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APPROVED BLD BLD2019-0951 ARCH PLANSGENERAL NOTES 1. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR ANY REQUIRED DIMENSIONS NOT SHOWN ON DRAWINGS. DRAWINGS HAVE BEEN PREPARED ON AN ORIGINAL SHEET SIZE OF 24" x 36' . 2. PLAN DIMENSIONS SHOWN INDICATE FACE OF EXISTING WALL OR COLUMN, FACE OF CONCRETE, FACE OF GYPSUM WALLBOARD, OR CENTERLINE OF GRID. VERTICAL DIMENSIONS ARE FROM FACE OF STRUCTURAL FLOOR. 3. INFORMATION REGARDING EXISTING CONDITIONS USED TO PREPARE THESE DRAWINGS HAS BEEN PROVIDED BY OTHERS. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING CONSTRUCTION. PROVIDE WRITTEN NOTIFICATION TO THE ARCHITECT OF ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE DRAWINGS. ARCHITECT WILL ISSUE A WRITTEN DIRECTIVE IF FURTHER CLARIFICATION IS REQUIRED. 4. PROVIDE BLOCKING BETWEEN WALL STUDS WHEREVER MILLWORK, CASEWORK, OR EQUIPMENT IS MOUNTED TO WALL. 5. THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF RIMILLER, INC. AND HAVE BEEN PREPARED FOR USE IN THE EXECUTION OF THE PROJECT DESCRIBED HEREIN. USE OR REPRODUCTION FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN PERMISSION OF RIMILLER, INC. IS PROHIBITED. ABBREVIATIONS LIST @ AT HB HOSE BIBB QT QUARRYTILE c CENTERLINE HDR HEADERHDHEAD # POUNDorNUMBER HDBD HARDBOARD HDWD HARDWOOD RAID RADIUS ACC ACCESSIBLE HDWR HARDWARE RB RESILIENT BASE ACOUS ACOUSTICAL HIM HOLLOW METAL RD ROOF DRAIN ACT ACOUSTICALTILE HORIZ HORIZONTAL RT RESILIENTTILE ADJ AFF ADJUSTABLE ABOVE FINISH FLOOR HR HOUR REFL REFLECTED AL ALUMINUM HT HEIGHT REINF REINFORCED(ING) ARCH ARCHITECT HTG HEATING READ REQUIRED AN AUDIOVISUAL RM ROOM ID INSIDE DIAMETER RO ROUGH OPENING BD BTWN BOARD BETWEEN INCL INCLUDING RVR REVERSE(D) BLDG BUILDING INSUL INSULATION BLK BLOCK INT INTERIOR SC SOLID CORE BLKG BM BLOCKING BEAM SCHED SCHEDULE BOT BOTTOM JAN JANITOR SECT SECTION BRG BEARING JT JOINT SF SQUARE FEET SH SHELF CAB CABINET KIT KITCHEN CER CERAMIC KID KNOCKED DOWN SHT SHEET CG CORNER GUARD KO KNOCK -OUT SIM SIMILAR CLG CEILING KPL KICK PLATE sQ SQUARE CLR CMU CLEARANCE) CONCRETE MASONRY UNIT SST STAINLESS STEEL COL COLUMN LAM LAMINATE(D) STD STANDARD CONT CONTINUOUS LAV LAVATORY STL STEEL CPT CARPET LTL LINTEL STOR STORAGE DBL DOUBLE LVR LOUVER SUSP SUSPENDED DEMO DEMOLITION DET DETAIL MAS MASONRY T&G TONGUE & GROOVE DIAG DIAGONAL MATL MATERIAL TELE TELEPHONE DAM DIAMETER MAX MAXIMUM DN DR DOWN DOOR MECH MECHANICAL TEMP THK TEMPORARY THICK(NESS) DWG DRAWING MED MEDIUM THR THRESHOLD EA EACH MEMB MET MEMBRANE METAL TYP TYPICAL EJT EXPANSION JOINT MFR MANUFACTURER EL ELEVATION MIN MINIMUM UNFIN UNFINISHED ELVR ENCL ELEVATOR ENCLOSURE MISC MISCELLANEOUS LINO UNLESS NOTED OTHERWISE EQ EQUAL MTD MOUNTED EQUIP EQUIPMENT MULL MULLION VCT VINYL COMPOSITION TILE EXH EXHAUST VEN VENEER EXIST EXP EXISTING EXPANSION NIC NOT IN CONTRACT VERT VERTICAL EXT EXTERIOR NO NUMBER VIE VERIFY IN FIELD NOM NOMINAL VWC VINYL WALLCOVERING FE FIRE EXTINGUISHER NITS NOT TO SCALE FEC FIRE EXTINGUISHER CABINET FEE FINISHED FLOOR ELEVATION W/ WITH FIN FINISH(ED) OC ON CENTER WC WATER CLOSET FLG FLASHING OD OUTSIDE DIAMETER WD WOOD FLR FLOOR OH OVERHEAD FLUOR FLUORESCENT OPNG OPENING W/O WITHOUT FT FOOT, FEET OPP OPPOSITE WSCT WAINSCOT FTG FOOTING WT WEIGHT GA GAGE,GAUGE PBD PARTICLE BOARD WWF WELDED WIRE FABRIC GALV GALVANIZED PC PRECAST CONCRETE GEN GENERAL PERF PERFORATE(D) GFRC GLASS FIBER REINF CONCRETE PL PLATE GL GLB GLASS, GLAZING GLULAM BEAM PLAM PLASTIC LAMINATE GR GRADE, GRADING PLAS PLASTER GWB GYPSUM WALLBOARD PLWD PLYWOOD GYP GYPSUM PNL PANEL PR PAIR PT PRESSURE TREATED PTN PARTITION SYMBOL LIST ROOM NAME ROOM IDENTIFIER w/ NAME & NUMBER 100 DOOR IDENTIFIER W1 PARTITION TYPE INDICATOR DETAIL INDICATORS l Y X = DETAIL NUMBER; Y = SHEET NUMBER � J Y X ELEVATION INDICATOR Y X = DETAIL NUMBER; Y = SHEET NUMBER F1 WINDOW FRAME TYPE INDICATOR BARRIER FREE CLEARANCE INDICATOR 1 (60" CIRCLE) EDMONDS CROSSING APARTMENTS PROJECT TEAM OWNER: RNK Eastside LLC 2603 78th Avenue NE Medina, WA 98039 contact: C. Korovkin 425-442-7433 ARCHITECT: Haynes Wilson Lund Architects, LLC 385 101 st Avenue SE Bellevue, WA 98004 contact: Haynes Lund 425-643-3921 STRUCTURAL: A U E 13228 NE 20th St, Suite 100 Bellevue, WA 98005 contact: Bill Armour 425-614-0949 CIVIL: PACE 1724 W Marine View Drive, Suite 140 Everett, WA 98201 contact: Bill Helsley 425-486-6533 CONTRACTOR: LZG Construction LLC 2042 S 312th Street Federal Way, WA 98003 contact: Leonid Glavatskiy 253-740-3303 ARCHITECTURAL DRAWING LIST A00 PROJECT TITLE, GENERAL NOTES, VICINITY PLAN A01 BUILDING CODE SUMMARY, EXITING PLAN A02 BUILDING HEIGHT & LOT COVERAGE CALCULATION A03 FIRE RATED WALLS A04 BUILDING ENVELOPE CALCULATIONS A05 PRODUCT & EQUIPMENT DESCRIPTIONS A10 ARCHITECTURAL SITE PLAN A21, A21 a FLOOR 1 DIMENSION PLAN & REFERENCE PLAN A22, A22a FLOOR 2 DIMENSION PLAN & REFERENCE PLAN A23, A23a FLOOR 3 DIMENSION PLAN & REFERENCE PLAN A24 ROOF PLAN & ATTIC VENTING CALCULATIONS A30 EXTERIOR ELEVATIONS A31 EXTERIOR ELEVATIONS A32 EXTERIOR ELEVATIONS A33 BUILDING SECTIONS A40 BUILDING COMPONENT SYSTEMS A41 WALL SECTIONS A42 WALL SECTIONS A43 WALL SECTIONS A45 EXTERIOR DETAILS A46 EXTERIOR DETAILS A47 EXTERIOR DETAILS A48 EXTERIOR DETAILS A50 STAIR A PLANS & SECTION A51 STAIR B PLANS & SECTION A60 KITCHEN PLANS & ELEVATIONS A61 BATHROOM PLANS & ELEVATIONS �A70 FLOC -tR CTF-,,D LIN_AN A80 DOOR SCHEDULE, DOOR DETAILS A81 WINDOW SCHEDULE, WINDOW DETAILS DESCRIPTION of PROJECT The Work of this project is to construct a new 3-story apartment building. 1 The following deferred permits are required for this project: Plumbing, Electrical. Fire Alarm and Fire Sprinklers No work will be done on a separate permit until its permit is issued. APPLICABLE CODES Edmonds Municipal Code 2015 International Building Code — Chapter 51-50 WAC 2015 International Mechanical Code — Chapter 51-52 WAC 2015 Uniform Plumbing Code — Chapters 51-56 and 51-57 WAC All as adopted and modified by the State of Washington and the City of Edmonds ,- SITE & BUILDING DATA PARCEL NO.: PROPERTY ADDRESS 00463301000302 23830 EDMONDS WAY EDMONDS, WA 98026 LEGAL DESCRIPTION: HANBURYS SOUND VIEW TRS BLK 010 D-02 - ALL TH PTN TRS 3-4-5 DAF BEG SW COR TR5 TH E ALG S LN 80FT TPB TH N36*44 20E 173.08FT TO SLY MGN S/HY 1-W TH SELYALG SD SLY MGN TO INT WITH S LN TR 3 TH W TO TPB LESS S/HY ZONING: RM-1.5, MULTI -FAMILY 1500 SF OF LOT PER UNIT LOT AREA: 0.36 ACRES (15,682 SF) EXISTING USE: MULTI -FAMILY WITH 3 BUILDINGS ON SITE (TO BE REMOVED) PROPOSED USE: MULTI -FAMILY BUILDING, 10 UNITS, 3 STORIES PROPOSED FLOOR AREAS: (EXCLUDES EXTERIOR STAIRS, DECKS, ROOF GARDENS FLOOR 1 2486 SF FLOOR 2 2421 SF FLOOR 3 2421 SF TOTAL 7,688 SF UNIT CONFIGURATION STUDIO 1-BEDROOM 2-BEDROOM 1 UNIT, 465 SQ FT (FLOOR 1 ONLY) 6 UNITS, 606 SQ FT EACH (2 PER FLOOR) 3 UNITS, 1012 SQ FT EACH (1 PER FLOOR) BUILDING WILL HAVE FIRE SPRINKLERS BUILDING WILL HAVE FIRE ALARM SYSTEM. . iyu re n I PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL ® MECHANICAL ® PLUMBING ELECTRICAL M ENERGY ® ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,ORLOCAL REGULATIONS. BY: ��7G'. DATE:07/29/2020 WEST COAS CODE CONSULTANTS, INC. NORTH VICINITY PLAN NO SCALE E r� s T CONSULTANT NAME / CONSULTANT LOGO PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS RESPONSE TO CITY COMMENTS 11-14-19 PERMIT DOCUMENTS 29 JULY 2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY HL CHECKED BY HWL DATE 29 JULY 2019 ARCHITECT / ENGINEER SEAL spar REGISTERED r ` HAYNES LUND STATE OF YsASHTNGTON SHEET TITLE PROJECT DATA VICINITY PLAN SHEET NUMBER AOO © 2016 Haynes Wilson Lund Architects, Ilc Building Code Analysis From 2015 International Building Code & Washington State Amendments Chapter 3 -- Use & Occupancy Classification Occupancy Type: R-2 Sec 310.4 Chapter 4 -- Special Detailed Requirements Based on Use and Occupancy Group R-2 Sec. 420 Walls separating dwelling units and walls separating dwelling units Sec. 420.2 from other occupancies shall be constructed as Fire Partitions. Fire Partitions shall have a fire resistance rating of not less than Sec. 708.3 1 hour Floor Assemblies separating dwelling units or separating Sec. 420.3 dwelling units from other occupancies shall be constructed as horizontal assemblies Horizontal Assemblies shall have fire -resistance rating Sec. 711.2.4.3 not less than 1 hour Chapter 5 -- General Building Heights and Areas Selected Construction Type = Type V-B Basic Allowable Height: 60' Table 504.3 Occupancy Classification: R-2 Sprinkler System: NFPA 13R Actual Building Height: 32' COMPLIES 1 Allowable Number of Stories 4 Table 504.4 Occupancy Classification: R-2 Sprinkler System: NFPA 13R Actual number of stories: 3 COMPLIES Allowable Area Calculation: for Single occupancy multistory building Sec. 506.2.3 Equation 5.2 Aa = [At + (NS x If)] x Sa At = 7000 (R-2, S19) Table 506.2a NS = 7000 (R-2, S19) Table 506.2a If = .495 (see below) Sa = 3 Aa = 31,395 SF Actual Building Area = 9,651 SF COMPLIES Frontage Increase Sec. 506.3 For simplicity, a 20' clear open space is assumed around the entire perimeter. Equation 5.5 If = (F/P - 0.25) *W/30 F = 299' (100%) P= 299' (measured) W = 20' (assumed) If = 0.495 Chapter 6 -- Types of Construction See Sheet A03 for wall rating requirements. 1 Mixed Occupancy Sec. 508 Building contains both R-2 occupancy and S-2 occupancy. S-2 occupancies (Storage Rooms, Electrical Room, Sprinkler Riser Room) are accessory to the main occupancy. Allowable Area & Height calculation was based on main occupancy and included the area of the accessory uses.. Occupancy Separations are not required. Sec. 508.2.4 No accessory use is contiguous to a dwelling unit so no separation is required between accessory uses and dwelling units Sec. 508.2.4 Exc 2 Chapter 7 -- Fire & Smoke Protection Features See Sheet A03 for wall rating requirements. Shaft Enclosures Not applicable Sec. 713.4 Elevator Hoistway Not Applicable Sec. 713.4 Opening Protection in Fire Assemblies Doors in 1-hr rated corridor walls = min. 20 minute fire rating Table 716.5 Fireblocking Vertical location: in concealed spaces of stud walls at ceiling & floor level Sec. 718.2.2 Horizontal location: at intervals not exceeding 10' Sec. 718.2.2 Located at intersection of ceiling cavity & partition cavity Sec. 718.2.3 Draftstopping Required in floor ceiling spaces between dwelling units Sec. 718.3.2 Draftstopping in attics Not required because building is less than 4 stories Sec. 718.4.2, exc.3 and has no attic space that is larger than 3000 SF or covers more than 2 dwelling units Chapter 8 -- Interior Finishes Interior wall & ceiling finish requirements Occupancy Type R-2, sprinklered Table 803.9 Exit stairways & passageways Class C Corridors Class C Rooms & enclosed spaces Class C Occupancy S rooms Class C Chapter 9 -- Fire Protection Systems To be covered by Fire Protection permit application Chapter 10 -- Means of Egress Occupant Load Factor Table 1004.1.2 Residential 200 gross SF per occupant Storage 300 gross SF per occupant Occupant load Floors 1 19 Floors 2 & 3 14 Exit Widths will be governed by minimum component widths Sec. 1005.3.1 Number of Exits Sec.1006 Each dwelling unit = 1 exit allowed Table 1006.2.1 Maximum Occupant Load = 10 Max. common path of travel < 125' (with sprinkler system) Per Story = 2 Table 1006.3.1 Occupant load < 500 Separation distance for 2 exits Sec. 1007.1.1, exc. 2 = 1/3 the maximum diagonal of space served in sprinklered building Means of Egress Illumination Sec. 1008 Illumination level = 1 Fc Emergency power required for illumination in corridors & stairs Accessible Egress Components Sec. 1009 Floors2 & 3 not required to be accessible Means of Egress Doors Minimum clear width 32" Sec. 1010.1.1 Maximum width of leaf 48" Minimum door height 80" (6'-6" within dwelling unit) exc. 5 Door width restrictions do not apply to doors within dwelling units, except that accessible door openings in Type B units shall have a minimum clear width of 31.75" exc. 8 Landings at doors Minimum width = width of stair or door whichever is greater Sec. 1010.1.6 Fully open doors shall not reduce a required dimension by more than 7" Landings shall have a length in the direction of travel of 44" minimum Stairways Minimum width of stairs = 36" (Occupant Load <50) Sec. 1011.2, exc.1 Minimum headroom clearance for stair = 80" Sec. 1011.3 Stair riser height = 7" max, 4" min. Sec. 1011.5.2 Stair tread width = 11" Stair riser & tread dimensions shall not vary more than 3/8" in a single flight Sec. 1011.5.4 Nosings shall not project more than 1-1/4" beyond tread below Sec. 1011.5.5 Risers shall be solid Landing minimum width = width of stair Sec. 1011.6 Landing minimum depth = width of stair Handrails Handrails shall be provided on each side of stair Sec. 1011.11 Height = 34" min, 38" max above nosing Sec. 1014.2 Handrails shall be continuous between flights or shall return to wall or floor Sec.1014.4 Where handrails are not continuous, they shall extend: Sec. 1014.6 Horizontally 12" beyond top riser Continue to slope for one tread depth beyond bottom riser Guardrail Sec. 1015 Not less than 42" high Opening limitation = not pass 4" sphere Operable window openings < 36" above finished floor must: Sec. 1015.8 Provide opening limitation for a 4" sphere, or Provide window opening control device per ASTM F2090 LONGEST PATH OF EGRESS ---- `/ ;'" Exit ACC2SS Sec. 1016 __ ,� TRAVEL= 56', ONE EXIT ,�� % SPRINKLER Through intervening space for dwelling units PERMITTED (SEC. 1006.2.1, EXC.1) �� �- - --- �I 90SQFT shall not pass through other sleeping areas, toilet rooms ��� / :3r 10CC. o bathrooms Sec. 1016.2.4 FE 12 ' may pass through a kitchen area of the same dwelling unit Sec. 1016.2.5, exc. 2 0 r Exit Access Travel Distance 250' (R-2 w/ sprinkler system) Table 1017.2 Corridors j Fire Resistance Rating = 0.5 hours Table 1020.1 - (R Occupancy, Occ. Load > 10) Id Ll o Minimum corridor width = 36" Table 1020.2 - (Occupancy capacity < 50) Dead End limitation = 50' Sec.1020.4 exc. 2 FE FE FE (R-2 Occupancy, sprinklered) 1-BDRM UNIT Ooo STUDIO UNIT ILL 1-BDRM UNIT Exterior Stairways 606 SO,FT ' J 465 SO,FT'---' 606 SO, FT Must be open on one side, 35 sq ft minimum Sec. 1027.3 4 OCC. °0 oo 3 OCC. 4 OCC. ® Separation from building interior 1 hr rated Sec. 1023.2 Emergency Escape and Rescue --- Required for all sleeping rooms below the 4th floor above grade Sec. 1030.1 _ Minimum net clear opening = 5.7 sq ft Sec. 1030.2 Minimum clear height = 24" Minimum clear width = 20" o Q, Maximum height of opening AFF = 44" Sec. 1030.3 Chapter 11, Accessibility Accessible route There shall be an accessible route from the public way to the bldg Sec. 1104.1 1 accessible route shall connect each accessible portion of the bldg Sec. 1104.3 s o r Floors 2 & 3 are not required to be accessible Sec. 1104.4 Due to aggregate floor area <3000 sq ft Lund Accessible entrances - 60% of all public entrances must be accessible Sec. 1105.1 direct access for pedestrians from parking must be accessible Sec. 1105.1.1 J at least 1 accessible entrance shall be to dwelling units on accessible levels Sec. 1105.1.6 Accessible Parking Number of accessible stalls reqd = 1 Table 1106.1 Accessible stall must be van stall Sec. 1106.5 Accessible Dwelling Units Type A units are not required (only 10 units) Sec, 1107.6.2.2.1 CONSULTANT NAME / CONSULTANT LOGO Only Floor 1 units required to be Type B Sec. 1107.6.2.2.2 (Floors 2 & 3 are not required to be accessible) Chapter 12 - Interior Environment Sound Transmission Walls & floor/ceiling assemblies separating dwelling units = STC 50 or higher Sec. 1207.2 Floor/ceiling assemblies separating dwelling units = IIC of 50 or higher Sec. 1207.3 Interior space dimensions Habitable spaces shall have a minimum length and width = 7' Sec. 1208.1 Kitchens shall have a clear passageway = 3' Habitable spaces and corridors shall have a minimum clg. ht. = 7'-6" Sec. 1208.2 Bathrooms, kitchens, laundry rooms shall have min. clg. ht. = 7'-0" Chapter 30 - Elevators and Conveying Systems Elevator not required since Floors 2 & 3 are not accessible PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL ® MECHANICAL ® PLUMBING ELECTRICAL ®ENERGY ® ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: �a� DATE:07/29/2020 WEST COAS CODE CONSULTANTS, INC. PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS 1'. RESPONSE TO CITY COMMENTS 11-14-19 PERMIT DOCUMENTS 29 JULY 2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY HL CHECKED BY HWL DATE 29 JULY 2019 ARCHITECT / ENGINEER SEAL REGISTERED A(; r ` HAYNES LUND STATE OF WASHTNGTON SHEET TITLE BUILDING CODE SUMMARY & EXITING PLAN SHEET NUMBER A01 © 2016 Haynes Wilson Lund Architects, Ilc c ir 2 LOT COVERAGE CALCULATION LOT AREA = 15,682 SF MAX. LOT COVERAGE = 45% 0 TOTAL BUILDING AREA = 3,848 SF ACTUAL LOT COVERAGE _ (3848 / 15682) = 25% SITE BENCHMARK RIM OF SANITARY SEWER MANHOLE BY NORTHWEEST PROPERTY CORNER. ELEVATION = 395.151 MAX ALLOWABLE HEIGHT BUILDING HEIGHT CALCULATION 3/16" = 1'-0" 0 AVERAGE LEVEL CALCULATION CORNER POINT ELEVATIONS SINCE SW CORNER IS OUTSIDE PROPERTY, THAT CORNER ELEVATION IS TAKEN AS THE AVERAGE FOR COMPLIANCE WITH THE APPLI CONSTRUCTION CODES IDENTIFIED BELO ® BUILDING ® STRUCTURAL ® MECHANICAL ® PLUMBING ❑ ELECTRICAL ® ENERGY ® ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: �� D..'T�i'-. DATE: 07/29/2020 WEST COAS CODE CONSULTANTS, INC. CONSULTANT NAME / CONSULTANT LOGO PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS 10 RESPONSE TO CITY COMMENTS 11-14-19 02 RESPONSE TO 2ND COMMENTS 03-27-20 PERMIT DOCUMENTS 29 JULY 2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY HL CHECKED BY HWL DATE 29 JULY 2019 ARCHITECT / ENGINEER SEAL 8201 REGISTERED ARCHITECT r ` HAYNES LUND STATE flF WASHINGTON SHEET TITLE BUILDING HEIGHT & LOT COVERAGE CALCULATION SHEET NUMBER 0 2'-8" 5-4" 10'-8" 16' GRAPHIC SCALE3/16"= 1'-0" A02 © 2016 Haynes Wilson Lund Architects, Ilc mi�l�om = 1 HOUR RATED FLOOR/CEILING SYSTEM IN ACCORDANCE W/ IBC SECTION 420.2 lololl ----------H_--- \X \X X/ N X/ XX X, /Z_� LLL BLDG SECTION SHOWING FIRE RATED BARRIERS 1/8' = 1'-0" 0 UNIT SEPARATION WALL 1 HOUR RATED IN ACCORDANCE WITH IBC SECTION 420.2 ■i■i■i■i■i■i■i■= STAIR SEPARATION WALL 0 1 HOUR RATED IN ACCORDANCE WITH IBC SECTION 1023.2 milmilmilmilmilmilmilmilmilmilm = SHAFT SEPARATION WALL 1 HOUR RATED IN ACCORDANCE WITH IBC SECTION 713.4 FIRE RATED WALL PLAN FLOOR 1 1 /8" = 1'-0" RATED WALLS ON FLOORS 2 & 3 SIMILAR 0 4' 8' 16' 24' GRAPHIC SCALE: 1 /8"= 1'-0" CONSULTANT NAME / CONSULTANT LOGO PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 / FIRE RESISTANCE REQUIREMENTS BASED ON TYPE OF CONSTRUCTION REVISIONS CONSTRUCTION TYPE = V-B SEE SHEET A01 10 RESPONSE TO CITY COMMENTS 11-14-19 i 0 RESPONSE TO 2ND COMMENTS 02-17-20 / STRUCTURAL FRAME: 0 HOURS TABLE 601 BEARING WALLS: 0 HOURS TABLE 601 03 RESPONSE TO 3RD COMMENTS 07-02-20 / NON -BEARING WALLS: 0 HOURS TABLE 601 FLOOR CONSTRUCTION: 0 HOURS TABLE 601 I I FIRE RESISTANCE REQUIREMENTS BASED ON SEPARATION DISTANCE PERMIT DOCUMENTS 29 JULY 2019 / ' � I BID DOCUMENTS CONSTRUCTION TYPE V-B, OCCUPANCY R TABLE 602 / 0' < X < 5' 1 HOUR CONSTRUCTION DOCUMENTS o i 5'<X<10' 1HOUR / "' 10'<X<30' 0HOURS ' 30' < X 0 HOURS PROJECT NUMBER o O., � DRAWN