u POST ri n n n n I I— POST •" n n �1—I10� Ax11.875 LVL f B RAISED // \\ 3.5x11.875 LVL FB / 9 I 1 / I 'n �, n PLATFORM �•-7 • •�••• • \S9.o I I11 1- ` z FRAMING .'1•.•.•?:•.:•.:•\•,•,• •• - O +3' 0" :1':t 's: .' l II I o `° SEE FRAMING I }••Y.•: •:::•••C• •• I / 1 N @) PLAN THIS ..•. � '. / \ I 315x11 875 LVL f B SHEET =�'• I _ 3.5x11.8/ LV FB I 11 / 1 elm / \ 1 1I 6 I II /N1 I m I \59.0/ I V/ -� (2) 2x10 HDR 1 \ .— !S S�0/ I CS7.2/ p E /11\ I 3.5x11.875 -2x LEDGER I PLATFORM Q I -�- u �57.0 3.15�x11-875 LVL FB _0 LVL FB I /9 \ / 1 4 /� POST ABV. n—ri- --7- •� S9 0 S7 2 S9.0 UNIT Bi FRAMING PLAN . VJR 3.5x11.875 LVL FB 3 ABV. ' ; 3.5x11.875 LVL FB\ / \ LI- WSWH18x9 ® I J I S9.0 WSWH18x8 w/ i Ln }- -- -" WSWH-TSS18 I , el- I °D. I (2) x1C HDR (2) 2x10 HDR co 18 KIT }- 9 2x LEDGER Y, X 59.0 (2) 2x10 HDR \(2) 2x10 DR I 3.5x11.875 m n n n 1 M I i LVL FB )1'._ � - - I, P_T.4x8_1-1-_ __6c 74x4 POST P.T. 4x8 HDR 4>4 P•ST r 4x4 POST JACK 2x LEDGER 2x10 DECK JOIST. @16" R32 TRUSSES @ 24" O.C. -- 2x ROOF FRAMING @ O.C. RIP TOP Y4":1' FOR 24" O.C. DRAINAGE Town h o m es TRUSS TAIL FROM ADJACENT C1 UNIT Anacortes, WA UPPER LEVEL MAIN LEVEL UNIT B1 FRAMING PLAN UNIT B1 FRAMING PLAN Landed Gentry 1/4" = 1'-0" 1/4" = 1'-0" 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.: 0 0 N U6 Sheet Order: ABUFRESD FLOOR FRAMING NOTES I— SF STRUCTURAL FASCIA (54x8 TYP. U.N.O.) WSWH18x8 C 4 LEDGER WSWH24x8 /9\ Q FB FLUSH BEAM 57.0 59.0 2x LEDGER \57.0/ N DB DROP BEAM T ROOF HDR HEADER �j _-III _ TRUSSES z /4\ GT GIRDER TRUSS '°"' - - T ' * ABOVE V 1 4x12 H R , . FLOOR \ GLB GLU-LAMINATED BEAM (SEE SHEET xx FOR CAMBER INFO.) S9.1/ JOISTS (2) 2x10 HDR O'_ _LJ LI U LI LJ_41 1_ N _ AL 0 W } -� - i-rT1�T—n T_ rr JACK TRUSS I— FLOOR FRAMING AS NOTED IN DRAWINGS 3.5x11 875 LVL -B @ 24" O.C. Is VENT DUCTING 19 1 - Ce 59.0 I I ® (2) 2x STUDS UNO BYOX ,WHERE X=NUMBER OF STUDS m V / // BLOCKED DIAPHRAGM; NAILING PER STRUCTURAL NOTES SHEET xx aU J LE/24C %4 BEARING WALL 0 0 HANGERS INDICATED ARE SIMPSON STRONG-TIE SEE SHEETS xx. / 9 \ 9 O 6 i \S9.0/ I \S9.0 FLOOR SHEATHING SHALL BE AS INDICATED ON SHEET xx. 3.5x11.875 LVL FB O u O C _ u u u� u u 5 ALL BEAMS AND HEADERS SHALL BE SUPPORTED ON DOUBLE STUDS UNLESS -H—I�� - -��H- -- ---rl--rT—n--�- -n ;: O NOTED OTHERWISE. PROVIDE 3 BUNDLED STUDS UNDER BEAMS GREATER THAN 6" 3.5x11.875 LVL FB 25 Central Way, Suite 210 WIDE AND 2 BUNDLED STUDS UNDER BEAMS LESS THAN 6" WIDE. FACE NAIL Kirkland, Washington 98033 i P: 425.454.7130 F: 425.658.1208 BUNDLED STUDS TOGETHER WITH (2) 16d AT 12" O.C.TYPICAL. ' , O•- / 6\ Web: www.milbrandtarch.com I I \59.0/ VERTICAL STRAPS (EX. STHD, MST) INDICATED ON FRAMING PLAN ARE AT THEL8 BOTTOM OF THE WALLS BELOW THE FRAMING LEVEL. © Copyright 2021 1,i, O Milbrandt Architects, INC., P.S. BLOCKING @ FLOOR RIM SPACE - O ? i 6 I All rights reserved SEE xx FOR BLOCKING @ SAWN LUMBER r:tS9.0 SEE xx FOR BLOCKING @ TJI I-- -- O S9.0 I SEE xx FOR BLOCKING @ TRUSS BAYS Cr\ ' I u 0/ I ± O I - -� _ 1326 REGISTERED SEE xx FOR BEARING WALL STUD REQUIREMENTS. L- -- ,-1° ,� - 3.5x11.875 ARCHITECT rC 11 \v // , LVL FB SEE SHEETS xx FOR TYPICAL WOOD FRAMING DETAILS. iy m I11 OPEN ' OPEN j(_____ NCENT kSTAIR / u_ STAIR STHINGTON I\FRAMING/1 „ i 1 I 71 FRAMING II \ / , � I 1 I1 "' // HUCQ412 /9 M I 11 / I HUCQ412 I1 1 ' 4x8 \59.0) 6x6 1 11 , 3.5x11 875 LVL FB POST 0��J_�J�_JJ._�L._nL"I°�N ^ i\ POST '�—H-+L—H -J�_- - 1-L.H \1 / 1- / 9 \ 3.5x11.875 LVL FB /_\ y/ �/ 3.5x11.875 LVL FB , S9 0 I / \ - RAISED I \/ ' rani f1 f 1' \ / I- -l PLATFORM X • 't:.:.:'\ FRAMING p I /\ +3 0 A.F.F. o I "1• }.'!'.':.':.....\. I I SEE FRAMING l 1 ' ' N t.J..:.:.:.. PLAN THIS i 1 A 1 LJ SHEET / 1 I C 3.5x11.875 LVL FB' 3 5i 11.8 LVL B I 1 - I \ E. I I \ /6) i / 1 IA\II \59.0 I � I MM1 O_L O 1 (2) 2x10 HDR 71-- 6 57.2 ' 59.0 E C /11\ 2x LEDGER I 3.5x11.875 • POST ,A PLATFORM O 3.5x11.875 LVL FB 57.0 ® ABV. \C ■`a •' S�2 S90 I LVL FB C13 UNIT B 1 ( R) FRAMING PLAN H��- - ` H 3.5x11.875 LVL FB—LL--LL- ,,2 LJ 4 _4_ VTR •� 3.5x11 875 LVL FB ABV. LI- 1 ./i ,' 20 m Xs7o WSWH18x9 I �'WSWH18x8 w/ J - \59.0/ J ,n) , WSWH-TSS18 C I 4 I \n KIT 18 (2) 2x10 HDR (2) 2)CI0 HDR . cc! S9.0 2x LEDGER I -- S9.0 X L u in I M _(2) 2x10 HDR (2) 2x10 HDR n-n n rn 3.5x11.875 L - ') 1—- PT. 4x8 HDR ' - - - - LVL FB —LL P.T x8ILDR 4x4 L 4x4 POST 4x4 POST JACK POST " 2x LEDGER 2x10 DECK JOIST. @16 R32 TRUSSES @ 2x ROOF FRAMING @ 24" O.C. O.C. RIP TOP Ya":1' FOR -- DRAINAGE 24" O.C. Town h o m es TRUSS TAIL FROM ADJACENT C1 UNIT Anacortes, WA UPPER LEVEL MAIN LEVEL UNIT B1 (R) FRAMING PLAN UNIT B1 (R) FRAMING PLAN Landed Gentry 1/4" = 1'-0" 1/4" = 1'-0" 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.: 0 0 N U6 ( R) Sheet Order: ABUFRESD ELECTRICAL NOTES A I GENERAL NOTES -TOPHOTOCELL CI / 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 +84" SHALL CONFORM TO THE APPLICABLE ELECTRIC CODE REGARDLESS OF WHAT IS SHOWN ON THIS 0WP I— DRAWING. HOOD • V 1 METER CENTER LOCATIONS SHALL BE COORDINATED WITH THE ARCHITECT. S S VENT I HOSE / , ' W \/ \/ = PARKING STALL HIGHEST OPERABLE PART OF ENVIRONMENTAL AND OTHER CONTROLS SHALL MOUNTED NOT LESS I I 0 \ 9'-0" X 19'-0" / +asO THAN 36 INCHES ABOVE FLOOR. ELECTRICAL AND COMMUNICATIONS SYSTEMS ON WALLS SHALL BE 750W0 48 PREWIRE LOW VOLTAGE MOUNTED A MIN. OF 15 INCHES ABOVE FLOOR. ELEC BB WIRE'FOR GARAGE/DOOR Ce OUTLETS, SWITCHES, TELEPHONE AND TV, ETC. BOXES IN PARTY WALLS OF ONE UNIT SHALL BE IN I I I I ` I ELEC OPENER & ELEC/ EYES , I DIFFERENT STUD SPACES THAN THOSE IN THE ADJACENT UNIT. NO TWO ADJACENT UNITS SHALL HAVE I PANEL \ / Ca V SUCH BOXES IN THE SAME STUD SPACE. BOXES SHALL BE SEPARATED HORIZONTALLY BY 24". Bedroom 2 , Dining I I _ \ / , INDIVIDUAL ELECTRICAL OUTLET BOXES SHALL BE OF STEEL OR OTHER APPROVED MATERIAL AND SHALL _ \ / NOT BE GREATER THAN 16 SQUARE INCHES IN AREA. TV z --0- O TECH I P ' < PORT \ I I I OUTLETS SERVING COUNTERTOP SURFACES IN KITCHENS AND BATHROOMS OR LOCATED WITHIN 6 FEET 0 / \ I II OF A SINK RECEPTACLE SHALL HAVE GROUND FAULT CIRCUIT-INTERUPTER PROTECTION. OUTLETS I / ' INSTALLED IN GARAGES OR OUTDOORS SHALL HAVE GROUND FAULT CIRCUIT-INTERUPTER PROTECTION. I USB O 1 (k Y _ \ I I ITSTHE TER HEATERS SHALL BE STRAPPED AT A T N THE R /3 THE LOWER 1/3 VERTICAL DIMENSION.THE LOWER STRAP SHALL NBE NOTI LESS THAN E4"1 ABOVE DANY CONTROLS.OF 1\ / / �3� b 1 \ WATER HEATERS SHALL BE PROVIDED WITH A PRESSURE/TEMPERATURE RELIEF VALVE THAT IS = I 1 \ CONNECTED TO A DRAIN LINE. THE DRAIN LINE SHALL BE DIRECTED TOWARD THE GROUND AND w> S i- \ 25 Central Way, Suite 210 SD T Kirkland, Washington 98033 TERMINATE AT A POINT NO LESS THAN 6" AND NO MORE THAN 24" ABOVE THE GROUND. ® 1C \ P: 425.454.7130 F: 425.658.1208 WALL �48 0 /�- \ Web: www.milbrandtarch.com 4- PRESSURE/TEMPERATURE RELIEF VALVE SHALL DISCHARGE THROUGH AN AIR GAP INTO THE DRAINAGE ? MOUNTED �� SYSTEM OR OUTSIDE OF BUILDING PER UPC 608.5. I 350W ' I DUCTLESS , J / / I R / \\ I ELEC BB MINI-SPLIT I 1 0 es M / © Copyright 2021 SMOKE DETECTORS SHALL BE EQUIPPED WITH A BATTERY BACK-UP, SHALL EMIT A SIGNAL WHEN j LF VTR / Milbrandt Architects, INC., P.S. BATTERIES ARE LOW, SHALL BE PERMANENTLY HARD WIRED AND WITHOUT A DISCONNECTING SWITCH I ath STACK / \ , All rights reserved OTHER THAN THOSE REQUIRED FOR OVERCURRENT PROTECTION, AND SHALL SOUND AN ALARM III SWITCHES rfigI a4° / 1 +as° AUDIBLE IN ALL SLEEPING AREAS OF THE DWELLING IN WHICH THEY ARE LOCATED. 1 BELOW 1 \ WM -- I Ci ' 11 l�w��[i 0 MINI SPLIT 1 v6- 1 ENERGY NOTES T SD/CM 39" _ J-1 3 I _- �� %. r „3z6 / ' REGISTERED ARCHITECT SEE ENERGY NOTES ON SHEET Al & Dl. IWATER HEATER SHALL BE ELECTRIC. ��/D \ \ rfig P I Gara eI � g/ z \ \ / ISPI I PARKING STALL AVID J. VINCENTHOT AND COLD WATER HEATER PIPES IN UNCONDITIONED SPACES SHALL BE INSULATED WITH R-3 / 4 / 1 " " STINGTON INSULATION WHICH HAS A FLAME SPREAD OF 25 OR LESS. I / I o - 1 \ 1 Kitchen 9-0 X 19-0 I/ 1 I / I I -----� \ELECTRIC HEATER SIZE BASED ON 3 WATTS PER SQUARE FOOT. SEE HEAT SIZING FORMS FOR EXACT MAX i E _ u 0 / I \ / SIZING PER UNIT. 350W \ rill � -I \ / VTR F ELEC BB LWAP P P kjSS -----I \ / DUCTLESS MINI-SPLIT HEAT PUMP SYSTEM TO PROVIDE ZONAL CONDITIONING TO THE MAIN LEVEL _ _ L �/� - N _ TECH PORT 4s° \ / AND HAVE A MIN. HSPF OF 10.0. 0 J M. Bath _ _ CI) TO BELOW r - TO \ \ --- \ \ / , 4 �� ;11171111) L� BELOW ]CHIME I 0 mot)_ / VENTILATION NOTES / 7110 "- 0+44= TO /N / ABOVE r1 r1 I TO VENTILATION: SEE NOTES ON COVER SHEET. 1 ////I UD ATV ON i / ABOVE / / / I ALL EXHAUST DUCTS SHALL BE RIGID METAL, AND SHALL BE FITTED WITH A TIGHT FITTING BACKDRAFT SMART SMART / I ` Master Bedroom USB I y Tv \ / / / DAMPER CAPABLE OF CLOSING WHEN THE FAN IS NOT IN USE. 1 \ _ _ 0 1 { / / I / DUCTS IN UNHEATED SPACES INCLUDING ATTICS SHALL BE INSULATED TO A MINIMUM OF R-8. _p T 1\ \ \ — I / / 4 \ 11 Living I I I / '' TOP FLOOR EXHAUST FANS SHALL VENT THROUGH ATTIC. \ \ \ \ \ \ , / a 1 / CtS UP DRYER TO BE VENTLESS WITH A MINIMUM CEF RATING OF 5.2. - --CFB I Q ' o / SD/CM \ I I ' a CO\ � I I I ® I 1 1 I 4-,+48" >1 'E FRESH AIR TO BE SUPPLIED TO A HABITABLE ROOMS OF THE UNIT THROUGH THE USE OF SCREENED N / 3 I \ - - / O \ 0 WINDOW OPENING OR WINDOW OUTDOOR AIR INLETS THAT PROVIDE THE EQUIVALENT OF 4 SQ. IN. \ \ �, �, • Psi OF NET FREE AREA. r1 \ N1 t ON ON \ 3 , • \ j o /} \ \,\ I I . \�/ / SD/CM 1 750W_ _ (\ 0 ELEC BB I �' ] / 3 0 se i WH VTR F / I ELECTRICAL LEGEND I P I Pwdr. 7-- 1-, IO \ P Entry 0 S I wP S \ HOSE > LiAC y / / BIBB CONDENSER DUPLEX RECEPTACLE OUTLET CEILING MOUNTED LIGHT 0 J i Deck I I\ BELL w P01 1 qtc DUPLEX RECEPTACLE OUTLET J _� LJ N . s I J SPLIT WIRED (SWITCH TOP HALF) I w 1 P PENDANT LIGHT J USB DUPLEX OUTLET W/ USB i ] Porch hi7 jt RECEPTACLES P \ J M0 DUPLEX RECEPTACLE OUTLET RECESSED CEILING LIGHT; IC RATED _11 MICROWAVE _I R32 0 SINGLE RECEPTACLE OUTLET 208v Iiel WATERPROOF RECESSED CEILING Town homes (R: RANGE, D: DRYER) - LIGHT CFB0 CEILING FAN BOX WALL MOUNTED LIGHT Anacortes, WA Q JUNCTION BOX 0 UNDER CABINET LIGHT TECH PORT UPPER LEVEL MAIN LEVEL LOWER LEVEL LDJ CIOMBINATIONO�0/C M 3E ONOESD UNIT Bi UTILITY PLAN UNIT Bi UTILITY PLAN UNIT Bi UTILITY PLAN Landed Gentry 1;1 TELEVISION JACK MW SMOOTH DUCT. 1/4" = 1' 0" 1/4" = 1' 0" 1/4" = 1' 0" S SINGLE POLE SWITCH I< PHOTOCELL SAFETY SENSOR Revisions S3 THREE WAY SWITCH VTR VENT THROUGH ROOF No. Date Description $PB PUSH BUTTON RECESSED CEILING WHOLE HOUSE A 9-9-21 PERMIT EXHAUST FAN, SEE VENTILATION CORRECTIONS i ELECTRICAL PANEL LHJ NOTES ON COVER SHEET FOR SIZE. BBH ELECTRIC BASEBOARD HEATER 1.0 SONES MAX, 6" ROUND DUCT. i ' RECESSED CEILING EXHAUST FAN 50 OT THERMOSTAT �FJ CFM MIN, 1.5 SONES MAX,4" ROUND DUCT. ▪ SMOKE DETECTOR WITH BATTERY SCREENED WINDOWS OR BACKUP \ v WINDOWS W/OUTDOOR AIR INLETS; SEE VENTILATION NOTES SD/CM COMBINATION CARBON FOR MORE DETAILS ▪ MONOXIDE/SMOKE DETECTOR Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 JH/AMS Sheet No.: c; C F. U 7 Sheet Order: ABUFRESDI ELECTRICAL NOTES A I GENERAL NOTES TO PHOTOCELL_ CI 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 +841 SHALL CONFORM TO THE APPLICABLE ELECTRIC CODE REGARDLESS OF WHAT IS SHOWN ON THIS WPOZ I' DRAWING. HOOD • V METER CENTER LOCATIONS SHALL BE COORDINATED WITH THE ARCHITECT. 2 VENT 7 HOSE ' W 2 \/ m i +4a' PARKING XG1STOLL o-BBB-- HIGHEST OPERABLE PART OF ENVIRONMENTAL AND OTHER CONTROLS SHALL MOUNTED NOT LESSI \ / l' THAN 36 INCHES ABOVE FLOOR. ELECTRICAL AND COMMUNICATIONS SYSTEMS ON WALLS SHALL BE 750W i o 4 v MOUNTED A MIN. OF 15 INCHES ABOVE FLOOR. ELEC BB PREWIRE LOW VOLTAGE - Ce WIRE NOR GARAGE/DOOR o OPENER & ELEC/EYES ;ELEC I OUTLETS, SWITCHES, TELEPHONE AND TV, ETC. BOXES IN PARTY WALLS OF ONE UNIT SHALL BE IN I I • DIFFERENT STUD SPACES THAN THOSE IN THE ADJACENT UNIT. NO TWO ADJACENT UNITS SHALL HAVE \ / PANEL I Ca V SUCH BOXES IN THE SAME STUD SPACE. BOXES SHALL BE SEPARATED HORIZONTALLY BY 24". Bedroom 2 Dining I \ / - INDIVIDUAL ELECTRICAL OUTLET BOXES SHALL BE OF STEEL OR OTHER APPROVED MATERIAL AND SHALL NOT BE GREATER THAN 16 SQUARE INCHES IN AREA. TV o -- — P o -0— i / TECH I I \ / PORT OUTLETS SERVING COUNTERTOP SURFACES IN KITCHENS AND BATHROOMS OR LOCATED WITHIN 6 FEET \ / II OF A SINK RECEPTACLE SHALL HAVE GROUND FAULT CIRCUIT-INTERUPTER PROTECTION. OUTLETS I \ o INSTALLED IN GARAGES OR OUTDOORS SHALL HAVE GROUND FAULT CIRCUIT-INTERUPTER PROTECTION. USB I ! ) Y THE WATER HEATERS SHALL BE STRAPPED AT A POINT WITHIN THE UPPER 1/3 AND THE LOWER 1/3 OF / N / ITS VERTICAL DIMENSION.THE LOWER STRAP SHALL BE NOT LESS THAN 4" ABOVE ANY CONTROLS. / 0 \ WATER HEATERS SHALL BE PROVIDED WITH A PRESSURE/TEMPERATURE RELIEF VALVE THAT IS , = ,, , 3 J 1 ] / CONNECTED TO A DRAIN LINE. THE DRAIN LINE SHALL BE DIRECTED TOWARD THE GROUND AND cw —1 3 t / 25 Central Way, Suite 210 TERMINATE AT A POINT NO LESS THAN 6" AND NO MORE THAN 24" ABOVE THE GROUND. T ® I / Kirkland, Washington 98033 4 P: 425.454.7130 F: 425.658.1208 �- C WALL / Web: www.milbrandtarch.com -0-` PRESSURE/TEMPERATURE RELIEF VALVE SHALL DISCHARGE THROUGH AN AIR GAP INTO THE DRAINAGE t R O \ 4s° MOUNTED / SYSTEM OR OUTSIDE OF BUILDING PER UPC 608.5. 350W 1-3 \ \ DUCTLESS / \ ELEC BB M j I 0 / I MINI-SPLIT \ © Copyright 2021 SMOKE DETECTORS SHALL BE EQUIPPED WITH A BATTERY BACK-UP, SHALL EMIT A SIGNAL WHEN VTR�F ` i / \ Milbrandt Architects, INC., P.S. BATTERIES ARE LOW, SHALL BE PERMANENTLY HARD WIRED AND WITHOUT A DISCONNECTING SWITCH Bath I _ / / STACK / \ All rights reserved OTHER THAN THOSE REQUIRED FOR OVERCURRENT PROTECTION, AND SHALL SOUND AN ALARM 4 „I -- SWITCHES +48 I \ AUDIBLE IN ALL SLEEPING AREAS OF THE DWELLING IN WHICH THEY ARE LOCATED. 0T 1 �, I O I IJ BELOW 0 / \ o J [a en% I / MINI SPLIT _+3Q 11326 REGISTERED ENERGY NOTES SD/CM I ��I —_ SEE ENERGY NOTES ON SHEET Al & Dl. o�aR'I ® � 3�$r I Il�ie \ 3?�3 II r ARCHITECT WATER HEATER SHALL BE ELECTRIC. :IIIII3EIIIIIIi: LwHl \ / \ M ' o / / / -Ok Garage o \ g I AVID J. VINCENT L \ 1+48• \ 1 bisp., / \ PARKING STALL STATE OF WASHINGTON HOT AND COLD WATER HEATER PIPES IN UNCONDITIONED SPACES SHALL BE INSULATED WITH R-3 \ Kitchen / / ( I 9-0 X 19-0 / INSULATION WHICH HAS A FLAME SPREAD OF 25 OR LESS. \ SD I II / \ +44' I I I \ / ELECTRIC HEATER SIZE BASED ON 3 WATTS PER SQUARE FOOT. SEE HEAT SIZING FORMS FOR EXACT MAX I \ ® , I \ O \ / SIZING PER UNIT. 44 I �/ �� \ / I- i35OWLEC BB VTR(l� f 00 P `Y P `� / _ — / ————— DUCTLESS MINI-SPLIT HEAT PUMP SYSTEM TO PROVIDE ZONAL CONDITIONING TO THE MAIN LEVEL S _ I � CH PORT N / \ / AND HAVE A MIN. HSPF OF 10.0. M. Bath o - _ — \ 48" TO BELOW TO \ / —e——- �� / CHIME[ BELOW I \0 / „`� _ _ +44" 0 I \ / VENTILATION NOTES 40 /0, �g §ff TO ABOVE N TO N. VENTILATION: SEE NOTES ON COVER SHEET. TV 0U I \ \ Ni \ \ \ ABOVE ALL EXHAUST DUCTS SHALL BE RIGID METAL, AND SHALL BE FITTED WITH A TIGHT FITTING BACKDRAFT o USB Master Bed room i I \ APR / TV I \ \ \\ DAMPER CAPABLE OF CLOSING WHEN THE FAN IS NOT IN USE. I _ _ / I I I 0 \ I DUCTS IN UNHEATED SPACES INCLUDING ATTICS SHALL BE INSULATED TO A MINIMUM OF R-8. §ff §ff / / / +4a" \ / Living V — ,- O \ I I /. TOP FLOOR EXHAUST FANS SHALL VENT THROUGH ATTIC. / / \ I LL / , / \ \ I�g TO BE VENTLESS WITH A MINIMUM CEF RATING OF 5.2. CFB -- — I SD/CM , \ m I I 0- DRYER r I v j I I I \ m FRESH AIR TO BE SUPPLIED TO A HABITABLE ROOMS OF THE UNIT THROUGH THE USE OF SCREENED \ / \ — — / 3 asO / O /1 ++ WINDOW OPENING OR WINDOW OUTDOOR AIR INLETS THAT PROVIDE THE EQUIVALENT OF 4 SQ. IN. / g W, �/ PB �� • C OF NET FREE AREA. V / / +39.\ �� T 0 / / SD/CM mW - I 750W ELEC BB 0 O 3 'N VTR WH 11 i ELECTRICAL LEGENDI —� _ ,\ o—�J�--\ —--IPwdr. o 0Entry a I {)---- 2 WP i ><, HOSE DUPLEX RECEPTACLE OUTLET CEILING MOUNTED LIGHT Deck 0 _ CONDENSER BIBB lO h qtc DUPLEX RECEPTACLE OUTLET -11_ LJ L L I wP 2 BELL M'�I / SPLIT WIRED (SWITCH TOP HALF) I Mg DUPLEX OUTLET W/ USB �}� P PENDANT LIGHT D Porch Q USB RECEPTACLES ±P M0 DUPLEX RECEPTACLE OUTLET RECESSED CEILING LIGHT; IC RATED Q MICROWAVEme R32 0 SINGLE RECEPTACLE OUTLET 208v r---1 WATERPROOF RECESSED CEILING Town homes (R: RANGE, D: DRYER) LA LIGHT CFB0 CEILING FAN BOX WALL MOUNTED LIGHT Anacortes, WA Q JUNCTION BOX 0 UNDER CABINET LIGHT TECH PORT UPPER LEVEL MAIN LEVEL LOWER LEVEL MICROWAVE OVEN/RANGE HOOD UNIT Bl (R) UTILITY PLAN UNIT B1 (R) UTILITY PLAN UNIT B1 (R) UTILITY PLAN Landed Gentry LD COMBINATION, 100 CFM, 3 SONES TV TELEVISION JACK MW SMOOTH DUCT. 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0" S SINGLE POLE SWITCH I< PHOTOCELL SAFETY SENSOR Revisions S3 THREE WAY SWITCH VTR VENT THROUGH ROOF No. Date Description $PB PUSH BUTTON RECESSED CEILING WHOLE HOUSE n 9-9-21 PERMIT EXHAUST FAN, SEE VENTILATION CORRECTIONS i ELECTRICAL PANEL LHJ NOTES ON COVER SHEET FOR SIZE. BBH ELECTRIC BASEBOARD HEATER 1.0 SONES MAX, 6" ROUND DUCT. i ' RECESSED CEILING EXHAUST FAN 50 OT THERMOSTAT �FJ CFM MIN, 1.5 SONES MAX,4" ROUND DUCT. ▪ SMOKE DETECTOR WITH BATTERY SCREENED WINDOWS OR BACKUP \ v WINDOWS W/OUTDOOR AIR INLETS; SEE VENTILATION NOTES SD/CM COMBINATION CARBON FOR MORE DETAILS ▪ MONOXIDE/SMOKE DETECTOR Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 JH/AMS Sheet No.: c; F. U7 ( R) Sheet Order: ABUFRESDI CI N z V O 19 4 W 1- ,_ O D cI — V� Ca V < GWB I LT Y-,--r- W1836 W3018 W2136 W3336 W3336 W3336 W3918 rre / NO 00 00 ,O O O O 25 Central Way, Suite 210 Kirkland, Washington 98033 -MICROWAVE W/- OPEN TO BEYOND Web: www.milbrandtarch.com randt .65 .com \ EXHAUST FAN /,/ \ / \ / \ / \ / P: 425.454.7130 F: 425.658.1208 GWB o b 1cyl © Copyrights 2021 \ I ♦ 1 F // \ REF MilbraA l rights s reserved P.S. 1 II O / /O . . _, L-_ RANGE _ , O O - - � DW O O O O 11326 REGISTERED �� / L \ N/ \/ ARCHITECT 15 St DB18 SB21 BS36 SB12 I ♦ ♦ ♦ ♦ r SBC48 SB39 F PANTRY42 1 r 41•4JIA1 AVID J. VINCENT STATE OF WASHINGTON KITCHEN PLAN 1 KITCHEN 2 KITCHEN 3 KITCHEN C CU Q % I GWB c--) CENTER LIGHTS ON a \ J SINK _ i ' o ♦ LIGHT BAR •� I LIGH BAR LIGH BARmW MI4OR I MIRROR OZS 2-6*4-0 = GWB 5-0 x 3-0 4 1 cn r co Li] I V--) - LAMINATE COUNITER C I }+ o &4"SPLASH I " 0 -5'3 �� 1 /� ♦ LANDING 0 -7 O �� \`��l /' C ` T / r IMI / O ♦ 15 16 (13 I ? 0 0 I O "' 16 � I O N/ N MAIN LEVEL D5 - UJ z O DN m ♦ VS33 VS33 ♦ ♦ Ci) SiNe J 18 14 0 -05-15 p D5 D5 'si— AA++ PWDR PLAN 4 PWDR M. BATH PLAN 5 M. BATH ♦ 14 ° " r ♦ ' 14 " ♦ W _ UPPER 4-+ 13 13 LEVEL C 12 yv 12 11 HALF WALL 11 R32 10 @ 42" A.F.F. 10 ♦ Townhomes w 2 w 9 0 19 u u 8o 1'z"0 HANDRAIL o 8 1%z"0 HANDRAIL Anacortes, c_ S @) AT 34" TO 38" o Q AT 34" TO 38" WA ABOVE NOSING. t ABOVE NOSING. CURTAIN ROD LIGHT BAR ♦ 7 1%" BETWEEN m 7 33" 11/2" BETWEEN ° I — 1- 6 HANDRAIL ' ,6 • HANDRAIL S •� GWB &WALL &WALL MIR OR Landed Gentry (-1 5co 5 y i �i , , 2-0�3-6 FIBERGLASS SURROUND LAMINATE I 4 N 4 N v COUNTER co Revisions rr &4"SPLASH I 3 3 MAIN N - 1\ co No. Date Description 2 2 LEVEL SINGLE LEVER I ♦ ♦ - 1 N �I ♦ CONTROL " / r �"� •♦ i O •♦ - C13)0 L O \ + N� 17 _ O / 19 'n o D5 I OUP m I / D5 r zQ -r, a L-AN k L a: l ` ♦ ♦ co 16 y., VS30 Fo D5 1 , 1S j BATH PLAN 6 BATH 3'-3" ♦ , SS- 3'-5" LANDING LOWER LEVEL INTERIOR ELEVATIONS STAIR PLANS 3/8" = 1'-0" 3/8" = 1'-0" LOWER LEVEL TO MAIN LEVEL MAIN LEVEL TO UPPER LEVEL 15 EQUAL RISERS = 9'-15/8" 16 EQUAL RISERS = 10'-15/8" MAX RISER = 7%4" MAX RISER = 7%4" Initial Publish Date: 8-20-21 MIN.TREAD = 10" MIN. TREAD = 10" Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 JH/AMS Sheet No.: c; Fs U8 Sheet Order: ABUFRESDI l' CI C N Z V \ o ' W 1 H c\ o - I DC �v� Ca U 1 J & < GWB LT I — I Y W3918 W3336 W3336 W3336 W2136 W3018 W1836 I , -rt--,- �\ \\ \\ \\ \ I OD < \ / \ - -- /-- /-- / -< >- - It. \/ \/ 25 Central Way, Suite 210 E \ �\ MICROWAVEW/--,/ Kirkland, Washington 98033 \ / OPEN TO BEYOND \ P: 425.454.7130 F: 425.658.1208 J J J \/ / \ / \/ / EXHAUST FAN / �/ \/ �/ (--1_, I Web: www.milbrandtarch.com X o GWB REF © Copyright 2021 Milbrandt Architects, INC., P.S. / \ y 1� I All rights reserved ZN \ I I / ^J E > - ----- <, -/ E---- RANGE --J \ / ,› DW 11326 \ / 1 I \/ / J I \ �� N - ARCHITECT PANTRY42 F SB39 SBC48 ` SB12 BS36 SB21 DB18 + 421AJIA1 7.2 AVID J. VINCENT STATE OF WASHINGTON KITCHEN 3 KITCHEN 2 KITCHEN 1 KITCHEN PLAN i - ii-LE, .)--F L 0 CENTER LIGHTS ON I �J GWB � 1 a ISINK / L.Q \ LIGHT BAR •• o I • • LIGH+ BAR I LIGH BAR I � - �-. Cin I I MIRROR MI4OR T ,,...___: 015 5-0x3-0 GWB = 2-6*4-0 I- _ Ce I I J ^ 4 v/ LAMINATE COUNTER v - 1 I CO &4"SPLASH I = o ' 3'-5" ' i al0 a--i LANDING • mW C i \ / r LT _ _ _ \ / \ / • � J _1 )116 15 A+ co 7" D5 1 J I IMI m DN z MAIN LEVEL • N I I W 0 • SIM. H a 14 VS33 VS33 Z� L. C14) , 18 J D5 ■Q ,t D5 E 15+ iim • 1, _N • ' —, N; o • M. BATH OD M. BATH PLAN PWDR OD PWDR PLAN a) UPPER t 14 14 mWI LEVEL 13 13 C 12 v 15 12 11 / D5 HALF WALL 11 10 @ 42" A.F.F. 10 R32 Z� w , _ Townhomes I 9 _0 9 w 1%z HANDRAIL u 8 o 11z HANDRAIL 8 o Anacortes, AT 34" TO 38" 1 o a AT 34" TO 38" H 4_ WA ABOVE NOSING. LU ABOVE NOSING. - 07_1 3' 3" 7 ~ 1 7 - w LIGH1 BAR CURTAIN ROD 1/" BETWEEN 1/" BETWEEN HANDRAIL 6' - HANDRAIL 6 1- 1 &WALL &WALL A MIRROR 5 5 GWB -jrLanded Gentry 2-0 x 3-6 'T— - . -1--rrj 1 N 4 N 4 FIBERGLASS I LAMI NATE SURROUND MAIN 3 3 & INAT SPLASH V Revisions 1 co 1 No. Date Description LEVEL 2 2 I - 1 • SINGLE LEVER 13 = . 0 •- \� CONTROL I , D5 17 z /I o + O o nn U P -D5 0 19 m \ \ L7 Jimi O H Q D5 \./- 11 I 3j/" 16 J . , f (1) a!—G +. 1 D5 m VS30 1` I� ;, 3' 3 , BATH 6 BATH PLAN 3'-5" U LANDING LOWER LEVEL STAIR PLANS INTERIOR ELEVATIONS 3/8" = 1'-0" 3/8" = 1'-0" MAIN LEVEL TO UPPER LEVEL LOWER LEVEL TO MAIN LEVEL 16 EQUAL RISERS = 10'-15/8" 15 EQUAL RISERS = 9'-15/8" MAX RISER = 7%4" MAX RISER = 734" Initial Publish Date: 8-20-21 MIN. TREAD = 10" MIN.TREAD = 10" Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 JH/AMS Sheet Na.: C N U8 ( R) Sheet Order: ABUFRESDI UNIT PLAN NOTES 20'-0" 20'-0" 23'-91/2" I FRAMING: 2x6'S AT EXTERIOR WALLS 0 5'-11" , 12'-7" 1-6" 1 5'-11" , 14'-1" 20_p 3' 9%" 2x4'S AT INTERIOR WALLS 3' 1%" 2'-9%" 7'-0%" 5'-6%" 3' 1%" 2'-9%" 7'-0%" 7'-0%" 9' 11%4" 10' 0%4" CIUNLESS NOTED OTHERWISE. •. , 1 •� •* , , , , N I R-21 BATT INSULATION + R-4ci r 7 --- R-15 BATT INSULATION, 3 z"ACOUSTICAL INSULATION BOTH SIDES OF L----_[---- - ♦ ♦ ♦ /- _I ♦ ♦ ♦ Z COMMON WALL, U.N.O. I I I I I T ' 16 0 7 SOHD I I V ROOF BELOW 5046SL 5-0 6SL 1 -- / 1 / I I 8 W CONCEALED SPACES SHALL BE FIRESTOPPED IN BOTH DIRECTIONS AT 10'-0" ON ♦ ♦ ' / ♦ •♦ •♦ •♦ •♦ •♦ •♦ '-� I - CENTER AND AT FLOORS. TYPICAL. I •I • I I r-—I-1 - ♦�4 \\ 12 - \ / 1- D5 0 I— EGRESS = _ I \ D5 / \ 2X8 FRAMING / 6 r--- gill DW LI--- \ / \ FOR ELECTRIC / _ QALL ESCAPE OR RESCUE WINDOWS FROM SLEEPING ROOMS SHALL HAVE A D5 TYP. - ♦ I PANEL MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. THE MINIMUM CLEAR TYP. o I I \ / \ /� I OPENING HEIGHT DIMENSION SHALL BE 24".THE MINIMUM CLEAR OPENING WIDTH I TYP. @ D4 Bed room 2 — N L \ / \ / ♦ DIMENSION SHALL BE 20". SILL HEIGHT SHALL BE NOT MORE THAN 44" ABOVE THE \ EXT. \ I -_ \ / \ / \ V FLOOR (IRC SEC. R310.2). WALLS �° \ PARKING STALL / \ PARKING STALL / _ N \ 9'-0" X 19'-0" / \ 9'-0" X 19'-0" / 17 1 o TYP.6 TYP.8 I ® ® Lo I \ / \ / D8 il WHERE SILL AT OPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVE FINISHED GRADE OR OTHER SURFACE BELOW, SILL HEIGHT SHALL BE MINIMUM 24 I D1 b I \ / WALFINISH%" GWB CEILI /G FINISH INCHES ABOVE FINISHED FLOOR. PER IRC SEC. 312.2.1. �IIID5 D4 I Kitchen \ / 5/8"TY E "X" GWB. FIRE-TAPNALL GWB cc3 0 1J 0 SL 6' 10" 5' 9" \ - 3-0 2I-0 SL - I fcLOOR ABOVE / \ N w r / / n ♦ ♦ • \ v = I ----\------1 / WRAP BEAMS BELOW CEILING LEVEL. z ALL GLAZING SHALL CONFORM TO IRC SEC. R308.4, HAZARDOUS LOCATIONS. -1 I —I ••• ••• INSULATE FLOOR AB VE. I I I TYP. @ 6'-1" 2'-8" 8'-53/2" b 1 / \ o I Y GLAZING IN ALL DOORS SHALL BE SAFETY GLAZED AND ALL GLAZING WITHIN A 24" 3 INT. _ , , r N \ / \ SEE DETAIL 6/D/ I I z ARC OF EITHER VERTICAL DOOR EDGE SHALL BE SAFETY GLAZED. Laundry = D1 WALLS 0 \ \ / \ / LL, 3 TYP. @INT. I N Gara rt —__� PROVIDE%" (MIN.) GYPSUM SHEATHING ON WALLS BEHIND TUB/SHOWERS TO ,� `N 5-0 BYPASS m m �' v D1 WALLS /� \\ / \\ g� WASTE 16 SATISFY FIRE REQUIREMENTS AT UNIT SEPARATION WALLS CONDITION. 4 /8\ r- ♦ O N SOFFIT DOWN J I pg D1 J = 0 ct ♦ Z .\ .' TO 8'-0" A.F.F. \ / \ / X 1 25 Central Way, Suite 210 17--7 \ �„ 2'- �° \ / \ / / I Kirkland, Washington 98033 PROVIDE WATER RESISTANT GYPSUM WALLBOARD BEHIND TUB AND SHOWER v - = T RIN u, , , \ / \ / P: 425.454.7130 F 425.658.1208 122"x30" ENCLOSURE MATERIALS TO A HEIGHT OF 70" MINIMUM ABOVE THE DRAIN INLET. ATTI I N S & P \ �I J ��ti - Web: www.milbrandtarch.com D1 1' 6" 2'-0" \ o - Li. I 1 1 / 1 \ / WASTE o ACC SS / ♦ ♦ ♦ o = C` 8' S'-8 " NO PLUMBING, MECHANICAL EQUIPMENT, DUCTS OR VENTS SHALL BE LOCATED IN - 2�8 HCW Co 5 TUB/SHOWER, _ \ I \ , / ' €'hc THE COMMON UNIT SEPARATION WALLS PER IRC SEC. R302.2.2. i N Pwdr. l J,� _ STAIRS AS / © Copyright 2021 I � o� o �. � - I __ ♦ ♦ ---Ti NEEDED. \ / nC�I� Milbran tArc Architects, INC., P.S. 2'-2Y2" ' I' / I 3 \ / --- All rights reserved WASHING MACHINE HOOKUPS SHALL BE ACCESSIBLE, AND DRAINS SHALL BE I W/D I , .� INSULATE FLOOR OVER \ / MAX 7/a" \ / 5 WASTE, READILY ACCESSIBLE UNDER UPC 606.6, 804.1. UP TP C UP N UNHEATED SPACE. o I I RISER. SEE 9 N o o 4 I \ / I &10/D2 \ / D1N X I / N 1 1 18"TB o n v D1 I I J ALL BEDROOM AND BATHROOM DOORS SHALL BE UNDERCUT A MINIMUM OF%a" _ 2x6 , 0' Co ( �-- ♦ ---• _ ABOVE THE ADJACENT FLOOR COVERING. ♦- I___ �� v I Bath L FLOOR ABOVE - _ ,,, 4 - Tp - - \ f'• N _ • J ♦ ♦ ♦ 1326 REGISTERED 4 4 � w ------ D2 N \ ARCHITECT THE FRONT DOOR SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A 1 1 f LJD3 "�� 'r 9 I WH CD 9 KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. IT MAY BE PROVIDED WITH A NIGHT =N D3 1-6/ 1-7/2 3.-8.. N N I �^ Dining n i n 1 .. =N ----- o m U \ o •� P 9 .7i- 42/4.4.s,QPLI LATCH, DEAD BOLT OR SECURITY CHAIN, PROVIDED SUCH DEVICES ARE OPENABLE - -- / 2 4 HCW0 \ ^ g = o 0 FROM THE INSIDE WITHOUT THE USE OF A KEY OR TOOL, AND MOUNTED NOT TO WALLHAL+ I ` •S. ♦ ♦ -- 2 D ~ 7 / ' N AVID J. VINCENT EXCEED 48" ABOVE THE FINISHED FLOOR. N o LD _ S. z 62 o STATE OF WASHINGTON 42" A.F.F. "x36" SHOW ` 2 D3 ? 18"TB - - APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED SUCH THAT THE a 2 i o D3 m o N N 'In 2 4 HCW Bath L o N SOURCE OF IGNITION IS NOT LESS THEN 18" ABOVE THE FLOOR SURFACE PER IRC D3 N P •[� • D1 TYP. - 60 4 SECTION M1307.3. LISTED FLAMMABLE VAPOR IGNITION RESISTANT APPLIANCES HALF WALL I HALF WALL N Lr _ 1N ARE NOT REQUIRED TO BE ELEVATED. , ♦)9 -� = Iv - I +44" ABOVE ' +44" ABOVE 0_ '5' TUB/SHOWER 2-4 HCW u \ NOSING h ll-- [] 2X6 -- �Nr NOSING -1� - ♦ N 0 �O APPLIANCES SHALL NOT BE INSTALLED IN A LOCATION WHERE SUBJECT TO VEHICLE 1s"T �o _� _� Q "'� DAMAGE EXCEPT WHERE PROTECTED BY APPROVED BARRIERS PER IRC SECTION ♦ . Bath 6 =.oN N w o o -m �� ' o M1307.3.1. -�` N m = M 9 S & P `^ I SOFFIT DOWN I "' `°' _ ALL SHOWER HEADS AND KITCHEN SINK FAUCETS INSTALLED IN THE UNITS SHALL 1_2 3'-6%2" o v N z - - e TO 8'-0" A.F.F. o, o � sr - BE RATED AT 1.75 GPM OR LESS AND ALL OTHER LAVATORY FAUCETS SHALL BE N _ ' a /' 4 o N I RATED AT 1.0 GPM OR LESS. N as ,-N �" N N �� v 6 v, a ♦ • ♦ 3, 7„ 1 2" 8'_53/2" 2'-9Y2" J ao 4 \ : 5-0 BYPASS N STAIR NOTES: LU ' m HALF WALL W/ -s �� / / I o - 9 4 9 D1 r -- • - LOCATE HANDRAILS AT 34'-38" ABOVE THE STAIR NOSING. D1 o GLASS PANEL - " 45° N o Ln ABV. o _N HANDRAIL GRASP DIMENSION SHALL BE BETWEEN 1" &1-1/4". PROVIDE --•-- I /J-F �\ -N I Entry1 (/� CONTINUOUS HANDRAIL OR TERMINATE AT NEWEL POSTS OR SAFETY TERMINAL. l = u WHERE USED AS A GUARDRAIL,A MAX. OPENING OF 4". �/ I fa N o �� I2' 8%" 2' 4%" 5' 9" \ C r TYP. 4'-81 8' 101 o / / / 0 STAIRS TO HAVE A MAX. RISER OF 7%a"AND A MIN.TREAD OF 10". HANDRAIL D3I , , Y / \ 4 o ;---- ->- 3 TYP. @ INT. 9 REQUIRED AND RUNS OF 4 RISERS OR GREATER. STAIRS NOT TO ENCROACH INTO N PARKING AREAS. as - o D1 Living I D1 WALLS 1 TYP. @ co • N m Master Bedroom INSULATE FLOOR I WALL BELOW TYP. @ EXT/- ... Bedroom 3 D1 WALLS T. �= WATER HAMMER ARRESTOR REQUIRED AT ALL DEVICES WITH QUICK CLOSING o OVERIUNHEATED - WALLS i _ � 1 ♦ '.r' 1 VALVES PER UPC 609.10. 8 TYP. - U- SPACE I 4 �... 8 - 9 I io 1 TYP. o ♦ ♦ / ,:_8) 1 D4 •N S. I. Ll�� 18 D1 r I D5 I I -- D4 6 TYP. No - o f • / N / D6 m FLOOR ABOVE D5 N GYPSUM WALLBOARD SCHEDULE `° EGRESS 0 3 0 0 F - /'-� , r EGRESS f,-�l • - FT i GLZ 6-0 8-0 SGD .� I \ - %" GYPSUM WALLBOARD (GWB) SHALL BE USED THROUGHOUT ON INTERIOR S. S. I 1 I 7 ♦ ♦ ♦ ♦ ♦ • � ♦••i I J - ♦ ♦ S. S. S. - I WALLS, INTERIOR SIDE OF EXTERIOR WALLS AND CEILINGS EXCEPT AT EXTERIOR 6-0 6 SL D6 \ 6-0 0 SL WALLS AND COMMON WALLS REQUIRED TO HAVE A l-HR OR 2-HR I 9 0 I 1 7 FIRE-RESISTANCE RATING IN WHICH CASE%" TYPE 'X' GWB SHALL BE USED. I I ROOF BELOW D7 D4 TYP. L •• ., • D4 TYP. Deck I - .�;". .: I ,,,ri _ 12 L, L, 8 • r.•c h 4 I 4 u, D7 ....� ••i � ..` D7 D7 r , 1; (b; DECK ABOVE INSULATION ♦ S. I , • ,••••� ••:• \ 1 t WALLS: 2x6 WALLS WITH FIBERGLASS BATTS I I p CO / ��.c'•� •! /'\ D6 I \J o? OR BLANKETS R21,WINDOW HEADERS WITHIN J ♦ ♦ \ /.fw••�•'~• 1 a 8� ♦ R32 THESE WALLS TO BE R-10.WALLS TO HAVE R-4 I I I 8 1 1 TYP. t- - - - -- - - - - - CONTINUOUS RIGID INSULATION INSTALLED AGAINSTI Townhomes THE EXTERIOR SHEATHING. 5' 6" 5' 6" 1' 6" 1' 6" D6 I 2' 2" 2' 10" 5' 6" Jr 5' 6" I I I I I 2'-5" 2'-7" Y 2'-8" 2'-4" / 5'-6" 5'-6" / 4'-0" 5'-0" / 11'-0" / FLOORS OVER UNHEATED SPACES - R-38. 1 1- 4'-0" 5'-0" e 11'-0" e y 4'-0" / 5'-0" / 11'-0" / y 20'-0" / 3,_9Y2 Anacortes, SSLAB I LAB ON GRADE R 10 PERIMETER AND UNDER FULL 1 20'-0" / 20'-0" / 23'-9�° WA ATTICS AT TRUSSES - R-49 UNIT Cl UPPER LEVEL PLAN UNIT Cl MAIN LEVEL PLAN UNIT Cl LOWER LEVEL PLAN(R-38 SHALL BE DEEMED TO SATISFY THE REQUIREMENT OF R-49 WHEREVER THE FULL Landed Gentry HEIGHT OF UNCOMPRESSED INSULATION EXTENDS 1/4" = 1' 0" 1/4" = 1'-0" 1/4" = 1' 0"OVER THE WALL TOP PLATE AT THE EAVES). EXTERIOR DOORS: DOORS BETWEEN HEATED AREA SUMMARY _ Revisions AND UNHEATED SPACES SHALL BE U=0.25 Heated SF Unheated SF OR BETTER. Inside Face* Inside Face* No. Date Description WINDOWS: ALL WINDOWS AND SGD TO HAVE First Floor 281 467 9 9 21 ERMIT C U-FACTOR OF U=0.25 OR BETTER Second Floor CORRECTIONS 639 52 Third Floor 607 0 INSULATE UNDER STAIRS AND IN WALL Total SF 1527 519 CAVITIES ABOVE BOTTOM OF STRINGERS *Side of exterior walls to which area was measured SEE SHEET U12 FOR INTERIOR ELEVATIONS AND STAIR PLANS LEGEND ••=s•�„:= 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. Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 JH/AMS Sheet No.: LU 0 N U 9 Sheet Order: ABUFRESD _.-----,,-,„„,--,7-----,7-----,7-----,7-----,,----„, , / UNIT PLAN NOTES 23'-92" , / > FRAMING: 2x6'S AT EXTERIOR WALLS A 11'-6" 12'-7" , 5'-11" t , 14' 1" 5'-11" , 3 g�2, , 20'-0" 2x4'S AT INTERIOR WALLS ; 5'-6 2" 7'-02" 2'-9 2" 3'-12" 7' 02" 7' 02" 2' 92" 3' 12" 10' 0%4" 9' 11%4" Q UNLESS NOTED OTHERWISE. .. .� i t .r i / i N 1 R-21 BATT INSULATION + R 4ciI > ——— R-15 BATT INSULATION, 3 2" ACOUSTICAL INSULATION BOTH SIDES OF - ` •` •` \� 16 07 0 SOHD ` ` ` > COMMON WALL, U.N.O. I 3 ' I r I D4 ROOF BELOW I 1 T ' 50416SL �, 50416SL 8 1 / 1 / W CONCEALED SPACES SHALL BE FIRESTOPPED IN BOTH DIRECTIONS AT 10'-0" ON ♦ ♦ ♦ ♦ - i — ♦ ♦ ♦ ♦ ♦ 4 I I ♦ ` ` o D5 — 12 / CENTER AND AT FLOORS. TYPICAL. N I — 1 / 1 / > _ EGRESS �\ // —— I—— ria 1 2X8 FRAMING / 1 D5 / "' 6 —IL I L———_ , \ FOR ELECTRIC / \ / > ALL ESCAPE OR RESCUE WINDOWS FROM SLEEPING ROOMS SHALL HAVE A o TYP. 0 N Ce MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. THE MINIMUM CLEAR ♦ o D5 TYP. T II 1 PANEL / 1 / I I T > OPENING HEIGHT DIMENSION SHALL BE 24". THE MINIMUM CLEAR OPENING WIDTH N Bedroom 2 D4 TYP. @ ' L 1 / \ / DIMENSION SHALL BE 20". SILL HEIGHT SHALL BE NOT MORE THAN 44" ABOVE THE EXT. R N \ / 1 / Ca V > FLOOR (IRC SEC. R310.2). WALLSr A _ 1 PARKING STALL / 1 PARKING STALL / - ` 17 \ 9' 0" X 19' 0" / \ 9' 0" X 19' 0" / �/ > \ 1 © © TYP. TYP. D8 1 / \ / J 1.L WHERE SILL AT OPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVE o D1 N _ FINISHED GRADE OR OTHER SURFACE BELOW, SILL HEIGHT SHALL BE MINIMUM 24 - o — 8 6 WALL FI ISH %" GWB CEILING FINISH 1\ > INCHES ABOVE FINISHED FLOOR. PER IRC SEC. 312.2.1. M = Kitchen D4 CD5 oo %�" TYPE " " GWB. FIRE TAPE AL)_GWB 3 0 2� 0 SL w r \ FLOOR ABOVE* 5' 9" / 6'-10" 3-0 2I-0 SL • /^_�� I „ WRAP BE MS BELOW CEILING LEVEL. L———— > ALL GLAZING SHALL CONFORM TO IRC SEC. R308.4, HAZARDOUS LOCATIONS. - •�� 1 1 \ ••�`•••I ` ♦ I w INS LATE FLOOR ABOV 1 --- GLAZING IN ALL DOORS SHALL BE SAFETY GLAZED AND ALL GLAZING WITHIN A 24" _ TYIP. 3 8' S2" 2' 8" 6'-1" I o EE DETAIL 6/D1 11 > ARC OF EITHER VERTICAL DOOR EDGE SHALL BE SAFETY GLAZED. O WALLS D1 (7.: Laundry N I O LLJ N � O TYP. @ENT. 3 — \ g / \ / > PROVIDE%" (MIN.) GYPSUM SHEATHING ON WALLS BEHIND TUB/SHOWERS TO \ °l° 5-0 BYPASS '_ j1 0 WALLS D1 `(16) --- �1 �Gara e / 1 / SATISFY FIRE REQUIREMENTS AT UNIT SEPARATION WALLS CONDITION. O . _ A 4 SOFFIT DOWN I N pgI TWA�Ei I 1 / 1 / N 2 =N r---1 D1 h TO 8'-0" A.F.F. t t • I x I \ / \ / 25 Central Way, Suite 210 2' v, I / \ / \ / Kirkland, Washington 98033 PROVIDE WATER RESISTANT GYPSUM WALLBOARD BEHIND TUB AND SHOWER - - Allik w I / Ni I \ / \ / P: 425.45 .7130 F: 425.658.1208 ENCLOSURE MATERIALS TO A HEIGHT OF 70" MINIMUM ABOVE THE DRAIN INLET. S & P 22TTIC I ' �� N --- I Web: www.milbrandtarch.com 2' 0" 1' 6" I D1 1 w o \ rn ——— 1 / 1 S. ♦ ` 1�A� CESS I o ti� vzi o IA �� I 6'-3" \ / 5 82 1 8 9 2 2 8 HCW NO PLUMBING, MECHANICAL EQUIPMENT, DUCTS OR VENTS SHALL BE LOCATED IN R TUB/SHOWE 1-1 R L —J I, I' \ / ' \ / THE COMMON UNIT SEPARATION WALLS PER IRC SEC. R302.2.2. �o -♦ I ♦ ♦ axS [ _ PWd r• R CO 1 Icii I 1 / STAIRS AS ___ — / © Copyright 2021 ' • NEEDED. r 7 Milbrandt Architects, INC. P.S. > • 2'-22" 11 ——— \ / 1 All rights reserved WASHING MACHINE HOOKUPS SHALL BE ACCESSIBLE, AND DRAINS SHALL BE iN= INSULATE FLOOR OVER io WASTE 5 1 / MAX 7%4" I \ /I g > READILY ACCESSIBLE UNDER UPC 606.6, 804.1. UP m L o — UNHEATED SPACE. UP m I / I D1 \ / RISER. SEE 9 I \ / I 4 "' I I \ ix� I 1 / &10/D2 I \ / I D1 > ALL BEDROOM AND BATHROOM DOORS SHALL BE UNDERCUT A MINIMUM OF%4" ac, 1O `T-n 2x6 ' ♦ — L_ �L I i �L I J ABOVE THE ADJACENT FLOOR COVERING. Bath u J FLOOR ABOVE ♦ J •` ` 4 �.�.�. �. ♦ L—� -♦ ♦ -�- —.-� ♦ ♦ ♦ -� 11326 L N REGISTERED 4 n v 4 \ �' N D2 \ ARCHITECT THE FRONT DOOR SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A =N _ o o o WH o KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. IT MAY BE PROVIDED WITH A NIGHT =�, 1'_71 1'_61 ---- _ _ _ 3 8 % �" \ D3 i _ E Dining ( D3 \ ,•71- 9 T• LATCH, DEAD BOLT OR SECURITY CHAIN, PROVIDED SUCH DEVICES ARE OPENABLEIll 2 4 HCW '� T. n 9 o _ R� o o 0 t FROM THE INSIDE WITHOUT THE USE OF A KEY OR TOOL, AND MOUNTED NOT TO v ♦ ♦ ♦ _ I 11 ,.. HALF 7r v N _—J A J z AVID J. VINCENT NI EXCEED 48" ABOVE THE FINISHED FLOOR. : ♦ ♦JC WALL + ' S. o N o _ = z O 2 ' STATE OF WASHINGTON j' "x36" SHOW 42" A.F.F. \ T c.o 2 ♦ - - f, } 18"T�ath [ N ° g LL I D3 q APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED SUCH THAT THE _ i 2 , Eo =� m D3 v q N = 2 4 HCWEn , w i > SOURCE OF IGNITION IS NOT LESS THEN 18" ABOVE THE FLOOR SURFACE PER IRC r] — TYP. 1r N — Nam* Ln - SECTION M1307.3. LISTED FLAMMABLE VAPOR IGNITION RESISTANT APPLIANCES v A N N D3 m D1 i HALF WALL R � Lo • � I HALF WALL > ARE NOT REQUIRED TO BE ELEVATED. i N •_ ♦ - o +44" ABOVE ` o 2 4 HCW r I ♦ ♦ axS L ——r NOSING 5' TUB/SHOWEoR� N S. NOSING ABOVE > APPLIANCES SHALL NOT BE INSTALLED IN A LOCATION WHERE SUBJECT TO VEHICLE DAMAGE EXCEPT WHERE PROTECTED BY APPROVED BARRIERS PER IRC SECTIONao 1- N `v M. Bath o m M1307.3.1. n • 0 o m SOFFIT DOWN S & P _ n, u, 1 > ALL SHOWER HEADS AND KITCHEN SINK FAUCETS INSTALLED IN THE UNITS SHALL 3'-61N TO 8' 0" A.F.F. ♦ — o N —� 2 1'-2' z a BE RATED AT 1.75 GPM OR LESS AND ALL OTHER LAVATORY FAUCETS SHALL BE I / ,r a _ "' p L S. RATED AT 1.0 GPM OR LESS. 06 I ' N 2„ 2„ 1' 2" 3' 7" _ 5-0 BYPASS ' 2'-9 8'-5 (N \ 4 > STAIR NOTES: 6, ` HALF WALL W/ o_ O o 9GLASS PANEL o 4 S. - N �� N D1 i LOCATE HANDRAILS AT 34' 38" ABOVE THE STAIR NOSING. �}-�„ 9 N t ,�45� > o ABV. D1 N _ / �� ♦ HANDRAIL GRASP DIMENSION SHALL BE BETWEEN 1" &1-1/4". PROVIDE N I /l Entry (/� > CONTINUOUS HANDRAIL OR TERMINATE AT NEWEL POSTS OR SAFETY TERMINAL. \ 0 =N -N N �/ > WHERE USED AS A GUARDRAIL, A MAX. OPENING OF 4". �� 0 ♦ N 9 ' S, g„ / 2'_42" 2'-81/ ' cl 1 LLEn 8' 102" / 4 8 2 D3TYP. 04 \ r > STAIRS TO HAVE A MAX. RISER OF 7%4" AND A MIN.TREAD OF 10". HANDRAIL r ,� TYP. @ ENT. 3 REQUIRED AND RUNS OF 4 RISERS OR GREATER. STAIRS NOT TO ENCROACH INTOb Living D1 ' TYP. @ 1 WALLS p1 V > PARKING AREAS. Master Bedroom TYP. @EXT. L WALLS D1 Bedroom 3 1C } .�.. WALL BELOW INSULATE F OOR / ^WATER HAMMER ARRESTOR REQUIRED AT ALL DEVICES WITH QUICK CLOSING o WALLS - - OVER UNHEATED ( ••••• VALVES PER UPC 609.10. 8 J, SPACE - LLo TYP. 1 o TYP. 8 i 4 D4 D1 18 1° r_,,,, ♦ - N TYP. 6D4 D5 N-♦ D6 ♦ S. D5 FLOOR ABOVE GYPSUM WALLBOARD SCHEDULE • EGRESS / r _ — 3 0�R 0 F �o EGRESS ( \ F• 6 0 8 0 SGD SFTY,GL 13 ...a %" GYPSUM WALLBOARD (GWB) SHALL BE USED THROUGHOUT ON INTERIOR S. S. S. S. I I i ♦�- ♦ S. S. `Ii + ♦ ♦ ♦ ♦ ♦ ♦ ♦ • �� WALLS, INTERIOR SIDE OF EXTERIOR WALLS AND CEILINGS EXCEPT AT EXTERIOR 6-0 -6 SL �Y \ D6 --� 6-0 -0 SL WALLS AND COMMON WALLS REQUIRED TO HAVE A 1-HR OR 2-HR 1 0 9 I 7 FIRE-RESISTANCE RATING IN WHICH CASE%" TYPE 'X' GWB SHALL BE USED. I i TYP. D4 D7 ROOF EELOW TYP. D4 Deck - ��Mn�_':�•ff1 En I 12 I _ 4 4 Por 1.1:�;••i. En D7 ; ' L 8 D7 D7 ,.• •••�.••'�•s i i ji) :'I /* - D7 i , 1 DECK ABOVE ••.• y , INSULATION I S. �' •:_'�• 4•tk. ` 10 r� , ��_ 4 ••• ,: •• I co WALLS: 2x6 WALLS WITH FIBERGLASS BATTS D7 L - D6 1 sf,• ..:1•1 I 1 OR BLANKETS - R21, WINDOW HEADERS WITHIN THESE WALLS TO BE R-10.WALLS TO HAVE R-4 , ' , I I TYP. L ————— ♦ g .. _ 8 R32 CONTINUOUS RIGID INSULATION INSTALLED AGAINST 5'-6" , 5'-6" , I / 1'-6" , / 1'-6" , / 5'-6" 5' 6" , 2' 10" 2' 2" I D6 Town homes THE EXTERIOR SHEATHING. 2'-7" 2'-5" , 5'-6" 5'-6" , 2'-4" Jr 2'-8" y , 11'-0" , 5'-0" _ 1 4'-0" jr FLOORS OVER UNHEATED SPACES - R-38. 11' 0" , 5' 0" 4' 0" y , 11' 0" , 5' 0" 4' , 3'-9Y2" , 20'-0" y Anacortes, SSLAB LAB ON GRADE R-10 PERIMETER AND UNDER FULL Jr 20' 0" �, 20' 0" Jr / 23 g2 X VVA (R-38ATTICS SHALL BEDEEMEDT UNIT Cl (R) UPPER LEVEL PLAN UNIT Cl (R) MAIN LEVEL PLAN UNIT Cl (R) LOWER LEVEL PLAN BE DEEMED TO SATISFY THE REQUIREMENT OF R-49 WHEREVER THE FULL Landed Gentry HEIGHT OF UNCOMPRESSED INSULATION EXTENDS 1/4" = 1' 0" 1/4" = 1' 0" 1/4" = 1' 0" OVER THE WALL TOP PLATE AT THE EAVES). EXTERIOR DOORS: DOORS BETWEEN HEATED AREA SUMMARY Revisions AND UNHEATED SPACES SHALL BE U=0.25 Heated SF Unheated SF OR BETTER. Inside Face* Inside Face* No. Date Description WINDOWS: ALL WINDOWS AND SGD TO HAVE First Floor 281 467 9 9 21 CERMIT ORRECTIONS U-FACTOR OF U=0.25 OR BETTER Second Floor 639 52 Third Floor 607 0 INSULATE UNDER STAIRS AND IN WALL Total SF 1527 519 CAVITIES ABOVE BOTTOM OF STRINGERS *Side of exterior walls to which area was measured SEE SHEET U12(R) FOR INTERIOR ELEVATIONS AND STAIR PLANS Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 JH/AMS Sheet No.: 0 n N U9 ( R) Sheet Order: ABUFRESDI FLOOR FRAMING NOTES WSW18x8 SF STRUCTURAL FASCIA (%4x8 TYP. U.N.O.) g ROOF TRUSSES ABOVE FLOOR JOISTS \ /9 \ Q FB FLUSH BEAM 57.0 2X LEDGERG94.0 / NDB DROP BEAMWSW18x8HDR HEADER 4x12 HDRJACK TRUSS ZGT GIRDER TRUSS /4\ V - - - -L \\ S \ 7.o/ - LJ I4 GLB GLU-LAMINATED BEAM (SEE SHEET xx FOR CAMBER INFO.) \59.0/ I 1 1 1 1 s I ' W (2) 2x10 HDR ' OO u u u_ u 1 u _ _ LJ a u_ICJ u u _LJ LI I L_J _ I FLOOR FRAMING AS NOTED IN DRAWINGS i I-—— -I JACK TRUSS 7x16 LVL FB (DROPPED 4") ® �_ VENT DUCTING Oi i @ 24 O.C. 19Ce T( i \ 9.0/ I I �59.0/ i X (2) 2x STUDS UNO BYOX , WHERE X=NUMBER OF STUDS � al V 0 ` = I / / BLOCKED DIAPHRAGM; NAILING PER STRUCTURAL NOTES SHEET xx / N / 9 M J 4 2X LEDGER 59.0 59.0 \ � I \ ) j BEARING WALL �j// (2) 2x10 HDR ,u uuu_ uu / HANGERS INDICATED ARE SIMPSON STRONG-TIE SEE SHEETS xx. } + 713.5x11 875 LVL FB 1 Fr \ FLOOR SHEATHING SHALL BE AS INDICATED ON SHEET xx. O > ml opALL BEAMS AND HEADERS SHALL BE SUPPORTED ON DOUBLE STUDS UNLESS I / \ �I NOTED OTHERWISE. PROVIDE 3 BUNDLED STUDS UNDER BEAMS GREATER THAN 6" I 6 001 25 Central Way, Suite 210 WIDE AND 2 BUNDLED STUDS UNDER BEAMS LESS THAN 6" WIDE. FACE NAIL Li Kirkland, Washington 98033 \S9.0/ XI P: 425.454.7130 F: 425.658.1208 BUNDLED STUDS TOGETHER WITH (2) 16d AT 12" O.C.TYPICAL. / 9 MI 9 \ Web: www.milbrandtarch.com \59.0 I G9.0/ VERTICAL STRAPS (EX. STHD, MST) INDICATED ON FRAMING PLAN ARE AT THE I _ 7x14 LVL FB (DROPPED 2") ® I 5.25x16 LVL HD # 0 BOTTOM OF THE WALLS BELOW THE FRAMING LEVEL. ' �J1 _ _ IJ - ® _ _� - - -�- © Copyright 2021 4x8 _ Milbrandt Architects, INC., P.S. BLOCKING @ FLOOR RIM SPACE POST I iI I x x All rights reserved SEE xx FOR BLOCKING @ SAWN LUMBER / I N 1 J 1 N x` 1 3 \ SEE xx FOR BLOCKING @ TJI 6 L II I z ` II G9.0>SEE xx FOR BLOCKING @TRUSS BAYS \9.0) i1OREf�I STAIR I m @� 01 1 x' ` 11 _ BATH FRAMING J v' a o U VENT L;. �n z x I //////////// ///////l/////Y ////// 11326 1 / REGISTERED SEE xx FOR BEARING WALL STUD REQUIREMENTS. \ J '" I \ / �p �:� 1 n 1 ( -!i \ / 1 \ ARCHITECT SEE SHEETS xx FOR TYPICAL WOOD FRAMING DETAILS. 3.5x11.875 I cq O 3.5x11.875 LVL FB / j I 59.0 LVL F B �_ ' r ( U. o I \ -�1/////// 4AAJLIA'--‘75 A / p c) 1 A / I� ((2)Lax10 HDRAVID J. VINCENT \Y/ �� o I \\ / f = STATE OF WASHINGTON /\ /g A N I \/ �% BEARING WALL 1 / v I "I- 7, \S9.0/ / V C I / \ 04_ 3.5x11.875 LVL FB ' 11 / \ I j POSTABV. POST E3.5x11.875 1 I // \\ g LVL F B 59.0 I �/ \� S9.0 /N//////////7///////// 3.5x11.875 _VL FB 3 3 1 0 - nor - -in -fTni—O S9.0 BEARING WALL (6 \ 9.0/ I cc mI I @ in a I xCn > I II E ,_ 1 N- 0 I O51II __ � I I o / 6 � a x \59.0) OOP Cti to MI I V Jo a ♦ ♦ 1 I V CO 4-i ■� 1 (20\ 9.0/ C C CC 0 i I 3.Cx11.875 LVL FB I 4\ t _ 'lam- 0 - _u u,Jirl- �59.0/ 1 o L (2) 2x10 HDR j_(2 2x10 HDR S90 + (2) 2x10 HDR -+ 2x LEDGER m`I n + -�-�-+ n n I 4\ G9.0/ LJACK /.!:'('.'.. TRUSSES 4..,•.• .i' •,• 4x4 @ 24" O.C. :::::.,}.':•'.*::.\ POST / 4x4 POST / GT 1 1 I P.T.4x8 HDR FUC48 P.T. 4x8 HDR 2x10 DECK JOIST. 16" O.C. 18 RIP TOP Y4":1' FOR GABLE END TRUSS 4x4 POST C DRAINAGE 3 4x4 POST _ S9.0 P.T. 4x8 HDR Town homes Anacortes, WA UPPER LEVEL MAIN LEVEL UNIT Cl FRAMING PLAN UNIT Cl FRAMING PLAN Landed Gentry, 1/4" = 1'-0" 1/4" = 1'-0" ■ ' 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.: 0 0 i N ulo (71 Sheet Order: ABUFRESD FLOOR FRAMING NOTES WSW18x8 SF STRUCTURAL FASCIA (54x8 TYP. U.N.O.) 9 4 ROOF TRUSSES ABOVE FLOOR JOISTS / 9\ Q FB FLUSH BEAM S7.0 S9.0 2X LEDGER \S7.0/ DB DROP BEAM N HDR HEADER r_—— — r r WSW18x8 GT GIRDER TRUSS JACK TRUSS/ I J- _ ' 4x12 HDR — - Z i I GLB GLU-LAMINATED BEAM (SEE SHEET xx FOR CAMBER INFO.) - \S9.0/ (2) 2x10HDR - I '-_.I ' --LJ LJ LJ U - LJ 4 LL1 _ _-—- LJ LJ LJ LJ OS ;= _T_- - -� _ -e- —IT —IT rrrrrt --- — ■ FLOOR FRAMING AS NOTED IN DRAWINGS n ram, 7x16 LVL FB (DROPPED 4") , JACK TRUSS Is VENT DUCTING t I I O / 1 \ /19\ Ip @ 24" O.C. Ce ® (2) 2x STUDS UNO BYO,WHERE X=NUMBER OF STUDS I I \S9.0/ \59.0/ '� I 0Ca to , I/ / i BLOCKED DIAPHRAGM; NAILING PER STRUCTURAL NOTES SHEET xx IN 1 / 9 \ J t�= `- /4\ 2X LEDGER \59.0/ �9.0/ Q ABEARING WALL 11 (2) 2x10 HDR 1 .11_11 _ U U 41 U U, HANGERS INDICATED ARE SIMPSON STRONG TIE SEE SHEETS xx. d I +---� I ---- iL. - 1 3.5x11.8775 LVL FLOOR SHEATHING SHALL BE AS INDICATED ON SHEET xx. < O I ALL BEAMS AND HEADERS SHALL BE SUPPORTED ON DOUBLE STUDS UNLESS all tl 0 NOTED OTHERWISE. PROVIDE 3 BUNDLED STUDS UNDER BEAMS GREATER THAN 6" 1 C / 6\ 25 Central Way, Suite 210 L Kirkland, Washington 98033 WIDE AND 2 BUNDLED STUDS UNDER BEAMS LESS THAN 6" WIDE. FACE NAIL xx \59.0/ P: 425.454.7130 F 425.658.1208 BUNDLED STUDS TOGETHER WITH (2) 16d AT 12" O.C.TYPICAL. 9 \ I I 9 I �,; Web: www.milbrandtarch.com (s9.0, IS9.01 I VERTICAL STRAPS (EX. STHD, MST) INDICATED ON FRAMING PLAN ARE AT THE Os 7x14 LVL FB (DROPPED 2") ® 5.25x16 LVL HDR �I —I I I� U LEI - _ -� ® © Copyright 2021 BOTTOM OF THE WALLS BELOW THE FRAMING LEVEL. �- I-f -I1 - I I-T'—"Fl �� n 4x8 - - - - Milbrandt Architects, INC., P.S. I TNN All rights reserved BLOCKING @ FLOOR RIM SPACE 1 \ POST II � g SEE xx FOR BLOCKING @ SAWN LUMBER t INN - J 6 3 \ II I x\ SEE xx FOR BLOCKING @ TJI ic)2 �'OPEN�TAIR I 59.0 ATH 59.0/ � � SEE xx FOR BLOCKING @ TRUSS BAYS U3m 11 / 11FRAMINGENT SEE xx FOR BEARING WALL STUD REQUIREMENTS. `�^�" O / I /////// //////// \ / - ��I 1326 F REGISTERED O 1 t T• ARCHITECT 1 V 1 �� I 3.5x11.875 LVL FB SEE SHEETS xx FOR TYPICAL WOOD FRAMING DETAILS. 0 I �� 3.5x11.875 S9.0 \ o O � Ln 11 / LVL FB �� i / �, — O m IXH \ / f cc a (2) 2x10 FIGR \ / i AVID J. VINCENT 1Yo 1 � A / STATE OF WASHINGTON /\ c� BEARING WALL i \/ i N 9 I 1 / \ I T S90 1 / \ I I 9 I / \ 3.5x11.875 LVL FB / V POST I� POST / \ ® _H�L .- - —L. / V ABV. _ ABV. / \ 1 \ / A i -- /9 \ // \ • 1� 3.5x11.875 /zzzzzzz ////// S9.0 / \ 59.0/ I LVL FBlak \ 3.5x11.B75 LVL FB h Li 1 BEARING WALL I ®=n li LJ n -�- Sri O / 6 1 9.0) � I 0 IT O I ''AA ix1O V/1� N J z 0i I� • j / \ _ ♦V 1 a 6 X • I- \S9.0/NILT-1 • 0 , a E. v 1 cri O 1 /20\ 0) 0 1 1 I \S9.0/ C.. �I i 1 E 0 =0 4 3.5x11.875 LVL FB N 1 \59.0 u u_ L (2) 2x10 HDR or_n nLI- (2) 2x10HDR — -+- - - -+ 4 +.- -- (2) 2x10 HDR 59.0 r'l n n n n n n nn 2x LEDGER 4 I I� S9.0 J 0 1.`•.\ JACK 4x4 "' TRUSSES 4x4 POST 'OST •• •1•'••••'•• @ 24" O.C. P.T. Lx8 HDR .•.• 1GT 2x10 DECK JOIST.16 O.C. I HUC 18 RIP TOP%a":1' FOR P.T.4x8 HDR ;' DRAINAGE /18\ 4x4 POST GABLE END TRUSS \59.0/ L 4x4 POST R32 P.T.4x8 HDR Town homes Anacortes, WA UPPER LEVEL MAIN LEVEL UNIT Cl (R) FRAMING PLAN UNIT Cl (R) FRAMING PLAN Landed Gentry 1/4" = 1'-0" 1/4" = 1'-0" 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.: 0 0 N UIO ( R) Sheet Order: A B U F R E S ELECTRICAL NOTES A GENERAL NOTES TO PHOTOCELL_ CI THIS ELECTRICAL PLAN IS THE ARCHITECT'S SUGGESTED LAYOUT. THE ELECTRICAL CONTRACT IS ON A N+84" 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 OWPZ I— DRAWING. I 0 1 METER CENTER LOCATIONS SHALL BE COORDINATED WITH THE ARCHITECT. S S 1 HOSE< > +40 I ' W - u BIBB HIGHEST OPERABLE PART OF ENVIRONMENTAL AND OTHER CONTROLS SHALL MOUNTED NOT LESS 0 I 1 0+a4° +44"� I �I I +44° +44°ID 1 PREWIRE LOW VOLTAGE I— THAN 36 INCHES ABOVE FLOOR. ELECTRICAL AND COMMUNICATIONS SYSTEMS ON WALLS SHALL BE 750W _4O --J -Q 1 DW Ll ,)-, \ WIRE FOR GARAGE DOOR / MOUNTED A MIN. OF 15 INCHES ABOVE FLOOR. ELEC BB 1 - DISP I I 0 \ OPENER & ELEC. EYES / Ce USB 0 ' , I I 0 +48" I OUTLETS, SWITCHES, TELEPHONE AND TV, ETC. BOXES IN PARTY WALLS OF ONE UNIT SHALL BE IN I - +44'' I �- \ / ELEC 1 ` DIFFERENT STUD SPACES THAN THOSE IN THE ADJACENT UNIT. NO TWO ADJACENT UNITS SHALL HAVE 0 I / I +44„ \ / PANEL J1 la 0 SUCH BOXES IN THE SAME STUD SPACE. BOXES SHALL BE SEPARATED HORIZONTALLY BY 24". I Bedroom 2 ueI m, IF 1 1 0 � _ � I ` \ / / INDIVIDUAL ELECTRICAL OUTLET BOXES SHALL BE OF STEEL OR OTHER APPROVED MATERIAL AND SHALL TV 1 I - \ Garage / NOT BE GREATER THAN 16 SQUARE INCHES IN AREA. , ---0- 0 1 / \ \ i_- / Q S / +48' 1 ; Kitchen ; ', OUTLETS SERVING COUNTERTOP SURFACES IN KITCHENS AND BATHROOMS OR LOCATED WITHIN 6 FEET \/ I +44' J OF A SINK RECEPTACLE SHALL HAVE GROUND FAULT CIRCUIT-INTERUPTER PROTECTION. OUTLETS I I ( / —I I-- ,-T z INSTALLED IN GARAGES OR OUTDOORS SHALL HAVE GROUND FAULT CIRCUIT-INTERUPTER PROTECTION. 0 I 0 -6 4 / -i_ , o Laundry+44. SD \ / O R \HOOD I 1 0 THE WATER HEATERS SHALL BE STRAPPED AT A POINT WITHIN THE UPPER 1/3 AND THE LOWER 1/3 OF Cr ® 0--) / VENT I ITS VERTICAL DIMENSION.THE LOWER STRAP SHALL BE NOT LESS THAN 4" ABOVE ANY CONTROLS. 0'J 0 1 ru \ WATER HEATERS SHALL BE PROVIDED WITH A PRESSURE/TEMPERATURE RELIEF VALVE THAT IS �n 1 / 1 /FY- CONNECTED TO A DRAIN LINE. THE DRAIN LINE SHALL BE DIRECTED TOWARD THE GROUND AND Z I- 1 25 Central Way, Suite 210 / CC - _ I Kirkland, Washington 98033 TERMINATE AT A POINT NO LESS THAN 6" AND NO MORE THAN 24" ABOVE THE GROUND. ?�~ P: 425.454.7130 F: 425.658.1208 350W I r1 i ��` r1 r1 +44° I I \ �I�,� US 0 Web: www.milbrandtarch.com PRESSURE/TEMPERATURE RELIEF VALVE SHALL DISCHARGE THROUGH AN AIR GAP INTO THE DRAINAGE ELEC BB PWr. +f� i TECH PORT I I Trash SYSTEM OR OUTSIDE OF BUILDING PER UPC 608.5. \ SD/CM \ I—I , ��ff I / i/ L © Copyright 2021 SMOKE DETECTORS SHALL BE EQUIPPED WITH A BATTERY BACK UP, SHALL EMIT A SIGNAL WHEN �7 ,� I °G °� $3 / J I / / Encl. Milbrandt Architects, INC., P.S. BATTERIES ARE LOW, SHALL BE PERMANENTLY HARD WIRED AND WITHOUT A DISCONNECTING SWITCH I W/D m J I - 0 I 1I / / All rights reserved OTHER THAN THOSE REQUIRED FOR OVERCURRENT PROTECTION, AND SHALL SOUND AN ALARM UP 4n �i, / UP 0 I III / / AUDIBLE IN ALL SLEEPING AREAS OF THE DWELLING IN WHICH THEY ARE LOCATED. vT� H I Bath - o - +48° I 1 / L Q 350W I ® I 1 I / / +48° BATH +L8" +d / ,ELEC BB \ LI L� 0 VENT ENERGY NOTES / II VENT u I Dining \ W I� VENT FROM F VTRA u>/I 11326 0 SEE ENERGY NOTES ON SHEET Al & Dl. / Q THROUGH / 3g REGISTERED urn cnX �` �� „ IMF ARCHITECT PWDR RM. I riYg / STACK \ -- ]CHIME ----- WH �� BELOW w WALL ABOVE %- _ 41,444.1`' WATER HEATER SHALL BE ELECTRIC. THERMOSTAT 0 P I G &SWITCHES - I 3 / I \ ri +39" WALL MOUNTED / L-- n J AVID J. VINCENT HOT AND COLD WATER HEATER PIPES IN UNCONDITIONED SPACES SHALL BE INSULATED WITH R-3 i TO DUCTLESS / 350W STATE OF WASHINGTON INSULATION WHICH HAS A FLAME SPREAD OF 25 OR LESS. TO BELOW ® iBELOW MINI-SPLIT / cn Bath ELEC BB a me TO / ELECTRIC HEATER SIZE BASED ON 3 WATTS PER SQUARE FOOT. SEE HEAT SIZING FORMS FOR EXACT MAX ( 0 [; TO ABOVE / �' - SIZING PER UNIT. �-ME \ IABOVE 0 I DUCTLESS MINI-SPLIT HEAT PUMP SYSTEM TO PROVIDE ZONAL CONDITIONING TO THE MAIN LEVEL 0 l 350W { ] { - ° AND HAVE A MIN. HSPF OF 10.0. / -0- -- ELEC BB ' _ _ __ ,. I / r \ \ � 1 I ; M. Bath I I - - \ VENTILATION NOTES SMART � � T (1.1.1, 44 �, 'z - r, 5D/CM - PANEL LJ 2 -VENTILATION: SEE NOTES ON COVER SHEET. + - 0 ES - �. I - ALL EXHAUST DUCTS SHALL BE RIGID METAL, AND SHALL BE FITTED WITH A TIGHT FITTING BACKDRAFT // - I U0 TV - i / / / 1 Ell -- / SD DAMPER CAPABLE OF CLOSING WHEN THE FAN IS NOT IN USE. I i 1 / 1 Living / \ I\ ,-_ _ USB 0 I \ v/ DUCTS IN UNHEATED SPACES INCLUDING ATTICS SHALL BE INSULATED TO A MINIMUM OF R-8. I 1 1 w - 0 SD/CM USB 0 - — \ CO TOP FLOOR EXHAUST FANS SHALL VENT THROUGH ATTIC. 0 �\ 1\ `\ Bedroom \ -TV9 ® / 0 1 / \ 0 DRYER TO BE VENTLESS WITH A MINIMUM CEF RATING OF 5.2. \ r1 N N I • _ V \ - - CFB I \ - / Entry ` > FRESH AIR TO BE SUPPLIED TO A HABITABLE ROOMS OF THE UNIT THROUGH THE USE OF SCREENED \ \ r, y rag3 Bedroom 3 /7 /WINDOW OPENING OR WINDOW OUTDOOR AIR INLETS THAT PROVIDE THE EQUIVALENT OF 4 SQ. IN. I OF NET FREE AREA. \ \ EN \ MI \\ 0 ffIN - ,-- 0 \ WE _ w - • \ ,0 I 1 \ BELL 750W \ —I I 750W a ELEC BB 0 3�- \ 0 ELEC BB — II I I 1 ELECTRICAL LEGEND ^ O / O 0 S ' S WP \ HOSE S WP BIBB DUPLEX RECEPTACLE OUTLET CEILING MOUNTED LIGHT I Deck -6- qtc DUPLEX RECEPTACLE OUTLET J - Porch SPLIT WIRED (SWITCH TOP HALF) n P PENDANT LIGHT r DUPLEX OUTLET W/ USB i i a I-d USB RECEPTACLES I M0 DUPLEX RECEPTACLE OUTLET J RECESSED CEILING LIGHT; IC RATED L I El MICROWAVEMB R32 0 SINGLE RECEPTACLE OUTLET 208v r---, WATERPROOF RECESSED CEILING Town homes (R: RANGE, D: DRYER) 1-...J LIGHT CFB0 CEILING FAN BOX -0- WALL MOUNTED LIGHT Anacortes, WA Q JUNCTION BOX 0 UNDER CABINET LIGHT UPPER LEVEL MAIN LEVEL LOWER LEVEL A TECH PORT _ UNIT Cl UTILITY PLAN UNIT Cl UTILITY PLAN UNIT Cl UTILITY PLAN MICROWAVE OVEN/RANGE HOOD COMBINATION, 100 CFM, 3 SONES Landed Gentry 1;1 TELEVISION JACK MW SMOOTH DUCT. 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0" S SINGLE POLE SWITCH I< PHOTOCELL SAFETY SENSOR Revisions S3 THREE WAY SWITCH VTR VENT THROUGH ROOF No. Date Description $PB PUSH BUTTON RECESSED CEILING WHOLE HOUSE n 9-9-21 PERMIT EXHAUST FAN, SEE VENTILATION CORRECTIONS i ELECTRICAL PANEL LHJ NOTES ON COVER SHEET FOR SIZE. BBH ELECTRIC BASEBOARD HEATER 1.0 SONES MAX, 6" ROUND DUCT. i ' RECESSED CEILING EXHAUST FAN 50 0T THERMOSTAT �FJ CFM MIN, 1.5 SONES MAX,4" ROUND DUCT. ▪ SMOKE DETECTOR WITH BATTERY SCREENED WINDOWS OR BACKUP \ v WINDOWS W/OUTDOOR AIR INLETS; SEE VENTILATION NOTES SD/CM COMBINATION CARBON FOR MORE DETAILS ▪ MONOXIDE/SMOKE DETECTOR Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 JH/AMS Sheet No.: �; N F. uii Sheet Order: ABUFRESDI u u u u u u u u u u u u u u u u u u u u u u u -,..- ELECTRICAL NOTES A I GENERAL NOTES -TOPHOTOCELL 0 / THIS ELECTRICAL PLAN IS THE ARCHITECT'S SUGGESTED LAYOUT. THE ELECTRICAL CONTRACT IS ON A N+84" 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 WPOZ I' DRAWING. METER CENTER LOCATIONS SHALL BE COORDINATED WITH THE ARCHITECT. 2 2 048, < >HOSE I ' W U \Z BIBB HIGHEST OPERABLE PART OF ENVIRONMENTAL AND OTHER CONTROLS SHALL MOUNTED NOT LESSI q \ l' 0I+44' +44"gI-�-1 I 0+44° +44C Er, PREWIRE LOW VOLTAGE THAN 36 INCHES ABOVE FLOOR. ELECTRICAL AND COMMUNICATIONS SYSTEMS ON WALLS SHALL BE 750W MOUNTED A MIN. OF 15 INCHES ABOVE FLOOR. ELEC BB J L-- _ \. WIRE FOR GARAGE DOOR oT I �ISP� r \ OPENER & ELEC. EYES / Q Ce +48 OUTLETS, SWITCHES, TELEPHONE AND TV, ETC. BOXES IN PARTY WALLS OF ONE UNIT SHALL BE IN 0 USB -� I I +44' ` ELEC \ / DIFFERENT STUD SPACES THAN THOSE IN THE ADJACENT UNIT. NO TWO ADJACENT UNITS SHALL HAVE +44' \ I00 1 PANEL \ / Ca 0 SUCH BOXES IN THE SAME STUD SPACE. BOXES SHALL BE SEPARATED HORIZONTALLY BY 24". Bedroom 2 O _ \ / o I oC INDIVIDUAL ELECTRICAL OUTLET BOXES SHALL BE OF STEEL OR OTHER APPROVED MATERIAL AND SHALL TV_ 1 \ - t \ Garage /NOT BE GREATER THAN 16 SQUARE INCHES IN AREA. TO— / / \ C \ / Q N \ 2 +44' \ Kitchen ; 48° OUTLETS SERVING COUNTERTOP SURFACES IN KITCHENS AND BATHROOMS OR LOCATED WITHIN 6 FEET UI N / L OF A SINK RECEPTACLE SHALL HAVE GROUND FAULT CIRCUIT-INTERUPTER PROTECTION. OUTLETS 1 I I Qj , —I I w - 7 , .___„„ INSTALLED IN GARAGES OR OUTDOORS SHALL HAVE GROUND FAULT CIRCUIT-INTERUPTER PROTECTION. O I L\ 6/ SD +44 Laundry I HOOD R C' O 1 O I 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. 0 VENT \ M Q I / / I-0- WATER HEATERS SHALL BE PROVIDED WITH A PRESSURE/TEMPERATURE RELIEF VALVE THAT IS - f/ \ N / / CONNECTED TO A DRAIN LINE. THE DRAIN LINE SHALL BE DIRECTED TOWARD THE GROUND AND \ II t L - 25 Central Way, Suite 210 TERMINATE AT A POINT NO LESS THAN 6" AND NO MORE THAN 24" ABOVE THE GROUND. - Kirkland, Washington 98033 r1 1350W +44' II Y s� I I ,I P: 425.454.7130 F: 425.658.1208 PRESSURE/TEMPERATURE RELIEF VALVE SHALL DISCHARGE THROUGH AN AIR GAP INTO THE DRAINAGE / /ELEC BB ECB PORT LJ ' P yd r. Web: www.milbrandtarch.com SYSTEM OR OUTSIDE OF BUILDING PER UPC 608.5. 'T / SD/CM / cvL,, r �� Trash \ I iN y f Gy © Copyright 2021 SMOKE DETECTORS SHALL BE EQUIPPED WITH A BATTERY BACK-UP, SHALL EMIT A SIGNAL WHEN O \ \- �� f \ 3 °� Encl. \ \ r -1 Milbrandt Architects, INC., P.S. BATTERIES ARE LOW, SHALL BE PERMANENTLY HARD WIRED AND WITHOUT A DISCONNECTING SWITCH N_ O - 2( r \ \ I I All rights reserved OTHER THAN THOSE REQUIRED FOR OVERCURRENT PROTECTION, AND SHALL SOUND AN ALARM r1 r r1 �� \ \ III I I O AUDIBLE IN ALL SLEEPING AREAS OF THE DWELLING IN WHICH THEY ARE LOCATED. Bath 350W \ 1HJvTR \ II \ \ I I/ BAT® +48" N II I I -ti IDELEC B% \ I \ Z8" +48" / N / VENT I 7 O \ I L i�---- ENERGY NOTES VTR \ Dining — I VENT - - -A N I 226 REGISTERED L' \ VENT FROM �cv0--------, ARCHITECT SEE ENERGY NOTES ON SHEET Al & Dl. O PWDR RM. I \ THROUGH +; 10WH J ,,,� / HAcK - BELOW [ CHIME[ -- WALL ABOVE r0 WATER HEATER SHALL BE ELECTRIC. a I 421AJIA1 , C /l�HES I f 3 1: U-+39" h / --J \ WALL MOUNTED - \ r II. AVID J. VINCENT HOT AND COLD WATER HEATER PIPES IN UNCONDITIONED SPACES SHALL BE INSULATED WITH R 3 -- i \ DUCTLESS TO i 350W STATE OF WASHINGTON INSULATION WHICH HAS A FLAME SPREAD OF 25 OR LESS. SD TO BELOW I cv > ' rA1 MINI-SPLIT BELOW ELEC BB \ I TO n ® C Bath \ ELECTRIC HEATER SIZE BASED ON 3 WATTS PER SQUARE FOOT. SEE HEAT SIZING FORMS FOR EXACT MAX IJ 0 :IIIiiiii:* :i::IIIIII - TO ABOVE SIZING PER UNIT. �, ABOVE} , \I } - DUCTLESS MINI-SPLIT HEAT PUMP SYSTEM TO PROVIDE ZONAL CONDITIONING TO THE MAIN LEVEL 1 350W r 0 C 1 f °� AND HAVE A MIN. HSPF OF 10.0. ELEC BB - _ \ / �` \ J1 M. Bath _ _ 1 / ' - I -0- /. �� \ SMART SD/CM I_ \ I \ VENTILATION NOTES 44 f_ � ,�� PANEL �, \\ VENTILATION: SEE NOTES ON COVER SHEET. O 4CV\ \ \ I r1 ALL EXHAUST DUCTS SHALL BE RIGID METAL, AND SHALL BE FITTED WITH A TIGHT FITTING BACKDRAFT - TV CU I \ I / \ \ ION DAMPER CAPABLE OF CLOSING WHEN THE FAN IS NOT IN USE. / \ Living / \I / ® / DUCTS IN UNHEATED SPACES INCLUDING ATTICS SHALL BE INSULATED TO A MINIMUM OF R-8. _O USB - - \oy / i 1 -0 g -0- O 0 USB SD/CM / 0 \ / / N TOP FLOOR EXHAUST FANS SHALL VENT THROUGH ATTIC. / Bedroom /LI- Master / / / / TVFCtS LL / 1 6 Cr 0 �..i DRYER TO BE VENTLESS WITH A MINIMUM CEF RATING OF 5.2. i CFB � _ ' / LIIN // 1 / - ' / ltr , O 0 FRESH AIR TO BE SUPPLIED TO A HABITABLE ROOMS OF THE UNIT THROUGH THE USE OF SCREENED \ / r� - r� / / Bedroom 3 3 2 y _ WINDOW OPENING OR WINDOW OUTDOOR AIR INLETS THAT PROVIDE THE EQUIVALENT OF 4 SQ. IN. / I / l OF NET FREE AREA. _ Y i / '0 b_IM WO/ T 0 �� T C LJ / - \ WA / / I BELL 1 • M 750W / -i I— 750W —— —ELEC BB 0 / 3�0 ELEC BB VIrI I ' I IELECTRICAL LEGEND 2 P2 ° 2P OS E — — — BIBB / DUPLEX RECEPTACLE OUTLET CEILING MOUNTED LIGHT Deck6 , T qtc DUPLEX RECEPTACLE OUTLET L � Porch — SPLIT WIRED (SWITCH TOP HALF) DUPLEX OUTLET W/ USB R PENDANT LIGHT 1 1 it USB RECEPTACLES ±R M0 DUPLEX RECEPTACLE OUTLET Bo RECESSED CEILING LIGHT; IC RATED ID E MICROWAVEme R32 0 SINGLE RECEPTACLE OUTLET 208v Iiel WATERPROOF RECESSED CEILING Town homes (R: RANGE, D: DRYER) LA) LIGHT CFB0 CEILING FAN BOX -0- WALL MOUNTED LIGHT Anacortes, WA Q JUNCTION BOX 0 UNDER CABINET LIGHT UPPER LEVEL MAIN LEVEL LOWER LEVEL A TECH PORT _ UNIT Cl (R) UTILITY PLAN UNIT Cl (R) UTILITY PLAN UNIT Cl (R) UTILITY PLAN MICROWAVE OVEN/RANGE HOOD COMBINATION, 100 CFM, 3 SON ES Landed Gentry 1;1 TELEVISION JACK MW SMOOTH DUCT. 