BY HL ACTUAL SEPARATION DISTANCES: CHECKED BY HWL SOUTHWEST WALL = 20, MINIMUM 0 HOURS DATE 29 JULY 2019 ° ° SOUTH WALL = > 30' 0 HOURS ARCHITECT/ ENGINEER SEAL EAST WALL = > 30' 0 HOURS NORTH WALL = > 30� 0 HOURS \ / �` � ^� o WEST WALL = > 30 0 HOURS Vertical separation of openings not required due to sprinkler protection Sec. 705.8.5, Exc. 2 Fire Partitions Applies to walls separating units and stair enclosures Fire Resistance Rating = 1 hour Sec. 708.3 Must be continuous from deck to underside of floor/ceiling system Sec. 708.4 Must be fireblocked above ceiling Sec. 708.4 Fireblocking can be: 2" nominal lumber Sec. 718.2.1 Horizontal Assemblies Applies to Floor/Ceiling system separating units Sec. 402.3 Fire Rating = 1 hour Sec. 711.2.4.3 Through penetration must be protected with fire stopping system Sec. 714.4.1.2 T-Rating not required for penetrations within a wall cavity & floor & tub drains that remain within ceiling cavity Membrane penetrations required so system rating is not reduced Sec. 714.4.2 Exceptions: Annular space of sprinkler w/ escutcheon Double top plate if protected w/ Type X gyb bd PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL ® MECHANICAL ® PLUMBING ELECTRICAL ® ENERGY ® ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: DATE:07/29/2020 WEST COAS CODE CONSULTANTS, INC. SHEET TITLE FLOOR PLAN & SECTION W/ FIRE RATINGS SHEET NUMBER A03 © 2016 Haynes Wilson Lund Architects, Ilc I I I I I ® II 1 WALL E4 WALL W3 I r--� - ' 1 - fV cn = ®------_ w �; I o l z ® Q c MoF 1 Q 1 00 1----- -- ----� - - - WALL E1 WALL E2 ------ ------ WALL IDENTIFICATION PLAN 1 /8" = 1'-0" RATED WALLS ON FLOORS 2 & 3 SIMILAR EXTERIOR WALL AREA CALCULATIONS - - -A/tAtL W-k NI I J - - QI I fV Z ® IQ i INSULATED SOFFIT, 86 SF I WALL W2 •---------- I rL-) -1 j n I I Iz IJ IQ I� I II ;1 ------------ WALL E3 0 4' 8' 16' 24' GRAPHIC SCALE: 1 /8"= 1'-0" WALL TAG EXT WALL TOTAL WALL FIXED GLAZING OPERABLE AREA OF OPAQUE WALL SYSTEM AREA AREA GLAZING AREA DOORS AREA N1 N2 N3 N4 EW1 538 27 EW2 542 0 EW3 590 0 18 0 33 0 0 0 61.5 493 542 557 493.5 672.8 EW3 555 0 0 E1 EW1 896 0 165 58.2 E2 EW2 253 18.5 38 19.4 177.1 E3 EW1 896 0 165 58.2 672.8 E4 EW3 650 0 51 61.5 537.5 E5 EW2 87 0 0 0 87 S1 EW1 538 27 18 0 493 S2 EW1 265 0 0 20.5 244.5 460 162 274 825.5 273 1603 113.8 8681.5 S3 EW4 542 0 0 82 0 S4 EW1 162 0 0 W1 EW2 274 0 0 0 W2 EW1 W3 EW4 SW1 EW1 NW1 EW1 OVERALL TOTAL GLAZING PERCENTAGE 896 290 1831 205 10,010 9 0 17 201 0 61.5 0 0 27 0 33 58.2 847.5 8.47% 481 ALL AREAS ARE LISTED AS SQUARE FEET PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL ® MECHANICAL ® PLUMBING ELECTRICAL ® ENERGY ® ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: DATE:07/29/2020 WEST COAS CODE CONSULTANTS, INC. CONSULTANT NAME / CONSULTANT LOGO PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS PERMIT DOCUMENTS 29 JULY 2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY HL CHECKED BY HWL DATE 29 JULY 2019 ARCHITECT / ENGINEER SEAL 8201 REGISTERED ARCHITECT r ` HAYNES LUND STATE flF WASHINGTON SHEET TITLE BUILDING ENVELOPE CALCULATIONS SHEET NUMBER A 04 © 2016 Haynes Wilson Lund Architects, Ilc PROJECT SPECIALTIES & APPLIANCES Substitutions are allowed for any specialty or appliance if the substitution is deemed to be equal & acceptable by the Architect of Record. CALL OUT ON DRWGS MANUFACTURER PRODUCT DESCRIPTION COLOR DISHWASHER GE Built-in dishwasher Model #GS2100VWW White MICROWAVE GE 1.7 cu ft over -the -range sensor microwave oven White w/ 300 CFM vent; Model #JPVM9179DKWW RANGE GE REFRIGERATOR WASH ER/DRYER n GE WHIRLPOOL 30" free standing electric range Model #JBS45DFWW 15.5 cu ft Top Freezer Refrigerator Model #GTSI6DTHWW Stacked combination washer -dryer, electric Model #WET4027EW PROJECT COMPONENTS Substitutions are allowed for any product if the substitution is deemed to be equal & acceptable by the Architect of Record. CALL OUT ON DRWGS MANUFACTURER PRODUCT DESCRIPTION AIR -WATER BARRIER 3-M Air &Vapor Barrier 3015 ALUM RAILING Superior Aluminum Co. Series 9100, double top rail Duranodic finish ASPHALT SHINGLE GAF 1 Timberline HD UL Class A Rated White ATTIC VENT White White BIKE RACK Dayus Owens-Corning American Bicycle Security Co. BLOW-IN INSUL Greenfiber Inc. R-3.7 per inch CEM BD PANEL CEM BD SIDING CEM BD TRIM DAL2-FF, w/ 2" storm -proof blades Eco-Touch Pink Fiberglas Insulation R-19 for 5-1/2" Arc Rack, foot mount, powder coated All Borat cellulose blow -in insulation James Hardie Co. HardiePanel Vertical Siding smooth finish James Hardie Co. HardiePlank Siding, Select Cedarmill 6" Lap James Hardie Co. HardieTrim boards, 5/4 smooth finish CEMENT FACED Styro Industries, Inc. FP Ultra Light Foundation Insulation RIGID INSULATION Panels, stucco texture X910711.11 NA Black TBD white NA Bronze NA TBD TBD Arctic White TBD CTIG See Sheet A81. DECK MEMBRANE Gaco Western Co.. GacoDeck TBD EZ-# EasyTrim Reveals, Inc. Fiber Cement Panel System trim primed FIRE RATED SEALANT 3M Corporation Red Fire -Barrier Sealant Caulk Paintable CP 25WB Plus FR OSB SHEATHING Louisiana Pacific Corp. LP Flameblock Plus NA GWB Georgia Pacific Co. ToughRock gypsum wallboard, Type X as required NA thickness as noted GYP-CRETE Maxxon Corp. Gyp -Crete Floor Underlayment NA thickness as noted KNOX BOX Knox Co. Model 3200 with hinged door & Recessed Black Mounting kit MAIL CLUSTERBOX Florence Mfg. Co. Model 1570-12 Sandstone pedestal mount MDF CASING Architectural Millwork Medium Density Fiberboard Casing primed Manufacturing Corp. stock number as noted RIDGE VENT GAF Cobra Ridge Vent 3 Match Shingles THRESHOLD, AD Pemko R50SSMR, Aluminum CLEAR �3` VENT CAP, ROOF FAMCO Roof Vent w/ extension BLACK Model BK4 & BK6 VENT CAP, WALL FAMCO Hooded Wall Vent w/spring loaded damper TBD & screen, Model WVEB4 & WVEB6 VINYL FLOORING eproof Co.. LuxuryViny h1,-F�`J TBD VINYL WINDOW WOOD DOOR XPS INSUL See Sheet A81 Steves & Son Shaker 3-lite stained mahogany NA pre -hung entry door Owens Corning Formular 150 extruded polystyrene rigid foam NA insulation, R-5 per inch GENERAL PROJECT NOTES 1. ALL COMPONENTS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. ALL EQUIPMENT & APPLIANCES ARE TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS, INCLUDING WORKING CLEARANCES. THEY SHALL BE SET LEVEL AND VERIFIED TO BE IN FULL WORKING ORDER. 3. PROVIDE OWNER'S MANUALS FOR ALL OPERATING EQUIPMENT & APPLIANCES. 4. PROVIDE CARE & MAINTENANCE MANUALS FOR ALL FINISH COMPONENTS. 5. PROJECT SHALL COMPLY WITH 2O15 WASHINGTON STATE ENERGY CODE FOR COMMERCIAL BUILDINGS. 6. AIR BARRIER SHALL BE CONTINUOUS AS INDICATED ON THE DRAWINGS. JOINTS WITHIN THE AIR BARRIER & CONNECTIONS BETWEEN THE AIR BARRIER AND OTHER MATERIALS SHALL BE SEALED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDED PRACTICES. 7. IN ACCORDANCE WITH WSEC SEC. C402.5.1.2, PERFORM AIR BARRIER TEST PER THE REQUIREMENTS OF ASTM E779 OR APPROVED EQUIVALENT. PROVIDE JURISDICTION WITH AIR BARRIER TEST REPORT AFTER TESTIS COMPLETED. IF THE TEST FAILS TO MEET THE STANDARDS LISTED IN THIS SECTION, PERFORM CORRECTIVE ACTIONS AS DESCRIBED IN WSEC SEC. C402.5.1.2. 8. AN R-VALUE IDENTIFICATION MARK SHALL BE APPLIED BY THE MANUFACTURER TO ALL BUILDING THERMAL ENVELOPE INSULATION 12" OR GREATER IN WIDTH, IN ACCORDANCE WITH WSEC SEC. C303.1.1. 9. FENESTRATION PRODUCTS SHALL BE LABELLED BY THE MANUFACTURER WITH U-VALUE RATINGS DETERMINED BY AN ACCREDITED INDEPENDENT LABORATORY THAT TESTED THE PRODUCTS PER NFRC 100, IN ACCORDANCE WITH WSEC SEC. C303.1.3. PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL ® MECHANICAL ® PLUMBING ELECTRICAL ®ENERGY ® ACCESSIBILITY FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: �a� DATE:07/29/2020 WEST COAS CODE CONSULTANTS, INC. CONSULTANT NAME / CONSULTANT LOGO PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS 1 RESPONSE TO CITY COMMENTS 11-14-19 0 RESPONSE TO 2ND COMMENTS 03-27-20 RESPONSE TO 3RD COMMENTS 07-02-20 PERMIT DOCUMENTS 29 JULY 2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY CHECKED BY DATE HL HWL 29 JULY 2019 ARCHITECT / ENGINEER SEAL REOI S TERED ARCHITECT HA3i'NES L�JN1� STATE OF YsATNGTON SHEET TITLE PRODUCTS & MATERIALS SHEET NUMBER A05 © 2016 Haynes Wilson Lund Architects, Ilc PARKING REQUIREMENTS Required parking spaces per dwelling type: EMC Sec 17.050.020 Studio 1.2 spaces per dwelling unit 1-bedroom 1.5 spaces per dwelling unit 2-bedroom 1.8 spaces per dwelling unit Parking required: Studio 1 unit 1.2 stalls 1-bedroom 6 units 9.0 stalls 2-bedroom 3 units 5.4 stalls TOTAL = 15.6 stalls Number of stalls provided 16 complies Accessible Stalls required 1 IBC Table 1106.1 Stall must meet van stall requirements ICCANSI A117.1 96" wide w/ adjacent 96" wide access aisle clear height = 98" DRAINAGE EASEMENT FOR ADAMANT HOMES, LLC I 10'-0" 0 GENERAL NOTES 1. REFER TO CIVIL CONSTRUCTION PLANS FOR ENGINEERING REQUIREMENTS, INCLUDING UTILITY AND FRONTAGE IMPROVEMENTS. 3 PARKING STALLS THIS ROW CONC WALK FLUSH W/ ASPHALT / VAN ACCESSIBLE STALL SIGNAGE / ' POLE MOUNTED PARKING / LOT LIGHTING, SEE SHEET A70 & / ELECTRICAL zz / I � / UNIT 2-BEDROOM ELEC� OM 0 95 NEI 1011 SF 0 7 / / i I1 IF cnnii ROOF OVERHANG, TYPICAL PATHWAY LIGHTING, SETBACK LINE, TYPICAL SEE SHEET A70 ACCESSIBLE ROUTE TO BLDG, —------ CROSS SLOPE SHALL NOT EXCEED 1/4" PER FT \ — POLE MOUNTED PARKING LOT LIGHTING, SEE SHEET A70 & ELECTRICAL 13 PARKING STALLS THIS ROW WHEEL STOP, TYPICAL FOR COMPLIANCE WITH THE APPLICABLE :ONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL ® MECHANICAL ® PLUMBING ELECTRICAL ® ENERGY ® ACCESSIBILITY FIRE ,LAN REVIEW ACCEPTANCE OF DOCUMENT; DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. DATE: 07/29/202 POLE MOUNTED PARKING LOT LIGHTING, SEE SHEET A70 & ELECTRICAL CONSULTANT NAME / CONSULTANT LOGO PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS 0 RESPONSE TO CITY COMMENTS 11-14-19 0 RESPONSE TO 2ND COMMENTS 03-27-20 PERMIT DOCUMENTS 29 JULY 2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY HL CHECKED BY HWL DATE 29 JULY 2019 ARCHITECT / ENGINEER SEAL U01 REGISTERED RCHITECT MAIL CLUSTERBOX �I ON POST }f RELOCATED POWER POLE & GUY WIRE r ` HAYNES LUND STATE OF WASHINGTON SHEET TITLE SITE PLAN SHEET NUMBER SITE PLAN 1 /8" = 1'-0" 0 4' 8' 16' 24' GRAPHIC SCALE: 1 /8'p= 1'-0" A10 © 2016 Haynes Wilson Lund Architects, Ilc " Z GENERAL NOTES -- FLOOR PLAN / 1. DIMENSIONS ARE TO THE FOLLOWING PLAN ELEMENTS: / A. OUTSIDE FACE OF STUDS @ EXTERIOR WALLS / B. FACE OF GYPSUM BOARD AT INTERIOR WALLS / C. CENTERLINE OF POSTS AND COLUMNS D. EDGE OF ROUGH OPENING AT WINDOWS 2. UNITS 11 & 13 ARE MIRROR IMAGES OF EACH OTHER. / DIMENSIONS SHOWN IN ONE UNIT APPLY EQUALLY TO THE ,,� 'y\ OTHER UNIT BUT OPPOSITE HAND. / 6' / C�'y\'L / / / / / i UNIT 12 2-BEDROOM 'yti\ L2\ s 3'-6" � 3 10'. �'5\of � \C / 00 0 8'77 3/4" 1_411 11_411 5/8" GWB ON 2X4 STUDS ; / fig\ @ 16 OC �. Q ti Ln Z- ' / `" 5'-2" 21-611 I I 7'-11" ; I 14'-10" 3 N M / 7'-5 1/4" I I 19'-4 1/2" -----------------------------J 1° 91/4" I -------------- 1 i c-I O 0 ci ('4 \ O 9 1/4" GROUND FLOOR PLAN 1/4" = 1'-0" 9'-7 1/4" 17'-0 1/4" N 61/2" - � M � Ln L ci c-I N N o in 3'-11" Ln 6'-7" 2'-111/4" 3'-113/4" Or I' � 3 -0 4 -0 2 -0 ' i' lD I i i I� i' I I I' C) N r------- fd-- \ UNIT 13 `° - J - 1-BEDROOM Ln L------- —Ln- 6' 0 10 \ 0 0 m 6'-4" 12'-3 1/4" c-I \ M L 2'-31/4" 7'-41/ 12'-113/411 o — - _--- - 2'-S 1 / 2 : -- 01 In Y 3'-41/2" 9'-7" UNIT 10 STUDIO 0� ROOM 15 ELECTRICAL RM 9'-5 1/2" ROOM 14 SPRINKLER RM UNIT 11 1-BEDROOM I\ m n 6rn n v °° Ll 9'-9" 19'-4 1/2" 12'-3 1/4" 01 7'-0 1/4" 0 v CONSULTANT NAME / CONSULTANT LOGO PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS 10 RESPONSE TO CITY COMMENTS 11-14-19 02 RESPONSE TO 2ND COMMENTS 03-27-20 / RESPONSE TO 3RD COMMENTS 07-02-20 PERMIT DOCUMENTS 29 JULY 2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY HL CHECKED BY HWL DATE 29 JULY 2019 ARCHITECT / ENGINEER SEAL 8201 RE131 STERED ARCHITECT 1 � ESLUND STATE A F�WASHINGTON PLAN REVIEW ACCEPTANCE SHEET TITLE 9 1/4" FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL FLOOR 1 ® MECHANICAL ® PLUMBING ❑ DIMENSION PLAN ELECTRICAL ENERGY ® ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. /� F SHEET NUMBER BY: /1 A—' i /4- DATE:07/29/2020 WEST COAS CODE CONSULTANTS, INC. 0 2' 4' 8' 12' GRAPHIC SCALE: 1 /4"= 1'-0" A21 © 2016 Haynes Wilson Lund Architects, Ilc GENEF 1. ALL INTE EACH SII STUDS A 2. SEE SHE ROOF SN 3. SEE SHE 4. SEE SHE 5. UNITS 1 IN ONE I ALUP ALUP EW ACCEPTANCE ;E WITH THE APPLICABLE ODES IDENTIFIED BELOW. ® STRUCTURAL \L ® PLUMBING L ® ENERGY _ITY FIRE DEPTANCE OF DOCUMENTS ORIZE CONSTRUCTION TO ILATION OF ANY FEDERAL, -OCAL REGULATIONS. ;e�- DATE:07/29/2020 )DE CONSULTANTS, INC. CONSULTANT NAME / CONSULTANT LOGO PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS 10 RESPONSE TO CITY COMMENTS 11-14-19 / RESPONSE TO 3RD COMMENTS 07-02-20 PERMIT DOCUMENTS 29 JULY 2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY HL CHECKED BY HWL DATE 29 JULY 2019 ARCHITECT / ENGINEER SEAL U01 RE131 STEREErARCHITECT r ' HAYNES LUND STATE OF WASHING TON SHEET TITLE FLOOR 1 REFERENCE PLAN SHEET NUMBER GROUND FLOOR PLAN 1 /4" = 1'-0" 0 2' 4' 8' 12' GRAPHIC SCALE: 1 /4"= 1'-0" A21a © 2016 Haynes Wilson Lund Architects, Ilc N 0 CONSULTANT NAME / CONSULTANT LOGO PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS 10 RESPONSE TO CITY COMMENTS 11-14-19 02 RESPONSE TO 2ND COMMENTS 03-27-20 z RESPONSE TO 3RD COMMENTS 07-02-20 PERMIT DOCUMENTS 29 JULY 2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY HL CHECKED BY HWL DATE 29 JULY 2019 ARCHITECT / ENGINEER SEAL 8201 REQ1 STERED ARCHITECT r ` HAYNES LUND STATE OF WASHINGTON SHEET TITLE FLOOR 2 DIMENSION PLAN SHEET NUMBER LEVEL 2 FLOOR PLAN 0 2' 4' $' 12' 1 /4" = 11-0" GRAPHIC SCALE: 1 /4"= 1'-0" A22 © 2016 Haynes Wilson Lund Architects, Ilc U W ACCEPTANCE WITH THE APPLICABLE IDES IDENTIFIED BELOW. ® STRUCTURAL ® PLUMBING ® ENERGY Y FIRE !PTANCE OF DOCUMENTS RIZE CONSTRUCTION TO kTION OF ANY FEDERAL, CAL REGULATIONS. - 4- DATE: 07/29/2020 .,.,JE CONSULTANTS, INC. ARCH ITECTS L LC CONSULTANT NAME / CONSULTANT LOGO PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS 10 RESPONSE TO CITY COMMENTS 11-14-19 02 RESPONSE TO 3RD COMMENTS 07-02-20 PERMIT DOCUMENTS 29 JULY 2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY HL CHECKED BY HWL DATE 29 JULY 2019 ARCHITECT / ENGINEER SEAL 01 Ur RE131 STERED ARCRITZCT - >-� 117 r ' HAYNES LUND STATE OF WASHING TON SHEET TITLE FLOOR 2 REFERENCE PLAN SHEET NUMBER LEVEL 2 FLOOR PLAN 1 /4" = 1'-0" 0 2' 4' 8' 12' GRAPHIC SCALE: 1 /4'p= 1'-Opp A22a © 2016 Haynes Wilson Lund Architects, Ilc / N 0 N O \N REVIEW ACCEPTANCE COMPLIANCE WITH THE APPLICABLE TRUCTION CODES IDENTIFIED BELOW. SUILDING ® STRUCTURAL AECHANICAL ® PLUMBING :LECTRICAL ® ENERGY kCCESSIBILITY ❑ FIRE REVIEW ACCEPTANCE OF DOCUMENTS i NOT AUTHORIZE CONSTRUCTION TO EED IN VIOLATION OF ANY FEDERAL, STATEF�OR LOCAL REGULATIONS. BY: lt+Tl.� DATE: 07/29/2020 WEST COAS CODE CONSULTANTS, INC. CONSULTANT NAME / CONSULTANT LOGO PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS 10 RESPONSE TO CITY COMMENTS 11-14-19 02 RESPONSE TO 2ND COMMENTS 03-27-20 03 RESPONSE TO 3RD COMMENTS 07-02-20 PERMIT DOCUMENTS 29 JULY 2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY HL CHECKED BY HWL DATE 29 JULY 2019 ARCHITECT / ENGINEER SEAL 8201 REQ1 STERED ARCHITECT r ` HAYNES LUND STATE OF WASHINGTON SHEET TITLE FLOOR 3 DIMENSION PLAN SHEET NUMBER LEVEL 3 FLOOR PLAN 0 2' 4' $' 12' 1 /4" = V-0" GRAPHIC SCALE: 1 /4"= 1'-0" A23 © 2016 Haynes Wilson Lund Architects, Ilc ALUM DOWN ALUM DOWN Qwu N ACCEPTANCE WITH THE APPLICABLE DES IDENTIFIED BELOW. ® STRUCTURAL ® PLUMBING ® ENERGY Y FIRE PTANCE OF DOCUMENTS RIZE CONSTRUCTION TO kTION OF ANY FEDERAL, CAL REGULATIONS. �/4' DATE:07/29/2020 .v�� I ��..1E CONSULTANTS, INC. CONSULTANT NAME / CONSULTANT LOGO PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS 10 RESPONSE TO CITY COMMENTS 11-14-19 z RESPONSE TO 3RD COMMENTS 07-02-20 PERMIT DOCUMENTS 29 JULY 2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY HL CHECKED BY HWL DATE 29 JULY 2019 ARCHITECT / ENGINEER SEAL 8201 REGISTERED ARCHITECT ZV r ` HAYNES LUND STATE -OF WASHINGTON SHEET TITLE FLOOR 3 REFERENCE PLAN SHEET NUMBER LEVEL 3 FLOOR PLAN 1 /4" = 1'-0" 0 2' 4' 8$ 12' GRAPHIC SCALE: 1 /4"= 1'-0" A23a © 2016 Haynes Wilson Lund Architects, Ilc SOFFI SOFFIT VENTS, 8 REQD RIDGE VENT, 12 LIN FT SOFFIT VENTS, 25 REQD ATTIC VENTILATION PLAN 1 /81f = 1'-011 VVr1LL V LIV I, k-tj I\L\..(V ATTIC VENTILATION CALCULATIONS VENT AREA TOTAL REQUIRED I MIN @ RDGE (SO IN) MAX @ RIDGE NO. OF ROUND SOFFIT VENTS SOFFIT VENT AREA VENT NO. OF WALL VENTS AREA PROVIDED WALL VENT AREA (SO IN) LIN FT OF RIDGE VENT RIDGE VENT AREA TOTAL VENTING PROVIDED SECTION ATTIC AREA (SO FT) ATTIC 1 642 ATTIC 2 642 ATTIC 3 1129 ATTIC 4 290 ATTIC 5 348 308 308 123 123 154 50 50 60 25 0 160 160 192 80 0 0 0 2 0 8 0 0 85 0 340 12 12 22 5 0 148 148 271 62 0 308 308 548 142 340 154 542 217 271 139 56 70 334 134 167 VENTILATION REQUIRED = 1/300 OF ATTIC AREA CLASS I OR II VAPOR RETARDER VENTILATION @ RIDGE BETWEEN 40% & 50% OF REQUIRED RIDGE VENT AREA = 12.3 SO IN PER LINEAR FOOT ROUND SOFFIT VENT AREA = 3.2 SO IN EACH 14" X 8" WALL VENT AREA = 42.5 SO IN EACH = VENTILATION REQUIRED TAKEN AS 1/150 DUE TO MINIMAL VERTICAL HEIGHT OF ATTIC SEC.1203.2 EXC. SEE WALL SECTIONS PER MANUFACTURER PER MANUFACTURER PER MANUFACTURER SEC.1203.2 EXC. JT NTS, 25 REQD VT, 5 LIN FT 290 SQ FT \IT,12LIN FT SOFFIT VENTS, 25 REQD ROOF PLAN 1 /81f = 11-011 IA 1 \lIIJLV I\VVI V V LI\ JI(lll\ I\vvl L, I Lvvl♦ i 0 41 81 16' 24' GRAPHIC SCALE: 1 /8f1= 1'-011 PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL ® MECHANICAL ® PLUMBING ELECTRICAL ® ENERGY ® ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: DATE:07/29/2020 WEST COAS CODE CONSULTANTS, INC. CONSULTANT NAME / CONSULTANT LOGO PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS 10 RESPONSE TO 2ND COMMENTS 03-27-20 A RESPONSE TO 3RD COMMENTS 07-02-20 PERMIT DOCUMENTS 29 JULY 2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY HL CHECKED BY HWL DATE 29 JULY 2019 ARCHITECT / ENGINEER SEAL $201 REGISTEREDNI'�'��Z' 7 f ff j f {{ r ` HAYNES LUND STATE OF WASHTNGTON SHEET TITLE ROOF PLAN SHEET NUMBER A24 © 2016 Haynes Wilson Lund Architects, Ilc Al I IRA I'l/1\./Klr!