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0" S SINGLE POLE SWITCH1<1PHOTOCELL SAFETY SENSOR Revisions S3 THREE WAY SWITCH VTR VENT THROUGH ROOF No. Date Description $PB PUSH BUTTON RECESSED CEILING WHOLE HOUSE n 9-9-21 PERMIT EXHAUST FAN, SEE VENTILATION CORRECTIONS i ELECTRICAL PANEL LHJ NOTES ON COVER SHEET FOR SIZE. BBH ELECTRIC BASEBOARD HEATER 1.0 SONES MAX, 6" ROUND DUCT. i ' RECESSED CEILING EXHAUST FAN 50 OT THERMOSTAT �FJ CFM MIN, 1.5 SONES MAX,4" ROUND DUCT. ▪ SMOKE DETECTOR WITH BATTERY SCREENED WINDOWS OR BACKUP \ v WINDOWS W/OUTDOOR AIR INLETS; SEE VENTILATION NOTES SD/CM COMBINATION CARBON FOR MORE DETAILS ▪ MONOXIDE/SMOKE DETECTOR Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 JH/AMS Sheet No.: c; C UII ( R)Fs Sheet Order: ABUFRESDI Sr 0 I Iii i11i I' Z_10 LI 7 U I I I I I I 4 Li.1 Ce _ m U r A — Q 01 toF W3036 W3036 F WCC2736 W3036 W3018 W3636 F F W3918/\ ,,, W1536 WCC2736 ri /\ 1 /\ /\ , < •• --_I1 , Y -- , , —— — - - _, 7-----\ 1 > P --- --- 1--\-- ---/MICROWAVEW/\ ---- / / 11 \ / \ / \ V EXHAUST rAN \� V O � \/ \/ 25 Central Way, Suite 210 Kirkland, Washington 98033 P: 425.454.7130 F: 425.658.1208 GWB GWB o o GWB GWB o Web: www.milbrandtarch.com rn m rn - ——— / REF `——— © Copyright 2021 L— J Milbrandt Architects, INC., P.S. f �j co Allrightsreserved / >. DW M I ‹/ \ RANGE > . -- ----� M J I -r L_‘t,i I I • S. ` ♦ ♦ r r I S. ` 11326 REGISTERED F SB30 BS36 DB12 F SBC48 DB18 SB33 SB36 F SBC48 ARCHITECT KITCHEN PLAN 0 KITCHEN 2 KITCHEN 0 KITCHEN AVID J. VINCENT STATE OF WASHINGTON 113-LH CENTER LIGHTS I C GWB ON SINK \ CENTER LIGHTS ONCU _ SINKS c ° \C- Q ( 4 3 'eh S. LIGH BAR , GWB -4!--; --,1 — S. LIGH BAR ♦ LIGH BAR LIGH+ BAR — L• .__) I c13 MI4OR (_-"' MIR�2OR I MIRRORmW > El 2-6 R 4-0 A 2-0 I 3-6 7 6 x 3 0Cin GWB I IOZS ii LAMINATE COUNTER �� LAMINATE &i4" SPLASH co COUNTERV. Cl),/�/ V &4"SPLASH S. �■■+ J (- TP \ •_ < > < > mW 1 , 1 _ , _ ,_ 0 ,7,, ^ ,,,,,, ,..„,.._......, ,› i (,) N N ' l � I �� us • , / VS30 VS36 DB12 DB12 VS36 W L PWDR PLAN 4 PWDR LOWER BATH PLAN 0 LOWER BATH M. BATH PLAN (6) M. BATH ,_ >L sJr ,�� - I 3'-5" 10" 3'-5" 1'-8" C / / / / / / LANDING 1 T LANDING 2T@10"EA HALF WALL Ty �r CENTER LIGHTS �� ON SINK ♦ _f3 I irr- ♦ — 7fi- I R32 @ 42" A.F.F. 13 14 15 13 14 15 16 16 14 16 1'-4 2" 14 0 G -4 GWB - D5 D5 D5 / D5 Town h o m es CURTAIN ROD LIGH BAR •S. ^ z o DN m MAIN En o pN m UPPER o i 8 zic, 18 17 LEVEL m Q 18 17 LEVEL Anacortes, 2" D5 2" WA GWB MIR OR D5 D5 D5 f/ 2-0 i 3-6 t ;11 • II FIBERGLASS ♦ ♦ > ■ SURROUND LAMINATE 12 8�8 12 1'-81" • _ ■ COUNTER i i Landed Gentry &4"SPLASH LAMINATE COUNTER I v &4" SPLASH 11 d!) 11 i c' + N S. 10 10 HALF WALL SINGLE LEVER � � i S. � J , � , °MI CONTROL :\'-'/ / g 9 v @ 42" A.F.F. No. Date RevisionsDescription I />1 1 / Q Q + / o w 8 w 8 Lo m \ // 7 1Y2"O HANDRAIL 7 1%"0 HANDRAIL �� q AT 34" TO 38" AT 34" TO 38" VS30 S. ♦ SB33 SB33 F a 6 ABOVE NOSING. o Q 6 ,N ABOVE NOSING. cL 1%2" BETWEEN LU 1Y2" BETWEEN N 5 HANDRAIL N 5 HANDRAIL UPPER BATH PLAN 7 UPPER BATH LAUNDRY PLAN 8 LAUNDRY &WALL &WALL i 4 — ♦ 4 "1 ♦ 3 � 3 2 i 2 0 m 1 1 INTERIOR ELEVATIONS N _ r a N = __,,\_, ± 3/8" 1'-0" 19 HALF WALL 13 HALF WALL D5 @ 42" ABOVE D5 @ 42" ABOVE NOSING NOSING 3'-3" 3'-3" / / / / LOWER LEVEL MAIN LEVEL Initial Publish Date: 8-20-21 STAIRPLANS Date Plotted: 9-9-21 3/8" = 1'-0" Job No.: Drawn By: LOWER LEVEL TO MAIN LEVEL MAIN LEVEL TO UPPER LEVEL 21-21 JH/AMS 15 EQUAL RISERS = 9'-1%" 16 EQUAL RISERS = 10'-15/8" MAX RISER = 734" MAX RISER = 7%4" Sheet No.: MIN. TREAD = 10" MIN.TREAD = 10" U1 2 Sheet Order: ABUFRESDI ZZ 0 I I- U) PI -7' 7- ' 1 Z 1- I- IJ I ° L 7 U I --J I I' 4 w I- - Ce m U - A Q WCC2736 j�W1536 W3918 F F W3636 W3018 W3036 WCC2736 F W3036 W3036 F I41 to 1---/---\'\<- IL->- -> > ---- /MICROWAVEW/>---> I -->—11 >---> >---> I \/ EXHAUST IFAN > I / I \\ / \\// / Central Way, Suite 210 I O Kirkland, Washington 9803333 P: 425.454.7130 F: 425.658.1208 o GWB I GWB o o GWB GWB Web: www.milbrandtarch.com REF //\\ //\\ - I I r---; > / \ / \ > ---- i I I /� I N I L— J / \ Milbrandt Architects, INC., P.S. © Copyright 2021 I I �� All rights reserved ———— —-- < > RANGE \ -- ----H o � > > 41IJ L— > t r N/ > / ——_II �� \/ I �L C - 11326 ♦ ♦ 8.D82 F SB36 SB33 DB18 SBC48 ♦ ♦ ♦ ♦ F DB12 BS36 SB30 F REGISTERED ARCHITECT KITCHEN 3 KITCHEN 2 KITCHEN 1 KITCHEN PLAN AVID J. VINCENT STATE OF WASHINGTON V/ 1 -1,1%, ill= CENTER LIGHTS CENTER LIGHTS ON ON SINK GWB SINKS / / 4_ 7_ GWB ( LIGH BAR LIGH BAR LIGH BAR ♦ V LIGH- BAR ♦ i �, L I L- I ■- W CU MIRROR I MIR�2OR -Z MIRROR \\\ mW 7-6 x 3-0 GWB 2-0 3-6 A 2-6 4 0 locCin J 1 ' LAMINATE COUNTER _ �/ &4" SPLASH III wil`� LAMINATE J —I o 0 COUNTER I00 ♦ &4" SPLASH 0 i / l _ l u ♦ r1 r ) . N �/ O TP I J? L_ �+ ■ < > < > . rillil > M\ a)(-) _ / N/ / . - 1=1 ♦ ♦ ♦ ♦ _Z21 IL I- I ♦ Z� VS36 DB12 DB12 VS36 VS30 W L M. BATH 6 M. BATH PLAN LOWER BATH OD LOWER BATH PLAN PWDR 4 PWDR PLAN ,0 Z2f -a.2 1-8" 3'-5" y 10" y 3'-5" I C / 2T@10' EA LANDING 1 T LANDING IPF Yi— C ON TER LIGHTS ZT y2 • ♦ „� I=1 R32 14 1'-42" 1 16 14 16 — c-I' Townhomes D5 D5 D5 D5 - GWB O UPPER m DN z MAINo co DN L_ - z I LIGH BAR CURTAIN ROD LEVEL 17 m Q LEVEL 17 Q — $ I ` -' Anacortes, 18 J (18) J ' WA 'r D5 D5 f f i i� D5 MIR OR I. GWB ♦ I - - ♦ ♦ t -- N 7 ♦ 2 0 3 6 FIBERGLASS jr 1' 81/2" 181/8" I LAMINATE SURROUND Landed Gentry J LAMINATE COUNTER (JP COUNTER ■ El5) &4"SPLASH &4"SPLASH ♦ II I I . . , . , in > [7=. r I L-J �� - /> /> j Revisions L i \ i SINGLE LEVER / CONTROL v > ' \ �"� + Imo No. Date Description a Q / /, w I w I J o f b I I aw w F SB33 SB33 VS30 1- 1- N I N i- •♦ _ I LAUNDRY 8 LAUNDRY PLAN UPPER BATH 7 UPPER BATH PLAN I O m f I —J ;„ Z� —J � CL INTERIOR ELEVATIONS 13 19 D5 D5 3/8" = 1'-0" 3'-3" 3'-3" i i / MAIN LEVEL LOWER LEVEL Initial Publish Date: 8-20-21 STAIRPLANS Date Plotted: 9-9-21 3/8" = 1'-0" Job No.: Drawn By: 21-21 JH/AMS Sheet No.: n n N U 1 2 Sheet Order: ABUFRESDI CI I- 1) Z I- 79'-4" / / ' W 3'-912" 20'-0" 12'-0" 15'-4" 12'-0" 20'-0" 1 3'-9 2" y /1'-1114" 16'-3" 1-93/4"1. 2'-21/2" 8'-3„ 1-624 5'-6 2" 8,_3„ 1'-6y2"T1'-6 2" 8 3" 2'-22„ f 1'-93/4" 16'-3" 1-1144"/ / / / / / / / / / X / / , r WSWH24x8 _-- WSWH24x8cle /2 \� WSW18x8 r / 2 2\ �/ 5 -- -2 \ / g\ / 5 \ r-- 2-\ --� r/ 5 \ /2 2\ 1 r/ 2 \ 57 0 S7 o 57.0 56.0 I WSWH18x8 S7 0 P3 I 56 0 56 0 j S7.0 L ki WSWH18x8 J I Ca U I\56.0/ \S7 0 57.0/ I WSW18x8 \57.0/ o ` ` `• • I r 2 r I 2 r r J I , 5 11 I 0' 0" I 11 I I D2 1 0'_0" -10'/z" I `D2 I 11 I 0' 0" ICl / 5 \ I Q -J 10/z" L---- J D2 L--3-1 J 11 L- J D2 L---- 10'/zD-, -- 56.0 D2 , ---- I- D2 1 I---- r----J \56.0/ L---� r-J ® ® F4 -101/z" F3 I STHD14 8 2 I F3 ) -101/z" F4 56.0 D2 ('21 (Ii) 1 111 C 1 zo O 20B V" CONC. 6 6 3Y" CONC. 20B O o 25 Central Way, Suite 210 2 v D2 SLAB \ D2 9 \ Al / 9\ D2 i / \ SLAB DZ V 2 Kirkland, Washington 98033 D2 9 B 1B1 (R) 9 D2 P: 425.454.7130 F: 425.658.1208 S6.0/ 56.0 56.0 56.o O Web: www.milbrandtarch.com C / 411 \ / VERIFY GARAGE SLAB HEIGHT \ \ / VERIFY GARAGE SLAB HEIGHT WITH GRADING PLAN - I 3Y" CONC. 20B 3Z" CONC. 20B 20B 3/" CONC. I WITH GRADING PLAN SLAB D2 SLAB D2 b D2 SLAB o © Copyright 2021 "' INSTALL SYSTEM TO ALLOW o 0 0 o INSTALL SYSTEM TO ALLOW "' Milbrandt Architects, INC., P.S. ♦ L et ADEQUATE DRAINAGE �el P6� P6� P6 P6 ' F1 ADEQUATE DRAINAGE \- All rights reserved BENEATH SLAB ON GRADE F1 > N C F1 > / I BENEATH SLAB ON GRADE et I.O.S. - P6 FRAMING CONTRACTOR (CPO- VERIFY GARAGE SLAB HEIGHT VERIFY GARAGE SLAB HEIGHT VERIFY GARAGE SLAB HEIGHT P6�p FRAMING CONTRACTOR P6 4- T.O.Sl SHALL VERIFY HOLDOWN WITH GRADING PLAN WITH GRADING PLAN WITH GRADING PLAN / SHALL VERIFY HOLDOWN .1--I +2„ LOCATIONS PRIOR TO I LOCATIONS PRIOR TO 11326 , , REGISTERED 4" CONC. POURING FOUNDATION INSTALL SYSTEM TO ALLOW INSTALL SYSTEM TO ALLOW INSTALL SYSTEM TO ALLOW POURING FOUNDATION 3Y" CONC. ARCHITECT SLAB ADEQUATE DRAINAGE ADEQUATE DRAINAGE ADEQUATE DRAINAGE SLAB Fx) SLOPE BENEATH SLAB ON GRADE I BENEATH SLAB ON GRADE I BENEATH SLAB ON GRADE ' . SLOPE _ 1 - .21•JIA1 Fo ri 1/4"= 1' DINS 6'-3" 5'-82" 4'-01/2" 4'_0" FRAMING CONTRACTOR P6 FRAMING CONTRACTOR P6 FRAMING CONTRACTOR 4'-0" 4'-01/2" 5'-82" 6'_3" 1V4"= 1' DN AVID J. VINCENT 12 / / / y SHALL VERIFY HOLDOWN I SHALL VERIFY HOLDOWN SHALL VERIFY HOLDOWN / / /TYP. 3 8 6�/ 9 LOCATIONS PRIOR TO LOCATIONS PRIOR TO LOCATIONS PRIOR TO 9 6 8\ ©TYP. (12) L- P4 D2 G6.0, 0' 0" D2 \56.0/ I POURING FOUNDATION POURING FOUNDATION POURING FOUNDATION I S6.0 D2 0'-0" CS6.0/ D2 cl)y J _ ___ ____ ♦ ♦ t 1 ` T.O.S. ` 4T ♦ -� ♦ ♦ 1 1 ♦ ♦ L ` • T.O.S. ♦ r r _ N 7" i _ r J 4' 0�2" 2' 10�2" 8.5 L -71 1-�.- I 7„ N p •I N :I 41) f / ••N N �• O L Jill ' L J4111 tv ri 1 :1 1 - I m tv q 1 - I • 4'-0" 12'-0" 8 12'-0" 4'-0" I I STHD14 L I-I / 56.0 t / I-.. STHD14 /14\ _� 1 1 7 L / 7 f r--- /14 56.0 4 I • D2 LU A LL, LL, D2 I 4 S6.o) (n \ / D2 I 7 Q O 0 z Q D2 \ ® En I 0' o" N •r---- € N 0' o" 5® D TYP. 56.0 4' O Z" 6'-5" 5' 62" / 5' 62" 6'-5" 2" I S6.0 $ F5 4' 0 TYP. D2 F5 S60 CU L- ® L+ I �, L 6x6 POST 6x6 POST :1‘.c--- -J L+J ® r J _l_ ICL _ _ • p,-U" ___ _ r / r 6' 6" i O3 5' 8�4" 3' 9�4" I-8\-i 8\ / 8 \ r 8�� 3' 9�4" 5' 8�4" ®®i 6' 6" / CD o L--J (s6.o- (s6.o/ \560 6 6.0/5 (6.0/ i L--J ■. N • C F6 > 3 D2 3 C F6 > N �_ N O o' 0" I D2 TYP. D20 0, � 4" CONC. SLAB o TYP. 3 TYP. 4" CONC. SLAB CO OVER 10 MIL.VAPOR - OVER 10 MIL. VAPOR BARRIER _ D21 D2 20A C F1 ) 5 '� 0 0 I 7 0'-0" +e 5 ' el BARRIER 20A D2 TYP. D2 0'-0" D2 D2 4x6 D2 0'-0" D2 TYP. 0 4- 4 el POST 111 4 D2 T.O.S. I T.O.S. I T.O.S. D2 0' 0" �z D2 31 C F1 ) 0' o" 20A 3" 0.0 I / F1 \ 3" D2 O et r----- J 20A L-- l I D2 L---� \ / 1 L 0 0 C I - 20A •♦ N-� D2 I 0'-0" I © I D2 ♦ 1-- ---I L---- -----1 I I L---� 1 0'-0" C9D; D2 I r J r---� /14 = 1 -4" 4" CONC. SLAB 4 CONC. SLAB 1 4 4" CONC. SLAB 1 =N /14 N 4" I J �� r--- -J L r- L- -- -� �� 14 1 S6.0 0'-0" 1 2'4' OV R 10 MIL. VAPOR I 2' •4° 1 0' o" 56.0 ) \ 1 = OVER 10 MIL.VAPORI ® I I C F3 > I D2 C F1 ) I C F3 ) I I / ® TONER 10 MIL.VAPOR = I \ T.O.S. N BARRIER STHD14 T.O.S. I L 1 BARRIER I ... ... ... L J I L_ J L J I BARRIER \ 1 L 47. ♦ ♦ ♦ • ♦ I 0'_0� tamI ♦ ♦ I TYP. 1 ( o' ♦ ♦ ♦ 2, I 0'-0" I u ♦ • L F1 01 0" 10 0 D2A0' b" l F1 : o , J 1 2 �-1 o /2\ I .._ �•..: b 7 l t /2' 1 L \ , o -,, P3 zz LLI • D2 V 0 N I N \S7.0/ - 1 / Lo/ ' J oD2wR32 L ♦ ♦ c\I STHD14 O L� fi Z�-JfYP. WSWH18x8 �� 1 - STHD14 WSWH18 : TYP. 1- fi tJ * O ♦ STHD14 ♦ ♦ ♦ Town homes v = V 14 4 w o I I 4 'z I T.O.S. F.I1_,I ,, 4 14 I = vN , 3Y" CONC. ,jr- \ - \ 4" o \ -4" �3Y" CONC.56.0 D2 _4'' O 1 1� D2 w I l = O 4" D2 56.0 NT.O.S. SLAB ii m m mF� T.O.S. a _ 2FYIN SLAB , T.O.S., \♦ r I -4„ r-J SL T.O.S. L m C F2 14 O _u - CI F2 > JT.O.S. SI�[l. I - 4„ I , m Anacortes, ��- - I I L ® �F� �® I L �- ��l ♦ r ®® J s6.o 2" CONC. I J r ♦ � ; I ®® I -� I I ®� ® � I �a I - - - r" WA -, L- �° SLAB _ L J 1 -J J -J J�' J r•cr ® 4x4 POSTS TYP. - -F �1 F2 > 12 IC& = I-, , ® I ®C F2 r l -- 4x4 POSTS TYP. / AT PORCH ♦ - ® 1 p D2 4x4 POST I ♦ 1 I F2 I z = C F2 > - , 4x4 POST D2 1 I ® C -♦ AT PORCH ` ` LL_I ®L�i TYP.AT ♦ ♦ ♦ L J� L-J ` ` \ TYP.AT L1_1 J ` ♦ 12 PORCH 4x4 POST 12 / =2 \� PORCH ' �2� t7. Landed Gentry I D2 3 7 PORCH D2 3 / 7 7 3 �9 I 32," 112" 5%' 6%' 2' 6'-11%" 1%' 3/„ /I TYP. AT 1," 7'-6" 2'12 12 y 6'-11%,' Z'I 63/4 53,' 12" 32," // / / / / �? / // -/-/- // / / T // �� ,1 /,� 11'-0" 5'-0" 8'-11/2" 7'-102" 6'-11" 8'-5" 7'-102" 8'-11/2" 5'-0" 11'-0" Revisions 1 / / i / i / ' / i / 1 3'-9/2" 16'-0" 16'-0" Jr 15'-4" 16'-0" I 16'-0" 3'-91" No. Date Description / / Jr Jr X / BUILDING 1 FOUNDATION PLAN 1/4" = 1'-0" FOOTING SCHEDULE FOUNDATION NOTES FTG. SIZE DEPTH REINFORCING REMARKS Provide cleanout at base of rain leader at tie in to F1 1' +33" ELEVATION AT TOP OF CONCRETE -• LOCATION OF DOWNSPOUT: REFER TO SHEET S6.0 FOR TYPICAL FOUNDATION DETAILS. SEE SHEET S9.0 FOR ALL FLOOR SHEATHING, NAILING, AND OTHER -4" 10" (2)#5 CONT. CONT FTG.(SEE 14/S6.0) drain per UPC 1101 .13.1 +20" FINISH SLAB ELEVATION PROVIDE TIGHTLINE AND RISER BOOT PERTINENT STRUCTURAL INFORMATION. REFER TO GENERAL STRUCTURAL NOTES SHEETS xx&xx FOR F.O.C. FACE OF CONCRETE ADDITIONAL REQUIREMENTS. SHEAR WALLS SHOWN AT FOUNDATION WALLS ARE FOR PLATE 18"x 18" 10" (2)#4 BOT. E.W. SEE 13/S6.0 • R 10 PERIMETER INSULATION ANCHOR PLACEMENT. SEE SHEARWALL SCHEDULE ON xx FOR SHEAR PORTAL BRACE CONCRETE WALLS ARE 8" UNLESS NOTED. SPACING. OX SPREAD FOOTING TYPE REFER TO F3 STEP FOOTINGS AS REQUIRED TO REACH FIRM BEARING SEE SLOPE FINISH GRADE AWAY FROM BUILDING PERIMETER. SEE CIVIL. O 4' 6" X 24" (4)#5 LONG WAY, T&B SEE 2/57.0 SCHEDULE SLAB ON GRADE SHALL BE 3 1/2" MINIMUM THICKNESS. REINFORCE DETAIL 4/S6.o. DRAWINGS FOR SWALES AND OTHER ON-SITE DRAINAGE SYSTEMS 5'-6" (6)#5 SHORT WAY, T&B WITH 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVIDE 10 MIL. Initial Publish Date: 8-20-21 SW# SHEARWALL TYPE REFER TO xx FOR VAPOR BARRIER BELOW SLAB OVER 6" FREE DRAINING GRAVEL OVER PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL WSWH DENOTES STRONG-WALL WOOD SHEARWALL. SEE NOTES \ � 4'-6" X 24 (4)#5 LONG WAY, T&B SEE 2/S7.0 Date Plotted: 9-9-21 ANCHOR BOLTS FIRM NATIVE SOILS OR STRUCTURAL FILL COMPACTED TO 95% F4 BUILDINGS. AND DETAILS ON SHEETS S7.0, S7.1 & S7.2. \ 6'-0" (7)#5 SHORT WAY, T&B MAXIMUM DRY DENSITY. HD# HOLDOWN TYPE - REFER TO SCHEDULE xx Job No.: Drawn By: �� BOTTOM OF ALL FOUNDATIONS SHALL BE 18" MINIMUM BELOW SLOPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUILDING. F5 1'-6" 12" (2)#4 CONT. THICKENED SLAB FTG. 0 SEE 12/S6.0 ADJACENT GRADE UNLESS OTHERWISE NOTED. 0 6" STEMWALL _ JH/AMS 0 n 24" X 24" 10" (3)#4 BOT. E.W. SEE 13/S6.0 Sheet No.: z 0 5 N Fl c7, Sheet Order: ABUFRESDI CI I- U) Z I' 8 P6 P6 ® P6 P4 P4 8 ® U (P6) à P4 ® W T I—. / I 1 P6 / I I \ N c� .; P4 KI � I- - I i MSTC52 I MSTC52 I I Ce MSTC52 MSTC52 1 MSTC40- i MSTC52 i MSTC40 I V P6 P6 P6 CP6> I 1 P6 0-il6P6 P6 1 C P6 P6 P6L EP6)\ Cp6) I_ 1-EP6) P6 J EP6C F =1 _ 1 I P6 I I P n I, -(P6) iL —) 1 _ii ►m U I I j 71 - / rl—- __.--IY-7-— l L o I c �'7 ..-.4----1 IL T--' I I 25 Central Way, Suite 210 Kirkland, Washington 98033 fir\ ��1 I� L�I ' P: 425.454.7130 F: 425.658.1208 - - _ - - �� _ �b� i�\ i = Web: www.milbrandtarch.com �f—I �- _ - P6 MSTC40 I rir .-- I MSTC40 P6 EP6> P6 B1 (R) © Copyright 2021 Milbrandt Architects, INC., P.S. 8 ] —— — _ , 8 ` I Bi I Al I I , All rights reserved 1 Bi Al B1 (R)Mir ] 11326 Cl (R) I I ci Cl (R) I I ClC 1 REGISTERED MSTC40 MSTC40 Y 1 MSTC40 ARCHITECT n I J- n MSTC52r ., ,_ MSTC52 L J I I . 1- -1 I I 2 b -1/8 8 l� T I— vns,,'� l 1/ P4 P4 EP4) P4 C P4 P4 \ P3 8 AVIDJ. VINCENT P4 P4� I_ WSWH18x9 P3 WSWH18x9aA 7 I STATE OF WASHINGTON I C� r � 8 ® P4 E ) \St3 ) ® P3 P3 BUILDING 1 UPPER LEVEL SHEAR PLAN BUILDING 1 MAIN LEVEL SHEAR PLAN 1/8" = 1'-0" CA Om C L. s m WSWH18x8 P3 WSWH18x8 in WSW18x8 WSWH24x8 STHD14 WSWH24x8 WSW18x8 I I I I I I I CP6> I P6 P6 P6 P6 P6 I I P6 P6 P6 P6 R32 P4 P4 Townhomes --VI, ,IF -,-I Anacortes, STHD14 STHD14 WA Bi SHEAR WALL NOTES 1 - 11 I I_ Al B1 (R) [ ,I� _wL_ Landed Gentry PX SHEAR WALL TYPE I- - = I SEE S1.2 FOR NAILING SHEAR WALL WITH FORCE - 1 Revisions PX TRANSFER AROUND WINDOW ,_ , SEE 8/S1.3 No. Date Description Cl I HDXX HOLDOWN TYPE - SEE S1.3 FOR SCHEDULE (Ii) Cl [I .= I - THE WOOD SHEATHING DIAPHRAGM SHALL BE APPLIED TO SAME SIDE OF STUD STHD14 I STHD14 STHD14 WALL AS SHEAR WALL TAG AND SHALL CONTINUE ABOVE AND BENEATH I— , w . I �, • OPENINGS. I i SOME SHEAR WALLS REQUIRE 3x PLATES AT THE FOUNDATION OR AT ABUTTING 8 WSWH18x8 , WSWH18x8 PANELS. SEE SHEARWALL TABLE SHEET S1.2. �T.EE! P3 m P3 m P3 elz SEE SHEET S1.2 FOR TYPICAL SHEARWALL DETAILS ,`�/ ❑ w ❑ 8glir c El 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 BUILDING 1 LOWER LEVEL SHEAR PLAN 1/8" = 1'-0" Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 JH/AMS 0 0 Sheet No.: z 0 J_ 5 F2 N (7, Sheet Order: ABUFRESD ROOF FRAMING NOTES I- TRUSS SPACING: 24" O.C. -TYPICAL CI U) FB FLUSH BEAM HDR HEADER - SEE 06100 ON S1.0 (2)2x8 U.N.O. I— GLB GLU-LAMINATED BEAM W GT GIRDER TRUSS I— DS DRAG STRUT 1 1 Ce RAISE HEEL TRUSSES(+2'-4�4") RAISE HEEL TRUSSES(+2'-4�4") SF STRUCTURAL FASCIA \ 4\ / 1 1 2x FRAMING ABOVE TRUSS TO 2x FRAMING ABOVE TRUSS TO / 1 4 V ONLY STRUCTURALLY REQUIRED BEAMS AND HEADERS ARE SHOWN. S9.1 591 FORM CLIPPED GABLE 1 \ FORM CLIPPED GABLE S91 (S9.1/ ALL BEAMS, HEADERS, GIRDER TRUSSES, HIP TRUSSES AND HIP MASTERS SHALL BE SUPPORTED ON DOUBLE STUDS UNLESS D T 7 r -- - i r -- T i r GABLE END TR S91 -- GABLE END TRUSSF, I 7 NOTED OTHERWISE. PROVIDE 3 BUNDLED STUDS UNDER BEAMS GREATER THAN 6" WIDE AND 2 BUNDLED STUDS UNDER (2) 2X10 HIDR (� 1 / I _ (2 2X10 HDR Q BEAMS LESS THAN 6"WIDE. FACE NAIL BUNDLED STUDS TOGETHER WITH (2) 16d AT 12" O.C.TYPICAL. I , }- - - ==� I \ / I 1 F t- -- - _I I +-- -{ L� I 1 GABLE END TRUSS '`� I u ROOF SHEATHING SHALL BE AS INDICATED ON SHEET XX. I )-- 1 I 0 /' �, ., / v Cz GT �, SEE ROOF PLANS FOR VENTING. - �/ �� ... 1-� D cc I- 1- ,�I '.':.'.'.'.':.':.'.'.'.'.'.'..'.'.'.'.'.'.':.':.'.'.'.'.'.'.'.'.'.':::.. I- i- FRAME OVERFRAMING AREAS WITH 2x4 AT 24" OC WITH STUD SUPPORT AT 48" OC TO TRUSS BENEATH. CARRY ROOF a a lT \ - a a SHEATHING THROUGH FALSE GABLE. PROVIDE 2' x 4' HOLE IN ROOF SHEATHING FOR ATTIC VENTILATION AND ACCESS. w w © 15 - AM/7\ / "' `L' J J /.. .' .' .'.'.' .'.'.'.'.'.'.'.' .' .' .'.'.'.'.'.'.'.' . J J 25 Central Way, Suite 210 SEE SHEETS XX FOR TYPICAL ROOF FRAMING DETAILS. co S9 1 59.1 D3 S9.1 co co Kirkland, Washington 98033 Q Q l - \...., ....................... .. E Q Q P: 425.454.7130 F: 425.658.1208 �.'.:,':.:.:..'......:.':.':.':.'.'.':.' Web: www.milbrandtarch.com SEE XX FOR BEARING WALL STUD REQUIREMENTS 1 \ T •.•.•.•.•.'.12, �; .,.,;,•,•,•,•;,'; .,;,•, ;, GT / I (2) 210HDR (2) 2X10 HDR WHERE POSTS OCCUR PROVIDE SOLID VERTICAL GRAIN BLOCKING SOLID THRU FLOOR TO MATCHING SUPPORTS BELOW. 1 -j-- --4 El \''' \•' """ """"' 1 © Copyright 2021 E 1 Milbrandt Architects, INC., P.S. SEE XX FOR RAISED HEEL TRUSS TO BEARING WALL CONNECTION. \ / RAIS�S}.I(EELS \,,,,:,:,:,:•:,; 1 ::::::::::::: :: R415fp'HEELS \ / All rights reserved Alb (+2'-4,4") �'.':.':.',' 15 .'''' ''''''::':::J; 4�4") AI D1 12 - �'.':..':..D3..':.'.' i C \ 1 .'..'�. �/ I 1 D1 I 59.1 59.1 122"x30"I • 13 \ :':':':': ,'::':% 13I 22"x30"I \-<2; REGISTERED ROOF FRAMING LEGEND I ATTIC I D3 \ ••;..1 ;;;• D3 II ATTIC I ARCHITECT 1 ACCESS I 6 \ ... 1 ,� E I ACCESS I • L——J \:. :2../ L--J n I s9.1/ •- \.� .� r I / 6\ I / 6\ AVID J. VINCENT ROOF TRUSSES \S9.1/ U 59.1 (S9.1/ STATE OF WASHINGTON 13\ EL \ (13\ 2x FRAMING ABOVE TRUSS L ---J 6 / 6\ L J 2x FRAMING ABOVE TRUSS __ DRAG TRUSS TO FORM CLIPPED GABLE S9.1/ GT 59.1/ \59.1/ GT S9.1/ TO FORM CLIPPED GABLE U U zz.74-77 STICK FRAMING n - I I - ' /\ \\ (C 11 ) GT 9 / 6\ / 6\ 9 GT C1 /\OVER FRAMING - SEE ROOF FRAMING NOTES SEE MAIN \\ - D3 \S91/ \S91/ D3 /::: SEE MAIN UPPERLVL L fUPPERLVL I' i�l FRAMIN LOFOR OR / ��- IFLOOR �� 22x30 ATTIC ACCESS PANEL // /6\ I LI 6\ FRAMING FOR JACK TRUSS ` / \S9.1/ 13 I 13 I 13 13 CS9.1/ \ JACK TRUSS ® (2) 2x POST UNO BY® L D3 D3 D3 D3 12 - Bl 12 Al 12 Bl (Ii) 12 ca �. 2x FRAMING ABOVE TRUSS S9.1 59.1 -- S9.1 S9.1 2x FRAMING ABOVE TRUSS � �� RAISED OR LOWERED WALL PLATE, AS NOTED , i a TO FORM CLIPPED GABLE I 12z,, ,, TO FORM CLIPPED GABLE _ I----1 r--, _ 1 _ �J I 122"x30" I I ATTIC 1 I 122"x30"I i L� - / 1 C I ACCESS 1 S9„� I ACCESS I I L J /' 01) •\\ I ACCESS I NS9.1 ■- I---I I L--J /7:'. I::::::::� L--J L �� C -0 w D1 /...... . :. .'.� D1 Ai D1 AI L o L CU •M .\ M 0 - r 0 4- -1 4\ 15`:::: :::::::::::: :::::: L 0 /•i. • �...:r.'... �.:.:.:.....::::.. 0 4..1:� Ce Alik D3 /, :.':.'.'.':.'.'.'.'.'.'.'.':.':.':.'.'.'.'.'.'.'.'.'.'.'..� '.'.'.'.'.'.'.'.'.'.'::':.':.'.'.'.'.'.'.'.'.'.':.':.':.'.'.':. .\ !:.':.'.'.'.'.'::. : \ cc It I I I I I I I I : I GABLE END TRUSSI /4\ L 1 GABLE END TRUSS - - _-J L GABLE END TRUSS _- GABLE END T'USS I /4\ 'GABLE END TRUSS J L - / 1 \ J \59.1/ I L\59.1/ / 1 \ R32 Alb 2x FRAMING ABOVE Alb2x FRAMING ABOVE TRUS' T8 2x FRAMING ABOVE TRUSS TO 2x FRAMING ABOVE Town homes TRUSS TO FORM \S91/ S9'1 FORM CLIPPED GABLE S9.1 S9.1 FORM CLIPPED GABLE S91 \S9.1/ TRUSS TO FORM CLIPPED GABLE CLIPPED GABLE Anacortes, WA Landed Gentry Revisions No. Date Description BUILDING 1 ROOF FRAMING PLAN 1/4" = 1'-0" Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 0 21-21 JH/AMS 0 0 Sheet No.: z 0 J CD F 3 „, Sheet Order: ABUFRESD l' ROOF LEGEND RJ ROOF JACK 50 SQ.IN. NET FREE AREA CI 0 < a > 6:12 SLOPE INDICATOR (OR AS INDICATED) Z F" 4 ° D 5:12 SLOPE INDICATOR (OR AS INDICATED) V DS @ DS @ DS @ DS @ \i ----- BUILDING OUTLINE LOW LOW LOW LOW 4 IW ----- EAVE VENTING 2.4 SQ.IN./LF. NET FREE AREA A ROOF B ROOF Q DS TO LOW ROOF ROOF ROOF D © DS @ I- ..— UNIT SEPARATION AT ATTIC DS @ ),LOW © 14 ® ® LOW Ce AREA LR1 D4 AREA LR3 AREA LR6 D3 AREA LR3 AREA LR1 GUTTER (DOUBLE LINE) ROOF ROOF 1 DOWNSPOUT LOCATION o b o o Ca V AREA IN WHICH OPENINGS AND PENETRATIONS T T ■ ■ T1 Eli/ ■ ARE PROHIBITED _ _ / ^ I �� r� /// (4-FEET EACH SIDE OF COMMON WALL) I/ ' wrirR J ° R J FMI7wor I , ' o ( C CO O �} 1® I 1 I 14 • 1Alik MECHANICAL AND PLUMBING VENT LOCATION PER OTHERS. D4 DS TO LOW ROOF R J ■ 16 I D4 14 4 0 I -� - - - I D4 ■ R J DS TO LOW ROOF D4 j1 D4 I D3 _ .�I I 18 14 RJ 1 6 I 14 I / il ^ Y 14 - D4 D4 14 14 R J 14 ° D3 / OPEN I I ` D4 D4 OPEN D3 14 R 1 14 ( ENDED 13 ENDED D4 6 D4 1 0 GUTTER R J D4 I I I R J GUTTER 11 0, D4 6„ D4 r 11 I ■ I I I 25 Central Way, Suite 210 R J I < I I R J P:Ki 425 454.7130 Washington 425.658.1208 o R J I ■ I I ! 1 o Web: www.milbrandtarch.com -r __._1.. ■ 19 �- -- -- - I J-- -- 19 I © Copyright r2021 eserved D4 I i I D4 Milbrandt Architects, INC., P.S. O -0" I ■ 4'-0" 1 I I �4�_0, I I I R J I I All rights reserved R J I it I I I i1 RJ I RJ RJ 13 N11326 REGISTARCHITECERE TD I D3 I ®I I I I I ! 41-4J1)(1‘°— I I ' I I I I AVID J. VINCENT R J I I ■ I I I ■ 1 RJ STATE OF WASHINGTON RJ I RJ I Ii1 RJ I I ' I 11 I I 1 • I I I 110/ I I 1 1 1 I I � I I ., i---- . I I . ..., 1 RJ I I I RJ 111 RJ RJ I I RJ I RJ RJ /\ I n n I ! I n I - J RJ RJ RJ RJ (!) iCI C 111 RJ D3 I ■ RJ111 D3i (!)I ■ I ■ I 1 Ii1 I I I (R) 4' 4' Bi 4' , � I 4' I Al 4' 0" Bi (R) !v"4'-0" C 1 14 I 11 I 14 D4 RJ I RJ I RJ RJ I i RJ D4 i I CU Ilk . I I D341111) I I CL C AREA 1 I I I AREA 2 I AREA 3 I I ■ AREA 2 I AREA 1 . I RJ I -0 RJ I I ■ I RJ 0 = I ! I 0 CO i I Ce i RJ IRJ ■ II I I I I I1 14 RJ RJ I ■ I I I I ■ I RJ R J 14 D4 I RJ RJ I I R J Ii D4 10 I < > <I I I I I 1' 0 y 44I I ■ I y ® RJ ®I D4 RJ D4 I I I I RJ I ® I Alk RJ D4 ® - - I 14 I _ �I 18 I 14 - - -- -a Allk 4 D4 D4 D4 ■ 7/I D4 ct- - / .�� R J // ' D4 I �' ■ a D4 -0"Ili=.12wm 1'-0"A I A _ A _ 1 J -o" -- L I 1'_0.' �7MM 1'-1' �� 7 I a ii►fiiIIIIIII , a 1 o T I i V I �■ I- 6" 6"° 16" R32 14 16 `/ m 18 RJ ® I 16 14 DSTOLOW 16 I ® \/ RJ 18 m \/ 16 14 D4 D4 DTO RJ D3 D4 D4 I D4 14 DS @LOW D3 ' Iiire/N1 ROOF D4 ® 14 I D4 D4 D3 R J LOW D4 D4 Town h o m es LOWROOF - D4 ROOF DS @ LOW D7 D4 _ ROOF DS @LOW �,a ?� DS TO LOW ROOF _ ROOF ■ DS TO LOW ROOF DS @ LOW ROOF V I wC�—`�=-_ . / ,4 , alai"' , ROOF Anacortes, I �r iiv] R J I WA 1 �, 1' o" ■ - L o" 10 TYP.ir .. 1 0 , - —4 1 0 AI Io 9 9 0 9 D7 9 o IAlik D6 ■ �, 1 D6 D6 ■ � ■ D6 D6 ■ D6 Landed Gentry ®® 14 ROOF LOW ® DS @ LOW ROOF 14 ®® D6 D6 D3 AREA LR5 D6 AREA LR5 D3 D6 D6 AREA LR2 AREA LR2 Revisions AREA LR4 AREA LR7 AREA LR4 No. Date Description BUILDING 1 ROOF PLAN 1/4" = 1'-0" ROOF VENTING CALCULATIONS IRequired Low Eave Low Jacks High Jacks Area Attic Area Venting Venting Vent(LF) (Qty) (Qty) Venting Provided (SI) *%of req'd Description (SF) Ratio (SI) 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% Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 21-21 JH/AMS Sheet No.: z F. R1 Sheet Order: ABUFRESDI UNIT C1(R) Y UNIT C1(R) A UNIT 61 B ® UNIT Al UNIT B1(R) D UNIT C1 DECORATIVE 43' 0 2" TYP. 16' 0" I E3 16' 0" E3 15' 4" 16' 0" I E3 16' 0" KNEE BRACKETS m 16 1 I e 1- TYP. D7 D4 14 DECORATIVE 17 DECORATIVE BUILDING HEIGHT CI 19 TYP. DECORATIVE TYP. D4 COMPOSITION ROOF GABLE VENT SHINGLES GABLE VENT TYP. KNEE BRACKETS 12 D7 ��u1 wi:a�il�iyig�_� 12 COMPOSITION ROOF 19 D7 FIBER CEMENT LAP FIBER CEMENT 5 ' SHINGLES 16 TYP. FIBER CEMENT SIDING;7"REVEAL — Z SHINGLE SIDING �'' ��I i � 6D4 SHINGLE SIDING D7 14 12 ..aii�nnr 9 11 hilkilatil \ FIBER CEMENT LAP D4 TYP. 6 IA� 2x10 BELLY BAND 2x10 BELLY BAND / MI.E� I SIDING;10%a"REVEAL �� ® TYP. .ifil �;�h._ TRIM TYP. W TRIM .nI■ MIME D4 AMP' • D4 ,n�■�mn��_ ai■1■1�■I■1M1f1`�11111■■1■1�■I■1.. li T.O.P. T.O.P. n ii■�■i�n.._ .a..�1Jr1■II1■J■■1.,_ .AllIMINInMl■In•1►lle.illUln■n■InMl■In■n.._ „AliiEiimiiik. T.O.P. I- - ER TYP. I F II 13 II - FIBER CEMENT LAP = = VINYL WINDOWS 7 _ _ ER _ I I 6 TYP. Ce D5 I D4 W/DECORATIVE 13 D5 _ SIDING;10/a REVEAL _ TYP. L - I L JTYP MULLIONS D4 ICa V 6 UPPER LEVEL UPPER LEVEL 17 J UPPER LEVEL S. S. TYP. D6 O0 / sp D4 VINYL WINDOWS W/ ♦ 2x6 DOOR Il - - I - — - — ♦ 1 DECORATIVE MULLIONS _� AND WINDOW _ ER _ ER TYP = _ - ,-' Q TYP. 7 2x6 DOOR AND \ = SURROUND _ _ 3 _ _ L,,0 D4 n WINDOW SURROUND o, o o a TYP. D6 ' - _ = _ ! o_...---------r7 TYP. 9 1 r•® - limmutionimill 16� ID6MAIN LEVEL�� ♦ AMAIN LEVEL ITYPD6IviiiiiiiD5 i k'll- 6 IIIII'1111111MAIN LEVELS • e • I. 4 -• • �._ .naon_ f Ilrrn\ IMF, ri .. .. _ 8 I d FR z ` I ■1...� �z - 25 Central Way, Suite 210 I - 4MINIM D7 - Kirkland, Washington 98033 I n.E1 D1 I DECORATIVE N ■I� 33 - BRACKETS oo rn rn I 1� �I; �I� D5 L �� I �� P: 425.454.7130 F: 425.658.1208 4 I '� = i = II7_ I Web: www.milbrandtarch.com I D6 LOWER LEVEL LOWER LEVEL I LOWER LEVEL S. S. _I I ICI I f - , �,I:I� • _ ,� 1 — iLl/ ' r L J © Copyright 2021 SCREEN WASTE COVERED & DECORATIVE UNIT ADDRESS Milbrandt Architects, INC., P.S. STORAGE FOR UNIT Cl 16 FIBER CEMENT LAP 4 9 13 8 TYP. 4 8 TYP. 9 13 All rights reserved D8 4 SIDING; 7"REVEAL TYP. D7 RECESSED ENTRIES D6 D6 D6 @ PL D6 TYP. D7 @ PL BRACKETS D6 D6 NUMBERS, 5" TALL g D7 3' 10' DEEP OPEN GUARD RAILS AT SECOND ENTRY DOORS STORY PRIVATE DECKS WITH GLAZING BUILDING 1 SIDE ELEVATION BUILDING 1 FRONT ELEVATION \...<2; REGISTERED 1/8" = 1'-0" SOUTH ELEVATION 1/8" = 1'-0" EAST ELEVATION ARCHITECT ARTICULATION FEATURES USED AT EACH UNIT INTERVAL ARTICULATION FEATURES USED AT EACH UNIT INTERVAL FACADE TRANSPARENCY CALCULATION • WINDOW OPENINGS • REGULAR REPETITIVE WINDOW OPENINGS 2,170 S.F.WALL AREA AVID J. VINCENT • VERTICAL MODULATION • UNIT ENTRY DOORS 467.5 S.F.WINDOW AREA STATE OF WASHINGTON• CHANGES IN ROOF LINE • COVER PATIO SPACES • CHANGES IN SIDING MATERIALS • HORIZONTAL&VERTICAL MODULATION 2,170 S.F. = 22%TRANSPARENCY AREA • CHANGES IN ROOF LINE 467.5 S.F. • CHANGES IN SIDING MATERIALS WINDOW HDR UPPER LEVEL: 6'-8" MIDDLE LEVEL:8'-0" LOWER LEVEL:7'-0" UNLESS OTHERWISE NOTED C O .— C mW CO UNIT C1 UNIT B1(R) UNIT Al UNIT B1 UNIT C1(R) UNIT C1 20'-0" 12'-0" 15'-4" 12'-0" 20'-0" 43'-0%2" DECORATIVE / �© D Q B A TYP. KNEE BRACKETS COMPOSITION 16 17 ROOF SHINGLES DECORATIVE TYP. 14 D4 D7 19 FIBER CEMENT BUILDING HEIGHT ♦ TYP. DECORATIVE SHINGLE SIDING COMPOSITION ROOF GABLE VENT D7 I DECORATIVE TYP. .x10 BELLY BAND SHINGLES 12 12 GABLE VENT KNEE BRACKETS 19 6ENT 41r11:11Lirtillinibllik,minnow '' \ 15 SFIHINGLEBER nS DING FIBER CEMENT LAP 12 I bYP. ba 12 TYP. D7 ® TYP 12 � SIDING;10/a REVEAL 19 ��m■c1�■nlel�mnm■, �anm,� D4 D7 1 14 D4 U.N.O. 5 ��■�ilfll■�11■1■■�11► 9 1..,'I,'.' ` ��' 1 1 1 1 1 D4 ' ,1��n1■nmin■■ .� ��. 5 i J UI•IMI■Im■■, D4 e■•_:mUIIUII .. 2x10 BELLY BAND mill r m T.O.P. m\ TRIM D4 i �� ;:� �n r aiiil�iiii�itu.,_ �� i D4 ■■ !... T.O.P. i +6' 6' , _.dm■�1��i \ �._ ��im�■■n■.I..r1■n_ _ +6' 6' i T.O.P. �ii. .. ■■ iiiiiiiii■ iiiiiiiii■ it iiii■I iiiiiiiii■ �� III: FIBER CEMENT LAP _ ■■ 13 ■■ I 6 TYP. VINYL WINDOWS Iw oil — IEJ ! 1 = _SIDING; 10%a"REVEAL DPL-JD5 W/DECORATIVE =■ ■ • � m _ • ■`■• ■■ � 12 MULLIONS == — 13ao R32 ~ W0� � - - _ � — - - - D4 TYP. Townhomes UPPER LEVEL 61 A UPPER LEVEL D4 UPPER LEVEL S. NE VINYL WINDOWS W/ COD4 1 M Anacortes, 1 _ ■■�M � ■ ■ �_ �_ m_ V _ � � ■ ■■ ■ � ICI DECORATIVE MULLIONS = FIBER CEMENT i— ■ ■ �_ ■ ■■ ■ 6 WA - 2x6 DOOR AND � - ��, � � � g.7 TYP. \ LAP SIDING; _ I D5TYP.o Z WINDOW SURROUND o c, 7"REVEAL — ■■ o 9 TYP. — I I - - = M 1 I � � TYP. Landed Gentry MAIN LEVEL D6 MAIN LEVEL MAIN LEVEL ��, I a S. ♦ 1 S. ♦ 8 �� LI 2x6 DOOR . mommm� n Sr3TYP. _�■■■ iIIIYI I I Revisions 11-11= DECORATIVE ID1 AND WINDOW � �� D4 E, oo BRACKETS I No. Date Description 4 I I o, ao SURROUND ` ��.�� 8� �� == �� a IMI I II I I LOWERLEVEL ► `r �� • LOWER LEVEL• , MIE A ■■ — OMEN -- ■■■■ — ■■■■ ■■■■ - ♦—..- er FIBER CEMENT LAP 16 SCREEN WASTE GLAZING IN SIDING; 7"REVEAL STORAGE FOR UNIT Cl GARAGE DOORS 1 TYP. LIGHT FIXTURES AT GARAGE DOORS. 4 Dg LIGHT TO BE SHIELD OR DIRECTED D7 DOWNWARD AWAY FROM THE SKY LUILDING 1 SIDE ELEVATION BUILDING 1 REAR ELEVATION 1/8" = 1'-0" NORTH ELEVATION 1/8" = 1'-0" WEST ELEVATION ARTICULATION FEATURES USED AT EACH UNIT INTERVAL FACADE TRANSPARENCY CALCULATION ARTICULATION FEATURES USED AT EACH UNIT INTERVAL • WINDOW OPENINGS 1,139 S.F.WALL AREA • REGULAR REPETITIVE WINDOW OPENINGS • VERTICAL MODULATION 113.75 S.F.WINDOW AREA • HORIZONTAL&VERTICAL MODULATION • CHANGES IN ROOF LINE • CHANGES IN ROOF LINE • CHANGES IN SIDING MATERIALS 1,139 S.F. = 10%TRANSPARENCY AREA • CHANGES IN SIDING MATERIALS 113.75 S.F. Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 Job No.: Drawn By: 0 21-21 JH/AMS 0 0 Sheet No.: z 0 J CD El „, Sheet Order: ABUFRESD UNIT C UNIT B Y CI 14 12 in D4 TYP. 6 19 12 m 6 z D4 TYP. ATTIC ~/ ATTIC D4 r 4 ATTIC ® V D3 4,_ W T.O.P. / T.O.P. •- `T.O.P. _ _ 1 �' / TYP. @ EXT. TYP. 1 —/ TYP. @EXT. 10 WALLS 10 TYP. 3 @ INT. 10 = Ce WALLS BED 2 D1 TYP. \ D1 D1 WALLS TYP. _ _ LA U N D RY D1 `� Li. BED 1 TYP. © I ` ` © D1 WALLS 14 N� M. BED M. BED M. BATH BATH 6 BED 2 6TYP. .NGD D1 TYP. D5 \ 12 D1 D1 TYP. ' 18 D4 124:i 13Ca 0 UPPER LEVEL �\ 6 T UPPER LEVEL ` ` UPPER LEVEL l D5 1� I / 6 D4 • .7Ir ,.