`I lI 1T Al I IRA TRIM, TYPICAL TIGHTLINE LR4 ABOVE K-T-� EAST ELEVATION (TO EDMONDS WAY) 1 /41f = 11-011 REFERENCE ELEVATION 100'-0" = ACTUAL ELEVATION 399'-9" ANCE ICABLE BELOW TURAL ING Y ;UMENTS TION TO DERAL, NS. 7/29/2020 VTS, INC. {ARCH ITECT CONSULTANT NAME / CONSULTANT LOGO PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS 1'. RESPONSE TO CITY COMMENTS 11-14-19 PERMIT DOCUMENTS 29 JULY 2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY HL CHECKED BY HWL DATE 29 JULY 2019 ARCHITECT / ENGINEER SEAL REGISTERED ARCHITECT r ` HAYNES LUND STATE OF WASHINGTON SHEET TITLE BUILDING ELEVATIONS SHEET NUMBER NORTH ELEVATION TO PARKING LOT 0 2' 4' 8' 12' 1 /411 = 11-0» a» GRAPHIC SCALE: 1 /41'= 11-011 A30 © 2016 Haynes Wilson Lund Architects, Ilc LAUNDRY ROOM VENT DRYER VENT BATHROOM VENT ROOF PLATE crc _ 1')rl A 7/AII FLOOR 3 FFE = 117'_6" FLOOR 2 Nv FLOOR 1 rrr - inn' WEST ELEVATION 1 /4)) = 1'-0" 0 DRYER VENT LAUNDRY ROOM VENT u u u Ll TYP Ll UU DECK OMITTED TO SHOW ELEVATION BEHIND BATHROOM VENT ALUM DOWNSPOUT TO TIGHT LINE CONSULTANT NAME / CONSULTANT LOGO PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS 1 RESPONSE TO CITY COMMENTS 11-14-19 PERMIT DOCUMENTS 29 JULY 2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY HL CHECKED BY HWL DATE 29 JULY 2019 ARCHITECT / ENGINEER SEAL 8201 REGISTERED ARCHITECT r ` HAYNES LUND STATE flF WASHINGTON SHEET TITLE BUILDING ELEVATIONS SHEET NUMBER SOUTH ELEVATION 1 /8" = 11-0" 0 24' 8' 12' EW GRAPHIC SCALE: 1 /4"= 1'-0" A31 © 2016 Haynes Wilson Lund Architects, Ilc 0 NORTHWEST ELEVATION 1 /8" = 1'-0" E N. Ts 0 )20 �I AR-C14.1-trcT.S! L L C CONSULTANT NAME / CONSULTANT LOGO PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS L RESPONSE TO CITY COMMENTS 11-14-19 PERMIT DOCUMENTS 29 JULY 2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY HL CHECKED BY HWL DATE 29 JULY 2019 ARCHITECT / ENGINEER SEAL 01 Ur RE131 STERED ARCHITECT F ` HAYNES LUND STATE flF WASHINGTON SHEET TITLE BUILDING ELEVATIONS SHEET NUMBER SOUTHWEST ELEVATION (BACK 1 /8" = 1'-0" 0 2' 4' 8' 12' GRAPHIC SCALE: 1 /4"= 1'-0" A32 © 2016 Haynes Wilson Lund Architects, Ilc ------------- SOUTHWEST - - - - ----_-- - -- PROPERTY LINE UNIT 32 FLOOR 1 FFE = 417'-6" UNIT 22 FLOOR 2 FFE = 408'-9" 2 ROOF CAP FOR BATHROOM & LAUNDRY VENTS FOR UNITS 12, 22, 32 STORAGE STORAGE ---- -- — PROPERTY LINE @ EDMONDS WAY ----------- NEW PARKING _________ © O� LOT ON FILL \� \ r l NEW UNIT 12 TRASH - - WALLRETAINING FLOOR 1 \ \ \ FFE = 100'-0" \ \\ \\ \ X///\ NORTH -SOUTH BUILDING SECTION LOOKING WEST @WALKWAY 1 /8" = 1'-0" SOUTHWEST --- ----------- PROPERTY LINE --- EXISTING GRADE CONSULTANT NAME / CONSULTANT LOGO PROJECT TITLE / PROJECT ADDRESS New Construction for THRU-WALL BATHROOM & L7:—j VENT CAPS FOR UNIT 10 LLLLU LLLLU EDMONDS -- — NORTH PROPERTY CROSSING LINE APARTMENTS UNIT 33 UNIT 31 ° 23830 Edmonds Way UNIT 23 UNIT 21 Q4 Edmonds, WA. 98026 EXISTING GRADE NEW PARKING LOT / UNIT 13 UNIT 10 UNIT 11 X/ X// X/// V X// X/ NORTH -SOUTH BUILDING SECTION LOOKING WEST @ TERRACE 1 /8" = 1'-0" SOUTHWEST - PROPERTY LINE FLOOR 1 FFE = 117'-6" UNIT 32 THRU-WALL KITCHEN VENT CAPS FOR U NITS 11, 21, 31 li 'I-, i �i oo� o0000000 000000 -- 000��o 00000000 000000 oo��oo 00000000 00000 0 0000 00000000 000 0 WOOD LATH 1' SCREEN W/ GUARDRAIL WOOD LATH SCREEN ' W/GUARDRAILTERRACE TERRACE WOOD LATH FFE = 111'-8" UNIT 22 SCREEN FLOOR 2 IRV FFE = 108'-9" - o00000 _777-77- 000000 00 \ \ UNIT 12 UNIT 10 /\ yl OOR 1 \ \ FFE = 100'-0" \ / / // \/\ /\ \� x/ EAST -WEST BUILDING SECTION LOOKING NORTH 3 1 /8" = 1'-0' PROPERTY LINE @ EDMONDS WAY - EXISTING GRADE PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL ® MECHANICAL ® PLUMBING ELECTRICAL ® ENERGY ® ACCESSIBILITY FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: � �7� DATE:07/29/2020 WEST COAS CODE CONSULTANTS, INC. 7 NEW CURB@ EDMONDS WAY 0 4' 8' 16' 24' GRAPHIC SCALE: 1 /811= 1'-0" REVISIONS 0 RESPONSE TO CITY COMMENTS 11-14-19 L RESPONSE TO 3rd COMMENTS 07-02-20 PERMIT DOCUMENTS 29 JULY 2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY HL CHECKED BY HWL DATE 29 JULY 2019 ARCHITECT / ENGINEER SEAL 9i i.Q Y REGISTERED ARCHITECT r ` HAYNES LUND STATE OF WASHTNGTON SHEET TITLE BUILDING SECTIONS SHEET NUMBER A33 © 2016 Haynes Wilson Lund Architects, Ilc DEMISING WALL SYSTEM 1 3" FIRE RATING = U- VALUE = STC RATING = 1 HOURS NOT RELEVANT 56 GA FILE NO. WP 3370 NRC TEST NO. TL-93-266 - 5/8" GYPSUM BOARD, TYPE X -- 2-1/2" METAL C-H STUD @ 24" ON CENTER -- 1" GYPSUM SHAFT WALL LINER PANEL 2- SHAFT WALL SYSTEM 1 5/8" TYPE X GYPSUM BOARD 2x6 WOOD STUDS, SEE STRUCTURAL FOR SPACING 3" MINERAL FIBER INSULATION AIR SPACE 2x6 WOOD STUDS, SEE STRUCT FOR SPACING 3" MINERAL FIBER INSULATION 5/8" TYPE X GYPSUM BOARD 1` VOTE: INSTALL VERTICAL MINERAL :IBER BATTS ACROSS PARTITION AT 10'-0" ON CENTER OUTSIDE AIR FILM (R-0.17) CEMENT BD SIDING PANEL (R-0.34) 1" AIR SPACE (R-1.00) 1-1/2" RIGID INSULATION (R-7.50) AIR -WATER BARRIER 15/32" FIR PLYWD SHEATHING (R-0.63) 2x6 WOOD STUDS, SEE STRUCT FOR SPACING 5-1/2" BATT INSULATION (R-20) 5/8" GYPSUM BOARD TYPE X (R-0.45) INTERIOR AIR FILM (R-0.68) TOTAL R-VALUE = 30.77 EXTERIOR WALL SYSTEM 4 ROOF SYSTEM 3 3" = 1'-0" FIRE RATING = 0 HOURS U- VALUE = NOT RELEVANT STC RATING = NOT RELEVANT IIC RATING = NOT RELEVANT ASPHALT SHINGLE (R-0.44) AIR -WATER BARRIER 5/8" PLYWOOD SHEATHING (R-0.77) WOOD JOIST (SEE STRUCT) OUTSIDE AIR FILM (R-0.17) CEMENT BD LAP SIDING (R-0.34) 1" AIR SPACE (R-1.00) 1-1/2" RIGID INSULATION (R-7.50) AIR -WATER BARRIER 15/32" FIR PLYWD SHEATHING (R-0.63) 2x6 WOOD STUDS, SEE STRUCT FOR SPACING 5-1/2" BATT INSULATION (R-20) 5/8" GYPSUM BOARD TYPE X (R-0.45) INTERIOR AIR FILM (R-0.68) TOTAL R-VALUE = 30.77 EXTERIOR WALL SYSTEM 3 ROOF SYSTEM 2 3" = 1'-0" FIRE RATING = 0 HOURS U- VALUE = 0.01895 STC RATING = 59 IIC RATING = 50 --- OUTSIDE AIR FILM (R-0.17) DECK TRAFFIC MEMBRANE (R-0.44) AIR -WATER BARRIER (R-5) 5/8" PLYWOOD SHEATHING (R-0.77) AIRSPACE (6" MIN) (R-1.00) WOOD TRUSS (SEE STRUCT) BLOWN -IN INSULATION 13-1/4" AVERAGE DEPTH (R-49.00) VAPOR BARRIER RESILIENT CHANNELS @ 24" OC 2 LAYERS 1/2" GYPSUM BOARD (R-0.90) INTERIOR AIR FILM (R-0.61) TOTAL R-VALUE = 52.75 PER CALCULATION PER AWC WIJ-1.7 PER AWC WIJ-1.7 OUTSIDE AIR FILM (R-0.17) CEMENT BD SIDING PANEL (R-0.34) 1" AIR SPACE (R-1.00) 1-1/2" RIGID INSULATION (R-7.50) AIR -WATER BARRIER 15/32" PLYWOOD SHEATHING (R-0.63) 2x6 WOOD STUDS, SEE STRUCT FOR SPACING 5-1/2" BATT INSULATION (R-20) 5/8" GYPSUM BOARD (R-0.45) INTERIOR AIR FILM (R-0.68) TOTAL R-VALUE = 30.77 EXTERIOR WALL SYSTEM 2 ROOF SYSTEM 1 3" = 1'-0„ FIRE RATING = 0 HOURS U- VALUE = 0.01906 STC RATING = NOT RELEVANT OUTSIDE AIR FILM (R-0.17) ASPHALT SHINGLE (R-0.44) AIR -WATER BARRIER 5/8" PLYWOOD SHEATHING (R-0.77) AIRSPACE (6" MIN) (R-1.00) BLOWN -IN INSULATION 13-1/4" AVERAGE DEPTH (R-49.00) WOOD TRUSS (SEE STRUCT) VAPOR BARRIER 1/2" GYPSUM BOARD (R-0.45) INTERIOR AIR FILM (R-0.61) TOTAL R-VALUE = 52.44 PER CALCULATION OUTSIDE AIR FILM (R-0.17) CEMENT BD LAP SIDING (R-0.34) 1" AIR SPACE (R-1.00) 1-1/2" RIGID INSULATION (R-7.50) AIR -WATER BARRIER 15/32" PLYWOOD SHEATHING (R-0.63) 2x6 WOOD STUDS, SEE STRUCT FOR SPACING 5-1/2" BATT INSULATION (R-20) 5/8" GYPSUM BOARD (R-0.45) INTERIOR AIR FILM (R-0.68) TOTAL R-VALUE = 30.77 EXTERIOR WALL SYSTEM 1 3» = 11_011 � 3» = 1,_0» � 311 = 1,_0» ��� 311 = 1141 � 3» = 1,_0„ FIRE RATING = 1 HOUR UL DESIGN #U415, SYSTEM A FIRE RATING = 1 HOUR INTERTEK LPB/WPPS-60-01 FIRE RATING = 1 HOUR INTERTEK LPB/WPPS-60-01 FIRE RATING = 0 HOURS FIRE RATING = 0 HOURS U- VALUE = NOT RELEVANT U- VALUE = 0.03250 PER CALCULATION U- VALUE = 0.03250 PER CALCULATION U- VALUE = 0.03250 PER CALCULATION U- VALUE = 0.03250 STC RATING = NOT RELEVANT STC RATING = NOT RELEVANT STC RATING = NOT RELEVANT STC RATING = NOT RELEVANT STC RATING = NOT RELEVANT REFERENCED TESTING AGENCIES GA= GYPSUM ASSOCIATION AWC = AMERICAN WOOD COUNCIL NRC = NATIONAL RESEARCH COUNCIL, CANADA 0 2" 4" 8" 1'-0" GRAPHIC SCALE: 3"= 1'-0" FLOOR SYSTEM 4 3" = 1'-0" FIRE RATING = U- VALUE _ STC RATING = IIC RATING = 0 HOURS 0.0306 NOT RELEVANT NOT RELEVANT INTERIOR AIR FILM (R-0.61) VINYL PLANK FLOORING (R-0.20) 3/4" GYP-CRETE (R-0.41) 3/4" T&G PLYWOOD (R-0.94) TJI FLOOR JOIST, SEE STRUCTURAL FILL VOID W/ BATT INSULATION (R-30) CEMENT BD SOFFIT (R-0.34) OUTSIDE AIR FILM (R-0.17) PER CALCULATION FLOOR SYSTEM 3 3" = 1'-0" FIRE RATING = U- VALUE _ STC RATING = IIC RATING = 0 HOURS NOT RELEVANT NOT RELEVANT NOT RELEVANT - DECK COATING 3/4" T&G PLYWOOD TJI FLOOR JOIST, SEE STRUCTURAL VINYL PLANK FLOORING CONCRETE SLAB, SEE STRUCTURAL - 4" EPS INSULATION X 48" WIDE ALONG EXTERIOR WALL GRAVEL BASE PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE ))) CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL F LO 0 R SYSTEM 2 ® MECHANICAL ®PLUMBING ELECTRICAL ENERGY 3" = 1 '-0" ® ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS FIRE RATING - NOT RELEVANT DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, U- VALUE - NOT RELEVANT STATE, OR LOCAL REGULATIONS. STC RATING = NOT RELEVANT BY: a� TG�- -�-DATE:07/29/2020 IIC RATING - NOT RELEVANT WEST COAS CODE CONSULTANTS, INC. FLOOR SYSTEM 1 FIRE RATING = U- VALUE _ STC RATING = IIC RATING = 1 HOUR NOT RELEVANT 60 50 PER CALCULATION VINYL PLANK FLOORING 3/4" GYP-CRETE 3/4" T&G PLYWOOD TJI FLOOR JOIST, SEE STRUCTURAL 3" MINERAL FIBER INSULATION RESILIENT CHANNEL @ 24" OC 5/8" TYPE C GYPSUM BOARD PER AWC WIJ-1.2 PER AWC WIJ-1.2 PER AWC WIJ-1.2 CONSULTANT NAME / CONSULTANT LOGO PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS 10 RESPONSE TO CITY COMMENTS 11-14-19 20 RESPONSE TO 3RD COMMENTS 07-02-20 PERMIT DOCUMENTS 29 JULY 2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY CHECKED BY DATE HL HWL 29 JULY 2019 ARCHITECT / ENGINEER SEAL 8201 R -(3:r 7 R E I} ARCHITECT 7 {' V��HAYNESLUND STATH OF WASHTNGTON SHEET TITLE EXTERIOR WALL ROOF & FLOOR SYSTEMS SHEET NUMBER A40 © 2016 Haynes Wilson Lund Architects, Ilc nnnr cN/C=rnn 9 PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL ® MECHANICAL ® PLUMBING ELECTRICAL ® ENERGY ® ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: �7A. S DATE: 07/29/2020 WEST COAS CODE CONSULTANTS, INC. CONSULTANT NAME / CONSULTANT LOGO PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS 10 RESPONSE TO CITY COMMENTS 11-14-19 PERMIT DOCUMENTS 29 JULY 2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY HL CHECKED BY HWL DATE 29 JULY 2019 ARCHITECT / ENGINEER SEAL 8201 REGISTERED ARCHITECT r ` HAYNES LUND STATE OF WASHING7017 SHEET TITLE EXTERIOR WALL SECTIONS SHEET NUMBER WALL SECTION 1 /2" = 1'-0" WALL SECTION 1 /2" = 1'-0" WALL SECTION 1 /2" = 1'-0" 0 1'-0„ 2'-Q„ 4'-Q„ 6'-Q„ GRAPHIC SCALE: 1 /2"= 1'-0" © 2016 Haynes Wilson Lund Architects, Ilc �PLANTER EDG�ED�E TAIL 3" = 1'-0" FLOOR 3 FFE = 117'-6" 1 24 %4 TYP EXT WALL SYSTEM 2, SIM ( ` oA; MAX DEPTH OF SOIL IN - 4� PLANTER /— 34 33 4 4%TYP TYP \ \ TERRACE I FFE = 111'-8" NOM ROOF SYSTEM 3 FLOOR 2 FIFE = 108'-9" EXT WALL FLOOR 1 FIFE -.a METAL COUNTERFLASHING MTL FLASHING FIT TIGHT TO SHINGLES EXTEND AIR/WATER - BARRIER UNDER CFLG 2 - --- ----- — N 41 � - M 47 ' � 1 o °a �//�//���/���/��//��/o 0 0 0 0 0 0 0 ��i��iy,iy,Xv, Xv �i��i��i� a PT WOOD LATTICE VINYL LATTICE SHOE PT 2x6 --- 3/4" EXT PLYWD SEALANT METAL BASE FLASHING - EDGE TAPE RUN DECK COATING OVER EDGE TAPE WOOD FRAMING, SEE STRUCT - MTL FLASHING --- EXT WOOD TRIM �- - SEALANT -- EZ-8 J-TRIM CEMENT BD PANEL ROOF EDGE @DECK 3" = 1'-0" PLANTER DRAIN, (2) REQD W/ ONE 2" HIGHER AS OVERFLOW DRAIN WALL VENT, 14" X 8", 42.5 SQ IN FREE AREA, (4) REQD ' - ROOF SYSTEM 2 -- - SPACER FOR VENTILATION OVER BEAM, SEE STRUCT 6" DIAM VENT HOLES IN ATTIC SHEATHING, 6 REQD (6 x 28 = 168 SQ IN), SEE STRUCT FOR SPACING 1'. FLOOR SYSTEM 2 FLOOR 3 FFE = 117'-6" 33 %4 TYP �1 \ i v v WALL DETAIL @DECK 3" = 1'-0" ROOF SYSTEM 1 --- PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL ® MECHANICAL ® PLUMBING ELECTRICAL ® ENERGY ® ACCESSIBILITY FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: �' �7Gr- ,Y4' DATE:07/29/2020 WEST COAS CODE CONSULTANTS, INC. CONSULTANT NAME / CONSULTANT LOGO PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS 1RESPONSE TO CITY COMMENTS 11-14-19 PERMIT DOCUMENTS 29 JULY 2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY HL CHECKED BY HWL DATE 29 JULY 2019 ARCHITECT / ENGINEER SEAL REGISTERED ARCHITECT 4 r ` HAYNES LUND STATE OF WASHTNGTON SHEET TITLE EXTERIOR WALL SECTIONS SHEET NUMBER A42 WALL SECTION 1 /2" = 1'-0" WALL SECTION 1 /2" = 1'-0" WALL SECTION 1 /2" = 1'-0" 0 1'-0" 2'-0" 4'-0" 6'-0" GRAPHIC SCALE: 1 /2"= 1'-0" © 2016 Haynes Wilson Lund Architects, Ilc - ROOF SYSTEM 1 WALL SECTION 1 /2" = 1'-0" 9 WALL SECTION 1/2" = 1'-0" 0 1'-0" 2'-0" 4'-0" 6'-0" GRAPHIC SCALE: 1 /2"= 1'-0" FINUUM:. CONSULTANT NAME / CONSULTANT LOGO PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS 1RESPONSE TO CITY COMMENTS 11-14-19 PERMIT DOCUMENTS 29 JULY 2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY HL CHECKED BY HWL DATE 29 JULY 2019 ARCHITECT / ENGINEER SEAL REGISTERED ARCHITECT f f ` HAYNES LUND STATE -OF WASHTNGTON SHEET TITLE EXTERIOR WALL SECTIONS SHEET NUMBER A43 © 2016 Haynes Wilson Lund Architects, Ilc METAL EDGI ALUM G CEMENT BD I TRUSS TAIL W/ l' FASCIA BI ROOF EAVE DETAIL 3" PT WOOD CAP CEMENT BD SIDING, SEE 41/A46 - EZ-8 J-TRIM SHT METAL FLASHING -- CONT SHT METAL COUNTERFLG --- - 0 CEMENT BD i i i SHT METAL FLASHING W/ --- PANEL I I EDGE TAPE BY EXPANSION TRIM COATING SUPPLIER FURRING STRIP z EDGE TAPE BY DECK COATING - SUPPLIER �. 2X4SOOR - I 00 SHT METAL BASE FLG SHT METAL BASE FLASHING O i DECK COATING \ EXTEND AIR/WATER BARRIER TO WOOD CAP TERRACE EDGE DETAIL 3" = 1'-0' WALL DETAIL @ATTIC 3/4" T&G EXT PLYWD DECKING PT WOOD 2X8 - WOOD TRUSS, SEE STRUCT \ T\ DGE BL� G, SEE STRUCT TERRACE DETAIL @WALL 3" = 1'-0" WALL DETAIL @ROOF 2x4 V" cnn ern METAL I METAL I PROVIDE BAI ROOF RAKE DETAIL RO TYPICAL META METAL FLA I N TI CEMENT BD TRIM SEE' CANOPY RAKE DETAIL 3" = 1'-0" METAL EDGE TRIM METAL EDGE TRIM SEALANT EZ-8, J-TRIM CEMENT BD PANEL ROOF EDG�ED ETAIL @ WALL ALUM CAP FLASHING --- W/ KEEPER STRIPS PT 2x WOOD, SLOPED - -_ EZ-8 J-TRIM CEMENT BD PANEL 3/4" EXT PLYWD WATERPROOF MEMBRANE POTTING SOIL (10" MAX DEPTH) FILTER FABRIC ---- PT WOOD CANT PEA GRAVEL, 2" DEEP - 3/4" EXT PLYWD -- 01 TOP OF WALL DETAIL @PLANTER CANOPY EDGE DETAIL @WALL 3" = 1'-0" PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL ® MECHANICAL ® PLUMBING ELECTRICAL ® ENERGY ® ACCESSIBILITY FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. + BY: -' 7r-V-y4' DATE:07/29/2020 WEST COAS CODE CONSULTANTS, INC. CONSULTANT NAME / CONSULTANT LOGO PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS PERMIT DOCUMENTS 29 JULY 2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY HL CHECKED BY HWL DATE 29 JULY 2019 ARCHITECT / ENGINEER SEAL 8201 REGISTERED ARCHITECT r HAYNES LUND STATE OF YsASHTNGTON SHEET TITLE EXTERIOR ROOF & DECK DETAILS SHEET NUMBER 0 2" 4" 8" 1'-0" A 5 GRAPHIC SCALE: 311= 1'-0" 3» = 1'-0" 3» = 1'-0" 3" = 1'-0" © 2016 Haynes Wilson Lund Architects, Ilc CEMENT BD PANEL EXTEND AIR/WATER BARRIER OVER FLG EZ-10 BASE TRIM SHT METAL FLG CEMENT BD TRIM SEALANT EZ-8 J-TRIM CEMENT BD PANEL EXTERIOR WALL @ATTIC 3" = 1'-0" CEMENT BD PANEL EXTEND AIR/WATER BARRIER OVER FLG EZ-10 BASE TRIM SHT METAL FLG SEALANT CEMENT BD SOFFIT PT 2X6, PAINTED VINYL LATTICE CAP MOULDING PT WOOD LATTICE EXTERIOR WALL @FLOOR 3" = 1'-0" CEMENT BD - PANEL EXTEND AIR/WATER BARRIER OVER FLG EZ-10 BASE TRIM SHT METAL FLG CEMENT BD TRIM SEALANT EZ-8 J-TRIM - CEMENT BD PANEL EXTERIOR WALL @FLOOR 3» = 1'-0" DECK EDGE DETAIL 3» = 1,-0„ CEMENT BD SIDING RUN AIR/WATER BARRIER OVER FLG SHT METAL FLG OPEN JOINT CEMENT BD TRIM SEALANT CEMENT BD SIDING EXTERIOR WALL @FLOOR 3» = 1'-0" EXTERIOR WALL @WALKWAY 3» = 1'-0" PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL [A] MECHANICAL L& VLUIVIL31NU ELECTRICAL ® ENERGY ® ACCESSIBILITY FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. a+7 DATE: 07/29/2020 VEST COAS CODE CONSULTANTS, INC. 0 2" 4" GRAPHIC SCALE: 311= 1'-0" CONSULTANT NAME / CONSULTANT LOGO PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS 1'. RESPONSE TO CITY COMMENTS 11-14-19 PERMIT DOCUMENTS 29 JULY 2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY HL CHECKED BY HWL DATE 29 JULY 2019 ARCHITECT / ENGINEER SEAL $�U1 RE13ISTERED ARCHITECT r ` HAYNES LUND STATE OF WASHTNGTON SHEET TITLE EXTERIOR WALL DETAILS SHEET NUMBER mro © 2016 Haynes Wilson Lund Architects, Ilc EZ-12, CORNER TRIM -- -- FURRING STRIP, TYP 6x6 WOOD COLUMN, SEE STRUCTURAL CEMENT BD PANEL EZ-S J-TRIM TYPICAL EXT DOORJAMB, SEE43/A80 PLAN DETAIL @CORNER 3" = 1'-0" CEMENT BD PANEL EXTEND AIR/WATER BARRIER OVER FLG EZ-10, HORIZONTAL BASE METAL BASE OF WALL FLASHING -- CEMENT FACED RIGID -- INSULATION, 2" THK \ PATIO STAB SLOPE DN 1/4" PER FT U a AM a o l l EXTERIOR WALL DETAIL @FOOTING 3" = V-0" ------------ EXT WALL SYSTEM 2 OR 4 BASE PLATE, SEE STRUCTURAL -- BASE BOARD SEALANT 1-1/2" RIGID INSUL — FLOOR FINISH CONC SLAB ON GRADE, SEE STRUCTURAL PLAN DETAIL @CORNER. 3" = 1'-0" EXTEND AIR/WATER ----- BARRIER OVER FLG METAL BASE OF WALL ----- FLASHING CEMENT FACED RIGID INSULATION, 2" THK ;1 EXTERIOR WALL DETAIL @FOOTING 3" = V-0" EZ-12, CORNER TRIM FURRING STRIP, TYP 6x6 WOOD COLUMN, SEE STRUCTURAL CEMENT BD PANEL ADDED ROW OF 2x4 STUDS SIMILAR TO EXT WALL SYSTEM 4 - -- EXT WALL SYSTEM 1 OR 3 BASE PLATE, SEE STRUCTURAL - -- BASE BOARD _-- SEALANT 1-1/2" RIGID INSUL FLOOR FINISH - CONC SLAB ON GRADE, SEE STRUCTURAL 4" RIGID INSUL x 4'-0" WIDE PLAN DETAIL @CORNER. S1 = 1'-0" - EZ-12, CORNER TRIM PLAN DETAIL @CORNER 3" = V-0" EZ-7 2-PIECE VERTICAL TRIM PLAN @PANEL JOINT 3" = V-0" rVTrnl/ln \A/A 1 I CEMENT BD PANEL FURRING STRIP - EXT WALL SYSTEM 2 OR 4 PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL ® MECHANICAL ® PLUMBING ❑ ELECTRICAL ® ENERGY ® ACCESSIBILITY FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,ORLOCAL REGULATIONS. BY: �✓a� dam' DATE:07/29/2020 WEST COAS CODE CONSULTANTS, INC. CONSULTANT NAME / CONSULTANT LOGO PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS PERMIT DOCUMENTS 29 JULY 2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY HL CHECKED BY HWL DATE 29 JULY 2019 ARCHITECT / ENGINEER SEAL REGISTERED ARCHITECT HAYNES LUND STATE OF YsASHTNGTON SHEET TITLE EXTERIOR WALL DETAILS SHEET NUMBER A47 © 2016 Haynes Wilson Lund Architects, Ilc TERRACE EDGE DETAIL 3" = 1'-0" PT WOOD LATTICE -------- -- -- ---------- VINYL LATTICE CAP - - - --_--_ MOULDING PT 2X6, PAINTED — ---- CONC STEM WALL , — -- SEESTRUCTURAL EXTERIOR WALL DETAIL @FOOTING METAL RAILING SYSTEM SHEET METAL CAP FLASHING KEEPER STRIPS, BOTH SIDES PT WOOD BLOCKING 1 (4) 3/8" DIAM x 4" LAG SCREWS, PROVIDE 3/16" DIAM PILOT HOLE 4x4 WD BLOCKING ATTIC VENT 3/4" EXT PLYWOOD ROOF DECKING, SEE STRUCTURAL - COMPRESSIBLE FILLER - CONC SLAB ON GRADE, SEE STRUCTURAL FACE OF WALL BELOW SEALANT, TYP SEALANT, TYP CEMENT BD TRIM, TYP SEALANT N \ M EDGE OF SILL BELOW DEMISING WA WINDOW JAMB DETAIL 3" V-2 1/2" 0 a a 0 a a WINDOW UNIT SEALANT, TYP WINDOW CASING, TYP WINDOW TRIM, TYP WINDOW UNIT CONC STEM WALL & FOOTING, SEE STRUCTURAL — -- MDF BASE CONC SLAB ON GRADE, SEE STRUCTURAL FLOOR FINISH r LL DETAIL @FOOTING SEAL CEMENT BD SILL FLASF CEMENT BD 1 SEAL METAL H FLASF WINDOW HORIZ MULLION DETAIL 3» = 1'-0" CEMEN WINDOW UNIT SEALANT WOOD SILL INTERIOR TRIM HEADER, SEE STRUCTURAL WOOD TRIM SEALANT WINDOW UNIT WINDOW UNIT SEALANT WOOD CASING WINDOW TRIM WINDOW UNIT WINDOW VERTICAL MULLION DETAIL 3" SHEET METAL CAP F KEEPER STRIPS, BOT PT WOOD BLOCKINC 2x12 WD PLATE 2X4 STUDS @ 16" 0 1/2" EXT PLYWOOD CEMENT BD PANEL & TRIM 2X6 PLATE 2X12 PLATE VENT PIPE CONSULTANT NAME / CONSULTANT LOGO PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS AD RESPONSE TO CITY COMMENTS 11-14-19 02 RESPONSE TO 3RD COMMENTS 07-02-20 PERMIT DOCUMENTS 29 JULY 2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY HL CHECKED BY HWL DATE 29 JULY 2019 ARCHITECT / ENGINEER SEAL PLAN REVIEW ACCEPTAN FOR COMPLIANCE WITH THE APPLI BL CONSTRUCTION CODES IDENTIFI BELO . ® BUILDING ® STRU TURA ® MECHANICAL ® PLU ING ❑ ELECTRICAL ® ENE Y ® ACCESSIBILITY FIRE PLAN REVIEW ACCEPTANCE OF DOC ME TS DOES NOT AUTHORIZE CONSTRUC ION O PROCEED IN VIOLATION OF ANY DERA , STATE, OR LOCAL REGUL ONS. BY: DATE: /29/2 20 C. WEST COAS CODE CONSULTA TS, 1 2X6 FRAMING FOR SOFFIT 1/2" GYP BD TERRACE EDGE DETAIL @VENT CHIMNEY REGISTERED ARCHITECT HAYNES LUND STATE -OF1�sASHII�G7DI7 IXTEREET TITLE IOR WALL DETAILS 3" = 1'-0" 3" = 1'-0" 1-1 /2" = 1'-0" © 2016 Haynes Wilson Lund Architects, Ilc STAIR A PLAN FLOOR 3 1 /4" = 1'-0" STAIR A PLAN FLOOR 2 1 /4" = 1'-0" RETURN HANDRAIL TO WALL RETURN HANDRAIL TO CONC WALK STAIR A SECTION LOOKING NORTH 1 /4" = 1'-0" ALUM GUARDRAIL PT 2x12 TRIM BOARD PR PRE-CUT STRINGER SEALANT CEMENT BD PANEL EXTERIOR WALL SYSTEM 4 STAIR EDGE DETAIL @STORAGE 3" = 1'-0" STAIR DETAIL @LANDING 3" = 1'-0" STAIR EDGE DETAIL 3" = 1'-0" ALUM GUARDRAIL PT 2x12 TRIM BOARD CONSULTANT NAME / CONSULTANT LOGO PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way PT WOOD TREAD Edmonds, WA. 98026 REVISIONS PR PRE-CUT STRINGER PERMIT DOCUMENTS 29 JULY 2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL ® MECHANICAL ® PLUMBING ELECTRICAL ® ENERGY ® ACCESSIBILITY FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: C:c�G� DATE: 07/29/2020 WEST COAS CODE CONSULTANTS, INC. PROJECT NUMBER DRAWN BY HL CHECKED BY HWL DATE 29 JULY 2019 ARCHITECT / ENGINEER SEAL 8201 REGISTERED ARCHITECT r ` HAYNES LUND STATE flF WASHINGTON SHEET TITLE STAIR A PLANS, SECTION &DETAILS SHEET NUMBER STAIR A PLAN GROUND FLOOR 0 2' 4' 8' 12' 1 /4" GRAPHIC SCALE: 1 /4"= 1'-0" A50 © 2016 Haynes Wilson Lund Architects, Ilc STAIR B PLAN FLOOR 3 1 /4" = 1'-0" STAIR B SECTION LOOKING SOUTH 1/4" = 1'-0" �ti iVlwr T l Ti rtI1 STAIR B PLAN FLOOR 2 1 /4" = 1'-0" STAIR DETAIL @FLOOR LEVEL 1 /4" = 1'-0" STAIR B PLAN GROUND FLOOR 1 /4" = 1'-0" SEE STRUCTURAL STAIR DETAIL @FLOOR LEVEL 1 /4" = 1'-0" PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL ® MECHANICAL ® PLUMBING ELECTRICAL ® ENERGY ® ACCESSIBILITY FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: Q+7G� DATE: 07/29/2020 WEST COAS CODE CONSULTANTS, INC. CONSULTANT NAME / CONSULTANT LOGO PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS PERMIT DOCUMENTS 29 JULY 2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY HL CHECKED BY HWL DATE 29 JULY 2019 ARCHITECT / ENGINEER SEAL 01 Ur REGISTERED ARCHITECT r ` HAYNES LUND STATE flF WASHING TON SHEET TITLE STAIR B PLANS, SECTION &DETAILS SHEET NUMBER 0 2' 4' 8' 12' GRAPHIC SCALE: 1 /4"= 1'-0" A51 © 2016 Haynes Wilson Lund Architects, Ilc r KITCHEN PLAN UNIT 10 3/811 = 1'-0" 6" DIAM KITCHEN EXHAUST VENT, EXTEND UP THRU ROOF 1-HR SACRIFICIAL WOOD BLKG FULL DEPTH OF JOISTS EXT WALL SYSTEM 3 1-HR RATED FIRE SEALANT @ WALL PENETRATION BEYOND KITCHEN VENT DUCT @FLOOR 1-1/211 = 1'-0" 42 S N A60 E ---L3\ UNITS 21 & 31: RANGE VENT DIRECTLY THRU WALL; UNIT 33: VENT UP THRU ROOF ----------- SHAFT WALL SYSTEM 1 -- UNIT 11: RANGE VENT UP THRU SHAFT IN UNIT 21 & THRU WALL; UNITS 13 & 23: VENT THROUGH SHAFT UP TO ROOF KITCHEN PLAN UNITS 11, 21,31 fKITCHEN HOOD TO VEI` P THRU PLENUM TO WALL SCRIBE STRIP m SOUTH KITCHEN ELEVATION UNIT 10 3/8" = 1'-0" KITCHEN EXHAUST VENT BELOW DUCT PENETRATING WALL MUST BE 28 GA METAL OR HEAVIER PROVIDE 1-HR FIRE RATED SEALANT PER UL SYSTEM NO. W-L-7042, F RATING 1-HR SHAFT WALL SYSTEM 1 TYPICAL INT PARTITION OPEN SHAFT TO ROOF SHAFT WALL SYSTEM 1 TYPICAL INT PARTITION UNIT 12 KITCHEN VENT EXT WALL SYSTEM 3 - -�__- 12 DUCT SHAFT PLAN @UNIT 22 � 3/4" = 1'-0" UNIT 12,32 SIMILAR ANGLED WALL - 0 M UPPER CABINETS W/ ADJ SHELVES, TYP CABINET W/ FINISHED END PANEL 4"PLAM BACKSPLASH PLAM COUNTERTOP & FACING BASE CABINETS W/ ADJ SHELVES, TYP TYPE B UNITS UNITS 10, 11, 12 & 13 SHALL MEET THE REQUIREMENTS FOR TYPE B U NITS AS FOLLOWS: 1. ALL CABINETS UNDERNEATH KITCHEN SINKS ARE TO BE REMOVABLE WITHOUT IMPACTING THE SINK OR COUNTERTOP. 2. FLOOR & WALL FINISHES SHALL BE EXTENDED INTO CABINET SPACE, PER ICC A117.1, SEC. 606.2.3. 3. PROVIDE BLOCKING IN WALLS FOR GRAB BARS AT ALL WATER CLOSETS, PER ICC A117.1 SEC. 604.5. 0 KITCHEN HOOD TO VENT THRU SHAFT & UP --- TO ROOF, @ UNIT 32 VENT TO RUN 31 STRAIGHT UP THRU ROOF 6 3 -0" 1-6" 2'-6" 1'-6" 2'-5" 0* .01 ----- - M -- UPPER CABINETS ________ _____ _1_�_I I ------ i� W/ ADJ SHELVES, P � _-------= v TYP MICRO ------- CABINET W/ WAVE � FINISHED END PANEL --- 4" PLAM BACKSPLASH TT I (bf PLAM COUNTERTOP & O c- _ FACING DISH O DROP -IN 0 REFRIG _____ ___- WASHER =__= RANGE -__----- BASE CABINETS W/ ADJ SHELVES, TYP T-0" 2'-01/2" T-0" �1'-0" 2'-61/4" �'-51/2" 2'-611 NORTH KITCHEN ELEVATION UNITS 12, 22, 32 3/8" = 1'-0" ANGLE FRONT CORI BASE CABI PROVIDE SUPPI FOR CANTILEVE COUNTER' PROVIDE FINISI BACK PAI FINISHED END PA EAST KITCHEN ELEVATION UNITS 11, 21,31 (13, 23) 33 OPP HAND HOOD UP AFT NET @ GENERAL NOTES on KITCHEN & BATHROOM ELEVATIONS 1. ALL CASEWORK TO BE AWI CUSTOM GRADE OR BETTER. 2. COUNTERTOPS SHALL BE PLASTIC LAMINATE WITH SELF EDGING AND INTEGRAL BACKSPLASH. UNIT 12 & 22: RANGE VENT UP THRU SHAFT TO ROOF; UNIT 32: STRAIGHT UP TO ROOF i2 32 6 I I � y KITCHEN PLAN UNIT �12(22, 3�2S IM 3/8" = 1'-0" 1'-0" 2'-21/2" 2'-6" i LE W/ D END PANEL -- -- --�— d-- ---T / m _____ MICRO =__ 11 1 11 O r:__ O 0 0 DROP -IN REFRIG o----------- - ----- ----- RANGE 'ONTCORNER --- 3ASE CABINET 6 2'-011 2'-6 1/4" V-0" 2'-6 1/2" SOUTH UPPER CABINETS, 12" DP, W/ ADJ SHELVES, TYP M - 4"PLAM BACKSPLASH PLAM COUNTERTOP & FACING BASE CABINETS W/ ADJ SHELVES, TYP 0 PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL ® MECHANICAL ®PLUMBING ❑ ELECTRICAL ® ENERGY ® ACCESSIBILITY FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENT DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,ORLOCAL REGULATIONS. BY: DATE: 07/29/202 . WEST COAS CODE CONSULTANTS, IN CONSULTANT NAME / CONSULTANT LOGO PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS 1 RESPONSE TO CITY COMMENTS 11-14-19 A RESPONSE TO 2ND COMMENTS 03-27-20 0 RESPONSE TO 3RD COMMENTS 07-02-20 PERMIT DOCUMENTS 29 JULY 2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY HL CHECKED BY HWL DATE 29 JULY 2019 ARCHITECT / ENGINEER SEAL FARCH ISTEREI} ITECT 7 HAYNES L>UND STATE OF WASHTNGTON SHEET TITLE KITCHEN PLANS & ELEVATIONS SHEET NUMBER 0 V-4" 2,-8" 5'_41t 8' GRAPHIC SCALE: 3/8"= 1'-0" A60 1 -U (UNITS 13, 23, 33 OPPOSITE HAND) 3/8" = 1'-0" © 2016 Haynes Wilson Lund Architects, Ilc RUN VENT LINES UP THRU ROOF TOHaynes 2 WALL OF CHIMNEY ABOVE, SEE 2/A33 - CEILING MOUNT 2 SOFFITTOHIDE \�1� BATHROOM VENT VENT DUCTS DRYER VENT --- _- - SEE DETAIL 14/A70 FOR ADDED SOFFIT @ UNITS 13, 23, 33 JWilson ❑ ❑ STACKED WASHER -------- BATHROOM V ENT, r ° ° ° & DRYER, TYP - - --- SHOWER -___" THRU-WALL o CURTAIN ROD un d.. - SHOWER------ CURTAIN ROD iTECTS L L7 000 0 �R�H --� � 12 CLG MOUNT LAUNDRY ---- - A Ci1 N MIRROR 0 MIRROR ROOM VENT 0 rn m -- FRP PANEL, - - " - -- FRP PANEL, (3) SIDES M (3) SIDES �5 0 o o e o ------- ------------------------- -------------------------------------------------------- m o m o CONSULTANT NAME / CONSULTANT LOGO N -6 " �� 3 1-6 3-6 11 1-6 11 ---- WOOD BASE ❑�) -40 WEST NORTH WEST NORTH BATHROOM PLAN UNITS 10 BATHROOM ELEVATIONS UNITS 10 BATHROOM ELEVATIONS UNITS 11, 21,31 3/8» = 1'-0' 2 3/8» = 1'-011 4 3/8» = 1'-0" (UNITS 13, 23, 33 OPPOSITE HAND) I� - THRU-WALL LAUNDRY ROOM VENT PROJECT TITLE / PROJECT ADDRESS 2'-4 3/4" - - THRU-WALL DRYER VENT -------- - -- SHOWER CURTAIN ROD --- BEND IN WALL CHENGE IN WALL THICKNESS --___ SHOWER CURTAIN ROD - -- ------- THRU-WALL BATHROOM VENT New Construction BEND IN WALL - - ❑ FRP PANEL fo r BATHROOM VENT, - u o THRU-WALL MIRROR FRP PANEL (3) SIDES EDMONDS mFRP 14 o PANEL A61 N - CROSSING 0 /o e � i WOOD BASE E-1 ❑ ❑ APARTMENTS _- ---- ----- --- - ------------------------------------- 3'-6" 1'-6" WOOD BASE --- — -� ❑ NORTHEAST SOUTHEAST SOUTHWEST NORTHWEST 23830 Edmonds Way BATHROOM PLAN UNITS 11, 21,31 BATHROOM ELEVATIONS UNITS 12, 22,32 Edmonds, WA. 98026 2 3/8» = 1'-01 22 3/811 = 1'-01) (UNITS 13, 23, 33 OPPOSITE HAND) REVISIONS 1❑ RESPONSE TO CITY COMMENTS 11-14-19 0 RESPONSE TO 3rd COMMENTS 07-02-20 BEND IN WALL -- BATHROOM VENT, ------ -- SOFFIT FOR DRYER & — - SHOWER CURTAIN --- -- BATHROOM VENT, THRU-WALL T_0 " MIN LAUNDRY RM VENTS ROD THRU WALL TO VENT TO VENT THROUGH EXT WALL 2 O BATHROOM VENT THRU-WALL FRP PANEL, - 0 0 (2) SIDES MIRROR - BEND IN WALL PERMIT DOCUMENTS 29 JULY 2019 � m BID DOCUMENTS CONSTRUCTION DOCUMENTS o 0 0 O = o � 22 ��, o O PROJECT NUMBER A61 \`; N e WOOD BASE DRAWN BY HL -DRYER VENT \,\/ THRU-WALL INTO ° � CHECKED BY HWL SHAFT & UP TO DATE 29 JULY 2019 o ` ROOF 0 T-6" WOOD BASE °\`. SEE 14/A61 FOR ADDITIONAL NOTES ARCHITECT / ENGINEER SEAL N 0 RTH W EST EAST ° & DIMENSIONS FOR THIS ELEVATION 32 - WEST \\ A61 BATHROOM CLG VENT, \ REGISTERED 2 E RUN INTO SHAFT &UP BATHROOM ELEVATIONS UNITS 12 22,32 SOFFIT @ UNITS 13 23 33 ���z>J� TO ROOF > > > f LAUNDRY ROOM CLG � % �� � �� �� � �� rlf7H VENT, RUN INTO SHAFT �` 3/8 = 1 —0 �� 3/8 = 1 —0 & UP TO ROOF '"'Y AYN:I,U HND / o f STATE OF i�ASHTNGTON SHAFT WALL SYSTEM 1 0 TYP INTERIOR WALL SHAFT WALL SYSTEM 1 31 ❑ SHEET TITLE �NOTE. @ UNIT 32 VENTS TO RUN 6 . 1I 42 DIRECTLY UP TO ROOF OPEN SHAFT TO ROOF - - BATH 1 R \ O O M 1 D LAN S NOTE: SEE SHEET A60 FOR GENERAL NOTES RELATING TO & ELEVATIONS CASEWORK CONSTRUCTION AND THE REQUIREMENTS BATHROOM PLANS UNITS 12 22,32 ` FOR TYPE B UNITS. 4 � PLAN REVIEW ACCEPTANCE " = 1'-0" CONSTRUCTION CFOR EWIITHTHE FPPLICABEBLE SHEET NUMBER 3/8 EXT WALL SYSTEM 3 - — ® BUILDING ® STRUCTURAL (] ® MECHANICAL ® PLUMBING 0 1'-4" 2'-8" 5'-4" 8' ELECTRICAL ® ENERGY 2 PLAN @ VENT SHAFT IN UNITS 12, 22,32 ®ACCESSIBILITY FIRE GRAPHIC SCALE: 3/8' 1'-0" 4 3/4" = 1'-O" DOES NOT AUTHORIZE CONSTRUCTION TO PLAN REVIEW ACCEPTANCE OF DOCUMENTS A61 PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. © BY. DATE:07/29/2020 2016 Haynes Wilson Lund Architects, Ilc � a*-7l� �-�- WEST COAS CODE CONSULTANTS, INC. LIG 0 0 THR CONSULTANT NAME / CONSULTANT LOGO PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS 10 RESPONSE TO CITY COMMENTS 11-14-19 02 RESPONSE TO 2ND COMMENTS 03-27-20 03 RESPONSE TO 3RD COMMENTS 07-02-20 PERMIT DOCUMENTS 29 JULY 2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY HL CHECKED BY HWL DATE 29 JULY 2019 ARCHITECT / ENGINEER SEAL REGISTERED r ` HAYNES LUND STATE OF WASHTNGTON SHEET TITLE FLOOR 1 REFLECTED CEILING PLAN SHEET NUMBER GROUND FLOOR REFELECTED CEILING PLAN (FLOOR 2 & 3 SIMILAR) ° 2' 4' . 12' 1/411 = 1 -0 GRAPHIC SCALE: 1 /4"= 1'-0" A70 © 2016 Haynes Wilson Lund Architects, Ilc DOOR DOOR DOOR 0. WIDTH WIDTH WIDTH N 3 1/2" 3 1/2" - - CTIG M ❑I!❑ CTIG 0 0 0 0 M A B c DOOR ELEVATIONS C C C 1 /4" = 1'-0" DOOR WIDTH C C DOOR WIDTH C C C DOOR WIDTH EX-1 EX-2 WD-1 FRAME ELEVATIONS � 1 /4» = 1'-0" GENERAL NOTES on DOORS & FRAMES 1. ALL WOOD DOORS TO BE SOLID CORE CONSTRUCTION W/ PAINT GRADE VENEERS. 2. ALL LATCHSETS TO BE HEAVY DUTY COMMERCIAL GRADE. 3. ALL LATCHSETS TO HAVE LEVER HANDLES THAT COMPLY W/ WASHINGTON STATE ACCESSIBILITY CODE. 4. ALL THRESHOLDS AT DOORS REQUIRED TO BE ACCESSIBLE SHALL COMPLY W/ WASHINGTON STATE ACCESSIBILITY CODE. 5. ALL EXTERIOR DOORS & FRAMES SHALL COMPLY WITH WASHINGTON STATE ENERGY CODE REQUIREMENTS. OPAQUE DOORS SHALL HAVE A U-VALUE OF 0.37 OR BETTER. SEE SHEET A02 FOR U-VALUE SPECIFICATIONS FOR GLAZED DOORS. MDF TRIM WOOD DOOR WOOD FRAME, MATCH DEPTH OF PTN, FIRE RATED AS READ SEE PLAN FOR PTN TYPE DOOR JAMB DETAIL (HEAD SIM) 101 DOOR WIDTH DOOR WIDTH 4D OVERHEAD TRACK x � I O o I E DOOR HEAD DETAIL 3" = 1'-0" EXTERIOR WALL 1 CEMENT BD TRIM HEADER, SEE STRUCT MDF TRIM WOOD FRAME, MATCH DEPTH OF WALL, FIRE RATED AS READ METAL DRIP STRIP WOOD DOOR MDF TRIM WOOD DOOR WOOD FRAME, MATCH DEPTH OF PTN, FIRE RATED AS REQD EXTERIOR WALL 1 CEMENT BD TRIM DOOR JAMB DETAIL ABBREVIATIONS CTIG CLEAR TEMPERED INSULATING GLASS P-# PAINT (COLOR) PVC POLYVINYL CHLORIDE ST-# STAIN (COLOR) WD WOOD HARDWARE GROUPS HW-1 (1-1/2) PAIR BUTT HINGES ENTRY LOCKSET OVERHEAD CLOSER W/ STOP ALUMINUM THRESHOLD WEATHERSTRIPPING HW-2 (1-1/2) PAIR BUTT HINGES ENTRY LOCKSET ALUMINUM THRESHOLD WEATHERSTRIPPING DOOR STOP HW-3 (1-1/2) PAIR BUTT HINGES PASSAGE LOCKSET DOOR STOP HW-4 ALUMINUM OVERHEAD TRACK (2) DOOR HANGERS FLIP UP EDGE PULL HW-5 ALUMINUM OVERHEAD TRACK (2) TOP GUIDES DOOR ALIGNER EDGE PULL HW-6 (1-1/2) PAIR BUTT HINGES STORAGE LOCKSET OVERHEAD CLOSER W/ STOP ALUMINUM THRESHOLD WEATHERSTRIPPING HW-7 (1-1/2) PAIR BUTT HINGES STORAGE LOCKSET OVERHEAD CLOSER W/ STOP ALUMINUM THRESHOLD WEATHERSTRIPPING �— --- MDF TRIM WOOD DOOR WOOD FRAME, MATCH DEPTH OF PTN, FIRE RATED AS REQD EXTERIOR WALL 2 EZ-8, MTLJ-TRIM CEMENT BD TRIM DOOR JAMB DETAIL 3" = 1'-0" 3" = 1'-0" 3" = 1'-0" DOOR & FRAME SCHEDULE DOOR NO SIZE MATL THICK FINISH ELEV FRAME MATL FINISH ELEV FIRE RATING HDWR GROUP NOTES 10A T-0" x 6-10" WD 1-3/4" P-2 A WD P-1 EX-2 20 MIN HW-1 ENTRY DOOR 10B 2'-10" x 6'-10" WD 1-3/4" P-2 B WD P-1 EX-1 0 HRS HW-2 PATIO DOOR 10C 2'-8" x 6'-8" WD 1-3/4" P-2 D --- --- --- 0 HRS HW-4 POCKET DOOR 10D 2'-8" x 6'-8" WD 1-3/4" P-2 C WD P-3 WD-1 0 HRS H W-3 10E 5'-6" x 6'-8" WD 1-3/4" P-2 E --- --- --- 0 HRS HW-5 BI-PASS DOOR 11A T-0" x 6'-10" WD 1-3/4" P-2 A WD P-1 EX-1 20 MIN HW-1 ENTRY DOOR 11B 2'-10" x 6'-10" WD 1-3/4" P-2 B WD P-1 EX-1 0 HRS HW-2 PATIO DOOR 11C 2'-8" x 6'-8" WD 1-3/4" P-2 D --- --- --- 0 HRS HW-4 POCKET DOOR 11D 2'-8" x 6'-8" WD 1-3/4" P-2 C --- --- --- 0 HRS HW-4 POCKET DOOR 11E 2'-8" x 6'-8" WD 1-3/4" P-2 E WDW P-3 WD-1 0 HRS HW-3 BI-PASS DOOR 11F 4'-10" x 6'-8" WD 1-3/4" P-2 E --- --- --- 0 HRS HW-5 BI-PASS DOOR 12A T-0" x 6'-10" WD 1-3/4" P-2 A WD P-1 EX-1 20 MIN HW-1 ENTRY DOOR 12B 2'-10" x 6'-10" WD 1-3/4" P-2 B WD P-1 EX-1 0 HRS HW-2 PATIO DOOR 12C 2'-4" x 6'-8" WD 1-3/4" P-2 D WD P-3 WD-1 0 HRS HW-3 12 D 2'-8" x 6'-8" WD 1-3/4" P-2 C WD P-3 WD-1 0 HRS H W-3 12 E 2'-8" x 6'-8" WD 1-3/4" P-2 C WD P-3 WD-1 0 HRS H W-3 12F T-6" x 6'-8" WD 1-3/4" P-2 E --- --- --- 0 HRS HW-5 BI-PASS DOOR 12G 4'-6" x 6'-8" WD 1-3/4" P-2 E --- --- --- 0 HRS HW-5 BI-PASS DOOR 12 H 2'-8" x 6'-8" WD 1-3/4" P-2 C WD P-3 WD-1 0 HRS H W-3 12J 2'-8" x 6'-8" WD 1-3/4" P-2 C WD P-3 WD-1 0 HRS HW-3 13A T-0" x 6'-10" WD 1-3/4" P-2 A WD P-1 EX-1 20 MIN HW-1 ENTRY DOOR 13B 2'-10" x 6'-10" WD 1-3/4" P-2 B WD P-1 EX-1 0 HRS HW-2 PATIO DOOR 13C 2'-8" x 6'-8" WD 1-3/4" P-2 D --- --- --- 0 HRS HW-4 POCKET DOOR 13D 2'-8" x 6'-8" WD 1-3/4" P-2 C --- --- --- 0 HRS HW-4 POCKET DOOR 13E 2'-8" x 6'-8" WD 1-3/4" P-2 E WDW P-3 WD-1 0 HRS HW-3 BI-PASS DOOR 13F 4'-10" x 6'-8" WD 1-3/4" P-2 E --- --- --- 0 HRS HW-5 BI-PASS DOOR 14 T-0" x 6'-10" WD 1-3/4" P-2 C WD P-1 EX-2 20 MIN H W-6 15 T-0" x 6'-10" WD 1-3/4" P-2 C WD P-1 EX-2 20 MIN H W-6 21A T-0" x 6'-10" WD 1-3/4" P-2 A WD P-1 EX-1 20 MIN HW-1 ENTRY DOOR 21B 2'-10" x 6'-10" WD 1-3/4" P-2 B WD P-1 EX-1 0 HRS HW-2 PATIO DOOR 21C 2'-8" x 6'-8" WD 1-3/4" P-2 D --- --- --- 0 HRS HW-4 POCKET DOOR 21D 2'-8" x 6'-8" WD 1-3/4" P-2 C --- --- --- 0 HRS HW-4 POCKET DOOR 21E 2'-8" x 6'-8" WD 1-3/4" P-2 E WDW P-3 WD-1 0 HRS HW-3 BI-PASS DOOR 21F 4'-10" x 6'-8" WD 1-3/4" P-2 E --- --- --- 0 HRS HW-5 BI-PASS DOOR 22A T-0" x 6'-10" WD 1-3/4" P-2 A WD P-1 EX-1 20 MIN HW-1 ENTRY DOOR 22B 2'-10" x 6'-10" WD 1-3/4" P-2 B WD P-1 EX-1 0 HRS HW-2 PATIO DOOR 22C 2'-4" x 6'-8" WD 1-3/4" P-2 D WD P-3 WD-1 0 HRS H W-3 22 D 2'-8" x 6'-8" WD 1-3/4" P-2 C WD P-3 WD-1 0 HRS H W-3 22E 2'-8" x 6'-8" WD 1-3/4" P-2 C WD P-3 WD-1 0 HRS HW-3 22F T-6" x 6'-8" WD 1-3/4" P-2 E --- --- --- 0 HRS HW-5 BI-PASS DOOR 22G 4'-6" x 6'-8" WD 1-3/4" P-2 E --- --- --- 0 HRS HW-5 BI-PASS DOOR 22 H 2'-8" x 6'-8" WD 1-3/4" P-2 C WD P-3 WD-1 0 HRS H W-3 22J 2'-8" x 6'-8" WD 1-3/4" P-2 C WD P-3 WD-1 0 HRS H W-3 23A T-0" x 6'-10" WD 1-3/4" P-2 A WD P-1 EX-1 20 MIN HW-1 ENTRY DOOR 23B 2'-10" x 6'-10" WD 1-3/4" P-2 B WD P-1 EX-1 0 HRS HW-2 PATIO DOOR 23C 2'-8" x 6'-8" WD 1-3/4" P-2 D --- --- --- 0 HRS HW-4 POCKET DOOR 23D 2'-8" x 6'-8" WD 1-3/4" P-2 C --- --- --- 0 HRS HW-4 POCKET DOOR 23E 2'-8" x 6'-8" WD 1-3/4" P-2 E WDW P-3 WD-1 0 HRS HW-3 BI-PASS DOOR 23F 4'-10" x 6'-8" WD 1-3/4" P-2 E --- --- --- 0 HRS HW-5 BI-PASS DOOR 24 T-0" x 6'-10" WD 1-3/4" P-2 C WD P-1 EX-2 20 MIN H W-7 31A T-0" x 6'-10" WD 1-3/4" P-2 A WD P-1 EX-1 20 MIN HW-1 ENTRY DOOR 31B 2'-10" x 6'-10" WD 1-3/4" P-2 B WD P-1 EX-1 0 HRS HW-2 PATIO DOOR 31C 2'-8" x 6'-8" WD 1-3/4" P-2 D --- --- --- 0 HRS HW-4 POCKET DOOR 31D 2'-8" x 6'-8" WD 1-3/4" P-2 C --- --- --- 0 HRS HW-4 POCKET DOOR 31E 2'-8" x 6'-8" WD 1-3/4" P-2 E WDW P-3 WD-1 0 HRS HW-3 BI-PASS DOOR 31F 4'-10" x 6'-8" WD 1-3/4" P-2 E --- --- --- 0 HRS HW-5 BI-PASS DOOR 32A T-0" x 6'-10" WD 1-3/4" P-2 A WD P-1 EX-1 20 MIN HW-1 ENTRY DOOR 32B T-10" x 6'-10" WD 1-3/4" P-2 B WD P-1 EX-1 0 HRS HW-2 PATIO DOOR 32C 2'-4" x 6'-10" WD 1-3/4" P-2 D WD P-3 WD-1 0 HRS H W-3 32 D 2'-8" x 6'-8" WD 1-3/4" P-2 C WD P-3 WD-1 0 HRS H W-3 32 E 2'-8" x 6'-8" WD 1-3/4" P-2 C WD P-3 WD-1 0 HRS H W-3 32F T-6" x 6'-8" WD 1-3/4" P-2 E --- --- --- 0 HRS HW-5 BI-PASS DOOR 32G 4'-6" x 6'-8" WD 1-3/4" P-2 E --- --- --- 0 HRS HW-5 BI-PASS DOOR 32H 2'-8" x 6'-8" WD 1-3/4" P-2 C WD P-3 WD-1 0 HRS HW-3 32J 2'-8" x 6'-8" WD 1-3/4" P-2 C WD P-3 WD-1 0 HRS H W-3 33A T-0" x 6'-10" WD 1-3/4" P-2 A WD P-1 EX-1 20 MIN HW-1 ENTRY DOOR 33B 2'-10" x 6'-10" WD 1-3/4" P-2 B WD P-1 EX-1 0 HRS HW-2 PATIO DOOR 33C 2'-8" x 6'-8" WD 1-3/4" P-2 D --- --- --- 0 HRS HW-4 POCKET DOOR 33D 2'-8" x 6'-8" WD 1-3/4" P-2 C --- --- --- 0 HRS HW-4 POCKET DOOR 33E 2'-8" x 6'-8" WD 1-3/4" P-2 E WDW P-3 WD-1 0 HRS HW-3 BI-PASS DOOR 33F 4'-10" x 6'-8" WD 1-3/4" P-2 E --- --- --- 0 HRS HW-5 BI-PASS DOOR 34 T-0" x 6'-10" WD 1-3/4" P-2 C WD P-1 EX-2 20 MIN H W-7 CONSULTANT NAME / CONSULTANT LOGO PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS PERMIT DOCUMENTS 29 JULY 2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY HL CHECKED BY HWL DATE 29 JULY 2019 ARCHITECT / ENGINEER SEAL 8201 REGISTERED HAYNES LUND STATE OF YsASHTNGTON SHEET TITLE DOOR TYPES FRAME TYPES FRAME DETAILS PLAN CCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE IDENTIFIED BELOW. BUILDING ® STRUCTURAL ® MECHANICAL ® PLUMBIN ® ENERGY ® ACCESSIBILITY ❑ FIRE NCE OF DOCUI 4ENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FED RAL, STA`rE, OR LOCAL REGULATION . BY: 7 DATE: 07/ /2020 WEST COAST CODE CONSULTANTS, INC. I:L"r►111AlRNC� © 2016 Haynes Wilson Lund Architects, Ilc GENERAL NOTES on WINDOWS Haynes 5'-1 1/4" R.O. 2'-0" R.O. 4'-0" R.O. 2'-0" R.O. 3'-0 3/4" R.O."Oe 4'-0" R.O. 2'-0" R.O. 1. WINDOW UNITS SHALL BE MILGARD TUSCANY SERIES, 8410* 34 34 34 34 34 8 OR APPROVED EQUAL. W s o n 8 8 8 8 8 8 8 1 2. GLAZING SHALL BE 1/8" SUNCOAT DUAL, W/ FOAM � NJ 13 13 / 43 G cTIG 33 33 cIG 43 SPACES AND ARGON FILL, OR APPROVED EQUAL, Lund CTIG cTI� cI� cTI� cTIG 4 4 cIG o cTl� CTIG 8 8 8 8 EXCEPT WHERE NOTED OTHERWISE. � U-FACTOR = 0.29; SHGC = 0.28; VT = 0.52 0 43 / / / / 33 0 33 /-min 43 43 / / /1�, 33 33 / 43 43 43 /, �� 44 44 3. WINDOW TYPES NOTED ON PLAN AS STC SHALL 8 8 8 8 8 8 8 8 `" 8 8 8 g HAVE OFFSET GLASS. OUTER PANE OF GLAZING SHALL BE 3/16" SUNCOAT. STC RATING = 33. 