• ( 1 • • ,i_i_ TYP. I TYP. TYP. _.,.,_, 1 3 © INT. 17 / 6 TYP. 1 16 3 @ INT. 6 � D4 D1 1. ba =� _� D4 D5 i N D1 D5 _ WALLSNN 15 D1 D5 o WALLS - DINING PWDR. o D6 —\ ® 10 LIVING KITCHEN DINING (3) 6 12 ; PWDR. PWDR. / D6 D7 II 12 MAIN` * I / / 1 s �I 1 -- 1 6 LEVEL * ` ` `MAIN LEVEL © D3 D5 �\ �\ 611 15 '� — \ / '� ® _ ©/= ~ • \ \ L 9 L_ J I m } © - \ i D6 D6 D5 I All -1 HALL / 4 D5 © D5 rT I 8 I D7 7 = \ \ = J D1 D5 I I 25 Central Way, Suite 210 1 o Kirkland, Washington 98033 En D4 GARAGE 5 o ENT Y I I I D1 I I GARAGE D5 °' ° ° D5 GARAGE ' I I P: 425.454.7130 F: 425.658.1208 © D1 1 12 I' I 11 ® J0 1 Web: www.milbrandtarch.com LOWER LEVEL D2 1 • D2 D2 1 I'IKE L ' LOWER LEVEL LOWER LEVEL D2 (L_Da_6 D5 1} D2 ,_L I �• / ( \ 19 If \ 4 I/ �\ `�\ �4 ��, 1 (� \\ �\ © 19 j \-‘ 4 © Copyright 2021 Milbrandt Architects, INC., P.S. \ 270 / \\_// D5 \\_// 4 D6 D7 \\_/ © \ 0 / \� / \ / \ D2 D5 \ / D7 All rights reserved D7 D2 � �/� �� ._/ •�._/ �._ D2 ENTRY 12 BUILDING 1 SECTION C BUILDING 1 SECTION B BUILDING 1 SECTION A D2 11326 REGISTERED 1/8" = 1'-0" UNIT A 1/8" = 1'-0" UNIT B 1/8" = 1'-0" UNIT B/UNIT C ARCHITECT 41,4JIA1 AVID J. VINCENT STATE OF WASHINGTON 12 .1ii i m�mn1�1 i 12 12 12 16 11 nm■_am .._ 5 eiiTif moir om ■•n_ 5 6 -90i Umna'MIiUmnU•niinit ._ D4 i 1 .i._ 6 �� _ ATTIC � 14 � ATTIC -,.�,�� I,1i � TYP. D4 ® � 0 C �! li�1ii In)l III li�1ii In)l III li�ii T.O.P. T.O.P. ■ D4S. • ( _ W 13 TYP. @EXT. 10 TYP. @ EX TYP. 3 C10._�WALLS D1 TYP. = WALLS WALLS D1 1 TYP. ^) = 1D 13 b 1 BED 2 TYP.6 N ', M. BED Cl) CO M. BED M. BATH ATTIC D1N 1 D4 UPPER LEVEL ` UPPER LEVEL D1 18 N N TYP. D4 v/ TYP. ( 1 •• •` • ( / D5 �. 3 © INT. \ / TYP. 1 HALL ' `` , 6 D1 WALLS \ = D4 D5 10 LIVING TYP. DINING KITCHEN 12 - o 4 NNo LIVING - 12 6 D7 D1 6 MAIN MAIN 12 NN N 13 ® /� /Z LEVEL ` ` LEVEL 6 7 N D5 D6 I /^1 _ N \ — / ri, �u1 �L 9 5 © 16 D5 © 'Ll 41 - I I I 8 D7 D1 = \ \ 0 q D5 ' I I I I I D1 BED 3 BATH GARAGE D4 D5 KITCHEN D5 5 I I I I _ LOWER LEVEL ` ` #LOWER LEVEL •GARAGE D1 S ENTRY D2 R32 — — — 1.1 Townhomes I \ ( \ ( \ \ \ \ 3 19 I \ 4 4 4 \ \ / D2 TYP. \ / D6 D7 —� -/ © © `-' �1O/ m �_/ D5 s_i� 4 D6 D2 D2 D2 D2 D2 D7 Anacortes, BUILDING 1 SECTION E BUILDING 1 SECTION D WA 1/8" = 1'-0" UNIT C 1/8" = 1'-0" UNIT C Landed Gentry Revisions No. Date Description Initial Publish Date: 8-20-21 Date Plotted: 9-9-21 n Job No.: Drawn By: z 0 21-21 JH/AMS m v, 0 Sheet No.: z 0 ni N E 3 Sheet Order: ABUFRESDI A33EVIAT10\ S STUCTURAL \ 0 T E S STRUCTURAL DRAW \ G SHEET I \ DEX & AND IN. INCH(ES) 01000: GENERAL REQUIREMENTS 02000: SITE CONSTRUCTON 06071: PRESERVATIVE TREATED WOOD PRODUCTS SHEET DESCRIPTION DATE CDAT 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; o 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 co " 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 = 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 S1.2 SHEARWALL 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 S1.3 HOLDOWN SCHEDULE AND DETAILS 08/18/21 6 6K 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. `,J z AREAS SHALL BE BACKFILLED WITH LEAN CONCRETE OR PER GEOTECHNICAL S6.0 TYPICAL FOUNDATION DETAILS 08/18/21 - cd ADD. ABOVE A.B. ANCHOR BOLT 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 cn F.., 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 0 ALUM. ALUMINUM LG. LONG(ITUDINAL) S 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 CO ALT. ALTERNATE LGTH. LENGTH CONCRETE SLAB OR FOOTING THAT IS IN DIRECT CONTACT WITH THE EARTH. EXCEPT; a) 6 APPRX. APPROXIMATELY) 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 W u) • co 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 N cn co 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 N o 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 0) a) BEL. BELOW LT. WT. 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 L.W. LIGHT WEIGHT PROPERLY SUPPORTED. ALL BACKFILL MATERIAL AND PLACEMENT PROCEDURES SHALL BE BUILDING PERIPHERY AND SUPPORTED BY A CONCRETE PIER OR PEDESTAL MORE W Cl) B.F. BRACED FRAME ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2018 INTERNATIONAL BUILDING B.F.LD BUILDING MAS. MASONRY 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 - BLK. BLOCK MASN. MASONRY r� in BLKG. BLOCKING MAT. MATERIAL 1200: DESIGN LOADS IMPERVIOUS MOISTURE BARRIER. SHRINKAGE IN WOOD FRAMING IS DUE TO LOSS OF MOISTURE CONTENT AND TO N 02832: SEGMENTAL RETAINING WALLS COMPRESSION OF ASSEMBLIES OF WOOD COMPONENTS. PLUMBING, ELECTRICAL, AND V D a) 714 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 +-, x irs BLW. BELOW MAX. MAXIMUM LIVE LOADS SEGMENTAL RETAINING WALLS AND MECHANICALLY STABILIZED EARTH (MSE) RETAINING C) IMPERVIOUS MOISTURE BARRIER SEPARATION WITH EXPOSED EARTH. TO ACCOMMODATE 1 4 INCH PER FLOOR WOOD SHRINKAGE. THE USE OF KILN DRIED co BM. BEAM M.B. MACHINE BOLT DECKS 60 PSF WALLS SHALL BE DESIGNED BY OTHERS. / z BMU BRICK MASONRY UNIT MBM METAL BUILDING MANUFACTURER LUMBER AND PROVIDING A DRYING PROCESS TO THE FRAMING MEMBERS PRIOR TO BN BOUNDARY NAILING MECH. 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. W C FLOORS (RESIDENTIAL) 40 PSF CONCRETE CONSTRUCTION SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE CONCRETE OR MASONRY WALLS BELOW GRADE. BNDRY. BOUNDARY M.E.J. MASONRY EXPANSION JOINT B.O. BOTTOM OF MEZZ. MEZZANINE STANDARD ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE". B.O.E. BOTTOM OF EXCAVATION MFR. MANUFACTURER SNOW LOAD DESIGN DATA: PRESERVATIVE TREATMENT SHALL BE PER AMERICAN WOOD PRESERVERS' ASSOCIATION 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 I- 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 U 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: (N) WIND EXPOSURE: EXPOSURE B EDGE FIELD C CAMBER N/A NOTW APPLICABLE TOPOGRAPHICAL FACTOR: Kzt = 1.00 THE CONTRACTOR SHALL SUBMIT MIX DESIGNS TO ENGINEER OF RECORD FOR APPROVAL NAILS NAILS CAME. 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" 17, 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" w% k; ' CF CUBIC FOOT N.S. NEAR SIDEBLOCKED FLOOR: ,w.d1 a /0 o "GRADING AND DRESSING RULES" NO. 17 LATEST EDITION. SAWN LUMBER SHALL BE S4S �y C.I.P. CAST IN PLACE N.T.S. NOT TO SCALE EARTHQUAKE DESIGN DATA: CONCRETE MIX DESIGNS SHALL MEET THE FOLLOWING REQUIREMENTS: 3/4" APA RATED STURD-I-FLOOR OSB 40/20 T&G10d ® 4" 10d ® 12" J,'.`� N.W.C.NORMAL WEIGHT CONCRETE SEISMIC IMPORTANCE FACTOR: le = 1.0 AND SURFACED DRIED, 19 PERCENT MAXIMUM MOISTURE CONTENT. PROTECT LUMBER o `r � obi C.J. CONSTRUCTION JOINT FROM WEATHER AND PROVIDE FURTHER DRYING OF ASSEMBLED FRAMING TO MINIMIZE SHEARWALL: 7/16" C-D W/EXTERIOR GLUE SEE SCHEDULE SHEET S1.2 • ., a 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 w 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 Ln o a` , ti 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. ✓y�� CMU CONCRETE MASONRY UNIT O.F. OUTSIDE FACE SEISMIC DESIGN CATEGORY: SDC = D / BLOCKING AT INTERMEDIATE FLOOR AND ROOF SHEATHING JOINTS SHALL NOT BE REQUIRED �J i>Z / c COL. COLUMN O.H. OPPOSITE HAND BASIC FORCE RESISTING SYSTEM: BEARING WALL SYSTEM 3000 0.45 4±1 0±1 YES FOOTINGS U.N.O. PER PLAN/SCHEDULE: UNLESS NOTED OTHERWISE PER PLAN. SHEARWALL SHEATHING SHALL BE BLOCKED AT ALL pR� CONC. CONCRETE OPNG. OPENING DESIGN BASE SHEAR: Cs = 0.122 W 3000 0.45 4±1 5±1 YES FOUNDATION WALLS Fb Fv Fcp Fc 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) 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 5t1 0t1 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, w Na 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) ¢ N NI re)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 Q N N 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 CD _ 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: N 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 1. NO TEST FALLS 500 PSI BELOW THE SPECIFIED STRENGTH TOP CHORD DEAD LOAD 10 PSF as ACTIVE EARTH PRESSURE (AT-REST) 55 PCF 2. THE AVERAGE OF ALL SETS OF 3 CONSECUTIVE TESTS DOES NOT FALL TOP CHORD DRAG LOAD SEE PLAN o DBL. DOUBLE PL. PLATE PASSIVE EARTH PRESSURE 250 PCF BELOW THE SPECIFIED STRENGTH. 2X6, 3X6 HEM-FIR NO. 2 850 150 405 1300 1.3E6 TOP CHORD NET WIND UPLIFT 7 PSF NET DCW DEMAND CRITICAL WELD PL PROPERTY LINE (NET)COEFFICIENT OF FRICTION 0.30 (ULTIMATE) CONCRETE NOT MEETING THE ABOVE CRITERIA SHALL BE SUBJECT TO FURTHER TESTING cj DEPT. DEPARTMENT PLN PLAN BOTTOM CHORD DEAD LOAD 7 PSF N PLMBG. PLUMBING SITE CLASS D AT NO ADDITIONAL EXPENSE TO THE OWNER. JOISTS HVAC SEE MECHANICAL oho DET. DETAIL SEISMIC SURCHARGE 7H YIELDING o DF DOUGLAS FIR PLYWD. PLYWOOD 2X, 3X HEM-FIR NO. 2 850 150 405 1300 1.3E6 LIVE LOAD DEFLECTION L/360 z DIA. DIAMETER PSF POUNDS PER SQUARE FOOT SEISMIC SURCHARGE 14H (AT REST) RESHORING, WHERE REQUIRED, SHALL CONFORM TO ACI 301 SECTION 4.6. SUBMIT o H DIAG. DIAGONAL PSI POUNDS PER SQUARE INCH FROST DEPTH 18" PROPOSED RESHORING PLANS TO THE ENGINEER OF RECORD FOR REVIEW. Q 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 N 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 ¢ Lu D.O. DITTO(REPEAT) QTY. QUANTITY CONCRETE PLACEMENT. SEALER APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR FIELD. SHOP 1 DP. DEEP DRAWINGS SHALL BE SUBMITTED PER THE REQUIREMENTS OF SECTION 01330. DESIGN m U DS DOWNSPOUT R. RADIUS BEAMS AND POSTS MATERIAL PROPERTIES SHALL BE AS FOLLOWS: N DWG. DRAWING(S) RAD. RADIUS 4X DF-L NO. 2 900 180 625 1350 1.6E6 DWL. RE: REFERENCE 01330 SUBMITTALS 6X DF-L NO. 1 1200 170 625 1000 1.6E6 w 3100: REINFORCING STEEL USE COMBINATION SYMBOL SPECIES CAMBER DOWEL(S) REF. REFERENCE THE CONTRACTOR SHALL PROVIDE THE FOLLOWING SUBMITTALS TO THE ARCHITECT AND DF-L = DOUGLAS FIR-LARCH w r ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO CONCRETE PLACEMENT OR REINFORCING STEEL DETAILING, FABRICATION, AND PLACEMENT SHALL BE PER ACI 318. SIMPLE SPAN BEAM 24F-V4 DF/DF STANDARD a_REINF. REINFORCEMENT(ING) REINFORCING STEEL SHALL MEET THE FOLLOWING REQUIREMENTS: CONTINUOUS BEAM 24F-V8 DF/DF ZERO (E) EXISTING REQ. REQUIRED FABRICATION. t EA. EACH CANTILEVER BEAM 24F-V8 DF/DF ZERO o Z R.F. RIGID FRAME 06102: FRAMING NOTES z w ASTM A-615 DEFORMED BARS GRADE 40 f -40 KSI FOR 3 BARS ONLY E.E. EACH END DEFERRED SUBMITTALS ( � ) # FRAMING CONNECTORS ACCESSORIES AND FASTENERS AS NOTED IN THE PLANS AND R.O. ROUGH OPENING (IBC1703.4.1)) ASTM A-615 DEFORMED BARS GRADE 60 f -60 KSI FOR 4 BARS AND LARGER E.F. EACH FACE DEFERRED SUBMITTALS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL TO ( � ) # UNEXPOSED GLUED-LAMINATED TIMBER SHALL BE INDUSTRIAL GRADE. TYPICAL, UNLESS E.J. EXPANSION JOINT R.S. ROUGH SAWN ASTM A-706 DEFORMED BARS GRADE 60 f -60 KSI FOR ALL WELDABLE BARS DETAILS SHALL BE AS MANUFACTURED BY SIMPSON STRONG-TIE. EQUIVALENT HARDWARE NOTED OTHERWISE. EXPOSED GLUED LAMINATED TIMBER SHALL BE APPEARANCE CLASS THE REGISTERED DESIGN PROFESSIONAL FOR THE FOLLOWING: ( � ) MAY BE USED WITH PRIOR APPROVAL BY ENGINEER OF RECORD. INSTALL ALL HARDWARE 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. ELEVATOR SCL STRUCTURAL COMPOSITE WOOD 1. METAL-PLATE-CONNECTED WOOD TRUSSES. SHOP DRAWINGS, PLACEMENT TOGETHER, PLACE HALF OF THE REQUIRED FASTENERS INTO EACH MEMBER. PROVIDE EMBD. EMBEDMENT) SCHED. SCHEDULE DIAGRAMS & CALCULATIONS SHALL BEAR THE SEAL AND SIGNATURE OF A REINFORCING FOR SLABS ON GRADE SHALL BE 6X6 W1.4XW1.4 WELDED WIRE FABRIC OR SOLID BLOCKING AT ALL BEARING POINTS. SEE SECTION 06071 FOR FASTENER 06190: STRUCTURAL COMPOSITE LUMBER (IBC 2303.1.10) EN EDGE NAIL LICENSED WASHINGTON STATE STRUCTURAL ENGINEER. FIBER MESH UNLESS NOTED OTHERWISE. PROVIDE LAP SPLICES PER THE LAP SPLICE SHT. SHEET REQUIREMENTS AT TREATED LUMBER. TYPICAL NAILING NOT SHOWN PER PLAN, DETAIL, OR MANUFACTURED ENGINEERED WOOD BEAMS SHALL BE THE SIZE AND TYPE SHOWN ON ENG. ENGINEER SCHEDULE ON SHEET S6.0. REINFORCING STEEL AT ALL WALLS, SLABS, AND FOOTINGS / SIM. SIMILAR SCHEDULE SHALL CONFORM TO FASTENING SCHEDULE PER IBC TABLE 2304.10.1 OR TO EQ. EQUAL THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE FABRICATED OR INSTALLED SHALL BE CONTINUOUS AROUND CORNERS ELSE CORNER BARS SHALL BE PROVIDED. THE DRAWINGS AS MANUFACTURED BY iLEVEL BY WEYERHAUSER OR APPROVED EQUAL. EQPT. EQUIPMENT S.J. SHRINKAGE CONTROL JOINT UNTIL DESIGN & SUBMITTALS DOCUMENTS HAVE BEEN APPROVED BY THE THE FASTENING SCHEDULE ON SHEET 4/S1.1. STORAGE, ERECTION, AND INSTALLATION SHALL BE PER MANUFACTURER SPECIFICATIONS. E.W. EACH WAY SKW. SKEWED) BUILDING OFFICIAL. COVER REQUIREMENTS SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: MICROLAM, TIMBERSTRAND AND PARALLAM MEMBERS SHALL NOT HAVE NOTCHES OR S.O.G. SLAB ON GRADE NAILS SHALL BE COMMON UNLESS NOTED OTHERWISE COMMON NAIL DIMENSIONS ARE AS EXP. EXPANSION 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) SHALL BE AS FOLLOWS: SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER OF ALL BAR SIZES 3" SQ. SQUARE NAIL SIZE DIAMETER LENGTH RECORD FOR APPROVAL PRIOR TO FABRICATION. IF SHOP DRAWINGS DIFFER FORMED SURFACE EXPOSED TO EARTH OR WEATHER FAB. FABRICATION STD. STANDARD FROM THE APPROVED DESIGN DRAWINGS, NEW DESIGN DRAWINGS BEARING THE2" 8d 0.131" 2.5" MEMBER E (PSI) Fb (PSI) (PSI) #6 AND LARGER Fcp (PSI) Fv FB FLUSH BEAM STGR. STAGGER SEAL AND SIGNATURE OF A LICENSED WASHINGTON STATE STRUCTURAL1/2" 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 #5 AND SMALLEROSEARTH OR WEATHER 1 10d 0.148" 3.0" PSL = PARALLAM 2.0E6 2900 750 290 F.F. FINISH FLOOR STIR. STIRRUP(S) CONCRETE NOT EXPOSED TO OR 12d 0.148" 3.25" LSL = 1.75" TIMBERSTRAND 1.55E6 2325 800 310 STL. STEEL APPROPRIATE JURISDICTION FOR APPROVAL PRIOR TO FABRICATION. WALLS AND JOISTS FIN. FINISHED) 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 UNLESS NOTED OTHERWISE PER SHEARWALL SCHEDULE OR PLANS, ANCHOR BOLTS AT SLABS AND JOISTS FN FIELD (FACE) NAIL SUSP. SUSPENDED(TION) 2.CONCRETE MIX DESIGN SILL PLATES SHALL BE 5/8 INCH DIAMETER WITH 7 INCHES MINIMUM EMBEDMENT INTO 06195 PREFABRICATED WOOD I-JOISTS (IBC F.O. FINISHED OPENING SYMM. SYMMETRICAL 3. CONCRETE REINFORCEMENT #14 AND #18 BARS 1 1/2 2303.1.2) #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 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. TOPBEAMS, COLUMNS 5. STRUCTURAL COMPOSITE BEAMS (SCL) 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 PRIMARY REINFORCEMENT 1 1/2" 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. THICKNESS THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL INSPECTIONS REQUIRED REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN PLACE THICK(NESS) PRIOR TO CONCRETE PLACEMENT. REINFORCING STEEL SHALL NOT BE FIELD BENT EXCEPT CRITERIA SHALL BE AS FOLLOWS: FSD FORMED STEEL DECK THUD. THREADED BY THE LOCAL BUILDING DEPARTMENT. IN ADDITION TO INSPECTIONS REQUIRED BY THE 06103: JOIST AND BEAM HANGERS CA 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 I) PERMITTED WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD EXCEPT AS NOTED ___ 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 SIMPSON STRONG-TIE. EQUIVALENT HARDWARE MAY BE USED WITH PRIOR APPROVAL BY TOP CHORD DEAD LOAD 12 PSF ON THE DESIGN DRAWINGS. �� FTG. FOOTING T.O.W. TOP OF WALL SPECIAL INSPECTORS TO PROVIDE INSPECTIONS FOR ITEMS NOTED IN IBC SECTION 1704 ENGINEER OF RECORD. JOIST AND BEAM HANGERS SHALL BE INSTALLED PER BOTTOM CHORD DEAD LOAD 6 PSF C)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) Z Uj 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 4DE M N 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 N 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. �� Op 0 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 O� 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 WIDE GLULAM BEAM GLT7 A193-B7 THREADED ROD FOR ANCHORAGE. FOR SHIMMING AND FURRING REQUIREMENTS N 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 6.75" 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 WIDE GLULAM BEAM HGLT9 $�"I" JOIST SIZE SERIES TO MATCH "I" JOIST "IUS" #-'HD HOLDOWN 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 WOODA � � (1)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 l O 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 V " Z c 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 H $..,, -O HORZ. HORIZONTAL INSPECTOR BE ONSITE AT ALL TIMES THAT WORK REQUIRING SPECIAL INSPECTION IS 8" 0 4.) WD. WOOD #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 N 's HR HEADER W.P. WORK POINT .1.,) ('M N ct 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. ci) ,�/ HT. HEIGHT WT. WEIGHT STRUCTURAL OBSERVATION SHALL NOT BE REQUIRED. 03930: CONCRETE REHABILITATION W.W.F. M 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 s i • 0 IBC 1706. 2 SPECIAL \ SPECTIO\ S and TEST \ G SCHEDULE WALL TYPE LEVEL PLATE SIZE STUD SIZE AND SPACING NOTE: STRUCTURAL SHEARWALLS SHOWN ON THESE PLANS WILL REQUIRE ADDITIONAL FASTENERS. IBC 2018 TABLE 1705.E REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS o EXTERIOR VERIFICATION AND SPECIAL INSPECTION CONTINUOUS SPECIAL PERIODIC SPECIAL GROUND-MAIN 2 X 6 2X6 © 16"O.C. 0 CONNECTION FASTENING (a) LOCATION INSPECTION INSPECTION MAIN-UPPER 2 X 6 2X6 CO 16"O.C. UPPER-ROOF 2 X 6 2X6 ® 16"O.C. ROOF 1. BLOCKING BETWEEN CEILING JOISTS, (3) 8d COMMON (2 1/2" X 0.131"); EACH END, TOENAIL 1 VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE - X INTERIOR GROUND-MAIN 2 X 4 2X4 © 12"O.C. 0U RAFTERS OR TRUSSES TO TOP PLATE OR (3) 3" X 0.131" NAILS _DESIGN BEARING CAPACITY. MAIN-UPPER 2 X 4 2X4 ® 16"O.C. Z OR OTHER FRAMING BELOW 2 VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER - X UPPER-ROOF 2 X 4 2X4 CO 16"O.C. Z - BLOCKING BETWEEN RAFTERS OR (2) 8d COMMON (2 1/2" X 0.131") EACH END, TOENAIL MATERIAL. TRUSSES NOT AT THE WALL TOP (2) 3" X 0.131" NAILS 3 _PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS. - X " - c\2 00 GROUND-MAIN 2 X 6 2X6 ® 16 O.C. PLATE, TO RAFTER OR TRUSS 4 VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT X - MAIN-UPPER 2 X 6 2X6 © 16"O.C. CC co o CO BLOCKING BETWEEN RAFTERS OR (2) 16d COMMON (3 1/2" X 0.162") EACH END AND COMPACTION OF COMPACTED FILL. UPPER-ROOF 2 X 6 2X6 ® 16"O.C. LcS o TRUSSES NOT AT THE WALL TOP (3) 3" X 0.131" NAILS 5 PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE - X PLATE, TO RAFTER OR TRUSS HAS BEEN PREPARED PROPERLY. PARTY N cn co FLAT BLOCKING TO TRUSS AND WEB 16d COMMON (3 1 2" X 0.162") AT 6"OC FACE NAIL IBC 2018 TABLE 1705.3 REQUIRED VERIFICATION AND SPECIAL INSPECTION OF CONCRETE CONSTRUCTION (DBL WALL) GROUND-MAIN 2 X 4 EA. WALL 2X4 CO 16 O.C. EACH WALL N o / MAIN-UPPER 2 X 4 EA. WALL 2X4 ® 16"O.C. EACH WALL W 0 FILLER 3" X 0.131" NAILS 0 6"OC UPPER-ROOF 2 X 4 EA. WALL 2X4 ® 16"O.C. EACH WALL '- co 2. CEILING JOISTS TO TOP PLATE (3) 8d COMMON (2 1/2" X 0.131"); EACH JOIST, TOENAIL CONTINUOUS SPECIAL PERIODIC SPECIAL REFERENCED STANDARD IBC REFERENCE Z c .) OR (3) 3" X 0.131" NAILS VERIFICATION AND SPECIAL INSPECTION INSPECTION INSPECTION -44- „„T___4_______+._ LLJ BEARING WALL NOTES 3. CEILING JOIST NOT ATTACHED TO (3) 16d COMMON (3 1/2" X 0.162"); FACE NAIL 1. INSPECTION OF REINFORCING STEEL, INCLUDING PRESTRESSING TENDONS AND PLACEMENT. - X ACI 318: 20, 25.2, 1908.4 1. SEE SHEARWALL SCHEDULE SHEET S1.2 FOR WALL SHEATHING, ADDITIONAL PLATE AND STUD .- STUDSNO. BUNDLED 0 o PARALLEL RAFTER, LAPS OVER OR (4) 3" X 0.131" NAILS 25.3,26.6.1-26.6.3 REQUIREMENTS, BLOCKING AND PLATE NAILING. SEE 06100 "ROUGH FRAMING" STRUCTURAL CD -I PARTITIONS (NO THRUST) 2. INSPECTION OF REINFORCING STEEL WELDING IN ACCORDANCE WITH TABLE 1705.2.2, ITEM 5b. - X AWS D1.4, ACI 318:26.6.4 - P R PLAN, NOTES SHEET S1.0 FOR SPECIES AND GRADE OF WALL PLATES AND STUDS. PLEASE NOTE (2) 0.162 DIA. X 3 1/2" AT 12" +-' (SEE SECTION 2308.7.3.1, . THAT SOME SHEARWALL TYPES REQUIRE A DOUBLE RIM JOIST FOR THE PLATE NAILING. �- •-, co TABLE 2308.7.3.1) - - O.C.00 TYPICAL 3. _INSPECTION OF ANCHORS CAST IN CONCRETE. X ACI 318: 17.8.22. SECURE SILL PLATES TO CONCRETE WITH 5/8" DIA. ANCHOR BOLTS WITH 7 EMBED, AT 48 D z 4. INSPECTION OF ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS. - X - ON CENTER TYPICAL UNLESS NOTED OTHERWISE. REFER TO SHEARWALL AND HOLDOWN J 4. CEILING JOIST ATTACHED TO PER TABLE 2308.7.3.1 FACE NAIL + co o PARALLEL RAFTER (HEEL JOINT) a. ADHESIVE ANCHORS INSTALLED HORIZONTALLY OR UPWARDLY INCLINED X - ACI 318: 17.8.2.4 - SCHEDULE FOR ADDITIONAL ANCHOR BOLT REQUIREMENTS. WHERE PRESERVATIVE TREATED r W (n , C (SEE SECTION 2308.7.3.1, _ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS. WOOD IS USED, REFER TO THAT SECTION FOR CORROSION PROTECTION REQUIREMENTS FOR Q CI �- C7 Q TABLE 2308.7.3.1) b. MECHANICAL AND ADHESIVE ANCHORS NOT DEFINED IN 4a. - X ACI 318: 17.8.2 _ - CONNECTORS. f2X JOISTS PER PLAN 5. COLLAR TIE TO RAFTERCOMMON 5. VERIFYING USE OF REQUIRED DESIGN MIX. - X ACI 318: CH 19, 1904.1, 1904.2, 3. SEE DETAIL 5/S9.0 FOR TOP PLATE SPLICE. PROVIDE ADDITIONAL CONNECTORS AT _i- , OR (4) 3" X3 0.131" NAILS 26.4.3,26.4.4 FACE NAIL 26.4.3,26.4.4 1908.2, 1908.3 SHEARWALLS AS INDICATED ON THE PLANS. J 6 Li ---' Li 6 6, PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH 0 TESTS, PERFORM X - ASTM C172, ASTM C31, 1908.10 4. SEE DETAIL 5/S1.1 FOR NOTCHING AND BLOCKING LIMITS. + 6. RAFTER OR ROOF TRUSS TO TOP (3) 10d COMMON (3" X 0.148"); TOENAIL _SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF CONCRETE. _ ACI 318: 26.4, 26.12 . 5. SEE DETAIL 6/S1.1 FOR BUNDLED STUDS AND SQUASH BLOCKS. PLATE (SEE SECTION 2308.7.5, OR (4) 3" X 0.131" 7. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. X - ACI 318: 26.5 19 1 08908 8 TABLE 2308.7.5) 4 3 E A I \ G WALL STUD SCHEDULE ,17. ROOF RAFTERS TO RIDGE VALLEY (2) 16d COMMON (3 1/2" X 0.162"); END NAIL 8. _INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. - X . ACI 318: 26.5.3 - 26.5.5 . 1908.9 2X SQUASH BLOCK OR HIP RAFTERS; OR ROOF RAFTER OR (3) 3" X 0.131" NAILS 9. INSPECTION OF PRESTRESSED CONCRETE: NAIL W/ (2) 0.162" DIA. X TO 2-INCH RIDGE BEAM 3 1 2" © 8" O.C. STAGGERED / �� N a. APPLICATION OF PRESTRESSING FORCES. X - ACI 318: 26.10 -• / w ��r • ROOF RAFTERS TO RIDGE VALLEY (3) 10d COMMON (3 1/2" X 0.148"); TOENAIL b. GROUTING OF BONDED PRESTRESSING TENDONS IN THE SEISMIC-FORCE-RESISTING SYSTEM. X - ACI 318: 26.10 - "li• a` 0 o •OR HIP RAFTERS; OR ROOF RAFTER OR (4) 3" X 0.131" NAILS 10. _INSPECT ERECTION OF PRECAST CONCRETE MEMBERS. - X ACI 318: CH 26.9 - HOLE DIA.<2/5d f�ta TO 2-INCH RIDGE BEAM d HOLE EDGE (SINGLE STUD , �oci) . '�0a 11. VERIFY IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST-TENSIONED - X ACI 318: 26.11.2 - �� " ® WALL PER BEARING DISTANCE>5/8 - -vim -J� WALL SCHEDULE a ti WALL CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS. o NOTCH HOLE EDGE t z DEPTH<1/4d \ DISTANCE>5/8" SCALE: 3/4" = 1' 0" ,� 8. STUD TO STUD 16d COMMON (3 1/2" X 0.162"); 24"0C FACE NAIL 12. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. - X ACI 318: 26.11.1.2(b) - z _ + dJ�ly (NOT AT BRACED WALL PANELS) 3" X 0.131" NAILS 16"OC FACE NAIL ®SITGLE INTER OR D r/ 6 TYPICAL BLOCKING a t BUNDLED STUDS Pg 9. STUD TO STUD AND ABUTTING STUDS 16d COMMON (3 1/2" X 0.162"); 16"OC FACE NAIL 0 ONLY AT INTERSECTING WALL CORNERS OR 3" X 0.131" NAILS 12"OC FACE NAIL IBC 2018 SECTION 1705.5 VERIFICATION AND SPECIAL INSPECTIONS FOR WOOD CONSTRUCTION \ STUD (AT BRACED WALL PANELS) THOLE DIA.<25d VERIFICATION AND SPECIAL INSPECTION / 10. BUILT-UP HEADER (2" TO 2" HEADER) 16d COMMON (3 1/2" X 0.162"); 16"0C EACH EDGE, 1-w PLATE DOUBLE STUD -4r N� FACE NAIL 1705.5 SPECIAL INSPECTIONS OF PREFABRICATED WOOD STRUCTURAL ELEMENTS AND ASSEMBLIES SHALL BE IN ACCORDANCE WITH IBC 1704.2.5 o NO. OF BUNDLED H N 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 _ � Nhn o I 11. CONTINUOUS HEADER TO STUD (4) 8d COMMON (2 1/2" X 0.131") TOENAIL INSPECTED: P RDPLAN, Q NI N a. WOOD STRUCTURAL PANEL SHEATHING - CONFIRM GRADE AND THICKNESS PER APPROVED CONSTRUCTION DOCUMENTS (2) 0.162 DIA. X 3 1/2" AT 12 0 12. TOP PLATE TO TOP PLATE 16d COMMON (3 1/2" X 0.162") 16"OC FACE NAIL P- N OR 3" X 0.131" NAILS 12"OC FACE NAIL b. VERIFY SIZE OF FRAMING MEMBERS AT ADJOINING PANEL DEGES O.C. TYPICAL w c. VERIFY NAIL OR STAPLE DIAMETER AND LENGTH 13. TOP PLATE TO TOP PLATE, (8) 16d COMMON (3 1/2" X 0.162") EACH SIDE OF END JOINT, d. VERIFY NUMBER OF FASTENER LINES AND THE SPACING BETWEEN EACH FASTENER LINE AND AT EDGE MARGINS J AT END JOINTS OR (12) 3" X 0.131" NAILS FACE NAIL (MINIMUM 24" LAP SPLICE LENGTH EACH 1705.5.2 FOR METAL-PLATE-CONNECTED WOOD TRUSSES SPANNING 60FT OR MORE, THE SPECIAL INSPECTOR SHALL VERIFY THAT THE TEMPORARY RESTRAINT/BRACING AND 1 • o SIDE OF END JOINT) PERMANENT INDIVIDUAL TRUSS MEMBER RESTRAINT/BRACING ARE INSTALLED ACCORDING TO THE APPROVED TRUSS SUBMITTAL PACKAGE. TJI JOISTS PER PLAN 14. BOTTOM PLATE TO JOIST, RIM JOIST, 16d COMMON (3 1/2" X 0.162") 16"OC FACE NAIL { + \N BAND JOIST OR BLOCKING OR 3" X 0.131" NAILS 12"OC FACE NAIL IBC 2018 SECTION 1705.11 & 1705.12 VERIFICATION AND SPECIAL INSPECTIONS FOR WIND/ SEISMIC RESISTANCE SCALE: NONE r z o (NOT AT BRACED WALL PANELS) w 15. BOTTOM PLATE TO JOIST, RIM JOIST, (2) 16d COMMON (3 1/2" X 0.162"); 16"OC FACE NAIL VERIFICATION AND SPECIAL INSPECTION 5 STUD NOTCHING and BORING L V TS BAND JOIST OR BLOCKING OR (4) 3" X 0.131" NAILS 1. CONTINUOUS SPECIAL INSPECTION SHALL BE REQUIRED DURING FIELD GLUING OPERATIONS OF ELEMENTS OF THE MAIN WIND/ SEISMIC FORCE-RESISTING SYSTEM. AT BRACED WALL PANELS 2X SQUASH BLOCK 1705.11.1 & 2' PERIODIC SPECIAL INSPECTION SHALL BE REQUIRED FOR NAILING, BOLTING, ANCHORING AND OTHER FASTENING ELEMENTS OF THE MAIN WIND/ SEISMIC FORCE-RESISTING NAIL W/ (2) 0.162" DIA. X w 16. STUD TO TOP OR BOTTOM PLATE (4) 8d COMMON (2 1/2" X 0.131"); TOENAIL SYSTEM - INCLUDING WOOD SHEAR WAI LS, WOOD DIAPHRAGMS, DRAG-STRUTS, BRACES, SHEAR PANELS AND HOLDOWNS. 3 1/ 2" ® 8" O.C. STAGGERED < } OR (4) 3" X 0.131" NAILS 1705.12.2 G1 STUD TO TOP OR BOTTOM PLATE (2) 16d COMMON (3 1/2" x 0.162"); END NAIL EXCEPTION: SPECIAL INSPECTIONS ARE NOT REQUIRED FOR WOOD SHEAR WALLS, WOOD DIAPHRAGMS, AND SHEAR PANELS, INCLUDING NAILING, BOLTING, ANCHORING AND Ni. m U OR (3) 3" X 0.131" NAILS 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. cn WALL PER BEARING 17. TOP OR BOTTOM PLATE TO STUD (2) 16d COMMON (3 1/2" X 0.162"); END NAIL WALL SCHEDULE Niw OR (3) 3" X 0.131" NAILS INSPECTION SCHEDULE NOTES: SCALE: 3/4" = 1'-0" � � 18. TOP PLATES, LAPS AT CORNERS (2) 16d COMMON (3 1/2" X 0.162") FACE NAIL 8 TYPICAL BLOCKING at BUNDLED STUDS o z AND INTERSECTIONS OR (3) 3" X 0.131" NAILS 1. SEE ALSO LOCAL JURISDICTION INSPECTION AND DOCUMENTATION REQUIREMENTS. z w 19. 1" BRACE TO EACH STUD AND PLATE (2) 8d COMMON (2 1/2" X 0.131"); FACE NAIL OR (2) 3" X 0.131" NAILS 2. ITEMS MARKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17 BY A CERTIFIED SPECIAL 20. 1" X 6" SHEATHING TO EACH BEARING (2) 8d COMMON (2 1/2" X 0.131") FACE NAIL INSPECTOR FROM AN AGENCY APPROVED BY THE JURISDICTION. ITEMS NOTED AS "NA" ARE NOTE APPLICABLE. 21. 1" X 8" AND WIDER SHEATHING (3) 8d COMMON (2 1/2" X 0.131") FACE NAIL 3. SPECIAL INSPECTION SHALL NOT BE REQUIRED FOR WORK IN AN APPROVED FABRICATOR'S PREMISES PER IBC 1704.2.5.1. TO EACH BEARING VERIFY APPROVAL WITH JURISDICTION PRIOR TO FABRICATION. FLOOR 4. CONTINUOUS SPECIAL INSPECTION REQUIRES THE INSPECTOR TO BE ONSITE AT ALL TIMES THAT WORK REQUIRING SPECIAL 22. JOIST TO SILL, TOP PLATE, OR GIRDER (3) 8d COMMON (2 1/2" X 0.131"); TOENAIL INSPECTION IS PERFORMED. PERIODIC SPECIAL INSPECTION ALLOWS INSPECTION AT THE INTERVALS NECESSARY TO CONFORM RIM JOIST HEAD_OU PLUMB NU'T FOR OR 3" X 0.131" NAILS THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH THE REQUIREMENTS. ct °: MECH., ETC. fi 23. RIM JOIST, BAND JOIST, OR BLOCKING 8d COMMON (2 1/2" X 0.131") 6"0C, TOENAIL 5. THE SPECIAL INSPECTOR SHALL PROVIDE THE BUILDING OFFICIAL, OWNER, ARCHITECT, ENGINEER OF RECORD AND CONTRACTOR WITH COPIES �- TO TOP PLATE, SILL OR OTHER FRAMING OR 3" X 0.131" NAILS OF ALL REPORTS AND TEST RESULTS (IBC 1704.2.4). 3 __L_ __ __ _1___ 24. 1" X 6" SUBFLOOR OR LESS (2) 8d COMMON (2 1/2" X 0.131") FACE NAIL ¢ 2x10 TO EACH JOIST m 0 25. 2" SUBFLOOR TO JOIST OR GIRDER (2) 16d COMMON (3 1/2" X 0.162") FACE NAIL N 26. 2" PLANKS (2) 16d COMMON (3 1/2" X 0.162") EACH BEARING, FACE NAIL U210 HANGER (PLANK & BEAM-FLOOR & ROOF) EA. END 27. BUILT-UP GIRDERS AND BEAMS, 20d COMMON (4" X 0.192") 32"OC, FACE NAIL AT TOP 1_1 2" LUMBER LAYERS AND BOTTOM STAGGERED ON OPPOSITE SIDES U210 HANGER 3" X 0.131" NAILS 24"OC, FACE NAIL AT TOP AND BOTTOM STAGGERED 2x10 JOIST PER PLAN ON OPPOSITE SIDES (16" O.C. U.N.O. PER (2) 20d COMMON (4" X 0.192"); ENDS AND AT EACH PLAN) OR (3) 3" X 0.131" NAILS SPLICE, FACE NAIL Z N 2x10 CA 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 N (2) 16d COMMON FACE NAIL o �, (3) 3" X 0.131" NAILS FACE NAIL 1'-4" 1'-4" FOR JOIST SPANS UP TO 11'-0", A SINGLE O JOIST MAY BE HEAD 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 OFF TO ADJACENT Z C/) M N SINGLE JOISTS Q) M 30. BRIDGING OR BLOCKING TO JOIST, (2) 8d COMMON (2 1/2" X 0.131"); EACH END, TOENAIL �� ] N E RAFTER OR TRUSS OR (2) 3" X 0.131" NAILS CO 0 FOR JOIST SPANS 31. WOOD STRUCTURAL PANELS TO FRAMING SEE SHEARWALL SCHEDULE SHEET S1.2 BETWEEN 11'-0" AND /4 N SUBFLOOR TO FRAMING SEE STRUCTURAL NOTES SECTION 06160 16'-0" ADD ADDITIONAL 2x10 JOIST ADJACENT TO HEAD OUT. A ) > 'a)a. COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE NOTED OTHERWISE. 0 O c.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. z NOTE: JOIST HEAD '� a. -OUT IS FOR UN 0 4� ffi UNIFORMLY LOADED N U '� a. - - FLOOR JOISTS ONLY A.) ("r) N c: Ri g NOTE: m - - ,f, MOST STRUCTURAL SHEARWALLS SHOWN ON THESE PLANS WILL REQUIRE ADDITIONAL PLAN - JOIST HEAD-OUT FASTENERS. SCALE: 1 1/2" 4-0" SCALE: 3/4" = 1'-0" 1 FASTENING SCHED. (IBC TABLE 2304.10.1 ) 10 JOIST HEAD-OUT DETAILS S 1 • 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 a, TYPE SHEATHING EDGE NAILING NAILING AT ADJOINING MUDSILL PLATE SPACING 0 NAILING 0.148"x3.25" LTP4 DIRECT A35 ONLY 10 PANEL 5/8" DIA. EI T CI SOLE PLATE ROWS SPACING TOENAIL TO FRAMING EDGES 0 7" EMBED 13 a' 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. (1) 1 1/4" MIN. ADD 1 1/4" MIN. 3 1/2" MIN. C� U a� OR 2X CONT. RIM OR 2X CONT. RIM OR 4X CONT. RIM P6 7/16" SHT. 6" O.C. 12" O.C. 2x (1) 4" O.C. N/A 24" O.C. 16" O.C. 2x 2x 48" O.C. `J BELOW BELOW BELOW ONE SIDE 3x 48" O.C. Z co 322x 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 3x 40" O.C. Ft I r ONE SIDE co SIM. AT (2) 2x FRAMING AT lil SIM. AT (2) 2x FRAMING AT SIM. AT (2) 2x FRAMING AT 7/16" SHT. 3" 12" 12" 2x 24" O.C. CC o CO ADJOINING PANEL EDGES. 3/8" ADJOINING PANEL EDGES. ADJOINING PANEL EDGES. P3 O.C. O.C. 2x (2) 4" O.C. N/A O.C. 10" O.C. (2)2x OR 3x 3x 32" O.C. a� + N +j ONE SIDE , op Ili \EE J +�/„\ Q l+ \ w P2 7/16" SHT. 2" O.C. 12" O.C. 2x (3) 6" O.C. N/A 2x 18" O.C. W 0 W T ll z T /n o ONE SIDE / 10" O.C. 10" O.C. (2)2x OR 3x 3x 24" O.C. o N T \ "' Z = 7/16" SHT. 4" O.C. 5" 2x 16" O.C. 6 t \Q + ;LIc,,`") \-, �,, 2P4 12" O.C. 2x (3) O.C. N/A 10" O.C. 10" O.C. (2)2x OR 3x " O FLOOR DIAPHRAGM NAILING N FLOOR DIAPHRAGM NAILING FLOOR DIAPHRAGM NAILING BOTH SIDES 3x 20 O.C. Z W MI \ 7/16" SHT. 3" 12" 2x 12" O.C. - 1111 � 2P3 BOTH SIDES O.C. Q.C. 2x (3) 4" O.C. N A 3x 16" O.C. �� / 8 O.C. 8 O.C. (2)2x OR 3x C!) 3/8 2P2 7/16" SHT. 2" O.C. 2x 8" O.C. + BOTH SIDES 12 0 C 2x (3) 3" O.C. N/A 6" O.C. 6" O.C. (2)2x OR 3x 3x 12" O.C. Z z NOTE: PROVIDE CONTINUOUS o co RIM AT EXTERIOR CONDITIONS RE: 6/S1.1 RE: 6/S1.1 SHEARWALL SCHEDULE NOTES: w (i) AND AT INTERIOR WALLS FOR BALANCE FOR BALANCE 1. STUDS SHALL NOT BE SPACED MORE THAN 16" O.C.. PARALLEL WITH FLOOR JOISTS OF SECTION OF SECTION 2. RE: S1.0 SECTION 06100 "ROUGH FRAMING" FOR REQUIRED WALL STUD AND PLATE SPECIES AND GRADE. (1) ROW PLATE NAILING - (2) OR (3) ROWS PLATE NAILING (4) ROWS PLATE NAILING - 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. I- 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. CD PANEL EDGE NAILING AT WALL PER 9/S1.1 PER 9/S1.1 PER 9/S1.1 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". ABOVE PER PLAN/SCHEDULE 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 FLOOR SHEATHING // (2) ROWS 0.131X3" © 4" O.C. FRAMING SHALL BE 3" NOMINAL OR THICKER AND NAILS SHALL BE STAGGERED. FLOOR DIAPHRAGM NAILING RE: NOTES SECTION 06160 �{i 7. NAILS FOR PLYWOOD AND OSB PANEL EDGE AND FIELD NAILING SHALL BE 8d COMMON (0.131" X 2 1/2"). ' . �i0i I 1, P 8. NAILS FOR BOTTOM PLATE FRAMING SHALL BE 12d COMMON (0.148" X 3.25"). N OPTION +j ADD 2x OR 1 1/4" MIN. LSL 3 1/2" LSL \ I I I 9. FLOOR DIAPHRAGM NAILING SHALL BE PLACED BETWEEN THE SPACING CALLED OUT FOR BOTTOM PLATE NAILING. DO NOT OVER NAIL THE BLOCKING. 'fa� N (REPLACES LTP4 TO RIM): I RIM/BLKG. RIM/BLKG. 10. ANCHOR BOLTS SHALL BE GALVANIZED 5/8" DIAMETER A-307 AND SHALL BE SECURED IN PLACE PRIOR TO CONCRETE POUR. w �I �j� O°o LAP SHEATHING FROM WALL 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. �' BELOW ONTO RIM - PROVIDE 12. LTP4 FRAMING PLATES SHALL BE INSTALLED WITH 12-8d X 1 1/2" (0.131" X 2 1/2") NAILS. RE: DETAIL 6. t., moo'o �` , P.E.N. PER WALL BELOW r r r_ 13. A35 FRAMING ANGLES SHALL BE INSTALLED WITH 12-8d X 1 1/2" (0.131" X 1 1/2") NAILS. c 14. ALL NAILS INTO PRESSURE TREATED WOOD SHALL BE HOT-DIPPED GALVANIZED CONFORMING TO ASTM 153 OR STAINLESS STEEL. `� -, 3,. o i I 15. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED. 2x OR 1 1/4" MIN. LSL /.r 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. �cp�ki ~ RIM/BLKG. ` ° L 17. GALVANIZED EXPANSION ANCHORS OF SIMILAR. DIAMETER AND EMBEDMENT ALLOWED AT INTERIOR BEARING AND PARTY WALLS. pg� PANEL EDGE NAILING AT WALL `/� -��i 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. BELOW PER PLAN/SCHEDULE �/ A35 OPTION AT 2X6 WALL ° /'� �c 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) RIM/BLOCKING TO TOP PLATE 11 SHEARWALL SCHEDULE CONN. PER SHEARWALL N SCHEDULE (A35/LTP4) CONDITION AT 2X6 WALL H' o (I PLYWOOD ROOF SHEATHING CONDITION AT 2X4 WALL ,---j\ 10 o03 ro-- N SHEARWALL PER PLAN SHEARWALL PER PLAN SHEARWALL PER PLAN DIAPHRAGM EDGE NAILING N I T - ,/,/_ W 1, 11 I T _ 1 I T - 11 I T TRUSS/JOIST BLOCKING w I I I I oa I -1 1' 1 r-- 1' 1 r- BLOCKING CONNECTION TO N ti - . .7-. • • 7 TOP PLATE o n n n i n n "' - -rI- - - - -IT - - - - T- - - - 71- - - - -IT - - - - - - - -71 - - DTI- SCALE: 1 1/2" = 1 -0 P6TN & P6 SCALE: 1 1/2" = 1 -0 P 4 P 3 & P2 SCALE: 1 1/2" = 1 -0 2 P 4 2 P 3 & 2P2 co > > > > 'I I FRAMING AT 3 1�1.•.•.•.•.•.•.•.•.•1.11• o 1 TYPICAL SHEARWALL CONNECTION 2 TYPICAL SHEARWALL CONNECTION 3 TYPICAL SHEARWALL CONNECTION i I PANEL EDGES I 1 1.1.• • I T® I.1 I•I •I• w i I I I 11 f I.I N NOTE: PLATE WASHER SHALL EXTEND WITHIN 1/2" OF EDGE OF BOTTOM 'I 1 I 1 I.1 1"I .1•. _1 r PLATE ON SIDE(S) WITH SHEATHING. PROVIDE STAGGERED/OFFSET i- - - - -I I- - - - -I L_ - - - -I I 1 I.1. . . • • • • • . 1 •• • 1 PLACEMENT AS SHOWN ELSE OVERSIZE PLATE WASHERS AS REQUIRED. FOUNDATION SILL PLATE AND I- - - - - - - - - T - - - -1 I I ,. . m L, STUDS PER SHEARWALL I• I I I I I N SCHEDULE TYP. I 1 1 I 1 N w I� ill �� iI� PROVIDE 3X3X1/4" PLATE - _� i lim 1►-�I I I��I WASHER ® EA. ANCHOR TYP. I o z I� I�I 1 I 1 U.N.O. ' NOTE: z z \ I,`o; \ 1 I.`oj 1. \ I,`o; \ I,`o; I MINIMUM SIZE OF SHEATHING 1'-4" 1 i o I I I o I I •� SHALL BE 2-0 X 4-0 DEDICATE STUD BAY AT = 1 1 1 = 1 I BLOCK ALL PLYWD. EDGES v I 1 I v w I 1 �° ° PLYWOOD FLOOR SHEATHING END OF SHEARWALL FOR NOT SUPPORTED BY FRAMING MEMBER. _1 ►, w I►,I J I w a I I t',1- ----inputl° ° RE: NOTES 06160 HOEDOWN. I- a I-I I- �N I-1 ` �°= °� °°= I Q 1�1 =i-i I Q 1 1 ( - 4 ` O BOTTOM PLATE CONNECTION 1 •I•Ix I o I 1 I o I IA.BOLT PER SHEARWALL w I w -IX I © I w I I © j __ ,wki ° ° ° o RE: 1, 2 & 10/S1.2 1• I' `�I N I All I •/ ° = SCHEDULE, PLACE RE: ° �{ .� I c_., 1 I a 1 E 1 I .1.•.•.•........... ADD L STUDS FOR HOEDOWN CA _ _ _ . . . . . . . . . . . . PER SCHEDULE. • N i__ w i_i N i I 1 / S DETAIL 4/S1.2 • ° ° •1 I • a I N i i a i N I i DIAPHRAGM EDGE NAILING I �I I UI~ I �I I I ;QQ r � II I�I I � N I I a ° I I I I 1 •d: Ct (1") n I,r�71, I,r07 Ire 1 ° Z i Z i i Z i Z i i �' I I II II I :I m MA . m 1 1 m 1 m 1 1 V� I I 11 I I I 1 • CONT. 2x RIM I 1, I I I I SIMPSON LTP4 o j► o ,1 1 o j ' o j' i SIMPSON LTP4� W/(12) 0.131" DIA. X 1 1/2" I I I I I I I I 1 W/BLOCKING IF REQUIRED \ \ i ow \ \ FOUNDATION PER PLAN W/(12) 0.131 DIA. X 2 1/2" WHEN APPLIED DIRECT TO - - I _ _ _ I _ - 1 WHEN APPLIED OVER SHEAT FRAMING - � L - - - - - - - - � - - � �� - - 1 = - - - �- - - �_� ,_� �_� �_� �_� �_�� _� . BLOCKING OR CONT. RIM CONNECTION 2x4, 3x4 PLY ONE SIDE 2x4, 3x4 PLY TWO SIDES 2x6, 3x6 PLY ONE SIDE 2x6, 3x6 PLY TWO SIDES ,� IPA TO TOP PLATE 10 SCALE: 3/4" = 1'-0" SCALE: 3/4"=1'-0" TYPICAL SHEARWALL SCALE: NONE _ HOEDOWN 4 ANCHOR BOLT PLACEMENT DETAILS 5 ANCHOR BOLT TO CONCRETE 6 TYPICAL SIMPSON LTP4 - r , - -_L - „- 1 -J- " ' - ' -" - L--J_ - `-'_ _L�_ " I - 4 RE: 10, ,,, 14 & 15/S1.3 C� - - I- - - - -I-T - - - - T�- - - - - - - IT Tl 7f ITI. • PROVIDE PANEL AT NAILING I I 1 111': AT END OF WALL STUDS THAT 0 EXTERIOR BEARING I I FRAMING AT 3 5 Id1 I;I- ATTACH TO HOLDOWNS TYPICAL . SUPPORT I PANEL EDGES I 1 1:1SHEAR ALL EYOND I _ _ _ _ _ _ _ I I I I I I I ROOF/FLOOR SHEATHING NOTES_ SHEARWWALLB TrSCHED. PER SCHED. I I I I AT ADJOINING PANEL EDGES PROVIDE II u � ` I I 11 I I PANEL EDGE NAILING AND FRAMING PER 7i i SHEARWALL SCHEDULE (STAGGER NAILS) -5 I I I I I I I I I CONTINUOUS COIL STRAP* I I 1 1 I I .I I, i 2O � I / DRAG STRUT PER PLAN I- - - - -I I- - - - -I I- - - -I 1 1 11 I �I 1 , N 11 i 1. BOUNDARY NAILING AT ROOF FLOOR PERIMETER, AT CONT. _ _ _ _ _ _ _ _ _ BLOCK ALL PLYWOOD EDGES NOT �I i II II i II II I PANEL EDGES (B.N.) JOIST PER PLAN - TYP. SUPPORTED BY FRAMING MEMBERS AND L' l� i I I I I I I NAIL W/PANEL EDGE NAILING 3 5 i' I I ' I I I I ' I I -' I 2. EDGE NAILING (P.E.N.) AT ALL EDGES OF ALL PLYWOOD I I I I I GALVANIZED ANCHOR BOLT RE: C/DM N SHEETS AT SUPPORTS AND AT INTERIOR SHEARWALLS , :� '' II �� II �� II �� II �� I - �� - i II 4 & 5/s1.2w/ 3x3x1/4 N M II I1 II ) O I 3, INTERIOR FIELD NAILING (F.N.) 12" O.C. AT BEARING SUPPORTS I r FIELD 1 1 GALVANIZED WASHER DIA./SPACING 10 Ti E CN1 1 NAILING . . PER SHEARWALL SCHEDULE. r4 CO 0 I I I I 4. SEE PLANS FOR PLYWOOD THICKNESS & NAILING SCHEDULE �_ �� _ ® 1.1 . . .. . . �•1•.1• FOUNDATION SILL PLATE. 1� I Q' ..� = 1 1 1 1 .1 STAGGER NAILING. RE: \ III /�I I�\ I I /'TT I\ I 5. LONG DIMENSION OF PLYWOOD SHALL RUN PERPENDICULAR BLOCKING OR BEAM 1' .1. SHEARWALL SCHED. \ TO TRUSS SYSTEM FRAMING & FLOOR FRAMING. I PER PLAN FOR SIZE 1,L I I �I 1� I i_ O b< I I 1 I { I �-I U; 6. MIN. EDGE DISTANCE FOR NAILS SHALL BE 3/8" SHEARWALL BEYOND PERI I SHEARWALL SCHED. 3 S9.0 I I I 11 . • 1• PEERDPLVAN and Q N / II I.1 II I I P4O ' y emu- 7 MINIMUM PLYWOOD SHEET SIZE 2'-0" X 4'-0" TYPICAL I I I I I I 1 SCHEDULE CD N O ,� 8. NAILS SHALL NOT BE OVER DRIVEN *CONTINUOUS COIL STRAP I I I I I I I 1 + .1.: CONCRETE FND v. c4 DRAG STRUT PER PLAN I CA M M *CS20jr WALL BELOW 0.148" DIA. X 2 1/4" AT 6" WALL ABOVE I1 L I� L � ,� I O.C. STAGGERED /GT (14) 0.148" DIA. X 2 1/4" SCALE: NONE SCALE: 3/4" = 1'-0" AT SHEARWALL SCALE: NONE PROVIDE MINIMUM OF TWO BOLTS ROOF FLOOR SHEATHING LAYOUT 9 (ELEVATION) PER PLATE WITH ONE BOLT NOT DRAG STRUT DETAILS 12 TYPICAL SHEARWALL NOMENCLATURELOCATED MORE THAN 12 INCHES • OR LESS THAN (7) BOLT 13 S 1 f)IAAAFTFRS FIRMA THE FNf1 HOLDOWN & FASTENER SCHEDULE (HF STUDS) HOLDOWN HARDWARE WOOD MEMBER/POST FASTENER ROD ANCHOR EMBEDMENT STEM DETAIL HOLDOWN PER PLAN PER PLAN TYPE DIAMETER (MINIMUM) o HOLDOWN FASTENERS CL HDU IN STUD CL HOWNDOWN IN STUD 2X4 WALL 2X6 WALL STEM THICKENED STEM THICKENED AND WOOD STUDS PERP \ STRAP FOOTING SLAB a, PLANI SCHEDULE AND HOLDOWN Csw CS16 2X4 2X6 (26) 8d N.A. N.A. - N.A. - N.A. EMBEDMENT EMBEDMENT PER CD O 7 PER SCHEDULE II PARTIAL PLAN: SHEARWALL WITH FORCE TRANSFER MST37 (2) 2X4 (2) 2X6 (22) 16d N.A. N.A. - N.A. - N.A. Z co Im .CHEDULE J SCALE: 3/8" = 1'-0" — ) , ICI FRAMING AT PANEL EDGES - - RE: Z °' ii f' = MST48 (2) 2X4 (2) 2X6 (34) 16d N.A. N.A. N.A. N.A. / co �• -- iiCD PER SHEARWALL SCHEDULE 14,15 S1.3 CC o 0 °r MEM w _ III I MST60 (2) 2X4 (2) 2X6 (48) 16d N i 1— .A. N.A. - N.A. - N.A. u) ,' op #4 CONT. in — 7I- - T- — 7I- -Ir — 7 - -r — o _____i____ ____i____ o ANCHOR RODDIAMETER W i i I — — — — — —1L — Q) C° m SCHEDULE PER =� I CMST14 4X6 4X6 (56) 16d N.A. N.A. - N.A. - N.A. W c a) w I I if HEADER PER PLAN II CS22 HEAD/SILL PANEL EDGE NAILING (P.E.N.) NUT/WASHER/NUT W/ (2) ROWS 10d NAILS ALL EDGES OF ALL SHEETS CMST12 4X6 4X6 (74) 16d N.A. N.A. - N.A. - N.A. W .f = _• _j VI° PER SHEARWALL SCHEDULE — --� o AT 3 O.C. STAGGER — o '�� NOTE: BLKG. W/ EDGE NAILING PLACE EDGE NAILS INTO STHD14 (2) 2X4 (2) 2X6 (30) 10d STRAP N.A. - 14" - 8" RE: VLo REINFORCING NOT PER SHEARWALL SCHED. POST PER PLAN OR (2) 2X STUDS 1,2/S1.3 SHOWN FOR DGE NAILING AT SILL, AT ENDS OF SHEAR WALLS. Z U '-i co A: STRAP TYPE B: HD TYPE CLARITY II HEAD, KING & TRIM STUDS 1 HDU2-SDS2.5 (2) 2X4 (2) 2X6 (6) SDS „ 5/8" 11" 6" D zo CCo 1/4X2 1/2 + co 0 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" I POST & HOEDOWN PER II I II II II II I I II I (10) SDS 5/8" „ 1 EXTERIOR HOLDOWN 2 SECTION J I I I 1 I I I I 11 I I 11 I HOLDOWN SCHEDULE HDU4-SDS2.5 4x4 4x6 1/4X2 1/2" 11 6 N II 1 II II 11 11 1 11 1— _ _II_ __ _ _ —_ LL —_ J I—_ _I L —_ J1 -_ - -_ -I L -_ HDU5-SDS2.5 4X4 4X6 1(4X2 SDS D1 2„ 5/8" ROD & 11" RE: 6" RE: U Er - —� � I HOLDOWN PER PLAN / / NUT/WASHER NUT 10/56.0 2,12/S1.3 I YY ri ri IN (20) SDS PER 2/S1.3 „ i I— I— — T- — 717 —1 r — 71 — —1 r —1 HDU8-SDS2.5 4X4 4X6 1/4X2 1/2" 7/8" 11 8" II — �- - — — —IL — LI 11 1 II J1 L STAGGER NAILING AT PLYWOOD JOINTS (30) SDS HDU11-SDS2.5 4X6 6X6 " 1" 16" 8" / o HEADER PER PLAN 11 1/4X2 1/2" W ai _ �� I I CS22 HEAD/SILL 11 36 SDS RE: w �tl `�Vr� o HOLDOWN W/ (2) ROWS 10d NAILS 11- PLYWOOD SHEATHING PER HDU14-SDS2.5 4X6 6X6 ( ) 1" '� `2 o AT 3" O.C. STAGGER 1/4X2 1/2" 16" 8" 2,12/S1.3 r :'� PER PLAN CL OF STUD z BLKG. W/ EDGE NAILING 11 SHEARWALL SCHEDULE - TYPICAL HOLDOWN FASTENERS n FIELD NAILING F.N. - TYP. PER SHEARWALL SCHED. AND WOOD STUDS PER ° ✓ 1 ( ) MSTC48B3 (2) 2X4 (2) 2X6 (12) 10d FACE, (4) 10d BOTTOM, (38) 10d STUDS/POST RE: o � " PLAN AND HOLDOWN II DGE NAILING AT SILL, 11 7/S1.3 f�clb ki _ SCHEDULE EMBEDMENT II HEAD, KING & TRIM STUDS POST & HOLDOWN PER Pg� PER I HOEDOWN SCHEDULE 0 SCHEDU E II I I I I I I I 11 1 1 % MI 10 nr JIII III III IIII9" M�j ' `�Is1.3 Jr N HOLDOWN AND FASTENER SCHEDULE NOTES; N i \ _1 X X X X X II X X x X 1 II I II II II II I 11 � HOLDOWN BOLT - SEE 1. HOLDOWNS SHALL BE AS MANUFACTURED BY THE SIMPSON STRONG-TIE COMPANY. nk J 1—Et- II — J I I L_ — I L_ HOEDOWN SCHEDULE 2. 16d = 0.162" DIA. X 3 1/2" LONG. ¢ �1 II II 3. USE HALF THE REQUIRED NAILS IN EACH MEMBER BEING CONNECTED. 4. Q 'Pp � N j : i i i i II : 4. SCREWS SHALL BE SDS 1/4" DIA. X 2 1/2" AS MANUFACTURED BY SIMPSON STRONG-TIE COMPANY. N l� l� l� l� l� 5. HOLDDOWN ANCHORS SHALL BE SECURED IN PLACE PRIOR TO PLACING CONCRETE. w ANCHOR BOLTS - SEE SHEARWALL 6. ANCHOR BOLT NUT SHALL BE FINGER-TIGHT PLUS 1/3 - 1/2" TURN WITH HAND WRENCH. CARE SHALL BE TAKEN TO NOT i FOOTING SIZE AND SCHEDULE FOR SIZE, SPACING, OVER-TORQUE THE NUT. IMPACT WRENCHES SHALL NOT BE USED. w oPER REINFORCEMENT PLYWOOD/O.S.B. SHEAR PANELS AND EMBEDMENT 7. HDU HOLDDOWNS SHALL BE INSTALLED CENTERED ALONG THE WIDTH OF THE ATTACHED POST.PLAN HD TYPE 8. RE: NOTES SECTION 06100 "ROUGH FRAMING" FOR THE REQUIRED POST SPECIES AND GRADE. 9. BUNDLED STUDS PER DETAIL 18/S1.3. o N 3/4" " = " TYPICAL DETAIL FOR SHEARWALL W/ 10. STRAP TIE HOLDOWNS. NAIL STRAPS FROM BOTTOM UP. INSTALL WITH STRAP MATE "NO WET STOKING". o SCALE: = 1 -0 SCALE: 3/81 -0 11. ANCHOR BOLT HOLDOWNS SHALL BE ASTM A307 OR A36 STEEL. ANCHOR HEAD REQUIRES NUT/WASHER NUT PER 2/S1.3. z o H 6 INTERIOR HOEDOWN 8 FORCE TRANSFER AROUND WINDOW OPENINGS 10 HOEDOWN & FASTENER SCHEDULE Q W N SHEARWALL SHEARWALL a r ADDED STUD FOR __q__ __1_____1___ ADDED STUD FOR _r_ RE: PLAN RE: PLAN ¢m L) HD TYPE HOLDOWNS HOLDOWN PER PLAN HD TYPE HOLDOWNS HOLDOWN PER PLAN STRAP TYPE STRAP �`— �' (COUNTERSINK) (COUNTERSINK) HOEDOWN PER SAW CUT IN PLY TO ~ N ABOVE & BELOW FLOOR PLAN ■ RE: PLAN OVER w CL OF STUD ■; ACCEPT STRAP AT SHEATHING _ rY w } ■_ HOLDOWN NAILING _ HOLDOWN NAILING RE: a BEAM PER PLAN1 INTERIOR � (3) 10d ■ RE: HOLDOWN HOEDOWN SCHEDULE v FLOOR JOISTS/RIM •• (T.) ■ J� SCHEDULE • • • J o z PER PLAN I -4b 1.1L Al IF --l- r i • 1 ■ 1 1‘ z J � z J iI N . 1 (�� I J z J Z , „____, • • CC CC •i w Z Z JOISTS PER PLAN I I ? BUNDLED STUDSCA (TYP.) BLKG. CaD WALL LINE PL. 5 X 5 X 3/8" RE: HOLDOWN BUNDLED STUDS :: �� (AT HOLDOWNS W/ LESS THAN 1" �� SCHEDULE _ �� RE: HOLDOWN _ DIAM.ANCHORS A SIMPSON BP1Cit SCHEDULE WOOD POSTS PER FASTENERS PER BEARING PLATE MAY BE USED, BEND STRAP UNDER RE: PLAN OVER STRAP ^ SHEARWALL �� SHEATHING SCHEDULE �� SCHEDULE ADD WASHER BETWEEN NUT AND PLATE) MULT. JOIST/BEAM U.N.O. �V�^ RE: HOLDOWN SCHEDULE —y RE: PLAN ^ l �� —IV-- PER PLANS FOR ADDITIONAL INFO. I) SHEARWALL * PROVIDE 1 5/8" MIN. NOTE: SHEATHING NOT RE: HOLDOWN SCHEDULE ^u RE: PLAN * PROVIDE 1 5/8" MIN. SHOWN FOR END DISTANCE FOR FOR ADDITIONAL INFO. END DISTANCE FOR CLARITY STRAPS STRAPS SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" 11 TYPICAL HOEDOWN FLOOR TO FLOOR 12 TYPICAL HOEDOWN TO BEAN 13 HOEDOWN DETAIL 14 INTERIOR HOEDOWN 15 EXTERIOR HOEDOWN ct ALT. LOCATION BOLT TYPE P.E.N. F.N. F.N. NT C� STRAP TYPE STRAP TYPE r� 1111Li � uu �� H �i �1 [II � rg nu 0 I!'j � IL P.E.N. I = C _ 1 PL.N. f v4 10d ® 6 O.C. STAGGERED BOLT TYPE F.N. P.E.N. (.148"DIA. X 3" LONG) ALT. LOCATION ADD STUD IF NO PL.N. C...) 17=� r--2 - EXTERIOR A.P.A. SHEATHING )v cM Do ALT. LOCATIONS �/ 1 N SEoET 0 THIS SHEET FOR PANEL 1 IIINAILING NOTATIONS: 1 � OE � O / ' NAILING DETAILS P.E.N. PANEL EDGE NAILING F.N. PL.N. = PLATE NAILING F.N. F.N. 0 F.N. = FIELD NAILING MIMI Emi..- ...aBOLT TYPE II P.E.N. P.E.N. O N I� PL.N. PL.N. mr u1 r-s-i�►a _ t 41 :. _ ..._ --....6.- k11r1, ,►.11,_ 1.11:11 �1� �tv� r� '�PEN STAGGERED -� I - %� ►•� .� O 1 Ell I �illi MN ct Tro_i I PL.N. P.E.N. 1 P.E.N. Pj Cr) NOTE: NOTE: HOLDOWNS AND STUD QTY. TO BE NAILING SHALL BE PER PLAN PER PLAN AND SCHEDULE. AND SHEARWALL SCHEDULE. SCALE: NONE SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" 18 TYP. NULT PLE STUD ATTACHMENT 19 HOLDOWN PLACEMENTS 20 STRUCTURAL WALL INTERSECTIONS ' GRADE RIM JOIST SECOND POUR FIRST POUR 1/8" x 1 1/2" PREMOLDED CONTINUOUS MASTIC JOINT STRIP OR PREMOLDED �' �' �' r' °' f'c = 2500psi nn ne rill ne STUD WALL BEYOND NOTE: LOCATE EDGE OF o SEE PLAN FOR CONSTRUCTION JOINT (MAY BE SAWCUT AT SEE PLAN FOR BURKE "KEYED KOLD" JOINT. iui iui iul 111111 iui SLAB AS REQUIRED FOR �� I V I -o SLAB THICKNESS OWNERS OPTION). SAWN JOINT SHALL BE SLAB THICKNESS STOP REINFORCING CLEAR OF ini ini ini ini ini DOOR TRIM DETAILS a, BAR OTHER BARS TOP BARS AND REINFORCING AND REINFORCING JOINT EACH SIDE. �; �; L; �; �; #4 NOSING SIZE Ld LAP SPLICE LAP SPLICE MADE AS SOON AS POSSIBLE WITHOUT (TYP.) DAMAGE TO SURFACE. ( •) \ \ 1,1 I; I #3 16" 21" 28" #4 BAR I I a� jj 0 U �\-_____ � PAVING Z #4 22" 28" 37" __ - -. A - J SLOPE _ cn w #5 27" 36" 46" 1.5 H ti z 33" 43" 56" _x .�o�o�o�oCro '�oo�. -70 0 I ..-/ 4 z C�z co #6 ;�` �� I � c,0 � ��' � � � � ��,_, d o �IIIJII Ill 111� A �� \ CUT ALT. WIRES COMPACTED SUBGRADE AND COMPACTED SUBGRADE AND GRANULAR FILL = _____ \ \ Q -I I I 1 I I WCC `� AT JOINT GRANULAR FILL RE: GEOTECHNICAL ENGINEER'S \ m I o 1. TENSION LAP SPLICE SHOWN ABOVE ARE FOR CONCRETE COVER GREATER THAN OR EQUAL TO BARF APRON THICKNESS TO 1 W c +, RE: GEOTECHNICAL ENGINEER'S RECOMMENDATIONS \ DIAMETER AND CENTER TO CENTER SPACING GREATER THAN OR EQUAL TO TWO BAR DIAMETERS VAPOR BARRIER VAPOR BARRIER ACCOMMODATE PAVING �, SPACING AND COVER CASE 1 TENSION LAP SPLICE SHOWN ABOVE ARE CLASS B SPLICES. RECOMMENDATIONS \ ( )' RE: GEOTECHNICAL ENGINEER RE: GEOTECHNICAL ENGINEER SUBGRADE Z c +, SAND RE: GEOTECHNICAL ENGINEER SAND RE: GEOTECHNICAL ENGINEER \ • 2. "OTHER BARS" ARE ALL VERTICAL BARS AND HORIZONTAL BARS WITH LESS THAN 12" OF CONCRETE (6 MIL. MIN.) (6 MIL. MIN.) \ \ _I = .... W CAST BELOW THE BAR. \ \ STEMWALL BEYOND W 3. "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW THE BARS. PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO 1 -5" l` 8CD BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR #4 AT B.O. WALL cam, 4. DEVELOPMENT LENGTH (Ld) IS "OTHER BARS", CLASS A. LESS. AREAS TO BE APPROX. SQUARE AND HAVE NO ACUTE ANGLES. LESS. AREAS TO BE APPROX. SQUARE AND HAVE NO ACUTE ANGLES. ,\ FOOTING PER PLAN z JOINT LOCATIONS TO BE APPROVED BY THE ARCHITECT. JOINT LOCATIONS TO BE APPROVED BY THE ARCHITECT. (2) #4 AT FTG. \ \ / PER PLAN / o cci SCALE: NONE SCALE: NONE SCALE: 3/4" = 1'-0" / T / \� SCALE: 3/4" = 1'-0" 1 TYP. LAP SPLICE SCHEDULE OK per ACI 2 TYP. SHRINKAGE CONTROL JOINT (S.J.) 3 TYPICAL CONSTRUCTION JOINT (C.J.) 4 TYPICAL STEPPED FOOTING 5 TYPICAL GARAGE APRON 1— U CENTERLINE OF WALL 2X PLATE W/ 11/16" DIA. HOLE 2X PLATE W/ 11/16" DIA. HOLE LOCATION MAY VARY. (NON-TREATED) (NON-TREATED), TYP. RE:PLAN 1X P.T. HEM-FIR PLATE 1X P.T. HEM-FIR PLATE _it__ W/ 1" DIA. HOLE W/ 1" DIA. HOLE, TYP. kY o CONC. S.O.G. & REINF. CONC. S.O.G. & REINF. w �V. 76 o PER PLAN V. PER PLAN ;� ,- ' o�'- * T.O. CONC. :; Q T.O. CONC. .._ `� a RE: A CH. . II . 0_ RE: ARCH. - if ti - oical " o ti • j -HI. I- pR ° I— A Al ° I I 4 4 4. N o I NOTE: I NOTE: Q �I = RE: 14/S6.0 FOR ADDITIONAL I ° = RE: 14/S6.0 FOR ADDITIONAL o - N 6 J • a= INFO. NOT SHOWN HERE 0 •_J • a= INFO. NOT SHOWN HERE N w I w o� O ti I I \ N FOOTING SIZE AND REINF. FOOTING SIZE AND REINF. o PER SCHEDULE PER SCHEDULE cNi SCALE: 3/4" = 1'-0" FOOTING TYPE F1 U.N.O. SCALE: 3/4" = 1'-0" z FOOTING TYPE F1 U.N.O. o O H 6 NOT USED 7 NOT USED 8 TYPICAL GARAGE FOOTING 9 TYPICAL PARTYWALL FOOTING 10 NOT USED Q W SHEATHING, NAILING AND N 5/8"DIA. x 7" EMBED ® ANCHOR BOLTS PER a r ---q— 48"OC TYP. U.N.O. ON PLAN SHEARWALL SCHEDULE, TYP. c1 OR SHEAR WALL SCHEDULEm POST PER PLAN - LOCATE BEARING AND/OR SHEAR WALL POST PER PLAN 5/8"DIA. x 7" EMBED SHEATHING, NAILING AND 2X PLATE W/ 11/16" DIA. HOLE PER ARCHITECTURAL PER PLAN 2X PLATE W/ 11/16" DIA. HOLE LOCATE PER ARCH. 48"OC TYP. U.N.O. ON PLAN ANCHOR BOLTS PER (2) #4 CONT. (NON-TREATED), TYP. 1' (NON-TREATED) RE: PLAN OR SHEAR WALL SCHEDULE SHEARWALL SCHEDULE I� I•I Z 1X P.T. HEM-FIR PLATE } ABU POST BASE (2) #4 CONT. 2X PLATE W/ 11/16" DIA. HOLE Q W/ 1" DIA. HOLE, TYP. a PROVIDE ABU POST BASE NO POST AT SIM 1X P.T. HEM-FIR PLATE _ 0 OR EQUIV. \I / W/ 1" DIA. HOLE I (NON-TREATED) /r CONC. S.O.G. & REINF. FINISH GRADE o o z PER PLAN �/ 1X P.T. HEM-FIR PLATE -1-L o z w PORCH SLAB PER PLAN #4 ® 48" O.C. Z \ \ �i� W/ 1" DIA. HOLE I I FINISH \ °O �T JAI GRADE - (TYP) ►�l _ Q P. , \ -F A 1 A #4 ® 18"OC z '�' �� 74,761 -- VERT. CL ALT. -ft --�� J ° i'� _• _ 1 f) HOOK 18„ Waz FAR �� I - - %%. / I / v) FIN. FLR 0w -- i4„ -- _ m Z #4 ® 12"OC 1 1` HORIZ. I GARAGE FLR ECI / FOOTING SIZE & REINF. 1 #4 CD 12"0C 4 VERT CO 18" O.C. \ �—, \ Q • PER PLAN LAP i2,-6„ PER PLAN (ALT. DIRECTION OF HOOK) _ I - 2 4 CONT. HORIZ. r # FOUNDATION DRAIN I 0_ m (TYP) - A�° \ Z� 1 BY OTHERS L -- a J POST AT THICKENED SLAB FOOTING POST AT PATIO FOOTING eL m ^ I ° I- 12" MIN. FOOTING AT LOCATIONS PER \ \ \ 0 \ CA 1° A I �� (2) #5 CONT FOUNDATION PLAN. RE: FOOTING SCHEDULE DRAIN g°° Lu ! i • — ON PLAN FOR REINFORCING BY OTHERS Ct PER PLAN AND DIMENSIONS. \ PER PLAN '-'41 FOOTING SIZE AND REINF. -.1 ) PERPER PLAN PER SCHEDULE / / / / FOOTING SIZE AND REINF. SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" FOOTI GHETYPE F1 U.N.O. SCALE: 3/4" = 1'-0" FOOTING TYPE F1 U.N.O. 11 SLAB EDGE AT PORCH 12 TYPICAL THICKENED SLAB FOOTING 13 POST BASE 14 TYPICAL FOOTING 15 PARTYWALL FOOTING AT STEP O ct 1 M DO O °' N N IO co 0 4.1 a) Ct 0 u • ,..0 0 � ) ra•c—I rz4 T-1 o a, ;,...pl c:) U ct N 1 16 NOT USED 17 NOT USED 18 NOT USED 19 NOT USED 20 NOT USED S6 . 0 WSWH-AB MINIMUM CURB/STEMWALL WSWH-AB CID SHEAR PER 5/S7.0. o / SHEAR REINFORCEMENT PER 5/S7.0 • ' • • o jr z--:A. - \ GARAGE HEADER ROUGH OPENING HEIGHT 4 _ I_ 3 1/8" MIN. WIDTH BY 9 1/4" MIN. DEPTH N - I = o `• 1 HEADER PER PLAN. FOR WSWH AND HEADER CD Lj °��,'MODEL N0. TRIMMED PANEL H CURBROUGH OPENING +, AFURRING REQUIREMENTS, WHEN APPLICABLE, HEIGHT HEIGHT Z \ -'a A a - \ •® • a _ s90 S7.0 s7 10 �o SEE DETAILS 10/S7.0 AND 11/S7.0. 7 - \ r-• II, II,lllii ll iilllii lllii llliill - A l tII III III ii III III III III ii 11 _1 \ WSWH12x7 5X" 6'-11/1" L - 1 1 - _ -1 = WSWH18x7 78" N SEE 12/S7.1 FOR SIMPSON STRONG-TIE LSTA12 STRAP (MIN. z 1/2 W 1/2 W 1/2 W 1/2 W ALLOWABLE EDGE AND UNO) AT BEAM TO POST EACH SIDE WSWH24x7 6" 7'-0" m o co 00 CC/ / / / / FACE DRILL ZONES 8 " 0" 7'_1 • o W (SEE SCHED IN 2/S7.0) W (SEE SCHED IN 2/S7.0) `�--rJ / 8'-18'-6" CLEAR SPAN / WSWH12x8 u) co STRONG-WALL N / INTERIOR FOUNDATION / / BRICK LEDGE FOUNDATION / HIGH STRENGTHN I WSWH24x8 93Y" fit" 8'-2�" PORTAL COLUMN 4) o WOOD SHEARWALL 6" 8'-3Y" = z= (MIN. 3" x 3 1/2") w - a) "S" RE. 2/S7.0 o a W CD 8Q) S71 OR S71 / / SIMPSON STRONG-TIE w +' WSWH-AB WSWH-AB ,�, STHD10 HOEDOWN _ (MIN. UNO) SHEAR REINFORCEMENT MINIMUM CURB/STEMWALL Z /I� co PER 5/S7.0 WIDTH PER 5/S7.0. ; •; in U I SHEAR REINFORCEMENT .•: U irs lr • PER 5/S7.0 .].11. 0 ° D z c\2 / CONTINUOUS FOOTING REINF. TO COLUMN BASE AND POST .• .• +, 09 o _ - I- = RE: 5 S7.0 FOR SHEAR o co I A II REINFORCEMENT • CONTINUE THRU WSWH FOOTING, \ -III-III \ PER PLAN G9 �--1 I'l a IA A ° = a �a CONTINUOUS FTG BEYOND, •• TYP• NOTES: o II A o PER PLAN. CONTINUES REINF. • .l CONTINUOUS FOOTING •+•' _ 1. IF REQUIRED PANEL HEIGHT EXCEEDS "H" LISTED IN THE SCHEDULE DIAMETER __ = z THRU WSWH FOOTING W/ r . SIZE AND REINF. PER IN 2/S7.0, USE NEXT TALLER PANEL AND TRIM AS NECESSARY. s LENGTH m \ HORIZONTAL CORNER BARS PLAN s 2. THE STRONG-WALL HIGH STRENGTH WOOD SHEARWALL MAY BE NI �- AT ENDS \ \N _ _ Y-2 TRIMMED TO A MINIMUM HEIGHT OF 74 1/2". 1 #3 1/2 W 1/2 W -II 1 2 W 1 2 W 3. MIN. PANEL HEIGHT IS 74 1/2" FOR ALL WSW PANELS. `D HS / / 0 4. FURRING DOWN GARAGE HEADER MAY BE REQUIRED FOR CORRECT III / / NOTES: v I - s ROUGH OPENING HEIGHT. s HS ON HIGH CLD W (SEE SCHED IN 2/S7.0) W (SEE SCHED IN 2/S7.0) 1. SEE 2/S7.0 FOR DIMENSIONS p N --4�'_- Q-1�--1- - STRENGTH MODELS N / / AND ADDITIONAL NOTES. _a_ -�J__ _ �� : N SLAB ON GRADE FOUNDATION CURB OR STEMWALL FOUNDATION 2. SEE 5/S7.0 FOR SHEAR = HEAVY HEX NUT wig \ WSWH DESIGNED TO PROVIDE 1/8" GAP BETWEEN LSL AT z 1� .��' �jc� o REINFORCEMENT REQUIRED. "L" RE: 2/S7.0 I RE: 2/S7.0 FOR ANCHOR BOLTW FIXED IN PLACE ON �,�'`'�� ta 3. MAXIMUM H = le - de. SEE J, SIZE, EMBEDMENT, & FOOTING BASE OF WSWH AND CONCRETE. ENSURE CONCRETE IS LEVEL J ALL WSWH-AB ANCHOR BOLTS o `�: I o� 7/S7.0 AND 8/S7.0 FOR "le". "II REINFORCEMENT AND SMOOTH BENEATH PANEL. GRIND OR FILL AS NECESSARY. a SCALE: NONE SCALE: NONE HEAVY HEX NUT w Z . oz 1 WSWH SB ANCHORAGE - TYPICAL SECTIONS 3 WSWH SINGLE PORTAL ASSEMBLY PLATE WASHER d�J�� ~ 1�1 Pg, WI HEAVY HEX NUT _ STRONG-WALL HIGH STRENGTH WOOD SHEARWALL7-SLAB OR CURB AND SURROUNDING FOUNDATION 9 10 11 9 10 11 STRONG-WALL SB \ \ S7.0 S7.0 S7.0 -i S7.0 S7.0 S7.0 MODEL NO. DIAMETER LENGTH le V NOT SHOWN FOR CLARITY PANEL MODEL w N o WSWH-A61x24 1" 24" 15 " Q �o I '? \ T i. 7 WSWH-A61x24HS 1" 24" 15i" o '- N �. GARAGE HEADER ROUGH OPENING HEIGHT WSWH12, WSWH18, WSWH-AB1x30 1" 30" 21i" N .... \ \ r -, AND WSWH24 yygyyll_A61x30HS 1" 30" 21i" �_ 3 1 8" MIN. WIDTH BY 9 1 4" MIN. DEPTH HEADER TRIMMED PANEL ROUGH OPENING WSWH-AB1x36 1" 36" 273" w �* / / MODEL NO. H CURB = \ \ WSWH-AB PER PLAN. FOR WSWH AND HEADER FURRING • • • • HEIGHT HEIGHT SCALE: NONE WSWH-AB1x36HS 1" 36" 273" O REQUIREMENTS, WHEN APPLICABLE, SEE DETAILS cv / "s" / 10/S7.0 AND 11/S7.0. WSWH18x7 78" " - N 1 2 W1 2 W � --• r � -- � WSWH12x7 5X�" 6'-111¢" o\ / f STRONG-WALL HIGH WSWH24x7 6" ,-D 7 WSWH ANCHOR BOLTS \ MINIMUM FOOTING SIZE PROVIDED FOR WSWH ONLY. STRENGTH STRONG-WALLoo SEE STRUCTURAL FOUNDATION PLAN FOR WOOD SHEARWALL HIGH STRENGTH Z "L" WOOD SHEARWALL 85h" 0" 7'-1h" WSWH-HSR KT o H ADDITIONAL SPECIFICATIONS. / / WSW-I12x8 - SEE 12/S7.1 FOR `� WSWH18x8 Q ALLOWABLE EDGE AND WSWH24x8 93Y" 5Ni" 8'-2�" 1* FOUNDATION PLAN VIEW FACE DRILL ZONES `, J / 8'-18'-6" CLEAR SPAN / `.