44 4. WINDOW UNITS EXTERIOR COLOR: WHITE. NJ TRICKLE _ 8 INTERIOR COLOR: WHITE. $4 $4 VENT M -- - FINISHED FLOOR 1O 44 1O 44 ,n `, ELEVATION N N ci O c-I O CONSULTANT NAME / CONSULTANT LOGO EGRESS WINDOW, EGRESS LR1 LR2 BR1 WIDTH EGRESS HEGHT= 48" BR2 K1 BA1 BA2 EGRESS AREA = 7.33 SF 1 T-03/4" R.O. 3'-4" R.O. 5'-11/4" R.O. ABBREVIATIONS LIST for WINDOWS 32 CIG CLEAR INSULATING GLASS 5'-1 1/4" R.O. 3'-0 3/4" R.O. 4'-0" R.O. CTIG CLEAR TEMPERED INSULATING GLASS ,CIG CIG 41 14 A8 14 32 F F E FINISHED FLOOR ELEVATION RO ROUGH OPENING 14 24 PROJECT TITLE / PROJECT ADDRESS IIIIII 4 4 41 CTIG CTIG 41 SHGC SOLAR HEAT GAIN COEFFICIENT - 8 8 STC SOUND TRANSMISSION CLASSIFICATION CTIG CTIG ° jTlj CTIG VT VISUAL TRANSMISSION New Construction 31 41 31 42 8nor8 m 8 /, 8 M for FINISHED FLOOREDMONDS 42 ELEVATION CROSSING rl $ LR3 LR4 STC (THESE UNITS TO HAVE OFFSET GLASS IN ALL CASES) K2 BA3 APARTMENTS 4NDOW TYPES I = 1'-0" 23830 Edmonds Way Edmonds, WA. 98026 ------- WOOD DOOR BUCK CEMENT BD TRIM -- HEAD & JAMB TRIM W REVISIONS CEMENT BD PANEL - ��\� 1', RESPONSE TO CITY COMMENTS 11-14-19 / - -- EXT WALL SYSTEM 2 CEMENT BD TRIM 3-1/2" CEMENT BD TRIM / --- EXT WALL SYSTEM 1 /------ -- AIR/WATER BARRIER HEADER, SEE STRUCT EZ-4, HOR Z-TRIM --- SEALANT / / CEMENT BD TRIM -- HEAD FLASHING RETURN AIR/WATER HEAD FLASHING - - EXT WALL SYSTEM 2 CEMENT BD TRIM /BLOCKING BELOW ----- HEAD & JAMB TRIM _ / BARRIER INTO rl / HEADER IS REDUCED / m ON FLOOR 3 AN OPENING CEMENT BD TRIM SEALANT \ HEAD & JAMB TRIM // -- RETURN AIR/WATER z n� WOOD NTRIM J �' /i / BARRIER INTO PERMIT DOCUMENTS 29 JULY 2019 OPENING BID DOCUMENTS WINDOW UNIT SEALANT - WOOD FACING / HEAD &JAMB TRIM / HEAD &JAMB TRIM �� ��� CONSTRUCTION DOCUMENTS O � -- - SEALANT -WOOD TRIM ;I SEALANT - / - WOOD FACING - - WINDOW UNIT ------ SEALANT O CEMENT BD TRIM z �Qo SEALANT - / LAP AIR/WATER p PROJECT NUMBER 7 BARRIER OVER WDW SEALANT = DRAWN BY HL FLANGE O --------- O --- WINDOW UNIT re ___-- ----- WINDOW UNIT CHECKED BY HWL _DATE 29 JULY 2019 ARCHITECT / ENGINEER SEAL WINDOW JAMB DETAIL WINDOW HEAD DETAIL WINDOW JAMB DETAIL WINDOW HEAD DETAIL 31 311 = 1'-0" 32 3' = 1'-0 " 33 3" = 1'-0» 34 3' = 1'-0 " 8201 REGISTERED SILL BELOW - WINDOW UNIT �r - WINDOW UNIT --- WINDOW UNIT ------------------------ - - - -SEALANT SILL BELOW -- WINDOW UNIT ---------- -SEALANT ------ - SEALANT -------- WOOD TRIM SEALANT SEALANT --- SEALANT HA3�NE� L�JN1� SEALANT - ------ WOOD SILL SEALANT --- WOOD TRIM -------- WOOD SILL - Q Q U 0 CEMENT BD TRIM - HEAD & JAMB TRIM EXT SILL PLATE -- q CEMENT BD TRIM - n� - HEAD & JAMB TRIM EXT SILL PLATE ----- - SILL TRIM CEMENT BD TRIM �,J � -- SILL TRIM CEMENT BD TRIM - OQ �0�F7777 SHEET TITLE --- LAP AIR/WATER / -_ y - LAP AIR/WATER 3-1/2" CEMENT BD / WINDOW TYPES RETURN AIR/WATER � - -RETURN AIR WATER m BARRIER OVER WDW �/ BARRIER INTO m / BARRIER OVER WDW TRIM BARRIER INTO FLANGE FLANGE &DETAILS m OPENING OPENING CEMENT'A B TRIM _--------- SILL FLASHING -- - CEMENT BD TRIM _---------- SILL FLASHING SEALANT SEALANT EZ-8 J-TRIM -- - EXT WALL SYSTEM 2 EZ-8 J-TRIM — -- EXT WALL SYSTEM 2 ---- EXT WALL SYSTEM 1 --- EXT WALL SYSTEM 1 SHEET NUMBER CEMENT BD PANEL PLAN REVIEW ACCEPTAI CE j FOR COMPLIANCE WITH THE APPLIC BLE CONSTRUCTION CODES IDENTIFIED B LOW. WINDOW JAMB DETAIL WINDOW SILL DETAIL WINDOW JAMB DETAIL WINDOW SILL DETAIL ®BUILDING ®STRUCTRAL 41 3" = 1'-0" 42 3" = 1'-0" 43 3» = 1'—O" 44 3" = 1'-0" ❑ MECHANICAL ®ENERGN ELECTRICAL ®ENERGY M ACCESSIBILITY [-]FIRE PLAN REVIEW ACCEPTANCE OF DOCU ENTS DOES NOT AUTHORIZE CONSTRUCTI N TO STATE, ORL`OCALREGULATIONS. © 2016 Haynes Wilson Lund Architects, III: BY: �� a+ i'-.�_ DATE: 07/29/2020 WEST COOS CODE CONSULTANTS, INC. DESIGN CODES AND LOADING: INTERNATIONAL BUILDING CODE (2015 EDITION) LIVE LOADS: ROOF: 20 PSF ROOF SNOW: 25 PSF FLOOR: 40 PSF WALKWAYS: 100 PSF (NON -REDUCIBLE) STAIRS: 100 PSF (NON -REDUCIBLE) DECK: 60 PSF TERRACE: 100 PSF (NON -REDUCIBLE) STORAGE: 125 PSF (NON -REDUCIBLE) LATERAL LOADS: WIND: V35 =110 MPH, EXP B, Kzt = 1.0 SEISMIC: 55=1.3%/ 51=0.5511 Sds= 0.g301 Shc= 0.551, le=1.0 RISK CATEGORY II SEISMIC SOIL SITE CLASS D SEISMIC DESIGN CATEGORY D SEISMIC COEFFICIENT, Cs = 0.143 RESPONSE MODIFICATION FACTOR, R = 6.5 BASIC LATERAL FORCE RESISTING SYSTEM VERTICAL ELEMENT: WOOD SHEARWALLS BASIC LATERAL FORCE RESISTING SYSTEM HORIZONTAL ELEMENT: WOOD DIAPHRAGM FOR ROOF AND FLOORS ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE PROCEDURE DESIGN BASE SHEAR: EAST/WEST = 34.5 KIPS (ASD), NORTH/SOUTH = 34.5 KIPS (ASD) GENERAL: THE INTERNATIONAL BUILDING CODE AND STANDARDS SHALL GOVERN ALL MATERIALS AND WORKMANSHIP. ALL TEMPORARY SHORING OR BRACING IS THE RESPONSIBILITY OF THE CONTRACTOR. THE DRAWINGS REFLECT THE FINAL FINISHED CONDITION OF THE STRUCTURE. THESE DRAWINGS ARE NOT INTENDED TO SHOW EACH AND EVERY CONDITION, BUT INDICATE THE GENERAL CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY DETAILED, SIMILAR CONDITIONS SHALL BE USED AT THE DISCRETION AND APPROVAL OF THE ARCHITECT AND ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL JOB SITE SAFETY AS WELL AS ALL MEANS, METHODS, AND SEQUENCES OF CONSTRUCTION TO SAFELY PERFORM THE WORK. AUE ENGINEERS HAS NO EXPERTISE IN NOR HAS BEEN RETAINED TO PROVIDE REVIEW OF THE CONTRACTORS SAFETY PRECAUTIONS AS THEY RELATE TO THE CONSTRUCTION OF THIS PROJECT. IF ANY ERROR OR OMISSION APPEARS IN THESE DRAWINGS, SPECIFICATIONS, OR OTHER DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING OF SUCH OMISSION OR ERROR BEFORE PROCEEDING WITH THE WORK, OR ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. VERIFY AND COORDINATE OPENINGS IN FLOORS, WALLS AND ROOF WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. THE ARCHITECTURAL DRAWINGS SHALL BE REFERENCED FOR WALLS, FINISHES AND DIMENSIONS. DIMENSIONS PROVIDED ON THE STRUCTURAL DRAWINGS ARE FOR REFERENCE ONLY AND SHALL BE VERIFIED BY THE ARCHITECTURAL DRAWINGS. DRAWINGS ARE NOT TO BE SCALED. SHOP DRAWINGS: SHOP DRAWINGS ARE SPECIFICALLY REQUIRED FOR THE FOLLOWING ITEMS. - REINFORCING STEEL - PREFABRICATED TRUSSES - GLUE LAMINATED MEMBERS - SUBMIT MIX DESIGN FOR REVIEW THESE DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER AND ARCHITECT FOR REVIEW. THE REVIEW WILL BE FOR THE DESIGN INTENT ONLY. THE SHOP DRAWINGS SHALL BE SUBMITTED BEFORE PROCEEDING WITH FABRICATION AND SHALL ALLOW TWO WEEKS MINIMUM FOR REVIEW. WE WILL REVIEW ONLY ONE REPRODUCIBLE SET AND ONE COPY TO BE RETAINED BY AUE. FOOTING AND FOUNDATION LOADING: SOILS REPORT: NO. 1801% FILED BY GARY A. FLOWERS, PLLC, DATED 06/OS/201g ALLOWABLE SOIL BEARING PRESSURE:---------------------------------------------2,000 PSF ALLOWABLE SOIL FRICTION COEFFICIENT:-----------------------------------------0.30 ALLOWABLE EQUIVALENT ACTIVE YIELDING FLUID PRESSURE:-------------------------35 PCF ALLOWABLE EQUIVALENT ACTIVE RESTRAINED FLUID PRESSURE:-----------------------50 PCF ALLOWABLE PASSIVE EARTH PRESSURE:--------------------------------------------200 PCF SPECIFIED SOIL SITE CLASS:---------------------------------------------------C ALL SOIL CRITERIA MUST BE VERIFIED IN THE FIELD. ALL DATA LISTED WAS ASSUMED PER INFORMATION PROVIDED. THE CONTRACTOR IS TO REVIEW THE SOILS REPORT BEFORE BEGINNING CONSTRUCTION AND IS TO BE FAMILIAR WITH ALL RECOMMENDATIONS NOTED WITHIN THE REPORT. ALL FOOTING DIMENSIONS ARE MINIMUMS. ALL FOOTINGS SHALL REST ON COMPACTED STRUCTURAL FILL OR UNDISTURBED EARTH WHERE SHOWN IN THE SOILS REPORT. SUBGRADE WALLS ARE DESIGNED ASSUMING A "DRAINED" CONDITION, SEE CIVIL AND MECHANICAL DRAWINGS FOR SUBGRADE DRAINAGE SYSTEM. SUBGRADE WALLS SHALL ATTAIN THEIR DESIGN STRENGTH PRIOR TO PLACING BACKFILL. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACES FOR WALLS IF BACKFILL IS PLACED BEFORE WALLS AND SLABS ACHIEVE THEIR DESIGN STRENGTH OR IF WALL RELIES ON UPPER SLAB FOR SUPPORT. REINFORCED CONCRETE: MINIMUM CONCRETE PROPERTIES: ALL CONCRETE EXPOSURE CATEGORIES PE ACI 31B TABLE Ig.3.1.1 STRUCTURAL CONCRETE (EXPOSURE FI/F2): = p - AY STRENGTH (f'c)) INTERIOR SLAB ON GRADE (EXPOSURE FO): f'c = 3,000 psi GENERAL REQUIREMENTS: 0 ALL CONCRETE WITH EXPOSURES EXCEEDING FO SHALL HAVE AIR ENTRAINMENT PER ACI318 TABLE Ig.3.3.1 R AS NOTED: -CONCRETE EXPOSED (FI) TO MOISTURE AND FREEZING/THAWING SHALL HAVE -CONCRETE EXPOSED (F2/F3) TO CONTINUOUS MOISTURE OR SOIL AND FREEZING/THAWING SHALL HAVE 6% AIR ENTRAINMENT +/-1.5% CONCRETE SLUMP SHALL BE 3" MAX PRIOR TO ADDITION OF ADMIXTURES AND 8" MAX SLUMP AFTER ADDITION. CALCIUM CHLORIDE MAY NOT BE USED. NOMINAL AGGREGATE SIZE SHALL BE LIMITED TO 3/4" MAXIMUM, U.N.O. OR AS APPROVED BY THE ENGINEER. ALL CONCRETE SHALL HAVE 5 1/2 SACKS MINIMUM OF CEMENT PER CUBIC YARD AND A MAXIMUM WATER/CEMENT RATIO =0.45. FLYASH MAY BE USED TO REPLACE UP TO A MAXIMUM OF 25% OF CEMENT BY WEIGHT. CONCRETE SUPPLIER SHALL COORDINATE EXPECTED WATER VAPOR TRANSMISSION RATES DURING CURING OF THE CONCRETE WITH CONTRACTOR AND ARCHITECT TO ALLOW FOR FLOORING/ROOFING TO BE INSTALLED. ELECTRICAL CONDUIT PLACED IN CONCRETE SHALL BE RIGID STEEL OR FLEXIBLE PLASTIC CONDUIT, NO ALUMINUM IS ALLOWED. FOR CONDUIT PLACED IN SLABS THE MAXIMUM OUTSIDE DIAMETER SHALL NOT EXCEED 1/6 TIMES SLAB THICKNESS AND IT SHALL BE LOCATED IN THE MIDDLE THIRD. NO MORE THAN ONE LAYER OF CONDUIT MAY BE USED, ANCHOR CONDUIT TO A MINIMUM OF #4 @ 12" O.C. PERPENDICULAR TO CONDUIT AND EXTENDING 12" MINIMUM BEYOND. FOR CONDUIT PLACED IN CONCRETE OVER METAL DECKING, CONDUIT MAY RUN IN THE VALLEY OF THE DECK FLUTES ONLY WITH A MINIMUM OF I" COVER ABOVE AND NO MORE THAN ONE CONDUIT PER DECK FLUTE. CONDUIT SHALL NOT BE LOCATED IN FOOTINGS, BEAMS OR GIRDERS WITHOUT PRIOR APPROVAL OF THE ENGINEER. NON SHRINK GROUT FOR BASE PLATES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 61000 PSI. GROUT SHALL BE AN APPROVED CEMENTITIOUS MATERIAL WITH NATURAL AGGREGATES AND INSTALLED PER THE MANUFACTURES DIRECTIONS. IF FLOWABLE GROUT MIX IS NOT ADEQUATE FOR COVERAGE AN EPDXY GROUT MAY BE USED. 0 CONCRETE PLACED DURING FREEZING OR NEAR-FREEE ACI 318-26.5.4. SHALL COMPLY WITH REQUIREMENTS 0 CONCRETE PLACED DURING HOT WEATHER SHALL COMPLY WIT ACI 318-26.5.5. A CONCRETE CLEAR COVER FOR REINFORCING STEEL IS AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE: 3" FORMED SURFACES IN DIRECT CONTACT WITH EARTH OR WEATHER: 2" FOR #6—#I8, 1-1/2" FOR UP TO #5 BAR SLABS, WALLS AND JOISTS NOT EXPOSED TO EARTH OR WEATHER: 1-1/2" FOR #144181 3/4" FOR UP TO #5 BAR BEAMS AND COLUMNS NOT EXPOSED TO EARTH OR WEATHER: 1-112" REINFORCING STEEL: GENERAL REQUIREMENTS: STANDARDS FOR ALL REINFORCING STEEL: ASTM A615 GRADE 60. EPDXY COATED REINFORCING STEEL: ASTM A775 GRADE 60. DETAILING (BENDS, HOOKS, SPLAYS, ETC) SHALL BE IN ACCORDANCE WITH ACI 315 AND 318 (LATEST EDITION). MINIMUM LAP AT ALL CONTINUOUS REINFORCEMENT: 30 BAR DIAMETERS OR I'-6" U.N.O., SEE TABLE FOR REQUIRED LENGTHS CORNER BARS SHALL BE PROVIDED AT ALL CORNERS AND WALL OR FOOTING INTERSECTIONS. CORNER BAR LAPS SHALL BE A MINIMUM OF 30 BAR DIAMETERS OR 1'4"1 SEE TABLE FOR REQUIRED LENGTHS. ALL OPENINGS IN CONCRETE SLABS, WALLS, ETC. MUST HAVE (2) #5 MIN. U.N.O. TRIM BARS ALL AROUND THE OPENING. TRIM BARS MUST EXTEND 2'-6" PAST EVERY CORNER. FIELD BENDING OF BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE IS NOT ALLOWED UNLESS APPROVED BY THE STRUCTURAL ENGINEER. STANDARD FOR ALL WELDED WIRE MESH: ASTM A-185. LAP ALL EDGES 1 1/2 MESH MINIMUM. ALL REINFORCING STEEL SHALL BE FREE OF GREASE, OIL, OR MUD, ETC. AT THE TIME OF CONCRETE PLACEMENT. INTENDED COATINGS SHALL BE PER PLANS OR APPROVED BY ENGINEER. ALL BOLTS SHALL BE TIED IN PLACE SO THAT THEY ARE HELD IN THE CORRECT FINAL POSITION THROUGHOUT THE CONCRETE PLACEMENT, DO NOT "WET STICK" BOLTS. WELDING REQUIREMENTS: STANDARDS FOR WELDING OF REINFORCING BARS: ANSI/AWS DI.4-g8. REINFORCEMENT SHALL NOT BE WELDED UNTIL A CHEMICAL ANALYSIS SUFFICIENT TO DETERMINE THE CARBON EQUIVALENT IS PERFORMED. THE CARBON EQUIVALENT OF REINFORCING STEEL BARS SHALL BE CALCULATED FROM THE CHEMICAL COMPOSITION AS SHOWN IN THE MILL TEST REPORT. IF MILL TEST REPORTS ARE NOT AVAILABLE, A CHEMICAL ANALYSIS SHALL BE MADE OF BARS REPRESENTATIVE OF THE BARS TO BE WELDED. THE CARBON EQUIVALENT (C.E.) SHALL NOT EXCEED .55. REINFORCEMENTS MEETING ASTM A706 DEEMED TO MEET THE WELDABILITY REQUIREMENTS MAY BE USED IN LIEU OF TESTING. SPECIAL INSPECTION IS REQUIRED FOR ALL FIELD WELDING. GLUE LAMINATED TIMBER: BENDING STRESS Fb----------------------------- 2400 psi TENSION, TYP MOISTURE CONTENT ----------------------------- 16% MAX. STANDARD CAMBER ------------------------------ 31500 FT. RADIUS U.N.O. GLU-LAM TIMBER REFERRED TO IN THESE PLANS ARE DOUGLAS FIR COMBINATION 24F-V4 FOR SIMPLE SPANS AND 24F-VS FOR CANTILEVER AND CONTINUOUS SPANS. AITC 117-MOST RECENT EDITION SHALL BE THE BASIS FOR ALL ERECTION AND FABRICATION. WET -USE ADHESIVES ARE REQUIRED. Aj ALL WOOD I" AND CLOSER TO CONCRETE SHALL BE TREATED WITH AN APPROVED PRESERVATIVE. ALL NAILS IN TREATED TIMBER SHALL BE GALVANIZED. ROOF SHEATHING: (WOOD FRAMING) 5/5" NOMINAL ROOF SHEATHING IS REQUIRED. ALL ROOF SHEATHING MUST BE APA RATED PLYWOOD SHEATHING (32/16 MIN.), EXPOSURE I, SIZED FOR SPACING. PANELS SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND ENDS STAGGERED ON ALTERNATING SUPPORTS. INSTALL PANELS WITH 114" SPACING AT END JOINTS AND I/8" SPACING AT EDGE JOINTS MINIMUM. PROVIDE BLOCKING UNDER CONTINUOUS PANEL EDGES WHERE NOTED ON PLANS. IOd COMMON (0.148" DIA. WITH 1 112" MIN. EMBEDMENT INTO SUBSTRATE) AT 6" O.C. AT SUPPORTED PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS U.N.O. ON DRAWINGS ARE REQUIRED. FLOOR SHEATHING: (WOOD FRAMING) 3/4" NOMINAL FLOOR SHEATHING IS REQUIRED. ALL FLOOR SHEATHING MUST BE APA RATED TtG STURD-I-FLOOR PLYWOOD SIZED FOR SPACING (48/24 MIN.). PANELS SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND ENDS STAGGERED ON ALTERNATING SUPPORTS. PANELS SHALL BE INSTALLED WITH 1/5" MINIMUM SPACING BETWEEN EDGE AND END JOINTS. GLUE AND NAIL TO ALL SUPPORTS AND BLOCKING. IOd COMMON (0.148" DIA. WITH 1 1/2" MIN. EMBEDMENT INTO SUBSTRATE) AT 6" O.C. AT SUPPORTED PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS U.N.O. ON DRAWINGS ARE REQUIRED. FLOOR PLYWOOD SHEATHING SHALL BE PLACED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. EXPOSURE DURABILITY CLASSIFICATION "EXTERIOR" SHALL BE REQUIRED FOR ALL DECKS, EXPOSED SURFACE WALK -WAYS, ETC; AND "EXPOSURE 1" IS REQUIRED FOR INTERIOR USE. GENERAL ABBREVIATIONS: CONVENTIONAL STRUCTURAL LUMBER: STRUCTURAL WOOD GRADES: JOISTS---------------------- D.F. #2, U.N.O. ON PLANS BEAMS AND POSTS -------------- D.F. #I, U.N.O. ON PLANS STUDS ------------------------ D.F. #2 OR BETTER U.N.O. ON PLANS GENERAL REQUIREMENTS: ALL TIMBER DIMENSIONS NOTED ARE NOMINAL. ALL WOOD ADJACENT TO OR WITHIN I" OF CONCRETE OR CMU OR WITHIN 6" OF EARTH SHALL BE TREATED WITH AN APPROVED PRESERVATIVE. MILD STEEL PLATE WASHERS ARE REQUIRED AT ALL BOLTS AND NUTS BEARING ON WOOD EXCEPT THAT 114" X 3" X 3" PLATE WASHERS SHALL BE PROVIDED AT SILL PLATES IN 4" WIDE WALLS AND I/4"X3"X4-I/2" WASHERS AT 6" WIDE WALLS. PLATE WASHER MUST BE LOCATED SUCH THAT GAP TO PLYWOOD SHEATHING DOES NOT EXCEED 1/2". CAST IN PLACE HEADED BOLTS FOR SILL PLATES TO BE TIED INTO THE REINFORCING SO THAT THEY EXTEND PERPENDICULAR FROM SURFACE, DO NOT 'WET SET' BOLTS. ALL MINIMUM NAILING SHALL MEET THE REQUIREMENTS OF TABLE 2304.10.1 OF THE IBCU.U.N.O. ALL NAILS ARE TO BE 'COMMON' (IOd NAIL DIAMETER TO BE 0.148", 16d DIAMETER TO BE 0.162"). I ALL LAG AND WOOD SCREWS TO BE THREADED FULL LENGTH OF THE PORTION EMBEDDED INTO THE WOOD UNLESS SPECIFICALLY ALLOWED OTHERWISE WHEN THEY SHALL BE 'FULL BODIED' LAGS ABOVE THE THREADS. FOR LAG SCREWS OVER 3/8" DIAMETER PROVIDE A PILOT HOLE APPROXIMATELY 65 PERCENT THE DIAMETER OF THE LAG AT THE ROOT OF THE THREADED PORTION. ALL LAG AND WOOD SCREWS MUST BE 'TURNED' FOR INSTALLATION DO NOT DRIVE INTO PLACE. BOLTS, SCREWS, LAGS AND NAILS PLACED IN PRESERVATIVE TREATED TIMBER SHALL BE HOT DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL. ALL CONNECTORS IN CONTACT WITH PRESERVATIVE TREATED LUMBER SHALL HAVE AS A MINIMUM ZINC COATED GALVANIZED STEEL PER ASTM A653 TYPE G155 OR EQUIVALENT. ALL FRAMING CONNECTORS NOTED ARE PER SIMPSON STRONG TIE COMPANY INC. OR ENGINEER APPROVED EQUAL. FOLLOW ALL MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS. ALL TREATED WOOD SHALL BE BRANDED WITH A QUALITY CONTROL AGENCY MARK BY AMERICAN WOOD PRESERVERS BUREAU OR EQUAL. STANDARD FRAMING REQUIREMENTS: A MINIMUM OF TWO CRIPPLE STUDS SHALL BE USED UNDER EACH SIDE OF ALL 4x HEADERS, U.N.O. A MINIMUM OF THREE STUDS ARE REQUIRED UNDER ALL 6x BEAM, GLB, OR GIRDER TRUSS, U.N.O. INTERIOR BEARING WALLS ARE TO BE 2x4 @ 12" O.C. U.N.O. EXTERIOR STUD WALLS ARE TO BE 2x6 @ 16" O.C., U.N.O. SIMPSON'S "PC" CONNECTOR SHALL BE USED FOR BEAM TO POST CONNECTION WHERE BEAM SPAN IS 4'-0" OR GREATER. ALL TOP PLATE SPLICES SHALL BE EITHER A SIMPSON ST2215 OR 4'4' MINIMUM LAPPED PLATES WITH (20) 16d EACH SIDE OF SPLICE. SHEAR WALL NOTES: (WOOD FRAMING) NAIL 15/32" EXTERIOR WALL APA RATED SHEATHING (32/16) W/IOd COMMON (0.148" DIA. WITH 1 1/2" MIN. EMBEDMENT INTO SUBSTRATE) PER SHEAR WALL SCHEDULE. MINIMUM NAILING WHEN NOT SPECIFIED SHALL BE IOd @ 6" O.C. AT ALL BLOCKED PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS (IN FIELD), EDGE BLOCKING IS REQUIRED AT SHEAR WALLS ONLY, U.N.O. BLOCK SHEATHING EDGES AT SHEAR WALLS AND WHERE SHOWN ON TYPICAL DETAILS AND IN SCHEDULE. IOd NAILS AT 4" ON CENTERS MINIMUM SHALL BE USED TO NAIL ROOF SHEATHING OR FLOOR SHEATHING TO THE TOP OF SHEAR WALL OR DRAG STRUT U.N.O. SINP50N A35 CLIPS AT 48" O.C. U.N.O. ARE REQUIRED TO CONNECT TOP OF SHEAR WALL TO JOISTS OR BLOCKING ABOVE. REFERENCE THE SHEAR WALL SCHEDULE FOR FURTHER INFORMATION. 