�J 6" 8'-3Y" 1 24 WSWH-HSR NJ HX AND WSWH-AB J¢ >- WSWH ANCHORAGE SCHEDULE FOR 2500 PSI CONCRETE OR N = ASSEMBLY F G1 S7.1 S7.1 8 �R 14 4 \ HX ON \ m U = Z= S7.1 S7.1 NOTES: `� ;� EXTENSION KIT N�� Z c9 " " i i (!) PANEL HEIGHT PANEL WIDTH HIGH STRENGTH FOOTING WIDTH FOOTING LENGTH A.B. EMBED FOOTING DEPTH A.B. SPACING S RE. 2/S7.0 o W S RE 2/S7.0 1. IF REQUIRED PANEL HEIGHT EXCEEDS "H" LISTED IN THE SCHEDULE sae s WSW PANEL ID (IN) (IN) A.B. "W" (IN) "L" (IN) "de" (IN) "D" (IN) "S" (IN) FOOTING REINFORCEMENT / / _ _ / / , IN 2/S7.0, USE NEXT TALLER PANEL AND TRIM AS NECESSARY. =_ TOP OF CONCRETE N 2. THE STRONG-WALL HIGH STRENGTH WOOD SHEARWALL MAY BE = = HEAVY HEX NUT FIXED s w r (4) #5 LONG WAY, T & B ] W TRIMMED TO A MINIMUM HEIGHT OF 74 1/2". IN PLACE ON ALL WSWH �� TOP OF v 3. MIN. PANEL HEIGHT IS 74 1/2" FOR ALL WSWH PANELS. J ANCHOR BOLTS s CONCRETE z w WSWH12x8 93 1/4 12 (2) 1" DIA. 52" 60" 18" 24" 8 1/8" (5) #5 SHORT WAY, T & B ¢ ``' i 4. FURRING DOWN GARAGE HEADER MAY BE REQUIRED FOR CORRECT i WSWH-HSR WSWH18x8 93 1/4 18 (2) 1" DIA. 52" 66" 18" 24" 14" (4) #5 LONG WAY, T & B • ° • ROUGH OPENING HEIGHT. _ s (6) #5 SHORT WAY, T & B ° ° = 1" HIGH STRENGTH ROD RE: 5/S7.0 FOR SHEAR • CONTINUOUS FOOTING / • _ = CUT TO LENGTH WSWH24x8 93 1/4 24 (2) 1" DIA. 52" 72" 18" 24" 20" (4) #5 LONG WAY, T & B REINFORCEMENT REINF. TO CONTINUE THRU • • WSWH DESIGNED TO PROVIDE 1 8" GAP BETWEEN LSL AT = = AS NECESSARY (7) #5 SHORT WAY, T & B n •_ •. n WSWH FOOTING, TYP. (� BASE OF WSWH AND CONCRETE. ENSURE CONCRETE IS LEVEL _ CONTINUOUS FTG BEYOND, Imo' �1iiii �NOTES: PER PLAN. CONTINUES REINF. • ' CONTINUOUS FOOTING ° AND SMOOTH BENEATH PANEL. GRIND OR FILL AS n +1. ALL ANCHOR BOLTS SHALL BE HIGH STRENGTH (HS) (ASTM A193 GRADE 67). THRU WSWH FOOTING W/ " I m\ SIZE AND REINF. PER mykbILo. NECESSARY. c•ao �, _� PLAN o - c HIGH STRENGTH 2. ANCHORAGE DESIGNS CONFORM TO ACI 318-11 APPENDIX D AND ACI 318-14 WITH NO SUPPLEMENTARY REINFORCEMENT FOR CRACKED OR HORIZONTAL CORNER BARS I I = -- THIGH STRENGTH W Q = s COUPLER NUT UNCRACKED CONCRETE AS NOTED. AT ENDS 1 _ _ I - RE: 5/S7.0 FOR SHEAR COUPLER NUT N < T 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. \ I , \ •\ \ 1 - I REINFORCEMENT Q �Q� WSWH-AB 4. REFER TO SLAB ON GRADE, CURB, STEMWALL, AND INTERIOR FOOTING SECTIONS IN 1/S7.0 FOR "de" ANCHOR BOLT EMBEDMENT. o I I c I 5. THE EMBEDMENT AND FOOTING SIZES IN THE SCHEDULE ABOVE ARE SOLUTIONS FOR CONCRETE COMPRESSIVE STRENGTH (28 DAY f'c) OF 2,500 PSI. -- d I _ �� CONTINUOUS FTG BEYOND, STRONG-WALL SB " o o_ o_- PER PLAN. MODEL NO. DIAMETER LENGTH le i 6. FOR HEIGHTS NOT LISTED, ORDER THE NEXT TALLEST PANEL AND TRIM TO FIT. MINIMUM TRIMMED HEIGHT FOR ALL PANELS IS 74 1/2". N - �'= - - k-- CONTINUES REINF. THRU WSWH FOOTING PANEL MODEL 7. ALL PANELS COME WITH TWO PRE-ATTACHED HOEDOWNS, TWO STANDARD HEX NUTS, TWO STRUCTURAL WASHERS, TWO WSWH-TOW PLATES AND ---�_ __(J i i- - -o_ L_-a_i-i W/ HORIZONTAL CORNER BARS AT ENDS WSWH-HSR1-24KT 1" 24" 17 " _ INSTALLATION INSTRUCTIONS. WSWH12, WSWH18, 8. ALL PANELS ARE 3 1/2" THICK. \ AND WSWH24 WSWH-HSR1-36KT 1" 36" 29i" 9. RE: 5/S7.0 FOR SHEAR REINFORCEMENT REQUIRED. "L" RE: 2/S7.0 FOR ANCHOR BOLT SIZE, "L" \ �ll 10. RE: 1/S7.0 FOR ANCHOR BOLT PLACEMENT. RE: 2/S7.0 EMBEDMENT, & FOOTING RE: 2/S7.0 IOU / / REINFORCEMENT / SCALE: NONE SCALE: NONE SCALE: NONE 2 WSWH FOOTING AND ANCHORAGE SCHEDULE 4 WSWH DOUBLE PORTAL ASSEMBLY 8 WSWH ANCHOR BOLT EXTENSION . - a / Lh MIN 3" MIN.WDTH BY 11 1/4" MIN.DEPTH HEADER BY OTHERS. STRONG-WALL HIGH STRENGTH SHEAR ANCHORAGE FOR WSWH AND HEADER FURRING REQUIREMENTS, WHEN �, MINIMUM CURB/ HEADER PER PLAN MODEL Lt OR Lh SHEAR STEMWALL WIDTH �- , I ;IN.') APPLICABLE, SEE DETAILS 1O/S7.0 AND 11/S7.0. 5 1/8" 5 1/2" (in.) REINFORCEMENT (in.) C�jWIDE X 11 1/4" BOOKFURRINGHEADER PER PLAN "WSWH12 10 1/4 (1) #3 HAIRPIN6 , ,/ PORTAL STRAPS INCLUDED WITH WSWH PANELSMIN. DEPTH WSWH-TT' SHEAR (REQUIREDFOR3 1/8 WIDE X 11 1/4 MIN. \ `� UNDER 100 . FOR TALLER PANELS, ORDER 31¢ HEADER)TRANSFER PLATE " DEPTH _WSWH18 15 (2) #3 HAIRPINS6 #3 HAIRPIN, WSWH-TP SHEARJGRADE 60 REBAR WSWH-PK SEPARATELY. 3" MIN. WIDTH BY 11Y" MIN. IIATTACH WOOD FURRING BLOCKSWSWH24 19 (2) #3 HAIRPINS 6 DEPTH HEADER BY OTHERS. TRANSFER PLATE 1. STRONG-WALL HIGH STRENGTH WOOD SHEARWALL IS FIELD TIE AND SECURE DURING PORTAL STRAPSBETWEEN PORTAL STRAPS AND MANUFACTURED AND TRADEMARKED BY "SIMPSON �I HEADER WITH 2 ROWS OF 8-10d CONCRETE PLACEMENT. OVERLAP AND STRAP NAILING NOT II COMMON NAILS. MINIMUM SHIM C/) STRONG-TIE COMPANY INC."HOME OFFICE: 5956 W. LAS VARIES WITH BOLT SPACING. 9 SHOWN FOR CLARITY Cr)M NOTES: S7 t \I SIZE IS %"x21�"x11Y". POSITAS BLVD. , PLEASANTON, CA 94588 TEL: (800) 1. SHEAR ANCHORAGE DESIGNS CONFORM TO ACI 318-14 AND ANCHOR BOLT , • P:11‘[. . .I N 999-5099, FAX: (925) 847-1597. SIMPSON STRONG-TIE ASSUME MINIMUM 2,500 PSI CONCRETE. HAIRPIN SHEAR REINFORCEMENT . ' S ATTACH DFL, SP OR SCL SHIM WITH 2 ROWS PORTAL STRAPSpil ] 00 O COMPANY INC." IS AN ISO 9001-2008 REGISTERED OF Y x COMPANY. ANCHOR BOLT ALIGN PORTAL STRAP 1 . • INSTALL Ai SWS16150 " 31�" SDS SCREWS (MIN.) OR 16dill'!" AND STRAP NAILING NOT O 01 ARROWS WITH BOTTOM OFWSWH-TP ON � I, COMMON NAILS AT 6" O.C. STAGGERED. SHOWN FOR CLARITY 2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF ANCHOR REINFORCEMENT HEADER . .• • • . • •. . • ONE SIDE 7I� MNECESSARY" I FOR •��'��• MINIMUM SHIM SIZE IS 1 "x5Y"x HALF OF --I THE LOCAL BUILDING DEPARTMENT. ANCHOR BOLT *� STRONG-WALL PANEL HEIGHT. �-- r �� TEMPLATE WHEN SPECIFIED f• • • • •-• ., TIGHT FIT 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, / " A ANCHOR REINFORCEMENT 7 8" MAXIMUM WOOD SHIM - • b a d • • HIGH STRENGTH CONDITIONS, ELEVATIONS, ETC. PRIOR TO INSTALLATION OF �„ - �_� - N TEMPLATE WHEN SPECIFIED / • 1 i� SDS25600 WOOD SHEARWALL ANY COMPONENTS FOR THE STRONG-WALL HIGH STRENGTH BETWEEN PANEL AND BEAM. WSWH-TP SHEAR O FOR SHIMS GREATER THAN ' . ' . TRANSFER PLATE PORTAL STRAPS 1" DIAMETER p �--e SB SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY _ AND STRAP BY Y" DEEP STRONG-WALL �j $" 7/8", SEE 9/S7.1. DFL, SP OR SCL ci) O 4�SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER NAILING NOT COUNTERBOREI HIGH STRENGTH FOR CLARIFICATION PRIOR TO CONSTRUCTION. ' �a �, Y" PORTAL STRAP SHOWN FOR WOOD SHIM WOOD SHEARWALL N U 4. ALL HARDWARE CALLED OUT IS SIMPSON STRONG-TIE. EDGE DISTANCE Ct CLARITY STRONG-WALL M o I- A #3 HAIRPIN FIELD NAIL PORTAL HIGH STRENGTH STRONG-WALL N ct I111=° SEE TABLE FOR STRAPS TO FRAMING AND WOOD SHEARWALL HIGH STRENGTH �j M �, _ a $ REQUIRED WSWH PANEL BOTH SIDES WOOD SHEARWALL STRONG-WALL 111i ° QUANTITY. (4 TOTAL) USING 10d x STRONG-WALL SECTION HIGH STRENGTH SECTION r I -III III 11 III III I I r I I 1 I II " HIGH STRENGTH 2 1/2 NAILS MIN. OPTIONAL 1 DIAMETER WOOD SHEARWALL 4x FRAMING SECTION WOOD SHEARWALL BY)14" DEEP SINGLE PANEL A COUNTERBORE HAIRPIN INSTALLATION SECTION A-A SCALE: NONE SCALE: NONE (GARAGE CURB SHOWN.OTHER FOOTING TYPES SIMILAR.) SCALE: NONE SCALE: NONE NOTES 5 WSWH SHEAR ANCHORAGE SCHED �c DETAILS 9 PORTAL TOP CONNECTION 10 FURRI\G FOR 5 1 /8" TO 5 1 /2" HEADER 11 FURR NG FOR 3 1 /8" HEADER S7 . 0 TO ENSURE PROPER AB PLACEMENT, THE MANUFACTURER RECOMMENDS ORDERING TEMPLATES o EI 0 d 0 U Z Zco cn w WSWH-RT EXTERIOR WSWH-RT INTERIOR INSTALLATION INSTALLATION co o ICI ICICC 0 1.1 . I.. `' a LO r t I •�� c _., �, , _� / c\2 c\2 0 cn 6 1oil" i .. , ,��"�lit , 0 0 lirW ..0 J (2) 1 WSWH-AB J (2) 1 WSWH-AB r D ;., -1 Lo 1L,11 (i Il Z -i co 2x2 +, o cd _ t t ■ W o 0 iolj4 /, � U PLACE STRONG-WALL HIGH STRENGTH WOOD SHEARWALL OVER THE ANCHOR BOLTS AND SECURE WITH HEAVY WSWH-RTBL WSWH-RTPF WSWH-RT WITH BEARING PLATES AND HEAVY HEX NUTS (PROVIDED). DO BRICK LEDGE PANEL FORM INSTALLATION ANCHOR BOLT NOT USE AN IMPACT WRENCH. USE 1%" WRENCH FOR 1" INSTALLATION STABILIZERS NUT. ;�; TOP OF CONCRETE TIGHTEN ANCHOR NUTS FINGER TIGHT + XZ" TURN. wl�O �` '� 0 40, '/.0 ICI '.. di •�/ _______._.....\-iiiiiir.001 .1 !r r row 7 , h To o STRONG-WALLc w � :_,, .� / , HIGH STRENGTH oi� OI "�:o .o ��o WOOD SHEARWALL �� • pR J �� lorte. 1HEAVYHEX NUT AND HEAVY BEARING J J J 61, 2 1" WSWH-AB 2 1" WSWH-AB 1" •" ill (2) 1" WSWH-AB W o 0 I r •- �n i Trim -.�� Q N in = 2 - N W_ SEE SHEETS S7.0 FOR ANCHORAGE SOLUTIONS O ti (V O N SCALE: NONE SCALE: NONE oho 0 1 WSWH ANCHOR BOLT TEvPLATES 8 STANDARD INSTALLATION BASE CONN W r2 N WSWH-TP CONNECTION LTP4 SPACING INSTALL SDS Y"x6" SCREWS Q r FASTENER QUANTITY PER SHEARWALL (MIN.) FROM THE TOP SIDE OF 1- MODEL NO. SCHED THE PLATES PER QTY. AND s NO HOLES t NO HOLES ALLOWED IN TOP 8" OF PANEL ~ SWS1615o SDS25600 �� ALLOWED IN TOP �� co WSWH-TP12 14 2 4x SHIM SPACING REQUIREMENTS EDGE DRILL ZONE m U DETAILED IN 15/S7.1 MIDDLE Y3 OF .� /' 8" OF PANEL ..-,„ FACE DRILL ZONE N WSWH-TP18 _ 26 4 BLOCK PANEL THICKNESS i•� CENTER 4)5" OF PANEL FACE AS SHOWN ~ N WSWH-TP24 46 8 I FACE DRILL ZONE N w HOLES " w > �-- MAINTAIN 1Y MIN. 12" ABOVE EXISTING a lirlaidlil UN FULL-HEIGHT 4x SHIM BLOCK • MAX. THREE EDGE DISTANCE IP HOLES IN FACE FROM CHASE AND HOLE, MIN. v ADJACENT FRAMING r O z ATTACH WSWH-TP PLATEAND THREE IN i, OUTSIDE EDGE, z W (PROVIDED) ON ONE SIDE ONLY WITH ALIGN WSWH-TP NOTCHES INSTALL SDS Ya"x6" SCREWS AT SEE 9/S7.1 FOR TOP EDGE. jd, TYPICAL. • [ JØAN ANGLE THAT PREVENTS CONNECTION " "WITH BOTTOM OF TOP 3/4 -DIAMETER 22" COMBINATION OF SDS Y"x6" AND PLATES THEM FROM EXITING SIDE OF STRONG-WALL HIGH HOLES, MAX. 0 SWS16150 CONNECTOR SCREWS. FRAMING; APPROX. 11111 STRENGTH I 6" O.C., MIN. NO FACE HOLES 30 DEGREES (TYP.) WOOD SHEARWALL ALLOWED IN LOWER al 4�" TO 12" SHIM BLOCK 1" TO 4" SHIM BLOCK SEE 9/S7.1 FOR TOP 46" OF PANEL 24" TOP SWS16150 CONNECTION i' ' PLATES III1C INSTALL P2 CRIPPLE SHEARWALL, NO EDGE HOLES y��t� WSWH-TP ON BLOCKING AND STRAP • i�-'� %1 EXTERIOR FACEjj ALLOWED IN LOWER ,,,,,,,,,,.�� NI In �� FOR 8 TO 12" BLOCK DEPTHS: �I� ��. ATTACH SIMPSON STRONG-TIE CS16 STRAPS AT , I 26" OF PANELy " „ 111 1" DIAMETER FURRING NOT EDGE OF WSWH PANEL (EACH SIDE) USING 10dx1�" NAILS -�� - HOLES HOLES FOR 7 MAXIMUM WOOD SDS25600 - BY Y" DEEP �...........�, � — 4 "-DIA. HOLES, MAX. WSWH24X7 PANEL ONLY SHIM. FOR SHIMS REQUIRED EXCEPT COUNTERBORE • MAX. OF TWO 4%"-DIA. HOLES OR • MAX. OF ONE 05 x6" HOLE GREATER THAN �", AS REQUIRED FOR SHIM BLOCK HEIGHTS GREATER THAN 8" AND UP TO 10": SEE 11/S7.1 STRONG-WALL FINISH MATERIAL III ATTACHMENT • 8 NAILS INTO BLOCK ADJACENT FULL-HEIGHT ONE 4Yx12 HOLE. • 8" FROM TOP OF PANEL, HIGH STRENGTH • 8 NAILS INTO WSWH PANEL NO MINIMUM ON-CENTER SPACING MIN. WOOD SHEARWALL FRAMING REQUIRED. SHIM BLOCK HEIGHTS GREATER THAN 10" AND UP TO 12": OPTIONAL 1" DIAMETER BY Y" SECTION SECTION DEEP COUNTERBORE 4x FRAMING 6x FRAMING • 10 NAILS INTO BLOCK ALLOWABLE SMALL HOLES ALLOWABLE LARGE HOLES • 10 NAILS INTO WSWH PANEL STRONG-WALL FACE AND EDGE DRILL ZONES IN ADDITION TO ALLOWABLE SMALL CRIPPLE WALL HIGH STRENGTH HOLES SCALE: NONE SCALE: NONE WOOD SHEARWALL SCALE: NONE 9 STANDARD TOP CONNECTIO\ 11 TOP OF WALL HEIGHT ADJUSTMENTS 12 TRIM ZONE AND ALLOWABLE HOLES _ QTY. OF SDSY" x 6" SCREWS REQ. END OF PANEL TO WSWH12 4 NEAREST SCREW PLACE STRONG-WALL HIGH STRENGTH WOOD SHEARWALL WSWH18 8 (SEE TABLE) /�� OVER THE ANCHOR BOLTS AND SECURE WITH HEAVY WSWH24 12 INSTALL SDS Y4"x6" SCREWS A B `V BEARING PLATES AND HEAVY HEX NUTS (PROVIDED). DO EDGE DISTANCE FOR SCREWS (ORDER SEPARATELY). INSTALL f NOT USE AN IMPACT WRENCH. USE 1 WRENCH FOR 1" IN 2 ROWS AS SHOWN AND \` Q NUT. SLOPE Ain. Bin. COUNTERSINK AS REQUIRED. STRONG-WALL HIGH STRENGTH 0:12-4:12 2 3 TIGHTEN ANCHOR NUTS FINGER TIGHT + Jr TURN. WOOD SHEARWALL 5:12-8:12 1 1/2 4 1/2 (4) SMPSON r..4 V STRONG-WALL HIGH STRENGTH 9:12-12:12 1/2 5 1/2111P A35 FRAMNG ANGLES (1) FRAMING PER PLAN (NOT SHOWN WOOD SHEARWALL NOTES : 1" MAY BE USED IN 111 FOR CLARITY) I NAILING 1. MAINTAIN END DISTANCES TO PREVENT SCREWS FROM 4 MIN. COMBNAlION ..� M PENETRATING THROUGH THE OUTER EDGES. CLEARANCE (2 PER 9DE). M N �...... 2. INSTALL SCREWS PERPENDICULAR TO THE TOP PLATE. , (� ••• �� FRAMING 3. EDGE DISTANCES ASSUME DOUBLE TOP PLATE. NO HOLES IN E C� . PER PLAN `i� HATCHED REGION. Q CD 1" MIN. 1y MIN. FRAMING FROM EDGE ROW SPACING ::: a) ,11 PER PLAN - 41 .1,iii \ �=�•• � �=� JOIST HANGER �_� `� ." '1JCHORAGE = '" Y" MIN. AT EDGE r� �_ '� ;oi ::SILL PLATE MIN. SDS TIP TO CHASE // 1%ANCHORAGEPLAN VIEWE SHEETS S7.0 FORSDS SCREW SPACING ("\ p SOLUTIONS 4M 0 <c TOP PLATES LTP4 FRAMING ANCHORSDOUBLE SIMON STRONG-TIE W W ci, p4 M ►-� SECTION ►ICI STRONG-WALL HIGH STRENGTH WOOD SHEARWALL HEIGHT TO INCLUDE THE gi9i� INSTALLATION NOTES DEPTH OF THE FLOOR SYSTEM AND SHALL BE INSTALLED DIRECTLY ON THE STRONG-WALL HIGH 1. ACTUAL CUT LENGTH (L) MUST BE GREATER THAN OR FOUNDATION. SPECIFY PANEL HEIGHT FROM TOP OF FOUNDATION TO SIMPSON STRONG-TIE A35 III STRENGTH WOOD EQUAL TO PANEL WIDTH (W). UNDERSIDE OF TOP PLATES OR BEAM. FRAMING ANCHORS SHEARWALL 2. THIS DETAIL APPLICABLE FOR SLOPES UP TO 12:12. SECTION VIEW 3. PANELS TALLER THAN 12' MUST BE DESIGNED FOR THE SCALE: NONE SCALE: NONE 2X6 OR WIDER FRAMING APPLICATION. 14 WOOD FLOOR SYSTEM EASE CONNECTION 15 RACE WALL S7 . 1 9 3/S7.2 2ND STORY STRONG-WALL HIGH S7.1 \ -- 1 STRENGTH WOOD SHEARWALL 1 PLACE STRONG-WALL HIGH STRENGTH WOOD SHEARWALL HEAVY HEX NUT AND OVER THREADED RODS AND SECURE WITH HEAVY BEARING 0 HEAVY BEARING PLATE " El PLATES AND HEAVY HEX NUTS (PROVIDED). DO NOT USE AN 2ND STORY STRONG-WALL STRONG-WALL HIGH STRENGTH WOOD SHEARWALLIMPACT WRENCH. USE 1 " WRENCH FOR 1" HEAVY HEX NUT. SOLID DF/SCL BLOCKING UNDER HIGH STRENGTH WOOD 'JTIGHTEN ANCHOR NUTS FINGER TIGHT + Y TURN. WSWH CENTER OF STRONG-WALL HIGH SHEARWALL d• ANCHOR BOLTS EXTEND 6Y2" ABOVE TOP OF FLOOR SHEATHING STRENGTH WOOD SHEARWALL. PLACE STRONG-WALL HIGH STRENGTH WOOD SHEARWALL BLOCKING TO RIM JOIST WITH 16d OVER THREADED RODS AND SECURE WITH HEAVY BEARING PLATES STRONG-WALL • WSWH SHEAR TRANSFER PLATE. COMMON OR SDSZ"x3h". EXACT DRILL 2" DIAMETER x 1" DEEP AND HEAVY HEX NUTS (PROVIDED). DO NOT USE AN IMPACT r I� I.HIGH STRENGTH (INCLUDED WITH WSWH-TSS_KT) SPACING NOT CRITICAL SOLID DF/SCL BLOCKING UNDER CENTER OF HOLE OR NOTCH 2"x2"x1" DEEP ° ° `J U• WSWH SHEAR TRANSFER PLATE STRONG-WALL HIGH STRENGTH WOOD WRENCH. USE 1 " WRENCH FOR 1" HEAVY HEX NUT. TIGHTEN w)WOOD SHEARWALL n1 " " " " " Iti !) i i MAX. IN SHEATHING & RIM JOIST. ANCHOR NUTS FINGER TIGHT + ) TURN. WSWH ANCHOR BOLTS Z `o ND ^ DRILL 2 DIAMETER x 1 DEEP HOLE OR NOTCH 2 x2 x1 •� SIMPSON A34 EACH SIDE (INCLUDED WITH WSWH-TSS_KT) n SHEARWALL. TOTAL THICKNESS OF RIM JOIST ° °AT 2 FLOOR • DEEP MAX. IN SHEATHING & RIM JOIST. SET LOWER HEAVY �� L■'I AND SOLID BLOCKING SHALL BE SUFFICIENT TO SET LOWER HEAVY HEX NUT FLUSH • EXTEND 6X2" ABOVE TOP OF FLOOR SHEATHING z \\\ �' .. " ■ WITH TOP OF SHEATHING. WSWH • HEX NUT FLUSH WITH TOP OF SHEATHING. WSWH SHEAR 1 DIAMETER THREADED RODS ik PROVIDE FULL BEARING BENEATH THE WSWH TRANSFER PLATE SHALL SIT FLUSH & LEVEL ON NUTS lia,, (INCLUDED WITH WSWH-TSS_KT) 10dx2h" MIN. NAILS SHEAR TRANSFER PLATE SHALL SIT • SIMPSON A34 EACH SIDE o co 21110111111 (NOT PROVIDED) ....:.�, FLUSH & LEVEL ON NUTS �� 1 Cri s7.2 H2 USE �" SHIM OR NOTCH THE CORNERS OF THE PANEL DRILL 1�" MAX. DIAMETER HOLE I ' i o " ' TO ACCOMMODATE THE MSK HOLDOWN. SEE DETAILS ��1�� IN DOUBLE TOP PLATES FOR �• 1212)M ■--+ = Is�� RODS RIM JOIST I Ii1 II �� i�i � (n MILKMAN 5/S7.2 AND 8/S7.2 '" I� y" MAX., TYP. SOLID DF/SCL BLOCKING UNDER CENTER OF W Ii sr -ATTACH MSK HOEDOWN TO 1 STORYI !II �� STRONGWALLHIGHSTRENGTHWOODSHEARWALL. p O� ® WSWH PANEL USING 10dx2}�" MIN. NAILS LTP4 COUPLER NUT AND 00 • IBI BLOCKING TO RIM JOIST WITH 16d COMMON OR w C +, c� 11,51--- FRAMINGTHREADED RODS II IISDSZ4x3,1 . EXACT SPACING NOT CRITICAL •�FLOOR FRAMING PER PLAN. WHERE (INCLUDED WITH •• IM 1srSTORY STRONG-WALL IS PARALLEL TO WALL, WSWH-RF_KT) �! :�: 1i SILL PLATE ANCHORAGE PER S1.2 +' EXTERIOR ELEVATION HIGH STRENGTH WOOD SHEARWALL INTERIOR ELEVATION WSWH-TP TOP CONNECTION INSTALL BLOCKING WITHIN 6" OF EACH _ r W END OF WSWH. BLOCKING DEPTH SHALLL SIMPSON A34 EACH SIDE �ll n _I DRILL 1)" MAX. DIAMETER HOLES WSWH MULTI-STORY KIT HOLDOWN. MATCH FLOOR FRAMING U ° c� �,1 ' •' THROUGH DOUBLE TOP PLATES TH _ CD "•• ,�.;� .: J.7HOEDOWN (NAILS NOT INCLUDED VS OWN OR CLARITY 1sr STORY STRONG-WALL D WSWH SHEAR �� • • fl SHEARWALLHIGH GTH WOOD U Z co • SEE SHEET S7.0 FOR ANCHORAGE SOLUTIONS 0 ixj TRANSFER PLATE " PLAN VIEW INTERIOR ELEVATION p D sa'•' . .:, +- p • , H3 6x FRAMING U) 00 c\2 WSWH MULTI-STORY ••'. • • KIT HOLDOWN SCALE: NONE SCALE: NONE s STRONG-WALL (INCLUDED WITHENGTH �� WOOD SHIGH HEARWALL WSWH-TSS_KT) 2 TWO—STORY STACKED FLOOR FRAM NG 3 TWO—STORY STACKED FLOOR SECTION SOLID DF/SCL BLOCKING U J ALIGN HOLES WITH UNDER CENTER OF ANCHOR RODS ° STRONG-WALL HIGH • STRENGTH WOOD WSWH SHEAR e SHEARWALL. TOTAL TRANSFER PLATE e THICKNESS OF RIM JOIST WALL WIDTH SHIM SIZE (INCLUDED WITH AND SOLID BLOCKING N „ WSWH-RF_KT) • i^i SHALL BE SUFFICIENT TO / �� 12" x37¢ x4N2 �:� a o:� WSWH SHEAR ei PROVIDE FULL BEARING � 18" %"x3h"x101¢" TRANSFER PLATE T •,`� BENEATH THE WSWH �� `�V�r��, o HiWSWH 24" r6 x3h"x16V ° ;#16 ° •' _ ill ► --�� JOIST HANGER o . , STRONG-WALL / -� 2h" --I (IF HIGH STRENGTH SHIM FOR TIGHT FIT ON TOP OF TOP CONNECTION 1NAILS TO RIM 0dx MIN. " REQUIRED) `� a WOOD SHEARWALL 1sr STORY PANEL. SEE TABLE SHIM WSWH-TP (NOT PROVIDED) o ISOMETRIC VIEW III o � �ti sr FOR SHIM SIZE. SECURE SHIM IN r AT 1 FLOOR PLACE WITH 8dx1Y2" MIN. NAILS • e ° / NOT PLATES SHOWN III �`��`eb�L � ThO °; �''77z,Y�,r��r Z�R CLARITY . • • �' FLOOR FRAMING AT PER Pg, PLAN. WHERE FRAMING . . . 0 0 . . . 0 0 •e eee . LTP4 IS PARALLEL TO WALL, • /i/ i INSTALL BLOCKINGN8 OR 14 ° ° ° ° ATTACH MSK HOLDOWN TO •°o•o •°o•o MSK HOLDOWN WITHIN 6" OF EACH END 57.1 57.1 1 sr STORY WSWH PANEL ° ° ° ° ° ° '° w .. o •o•o° •o•o° el • OF WSWH. BLOCKING F, N NI j •• •' (� USING 10dx2)i" MIN. NAILS EXTERIOR ELEVATION DEPTH SHALL MATCH °'" °"" 1ST STORY FLOOR FRAMING Q N. CD N • °o o °o o ° e•e f O 1ST STORY °e° STRONG-WALL N • ° • ' ° STRONG-WALL • HIGH STRENGTH FIRST FLOOR AT WOOD FRAMING NOTES : w [ - HIGH STRENGTH I WOOD SHEARWALL .� Y TYP. WOOD SHEARWALL 1. ORDER FIRST FLOOR CONNECTION KIT SEPARATELY (WSWH-RF_KT) 2. USE ALTERNATE DETAIL 8/S7.2 TO ACHIEVE MAXIMUM ON-CONCRETE ALLOWABLE LOADS 0 3. FOR TWO-STORY STACKED STRONG-WALL HIGH STRENGTH WOOD SHEARWALLS WITH WOOD _ ., NOTE: LEGEND : FIRST FLOOR, USE ALTERNATE DETAIL 8/S7.2 N 1. 1sr STORY WSWH MUST BE THE SAME WIDTH • Hi = 1sr STORY WSWH HEIGHT; TOP OF CONCRETE TO 4. DESIGNER SHALL DESIGN FOR SHEAR TRANSFER FROM RIM JOIST TO SILL PLATE AND SILL o AS THE 2ND STORY WSWH. UNDERSIDE OF 1sr STORY TOP PLATES (IN.) 1 - PLATE TO FOUNDATION cNi 2. ORDER WSWH MULTI-STORY KIT • H2 = 2ND STORY WSWH HEIGHT; TOP OF FLOOR SHEATHING o (WSWH-TSSJ<T) SEPARATELY TO UNDERSIDE OF 2ND STORY TOP PLATES (IN.) z w • H3 = TOTAL ASSEMBLY HEIGHT; TOP OF CONCRETE TO INTERIOR ELEVATION ISOMETRIC VIEW O F UNDERSIDE OF 2ND STORY TOP PLATES (IN.) w SCALE: NONE SCALE: NONE SCALE: NONE _I LLI a r 1 TWO—STORY STACKED WSWH 5 TOP OF 1ST STORY PA\EL CONNECTION 4 FIRST FLOOR AT WOOD FRAMING N ~ N M W MAX. 741" SHIM AS w } NECESSARY FOR TIGHT FIT WSWH-TP (5z TOP CONNECTION NOTCH Wx3Yt"xPANEL THICKNESS z w IN THE TOP CORNERS OF THE PANEL TOP PLATES TO ACCOMMODATE THE MSK HOLDOWN WSWH-TP NOT SHOWN FOR,CLARITY MEE • Ni i.., w.w, i..■ ° %" SHIM AS NECESSARY ,jeeeee •: '�0 0 0 0 ;e• ,,,,� p• • • • • • ° ,,ATTACH MSK HOEDOWN TO °° ••° MSK HOEDOWN ��'• • • • :1srSTORY WSWH PANEL ,a o o° °;;USING 10dx2h" MIN. NAILS ° ° ° ° ° ° ° 111 e e e e ;°; 1sT STORY • • • • •• • STRONG-WALL • • • • • •° ° ° ° 1sr STORYHIGH STRENGTH° ° ° ° ° ° STRONG-WALLWOOD SHEARWALL HIGH STRENGTH", TYP. : WOOD SHEARWALL INTERIOR ELEVATION ISOMETRIC VIEW C/) SCALE: NONE r I • yq 8 ALTERNATIVE TOP OF 1ST STORY PANEL CONNECTION c_ 4.) I __ 4) CA M Cap N Pi— E O L_ < p � � �N o I .. M 1 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 o 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. a) 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 I P.E.N. PER UPPER WALL (t.IJ� BLKG. PANEL AT ONE BAY FOR FOR MECH./PLUMBING, RE: S1.1 FOR ADDITIONAL AT ONE BAY FOR FOR MECH./PLUMBING, (20) 12d Z '~ ao RELOCATE PLATE NAILING/FRAMING ANCHORS REQUIREMENTS AT SHEARWALLS RELOCATE PLATE NAILING/FRAMING ANCHORS TJI BLOCKING PANEL 10d CO 6'' O.C. NOTE: TO ADJACENT BAYS IL TO ADJACENT BAYS k Z w t I Wif RE: S1.1 FOR ADDITIONAL �� REQUIREMENTS AT SHEARWALLS IIL "4--- I" LSL RIM JOIST o 11 z z CC 0 IFF171 I NOTE: ►. ' LSL RIM JOIST & BLKG. I ;I ` RE: S1.1 FOR ADDITIONAL TOP PLATE W _ REQUIREMENTS AT SHEARWALLS p .iIL .M 1 1 I 1 1 1 1 1 CID11: NOTE: P.E.N. PER LOWER WALL TJI PER PLAN RE: S1.1 FOR ADDITIONAL P.E.N. PER LOWER WALL JOIST PER PLAN TJI PER PLAN TJI PER PLAN STUDS Z W REQUIREMENTS AT SHEARWALLS WALL AND CEILING WALL AND CEILING P.E.N. PER LOWER WALL WALL AND CEILING P.E.N. PER LOWER WALL WALL AND CEILING -' �CD 0 ,_ „, ._. PER ARCH. _��NN PER ARCH. --IN PER ARCH. N PER ARCH. i1 . „,% -, -N .71 NOTE: NOTE: NOTE: NOTE: LOWER WALL: LOWER WALL: LOWER WALL: LOWER WALL: + c) L6 RE: 1/S9.0 FOR RE: 1/S9.0 FOR RE: 1/S9.0 FOR SPLICE & NAIL TOP PLATES Z U •-i co BEARING/SHEARWALL PER BEARING/SHEAR WALL BEARING/SHEAR WALL BEARING/SHEAR WALL AS SHOWN © ALL EXTERIOR, z ADDITIONAL INFO. PLAN AND SCHEDULE ADDITIONAL INFO. PER PLAN AND SCHEDULE ADDITIONAL INFO PER PLAN AND SCHEDULE . PER PLAN AND SCHEDULE PLUMBING, PARTY & SHEAR o SCALE: 3/4 "= 1 -0" SCALE: 3/4 "JOISTS PARALLEL 1 -0" SCALE: 3/4 JOISTS PARALLEL1 -0" SCALE: 3/4 JOISTS PERPENDICULAR1 -0" SCALE: 3/4 JOISTS PERPENDICULAR1 -0" AND AT ROOF. W cn co a = "= "= "= 1 TYPICAL EXTERIOR WALL TO FRAMING 2 TYPICAL INTERIOR WALL TO FRANING 3 TYPICAL INTERIOR WALL TO FRANING 4 TYPICAL EXTERIOR WALL TO FRAMING 5 TYPICAL TOP PLATE SPLICE 1- JOISTS PARALLEL JOISTS PARALLEL JOISTS PARALLEL JOISTS PARALLEL 1r It t t It Y U PLATE NAILING PER SHEARWALL SCHED. TYP. SHEARWALL SHEATHING & _At_ CONTINUE WALL SHEATHING FROM NAILING PER SCHED., TYP. IBELOW TO RIM PER SECTIONS 1, NOTE:SEE DETAIL 6 THIS SHEET FOR NOTE: PROVIDE WEB STIFFENERS I , � N 2 & 3/S1.1 W/PANEL EDGE BALANCE IF REQUIRED BY JOIST MFR. BUNDLED JOISTS PER PLAN NAILING TO RIM. ELSE PROVIDE JOIST HANGER TO MATCH LAP JOIST 4" TOP PLATE '�� b �V�r6 o RIM TO TOP PLATE A35/LTP4 I RIM TO TOP PLATE A35/LTP4 I RE: S1.1 FOR ADDITIONAL JOISTS - SEE STRUCTURAL SPLICE SEE 5 PER SHEARWALL SCHED., PER SHEARWALL SCHED., TYP. (2) 0.162 X 3.5" NAILS AT SECURE TO BEAM W/ •. ►� REQUIREMENTS AT SHEARWALLS NOTES SECTION 06103 U.N.O. 0.131" DIA. X 2.5" MIN. SOLID 2X THIS SHT. '� TYP. __ -Al _ PLYWOOD 12" O.C. EA. SIDE STAGGERED PER PLAN (3) BLOCKING 1 1, ',1 I I I I TOENAILS HANGERS AT PANEL BLOCKING o � " ti I a AS REQ. AT NON BEARING WALLS ✓��•� •� • nil IW �� - MI �►�►�_►�- ��'u�i- �r ' �� ' HEADERS: / l �� Il �� i 1 �� h KM) �� 16"STUDSO.C. TYP. (2) 2X4 MIN. pg� I ..I <n - • U.N.O. j____\\ 1 1 III �� NOTE: 1 ►mk.IIal i� Nil sliil•i �1•li it l EN �i•li��l•i� 1 — + RE: S1.1 FOR ADDITIONAL JOIST PER PLAN TYP. V ' JOIST PER PLAN TYP. 11 n w �, o REQUIREMENTS AT SHEARWALLS WEB FILLER BLOCKS JOISTS PER PLAN SOLID OR JOIST ¢ o NI M PROVIDE INTERIOR CROSS WALL JOIST PER / REQ. AT BUILT UP "I" A BLOCKING KING STUD-TYP. Q OR BEAM AT 12' OI .C. ELSE PLAN I JOISTS SEE DETAIL "A" FACE NAIL W/ o N DOUBLE JOIST MIN. BLOCKING AT 6' O.C., TYP. JOIST HANGER JOISTS PER PLAN FOR BALANCE 0.131" X 3" ® 8" O.C. - - N JOIST HANGER TO MATCH AT BEARING WALLS STAGGERED TYP. w DOUBLE JOIST MIN. JOISTS - SEE STRUCTURAL TRIMMER STUDS: AT NON-BEARING WALLS w SHEATHING AND NAILING PER NOTES SECTION 06103 U.N.O. BEAM PER PLAN ' " SHEARWALL SCHED. TYP. SHEATHING AND NAILING PER -- �- (1) TRIM STUD FOR OPENINGS UP TO 6-0 WIDE (1) TRIMMER STUD a PER PLAN SHEARWALL SCHED. TYP. (2) TRIM STUDS FOR OPENINGS GREATER THAN 6-0" _ ti 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 "' o 1 RATING INFORMATION PER I 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 z o p H 6 TYPICAL PARTYWALL 7 TYPICAL PARTYWALL AT STEP 8 TYPICAL BU LT-UP BEAN 9 TYPICAL FRANING TO 3E4 10 TYPICAL HEADER AT STRUCTURAL WALL W N NOTE: SEE ARCH. FOR STAIR DIMENSIONS Q >- AND BLOCKING REQUIREMENTS 0.148"X3.25" H CO 4'' O.C. coL) L = HORIZONTAL RUN STAGGERED s N 2X12 STRINGERS FOR L<84" 1 1 N /1.75X14 LVL STRINGERS FOR 84"<L<140"/ w } a •• A35 iiiin o z MST 37 CONT. RIM JOIST E-E BEYOND TOP PLATES 4 w TOP PLATE CONT. RIM JOIST TOP PLATE 'IA WALL STUD STRINGERSI 1 1/2" MIN. LANDING milor/ 1,/ A, chH s e° A II rommmil PROVIDE (4) LTP4 ini ini EACH SIDE OF BEAM PER PLAN BEAM PER PLAN DROPPED BEAM - �j - " Ae W = WIDTH 2" VERIFY I) LJ LJ , (3) STRINGERS FOR W<42" /J/ (4) STRINGERS FOR 42"<W<48"/ / ^u SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4"ELE;A o0N AT WALL SECTION E-E AT WALL ti) 11 TYP. TOP PLATE SPLICE AT DROPPED BEAN 12 TYP. TOP PLATE SPLICE AT DROPPED BEAM 13 NOT USED 14 NOT USED 15 TYPICAL STAIR FRANING • i MANUFACTURED RAIL NOTE: UPPER WALL: SYSTEM AND RE: S1.1 FOR ADDITIONAL BEARING/SHEAR WALL PER Cit CONNECTION DESIGN REQUIREMENTS AT SHEARWALLS UPPER WALL: PLAN AND SCHEDULE SEE ARCHITECTURAL FOR BY OTHERS WALL PLATE NAILING PER BEARING/SHEARWALL PER T 47/- ALL FLASHING DETAILS SCHED. FOR UPPER WALL PLAN AND SCHEDULE ��-/� Mil POST - WRAP PER ARCH. P.E.N. PER UPPER WALL iwr- WALL PLATE NAILING PER FLOOR NAILING PER P.E.N. PER UPPER WALL SCHED. FOR UPPER WALL ; iI 2X LEDGER STRUCTURAL NOTES 6X6 POST WITH ABU66Z P.E.N. PER LOWER WALL O RIM & BLKG. FLOOR NAILING PER REQ. 1 5/8" MIN. BEAM - ALIGN WITH STRUCTURAL NOTES CA M cn 1I 5" MAX. I CENTER OF WOOD POST LSL BLOCKING C� HDR DIAPHRAGM O , . N CONDITION, U.N.O. CD Ce) 6_ _ NAILING r� E Nr rp i i C is III,. ,I� 1 BLOCK FLOOR I I I •■� ;` J LTP4/A35 DIAPHRAGM EDGES PER SW DIAPHRAGM EDGESSCHEDULE11 / BLOcKFLO0R _ `V TRIM RE:ARCH. = \ P.E.N. PER V N ix� i LOWER WALL I BEAM TO POST W/ EPCZ I! \I TJI PER PLAN • O 2)-1/2"0 LAG SCREWS W 2" I POST CAP JOIST �-` BEAM HDR MIN. PENETRATION TO RIM/AT JOIST PER PLAN ® SIM 2X RIM JOIST a/ '(-5 24" O.C. STAGGERED. MAY BE I FLUSHBEAM OR SOLID/TJI `O U '� BORELTSCWDWASHERS.THROUGH I HEADER PER PLAN _+� BLOCKING P.E.N. PER LOWER WALL N c� LOWER WALL: WALL AND CEILING BEAM/HDR © SIM. M 1 SIMPSON DTT1Z ® 4 LOC'S EVENLY 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 INSTALL W/- ' LAG SCREW W/ MIN REQUIREMENTS AT NOTE: PROVIDE WEB PLAN AND SCHEDULE 4" EMBED & (6)SD #9X1-1/2". SHEARWALLS REINFORCING PER JOIST SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" JOISTS PERPENDICULAR 3/4" = 1'-0" MANUFACTURER REQUIREMENTS 16 NOT USED 17 NOT USED 18 TYPICAL DECK DETAILS 19 TYPICAL LOAD TRANSFER DETAIL 20 TYPICAL CANTILEVER FLOOR DETAIL S9 . 0 8d ® 6" O.C. A35 BLOCKING CHORDS TO TRUSS TRUSS TO WALL CONNECTION OPTIONS TRUSS TO WALL CONNECTION OPTIONS CHORDS - ALTERNATE NEAR AND ROOF FRAMING FAR SIDES # OF TRUSS # OF TRUSS PER PLAN 8d © 6" (.131"DIA. X 2.25" MIN.) PLIES CONNECTOR TO TRUSS TO TOP PLATES PLIES CONNECTOR TO TRUSS TO TOP PLATES 0 sJ�. J BLOCKING/DRAG TRUSS 1 H1 (6) 0.131" X 1.5" (4) 0.131" X 2.5" 1 H1 (6) 0.131" X 1.5" (4) 0.131" X 2.5" El - - 250 PLF U.N.O. T�\=_\\ // 1 H2.5A (5) 0.131" X 2.5" (5) 0.131" X 2.5" 1 H2.5A _ (5) 0.131" X 2.5" _ (5) 0.131" X 2.5" - � /, / \\ \ "EAVE PER ARCH. j _ j j j A ROOF TRUSSES 1 SDWC15600 (9) 0.148" X 1.5" (9) 0.148" X 1.5"- - 1 SDWC15600 PER PLAN 2 H10-2 (9) 0.148" X 1.5" (9) 0.148" X 1.5" _ 2X4 BLOCKING / / \ \ } - 143 - �� IL 2 (2) H2.5A (5) 0.131" X 2.5" EA. (5) 0.131" X 2.5" EA. 2 (2) H2.5A (5) 0.131" X 2.5" EA. (5) 0.131" X 2.5" EA. 0a' EA. BRACE - - -/ / \ 2 X 4 BLKG ® 48" W/ 2 U / \ i 2X4 EDGEWISE (2) SDWC15600 - - 2 (2) SDWC15600 - - Z co / \1 i\ (� 24" O.C. ‘III (2) 16d TOENAIL EA. END 3 (3) SDWC15600 - - - - (6) 12d- - - - , / \\ 3 (3) SDWC15600 Z \ GABLE END TRUSS j ROOF FRAMING PER PLAN PROVIDE (2) 2X4 / \ \ - ADD A35 ® 48"O.C. ROOF FRAMING PER PLAN CC CO / \ f 8d AT6" O.C. 0 DIAGONAL BRACE / \ \ A35 FOR H2.5A AND 2X VENTED BLKG. AT 4' O.C.- - -� \\\\ /� 12d 6"® O.C. SDWC ` 8d AT 6" O.C. s �, 0.131" X 3" TOENAIL \ \ / S CONNECTIONS 2X VENTED BLKG. AT 6" O.C. co c(1") : cDc\2 W � - -\ LiI 1 PLATE S :1� II _o_PLATE 1r` r`• I I - 1 W s. i ice_ ' 1 I I Z W FLAT 2X BRACE 12d 0 6" O.C. U I I _ o NOTE: DIAGONAL BRACE REQUIRED PANEL EDGE T.N. OR A35 FRMG SEE SHEARWALL CD WHEN CROSSWALLS ARE GREATER THAN ROTE: NAILING ELEVATION A-A I ANCHOR ® 2'-0" SCHEDULEH2.5A & SDWC156O0 STYLECOMMON/GIRDER TRUSS H2.5A & SDWC156O0 STYLE COMMON/GIRDER TRUSS c-)1) .Lc,;1 8' APART FOR A 2X4 FLAT BRACE I PROVIDE 2X4 DIAGONAL I PROFILE I NAILS / (8) 8d +� BRACE WHEN CROSSWALLS SHEARWALL PER PLAN PER PLAN 10' APART FOR A 2X6 FLAT BRACE I I SEE SHEARWALL A �� U .� 12' APART FOR A 2X8 FLAT BRACE IIRE MORE THAN 12' APART SCHEDULE CONNECT BLOCKING BOTTOM SHEARWALL PER PLAN TRUSS TO WALL CONNECTION TO EACH H1 STYLE z BEARING/SHEAR WALL PER TRUSS TO WALL CONNECTION TO EACH H1 STYLE BEARING/SHEAR WALL PER CHORD TO WALL TOP PLATES AND SCHEDULE o cd PER SHEARWALL SCHEDULE TRUSS PLY PER TABLE ABOVE PLAN AND SCHEDULE TRUSS PLY PER TABLE ABOVE PLAN AND SCHEDULE W +, coo a SCALE: 3/4" = 1'-0" SCALE: 3/4 "= 1'-0" (BEAM/HEADER AT SIMILAR) SCALE: 3/4 "= 1'-0" (BEAM/HEADER AT SIMILAR) SECTION 1 TYPICAL TRUSS BRACING AT END WALLS 2 TYPICAL INTEERIOR SHEARWALL TO TRUSS 3 TYPICAL INTERIOR SHEARWALL TO TRUSS 4 TYPICAL TRUSS TO WALL 5 TYP. RAISED HEEL TRUSS TO WALL 1- ROOF TRUSSES 2x8 FLAT VALLEY ATTACH OVERFRAMING ROOF SHEATHING/DIAPHRAGM SEE 16/S9.1 U PER PLAN ` TO TRUSSES W/(TED 10d PER 7/S9.1 8d ® 6"OC - - PRE-FABRICATED ROOFGT n / \ TRUSS ® 24 OC (TYP.) 1 1 c `sue. 7/- � �jEii ►, 1.1I o STD ROOF TRUSS CLIPS AT wO� ,rll 2x8 RIDGE BEAM * 'I� �, 48" O.C. W/ NAIL IN (2) 12d4.