16d AT 4" ON CENTERS SHALL BE USED TO NAIL BOTTOM PLATE OF SHEAR WALL TO FRAMING BELOW UNLESS NOTED OTHERWISE IN THE SHEAR WALL SCHEDULE. TWO STUDS MINIMUM ARE REQUIRED AT THE END OF SHEAR WALLS. STAGGER ALL SHEATHING EDGES AT STUDS. DASHED HEAVY LINE NEXT TO WALL LINES ON FLOOR AND ROOF PLANS INDICATES EXTENT OF SHEAR WALL. TRIANGLE ENCLOSING NUMBER ADJACENT TO SHEAR WALL ON PLANS INDICATES TYPE OF SHEAR WALL. HOLD-DOWNS SHALL BE PROVIDED AT END OF SHEAR WALLS WHERE SHOWN ON PLANS. ALL SHEAR WALLS SHOWN ON THE PLANS ARE WALLS BELOW THAT FRAMING LEVEL. SPLICE DOUBLE TOP PLATES WITH (10) 16d NAILS EACH SIDE OR WITH 5INP50N 5T2215 STRAP. SEE THE 5INP50N CATALOG AND ICC-ESR REPORT FOR THE REQUIREMENTS AND DETAILS OF EACH TYPE OF HOLD-DOWN AND MANUFACTURER'S INSTALLATION RECOMMENDATIONS. AB, A.B. ANCHOR BOLT CJ, C.J. CONTRACTUAL JOINT EJ, E.J. EXPANSION JOINT ABV. ABOVE CL CENTER LINE EMBED. EMBEDMENT ADD'L ADDITIONAL CLR CLEAR EL, ELEV. ELEVATION ADJ. ADJACENT CMU CONC. MASONRY UNIT EN, E.N. EDGE NAIL ALT. ALTERNATE COL. COLUMN ENG ENGINEER APPRX. APPROXIMATE CONC. CONCRETE EQ EQUAL ARCH ARCHITECTURAL CONN. CONNECT(ION) ES, E.S. EACH SIDE @ AT CONST. CONSTRUCTION EXIST EXISTING BOT. BOTTOM CONT. CONTINUOUS EXT. EXTERIOR BF, B.F. BRACED FRAME CTSK COUNTERSINK FFE FINISH FLOOR ELEV BEL. BELOW d PENNY (NAILS) FAB. FABRICATION BLDG BUILDING DET. DETAIL FND FOUNDATION BLKG BLOCKING DBL DOUBLE FIN. FINISHED) BN, B.N. BOUNDARY NAIL DF, D.F. DOUGLAS FIR FLG FLANGE BNDRY BOUNDARY 0, DIA. DIAMETER FLR FLOOR BM BEAM DIAG. DIAGONAL FN, F.N. FACE NAIL B.O. BOTTOM OF DIAPH. DIAPHRAGM F0, F.O. FACE OF BRDG BRIDGE (ING) do DITTO (DO OVER) FRM'G FRAMING BRG BEARING D DEPTH FS, F.S. FAR SIDE B/W BETWEEN DWG DRAWING FTG FOOTING CAN CAMBERED) DWL DOWEL GA GAGE CANT. CANTILEVERED) (E) EXISTING MEMBER GALV. GALVANIZED CG CENTER OF GRAVITY EA. EACH GB, G.B. GRADE BEAM CIP CAST IN PLACE EF, E.F. EACH FACE GLB GLU-LAM. BEAM PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL ® MECHANICAL ® PLUMBING ELECTRICAL ® ENERGY ® ACCESSIBILITY FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,ORLOCAL REGULATIONS. BY: ��7/�DATE:07/29/2020 WEST COAS CODE CONSULTANTS, INC. GRD GRADE LVL MICROLLAM BEAM PT, P.T. PRESSURE TREATED TtG TONGUE AND GROOVE GWB GYPSUM WALL MAS. MASONRY P/T POST TENSIONED THR'D THREADED) BOARD MAT'L MATERIAL QTY QUANTITY TJ TRUSS JOIST HDR HEADER MB MACHINE BOLT REF. REFERENCE MACMILLAN HF, H.F. HEM -FIR (A307) REINF. REINFORCEMENT TMPRY TEMPORARY HGR HANGER MD MID -DEPTH REQ'D REQUIRED TN, T.N. TOE NAIL HORZ. HORIZONTAL MRF MOMENT RESISTING RO, R.O. ROUGH OPENING T.O. TOP OF HSB HIGH STRENGTH BOLT FRAME SCHD SCHEDULE TRANS. TRANSVERSE (A325 UNO) MFR MANUFACTURER SHT SHEET TYP. TYPICAL HT HEIGHT MTL METAL SHTG SHEATHING LINO UNLESS OTHERWISE IF, I.F. INSIDE FACE (N) NEW MEMBER SIM. SIMILAR NOTED INT. INTERIOR NS, N.S. NEAR SIDE SKW SKEWED) VERT. VERTICAL JST JOIST NTS NOT TO SCALE SOG SLAB ON GRADE VFY VERIFY JT JOINT OC, O.C. ON CENTER SPC SPACING W/ WITH K KIPS (1,000 POUNDS) OF, O.F. OUTSIDE FACE SQ. SQUARE WHS WELDED HEADED LAT. LATERAL OH OVER HANG SS SELECT STRUCTURAL STUD LDGR LEDGER OPN'G OPENING STD STANDARD WP WORK POINT LF LINEAL FEET ORNT ORIANTATE(ION) STGR STAGGER WS WESTERN SERIES LLH LONG LEG HORIZ. PAR PARALLEL STIFF. STIFFENER WTS WELDED THREADED LLV LONG LEG VERTICAL p/C PRECAST CONCRETE STIR. STIRRUP STUD LS LAG SCREW PERP. PERPENDICULAR STL STEEL WWF WELDED WIRE FABRIC LSL TIMBER STRAND PL PLATE STRUC. STRUCTURE(AL) X-STG EXTRA STRONG BEAM PLYWD PLYWOOD SYN. SYMETRICAL XX-STG DOUBLE EXTRA LT WT LIGHT WEIGHT PSL PARALLAM BEAM T TOP STRONG L F-71 R.Clfl E CTSi L L CONSULTANT NAME / CONSULTANT LOGO 13228 NE 20TH ST, SUITE 100 BELLEVUE, WA g8005 425 614-Og4g / INFO@AU-ENG.COM JOB NO: 18456 PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS COMMENT RESPONSE 1 10-25-2019 PERMIT DOCUMENTS 06-14-2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY CHECKED BY DATE KL & MB BA 14 JUNE 2019 ARCHITECT / ENGINEER SEAL l u/26/ l v SHEET TITLE GENERAL NOTES & ABBREVIATIONS SHEET NUMBER © 2016 Haynes Wilson Lund Architects, Ilc PREFABRICATED WOOD TRUSSES: ROOF AND FLOOR TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER FOR THE SPANS AND CONDITIONS SHOWN ON THE DRAWINGS AND THE LOADS LISTED BELOW. ROOF AREA: TOP CHORD LIVE LOAD: 20 PSF TOP CHORD SNOW LOAD: 25 PSF TOP CHORD DEAD LOAD: 10 PSF BOTTOM CHORD DEAD LOAD: 5 PSF TOTAL DEAD AND LIVE LOAD: 35 PSF TOTAL DEAD AND SNOW LOAD: 40 PSF ALLOWABLE DEFLECTIONS TO BE LIMITED TO L1240 FOR TOTAL LOAD AND L/360 FOR LIVE LOAD TERRACE FLOOR/UNIT 10 ROOF AREA: TOP CHORD LIVE LOAD: 100 PSF (NON -REDUCIBLE) TOP CHORD DEAD LOAD: 24 PSF BOTTOM CHORD DEAD LOAD: 5 PSF TOTAL DEAD AND LIVE LOAD: 12g PSF ALLOWABLE DEFLECTIONS TO BE LIMITED TO L1240 FOR TOTAL LOAD AND L1460 FOR LIVE LOAD ADDITIONAL LIVE LOAD: SNOW LOAD DUE TO DRIFTING SHALL BE INCLUDED PER THE CODE. GENERAL REQUIREMENTS: SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS TO THE ARCHITECT, ENGINEER AND THE LOCAL BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION. SHOP DRAWINGS SHALL ADDRESS AS A MINIMUM ALL ITEMS NOTED IN SECTION 2303.4 OF THE IBC. ALL SUBMITTALS SHALL BEAR THE STAMP OF A REGISTERED STRUCTURAL WASHINGTON STATE PROFESSIONAL ENGINEER. TRUSS DRAWINGS WILL BE REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT. REVIEW WILL NOT COVER INTERNAL FORCES OR CONNECTIONS WITHIN THE TRUSS - ONLY THE MANUFACTURER CAN DETERMINE THE ADEQUACY OF THESE PORTIONS OF THE TRUSS. PROVIDE CONNECTION DETAILS FOR ALL TRUSS -TO -TRUSS CONNECTIONS IF REQUIRED. TOP CHORDS SHALL BE DF LUMBER. PROVIDE ADDITIONAL TRUSSES AS REQUIRED BY THE FABRICATOR TO CARRY ALL CONCENTRATED LOADS AND MECHANICAL UNITS. PROVIDE ALL WEB AND CHORD BRACING AS REQUIRED BY THE TRUSS FABRICATOR. ENGINEERED WOOD PRODUCTS: JOIST TYPES AND SIZES NOTED AS MANUFACTURED BY 'APA - THE ENGINEERED WOOD ASSOCIATION'. JOISTS TO HAVE THE LOAD CARRYING CAPACITY IN ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED LOAD TABLES AND ICC-ESR REPORTS. ANY JOIST SUBSTITUTION MUST MEET OR EXCEED THE SPECIFIED JOISTS MANUFACTURER'S PUBLISHED LOAD TABLES AND ICC-ESR REPORTS FOR MOMENT CAPACITY, SHEAR CAPACITY AND "El". SUBMITTAL OF CALCULATIONS ONLY WITHOUT EXCEEDING THE SPECIFIED JOISTS CAPACITIES IS NOT ADEQUATE WITHOUT ENGINEERS PRIOR APPROVAL TO SUBMITTAL. FLOOR AREA: LIVE LOAD: 40 PSF DEAD LOAD: 18 PSF TOTAL DEAD AND LIVE LOAD: 58 PSF STORAGE AREA: LIVE LOAD: 125 PSF DEAD LOAD: 18 PSF TOTAL DEAD AND LIVE LOAD: 143 PSF JOISTS MUST HAVE MAXIMUM DEFLECTIONS FOR FLOORS OF LL/480, TL/240 AND FOR ROOFS OF LL/360, TL/240. ADDITIONAL LIVE LOAD: SNOW LOAD DUE TO DRIFTING SHALL BE INCLUDED PER THE CODE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. SUBMIT SHOP OR LAYOUT DRAWINGS AND REQUIRED CONNECTION DETAILS FOR REVIEW OF DESIGN INTENT BY THE ENGINEER PRIOR TO FABRICATION. ENGINEERED WOOD BEAMS AND COLUMNS: BEAM AND COLUMN TYPES AND SIZES NOTED AS MANUFACTURED BY WEYERHAEUSER - iLevel TRUS JOIST. MEMBERS TO HAVE THE LOAD CARRYING CAPACITY IN ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED LOAD TABLES AND ICC-ESR REPORTS. ANY MEMBER SUBSTITUTION MUST MEET OR EXCEED THE SPECIFIED MEMBERS MANUFACTURER'S PUBLISHED LOAD TABLES AND ICC-ESR REPORTS FOR MOMENT CAPACITY, SHEAR CAPACITY AND "El". SUBMITTAL OF CALCULATIONS ONLY WITHOUT EXCEEDING THE SPECIFIED JOISTS CAPACITIES IS NOT ADEQUATE WITHOUT ENGINEERS PRIOR APPROVAL TO SUBMITTAL. TIMBERSTRAND, LAMINATED STRAND LUMBER (LSL) BEAM: E = 1/5501000 PSI, Fb = 21325 PSI, Fv = 310 PSI COLUMN: E = 113001000 PSI, Fb = 11700 PSI, Fc = 11400 PSI (PARALLEL TO GRAIN) MICROLLAM, LAMINATED VENEER LUMBER (LVL) BEAM: E = 000,000 PSI, Fb = 2,600 PSI, Fv = 285 PSI PARALLAM, PARALLEL STRAND LUMBER (PSL) BEAM: E = 2/000/000 PSI, Fb = 2,g00 PSI, Fv = 2g0 PSI COLUMN: E = 1/8001000 PSI, Fb = 2,400 PSI, Fc = 2,500 PSI (PARALLEL TO GRAIN) MEMBER MUST HAVE MAXIMUM DEFLECTIONS FOR FLOORS OF LL/480, TL/240 AND FOR ROOFS OF LL/360, TL/240. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. SUBMIT SHOP OR LAYOUT DRAWINGS AND REQUIRED CONNECTION DETAILS FOR REVIEW OF DESIGN INTENT BY THE ENGINEER PRIOR TO FABRICATION. SPECIAL INSPECTIONS: GENERAL REQUIREMENTS: ALL SPECIAL INSPECTIONS SHALL MEET THE REQUIREMENTS OF THE 2015 IBC, CHAPTER 17. ALL INSPECTIONS AS REQUIRED BY SECTION 110 OF THE 2015 INTERNATIONAL BUILDING CODE ARE REQUIRED. INSPECTIONS SPECIFIED IN THESE NOTES ARE IN ADDITION TO THESE INSPECTIONS. CITY INSPECTION IS NOT A SUBSTITUTE FOR SPECIAL INSPECTION. ANY WORK WHICH HAS BEEN COVERED BUT NOT PROPERLY INSPECTED BY THE SPECIAL INSPECTOR AND/OR THE CITY INSPECTOR IS SUBJECT TO REMOVAL OR EXPOSURE. WHERE SPECIFICALLY REQUIRED, CONTINUOUS INSPECTION IS REQUIRED DURING THE PERFORMANCE OF THE WORK. THIS MAY BE A REQUIREMENT OF THE BUILDING CODE / LOCAL JURISDICTION OR THE MANUFACTURER. THE SPECIAL INSPECTOR MUST BE CERTIFIED TO PERFORM THE TYPES OF INSPECTION SPECIFIED AND SHALL DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE BUILDING OFFICIAL. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING AND INFORMING THE SPECIAL INSPECTOR OR CITY INSPECTOR AT LEAST ONE WORKING DAY BEFORE THE WORK IS TO BE PERFORMED UNLESS OTHER CONDITIONS ARE AGREED UPON. REQUIREMENTS OF THE SPECIAL INSPECTOR: THE SPECIAL INSPECTOR MUST WORK UNDER THE SUPERVISION OF A WASHINGTON LICENSED CIVIL ENGINEER. THE SPECIAL INSPECTOR MUST PERSONALLY BE FAMILIAR WITH THE DRAWINGS AND MUST PERSONALLY OBSERVE ALL OF THE WORK REPORTED ON. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING DEPARTMENT AND ENGINEER. ANY DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN, IF NOT CORRECTED, TO THE BUILDING DEPARTMENT AND ENGINEER. THE FINAL REPORT SHALL BE SIGNED BY A WASHINGTON LICENSED CIVIL ENGINEER AND SHALL STATE THAT THE WORK WAS IN CONFORMANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF IBC. SPECIFIC SPECIAL INSPECTIONS REQUIRED: - ALL CONCRETE WHERE THE COMPRESSIVE STRENGTH (f'c) IS GREATER THAN 2,500 PSI EXCEPT AT SLAB ON GRADES. - PLACEMENT OF ALL BOLTS, REINFORCING, OR EMBEDS IN CONCRETE. - ALL SHEATHED DIAPHRAGMS INCLUDING SHEARS WALLS, FLOORS, AND ROOFS. DISCLAIMER: THESE DOCUMENTS AND THE DESIGN ARE SPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REUSED IN ANY WAY WITHOUT WRITTEN APPROVAL OF ALE. IT IS OUR INTENT THAT THIS DESIGN MEETS THE NORMAL STANDARD OF CARE WITHIN THIS INDUSTRY. NO OTHER WARRANTY IS PROVIDED OR IMPLIED. PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL ® MECHANICAL ® PLUMBING ❑ ELECTRICAL ® ENERGY ® ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,ORLOCAL REGULATIONS. BY: �71�DATE:07/29/2020 WEST COAS CODE CONSULTANTS, INC. CONSULTANT NAME / CONSULTANT LOGO 13228 NE 20TH ST, SUITE 100 BELLEVUE, WA g8005 425 614-Og4g / INFO@AU-ENG.COM JOB NO: 18456 PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS COMMENT RESPONSE 1 10-25-2019 PERMIT DOCUMENTS 06-14-2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY CHECKED BY DATE KL & MB BA 14 JUNE 2019 ARCHITECT / ENGINEER SEAL 1 U/2b/ 1 v SHEET TITLE GENERAL NOTES CONTINUED SHEET NUMBER © 2016 Haynes Wilson Lund Architects, Ilc g I IF. -W � PLAN NORTH FOUNDATION PLAN SCALE: ® 6 6 OS iA 6ii 114"=1'-0" SHRINKAGE OR CONSTRUCTION JOINT AT 20'-0" O.C. MAX. PER q/521, (MAX ASPECT RATIO = 1.5:1) n FOUNDATION NOTES: I. ALL DIMENSIONS SHOWN ON THESE STRUCTURAL PLANS ARE FOR GENERAL REFERENCE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER IMMEDIATELY. 2. SEE SHEETS 501 t 502 FOR GENERAL NOTES. 3. ALL CONTINUOUS FOOTINGS SHALL BE 2-6" WIDE, UNO ON PLANS OR DETAILS. 4. ALL EXTERIOR FOOTINGS SHALL BE 18" BELOW ADJACENT EXTERIOR FINISH GROUND SURFACE. 5. SEE ARCHITECTURAL DRAWINGS FOR SLAB AND FOOTING INSULATION. CONNECTION OF SLAB TO FOUNDATION MUST BE CONTINUOUS 6. SEE ARCHITECTURAL PLANS FOR ANY REQUIRED SLAB SLOPES AND FLOOR DRAINS 7. FOR TYPICAL REINFORCEMENT SPLICE AND DEVELOPMENT SCHEDULE SEE DETAIL 1/521 8. FOR TYPICAL SLAB JOINTS SEE DETAIL q/521 q. FOR TYPICAL CORNER BAR DETAILS SEE 4/521 10. FOR TYPICAL FOOTING AT PIPES OR CONDUITS SEE DETAIL 5/521 11. FOR TYPICAL STEPPED FOOTING DETAILS SEE 7/521. CONTRACTOR MUST COORDINATE REQUIRED LOCATIONS OF FOOTING STEPS WITH ENGINEER PRIOR TO CONSTRUCTION 12. SEE FLOOR FRAMING FOR SHEAR WALL LOCATIONS AND SEE SHEAR WALL SCHEDULE, 3/531. FOR SIZE AND LOCATION OF ANCHOR BOLTS. 13. HOLDOWN AND HOLDOWN STRAPS ARE SHOWN THUS " XXXX �� ON PLANS. SEE TYPICAL DETAIL 7/531 AND 12/531 FOR HOLDOWN CONNECTION. 14. FOR TYPICAL SILL PLATE BOLTING SEE DETAIL q/531. 15. STEPPED FOUNDATIONS ARE SHOWN ON PLANS THUS: 10. ALL POSTS SHOWN THUS " 0 " ARE 6X6 DF #11 LINO, 4X6 DF #1 IN 2X4 WALLS. 11. EXTERIOR WALLS ON THIS FLOOR TO BE 2x6 DF#2 AT 12" O.C., INTERIOR BEARING WALLS TO BE 2X4 DF#2 AT 6" O.C. PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL ® MECHANICAL ® PLUMBING ❑ ELECTRICAL ® ENERGY ® ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,ORLOCAL REGULATIONS. BY: �71�DATE:07/29/2020 WEST COAS CODE CONSULTANTS, INC. r � I LARCH ITECTS LLC CONSULTANT NAME / CONSULTANT LOGO 13228 NE 20TH ST, SUITE 100 BELLEVUE, WA g8005 425 614-Og4q / INFO@AU-ENG.COM JOB NO: 18456 PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS COMMENT RESPONSE 1 10-25-2019 PERMIT DOCUMENTS 06-14-2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY CHECKED BY DATE KL & MB BA 14 JUNE 2019 ARCHITECT / ENGINEER SEAL 1 U/2b/ 1 v SHEET TITLE FLOOR 1 FRAMING & FOUNDATION PLAN SHEET NUMBER Sil © 2016 Haynes Wilson Lund Architects, Ilc 4X8 DF#2 HEADER, TYP MSTC28 1 I I 2 S41 1 TYP I D I I PER PLAN NOTE 23, TYP ALL INTERIOR FLOOR FRAMING. 1 I MS�1 MSTC52 4X8 HEADER, TYP / 2 541 / TYP / / / 7 / TYP S41 MSTC52 i / JI- / 7" X q 112" PSL MSTC52 JI 0\\N TYP MSTC28 541 MSTC28 I 4X8 HEADER, TYP— JI SIMPSON HUC HANGER, TYP t4� TYP I 4 TYP 541 SIMPSON ECCLR/RQ-SD52.5 AT CORNER POST, TYP. "A\1 0� 5 S41 JI 2X6 DF #2 @ 16" O.C. 2X6 DF #2 @ 16" O.C. 2X6 DF #2 @ 16" O.C. 111P 5IMP50N HUC HANGER, TYP MSTC28 j 1 GLB 3 1/8" X q" I � I � I 1 5 6 S42 542 5IMP50N 2XB DF#2 @ 16" O.C. CCQ-5D52.5, TYP. ROOF RAFTERS @ POSTS M5TC28 1 M5TC28 S41 �I/ (STORAGE) FLOOR FRAMING NOTES: I. ALL DIMENSIONS SHOWN ON THESE STRUCTURAL PLANS ARE FOR GENERAL REFERENCE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER IMMEDIATELY. 2. SEE SHEETS 501 r� 502 FOR GENERAL NOTES. 3. BEARING WALLS ARE SHOWN THUS 4. SHEAR WALLS ARE SHOWN THUS 5. SHEAR WALLS ARE MARKED AS " 0" 6. ON THIS FLOOR EXTERIOR WALLS TO BE 2X6 DF #2 AT 16" O.C., INTERIOR BEARING WALLS TO BE 2X4 DF #2 AT 6" O.C. 7. SEE SHEARWALL SCHEDULE FOR 3X STUD REQUIREMENTS. 8. TYPICAL EXTERIOR BEARING WALL HEADER TO BE 4X8 DF #I, SEE DETAIL 12/541 ,UNO. 9. TYPICAL INTERIOR BEARING WALL HEADER TO 4X8 DF #I, SEE DETAIL 12/541, UNO. 10. USE MINIMUM OF TWO STUDS UNDER ALL HEADERS, LINO IN STUDWALL FRAMING SCHEDULE. 11. ALL POSTS SHOWN THUS "®" ARE 6X6 DF #1, UNO, 4X6 DF #1 IN 2X4 WALLS. 12. USE 5IMP50N "AC" OR "LCE" CONNECTOR AT BEAM TO POST CONNECTIONS FOR SPANS 0-0" AND GREATER, LINO. 13. ALL SHEAR WALLS SHOWN ON FLOOR PLANS ARE WALLS BELOW THAT FLOOR PLAN. SEE SHEARWALL SCHEDULE IN 3/531. 14. SPLICE DOUBLE TOP PLATES WITH (20) 16d NAILS EACH SIDE OF SPLICE OR WITH 5IMP50N "5T6215" STRAP, (4'-0" MINUMUM SPLICE LENGTH, TYPICAL SPLICE MUST BE LOCATED OVER A STUD OR POST). 15. USE MINIMUM OF TWO STUDS AT THE END OF SHEAR WALLS, UNO. 16. NAIL FLOOR SHEATHING TO TOP OF SHEAR WALLS AND ALL BEAMS SHOWN WITH IOd AT 4" O.C. MIN. 17. FOR TYPICAL STUD NOTCHING / CUTTING / BORING, SEE DETAIL 6/531. IB. SOLID VERTICAL GRAIN BLOCKING IS REQUIRED BETWEEN POSTS OR MULTIPLE STUDS AT FLOORS. Iq. NO PLUMBING IS ALLOWED IN ANY SHEARWALL. laj 1 /x 6X6 POST ABOVE K11 HATCHED AREA SHOWN 5 114 X q 1/2 PSL ALIGN W/ WALL ABOVE 20. HOLDOWNS AND HOLDWON STRAPS SHOWN THUS " XXXX " WILL BE INSTALLED AT FLOOR LEVEL ON WHICH THEY ARE SHOWN. SEE DETAIL II/531. 21. SEE 12/541 FOR TYPICAL WALL HEADER DETAIL. 22. ALL HARDWARE SHALL BE 5IMP50N BRAND OR EQUIVALENT (BASED ON ICC VALUES) AND INSTALLED PER MANUFACTURER SPECIFICATIONS. MSTC28 i 23. 3/4" APA RATED FLOOR SHEATHING WITH GYPCRETE PER ARCH (3/4" MAX). ORIENTATE SHEATHINGENDICULSHETO JOISTS. �� �� 3 I/8 X q GL I - - - - I 24. RATED # „ WALL 1 2X6 DF 12 @ 16 O.C. ABOVE 1 3 I/8" X q" GLB / WALL ABOVE I 6X6 POST ABOVE / FLOOR JDIST SCHEDULE KEY JDIST SPACING JI q 1/2" PRI-20 16" O.C. MAX 1 10 JI II I 541 / (STORAGE) I 541 2 MSTC28 I S41 I MSTC28 5 I/8" X q" GLB 1 a oI PER PLAN NOTE 24, TYP ALL TYP SDI 2X6 DF #2 @ 16" O.C. EXTERIOR WALKWAY, LANDING, AND DECK FRAMING. I� �I 5IMP50N o o CCQ-5DS2.5, TYP. 5 112" X 10-112" GLB X X I I @ POSTS WALL ABOVE I WALL ABOVE 2X6 DF #2 @ 16' O.C. - - - - - - - - 7-. V----j - - - - - - - - - 3 1/8" X q" GLB F7 — — f 2X6 DF #2 @ 16" O.C. - 1� ID 4X8 HEADER, TYP 1 - FRAMING 11 1 1 S42 1 ABOVE 541 FRAMING ABOVE 1 S41 g I 0 m 5 1/8' X 10 I/2" GL S42 PER PLAN 1 2X6 DF #2 @ NOTE 24 1 M5TC28 16" O.C. �� / / \ I 1 iFRAMINC� 541 I i i ABOVE %ov 1 TYP � 3 I/8" X q" GLB1(CANr) ,- II 1 I \ IO �� SEE GENERAL NOTES 1 ,� _ 18 DEEP TERRACE FLOOR 541 „ FOR DESING LOADS "' JI 1 3-1/DA 2"xq-1/2" PSL 1 - I C28 1 6 S41 _ TYP 2X6 DF #2 @ 16" O.C. � 4XIO DF#I U- r� MSTC40 - - � MSTC40 I I� I S41 TYP SIMPSON ECCLR/RQ-SDS2.5 AT CORNER POST, TYP. 2X6 DF #2 @ 16" O.C. 4XIO DF#I TRUSSES @ 24 O.C. PER MFR I i GLB,6 I/8" X q" U- S43 N PSL 7" X I WALLSI 7/8"_ ID I PLANTER ABOVE -2X6 DF #2 1 @ 16" O.C.- "PSL 5-1/4" X q-1/2"- - - - - - - I n 0 x 4X10 DF#2 11 S41 LO M5TC28 I M5TC28 4XIO DF#I ------ ----- --�- ------------ 2X6 DF #2 @ 16" O.C. 4X8 HEADER, TYP 7 1 541 TYP JI I X CN 1 m JI I M C40 3-1/2"xq-1/2" PSL 4 S41 2X6 DF #2 @ TYP 16" O.C. SIMPSON HUC HANGER, TYP MSTC40 � MSTC40 I n o I -2X6 DF #2 @ 16" O.C. "IT S41 4XIO DF#I TYP ENTRANCE CANOPY: 2XI2 DF#2 @ 16" O.C.,"LFRAMING SHEATHING TO APPLIED ON SOFFIT SIDE S43 OF RAFTER SIM. SIMPSON ECCLR/RQ-SDS2.5T. TO THIRD Q AT CORNER POST, TYP. AN, SEE 513 I SECOND FLOOR FRANING/ TERRACE FLOOR FRANING LOW ROOF FRANING PLAN PLAN NORTH SCALE: 1/4 II_II_011 4X8 DF#2 HEADER, TYP M I I I I I I I la I I 2 1 S41 1 TYP I MSTC28 PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL ® MECHANICAL ® PLUMBING ❑ ELECTRICAL ® ENERGY ® ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: DATE:07/29/2020 WEST COAS CODE CONSULTANTS, INC. CONSULTANT NAME / CONSULTANT LOGO 13228 NE 20TH ST, SUITE 100 BELLEVUE, WA g8005 425 614-Og4q / INFO@AU-ENG.COM JOB NO: 18456 PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS COMMENT RESPONSE 1 10-25-2019 PERMIT DOCUMENTS 06-14-2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY CHECKED BY DATE KL & MB BA 14 JUNE 2019 ARCHITECT / ENGINEER SEAL SHEET TITLE FLOOR 2 FRMAI NG PLAN SHEET NUMBER S12 © 2016 Haynes Wilson Lund Architects, Ilc 4X8 DF#2 HEADER, TYP t5412 TYP PER PLAN NOTE 23, TYP ALL INTERIOR FLOOR FRAMING. I I I I I I I I D I 4X8 HEADER, TYP MSTC28 / MSTC28 / / 4X8 HEADER, TYP- MST 2 541 / TYP / MSTC28 / 7 S41 TYP 541 TY JIB / 7" X q I/2" PSL 4X8 HEADER, TYP JI TYP 3 S41 2X6 DF #2 @ 16" O.C. o_ / X JI SIMPSON HUC HANGER, TYP 5IMP50N HUC HANGER --2X6 DF #2 @ 16" O.C. —SIMPSON HUC HANGER GLB 5 1/8" X 10-1/2" r T5TC2 7 S41 TYP C x m I 3-1/2"xq-1/2" PSL MST 8 A 2X6 DF #2 @ 16" O.C. M\ STC28---- —------# — MSTC28 7I Q�- 0 t541 TYP SIMPSON ECCLR/RQ-SD52.5 AT CORNER POST, TYP. 2X6 DF #2 @ 16" O.C. 4XIO DF#I 6 S41 TYP 4XIO DF#I 111q- LL Q 0 i 5 2X6 DF #2 @ 16" O.C. S41 5IMP50N HUC HANGER, TYP AT BEAM TO POST 5INP50N HUC HANGER, TYP 5IMP50N PCZ/EPZ POST CAP, TYP JI " I � I II I 541 1 MSTC28 2X6 DF #2 @ 16" O.C. 2X6 DF #2 @ 16" O.C. GLB 3 I/B X q" LL. 0 XT GLB 5 1/8" X 10 112" s 5INP50N CCTQ-5D52.5 x AT POST, TYP. co m 5IMP50N ECCLR/RQ-5D52.5 AT CORNER POST, TYP. 3RD FLOOR FRANING PLAN PLAN NORTH SCALE: 0 x co T m 7 542 T 0 x co FRAMING CONT. TO 3RD FLOOR PLAN, SEE 5I2 7 542 SIM. 1/411=1 41 — — — — — -- — — — — — I MSTC28 S41 I STORAGE AT HATCHED AREA SHOWN / I / (STORAGE) I MSTC28 I / I 2X6 DF #2 @ 16" 0. . S41 FLOOR FRAMING NOTES: I. ALL DIMENSIONS SHOWN ON THESE STRUCTURAL PLANS ARE FOR GENERAL REFERENCE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER IMMEDIATELY. 2. SEE SHEETS 501 t 502 FOR GENERAL NOTES. 3. BEARING WALLS ARE SHOWN THUS 4. SHEAR WALLS ARE SHOWN THUS 5. SHEAR WALLS ARE MARKED AS " 0" 6. EXTERIOR WALLS TO BE 2X6 DF #2 AT 16" O.C., INTERIOR BEARING WALLS TO BE 2X4 DF #2 AT 12" O.C. 7. SEE SHEARWALL SCHEDULE FOR 3X STUD REQUIREMENTS. 8. TYPICAL EXTERIOR BEARING WALL HEADER TO BE 4X8 DF #I, SEE DETAIL 12/541 ,UNO. 9. TYPICAL INTERIOR BEARING WALL HEADER TO 4X8 DF #I, SEE DETAIL 12/541, UNO. 10. USE MINIMUM OF TWO STUDS UNDER ALL HEADERS, LINO IN STUDWALL FRAMING SCHEDULE. 11. ALL POSTS SHOWN THUS "®" ARE 6X6 DF #I, UNO, 4X6 DF #1 IN 2X4 WALLS. 12. USE 5IMP50N "AC" OR "LCE" CONNECTOR AT BEAM TO POST CONNECTIONS FOR SPANS 0-0" AND GREATER, LINO. 13. ALL SHEAR WALLS SHOWN ON FLOOR PLANS ARE WALLS BELOW THAT FLOOR PLAN. SEE SHEARWALL SCHEDULE IN 3/531. 14. SPLICE DOUBLE TOP PLATES WITH (20) 16d NAILS EACH SIDE OF SPLICE OR WITH 5IMP50N "5T6215" STRAP, (4-0" MINUMUM SPLICE LENGTH, TYPICAL SPLICE MUST BE LOCATED OVER A STUD OR POST). 15. USE MINIMUM OF TWO STUDS AT THE END OF SHEAR WALLS, UNO. 16. NAIL FLOOR SHEATHING TO TOP OF SHEAR WALLS AND ALL BEAMS SHOWN WITH IOd AT 4" O.C. MIN. 17. FOR TYPICAL STUD NOTCHING / CUTTING / BORING, SEE DETAIL 6/531. 18. SOLID VERTICAL GRAIN BLOCKING IS REQUIRED BETWEEN POSTS OR MULTIPLE STUDS AT FLOORS. Iq. NO PLUMBING IS ALLOWED IN ANY SHEARWALL. 