---- ...._...imiiiiip. (ATTACH TO 2x8 SLOTTED HOLE TO ALLOW EA. END VALLEY MEMBERS VERTICAL TRUSS MOVEMENT - W/(4) 8d TN) I ``� ,4 2X4 CO 48" i I611Z. ' o � " 0 Ai% IA: DS DRYWALL STOP Alli 16" \i S AT O.C. TO WALL TOP PLATE \ 0 N N o s �� illr H CD 1( r` FE Q I\ 2,1_ X �� PROVIDE BLOCKED ►� oo '� N 2'x4' OPNG FOR TRUSS HANGER 111 o N HOLD CEILING FASTENERS OM 110111 ATTIC VENTILATION. PER TRUSS MFR. EXT. SHEARWALL 16" +/- BACK FROM WALL TO ALLOW ` CONTINUE ROOF SHEATHING I PER PLAN I w cc / / N TRUSS CHORD MOVEMENT UNDERNEATH OVERFRAMING. / PRE-FABRICATION ROOF _ NONBEARING WALL 2x RAFTER (� 24"OC W/(3) 8d TN ® TRUSS ® 24"OC \ o WALL PERPENDICULAR WALL PARALLEL EA. END (USE 2x4 IF SPAN < 6'-0" NOTE: GT HAS BEEN DESIGNED TO TRANSFER GIRDER TRUSS USE 2x6 IF SPAN > 6'-0"). SCALE: 3/4" = 1'-0" REQUIRED LATERAL LOAD. 00 10° 0 SCALE: 3/4" = 1'-0" o 6 TYPICAL NONBEARING WALL SUPPORT 7 0 TYPICAL OVERFRAMING 8 TYPICAL TRUSS TO GT CONNECTION Q W N 8d AT 6" O.C. NOTE: FIRE AND SOUND RATING 8d AT 6" O.C. NOTE: FIRE AND SOUND RATING _1 r INFORMATION PER ARCH. INFORMATION PER ARCH. GABLE END TRUSS DESIGNED FOR 2X4 W/ (2) 0.131" X 3" NAILS 2X4 W/ (2) 0.131" X 3" GABLE TRUSS: 150 PLF DRAG LOAD APPLIED AT (3) 8d TO BLOCK - TYP. 0o L) TOP CHORD AND TRANSFERRED TO TO EACH TRUSS TYP. NAILS TO EACH TRUSS TYP. 8d AT 6" O.C. DESIGN FOR 150 PLF DRAG LOAD BOTTOM CHORD, U.N.O. ON PLAN A35 CO 10" O.C., TYP. APPLIED AT TOP CHORD AND �' -. I 1 i I I lil - I I I TRANSFERRED TO BOTTOM w CHORD, U.N.O. ON PLAN w } A35 ® 10" O.C., TYP. x v (3) 8d TO BLOCK - TYP. C�� z w TRUSSES PER PLAN 1F 1� PROVIDE 2X10 BOTTOM CHORD AT GABLE TRUSSES tjI '.' - '� OVER PARTY WALLS z , zz I I z S I YA 1 I 1 1 / \ / 7 J OVERFRAMING RE: 7/S9.1 i \ NOT SHOWN FOR CLARITY ,IMV� X X ' Ir ,f Air 416 X CA l,_� 0rA ;. DU HANGER W/ (4) 0.25X3.5 SDS • vl LDIAG BRACE © 8' O.C. W/ (6) TRUSSES PER PLANL DIAG. BRACE ® 8 O.C. W/ TRUSSES PER PLAN SCREWS OVER GYPSUM SHEATHINGCt 0.131" X 3" TO BLOCK (6) 0.131" X 3" TO BLOCK \ 0.131"X3" TOENAIL © 6" O.C. -4.4 DRAG TRUSS - DESIGN FOR 150 0.131"X3" TOENAIL ® 6" O.C, TYP. GABLE END WALL/DRAG TRUSS NOTE: PROVIDE FULL BEARING PLF DRAG LOAD APPLIED AT TOP \ - DESIGN FOR 150 PLF DRAG %---- 0.131 X3 TOENAIL ® 6 O.C. OM WALL PLATE FOR GIRDER ----+ A35 © SPACING PER SW SCHED. CHORD AND TRANSFERRED TO BOTT. PL NAILING PER SW SCHED. LOAD APPLIED AT TOP CHORD TRUSSES FOR LOWER WALL (48"O.C. MIN.) BOTTOM CHORD, U.N.O. ON PLAN FOR LOWER SHEARWALL AND TRANSFERRED TO BOTTOM SHEATHING AND NAILING PER FROM GABLE TRUSS TO TOP PLTS SHEATHING AND NAILING PER CHORD, U.N.O. ON PLAN SHEARWALL SCHED. TYP. SHEATHING AND NAILING PER P.E.N., TYP. SHEARWALL SCHED. TYP. TYPICAL PARALLEL SCALE: 3/4" = 1'-0" SHEARWALL SCHED. TYP. tn 11 TRUSS DETAIL AT STEP 12 TRUSSES AT PARTY WALLS 13 TRUSSES AT PARTYWALL (PERPENDICULAR) I , ct I ct '-' O � 01) cr, , I (24 E ' ° 0 . � a� < ,, ct c...) 0-) , .., ,,, • .p40 < L.---1 p4 ) " '7 0 N Olpl C:) U ct N � 1 0 3/4" FLOOR SHEATHING UNIT 6 THE PURPOSE OF THIS DETAIL IS TO INDICATE TYPES OF LOCATIONS OF WALL, CEILING INSULATED EXT.WALL L UNINSULATED EXT.WALL @ GARAGE in D1 AND FLOOR PENETRATIONS THAT NEED TO BE FIRESTOPPED IN ACCORDANCE WITH ��1 HR WALL BEYOND OVER FLOOR TRUSSES ROOF BELOW CONTINUE R-4 INSULATION WHEN SECTION R302 OF THE 2015 IRC. THE THICK LINES IN THE DETAIL INDICATE A ATTIC SHEAR DIAPHRAGM, WHERE SIDING PER ELEVATION ADJACENT TO INSULATED EXT.WALL PENETRATION BY A PIPE, CONDUIT,VENT, ETC., WHETHER PLASTIC (COMBUSTIBLE) OR OCCURS, SHALL BE PLACED R-4 RIDGED SIDING PER ELEVATION V SEE FRAMING PLANS FOR NON-COMBUSTIBLE. BETWEEN STUDS AND R-4 CONTINUOUS INSULATION INSULATION IN GENERAL THESE PENETRATIONS (OR THE ANNULAR SPACE AROUND THEM) WOULD I I ATTIC CONT. INSUL. STUDS @ 16" OC WRB 0/ WRB 0/ ' W ill ,f_ JOIST SIZE AND SPACING COMPROMISE THE INTEGRITY OF THE FIRE-RATED ASSEMBLY UNLESS IT WERE CLOSED SHEATHING OFF AND PROTECTED DURING A FIRE. SHEATHING i SEPARATION WALLS BETWEEN UNITS ARE FIRE RATED WALLS. WALLS WITHIN UNITS ARE — • i�♦.♦.♦.♦.♦.♦.♦.♦.♦.♦.♦♦.♦♦.�.♦.♦.♦.♦.♦.�:♦.♦.♦.♦.♦.♦.♦.♦. �.♦.♦.♦.♦.♦.♦.♦.♦.♦.♦.♦�♦.♦�♦. NOT RATED WALLS (EVEN THOUGH THEY MAY HAVE RATED WALLBOARD)AND , PARTY THEREFORE PENETRATION OF THE WALLBOARD NEED NOT BE PROTECTED. HOWEVER, — /WALL WOOD ' T I T PENETRATION OF THE TOP AND BOTTOM PLATES OF UNRATED WALLS INTO A RATED FLOOR R-21 I Ca V 2x4 BLKING @ 24" O.C. FLOOR ASSEMBLY NEEDS TO BE FIRESTOPPED. 2 H R A IN:U ATI• R RM c. 4M �_ THE CONTRACTOR SHALL DETERMINE FIRESTOPPING FOR EACH SITUATION, AND TESTED I LATIO J ICe INTERIOR TYPICAL ©� SCREW TO © ASSEMBLIES SHALL BE SUBMITTED TO THE ARCHITECT AND THE CITY IN ACCORDANCE NON-BEARING PENETRATION GWB BLOCKING a WITH THE "DEFERRED SUBMITTALS" SECTION ON THE COVER SHEET. _ WALLS` INDICATION UNIT SEPARATION 1 a PLUMBING OR MECHANICAL EQUIPMENT, DUCTS OR VENTS ARE NOT PERMITTED IN THE _ WOOD I / WALL WOOD .. . 1 r61 1 1 1 6 II 1 ,, N CAVITY OF THE 2-HOUR WALL. ELECTRICAL INSTALLATIONS SHALL BE INSTALLED IN FLOOR FLOOR 2x4 FRAMING I LU ACCORDANCE WITH THE ELECTRICAL CODE. PENETRATION BY ELECTRICAL OUTLET 5/8" GWB BOXES SHALL BE IN ACCORDANCE WITH SECTION R302.4.2 I I I i I EACH SIDE /8" GWB OVER 2x6 STUDS AT 16" O.C. PROVIDE !�5" GWB OVER 2x I > —, CLASS I OR II VAPOR RETARDER ON WARM SIDE STUDS AT 16" O.C.TYP. _ MEANS AND METHODS OF PROVIDING PROTECTION AT OF WALL ASSEMBLY. PVA PRIMER SHALL BE BOTH MEMBRANE AND THROUGH PENETRATIONS WILL BE 25 Central Way, Suite 210 MIMIIIMI DEEMED TO MEET THIS REQIRMENT GIVEN IT Kirkland, Washington 98033 PENETRATIONS INTO SLAB-ON-GRADE NEED NOT BE PROTECTED. I— GARAGE — — GARAGE — PROVIDED BY CONTRACTOR AS A DEFERRED SUBMITTAL. HAS A PERM RATING OF 1.0 OR LESS. P: 425.454.7130 F 425.658.1208 VARIES SEE PLANS SEE DEFERRED SUBMITTAL NOTES ON COVER SHEET. Web: www.milbrandtarch.com SOFFIT UNIT PENETRATION LOCATIONS GARAGE - TO - UNIT WALL EXTERIOR WALL © Copyright 2021 1 1 5 1 Milbrandt Architects, INC., P.S. 1-1/2" = 1'-0" SECTION FOR FIRESTOPPING N.T.S. SECTION 3" = 1' 0'' PLAN 3" = 1' 0" PLAN All rights reserved ROOF TRUSSES 46 AT 24" OC *EXTRA%"TYPE X 1326 REGISTERED PROVIDED FOR ATTIC INSULATION iii iii iii iii iii ai PER PLAN ARCHITECT L L>J ADJACENCY TO UNIT UNIT CANTILEVERED FLOOR. SEE 7/D1. I I I %a"T&G PLYWOOD SUBFLOOR AVID J. VINCENT R��O' T'�U .E� ROOF TRUSSES STATE OF WASHINGTON 2x4 BLOCKING ` ' A 2," o.0 AT 24" O.C. OVER" TJI'S PER FRAMING PLANS AT 24" O.C. � . � . . .•7 . . � . . . ....0 . . .. .. • _ -- — DUCT 11111111111111 r z a FIBER CEMENT SOFFIT O/*(1) LAYER%"TYPE 'X' 6 GWB O/(2) LAYERS 5/8" TYPE 'X' GWB TI- R 9A SCREW TO BLOCKING D1 1 HR-RATED EXTERIOR I S LA I.N M---. c• c..;?..2 L.,--) k I j ) , WHERE FURRED CLG. MEETS :.�\.. ;� COMMON WALL CARRY GWB SEE FRAMING PLANS FOR LOW ROOF --- JAI Y _Y - , ., , CONTINUOUS THRU FRAMING SIZE AND 1 H R. GA File No. RC 2602 1 LAYER OF%" GWB PROVIDE CLASS I - I I — 2 • SPACING OR II VAPOR RETARDER. PVA PRIMER (INSULATE WHEN Base layer 5/8"type X gypsum wallboard applied at right angles to wood roof trusses 24" o.c.with FIBER CEMENT SOFFIT 5 s SHALL BE DEEMED TO MEET THIS (1) LAYER/s" GWB SEPARATING GARAGE (1) LAYER/e 1 a HAS A PERMFROM LIVING SPACE)1%a" Type W or S drywall screws 24" o c REQUIREMENT GIVEN IT OVER ROOF TRUSSES.ADD%" TYPE 'X' GWB Face layer 5/8"type X gypsum wallboard or gypsum veneer base applied at right angles to trussesPLYWOOD &2x FURR STRIPS TO MATCH AT GARAGE ONLY = -- - <� < -- RATING OF 1.0 OR LESS. with 1/8"Type W or S drywall screws 12" o.c. at joints and intermediate trusses and 1%" Type G drywall DEPTH WHEN ADJACENT TO 1-HOUR UNIT / I %" GWB OVER screws 12" o.c. placed 2" back on either side of end joints. CEILING 4 CONCEALED SPACES SHALL 2x4 FRAMING. y J supporting p pp AT UNIT AT EXTERIOR GARAGE OR Joints offset 24"from base layer joints. Wood trusses su ortin /z wood structural panels applied DUCTS PENETRATING FIRE RATED GARAGE CRAWLSPACE D1 BE FIRESTOPPED IN BOTH **NOTE: USE%"TYPE at right angles to trusses with 8d nails. Appropriate roof covering. CEILING SHALL BE MIN. 26-GAUGE STEEL. DIRECTIONS AT 10'-0" ON CENTER 'X' GWB AT GARAGE Ceiling provides one hour fire resistance protection for trusses. LOW ROOF SEE DETAIL 13/D1 '� CO CEILING SOFFIT @ COMMON WALL TYPICAL 1 -HOUR ROOF/CEILING TYPICAL ROOF/CEILING TYPICAL FLOOR a� 18 1 4 10 6 0 1-1/2" = 1'-0' SECTION 1-1/2" = 1'-0' SECTION 11/2" = 1-0" SECTION 1-1/2" = 1'-0" SECTION INSULATION AND ENERGY NOTES %a"T&G PLYWOOD SUBFLOOR OVER NOTE: SHEAR DIAPHRAGM �( TJI JOISTS PER FRAMING PLANS MAY OCCUR ON EITHER PROVIDE A MINIMUM SIDE OF THE WALL OR 5" GWB /// /// /// /// OVER SHEAR PANELS Insulation - General Doors OF 30" HEADROOM Y Y Y YL,J Y Y Y Y Y Y Y Y ON BOTH SIDES. CLEARANCE L,J WHERE INDICATED All insulation materials shall be installed according to the manufacturer's All exterior doors or doors serving as access to an enclosed unheated R- INS L I 5/8" GWB OVER 2x STUDS AT 16" OC. ON SHEAR PLANS instructions to achieve proper densities, and maintain uniform R-values. area shall be weatherstripped to limit leakage around their perimeter when ROOF TRUSS SOLID T — Substantial contact of the insulation with the surface being insulated is in a closed position. BLOCKING S `: required. The thermal transfer characteristics of insulated doors shall be U-value Where required, insulation shall be installed with clearances according 0.24 or better as indicated on the unit plans. to manufacturer's specifications. Insulation shall be installed so that requiredL .o. )_ )L ,C-JL .,.. .) . , /c . . .. ...v,E-J.,. .:A__ i IrAlw ventilation is unobstructed. For blown or poured loose fill insulation clearances shall be maintained through installation of a permanent retainer. Wndows ••'• ' • - ` • ` ` ` ' R32 Glazing U-values for windows and SGD shall be U-value 0.25 or better (2) LAYERS 5/8" ADD (1) LAYER%"TYPE 'X' GWB PER GA as indicated on the unit plans. TYPE 'X' GWB GENERAL EXPLANATORY NOTE 12 WHEN 5 Town h o m es Insulated 9o01S Windows shall screened or be furnished with screened outdoor air inletsfill INSULATION IS ADDED TO ASSEMBLY 5" GWB OVER 2x STUDS AT 16" OC. Floor insulation shall be installed in a permanent manner in substantial as indicated on the Unit Electrical plans. Screening shall protect unit from ill 1 HR. GA FILE NO. FC 5530 Anacortes, contact with the surface being insulated. Insulation supports shall be installed entry by insects, leaves, or other material. Inlets shall have a controllable and 't �,. -- 5 TYPICAL INTERIOR WALL WA so spacing is no more than twenty-four inches on center. secure opening and be capable of a total opening area of not less than — � WEATHERSTRIPPING Base layer/"Type'X' gypsum wallboard applied at right angles to wood I-joists 24"o.c.with 14"Type W or S drywall screws Floors separating conditioned space from unconditioned space shall four (4) square inches and tested bya nationallyrecognized standard or Face aeer/"Type'X'gypsulm wallboard orgypsum veneer base applied at right angles to with 1/' p g p p q g 2/a TRIM Y PP . 9 „ 9 I-joists3" = 1'-0" PLAN have a vapor barrier installed. Vapor barrier shall be installed on the warm approved agency and located to avoid drafts. Type W or Type S drywall screws 12" o.c.at joints and intermediate I-joists and 1% Type G drywall screws side of the insulation. The vapor barrier shall have a oneperm drycups 3" x%" GWB 12"o.c.placed 2" back on either side of end joints. p /$" GWB CLG. Landed Gentry Joints offset 24"from base layer joints. s „ rating or less (i.e. four mil. polyethylene or kraft faced material) The floor Wood I-joists supporting Y2"wood structural panels applied at right angles to joists with 8d nails. TWO LAYERS/s TYPE 'X' GWB OR ONE sheathing may be used as the vapor barrier if rated (and so stamped) at Roof/Ceings: LAYER OF PLYWOOD DIAPHRAGM AND one perm (max.) Otherwise lace vapor barrier on to of joists before Roof/Ceilinginsulation: Open-Blown or poured loose fill insulation may Ceiling provides one hour fire resistance protection for I joists. DOUBLE 2x4 WALL ON SEPARATE ONE LAYER%"TYPE 'X' GWB TO ACHIEVE p p p p p y PLATES WITH STUDS AT 16" OC STC RATING PER CODE placing sheathing. be used in attic spaces where the slope of the ceiling is more than 4 in 12 - Revisions and there is at least 44 inches of clear distance from the top of the ATTIC C ACCESS 1 H R FLOOR/CEILING ASSEMBLY \t No. Date Description bottom chord of the truss or ceiling joist to the underside of the sheathing. INSULATION ACOUSTICAL p /// /// Exterior Wals When eave vents are installed, baffling of the vent openings shall be 1 1114.41,4A. T VA ri rl FITIF All wall insulation shall fill the entire cavity. Exterior wall cavities isolated provided so as to deflect the incoming air above the surface of the 1 1/2" = 1' o" SECTION 1 1/2" = 1' o" SECTION PROVIDE VERTICAL during framing shall be fully insulated to the levels of the surrounding walls. insulation. Baffles shall be rigid material, resistant to wind driven moisture. AND HORIZONTAL DRAFTSTOPS AT 10'-0" All faced insulation shall be face stapled to avoid compression. When feasible, the baffles shall be installed from the top of the outside of MAX. OC. FIBERGLASS Walls separating conditioned space from unconditioned space shall the exterior wall, extending inward, to a point six inches vertically above the INSUL. FIRMLY ril 4.444.4.4t have a vapor barrier installed. Faced batt insulation shall be face stapled. height of noncompressed insulation, and twelve inches vertically above loose ATTACHED. Vapor barrier shall be installed on the warm side of the insulation. fill insulation. Baffles shall be in place at the time of framing inspection. WATERPROOF DECKING OVER `° Exterior wall separating conditioned spaces from unconditioned spaces Where the ventilation space above the insulation is less than an 1/2" &3/4" EXT. GRADE PLYWOOD WATERPROOF DECKING OVER shall have continuous R-4 insulation on the exterior side of the wall. average of twelve inches roof ceiling assemblies shall be provided with a — 5/"ACOUSTICAL vapor barrier having a 0.5 perm cup rating or less. Faced batt insulation _N H H H H H 1/2" &3/4" EXT. GRADE PLYWOOD INSULATION where used as a vapor barrier shall be face stapled. — Ill Fiyil 4 1 II I 1 I II Al Leakage Vapor barriers shall be installed on the warm side of the insulation. ,, These air leakage notes apply to those locations separating outdoor 2x10 JOIST ambient conditions from interior spaces that are heated or mechanically @ 16" O.C. 2x10 JOIST NOTE: CONTINUE OSB SHEATHING Ta s TWO LAYERS/a"TYPE 'X' GWB OR IDNE cooled. @ 16" O.C. THE NEAREST CORNER. LAYER OF PLYWOOD DIAPHRAGM AND Exterior joints around windows and door frames, between wall cavities .... . _ , _ __ . _ __ _Ill ONE LAYER%"TYPE 'X' GWB TO and window or door frames, openings between walls and foundation, - = SOUND STC 59 STC (W-28-69) ACHIEVE STC RATING PER CODE 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 FIBER CEMENT SOFFIT BOARD OVER AID �� WP envelope shall be sealed, caulked, gasketed, or weatherstripped to limit air (2)LAYER%"TYPE 'X' GYP.WALLBOARD ONE LAYER 5/8" TYPE X GYP GARM WALLBOARD No.APPLIED PARALLEL3370 AT RIGHT leakage in a manner approved by the building official. FIBER CEMENT SOFFIT ANGLES TO EACH SIDE OF DOUBLE ROW OF 2X4 WOOD STUDS 16" O.C.ON 1 H R. GA File No. FC5406 OVER FURR STRIPS. MATCH DEPTH SEPARATE PLATES 1"APART WITH 6D COATED NAILS, 1 7/8" LONG, 0.0915" BASE LAYER%" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO 2X10 WOOD WHEN ADJACENT TO 1-HOUR CEILING SHANK, 1/4" HEADS, 7" O.C. Initial Publish Date: 8-20-21 JOISTS 24" O.C.WITH 1%a" TYPE W OR S DRYWALL SCREWS 24" O.C. Water Row Date Plotted: 9-9-21 FACE LAYER%" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT JOINTS STAGGERED 16" ON OPPOSITE SIDES. HORIZONTAL BRACING REQUIRED AT All shower heads and kitchen sink faucets installed in the units shall be ANGLES TO JOISTS WITH 1%" TYPE W OR S DRYWALL SCREWS 12" O.C. AT JOINTS AND 1 2" MID-HEIGHT. (LOAD BEARING) rated at 1.75 GPM or less and all other lavatory faucets shall be rated at 1.0 TYPE G DRYWALL SCREWS 12" O.C. PLACED 2" BACK ON EITHER SIDE OF END JOINTS.JOINTS Job No.: Drawn By: GPM or less. OFFSET 24" FROM BASE LAYER JOINTS.WOOD JOISTS SUPPORTING z" PLYWOOD WITH INSULATION IS ADDED FOR SOUND ATTENUATION AND IS ALLOWED BY THE EXTERIOR GLUE APPLIED AT RIGHT ANGLES TO JOISTS WITH 8D NAILS. CEILING PROVIDES ON FIRE RESISTANCE DESIGN MANUAL, GENERAL EXPLANATORY NOTES, ITEM 10. 21-21 JH/AMS 0 HOUR FIRE RESISTANCE PROTECTION FRO FRAMING, INCLUDING TRUSSES. o 1 -HR RATED DECK FLOOR UNRATED DECK FLOOR TYP. 1 -HR COMMON WALL SheetNo.: zc L,_, 0 12 4 D1 N 1-1/2" = 1' 0" SECTION 1 1/2" = 1' o° SECTION 3" = 1' o° PLAN (7, Sheet Order: ABUFRESD c 4° 4� c CIP.T. PLATE UNIT GARAGE L. - )( 'r in UNIT 4 `3 c3 UNIT P.T. NAILER 2 20A UNIT "x2" MAX. 1 I' D2 20A D1 � 20A 20A D1 Z CONCRETE P.T. NAILER CONCRETE D2 .�\ , 1" AIR D2 D2 w SLAB 2"x2" MAX. SLAB 4 % 4 GAP EXTERIOR ' • • - \ A ,1-——', A ` A SLOPE GRADE Aa ►�� °� ° o •� ,' a a � •I AWAY FROM g � a P.T. LEDGER '��J� BUILDING co •ii,. .<7 1 • IIIII m V ••••• • ••••• • •••••_• A / //. //// ;/// ♦.� �. ..� k 1� 1� �;gal i A 1x8 0 c o o �'•- PAPA"( � l:L�I`• Tr ' T'P Ir TT I Ir Ii P I''� IT 1 F 1 a o i I 1 -1 1 11 1 11 1 1 0l 11 11 11 1 11 1 11 1 1- o III III a ,1 J II - T _� 1 -I 11= =1 I �- i —III \III III= I1\III\ s� a 11 1 1 = if y 1 �• 4" FTG. DRAIN z R 10 RIGID a ° a a a 41111104 INSULATION A 1x8' ////// v'' // /J) / R 10 RIGID INSULATION a a a A A SEE STRUCTURAL --�''' A SEE STRUCTURAL FOR A --�/`' o a WoD 25 Central Way, Suite 210 - FOR FOOTING o FOOTING SIZE AND REBAR Kirkland, Washington 98033 P.T. STRINGER SIZE AND REBAR aP: 425.454.7130 F: 425.658.1208 ♦ Web: www.milbrandtarch.com \ TOP OF STAIR @ GARAGE ( COMMON WALL FTG. UNIT-UNIT TYP. EXTERIOR WALL FOOTING © Copyright2021 9 5 Ci) Milbrandt Architects, INC., P.S. 1-1/2" = 1'-0" SECTION \\ 11/2" = 1'-0" SECTION 11/2" = 1'-0" SECTION All rights reserved 4" 4" (-� I T i C 1 ♦ 4 11326 REGISTERED �// D1 P.T. PLATE \ 1 ARCHITECT P.T. PLATE 1%" FLOOR SIM. D1 SHEATHING 1" AIR FDN.WALL STEPS GARAGE GAP .1 GARAGE GARAGE SEE FDN. PLAN N.................N., cc 11 20B 2 4 2 4 20B 1 2 6 EXTERIOR D J. VINCENT STATE OF WASH NG ON //////////////7///'LL ♦ CONCRETE D2 w D2 20B • a/AJAit° 2 X 12 STRINGERS GARAGE SLAB • CONCRETE D2 SLOPE GRADE z 1X8. AT 12" O.C. a ♦ / GARAGE SLAB LIJL>, A. AWAY FROM 20B \z\ A I aA a a BUILDING A D1 j-)7 a Q ' a �� BOTTOM PLATE I I=I III\I '��d��'U`U�d��L'SUec�Sdv'`�c'!->d `U� )�'U`U �'U`U�d��'U`U' �jb��b�b�b��b�b�b��b�b�` ° a a a ° III ° a a v ° ° a a a ° ° ° a —I 11 1 �.•I 11111111 II 111 1111- a • cL L' • 4 4 L' 4 4 L • 4 A L • 4 4 L 4 L 4 4 4 L .to:.* .• III —III --•.�� •�s� �•�. �•�. �•�. �•�. �•�.� •1 A 1=1 I •I Al 4" FTG. DRAIN z ris, . 11 III III III III III III III I I I I —III = I . A III III III \ = SEE STRUCTURAL A J A I �X �� FOR FOOTING I SIZE AND REBAR 7--�' ''AA SEE STRUCTURAL — �c ,O FOR FOOTING SIZE • WoV v/ a AND REBAR A • • al 1 BOTTOM OF STAIR @ CONC. COMMON WALL FTG . GAR.-GAR. TYP. EXTR. GARAGE WALL FTG . 10 6 2 0 \\ 11/2" = 1'-0" SECTION \ 1-1/2" = 1'-0" 4" 4" SECTION 1 1/2" = 1' o" SECTION UNIT `� f GARAGE 4 I }�A UNIT 20A D1 GARAGE D2 1" AIR 20A i GAP D2 P.T. NAILER CONCRETE ,:$ D1 SLAB \— 2"x2" MAX. CONCRETE P.T. NAILER �� z 4 i z 4 SLAB 2"x2" MAX. — � 20B � 2 — 6 .. PAVING - -, w D2 CONCRETE ' A A � 11 CONC. SLOPE AWAY \ lel GARAGE SLAB A A A �° (♦� ° a a 20B „/j J SLAB �� 4� °, AL ��I/�� A a o D2 GARAGE a ° a a •►�� a > �♦ `SLOB a ° v v�v�v v� v�v v�v�v v '( Z .• .- - - - - - - - R32 a ._. . ._.•. . ._•_. Townhomes Jr 6° w = • i� � i1 � i1ri1 �Q �r 1•� �'� �rR ICI1 �I�R �I III I - _I 11= =1 I I- II— —III— III I , E. MIN. Q -I I I —1 I \ I _ 1I I II I I 1 1cc " > _I r 1 •i I i I 111I 1 \T�\I \ \T�\ ,, Anacortes, o a 0 O�� R-10 RIGID INSULATION I I� —} WA A I R-10 RIGID INSULATION ° a I L i A A a A A SEE S SHEETS FOR T-- ' SEE STRUCTURAL SEE STRUCTURAL FOR __�� Landed Gentry STRUCTURAL FOR FOOTING SIZE FOOTING SIZE AND REBAR a INFORMATION A AND REBAR a a Revisions GARAGE APRON 17 COMMON WALL FTG . UNIT-GAR. 3 SLAB AT UNIT TO GARAGE STEP No. Date Description \\11 3/4" = 1 -0 SECTION \ 11/2" = 1 -0 SECTION 1-1/2 = 1 -0 SECTION 6 MIL VAPOR BARRIER 4" CONCRETE SLAB @ GARAGES GARAGE/PORCH I L. UNIT 0/ R-10 RIDGED INSUL. 0/10 MIL VAPOR I BARRIER O/4" FREE 3'z" CONCRETE D1 DOOR THRESHOLD SLAB O/4" FREE ADD STEPS AS I g D2 SLAB-ON-GRADE DRAINING MATERIAL DRAINING MATERIAL INTERIOR Q 20A 0/COMPACTED FILL O/COMPACTED FILL INTERIOR NEEDED AT I v \ SEE STRUC. a d v CONC. SLAB GARAGE ♦� I ,—__ FOR REINF. A a a s 4 A 20A V I� t A A A Q �a a a a a d 4 D2 CONC. SLAB < o •o A . A c. �� ° o ° �� p �7 �7 � '. \ SLOPE Q P.T. NAILER k1! /••••••_•_•_•_•_•_•_•_•_•••••• 3 2 CONCRETE SLAB v A y a I , �, �, �i��?� ��u�u��u�u �• 6... ,� �� ,� ,� �� ,� ,� �� ,� ` A a ` 2"x2" MAX. ��+�. . ti•. .k.�. .k . . Ri Io•o•o•o•o•o•o•o•o•o•••••_• ••i _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ♦ ♦ • < D � �� • F� F� • • F� • • • -. I�I�I�Ir.1�1�1�1�1�1�1�Ir.1�1�1 SLOPE �li ,• � A •••-•- •• • I�IIIIIIIIIIIIII�i •�•=•�•� . ° o II— —II— —II— zN •t•'•t�- ��, a ��://4.4reti:41ketii•.• - �I \I 1=1 1=1 1=1 1=1 1=111=1 1-1 1=11 I.. 111111 p 1 •.. .O! 11111111111111111111111111111111 I 1L ._ •,0•, ° ,�.� �_ __ = o ►�• W1 III—III—III—III—III—III-11 III-11 111\\III— —III \III = \III \III— —III— _ / 1\I \ =1 1=i • 1=1 I- 111 \I - IIII—III_ 1 -•y -� -� - s = - Initial Publish Date: 8-20-21 r: A B A 1 1 — - 1 r; I1- I1=1I1—I = III —1 —I D2 L `� p �� R 10 RIGID INSULATION Date Plotted: 9-9-21 I FIRM BEARING LIVING UNITS GARAGES & PATIOS THICKEN SLAB TO 6„ SEE S SHEETS FOR SEE STRUCT. FOR FOOTING Job No.: Drawn By: A MINIMUM OF 2" STRUCTURAL INFORMATION BELOW GRADE SIZE AND REINFORCEMENT 21-21 JH/AMS C) o TYP. SLAB-ON-GRADE ON-GRADE PORCH SLAB INTERIOR WALL FOOTING / THRESHOLD AT GARAGE/PORCH Sheet No.: 2 0 12 8 4 0 N \\ 1-1/2" = 1'-0" SECTION 1-1/2" = 1'-0" SECTION 1" = 1'-0" SECTION 1-1/2" = 1'-0" SECTION D2 „, Sheet Order: ABUFRESD FIRE-RETARDANT LET-IN OR HOLD NO OPENINGS WITHIN 4'-0" c_ NO OPENINGS WITHIN 4'-0" c_ c Q TREATED PLYWOOD DOWN TOP CHORD OF COMMON WALL EITHER SIDE F COMMON WALL EITHER SIDE CENTER COMMON WALL x 4" 4" x CENTER COMMON WALL 4" 4" 4' 0" EITHER SIDE OF GABLE TRUSS PER IR R I . . PER IR R . . 1 HR. GA FILE NO. WP 3370 OVER PROPERTY LINE I I OVER PROPERTY LINE N COMMON WALL. 4„ 4„ FOR OUTRIGGERS CENTER COMMON WALL OVER R ROOF SHEATHING One layer%"Type X gypsum wallboard applied c3 4 j �!��1I�l� i VERTICAL TRUSS p g g FLOOR FRAMING parallel or at right angles to each side of double row . 4 D1 i N., w of 2x4 wood studs at 16" o.c. on separate plates 1" PER PLANS D1 �� IA MTL. RAKE W II FIRE-RETARDANT .� MEMBER BEYOND p p �� ipW.9 :CAI FLASHINGLTREATEDPLYWOOD " apart with 6d coated nails 1$" long, 0.0915" shank,%a" 016 I� 'X 2X TRIM SEE 9/D3 FOR 4' 0' EITH ER SIDE 5/8" TYPE 'X' heads, 7" o.c. Stagger joints each side. Horizontal =� % INSULATE FLOOR '!� � W ASSEMBLY bracing required at mid-height. z , z a / 1x3 TRIM OF COMMON WALL 9 qOVER UNHEATED 6 � / DETAILS GYP. SHEATHING END TRUSS WITH �� ai lil ism �� SPACE D1 � 2x8 FASCIA i�illl� • _ _ Nc T EXTEND FIRE PARTITION L J Z 4111 2x LEDGER J TO ROOF SHEATHING ' RIM BOARD > 3 24" O.C. MAX. l i PER PLANS 1 5/8 TYPEIII II I & BLOCKING PER STRUCT U CJ !!!!,reili- 1. r WALL BATT INSUL. _ 1.1111 ....-- �� • RIM BOARD & Ce �OiF 1R .S= END1 W S C I 9 TT FLOOR FRAMINe BLOCKING PERIl I L , ,. Gn • 4' I � , TRUSS IT R 1 _ ' � �'� �0 PER PLANS STRUCT Q 1 C _ z z z z r, / , n\ m 4 4 4 / X /'\ X il J'\ Xz a / OPEN STAIR �>. . 111 _ ; ; , INSULATE FLOOR . :... ,. .. : _ :.. .. , _ ,.�� 2 4 !OOP' 4 � N � FIBER CEMENT SIDING TRU :35 �< I� OVER UNHEATED 1!� ' TYP. ROOF/CLG. 10 �i.� (1) LAYER PER STRUC. ,1 10 TYP. ROOF/CLG. /a" TYPE 'X' GWB SPACE191 10 EXTERIOR S SPACE 5/8" GWB UNIT , CONSTRUCTION D1 �q� ; ! GWB D1 CONSTRUCTION _�. D1 i FIREBLOCKING FIREBLOCKING 1 HOUR ��h11111110111 FIREBLOCKING1 HOUR � ��-.0111111111- _III� 25Central Way, Suite210— 4 FIRE PARTITION 4 �"►''; 1" AIRSPACE FIRE PARTITION 4 _- NO INSUL. AT GARAGE �i�� Kirkland, Washington 98033 1. 0 i P: 425.454.7130 F: 425.658.1208 �,.I: f tl I D1 SIM. COMMON WALL D1 �� I��I�� COMMON WALL D1 �� I ' ;®�� _' Web: www.milbrandtarch.com ROOF AT DECK COMMON WALLICOMMON WALL AT PAR. TRUSSES COMMON WALL AT PERP. TRUSSES COMMON WALL AT FLOOR COMMON WALL AT FLOOR © Copyright2021 1 3 9 5 1 Milbrandt Architects, INC., P.S. 1-1/2" = 1' 0" SECTION 1-1/2"= 1'-0" SECTION 1-1/2''= 1'-0" SECTION 1-1/2'' = 1'-0" SECTION 1-1/2" = 1'-0" SECTION All rights reserved NO OPENINGS WITHIN 4'-0" 1- NO OPENINGS WITHIN 4'-0" CENTER WALL OVER OF COMMON WALL EITHER SIDE/ I /QF COMMON WALL EITHER SIDE COMMON PROPERTY LINE 1326 REGISTERED PER IRC R302.2.2 PER IRC R302.2.2 Q ARCHITECT FIRE-RETARDANT TREATED 1 PLYWOOD 4'-0' EITHER SIDE OF COMMON WALL COMPOSITION SHINGLES OVER#15 STAIR STRINGER �� AVID J. VINCENT ♦`:. FELT OVER ROOF SHEATHING BEYOND ',u- STATE OF WASHINGTON 1� ATTIC `= SEE ROOF PLAN FOR SLOPE I O, jil �1 •IITIN.44 '�� 2x BLOCKING )a" GAP BETWEEN ��0� 1 •f•• STRINGER AND GWB 1,� .�, 1 . IIpI_►�,�� k 1' 4�' ki �IN�, , �� / STRINGER OF NOT I ��I� LESS THE (2) 2x JOISTS II 11... TOP T' S� D _, 44644440, METAL4" NOMINAL THICKNESS illf1e ATEICIS 1�TI•I� PLATE ` EAVE J �` 4 2 4 1 ' -FLASHING sai l 10 �4" 2 4 2 4 , A i 1 HEEL � I 'RAISED UNIT e , � UNIT 11 1'-0" SEE ROOF PLANI 1-HR. COMMON 4 �� I FOR GUTTER WALL ASSEMBLY D1 LOCATION Irroom---all u) EXTERIOR SIM. 4 I ) i ,. —2x8 FASCIA UNIT D1 c� • I 4 [AVE CU AT COMMON WALL STAIR STRINGER AT 1 -HR COMMON WALL a) 14 0 1-1/2" = 1-0" SECTION 1-1/2" = 1-0" SECTION g_ 4° 4 4° 2x4 BLOCK BEHIND k 4„ 4„ x , TUB NAILING FLANGE CENTER COMMON WALL II P I11 CONT.%"TYPE 'X' GWB �i UNIT OVER PROPERTY LINE 4 iI „' VAI _ �le�� NO OPENINGS WITHIN 4'-0" I NO OPENINGS WITHIN 4'-0" I_► , D1 WALL. ASSEMBLY D1 ' �_U.,W PRE INSTALL%" TYPE 'X' GWB OF COMMON WALL EITHER SIDE OF COMMON WALL EITHER SIDE �, 4" 4" 1" CLEAR AIRSPACE ant►: BEHIND TUB/SHOWER. PER IRC R302.2.2 / -\ PER IRC R302.2.2 1" CLEAR 1� 4I� —EXTERIOR GRADE PLYWD. BEHIND rat101,91 AIRSPACE ' �� ' TYP.CENTER WALL OVER ► �2 z Z �. ABOVE TOWER UP HE DRAIN ONLET MINIMUM COMMON PROPERTY LINE ►' FIRE RETARDANT TREATED PLYWOOD � ► 6�6 , Al ` 1� � 4 �' INTERIORWALL FLOOR FRAMING ,i 4' 0" EITHER SIDE OF COMMON WALL. Q _ - — D1 �� PER PLANS- WaI�� __ 1__ 03 . APPROVED W ' END TRUSS WITH III► 6 FIRESTOPPING ' 1 r VERTICALS AT 24" O.C. MAX. UNIT SIM. d: D1 MATERIAL s nr, D1 OVER 4 �II� EXTERIOR 2 12 R32 OVERFRAMING ATTIC FR MING D1 TYP. 4 z 4 Townhomes EXTERIOR 11..'' ,— ` - „, I ,� , 1 I> 1 a Z • �. i. a WALL _ L1 `- FA/ ATTIC , .. . I METAL PIPE — /, :I,��y71 w TYP. INTERIOR Anacortes, /:: %" TYPE 'X' GWB - —� SIDING OVER WALL �� I U ...j 2 4 2 4 . � � zcn WA 1-HOUR RATED z z; /► ar &/ is d ►� ASSEMBLY 4 c. PREFAB ROOF PRE-FAB ROOF c I6\O TRUSSES @ TRUSSES 1'� UNIT UNIT 4 .- Landed Gentry 24" O.C. I ' — @ 24" O.C. ,� - g I,ili - • .5 �; NO PLUMBING IN 8" COMMON WALL I:. Revisions 1. I: •.mFlIII ,: �• 1 -HR COMM. WALL AT BLDG. JOG COMMON WALL @INTERIOR WALLS TUB/SHOWER AT COMMON WALL No. Date Description lir R I Vain lit A 1 11 1" = 1 0° PLAN 1-1/2" = 1'-0" PLAN 1" = 1' o° SECTION . . APE,: AR IC. v/A A A is iii 7 10 4" 4 4" y 4" UNIT 1` UNIT D1 '�, 1 i. '. i. FIREBLOCKING 1 Pit°11 1Illi � 4 �o 2x4 FRAMING AT 16" O.C. 4 TYP. COMMON 1 /:, 1 LAYER CONT.%" TYPE 'X' GWB '411111D1 WALL ASSEMBLY f1. �► /---2x FRAMING AT 16" O.C. PERP.TO COMMON WALL @ CONDITION PARALLEL TO COMMON WALL @ CONDITION F�� : '� FALSE FRAMING OVER UNIT ��Will= ,1 UNIT ; /�1 LAYER%" GWB © I ��I© - D1 `''' 2x4 PLUMBING CAVITY COMMON WALL LOCATION _ U.NO. SEE PLANS 15 ©©©O©© 1-1/2" - 1'-0" SECTION 11 It r `1 6 FLOOR FRAMING 1.11 Nil - y D1 PER PLANS &:•:!:!:.:!:!:•:•:!:!:•:!:!:+:!:!:•:!:!:•:!:!:•:•:!:!:•:!:!):•:!::*:!:•:!:!:+:2:!:•:!:!:•:*:::•:!:!:•:!:!):•:!:!):!:!:•:!:!:+:!:!:•:!S „, ., ,, ,, ,, tr ., , "' "' ' :÷ -, I- - n SEE STRUCTURAL IF BREAK IN 0 TYPICAL L D1 EXTERIOR EXTERIOR WALL'S SILL AND TOP WALL U.N.O. PLATES IS REQUIRED WHERE THEY c. I Initial Publish Date: 8-20-21 CROSS COMMON WALL EXTERIOR CENTERLINE. z z Date Plotted: 9-9-21 SEE STRUCTURAL IF BREAKING OF .... ................::,..:4== 4.....,.......,.:.,....... .,:..,c. .....,....,. . . .,. .. WALL SHEATHING END EDGE r 4 ` Job No.: Drawn By: NAILING ARE REQUIRED WHERE FIREBLOCKING SHEATHING CROSSES COMMON 21-21 JH/AMS WALL CENTERLINE. �` COMMON WALL AT EXTERIOR WALL 4 PLUMBING WALL AT COMMON WALL o SheetNo.: 1_, 12 N0 D3 1-1/2" = 1'-0" PLAN 1" = 1'-0° SECTION „, Sheet Order: ABUFRESD • COMPOSITION SHINGLES BEVEL TOP AND % 1 •-• CI N COMPOSITION SHINGLES ♦ TOP W.R.B. SHALL OVER#15 FELT OVER ROOF OVER#15 FELT OVER ROOF BOTTOM OF BELLY I LAP OVER HORIZ. TRIM SHEATHING SHEATHING SEE ROOF PLAN BAND 10 DEGREES • �� I EXTEROR WALL —i ii'� . INSULATION BAFFLE FOR SLOPE ♦� METAL FLASHING •_ • Z SEE ROOF PLAN ��♦ I EXTEROR WALL —�'. 1 V INSULATION BAFFLE FOR SLOPE �� • D1 12 VENT BLOCK WITH 2 6 �� 1 • W 12 VENT BLOCK WITH (3) zo (3) 2"O SCREENED • �� ' W.R.B. D1 y: — DAli 2"0 SCREENED VENTS > a - .. �_: ♦� / 2x10 TRIM VENTS 11, �" ♦♦ FIN. FL. 2 � T � � li � � � r _- ♦♦ PER ELEVATIONS m • METAL EAVE ♦ ar ar oio ao T a z i L••,..1.....„ . 'I L' FLASHING i♦ I I ••'.� 'I L' II It, �' 'S ' BLOCKING FOR ') 1 ,' . , ', I . /4 - z_ " .