20. HOLDOWNS AND HOLDWON STRAPS SHOWN THUS " XXXX " WILL BE INSTALLED AT FLOOR LEVEL ON WHICH THEY ARE SHOWN. SEE DETAIL 11/531. 21. SEE 12/541 FOR TYPICAL WALL HEADER DETAIL. 22. ALL HARDWARE SHALL BE 5IMP50N BRAND OR EQUIVALENT (BASED ON ICC VALUES) AND INSTALLED PER MANUFACTURER SPECIFICATIONS. 23. 3/4" APA RATED FLOOR SHEATHING WITH GYPCRETE PER ARCH (3/4" MAX). ORIENTATE SHEATHING PERPENDICULAR TO JOISTS. 24. 3/4" APA RATED FLOOR SHEATHING FLOOR JDIST SCHEDULE KEY JDIST SPACING JI q 1/2" PRI-20 16" O.C. MAX PER PLAN NOTE 24, TYP ALL LJ EXTERIOR WALKWAY, LANDING, AND DECK FRAMING. / I T---------------- SIMP50N NUC HANGER 2X6 DF #2 @ 16" O.C. 7 S41 TYP J1 °- x m 1 6 S41 TYP MS 28 4XIO DF#I 3-1/2"xq-1/2" PSL 2X6 DF #2 @ 16" O.C. -2X6 DF #2 @ 16" D.C. 4XIO DF#I SIMPSON ECCLR/RQ-SD52.5 AT CORNER POST, TYP. 4X8 HEADER, TYP JI t4114 TYP SIMPSON HUC HANGER, TYP MSTC28- - - - - - - - - - - MSTC28 I U- n v S41 TYP 4X8 DF#2 HEADER, TYP I I la I I J S TYP PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL ® MECHANICAL ® PLUMBING ❑ ELECTRICAL ® ENERGY ® ACCESSIBILITY [:]FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: DATE:07/29/2020 WEST COAS CODE CONSULTANTS, INC. CONSULTANT NAME / CONSULTANT LOGO 1322E NE 20TH ST, SUITE 100 BELLEVUE, WA g8005 425 614-Og4q / INFO@AU-ENG.COM JOB NO: 18456 PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS COMMENT RESPONSE 1 10-25-2019 PERMIT DOCUMENTS 06-14-2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY CHECKED BY DATE KL & MB BA 14 JUNE 2019 ARCHITECT / ENGINEER SEAL 1 U/2b/ 1 v SHEET TITLE FLOOR 3 FRAMING PLAN SHEET NUMBER S13 © 2016 Haynes Wilson Lund Architects, Ilc ECCQ-SD52.5, TYP ECCQ-5D52.5, TYP 16" O.C. —W � PLAN NORTH ROOF FRANING PLAN SCALE: 114"=1'-0" ROOF FRAMING NOTES: I. ALL DIMENSIONS SHOWN ON THESE STRUCTURAL PLANS ARE FOR GENERAL REFERENCE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER IMMEDIATELY. 2. SEE SHEETS 501 t 502 FOR GENERAL NOTES. RF4RIN(: wAi I c, &PF c,wnwW TWI Ic� SEE SHEARWALL SCHEDULE FOR 3X BE 4X8 DF #1, LINO. SEE DETAIL 12/541 IX8 DF #11 LINO. SEE DETAIL 12/541 -RS, UNO IN STUDWALL FRAMING UNO, 4X6 DF #1 IN 2X4 WALLS. AM TO POST CONNECTIONS FOR SPANS E WALLS BELOW THAT FLOOR PLAN. SEE LS EACH SIDE OF SPLICE OR WITH CE LENGTH, TYPICAL SPLICE MUST BE >HEAR WALLS, UNO. LS AND ALL BEAMS SHOWN WITH IOd AT 'ING, SEE DETAIL 6/531. BETWEEN POSTS OR MULTIPLE STUDS EQUIVALENT (BASED ON ICC VALUES) TIONS. �. i,_ .T� R . C.H i,T ECTS LLt. CONSULTANT NAME / CONSULTANT LOGO 13228 NE 20TH ST, SUITE 100 BELLEVUE, WA g8005 425 614-Og4g / INFO@AU-ENG.COM JOB NO: 18456 PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 #2 R, TYP REVISIONS PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL ® MECHANICAL ® PLUMBING ❑ ELECTRICAL ® ENERGY ® ACCESSIBILITY ❑ FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,ORLOCAL REGULATIONS. BY: �71�DATE:07/29/2020 WEST COAS CODE CONSULTANTS, INC. COMMENT RESPONSE 1 10-25-2019 PERMIT DOCUMENTS 06-14-2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY CHECKED BY DATE KL & MB BA 14 JUNE 2019 ARCHITECT / ENGINEER SEAL 1 U/2b/ 1 v SHEET TITLE ROOF FRAMING PLAN SHEET NUMBER S14 © 2016 Haynes Wilson Lund Architects, Ilc CORNER BAR PER CORNER BAR NOTE CORNER BAR PER CORNER BAR NOTE .� .: MINIMUM STRAIGHT DEVELOPMENT LENGTHS (Ld) AT MIN SPACING REQUIREMENTS: MINIMUM STRAIGHT DEVELOPMENT LENGTHS (Ld) AT 6" MIN O.C. SPACING: MINIMUM STRAIGHT DEVELOPMENT LENGTHS (Ldh) AT 6" MIN D.C. SPACING: BAR SIZE f'c = 2500 psi f'c = 4500 psi NOTES: BAR SIZE f'c = 2500 psi f'c = 4500 psi NOTES: BAR SIZE NOTES: ° ° TOP BARS OTHER BARS TOP BARS OTHER BARS 1. "TOP BARS" ARE HORIZONTAL BARS TOP BARS OTHER BARS TOP BARS OTHER BARS 1. "TOP BARS" ARE HORIZONTAL BARS WITH MORE I, IF LIGHTWEIGHT CONCRETE IS USED VALUES II f c = 2500 psi f c = 4 psi #3 20" 15" 15" 12" WITH MORE THAN 12" DEPTH OF #3 12" 12" 12" 1211 THAN 12 DEPTH OF CONCRETE CAST BELOW #3 qll 711 SHALL BE MULTIPLIED BY 1.33 „ „ „ II CONCRETE CAST BELOW THEM OR THE „ „ „ „ THEM OR THE TOP LAYER OF REINFORCING IN A „ II 2. IF EPDXY COATED REINFORCEMENT IS USED EXTEND TYP HORZ REINFORCEMENT EXTEND TYP HORZ REINFORCEMENT II #4 32 24 24 IS #4 14 12 12 12 #4 12 g I , I�, G #5 45" 241I 2411 2611 TOP LAYER OF REINFORCING IN A #5 211I 16" 121I 1211 MEMBER WITH MULTIPLE LAYERS. #5 151' 12'I VALUES ARE MULTIPLIED BY 1.2 TO CENTERLINE OF WALL OR FOOTING TO FAR SIDE OF WALL OR FOOTING AND II 11 3. I F NO.1I BARS OR SMALLER ARE USED W/ A CONC. AND TERMINATE WITH STD HOOK TERMINATE WITH STD HOOK #6 61" 47" g511 35" MEMBER WITH MULTIPLE LAYERS. #6 2g" 22" 21" 17" 2. IF LIGHTWEIGHT CONCRETE IS USED VALUES #6 IS 14 d #7 g6 74 72 55 #7 47 36 35 27 " 11 COVER BELOW 2 1/2 VALUES ARE MULTIPLIED BY L " II " " 2. IF LIGHTWEIGHT CONCRETE IS USED �� " " " SHALL BE MULTIPLIED BY 1.33 " ° #8 117" q0" 8811 6811 VALUES SHALL BE MULTIPLIED BY 1.33 #8 5gll 4511 4411 3411 3. IF EPDXY COATED REINFORCEMENT IS USED #8 2411 IS" 0•7 CASE I CASE 3 #q 132" 102" ggll 7611 3. IF EPDXY COATED REINFORCEMENT IS #q 7311 5611 5411 4211 VALUES ARE MULTIPLIED BY 1.2 IF BOTH EPDXY #q 2811 2111 REINFORCEMENT AT CENTERLINE OF REINFORCEMENT ON BOTH SIDES OF #10 14q" 1151, III" 8611 USED "TOP BARS" VALUES ARE #10 8q'I 6811 6611 5111 REINFORCEMENT IS USED AND CLEAR COVER IS #10 3111 2311 WALL OR FOOTING AT CORNER WALL OR FOOTING AT CORNER #11 1651, 127" 123" q5'I MULTIPLIED BY 1.3 AND "OTHER BARS" #11 1061, 8211 7gll 6111 LESS THAN 3D VALUES ARE MULTIPLIED BY 1.5 #11 3411 2611 CORNER BAR PER CORNER CORNER BAR PER CORNER BAR NOTE VALUES BY 1.5 3. TOP BARS MULTIPLIER FOR USE OF BAR NOTE, ALTERNATE NOOK EPDXY REINFORCMENT NOT TO EXCEED 1.3 ° a d ° ° °10, MINIMUM LAP SPLICE LENGTHS (Lst) AT MIN SPACING REQUIREMENTS: MINIMUM LAP SPLICE LENGTHS (Lst) AT 611 MIN O.C. SPACING: ° BAR SIZE f'c = 2500 psi f'c = 4500 psi NOTES: BAR SIZE f'c = 2500 psi f'c = 4500 psi NOTES: TOP BARS OTHER BARS TOP BARS OTHER BARS 1."TOP BARS" ARE HORIZONTAL BARS TOP BARS OTHER BARS TOP BARS OTHER BARS 1."TOP BARS" ARE HORIZONTAL BARS WITH MORE a EXTEND TYP HORZ REINFORCEMENT „ „ „ 11 WITH MORE THAN 12" DEPTH OF THAN 12 DEPTH OF CONCRETE CAST BELOW EXTEND TYP HORZ #3 25 20 Ig 16 #3 1811 1611 1611 1611 THEM OR THE TOP LAYER OF REINFORCING IN A REINFORCEMENT TO TO FAR SIDE OF WALL OR FOOTING CONSULTANT NAME / CONSULTANT LOGO #4 4111 3211 3111 2411 CONCRETE CAST BELOW THEM OR THE #4 IS" 16" 16" 16" MEMBER WITH MULTIPLE LAYERS. ° ° CENTERLINE OF WALL OR AND TERMINATE WITH STD HOOK #5 5gll 4511 4411 3411 TOP LAYER OF REINFORCING IN A #5 2711 2111 2011 1611 #6 7gII 6111 5gII 4511 MEMBER WITH MULTIPLE LAYERS. #6 3711 2gll 23 11 2111 2. IF LIGHTWEIGHT CONCRETE IS USED VALUES FOOTING AND TERMINATE 2. IF LIGHTWEIGHT CONCRETE IS USED II II 5" " SHALL BE MULTIPLIED BY 1.33 WITH STD HOOK LAP #7 125" g6" g3" 72" #7 61 47 45 35 CASE 2 CASE 4 SPLICE #6 15311 117" 114" 881' VALUES SHALL BE MULTIPLIED BY 1.33 #8 77" 5qI' 57" 44" 3. IF EPDXY COATED REINFORCEMENT IS USED REINFORCEMENT AT CENTERLINE OF REINFORCEMENT ON BOTH SIDES #q 172" 132" 128" gq" 3. IF EPDXY COATED REINFORCEMENT IS #q g411 7311 7011 5411 VALUES ARE MULTIPLIED BY 1.2, IF BOTH EPDXY WALL OR FOOTING AT CORNER OF WALL OR FOOTING AT 'IT" w #10 IC1411 14q" 144" ill" USED "TOP BARS" VALUES ARE #10 1151, Sg" 86" 66'I REINFORCEMENT IS USED AND CLEAR COVER IS a #11 215" 1651, 1601, 123" MULTIPLIED BY 1.3 AND "OTHER BARS" #11 138" 1061, 103" 7q" LESS THAN 3D VALUES ARE MULTIPLIED BY 1.5 CORNER BAR NOTES: c°n VALUES BY 1.5 4. TOP BARS MULTIPLIER FOR USE OF EPDXY 1. FOR CONCRETE, CORNER BAR LENGTHS SHALL BE AT LAP SPLICE LENGTH PER TABLE 1/521 AV E REINFORCMENT NOT TO EXCEED 1.3 2. MIN BAR LENGTH IS I'-611 UNLESS WALL IS RETAINING SOIL THEN MIN IS 3'-6" REINFORCEMENT SPLICE AND DEVELOPMENT SCHEDULE NO PIPES TO BE PLACED THROUGH FOOTINGS rnn-nl PER PLAN TRENCH I_6n 11N. ��I III ------ � a 2T3 __117 11 .- IIIIII� I 1 NO DIGGING FOR PIPE TRENCH I. TRENCH PARALLEL TO III= I I - FOOTING BELOW THIS DEPTH PIPE SLEEVE: I.D. OF SLEEVE SHALL BE 2" (MIN.) LARGER THAN O.D. OF PIPE NOTES: I. SEE NOTES ON FOUNDATION PLAN FOR ADDITIONAL. 2. PIPE AND CONDUIT MUST RUN PERPENDICULAR TNRU WALL. 3. VERTICAL AND HORIZONTAL CLEAR SPACE BETWEEN ADJACENT PIPE SLEEVES SHALL NOT BE LESS THAN THE DIAMETER OF THE LARGER SLEEVE. TYPICAL �75 FOOTING AT PIER OR CON DU I S21 SCALE: N.T.S. PNA DIAMOND DOWELS I/4"x4 I/2"x4 112" @ 24" O.C. MAX. LOCATE WITHIN 1/8" OF SLAB MID -POINT MOVE REBAR AS NEEDED, HOLD 12" MIN FROM PERPENDICULAR JOINTS ° TYP. SLAB ON d GRADE PER PLAN VAPOR BARRIER OVER GRAVEL OVER COMPACTED SUBSOIL PER PLAN, TYP 1/2" PRE -FORMED EXPANSION JOINT MATERIAL REINFORCEMENT PER PLAN d d a CONSTRUCTION JOINT 1/8" PLASTIC "ZIP STRIP" OR SAWCUT t/4 REINFORCEMENT PER PLAN (I" MIN) d d d d TYP. SLAB ON ° a ° d d GRADE PER PLAN__,�E (THICKNESS It') O O O O O O VAPOR BARRIER OVER GRAVEL OVER// COMPACTED SUBSOIL PER PLAN, TYP SHRINKAGE JOINT q lTYPICAL SLAB JOINTS 521 J I MAX 6 I OFFSET �I 4d OR 2 1/2" MIN 45 ^ FOR STIRRUPS I TIES FOR REINFORCING BARS SYMBOL LEGEND: d = BAR DIAMETER D = 6d FOR #3 TNRU #8 D = 8d FOR #q TNRU #11 D = 10d FOR #14 TNRU #18 REABR BENDING SCHEDULE SCALE: N.T.S. NOTES: I. JOINT SPACING TO NOT EXCEED 15FT O.C. EACH WAY 2. JOINTS SHALL BE LOCATED SO AS TO CREATE SQUARE/ RECTANGULAR PATTERNS WITH A WIDTH TO LENGTH RATIO NOT TO EXCEED 1:1.5 5/80 X 2'-611 SMOOTH REBAR TO MATCH SPACING OF SLAB REINFORCEMENT WITH ONE END GREASED OR WRAPPED IN BUILDING PAPER d TYP. SLAB ON GRADE PER PLAN 4" GRAVEL" VAPOR BARRIER 4" FREE DRAINING BACKFILL CONSTRUCTION JOINT II 1/2" PRE -FORMED EXPANSION JOINT MATERIAL REINFORCEMENT PER PLAN w d d SCALE: N.T.S. SCALE: N.T.S. NOTE: FOUNDATION WALL IS NOT SHOWN REINFORCEMENT PER PLAN AND DETAILS � USE THE SAME SIZE AND NUMBER AS THE FOOTING REINFORCEMENT m I I _611 d °d a ° d w ° ° ° d d d N REINFORCEMENT PER PLAN o AND DETAILS d d d ° 1 L- ° d ° ° d I a ° ° USE THE SAME SIZE AND NUMBER AS d ° ° ° d 4,6 ° II_611 THE FOOTING REINFORCEMENT ° ° d ° a ° d �� .� ° a 11 1'-611 I'-0" 1'-0'I TYP FOOTING PER PLAN AND DETAILS �\ \ SLOPE FOR \ NEXT STEP TYPICAL STEPPED FOOTING -POST PER PLAN,CENTER ON PILASTER SIMPSON CBSQ A SCALE: N.T.S. o I ® I L-J I'-0" MIN SECTION A -A SINGLE POST CASE #3 TIES @ 12" O.C. WITH (3) #3 TIES AT TOP @ 2" O.C. # z 4 L @ 8" O.C. EA FACE (4 MIN) s ° SLAB OR PAVING 2" CLR PER ARCH WHERE z ° IT OCCURS d ° d d d d 01� \ i\ 7 ° FOOTING PER PLAN (4) #4 EA. WAY CENTER UNDER PILASTER TYPICAL EXTERIOR POST FOOTING SCALE: 3/4" = II_0" 4 \TYPICAL CORNER BAR DETAILS 521 tee, Nrs. STANDARD WASHER DOUBLE STD OR-\ HEAVY HEX NUT PROVIDE ADEQUATE THREAD EXTENSION FOR ATTACHMENT OF ALL MATERIALS EMBEDMENT LENGTH INTO CONCRETE (3) EXPOSED THREADS, MIN CANDARD WASHER 'D'-\, THREADED ROD. STD OR HEAVY HEX NUT DOUBLE NUT THREADED ROD ANCHOR BOLT CONCRETE WELDED HEADED STUD OF SAME DIA MAY BE USED AS ALTERNATE. BOLT DIAMETER MINIMUM EMBEDMENT NUT IDI ANCHOR BOLTS IN VERTICAL SURFACE ANCHOR BOLTS IN HORIZONTAL SURFACE DIMENSION IWI 1/2" 5" 7" 7/6" 5/811 5" 71' 1 1 /161' 3/4" 5" 71' 1 114" 7/8" 6n g° 1 7/16" I" 711 g° 1 5/511 1 1/81' 8" loll 113/16" NOTE: I. 'ANCHOR BOLT EMBEDMENT IN A VERTICAL SURFACE' ONLY APPLIES TO CONCRETE. EMBEDMENT DISTANCE DOES NOT INCLUDE HEIGHT OF CURBS. 2. PROVIDE 3" OF COVER AT BOTTOM AND SIDES OF ANCHOR BOLT. 8 YPICAL ANCHOR BOLT 511 SCALE: N.T.S. STUD WALL PER PLAN AND SHEARWALL SCHEDULE EDGE NAIL (2) #4 CONTINUOUS AT TOP = z SILL PL ANCHORAGE PER DETAIL q/531 CONT. PT 2x SILL PL OR AS REQ'D IN SHEARWALL SCHEDULE #4 X I'-S" DOWELS @ 16" O.C. DRILL AND EPDXY. 3" INTO STEM WALL SLAB ON GRADE PER PLAN U a ° X a Q Cv #4 HORZ z @ 12" O.C. EQ EQ ' #q J @ 16" O.C. ALTERNATE HOOK IN FOOTING #4 @ 12" O.C., @TOP LAYER REINF. O a - (4) #4 CONT, TYP - 3'-0" FTG, (4) #4 TSB CONTINUOUS FOOTING DRAIN \ EQ 6" EQ m PER PLAN TYPICAL 12EXTERIOR WALL FOUNDATION PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELO . M BUILDING X STRUCTURAL X MECHANICAL X PLUMBING ELECTRICAL X ENERGY X ACCESSIBILITY [-]FIRE PLAN REVIEW ACCEPTANCE OF DOCUMEN S DOES NOT AUTHORIZE CONSTRUCTION T PROCEED IN VIOLATION OF ANY FEDERAL STATE, OR LOCAL REGULATIONS. BY: �6..Tl.� -•-��" DATE:07/29/20 20 WEST COAS CODE CONSULTANTS, 1 521 / SCALE: 3/4" = II_0" 13228 NE 20TH ST, SUITE 100 BELLEVUE, WA g8005 425 614-Og4q / INFO@AU-ENG.COM JOB NO: 18456 PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS COMMENT RESPONSE 1 10-25-2019 PERMIT DOCUMENTS 06-14-2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY CHECKED BY DATE KL & MB BA 14 JUNE 2019 ARCHITECT / ENGINEER SEAL SHEET TITLE TYPICAL CONCRETE DETAILS SHEET NUMBER S21 © 2016 Haynes Wilson Lund Architects, Ilc STUD WALL PER PLAN AND SNEARWALL SCHEDULE SLAB ON GRADE PER PLAN 3/4" 0 ANCHOR BOLT @ 48" O.C. MIN. OR PER SNEARWALL SCHEDULE, TYP. �—CONT. PT 2x SILL PL OR AS REQ'D IN SNEARWALL SCHEDULE #4 BAR @ 48" O.C. d d ° d d ° N-\4 4 < d° I ° cv_ (6) #4 CONTINUOUS --"� PER PLAN CENTER UNDER WALLS FOOTING AT PARTY WALL SCALE: 3/411=11-011 BEARING OR SHEAR WALL PER PLAN SLAB ON GRADE PER PLAN 3/4" 0 ANCHOR BOLT @ 48" O.C. MIN. OR PER SNEARWALL SCHEDULE CONT. PT 2x SILL PL OR AS REQ'D IN SNEARWALL SCHEDULE —#4 BAR @ 48" O.C. d ° d d ° X/jam//�//� I L- ° d //�//N/j (4) #4 CONTINUOUS PER PLAN CENTER UNDER WALL 2 1 TYP INTERIOR STRIP FOOTING 2x12 DF #1 STRINGERS @ 4" O.C., TYPICAL FOR STRINGER HORZ. LENGTH OVER V-0" (MAX HORZ. LENGTH = 13'-0" SIMPSON A35 STRINGER TO PL, TYP 2X TREATED BLOCKING ' EXTERIORH FINIS� / 2X PT PLATE W/ DIA ANCHOR BOLTS @ \� 24" O.C., 6" MIN EMBED. (3) CONT #4 #4 @ 16" O.C. 4NX QQ PER PLAN CENTER ON PT PL NOTE: SEE DETAIL 12/521 FOR ADDITIONAL NOTES NOT CALLED OUT —FV'r WOOD STUD WALL BEYOND 11-011 I I #4 CONTINUOUS I ALTERNATE HOOK IN FOOTING EXTERIOR SLAB PER I 2" CLR ARCH AS IT OCCURS I SLAB ON GRADE PER PLAN :3 ° d d FOOTING PER DETAIL 12/S21 ° d J I z 3 FOOTING AT BASE OF STAIR sn su,Le. vn" .v_o" CONTINUOUS FOOTING DRAINScv I 8" v SEE DETAIL 12/521 FOR BALANCE OF INFO "' 4 sn EDGE OF SLAB @ OPENING SCALE: 3/4n44" CONSULTANT NAME /CONSULTANT LOGO I _ 13228 NE 20TH ST, SUITE 100 BELLEVUE, WA g8005 425 614—Og4g / INFO@AU—ENG.COM JOB NO: 18456 PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS 5 NOT USED NOT USED 7 N 0T U S E D NOT USED 1 COMMENT RESPONSE 1 10-25-2019 S22 SCALE: N.T.S. �522 SCALE: N.T.S. �522 SCALE: N.T.S. �522 SCALE: N.T.S. PERMIT DOCUMENTS 06-14-2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY KL & MB CHECKED BY BA DATE 14 JUNE 2019 PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL ® MECHANICAL ® PLUMBING ELECTRICAL ® ENERGY ® ACCESSIBILITY FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. BY: a,7u.- DATE:07/29/2020 WEST COAS CODE CONSULTANTS, INC. ARCHITECT / ENGINEER SEAL "I U/2b/ "I y SHEET TITLE CONCRETE DETAILS SHEET NUMBER q )NOT USED / 10 \ NOT USED (11 \NOT USED / 12 \ NOT USED S22 sn scnLe: x.rs. sn scams: N.r s. sn N.T.S.cu. u.r. sn SCALE: N.ts. © 2016 Haynes Wilson Lund Architects, Ilc NOTE: SEE SHEARWALL SCHEDULE SHEARWALL FRAMING FOR MINIMUM SIZES OF ALL EDGE NAILING PER SHEARWALL SCHEDULE. FRAMING MEMBERS STAGGER NAILING AT TOP PLATES L I------_1 I — = —�F STUD AT PANEL EDGE. SEESr i ---------71 — PANEL JOINT. EDGE NAIL PER SHEARWALL SCHEDULE AND SHEARWALL EDGE NAILING DETAIL T 71 TT • I I I I I I I I — —— F I I I SHEARWALL SCHEDULE o FOR MIN. SIZE CN PLYWOOD SHEATHING PER SHEARWALL SCHEDULE II F—I II II 11 _ _ _ _ _ _ _ _ II 11 PROVIDE BLOCKING AT ALL EDGE NAILING PER II•1.1 PANEL EDGES PER A A SCHEDULE AND 1 SHEARWALL SCHEDULE, TYP.SNEARWALL 1 1 II 1I TRIMMER STUD SHEARWALL EDGE NAILING I• U_ EDGE NAIL o . COUNTER-SINKI [FOR HEIGHT) I .(FULL PER SHEARWALL SCHEDULE Z I I HOLDOWN BOLTS AND SHEARWALL EDGE I I AS REQUIRED HOEDOWN POST OR I NAILING DETAIL I I HOEDOWN PER PLAN MULTIPLE -STUD POST I I I FIELD NAIL PER SHEARWALL — SEE HOLDOWN DETAIL _ _ _ _ _ _ _ _ _ _ SCHEDULE AT ALL 0 CONN CTION IN 0 NOTE: WHILE ATTACHMENT TO CONCRETE IS SHOWN, DETAIL APPLIES TO CONNECTION WITH WOOD WHEN THE ALTERNATE SILL PLATE CONNECTION (PER SHEARWALL SCHEDULE) AND THE APPROPRIATE HOLDOWN DETAIL ARE USED. @ EA. END OF SHEARWALL I I I I F R E F. NON -JOINT STUDS I WHERE APPLICABLE I I I PANEL JOINT TRIMMER STUD I I I z EDGE NAIL PER SHEARWALL I II II II SCHEDULE AND SHEARWALL II II II EDGE NAILING IN DETAIL 4/531 0 0 A I PANEL JOINT FOUNDATION OR CONCRETE I ° ° I ° ° ° WALL PER PLAN °I ° ° ° ° ° SILL PLATE BOLTING (OR NAILING) " b ° ° NOTE: STAGGER PANEL JOINTS WHERE >°° ° PER SHEARWALL SCHEDULE t SHEARWALL SCHEDULE SPECIFIES s ° ° TYP. SILL PLATE BOLTING ° ° ° ° ° d ° ° ° ° ]�4 PANELS ON EA. SIDE OF WALL IN DETAIL 9/531 SECTION A -A TYPICAL SHEARWALL ASSEMBLY, TYPES 1-111 5 NOT USED 531 i 3" SCALE: N.T.S. D OR NOTCHED PLATE WIDTH, )IDE OF NOTCH. SCHEDULE TYP. ILL PL. fl. SPLICE TYPE I AND TYPE II SHEARWALLS OF WALL TYPICAL SILL PLATE BOLTING SCALE: N.T.S. A A IRE SIMPSON 5T2215 EACH SIDE OF ANY HOLE/NOTCH IN TOP PL SCALE: N.T.S. GENERAL NOTES: I. NOTCHING, CUTTING, OR BORING OTHER THAN SHOWN REQUIRES PRIOR APPROVAL BY THE STRUCTURAL ENGINEER 2. ALL NOTCHES TO BE SEPARATED MIN. 3'-0" CLEAR. d MINIMUM OF TWICE I" MIN I" MIN THE DIAMETER OF 0.4 'd' MAX THE LARGER HOLE SIMPSON 5T2215 EACH SIDE Q o --I OF ANY HOLE/NOTCH IN TOP PL z O x LU Q Oww o W v oz O O�__L Z LL I LLl O I All Z v STRAP MUST EXTEND 4" MIN PAST THE END OF THE HOLE/NOTCH. MINIMUM OF TWICE THE DIAMETER OF MINIMUM OF TWICE THE DIAMETER OF THE LARGER HOLE V/4 MAX THE NEAREST HOLE ELEVATION VIEW VIEW A -A TOP VIEW TYPICAL NOTCHING OR BORING IN :G::::�ALL BEARING SHEARALL STUDS S31 SCALE: N.T.S. SHEATHING AND NAILING PER SHEARWALL SCHEDULE EDGE NAILING AS REQUIRED BY SHEARWALL SCHEDULE -EDGE STUDS PER SHEARWALL SCHEDULE `SHEATHING WHERE REQUIRED PER PLAN AND SHEARWALL SCHEDULE DOUBLE 2x MIN - SINGLE 2x STUD WHERE NO STRAP OR NOLDDOWN OCCURS 16d NAILING TO MATCH SHEARWALL PANEL EDGE NAILING. STAGGER BETWEEN STUDS. EXTEND SHEATHING CONTINUOUSLY AS SHOWN EDGE NAILING AS REQUIRED BY SHEARWALL SCHEDULE STUDS PER SHEARWALL SCHEDULE (DOUBLE 2x MIN) -16d NAILING TO MATCH SHEARWALL PANEL EDGE NAILING. STAGGER BETWEEN STUDS. 16d NAILING TO MATCH SHEARWALL PANEL EDGE NAILING, STAGGERED TYPICAL 10� SNEARWALL INTERSECTIONS 531 SCALE: N.T.S. PANEL NAILING SILL PL TO CONIC SILL PL TO WOOD SHEAR SHEAR - MARK SHEATHING TRANSFER WALL SIZE EDGE NAILING FIELD PL ANCHOR PL NAILING ® NAILING BOLT IS CLIPS TYPE STRUCT II, 10d 6" OC 12" OC 3x or 5/80" @ 45" 2x (2) ROWS i0 A35 CLIPS I D15/32" 1 OS (2) 2x OC 16d @ 6" OC @ 1611 OC II STRUCT II, IOd II 4 OC II 12 OC 3x or II II 5/8� @ 48 2x (2) ROWS i0 A35 CLIPS II D15/32 2 OS STAGGERED (2) 2x OC 16d @ 6" OC @ 1611 OC STRUCT II, 10d 3" OC 12" OC 3x or 5/80" @ 3211 (2) (2) ROWS O A35 CLIPS II D15/32" 3 OS STAGGERED (2) 2x OC 2x 16d @ 4" OC @ 9" OC "ERE I NR. RATED WALLS OCCUR IN ARCHITECTURAL SET USE 15/32' LP FLAMEBLOCK PLUS SHEATHING MIN FRAMING WIDTH BY SHEARWALL TYPE MEMBER TYPE I TYPE II III PANEL EDGE STUDS/BLOCKING 2x 3x HOEDOWN POST (2) 2x 4x DOUBLE TOP PL 1 (2) 2x 1 (2) 2x GENERAL NOTES: 1) SEE SHEARWALL ASSEMBLY DETAIL FOR SHEARWALL TYPES I TO III. 2) SEE EDGE NAILING DETAIL FOR INFORMATION ON EDGE NAILING. 3) FOR TYPE II $ III INTERIOR SNEARWALLS AND WHERE KEYED NOTES SHEARWALL ATTACHES TO WOOD, PROVIDE 3x BLOCKING 0FOR EXTERIOR SNEARWALLS USE 1 3/4" MIN RIM (MIN) BELOW WALL. JOIST. SPACE ROWS 112" APART AND STAGGER. 