`T : I S LA 1• 17 iii NAILING FLASHING t i�� METAL WALL TO ��'� ♦ ROOF FLASHING R 21 WALL Ca U D o z 6 COMPOSITIONW.dilat INSULATION AT RIM D 1 1 � / ♦ SHINGLES OVER#15 ► Ce — r METAL �<'�' ` ♦♦ �:� • iia _` J . EAVE (110) © -- ALIGN WITH ADJACENT FELT OVER ROOF 12 LSL RIM10 2 6 FLASHING SEE ROOF �♦ TRIM AT CANTILEVERED SHEATHING 6 •':� 0 w o o Q D1 1 PLAN FOR �� FLOOR, VERIFY ON INSULATION // BEAM PER D1 GUTTER • ♦♦ ELEVATIONS , •*R-10 MIN. SEE ROOF PLAN RIGID INSULATION FRAMING PLAN / y; / ♦♦ BAFFLE , FOR GUTTER PER PLAN LOCATION ♦� PER PLAN LOCATION TYPICAL EXTERIOR WALL •� �♦ • 2• 6 ♦ , • 2 =\6 `. TYPICAL EXTERIOR WALLel •I ••� I EXTERIOR WALL 6 1 • ♦� SHEATHING , • ,, T�o 2x8 FASCIA D1 • i♦ /� D1 25 Central Way, Suite 210 t ♦♦ SIDING PER ELEVATIONS MANUF. ROOF • NOTE: FLOOR Y� ' 2x8 FASCIA ♦i INSTALL PER MANUF. TRUSSES @ 24" O.C. FRAMING PER I c Kirkland, Washington 98033 ♦ J P: 425.454.7130 F: 425.658.1208 _�__ n ♦♦ IOppPY T- 7" 7" 4 PLANS Web: www.milbrandtarch.com TYPICAL [AVE@WINDOW TYPICAL [AVEBELLY BAND Fl I 2 (i \ WALL/FLOOR DETAIL © Copyright2021 1713 9 Y Y Y Y Y Y Milbrandt Architects, INC., P.S. ,• '.' All rights reserved 1 1/2" = 1' o" SECTION 1 1/2" = 1' o" SECTION \ 3" = 1' o" SECTION 1 1/2" = 1' 0" SECTION c� t2, COMPOSITION SHINGLES 1* PER ROOF PLAN COMPOSITION ROOFING / ? 11326 REGISTERED OVER#15 FELT OVER ROOF OVER ROOF SHEATHING ;:; �' ' 2 ARCHITECT SHEATHING o SEE ROOF PLAN RAKE FLASHING ,,, ,,, ,,, ,/ ,, ,, I �_ INSULATION BAFFLE FOR SLOPE / k, IL �\ /1 ./7.I .� !� 1 %� 1� / .)\ / J\° l �. .. �_� 1 .k k. \\\ 12 SOLID BLOCKING 1x3 TRIM - / LET-IN OR HOLD UNIT 10 LEDGER PER AVID J. VINCENT \;_ WHEN • DOWN TOP CHORD D1 STRUCT. 6 STATE OF WASHINGTON z \/ OF GABLE TRUSS FOR FB PER STRUCT. D1 i= PERPENDICULAR " a OUTRIGGERS O ? AND < 3' FROM Ft %4x8 TRIM CO z I L tt 'I L i ' METAL EAVE .11 '.S .- FLASHING END TRUSS ROOF WALL/FLOOR DETAIL w II T I S ,LA 1•I 1 I fiN, 2x OUTRIGGERS5 6 _ AT 24 O.C. O z� EXTEND BACK TO 1-1/2" = 1'-0" SECTION 10 K NEXT TRUSS L SE FI L D1 ( SEE ROOF — N-ULA • I 1 PLAN FOR '�" D1 / GUTTER z 6) y; PER PLAN LOCATION TYPICAL EXTERIOR WALL �� 10 1� 0. D1 2x8 FASCIA D1 ° v/• .� 18 iz.SOLID BLOCKED EAVE GABLE RAKE DETAIL a 1-1/2" = 1'-0" SECTION 1-1/2" = 1'-0" SECTION EXTEROR WALL —i Q \ METAL 1 c J WALL TO D1 ROOF VENT BLOCK WITH (3) 2"0 SCREENED -� FLASHING COMPOSITIO �® VENTS. USE SOLID BLOCKING AT EAVES �� SHINGLES OVER PARALLEL TO R IF SAID EAVES ARE LESS INTERIOR �♦ :e #15 FELT OVER THAN 5'-0" FROM THE R FULLY INSULATE ♦� COMPOSITION SHINGLES ®'� ROOF SHEATHING 12K" FORsLo:E SEE ROOF PLANS CORNER � OVER#15 FELT OVER ROOF 12 ' ♦� /� RAISED HEEL i ♦ SHEATHING 6 TRUSSES AT SOLID 2x METAL STUDS @ J � VENT BLOCK 16" OC 2x NAILER ♦ WITH (3) 2"0 24" O.C. BLOCK TRUSS • FLASHING ;i • s. 6 �i SCREENED VENTS •',- COMPOSITION SHINGLES �♦ / r z SEE ROOF �___ SEE ROOF PLAN " ¢ OVER#15 FELT OVER ROOFIf _ w a PLAN FOR SHEATHING FOR SLOPE 2 ♦ MTL = GUTTER ♦♦ FLASHING :::: o N , LOCATION R 21 �♦ \ • R32 _ w--- — N -- J = 12T E''M'aL I S L'TI•N z 6 TOWfI�'101'1'le$ '� Y Y Y�TTI I SL�LA I V 111 _ ` ✓ \ J /� • f\ ♦ ` 6 SO 6 ♦i LEDGER PER • i♦ STRUCT. / 2x8 FASCIA /// /// /// /// _1_,♦� Anacolrtes (710 6 METAL EAVE ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦ ♦♦♦♦♦♦��♦♦♦♦♦♦♦♦♦�♦♦♦♦♦♦ ♦i♦ / WA D1� 2x4 FLASHING ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦o♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦ / 2x8 FASCIA 1 FRAMING _ @24" W.R.B. Landed Gentry TYPICAL D1 O C EXTERIOR * SECOND LAYER W.R.B. EXTERIOR o PER PLAN / SEES SHEETS FOR WALL ( / �.. TRUSS BLOCKING / ® AT CORNER TYP. z 6 CONNECTION — %4x4 CORNER TRIM z 6 L GARAGE 6 Revisions FB PER D1 EAVE WITH RAISED HEEL ROOF TRUSSES @24" O.C. PER PLAN / TYPICAL OUTSIDE CORNER p 1 7 STRUCT. No. Date Description \ 1 1/2" = 1' o" SECTION 44 \ 3" = 1' o" PLAN cJ i PER PLANS 2x8 FASCIA c LOW ROOF WALL/FLOOR EXTERIOR DETAIL @GARAGE W.R.B. 3 DECORATIVE 2x2 INSIDE CORNER TRIM 1-1/2" = 1'-0" SECTION BRACKET, _ _C_ •• SEE 19/D7 SECOND LAYER W.R.B. AT cJ .:• CORNER TYP. / G B DT US iiii 2 _ — 1 t 2 2 S N ► A x x_/,TTftS LA ION / R 1 T E MA I S L 10 10 z 66 , f' \` itx. Initial Publish Date: 8-20-21 D1 1 �_ 111 6 6 Date Plotted: 9-9-21 D1 _ FULLY INSULATE CORNER Job No.: Drawn By: /''' STUDS @ 21-21 JH/AMS TYPICAL EXTERIOR WALL • 2x NAILER INTERIOR 16" OC x. o Sheet No.: zc EAVE AT CLIPPED GABLE TYPICAL INSIDE CORNER 1_, Cl 6 8 D4 1-1/2" = 1'-0" SECTION \ 3" - 1'-0" PLAN N Sheet Order: ABUFRESD I- 1"e 7 ir%� Q �✓ ,r CONNECTIONS PER c; iii ii%ii%'iif5 ?�i�� 8' STRUCTURAL %"TYPE "X" GWB 1%" FLOOR AT EA. IDCSE LDING 1 FLOOR SHEATHING Z ( SHEATHING ®_®__mm• Nli V 2 X 12 STRINGERS AT 12" O.C.- /00%!;i iW) N W T ',/ '0%% %%0% %%0%;� DOOR LEAF ''/ 2x12 STRINGERS • CJ WOOD SHIM )2 SILL OVERLAP 16 T AT 12" O.C. AS REQUIRED 2Ce • D1 1x8 6 1X8 ` DOOR FRAME /i, D1 r=� SEALANT1x SILLI FURR DOW ,- 2x BLOCKING ' 2x STUD PERcci FURR DOWN CEILING ,',% I� 2 2 AND PROVIDER 8\ ;, I 0 2%4" WALL TYPE �8" GWB 5 WINDOW FLASHING V AND PROVIDE R-38 ` ` ` 3 D1 �. SYSTEM INSUL. OVER UNHEATED INSUL.\ \� � �; LL D1 SEALANT _ J °C -, OVER UNHEATED ,;;; BACKER ROD SPACES. SPACES. , „ Q .-,::NNN, Ai \�� \ T • ��CASE MOLDING 2 6 �� &SEALANT AT EA. SIDE _ \.� \\�`. ° S � N -��i 2x WOOD TRIM ° f t (AS SHOWN ON NN ,4 /�, /i. -�/ — SHIM AS REQUIRED ,r, ilm ,I. N. /'��/ I x\1 ° I II ELEVATIONS) Mrn 6 6 6 6 n— BEAM PER STRUCTURAL DOOR FRAME 1 FLEXIBLE MEMBRANE 111 ill SEE UNIT STAIR - ° III PLAN FOR TREAD SEE UNIT STAIR ' .."" "' � - DOOR LEAF D1 FLASHING 0. I WINDOW FLASHING Pir ---i�iD�iD�i•1,®•� - •] Suite 210 AND RISER DIMENSIONS (1) LAYER PLANS FOR RISER (1) .0 I ®�►w®►w®►w®►w®►�► 25 Central Way, LAYER ,, SYSTEM � Kirkland, Washington 98033 � %8" GWB AND TREAD " GWB • I All P: 425.454.7130 F: 425.658.1208 DIMENSIONS. ci I W.R.B TYP. BACKER-ROD Web: www.milbrandtarch.com I \ / INSUL. t�- I SIDING INSTALL PER & SEALANT, TYP. JAMB 2x6 WOOD TRIM c Copyright 2021 BOTTOM OF STAIR @LANDINGBOTTOM OF STAIR INTERIOR DOOR HEAD & JAMB I MFR REQUIREMENTS O o 1713 9 Milbrandt Architects, INC., P.S. 1 1/2" = 1'-0" SECTION �� CO 1 All rights reserved 1-1/2" = 1'-0" SECTION �� 3" = 1'-0' SECTION /" SILL OVERLAP 16 6 A SILL 1" D4 "f ' D1 1 r-1x SILL UNIT ir��ii %%1 m D1 C lO' SIDINGINSTALL1326 REGISTERED ARCHITECT �i, r , r,,,r ,r i A� UNIT D SEE FRAMING PER MFR. REQ. FLOOR SHEATHING SEALANT PLANS FOR �� I 1 1/8" FLOOR SHEATHING cc / • EXTERIOR TRIM AT 2 2 HEADER SIZE - — 1 GARAGE DOOR JAMB 1 = FAO, �� '': WINDOW �/ / / �� AVID J. VINCENT 0 , %0i!3•0% SECTIONAL OVERHEAD 2" RIGID . STATE OF WASHINGTON r� INSULATION / 4 ,14,44: FLASHING�priStriffitaard I-' T DOOR TRACK AT SIDES ♦ I SYSTEM 1X8. T 1X8. \/ r� OF OPENING INS • P �� '�/ 14 WINDOW �' ,'-- 2 x 12 STRINGERS �,2 X 12 STRINGERS ' x ' y6 6I` '♦ J ' AT 12" O.C. / 'p _ AT 12" O.C. ' EXTERIOR 5/" WOOD TRIM /// .�� '' ��.A FLASHING 1 � i i'T ��/r�i%�i%�i%%�i% � ``�\ \\� i,/,' WINDOW - .. . ` -r c __5Ar 1�.:' ffinfrAWASSIE TRIM ` �� % \\ SEE DETAIL� y'� FOR GARAGE SLAB 2 AND1 � � TYP. (AS WOODHOWN �� FURR DOWN CEILING / 1 �� AT AND PROVIDER 38 AND APRON SIDING INSTALL /4 GAP �,�� ELEVATIONS) 4 u, INSUL. OVER FURR DOWN CEILING ' UNHEATED SPACES. %� SLOPE PER MFR �I �� (1) LAYER AND PROVIDER 38 REQUIREMENTS- WRAP GWB ®®��S- ' ' s „ INSUL. OVER 0 0 B SEALANT @ WINDOW Wd /s GWB (1) LAYER UNHEATED SPACES. V 2x TRIM 2x WOOD TRIM HEAD & s (@ ADJ. JAMB TYP. _ /s GWB (AS SHOWN PER LI CONNECTIONS SEE UNIT STAIR • WINDOW)IL ELEVATIONS) MIN. 10° • PER PLAN FOR TREAD SEE UNIT STAIR BACKER ROD &SEALANT SEALANT SLOPE STRUCTURAL AND RISER DIMENSIONS PLANS FOR RISER NOTE: FLOOR CONNECTIONS A MIN. GAP SHOWN (BD IAMB • AND TREAD FRAMING PER PER III III SEE MFR INSTALLATION INSTRUCTIONS D HEAD -�DIMENSIONS. PLANS STRUCTURAL 1� - REPRESENTATIVE ELEVATION ■— TOP OF STAIR @LANDING TOP OF STAIR DETAIL @ GARAGE DOOR THRESHOLD - WINDOW DETAILS w 114 10 6 0 1 1/2 = 1 0 SECTION 1-1/2 = 1 -0 SECTION 3 = 1 o SECTION 3 = 1 0 T INTERIOR C3 r• EXTERIOR i • c, ,,r,,�r,,ri,,r�Xcr 1.,* 1" 1 1Ys" FLOOR y�,,E �,'� 2 6 ; �i W.R.B. SHEATHING UNIT 1" 1 SIDING - SEE ELEVATIONS i%%0 ii// 2 X 12 STRINGERS EXTERIOR 0 li -� SEE STRUCTURAL :11 FOR TYPE AT 12" O.C. D1 FOR HEADER SIZE SLOPE 'I I 1X8. 2 X 12 STRINGERS ° 2D2 AT 12" O.C. l , ':- �`;`c \ 10 MIN. I � tea" MIN. GAP . � . v 2x12 P.T. �`�` (1) LAYER 5/s" GWB BOTTOM PLATE 1X8 I �\�\ ``yam ,--2_.- d o �a a d 1%" FLOOR SHEATHING j� , i;�' i METAL FLASHING R32 d d d c a 4 / ''' GARAGE Townhomes d dp _ '" a d ..►d�117111�Y1liYJSJIYJ. / '/' loy` (-- d d 7 2X6 TRIM SEE UNIT STAIR ,, i ---ir : i Anacortes, PLANS FOR RISER .��`� PROVIDE2x FURRING ��i I /2 GWB (MIN.) 1 BENEATH STRINGERS HEAD Im• I�� WA AND TREAD ��c`:� TO ACCOMMODATE % j A DIMENSIONS. © `\ �� FLASHING ,//,i'; SHIM AS NEEDED j� R 38 INSUL. �I 1 DOOR FRAME II/ o o o o © OVER UNHEATED / `; 2X6 EXTERIOR TRIM - Atiwswg 1,, SPACES. r�� II,� HEADER PER IIIIII III III III III III IN-SWINGING Landed Gentry i i l III 1 1 I _ 1 1 _ - 1 1 I I (1) LAYER �I� STRUCT. DOOR SEALANT PER DOOR MFR SEE UNIT STAIR PLANS FOR ��I %" TYPE X GWB TWAI INSTALLATION REQUIREMENTS @ GARAGE 2X HEAD TRIM � I �� RISER AND TREAD DIMENSIONS. R-21 INSUL. @ GARAGE Revisions BOTTOM OF STAIR STAIR DETAIL - TYP. GARAGE HEADER 19 1 7 3-\ EXTERIOR DOOR HEAD No. Date Description 1-1/2" = 1-0" SECTION 1-1/2" = 1-0" SECTION 1-1/2" = 1-0" SECTION 3" = 1-0° SECTION PROVIDE BLOCKING FOR 10" TRIM AND SIDING 3/4"T&G PLYWOOD SUBFLOOR INTERIOR OVER 2X FLOOR FRAMING INTERIOR @ 16" O.C. U.N.O. 1 / / I FOUNDATION OPENING 11.1= A 5/" GWB 8 rir rr rir rir rir \t„ rir rir rir rr rir DOOR SIZE 2 2 • 1r /4 COUNTER TOP 2 2 2 OVERHEAD DOOR i PROVIDE :1 dr SYSTEM BLOCKING FOR CORBELS TRIM AND SIDING Itiiii ' FLASHING SYSTEM 1 —=—=.—v ..= -z=t i Aililii6 Arfr FLASHING SYSTEM 1IAi. \\\ \\\ ,I \\\ -I\ —=—_-_ - -- FINISHED CABINET PANEL 2X TRIM ___ ��'�'��'+�� SEALANT PER MFR �� ' = , s R REQUIREMENTS REMENINSTALLATIOTS N �� SIDING SEE ELEV. SIDING, SEE ELEV.7 SHIM REQUIRE PER MENTS /8 CEILING GWB FOR TYPE, INSTALL PER FOR TYPE Initial Publish Date: 8-20-21 FR INTERIOR 2x6 EXTERIOR TRIM FLASH NQG SYSTEMTS FLASHING SYSTEM SEALANT PER MFR Date Plotted: 9-9-21 INSTALLATION SEALANT PER SIDING EXTERIOR REQUIREMENTS Job No.: Drawn By: SEALANT PER MFR - 2X 6 TRIM INSTALLATION R MIONNS MFR INSTALLATION 21-21 JH/AMS REQUIREMENTS REQUIREMENTS o KITCHEN COUNTER s\ INTERMEDIATE STAIR LANDING \ EXTERIOR DOOR JAMB Sheet No.: L, 20 1 6 8 GARAGE DOOR JAMB Q_4___. 0 N 1 1/2" = 1 o° SECTION 1-1/2" = 1'-0° SECTION 1 v2° = 1 o° PLAN 3" = 1 o° SECTION D 5 Sheet Order: ABUFRESD MTL WALL COMPOSITION TO ROOF 1 i'� ', SHINGLES OVER FLASHING 1 it--��I 0 0 \. #15 FELT OVER �; COMPOSITION SHINGLES COMPOSITION SHINGLES I' 1 _1 D1 OVER#15 FELT OVER OVER#15 FELT OVER ROOF SHEATHING 1 Ie ROOF SHEATHING ROOF SHEATHING V �' Q W 1 ! HEADER PER 2 6 ;� I 4 1 COMPOSITION SHINGLES COLUMN , COLUMN , � 9rM OVER#15 FELT OVER STRUCTURAL \ ' — ROOF SHEATHING PER PLANS ;,� PER PLANS � GWB —_ 11 ss� Ce l �1 c ,✓ 12 VENT BLOCK 12 1 R-10 W.R.B. (TYP.) SEE DETAIL 17/14 ' COL-MN ,,� / � W/(3) 2" DIA. ��,� cci INSULATION SOLID BLOCKING / SCREENED VENTS V J &3/18 FOR INSTALLATION 01110,--___„„mikl PER PLANS ;.� —METALS FIRE BLOCK —METALCe �� FIRE BLOCK :i�:� ,� FLASHING FLASHING / VENT BLOCK 12 ; % MANUF. ROOF +8' 1"ABOVE MANUF. ROOF +8'-1" ABOVE / W/(3) 2" DIA. ro � TRUSSES @ 24" O.C. INTERIOR F.F. \� TRUSSES @ 24" O.C. INTERIOR F.F. Q h 11101 I �`•' SCREENED VENTS r ` METAL FLASHING 11 — FIRE BLOCK >�l - A 2 a(--- - —METAL /� _ — 0\ %ax EXTERIOR TRIM MANUF. ROOF FLASHING 2 Z Z �`� MANUF. ROOF +8'-1" ABOVESEALANT �� , TRUSSES @ 24" O.C. �, �` / 14 / /� 10 �� SEALANT AND BACKER ROD ��a\�� TRUSSES @ 24" O.C. INTERIOR F.F. li —1' / / a ,4\ D1 / /�� 4 \ D1 PER MFR INSTALLATION Oi —� PROVIDE 2x8 BLOCKING ❖• I 6 SIM. \ z a z / �\ ❖ �` FIBER CEMENT SOFFIT FIBER CEMENT SOFFIT (FOR DRAPERY) EACH REQUIREMENTS ,.,. D1 � _ \ �� Suite 210 SIDE OF HEAD AT LIVING VINYL SLIDING GLASS DOOR z .`i1 / z z OVER/"TYPE 'XS GYP. / OVER 3/" PLYWOOD 25 Central Way, ROOM WINDOW _� a a a 10 , ; OVER (2) LAYER/ TYPE 'X' GYP. OVER 2x FURR STRIPS Kirkland, Washington 98033 J PER PLANS PER PLANS P: 425.454.7130 F: 425.658.1208 c J w ' 111111 ' ; D1 / i - 7 ��_ Web: www.milbrandtarch.com LEDGER PER '` WO (j:37 2 FIBER CEMENT SOFFIT 5 �' `� BEAM PER& POST SLIDING PATIO DOOR HEAD STRUCTURAL _ �1 OVER%" PLYWOOD /ax10 TRIM BEAM PER& POST %ax10 TRIM \ CAP PER FRAMING c Copyright 2021 !Ili OVER 2x FURR STRIPS METAL GUTTER CAP PER FRAMING METAL GUTTER PLANS Milbran�dt Aritcts, INC., P.S. 17 HANGER PER „ PER PLANS - � ,`\ � � � All rights reserved 3" = 1'-0" SECTION STRUCTURAL ° - — T———— OVER 2x8 PLANS OVER 2x8 g FASCIA '� FASCIA ,� I BEAM PER & POST° ill . •, %4x10 TRIM i CAP PER FRAMING I • 4x4 POST SHEATHING ° F F F METAL GUTTER PLANS 2x8 TRIM I 2x8 •TRIM WI M Mr z 6 OVER 2x8 I • 2x4 FRAMING REGISTERED PROVIDE BLOCKING FOR 1326 FASCIA • ' I %" TYPE 'X' GYP. ARCHITECT TRIM AND SIDING ..`�� HARDIPANEL HARDIPANEL PER PLANS P'"�,,� • I 6x6 POST GWB �! SMOOTH • 2x4 FRAMING SMOOTH � � COLUMN •1 I ♦ II BEYOND • I �J I L I CJ AVID J. VINCENT SEALANT FIBER CEMENT SOFFIT OVER 5 1 ,,, — STATE OF WASHINGTON 2 2/7 s /ax3 TRIM 1 — 1 /" PLYWOOD OVER 2x � , FURR STRIPS ' !��' TOP SCTION TOP SCTION ,_ n 71: , UNRATED RATED PORCH CEILING q UNRATED ROOF EAVE AT PORCH r___�___ __1__ '' 13 ✓ „ = • t ' -• ;" 1 %" x 1%" CORNER TRIM — 2 Y" x 1%" CORNER TRIM 6 6 / \ /// /// _ ! /// �� / 1 1/2' = 1' 0' \ 1 1/21 -0 z 4 2 a I TYP. ALL CORNERS ��I TYP. ALL CORNERS __= w I i I %" TYPE 'X' GYP. w ` _,, 1 Y2" PLYWOOD SHEATHING i 1\ COMPOSITION SHINGLES ace i /// MTL WALL OVER#15 FELT OVER co z a L HARDIPANEL "SMOOTH" co- 0, 1 �� HARDIPANEL "SMOOTH" W.SHIM, PER DOOR COMPOSITION TO ROOF 1 �I' • ROOF SHEATHING N z I 1 MFRS REQUIREMENTS SHINGLES OVER FLASHING 4 4 N FLASHING SYSTEM #15 FELT OVER 1 :11` �1 0 ;O .— SEEI DETAIL 17/14& SEALANT AND BACKER ROD ROOF SHEATHING 1 '•`I— D1 COLUMN L -- I --J-- 3/18 PER DOOR MFR INSTALLATION 1 SEALANT PER SIDING REQUIREMENTS ` -�1I PER PLANS i Sii r►1I ,;� TOP PLA SECTION TOP PLA SECTION MFR INSTALLATION 2x EXTERIOR TRIM (TYP.) % 171111 —.11 VENT BLOCK 12 REQUIREMENTS W/(3) 2" DIA. ,,� � SCREENED VENTS /% F� USE P.T. PLYWOOD �� • � FIRE BLOCK HARDIPANEL "SMOOTH" SHEATHING IN LOWERHARDIPANEL "SMOOTH" / —�!, —METAL /� pp- • I BUILDING PAPER LAPS PORTION OF COLUMN I BUILDING PAPER LAPS mW FLASHING '- IV I SLIDING PATIO DOOR JAMB MANUF. ROOF +8'-1"ABOVE OVER MTL. FLASHING FRAMING OVER MTL. FLASHING 1 g \ TRUSSES @ 24" O.C. INTERIOR F.F. I MTL. FLASHING ON TOP 1 MTL. FLASHING ON TOP Q 3" = 1' o" SECTION ` I / 1 - T CONT. BEAD OF CAULK • / CONT. BEAD OF CAULK X1' G TYPE I �� HOLD HARDIPANELY2" I I �� HOLD HARDIPANELI/z" FifirMAl'i` 111 __ \ 144UP FROM FLASHINGZUP FROM FLASHING ' / a �\ D1 SLOPED 2x6 CAP TRIM • a FIBER CEMENT SOFFIT MANUF. ROOF7 3 , F\ OVER%" TYPE 'X' GYP. i • ` 2x4 FRAMING SLOPED 2x6 CAP TRIM zTRUSSES @ 24 O.C. 1 t 11 ill / "" = OVER (2) LAYER%"TYPE 'X' dPER PLANS — - .• FIBER CEMENT LAPQAl, 7 _ — — GYP. SIDING • 2X4 FRAMING T—— D1 BEAM PER& POST CAP M .— 2X4 FRAMING M • FIBER CEMENT LAP 2 — 6 I %ax10 TRIM • s SIDING isPER FRAMING PLANS / TYPE 'X' GYP. • 2X4 FRAMING METAL GUTTER III If OVER 2x8 •• Y2" P.T. PYWOOD o� LEDGER PER I :L C IN FASCIA i SHEATHING • Y2" P.T. PLYWOOD STRUCTURAL SHEATHING HANGER PERCOLUMN STRUCTURAL try.•,, BEYOND • R32 uC c MIDDLE SECTION MIDDLE SECTION Townhomes i o %x4 "" RI %x4 Anacortes, i IF/ a a TRIM © �, a TRIM%ax3 TRIM 1 " - _ C %ax3 TRIMPERPLANS 1 HR RATED COLUMN AT PORCH litill WA 1 1 I �� Y2" P.T. PLYWOOD I Y2" P.T. PLYWOOD 1 �� 1 1/2" 1'-0" a ISHEATHING cc ' __�� I SHEATHING FIBER CEMENT SOFFIT 5 0 %" TYPE 'X' GYP. _. D MI I L FIBER CEMENT LAP Landed Gentr/ax3 TRIM c7 — a y OVER%" TYPE 'X' GYP. 1 �, I �' rAlk �, I © '' I SIDING OVER (2) LAYER%"TYPE 'X' 1c3 1St FIIBER EMENT LAP MA I GYP. 11�� '��" Revisions RAKE FLASHING "" _ , �!�_ .. �,,I 1 -H R RATED PORCH CEILING PER ROOF PLAN f COMPOSITION ROOFING r�ii I �/ - agm 1 OVER ROOF SHEATHING T No. Date Description 1-1/2" = 1-0" MIDDLE PLAN SECTION MIDDLE PLAN SECTION LET-IN OR HOLD S- 1x35TRIM i DOWN TOP CHORD • • FIBER CEMENT LAP SIDING 1-FIBER CEMENT LAP SIDING —RAKE FLASHING / O//ax8 _ OF GABLE TRUSS FOR_ P.T. FRAMING P.T. FRAMING TRIM 1 OUTRIGGERS REQUIRED FOR • / • •" P.T. PLYWOOD REQUIRED FOR /" P.T. PLYWOOD 1x3 TRIM 1 1 WOOD FRAMING SHEATHING WOOD FRAMING SHEATHING O/%4x8 COMPOSITION ROOFING �� WITHIN 2" OF %"TYPE 'X' GYP. WITHIN 2" OF TRIM OVER ROOF SHEATHING �� CONCRETE SLAB I . • CONCRETE SLAB 2x OUTRIGGERS I ' END TRUSS 6x6 POST • 2x4 FRAMING +8'-1"ABOVE • T AT 24" O.C. I7 2x4 FRAMING STRUCT.POST BASE PER 1 EXTEND BACK TO I INTERIOR F.F. POST BASE PER I NEXT TRUSS ,� - �, T z a z a ^ --,- �., 3%2" EDGE OF i STRUCT. 3 2" EDGE OF • 2x4 FRAMING ` A LET IN OR HOLD DOWN SIDING PER2x4 FRAMING TOP CHORD OF GABLE Z CONC.TO POST i • >: CONC.TO POST N r ELEVATIONS I I L� TRUSS FOR OUTRIGGERS i 10 14 I - — �Z a Y �/ %" GAP MINIMUM I 1 lZ of #.�/" GAP MINIMUM / ', a \ D1 D1 A - c 6X10 BEAM H3 AT BEAM METAL TRIM / Z �z (LESS THAN I I ° a a a .1 1 A I ° a a a (/s z 4I ? ., a `\ 3' FROMR) III IL ° I � ° EASE EDGES Z ATTIC i - E d ° u I . 0 a ° u: ! ! / HH20H ,,, - - 20 4 III _ _ III D � 1 11 D2 r_ 11 III PER,STRUCT.-I III- III PER STRUCT.—III I I 2" PER ROOF PLAN /ax10 TRIM II IIIII 1-1 1 ! 1 Initial Publish Date: 8-20-21 2" i TOE NAIL BEAM 1 VINYL SIDING OVER TO BLOCKING 5 III Date Plotted: 9-9-21 FELT AND SHEATHING �� c� END TRUSS THICKEN SLAB TO THICKEN SLAB TO A MINIMUM OF 2" A MINIMUM OF 2" BELOW GRADE SEE STRUCTURAL SHEETS BELOW GRADE SEE STRUCTURAL SHEETS Job No.: Drawn By: BASE SECTION FOR FOOTING DETAIL AND BASE SECTION FOR FOOTING DETAIL AND 21-21 JH/AMS 0 POST BASE ATTACHMENT POST BASE ATTACHMENT o \ \ \ \ Sheet No.: sTc 16 DECORATIVE BEAM AT PORCH 1 2 ROOF RAKE AT PORCH 8 \ 1 HR RATED COLUMN AT PORCH 4 \ UNRATED COLUMN AT PORCH w D6 N 1 1/2" = 1' 0" 1 1/2" = 1' 0" 1 1/2" = 1' 0" 1 1/2" = 1 0" „, Sheet Order: ABUFRESD 12 24 GAUGE CAP FLASHING T/O RIDGE 11 � ROOF MEMBRANE TO 11 12 - 24 GAUGE CAP FLASHING 11— 24 GAUGE CAP FLASHING0 • _�� CONTINUE UP WALL BEHIND N rrr • SEE INSTALLATION H 1 �_� MTL FLASHING DETAILS FOR DOOR • © $ • $ I WEATHER I I ��I�1I I VIIIIIM I I— PRO FING SIDING 0/R 4 REQUIREMENTS MENTS Q I I I QII / INSULATION O/ Lim SIDING 1011 WRB TO EXTEND OVER LL SIDING WRB TO EXTEND OVER SLOPE 12 ra D iiIi SHEATHING ' 0.25 PER LOWER FLASHING AND N PER LOWER FLASHING AND ' W TYP. RAKE 4 �r ELEVATIONS I ELEVATIONS ,� ROOF MEMBRANE ,� 3 ' ROOF MEMBRANE o 1 ROOF MEMBRANE TO o I ROOF MEMBRANE TO l' m D1 RIM w 11> �I EXTEND UP WALL w \1 EXTEND UP WALL Q LEDGER PER m I I• SURFACE BEHIND METAL MAIN LEVEL m SURFACE BEHIND METAL MAIN LEVEL ,,� Ce SIM. STRUCT. �� ¢ I1 FLASHING F.F. ¢ I I N c 2x10 FLOOR JOISTS WITH N I I --_ _ _ _ _- - - - _ N FLASHING _ _ F.F. _ 63 I i w TOP RIPPED-4" PER 1' 0" ° I . I h cci V �4 I I! FLASHING WRB TO EXTEND OVER o %ax3 TRIM ° ` z a _ _ _ z a I I'.v/ LOWER FLASHING AND > _ 2 Nfr --1 ,� J 7,� rr i arra rir ra /// LL 2x TRIM I L ROOF MEMBRANE m --- - - / METAL METAL7It"0"" c N ""�- —r" 6 FLASHING FLASHING Q N ilk DECK v 1 2x10 FLOOR JOISTS WITH / 2x10 FLOOR JOISTS WITH I TOP RIPPED PER 1'-0" 4111 "' GABLE END ' 12 8 / � �". D1 /' Q c. o TOP RIPPED I -4" PER 1' 0" �-, /'•• —INSULATE } %ill TRUSS ij I�� ROOF MEMBRANE TO D1 D1 +8'-1"ABOVE �I +8'-1" ABOVE EXTEND UP WALL (LESS THAN FLOOR AT INTERIOR F.F. / INTERIOR F.F. Y ATTIC �� I SURFACE BEHIND METAL 3' FROM R) GARAGE 2x12 TRIM z a A _f 2x12 TRIM -- �. I FLASHING INSTALL SOFFIT VENTS WHEN > 2. OMIT $ /I z a I °," h{ ' 1 3' FROM PROPERTY LINE •� INSULATION r- FIRE BLOCKING r� I Q z � z L it: z z a D1 Kirkland, Washingto98- - -� I � � FLASHING / a a \ FLASHING /OVER BUDING ;; Ilk "' "' "' °% "' Web: www.milbrandtarch.com i /7 PAPER z • l '• z I z FIBER CEMENT SOFFIT z y''' FIBER CEMENT SOFFIT 1\ 3 OVER (2) LAYERS%" /� OVER FURR STRIPS RIM AND DECK K TO WALL !-y. TYPE 'X' GYP ;I \ © Copyright 2021 o BLOCKING PER 2x10 FLOOR JOISTS WITH Milbrandt Architects, INC., P.S. TOP RIPPED%a" PER 1' 0" i STRUCT. j All rights reserved 1-1/2" = 1'-0" ` \ BEAM PER & POST . BEAM PER& POST +8'E- ABOVE %x10 TRIM I CAP PER FRAMING %x10 TRIM \ CAP PER FRAMING �o i INTERIOR F ERIO F PLANS4. I \ PLANS 2x8 TRIM 2x8 TRIM MS° All 0 1326 - � REGISTERED /•'. 12 II II II HARDIPANEL ' %"TYPE 'X' GYP HARDIPANEL1 ' '/z" PLYWOOD SHEATHING %" TYPE 'X' GYP. ARCHITECT I D1 "SMOOTH" � I' • 1 I 4x4 POST "SMOOTH" • I 4x4 POST ELEVATION I 1 1` H I I I iii • 2x4 FRAMING • 2x4 FRAMING FIBER CEMENT SOFFIT I I- c >',Ll I c I 3 3 AVID J. VINCENT I `3 _ i OVER (2) LAYERS%"TYPE 'X' GYP I STATE OF WASHINGTON 1-HR RATING FOR 3' EITHER SIDE OF R 1 1-HR RATING FOR 3' EITHER SIDE OF R SECTION I 4 ` Q PREFABRICATED METAL TOP SI CTION TOP SCTION LL DECK SYSTEM DESIGNED BY 17 DECORATIVE GABLE VENT 1 3 DECK AT COMMON PRIVACY WALL OTHER. SEE DEFERRED r -- -- \ SUBMITTAL NOTE ON 1 ...�.- �'r ' %" x 1%a" CORNER TRIM __ %" x 1%a" CORNER TRIM 1-1/2" = 1'-0" ELEVATION & SECTION \ 1-1/2" = 1'-0" o COVER SHEET AND DETAIL • z a z a 1 TYP. ALL CORNERS ��I TYP. ALL CORNERS 0 20/D7. I %" TYPE 'X' GYP. L i _,, I 2" PLYWOOD SHEATHING 12 24 GAUGE CAP FLASHING O° - a z a - ¢ 11 � ¢ MAIN LEVEL 00 D �` L HARDIPANEL "SMOOTH" °O D �� HARDIPANEL "SMOOTH" ___�� 2—� z F.F. z I a © I -- - - 2 a • = CH4 4 I /1 I 1 \ SLOPE 12 a 0.25r -� SIDING PER ELEVATIONS / r f 1 • F I; METAL 11 FLASHING410 I�ITOP PLA SECTION TOP PLAN SECTION ♦O METAL WALL TO 11 :1 4 2x10 FLOOR JOISTS WITH �� MTL EAVE ROOF FLASHING- 11 D1 SEALANT TOP RIPPED/a" PER 1' 0" Cl) ♦♦♦ 'I w 011!/1 +8 1 ABOVE F� F3 •—f • USE P.T. PLYWOOD ♦♦ / FLASHING HARDIPANEL USE SHEATHING IN LOWER HARDIPANEL "SMOOTH" GABLE . ♦i♦ "' "' I SIM. LI 2x12 TRIM ` INTERIOR F.F. BUILDING PAPER LAPS PORTION OF COLUMN I BUILDING PAPER LAPS N --- LIV OVER MTL. FLASHING FRAMING OVER MTL. FLASHINGEND ♦� (-- -/ 2x8 FASCIA COMPOSITION Y ----�" ' -—— a) TRUSSDi /:' wI ♦ SHINGLES OVER MTL. FLASHING ON TOP MTL. FLASHING ON TOP Q ♦♦ WRB TO EXTEND OVER o INSTALL SOFFIT VENTS � ♦ #15 FELT OVER METAL CONT. BEAD OF CAULK CONT. BEAD OF CAULK CLIP TO FASCIA BOARD ROOF LOWER FLASHING AND o 111 8 12 WHEN > 3' FROM • I �/ I f FLASHING 11,14 1 ROOF MEMBRANE m le D1 D1 PROPERTY LINE HOLD HARDIPANEL HOLD HARDIPANEL/z" BLOCKING ♦� SHEATHING a /11' z UP FROM FLASHING zUP FROM FLASHING FOR �� t / DECK 1 (LESS THAN SLOPED 2x6 CAP TRIMaNAILING- 2 ♦♦♦ / MTL FLASHING CAP , -- ---- 3' FROM R) ♦i♦ • I ROOF MEMBRANE TO - . 2x4 FRAMING ♦♦ I SLOPED 2x6 CAP TRIM ♦♦i I EXTEND UP WALL �� FIRE BLOCKING I SURFACE BEHIND METAL Q • Q 4 ♦�♦ 4x4 BEAM �� %ax10 TRIM • FIBER CEMENT LAP I ♦� EASE EDGES MANUF. ROOF _ II FLASHING BEAM PER m SIDING `1- • 2X4 FRAMING ♦ / TRUSSES @ 24 2X4 FRAMING • FIBER CEMENT LAP ♦♦♦ FRAMING PLANS • :.. I — O.C. z a z a BEYOND • %" TYPE 'X' GYP. COLUMN SIDING >` >`� 2X4 FRAMING ♦�♦ 5 Z ATTIC ►I� - - • Y2" P.T. PYWOOD �♦♦� /4x6 TRIM I 3 • • Y2" P.T. PLYWOOD ,,Tf RIM AND SHEATHING , FIBER CEMENT SOFFIT BLOCKING PER DECK EDGE AT OPEN RAIL - SHEATHING ♦♦♦ i)1 O/% TYPE X GYP. I STRUCT. \1 O 1 R32 i♦i * O/(2) LAYER%" TYPE \ 1-1/2" = 1'-0" I ♦�♦ X' GYP. 2x10 FLOOR JOISTS WITH +8'-1" ABOVE MIDDLE SECTION MIDDLE SECTION Townhomes ��♦� TOP RIPPED PER 1' 0" INTERIOR F.F. 12 24 GAUGE CAP FLASHING ♦�♦ 2x3 KNEE BRACE ^ .Z a :ram I 11 -.� I 2 �:� 2 m a Q II © a /I • I \ %ax4TRIM s Anacortes, ♦♦♦ 45° 14 7- _ I © rlit Sax4 TRIM• • / 12Li, Y �` 1/1 �� %ax3 TRIMAti /ax3 TRIM �/A ��♦� / I' D1 < CCI o SIDING PER ELEVATIONS I Y2 P.T. PLYWOOD I Y2 P.T. PLYWOOD 4 ♦ N /' z I: z _�I _ I _I II I SHEATHING ce ' __ SHEATHING %ax10TRIM / � \ ¢ ■ s " _ ¢ Landed Gentr/� z a z a 3 \ I I o I �� I / TYPE 'X' GYP. �� FIBER CEMENT LAP y I 11�4" �' METAL WALL TO 1 4 SIDING I � ` Ir � � 1 © �'I �� I FIBER CEMENT LAP � a imL_ I / CI ROOF FLASHING 11 I " 1SIDING*4 aS3** I 1 HR RATING FOR 3' EITHER SIDE OF R 1 HR RATING FOR 3' EITHER SIDE OF R Q it1 " 1'I� "'' Revisions LI ;III _- el hII-� .. lII DECORATIVE BRACE AT ROOF DECK @COMMON WALL/PORCH ROOF y�� --fi-- I 1 -- �� No. Date Description eti 1 1 COMPOSITION Y 3" = 1-0° SECTION 1-1/2" = 1'-0" SHINGLES OVER L WRB TO EXTEND OVER o MIDDLE PLAN SECTION MIDDLE PLAN SECTION #15 FELT OVER LOWER FLASHING AND > I ROOF ROOF MEMBRANE m I SHEATHING ¢ _ c c TOP OF GUARD CAN BE THE DECK 3 • FIBER CEMENT LAP SIDING '� I FIBER CEMENT LAP SIDING HANDRAIL FOR THE STAIRS IF IT ` c3 I P.T. FRAMING P.T. FRAMING MEETS THE REQUIREMENTS FOR I REQUIRED FOR • %" P.T. PLYWOOD REQUIRED FOR • • %" P.T. PLYWOOD HANDRAIL SIZE AND HEIGHT „ ROOF MEMBRANE TO , SHEATHING I SHEATHING z i�i WOOD FRAMING OF I I %"TYPE 'X' GYP. WWOIITTHHINF2A.. 'OIFG HANDRAILS ARE REQUIRED EXTEND UP WALL N a SURFACE BEHIND METAL CONCRETE SLAB CONCRETE SLAB I o z • 6x6 POST • 2x4 FRAMING ON AT LEAST ONE SIDE OF ¢ a ¢ MANUF. ROOF 11 FLASHING A FLIGHT OF STAIRS WITH J TRUSSES @ 24" --- I A I c 1 1 • 2x4 FRAMING POST BASE PER 4 OR MORE RISERS - Z O.C. I z ai POST BASE PERSTRUCT. ATTIC %%% %%% %%% %%r ��% 3�2" EDGE OF i• 1 STRUCT. 3Y" EDGE OF 1 • ... .. 2x4 FRAMING p CONC.TO POST / / • >: 2x4 FRAMING CONC.TO POST 1 I \ z = I - i 1 lz a �- Y2" GAP MINIMUM lz at —1" GAP MINIMUM p FIBER CEMENT SOFFIT 2x10 FLOOR JOISTS WITH .5 n GUARDS MORE THAN 30" OVER%" PLYWOOD TOP RIPPED%a" PER 1' 0" I I a a .II 1 A a a ABOVE GRADE MUST: `,A % OVER 2x FURR STRIPS ° aIL ° ° . • +8'-1" ABOVE 1a a I I ° _ 11= = - _ . 114. •. 1=11 = 1=I • •CONCENTRATED ABLE T R TED WITHSTAND I A111 w INTERIOR F.F. I I= }- ° III= 20 I= I a • III= 20 (_ CONCENTRATED LOAD IN ANY ( B o Q ` _ a u _ a u. DIRECTION OF 200Ibs AT ANY `, ' 1- cc 2 41-2><1.1POINT ALONG THE TOP RAIL. OPENINGS IN GUARDS w = - z Z III = _ - III = p = = = = = = D2 ' •THE INFILL STILES OR ec 1- o - X w III _ PER STRUCT.—III III— III _ PER STRUCT.—III I I I A: A sphere of 4t in diameter 5 w 10 - m a o - _� = =1 Initial Publish Date: 8-20-21 BALUSTERS MUST BE O w —III —III —III— —I II DESIGNED TO SUSTAIN 501bs. cannot pass through t w o \D1 /� a \ 8 Q Y I III III III III III—III I III III 1 1 1 III 1 1 1 I I I B: A sphere of 6" in diameter cc LL D1 1 ,,, u Date Plotted: 9-9-21 •THE POST TO DECK 0 w z z ¢ CO o THICKEN SLAB TO THICKEN SLAB TO c_ cannot pass through �, i CONNECTION MUST BE C: A sphere of 4%" in diameter < = w �/3 z a z a 3 \\ A MINIMUM OF 2" A MINIMUM OF 2" COLUMN DESIGNED TO RESIST LEVER cannot ass through 0 > PORCH i ` BELOW GRADE BELOW GRADE Job No.: Drawn By: p g w o �_ _� FIBER CEMENT SOFFIT BASE SECTION SEE STRUCTURAL SHEETS BASE SECTION SEE STRUCTURAL SHEETS TYPE FORCES THAT COULD BE = a — OVER FURR STRIPS FOR FOOTING DETAIL AND FOR FOOTING DETAIL AND 21-21 JH/AMS IMPOSED ON IT. GRADE OR FLOOR ` %ax10 TRIM POST BASE ATTACHMENT POST BASE ATTACHMENT o TYP. GUARD REQUIREMENTS DECK AT PORCH ROOF 1 HR RATED COLUMN AT DECK . UNRATED COLUMN AT DECK Sheet No.: w 20 1 2 0 D7 N 3/4" = 1'-0" SECTION 1-1/2" = 1'-0" 1-1/2" = 1'-0" 1-1/2" = 1'-0" „, Sheet Order: ABUFRESD 3/4" / , CI 5 EXTERIOR/ TYP. 1" 3'-11" 1" 5' 0" 3' 0" LANDSCAPE AREA ../ �� 6x6 P.T. POST WITH P.T. 2x4 AT BUILDING FACE V 6x6 P.T. POST WITH CHAMFERED TOP 1 CHAMFERED TOP FOR ATTACHMENT 1xl I? 4 (WIDTH TO BE MINIMUM i z -�� 1 Z r 6 6 6 6 i NECESSARY TO PROVIDE • m I REQUIRED CLEARANCES PER a'' 0 ;2 _Z CONDENSER MFR) III INSTALLED FLUSH I 2x4 P.T. FRAME h I I I 4 W fLLJ cL / P.T. 6x5 POST _ I f WITH EXTERIOR OF I- Cy 4' 4, POST BEYOND I gcLz 1 Ce zoo 1 I II 5 SI Ca O %4x8 WOOD SLATS `� %ax8 WOOD SLATS o w 2 Ca CONDENSER A = I n = WITH 1/4" SPACING ,, WITH%a" SPACING boa N m I J m LLJ oN Q z 2x4 P.T. FRAME VI 0 0 I I �' f %4x8 WOOD SLATS WITH%4" SPACING O LL' o INSTALLED FLUSH LLJ `� P.T. 2x4 MEMBERS TO FORM FRAME < p 1 WITH EXTERIOR OF ~ z . h 4 P.T. 2x4 AT BUILDING FACE FOR ATTACHMENT /4' POST "�= I I I — L • 1--, FA1 , 25 Central Way, Suite 210 CONDENSER ENCLOSURE PLAN • Kirkland, Washington 98033 BUILDING INTERIOR P: 425.454.7130 F: 425.658.1208 A SCREEN WALL DETAIL B EXTERIOR ENCLOSURE ELEVATION 411) EXTERIOR ENCLOSURE Web: www.milbrandtarch.com 1 HVAC CONDENSER ENCLOSURES ELEVATION AT BUILDING © Copyright2021 1 7 Milbrandt Architects, INC., P.S. �� 1" = 1-0" PLAN, SECTION, & ELEVATIONS All rights reserved 44 11326 REGISTERED \ � ARCHITECT 441,4J1P i 8 7 \\ i AVID J. VINCENT Y 3'-111/2" \\ STATE OF WASHINGTON 0. \ 2x6 CAP TRIM \ \ 2x4 TRIM V \ P.T. 2X4 TO \\ I FORM GATE \ B FRAME \ 2x4 TRIM 2x4 TRIM \ _F �� L 1 11- AltAk f _F--- - 4 4 ® 4 %4x8 A WOOD %4x8 SLATS,%4" WOOD SPACING SLATS WASTE CONTAINER WASTE CONTAINER WASTE CONTAINER 'A > • — 4 EXTERIOR - _____I- 7____- - C13 sL _`� AteA,, W r, A 0 P.T. 2X4 STUDS @ 16" O.C. 4 z 44 2x4 TRIM Ati 2x4 TRIM �L _F-- - !\ [1 [1 [1 [1\ [1\ , GARAGE 1 D1 R32 TRASH ENCLOSURE PLAN c ELEVATION Townhomes 3- 2x6 CAP 2x6 CAP Anacortes, 2x6 CAP TRIM \ 2x4 TRIM 2x4 TRIM WA //// //� II • DBL. P.T. 2 4 2 4 2x4 TOP a 4 2x4 TRIM Landed Gentry PLATE '� - DBL. P.T. 2x4 • TOP PLATE / zi\ P.T. 2X4 TO 1 GARAGE /ax8 7 FORM GATE Revisions WOOD FRAME r SLATS,%4" / No. Date Description SPACING %4x8 WOOD / N, SLATS,Y4" i SPACING NJ 5/4X8 WOOD 1 1 SLATS o , o v En �-) En 14 L� / / P.T. 2X4 STUDS @ / 1 16" O.C. P.T. 2X4 TO r FORM GATE 2 P.T. 2x4 1 FRAME 1 BOTTOM PLATE 2x4 TRIM / 4 m cl- N` 4 N` ` I n111.eilii a n 1 111 111 111 11 43-""` ',0,,C "', ` - 111 111 111 ' " Initial Publish Date: 8-20-21 206 20B D ELEVATION Date Plotted:III I I III III 11 D2 111 111 111 D2 -11 �a • �a • 11 1 1 Ill- 3-- 1 1 1 1 Ill- 3 , Ill III 11 Job No.: Drawn By:1 1 1 1 Ill- -1 1 1 m 111 A SECTION B SECTION 21-21 JH/AMS Sheet No.: ni bi 16 TRASH ENCLOSURES N 1" = 1'-0" PLAN, SECTIONS, & ELEVATIONS D8 Sheet Order: ABUFRESDI