5) SIMPSON LTP4 MAY BE SUBSTITUTED FOR SIMPSON A35 (Z SPECIAL SHEAR TRANSFER DETAIL IS REQUIRED FOR AS REQUIRED. 6) SILL PLATE ON CONC SHALL BE PT DF #2. OTHERWISE IT THIS WALL TYPE, SEE DETAILS N/A. SHALL BE DF #2. (3 IF USING 4x SILL PLATE, INCREASE LENGTH BY 1" 7) LS -LAG SCREWS ® USE 10d COMMON WIRE NAILS (.1480 X 2 1/2") FOR OS -SHEATHING ON SIDE OF WALL AS SHOWN ON PLANS. ALL STRUCT II SHEATHING. BS - SHEATHING ON BOTH SIDES OF WALL. 50 FOR (2) 2x SILL PLATES, NAIL FIRST PLATE TO 8) ANCHOR BOLTS ARE PER DETAIL 9/S31. BLOCKING AND THEN NAIL SECOND PLATE TO FIRST. ALL WITH INDICATED NAILS. ('_�3 SHEARWALL SCHEDULE 531 SCALE: N.T.S. HOEDOWN SCHEDULE SIMPSON 'SB' ANCHOR BOLT POST @ ENDS SCREWS REQUIRED AT STUDS OR POSTS MIN. BOLT EMBED MIN EDGE DISTANCE HDU5 SB5/8x24 (3) 2X (14) SDS 1140 X 2 1/2" SCREWS 1811 2" HDUII 567/8x24 6x (30) SDS 1140 X 2 112" SCREWS IS" 2" HDU14 SBIx30 4x6 (36) SDS 1140 X 2 1/2" SCREWS 24" 2" NOTE: I. INSTALL HOLDOWNS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS c SHEARWALL PERK PLAN If SCHEDULE TYP. STEM WALL t REINFORMCENT PER DETAIL 12/521 HOLDOWN PER PLAN. SEE HOLDOWN SCHEDULE FOR FASTENING, ANCHOR SIZE EMBEDMENT °• II • I I LU Q CD MIN EDGE DIST. d LU w PER SCND. ° II z n IIpII °A A "' w \ B PER PLAN CENTER ON WALL HOLDDONN SCHEDULE MIN (2) STUDS AT OF SHE SIMPSON HOLD( PER PLAN, IN MFR SPE( PROVIDE 501 BELOW END OF FLOOR SHEATI PER F �S LR ROWS OF EDGE NAILING PER (2) STAGGERED ROWS OF EDGE NAILING PER SHEARWALLEDULE AT HOLDOWN POSTS, SHEARWALL SCHEDULE AT HOLDOWN POSTS. D POSTS, A MIN OF (1) ROW FOR MULTI -STUD POSTS, A MIN OF (I) ROW G PER STUD IS REQUIRED. OF EDGE NAILING PER STUD IS REQUIRED EQ PANEL EDGE. PANEL EDGE. LOCATE @ LOCATE AT EQ C.L. OF STUD OR CL OF STUD EQ BLOCKING OR BLOCKING. PLYWOOD SHEATHING PER SHEARWALL I I• SCHEDULE I I I tj I•• 1 I I• STUD, BLOCKING, OR �—— — — — — PLATE AS OCCURS — —•— .— EDGE NAILING PER STAGGERED EDGE NAILING PER SHEARWALL SCHEDULE SHEARWALL SCHEDULE SHEARWALL TYPE I SHEARWALL TYPE II f III TYPICAL SHEARWALL EDGE NAILING SEE HOLDOWN SCHEDULE FOR STUD REQUIREMENTS PROVIDE TRIMMER STUD AT 'END OF WALL' OR OPENING IN ADDITION TO REQUIRED STUDS. 16d NAILS EA SIDE @ 4" O.C. STAGGERED -HOEDOWN BEYOND SEE HOLDOWN SCHEDULE SECTION C-C FOR STUD REQUIREMENT`_ STUD CONFIGURATION STEPPED FOOTING It REINF. PER DETAIL 7/521 O STEMWALL PERco MAIN DETAIL CC)� SCALE: N.T.S. SIMPSON HOEDOWN PER PLAN W/ ANCHOR PER SCHEDULE SHEARWALL PER PLAN It SCHEDULE d ad d d d d d d O a d a d a d a d d d 4 d a d a a FOOTING $ REINF. <4d PER DETAIL 12/S21 a I'-011 21-011 I'-011 CENTER ON HOLDOWN DETAIL B-B �R WALL JE PER d )R JOISTS PLAN \R WALL )W PER J MINIMUM (2) STUDS AT HOLDOWN STRAP TYPICAL HOEDOWN STRAP AT FLOOR SCALE: N.T.S. MIN. (2) 2x STUD AT EACH HOEDOWN LOCATION STHD HOEDOWN PER] INSTALL PER SPECIFICAT SCALE: N.T.S. ILL SHEATHING T SHOWN FOR ARITY STUDS PER N AND SHEAR .L SCND. SSURE TREATED PLATE WITH NOR BOLTS PER AR WALL SCHED. FOOTING PER PLAN PER SHEAR VVnLL. SCHEDULE (PROVIDE MIN. 3" COVER AT BOTTOM AND SIDES OF BOLT) TYPICAL 12 STRAP HOLDNON CONNECTION 531 SCALE: --- ARCHITECTS LLC CONSULTANT NAME / CONSULTANT LOGO 13228 NE 20TH ST, SUITE 100 BELLEVUE, WA C18005 425 614-0949 / INFO@AU-ENG.COM JOB NO: 18456 PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS 1 COMMENT RESPONSE 1 10-25-2019 PERMIT DOCUMENTS 06-14-2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY CHECKED BY DATE KL & MB BA 14 JUNE 2019 ARCHITECT / ENGINEER SEAL SHEET TITLE TYP, SHEAR WALL FRAMING DETAILS SHEET NUMBER PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL ® MECHANICAL ® PLUMBING ELECTRICAL ® ENERGY N.T.S. ®ACCESSIBILITY FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO S31 PROCEED IN VIOLATION OF ANY FEDERAL, STATE,,, OR LOCAL REGULATIONS, 13Y Al o Yu DATE: 07/29/2020 WEST COACONSULTANTS, INC. 016 Haynes Wilson Lund Architects, IIC ❑A STUD WALL PER PLAN WITH SHEATHING t NAILING PER SHEAR WALL SCHEDULE BOTTOM PLATE NAILING PER SHEAR WALL SCHEDULE (MIN. 16d @ 6" O.C.) SHEAR WALL EDGE NAILING PER SCHEDULE CONT. TIMBERSTRAND LSL RIM BOARD WITH A35 CLIP AT TOP PLATE PER SHEAR WALL SCHED. (48" O.C. MAX.) - SHEAR WALL EDGE NAILING PER SCHEDULE -16d AT EACH BLKG. PANEL DO NOT PLACE GYPCRETE UNDER WALL PLATES, TYP. SHEATHING PER PLAN 10d @ 6" O.C. TO BLOCKING `GYPCRETE / PER PLAN FLOOR JOISTS PER PLAN BLOCKING @ 24IIO.C. IN FIRST TWO BAYS ONLY \-MIN. (2) 16d TOE -NAILS FROM BLKG 70 TOP PLATE HEADER AS OCCURS TYPICAL EXTERIOR HALL N I TH JOISTS PARALLEL STUD WALL PER PLAN WITH SHEATING AND NAILING PER SHEARWALL SCHEDULE 2x PT CONTINUOUS LEDGER. ATTACH TO RIM JOIST WITH (2) ROWS OF 16d NAILS @ 6" O.C. NUT EA. 51DE-\\ OF HOLDOWN, TYP. DECK SHEATHING n Q AND FINISH PER ARCH SCALE: 3/4" = 1'-0" NOTE: SEE DETAIL 1/541 FOR INFORMATION NOT SHOWN DO NOT PLACE GYPCRETE UNDER WALL PLATES, TYP. ADD FULL DEPTH WEB `FILLER @ BLKG FLOOR SHEATHING PER PLAN FLOOR JOISTS PER PLAN DECK JOIST PER PLAN WITH HANGER PER MFR \\:BLOCKING @ 16" O.C. IN 5IMP50N DTT2Z HOLDOWN @ 32" O.C. X FIRST TWO BAYS ONLY W/ (8) 1/4"0 x 1-112" LONG SDS 1/24 A36 THREADED SCREWS, TYP. ROD STUD WALL PER PLAN WITH HEADER WHERE IT OCCURS SHEATING AND NAILING PER SHEARWALL SCHEDULE DECK FRAMING NITH 5"N JOISTS PERPENDICULAR 541 SCALE: 3/4" = V-0" TRUSS OVERFRAMING PER MFR @ 24" O.C. CONTINUOUS ROOF SHEATHING BELOW OVERFRAME ROOF TRUSS PER PLAN -/ 5IMP50N H2.5A TIE AT EA TRUSS, TYP SHEAR WALL EDGE NAILING PER SCHEDULE ROOF SHEATHING EDGE NAILING r10d @ 4" O.C. ROOF SHEATHING PER PLAN ROOF TRUSS PARALLEL TO WALL PER PLAN FULL HEIGHT TRUSS BLOCKING PER MFR WITH SIMPSON A35 CLIP EA SIDE A7 TOP PL PER SHEARWALL SCHEDULE (24" O.C. MAX) WALL PER PLAN WITH SHEATHING AND NAILING PER SHEARWALL SCHEDULE. PERPENDICULAR AND q'� PARALLEL TRUSSES AT PARTYNALL 541 SCALE- 3/4' = I'-0' STUD WALL PER PLAN WITH SHEATHING t NAILING PER SHEAR WALL SCHEDULE BOTTOM PLATE NAILING PER SHEAR WALL SCHEDULE (MIN. 16d @ 6" O.C.) SHEAR WALL EDGE NAILING PER SCHEDULE CONT. TIMBERSTRAND LSL RIM BOARD WITH A35 CLIP AT TOP PLATE PER SHEAR WALL SCHED. (48" O.C. MAX.) SHEAR WALL EDGE NAILING / 'A -FLOOR JOISTS PER PLAN WITH PER SCHEDULE TYPICAL EXTERIOR HALL N I TH JOISTS PERPENDICULAR STUD WALL PER PLAN WITH SHEATING AND NAILING PER SHEARWALL SCHEDULE 2x PT CONTINUOUS LEDGER. ATTACH TO RIM JOIST WITH (2) ROWS OF 16d NAILS @ 6" O.C. NUT EA. SIDE ANL OF HOLDOWN,v TYP. _ \ LU Cl Cl �Q X I WEB STIF. PER MFR. MIN. (2) 16d TOE -NAILS FROM BLKG TO 70P PLATE HEADER AS OCCURS DECK JOIST PER PLAN WITH HANGER PER MFR 5IMP50N DTT2Z HOLDOWN @ 32" O.C. W/ (8) 1/4"0 x 1-1/2" LONG SDS SCREWS, TYP. FULL DEPTH 2x BLKG @ EA. HOLDOWN, FASTEN SHEATHING 70 BLKG W/ 10d NAILS @ 4" O.C. STUD WALL PER PLAN WITH - SHEATING AND NAILING PER SHEARWALL SCHEDULE 16d A7 EACH J01 S7 DO NOT PLACE GYPCRETE UNDER WALL PLATES, TYP. SHEATHING t GYPCRETE PER PLAN SCALE: 3/4" = V-0" NOTE: SEE DETAIL 1/541 FOR INFORMATION NOT SHOWN DO NOT PLACE GYPCRETE UNDER WALL PLATES, TYP. ADD FULL DEPTH WEB FILLER @ BLKG FLOOR SHEATHING PER PLAN \\iFLOOR JOISTS PER PLAN ORIENTATION PER PLAN BLOCKING @ 16" O.C. IN X FIRST TWO BAYS ONLY 1/24 A36 THREADED ROD HEADER WHERE 17 OCCURS DECK FRAMING HITH JOISTS PARALLEL 541 SCALE: 3/4" V-011 NOTE: FOR EXTERIOR NOTE: JOISTS ARE SHOWN PERPENDICULAR TO NOTE: FOR STRINGERS OVER APPLICATIONS, ALL STAIR STRINGERS. WHERE JOISTS ARE PARALLEL 8' LONG, NAIL A 2x6 70 BOTH MEMBERS TO BE TO STRINGERS, OMIT BLOCKING AND HANG JOISTS SIDES OF EVERY STRINGER PRESSURE TREATED FROM BEAM WITH SIMPSON 'HU' HANGER WITH 16d NAILS @ 6" O.C. 2x12 DF #1 STRINGERS @ 16" O.C. TYPICAL MAX HORZ. SPAN = 8'-0" 2x BLOCKING FLOOR DIAPHRAGM EDGE NAILING FLOOR SHEATHING PER PLAN-\ JOIST PER PLAN W/� HANGER PER MFR BEAM OR DOUBLE JOIST PER PLAN BOTTOM PLATE NAILING PER SHEAR WALL SCHED. (MIN. 16d @ 6" O.C.) IDd @ G" O.C. TO BLOCKING FLOOR SHEATHING PER PLAN- (CONT. ACROSS AIR SPACE) FLOOR JOIST—` PER PLAN BLOCKING @ 48" O.C. TYP. EACH SIDE CONT. LSL W/ A35 CLIP AT TOP PLATE PER SHEAR WALL SCHEDULE (48" O.C. MAX.) BEAM PER PLAN A7 SIM. PARTY WALLS PER PLAN W/ SHEATHING It NAILING PER SHEAR WALL SCHEDULE AIR SPACE PER ARCH PARTY WALLS PER PLAN W/ SHEATHING t NAILING PER SHEAR WALL SCHEDULE 16d NAIL AT EACH BLOCKING PANEL SHEAR WALL EDGE NAILING PER SCHEDULE DO NOT PLACE GYPCRETE UNDER WALL PLATES, TYP. LSL BLKG. BETWEEN JOISTS W/ A35 CLIP A7 TOP PLATE PER SHEAR WALL SCHEDULE (46" O.C. MAX.) SHEAR WALL EDGE NAILING PER SCHEDULE TYP PARTY WALL WITH JOISTS :3::::),PERPENDICUALR AND PARALLEL 541 i (2) ROWS 10d NAILS @ 6" O.C. FLOOR SHEATHING PER PLAN -WEB STIFFENER WHERE REQ'D PER MFR, TYP. SCALE: 3/4" = V-0" (2) ROWS IOd NAILS @ 6" O.C. FLOOR SHEATHING PER PLAN \-BEAM PER PLAN FLOOR JOIST PERJ BLOCKING @ 48" VFLOOR J0I57 PER PLAN PLAN WITH HANGER D.C. IN FIRST BAY WITH HANGER PER MANUFACTURER. PER MANUFACTURER. BEAM PER PLAN CASE A CASE B JOISTS PERPENDICULAR TO BEAM JOISTS PERPENDICULAR AND PARALLEL TO BEAM (2) ROWS 10d NAILS @ 6" O.C.-\ /-FLOOR SHEATHING PER PLAN JOISTS PER PLAN BEAM PER PLAN) �BLOCKING @ 48" O.C. IN FIRST BAY ON EA SIDE OF BEAM CASE C JOISTS PARALLEL TO BEAM JOISTS AT BEAM FLOOR DIAPHRAGM EDGE NAILING FLOOR SHEATHING PER PLAN-\ SCALE: I" = 1'-0" 2x12 DF #1 STRINGERS NOTE: FOR STRINGERS OVER @ 16" O.C. TYPICAL 8' LONG, NAIL A 2x6 70 BOTH MAX HORZ. SPAN = 8'-0" SIDES OF EVERY STRINGER WITH Ibd NAILS @ 6 O.C. �2x BLOCKING JOIST PER PLAN W/� \ J """"_E,E7 , ` "'" J `"" HANGER PER MFR c� PARALLEL TO STRINGERS, OM17 \ C�� BLOCKING AND HANG JOISTS BEAM PER PLAN FROM BEAM WITH SIMPSON 'HU' HANGER SIMPSON '7HA213' HANGER OPTION TWO NOTE: FOR EXTERIOR x APPLICATIONS, ALL \6-- PRESSUREFLOOR DIAPHRAGM EDGE NAILING MEMBERS 70 BE TREATED FLOOR SHEATHING PER PLAN 2x12 DF #1 STRINGERS @ 16" O.C. TYPICAL MAX HORZ. SPAN = 8'-0" �2x BLOCKING SIMPSON 'U' HANGER 2x CONT LEDGER. ATTACH WITH 16d NAILS @ 6" O.C. STAGGERED 10\TYP STAIR STRINGER CONNECTION 541 SCALE N.T S. JOIST PER PLAN W/� HANGER PER MFR BEAM PER PLAN SIMPSON 'U' HANGER OPTION ONE II TYP S 541 TAIR STRINGER CONNECTION SCALE: N.T.S. STUD WALL PER PLAN - W/ SHEATHING It NAILING PER SHEAR WALL SCHEDULE (AS APPLIES) FLOOR SHEATHING PER PLAN WEB STIFFENER WHERE REQ'D PER MFR FLOOR JOISTS PER PLAN. - (RUN JOISTS CONTINUOUSLY OR LAP 6" PER MANUFACTURER) WHERE SHOWN ON PLANS, JOISTS MUST RUN CONTINUOUSLY (2) 2x TOP PLATES — STUD WALL PER PLAN - W/ SHEATHING t NAILING PER SHEAR WALL SCHEDULE (AS APPLIES) IOd @ 6" O.C. DO NOT PLACE GYPCRETE UNDER WALL PLATES, TYP. LSL BLOCKING W/ A35 CLIP AT TOP PLATE PER SHEAR WALL SCHEDULE (48" O.C. MAX.) FLOOR JOISTS OVER INTERIOR BEARING WALL SCALE: 3/4" V-0" ROOF SHEATHING TRUSS OVERFRAMING PER MFR EDGE NAILING @ 24" O.C. 10d @ 4" O.C. ROOF SHEATHING CONTINUOUS ROOF SHEATHING PER PLAN BELOW OVERFRAME 1. z "I II A - II II II II ROOF TRUSS PARALLEL TO WALL PER PLAN ROOF TRUSS PER PLAN 5IMP50N H2.5A TIE AT FULL HEIGHT TRUSS BLOCKING PER MFR W17N EA TRUSS, TYP 5IMP50N A35 CLIP EA SIDE AT TOP PL SHEAR WALL EDGE NAILING PER SHEARWALL SCHEDULE PER SCHEDULE (24" O.C. MAX) CONTINUOUS 2 TOP PL H CONSULTANT NAME / CONSULTANT LOGO in 13228 NE 20TH ST, SUITE 100 BELLEVUE, WA g8005 425 614-Og4g / INFO@AU-ENG.COM JOB NO: 18456 PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS x PARTY WALL PER PLAN WIT TO SPAN ACROSS SHEATHING AND NAILING BOTH PARTY WALLS W/ PER SHEARWALL SCHEDULE. 16d TOE NAILS @ 6" O.C. TO EA. TOP PLATE PERPENDICULAR AND 8 PARALLEL TRUSSES AT PARTYNALL 1 COMMENT RESPONSE 10-25-2019 541 SCALE: 3/4" = V-0" PERMIT DOCUMENTS 06-14-2019 SIMP50N A35 TOP AND BOTTOM WHEN MULTIPLE KING STUDS ARE REQUIRED. (4) 16d NAILS MIN INTO HEADER KING POST. AT OPENINGS 6' AND WIDER, A MIN OF (2) ARE REQUIRED. AT SHEARWALLS, REFER 70 SHEARWALL SCHEDULE AND DETAILS FOR SIZE AND NUMBER REQUIRED. CONT DOUBLE TOP PLATE SIMPSON PC CAP 'MIN OF (2) 2x JAMB POSTS UNO ON PLAN (3) 2x BUILT-UP POST (OR EQUIVALENT SOLID POST) ORIENTATED AS SHOWN OR ROTATED g0°. UNO ON PLAN. USE 16d NAILS @ 16" O.0 AS SHOWN TO ASSEMBLE BUILT-UP POST. 12 TYPICAL HEADER DETA BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY KL & MB -HEADER PER PLAN CHECKED BY BA DATE 14 JUNE 2019 0 0 0 0 0 0 ARCHITECT / ENGINEER SEAL SHEET TITLE FRAMING DETAILS SHEET NUMBER PLAN REVIEW ACCEF TANCE FOR COMPLIANCE WITH THE AF PLICABLE L CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRI JCTURAL WfI�Rl(7�d SCALE: L ®ENE GY G ® ACCESSIBILITY FIRE S41 PLAN REVIEW ACCEPTANCE OF OCUMENTS PROCEED IN VIOLATION OF ANY FEDERAL, © 2016 Haynes Wilson Lund Architects, IIC STATE, OR LOCAL REGULATIONS. BY: f a 7G - � DATE: 07/29/2020 WEST COAS CODE CONSULTANTS, INC. ROOF DIAPHRAGM ROOF SHEATHING PER PLAN EDGE NAILING FULL -HT 2X BLOCKING W/ A35 CLIP AT TOP PLATE PER SHEAR WALL SCHEDULE MAX 24" O.C. SPACING PROVIDE (2) 2" DIA VENT HOLES PER BLOCK MAX, SEE ARCH SHEAR WALL EDGE NAILING PER SCHEDULE PER ARCH (2'-0" MAX) HEADER AS OCCURS ROOF TRUSS PER PLAN SIMPSON H2.5A TIE A7 EA TRUSS STUD WALL PER PLAN W/ SHEATHING AND NAILING PER SHEAR WALL SCHEDULE TYP ROOF TRUSS PERP TO WALL SCALE: 3/4" = V-0" ROOF SHEATHING PER PLAN ROOF DIAPHRAGM EDGE NAILING FULL -HT 2X BLOCKING, INSTALL A35 CLIP IN EVERY OTHER BAY PROVIDE (2) 2" DIA VENT HOLES PER BLOCK MAX, SEE ARCH SHEAR WALL EDGE PER ARCH NAILING PER SCHEDULE (2'-0" MAX) ROOF SHEATHING EDGE NAIL (3) I6d END NAIL AT EA FLAT 2x6 2x4 BLOCKING @ 4'-0" O.C. IN FIRST TWO BAYS. ATTACH WITH SIMPSON 2x4 FLAT BLOCKING F24 HANGERS ON EA END. 1'4' MAX ROOF SHEATHING PER PLAN FASCIA -7 000 3oe FLAT 2x6 @ 16" O.C. ROOF TRUSS ROOF TRUSS PER PLAN GABLE TRUSS. ATTACH WITH SIMPSON PER PLAN A35 CLIPS @ TOP PLATE PER SNEARWALL SCHEDULE. 17 MIN. 24" O.C. \\--SIMPSON H2.5A TIE A7 2x4 DIAGONAL BRACE @ 4'-0" O.C. EA TRUSS SNEARWALL EDGE WITH SIMPSON A34 CLIP AT EA END NAIL PER SCHEDULE BEAM PER PLAN STUD WALL PER PLAN IN WITH SHEATHING AND NAILING PER SNEARWALL SCHEDULE HEADER WHEREIT OCCURS 2 \ TYP ROOF TRUSS AT BEAN Paz SCALE: 3/4• . r_o" MIN. (2) I6d TOE -NAILS FROM JS7 TO TOP PLATE WEB STIFFENER AT BEARING PER MRF SIMPSON LSTAI2 STRAP @ EVERY OTHER EDGE NAIL SHEATHING PPER AN EDGE NAILNG DIAPHRAGM JOIST (MAX SPACING = 48" O.C.), GCONT. LEDGER W/ (3) CENTER OVER BEAM t WRAP DOWN FACE 2x 2x NAILS @ ESTUD CONT. LSL OF BEAM t INSTALL PER MFR SIMPSON H8 TIE—\__,'��_ RIM JST REQUIREMENTS @ EVERY OTHER JS7 SIMPSON LU ROOF DIAPHRAGM (MAX SPACING = 48" O.C.), HANGER EDGE NAILING INSTALL PER MFR I6d NAILS @ BLOCKING AT BEARING REQUIREMENTS 6" O.C. TO BLKG DECK FRAMING7 STUD WALL PER PLAN PER PLAN W/ SHEATHING AND SIMPSON LU NAILING PER SHEAR BEAM PER PLAN HANGER WALL SCHEDULE RAFTER PER PLAN ALIGN RAFTER t RAFTER PER PLAN PER ARCH STUDS SIMPSON HI CLIP SIMPSON H2.5A CLIP (2'-0" MAX) @ EA. RAFTER @ EA. RAFTERJ STUD WALL PER PLAN W/ SHEATHING AND BEAM PER PLAN NAILING PER SHEAR WALL SCHEDULE 5- 542 RAFTER TO BEAM CONT. 2x BLKG SIMPSON A35 CLIPS EA. SIDE OF TRUSS BLOCKING TO TRUSS ,TYP. ROOF SHEATHING PER PLAN TRUSS PER PLAN) TRUSS BOTTOM CHORD TO TOP PLATE W/ SIMPSON A34 CLIP, TYP. EA. SIDE @ EA. TRUSS SIMP50N H2.5A @ EA. TRUSS SHEATHING PER- SHEARWALL SCHEDULE SCALE: 3/4" = V-0" RAILING BY OTHERS CONT (2) 2x TOP PL EXTEND TRUSS END VERT. MEMBER FOR RAILING CONT. 44 BLKG @ RAILING CONN. ° 7.0. DECK h PER ARCH TRUSS BLOCKING PER MFR, TYP. SIMPSON A35 CLIP FROM TRUSS BLKG TO WALL TOP PLATES @ 16" O.C. MIN. OR PER SNEARWALL SCHEDULE TYP. (2) 2x TOP PLATE STUD WALL PER PLAN q )TERRACE TRUSS TO STUD WALL 59] SCALE- 3/4'=I'-0' 6 542 RAFTER TO WALLS ALIGN BLKG W/ STUDS t STRAP SIMPSON LSTAI2 @ EA. — ROW OF BLKG CENTER OVER EA. TRUSS, TYP. SHEATHING TO BLKG W/ 10d NAILS @ 6" O.C. ROOF SHEATHING PER PLAN io 542 ROOF DIAPHRAGM EDGE NAILING FULL -HT 2X BLOCKING W/ A35 CLIP AT TOP PLATE PER SHEAR WALL SCHEDULE PARALLEL 3TRUSSES AT SHEAR WALL s/s stile. vP . v_o" PROVIDE (2) 2" DIA SIMPSON LSTAIS STRAP @ EVERY OTHER VENT HOLES PER BLOCK JOIST (MAX SPACING = 48" O.C.), MAX, SEE ARCH CENTER OVER BEAM t INSTALL PER MFR REQUIREMENTS SHEAR WALL EDGE SHEATHING PER NAILING PER SCHEDULE PLAN PER ARCH (2'-0" MAX) RAFTER PER PLAN, ALIGN W/ FLOOR JOIST SCALE: 3/4" = V-011 IOd NAILS RAILING BY OTHERS @ 6" O.C., TYP. CON- (2) 2x 70P PL CONT. 4x6 BLKG @ RAILING CONN. STUD TO BLKG W/ 5IMP50N H6, - MIN. (5) 10d NAILS TO BLKG, xf TYP. @ EA. STUD \' T.D. DECK PER ARCH `\_IOd NAILS @ 6" O.C. 7 2x6 BLOCKING TRUSS PER PLAN) SHEATHING PER SNEARWALL SCHEDULE 2x4 BLKG @ 16" O.C. IN FIRST (2) BAYS, ATTACH W/ SIMPSON F24 HANGERS EA. END STUD WALL PER PLAN CONTINUOUS 2x6 LEDGER. ATTACH TO EA STUD WITH (2) I6d NAILS AND 70 BLOCKING WITH I6d NAILS @ 6" O.C. TERRACE TRUSS @ SIDE NALL SIMPSON LU HANGERTER SHEATHING PER PLAN JOISTS/BEAM PER PLAN SIMPSON HU HANGER WHERE BEAM OCCURS, SIMP50N LU HANGER WHERE JOISTS OCCUR BEAM PER PLAN RAFTERS TO BEAM TRUSS OVERFRAMIN( PER PLAI CONT. 2x8 PL W/ I I6d NAILS 70 EA. TRL SCALE: 3/4" = V-011 nnnr 11 IrATI li.li- nrn ni AEI A34 @ EA. OVERFRAMING TRUSS ILS @ 6" O.C. :OOF SHEATHING PER PLAN NWI I NJSS PER PLAN RAMING @ ROOF VALLEY ROOF DIAPHRAGM EDGE NAILING ROOF DIAPHRAGM EDGE NAILING ROOF SHEATHING PER PLAN FULL DEPTH BLOCKING AT BEARING SINP50N H2.5AJ TIE qqAT SREA I6d T0E NAILS @ 6" O.C.VRAFTERS BEAM PER PLAN PER PLAN I6d TOE -NAILS @ 6" Q.C. MAX BEAM PER PLAN 4 \ TYP ROOF RAFTERS 512 SCALE: N15. 2x PT CONTINUOUS LEDGER. ATTACH 70 EA TRUSS WITH (2) I6d NAILS ROOF SHEATHING SIMPSON LU HANGER PER PLAN TRUSS BLOCKING PER MFR WITH SIMPSON A35 CLIP EA SIDE A7 TOP PL PER SNEARWALL SCHEDULE (48" O.C. MAX) SIMPSON H2.5A CLIP @ EA. RAFTER ROOF SHEATHING PER PLAN �1 �. i,- .T� y�111111�. R. CH: T EC T S' L L C CONSULTANT NAME / CONSULTANT LOGO 13228 NE 20TH ST, SUITE 100 BELLEVUE, WA g8005 425 614-Og4g / INFO@AU-ENG.COM JOB NO: 18456 PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way ROOF TRUSS:7 PER ARCH Edmonds, WA. 98026 PER PLAN (2'-0" MAX) SIMPSON N2.5A TIE SHEAR WALL REVISIONS AT EA TRUSS, TYP X, EDGE NAILING BEAM PER PLAN PER SCHEDULE 8 542 RAFTER SEE DETAIL 4/542 FOR BALANCE OF INFO GLB PER PLAN x POST PER PLAN a 0 `N TYP. (2) 2x TOP PL� TYP. WALL -,t""I STUDS A STO TRUSSES 1 COMMENT RESPONSE 1 10-25-2019 SCALE: 3/4" = V-0" PERMIT DOCUMENTS 06-14-2019 A SIMPSON A35 CLIP FROMJ POST TO TOP PLATE, TYP. EA. INTERFACE 12 POST EXTENSION @ RO BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY KL & MB CHECKED BY BA DATE 14 JUNE 2019 ARCHITECT / ENGINEER SEAL .JII IPSON C520 STRAP W/ MIN. (12) IOd NAILS INTO M 0. A I -0 TOP PL EA. SIDE OF �\P R O POST, BEND AROUND CORNER SECTION A -A PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL ® MECHANICAL ® PLUMBING ❑ ELECTRICAL ®ENERGY ® ACCESSIBILITY [_FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,ORLOCAL REGULATIONS. BY: ��T�.� DATE:07/29/2020 WEST COAS CODE CONSULTANTS, INC. 1 U/2b/ 1 v SHEET TITLE FRAMING DETAILS SCALE: 3/414-0" SCALE: N.T.S. S42 SCALE: 3/411=1141 © 2016 Haynes Wilson Lund Architects, Ilc WATER PROOF MEMBRANE PER ARCH LAP f FASTEN W/ (5) 16d NAILS, TYP.� (3) 16d NAILS TO EA. STUD RAFTERS PER PLAN—\ STUD TO BLKG W/ SIMPSON H8, MIN. (5) 10d NAILS TO BLKG, TYP. @ EA. STUD 5 543 FULL HEIGHT WALL STUDS PER PLAN SOIL PER ARCH 4'-411 1-1/8" APA RATED SHEATHING SHEATHING TO BLKG W/ 10d NAILS @ 6" O.C. ALIGN BLKG W/ STUDS t STRAP 12 521 �l SECTION AT PLANTER 2X6 DF#2 @ 16" O.C. 15/32" APA RATED SHEATHING X SIMPSON LSTA12 @ -' ROW OF BLKG CEN OVER EA. TRUSS, .x. 2X4 DF#2 STUDS @ 16" O.C. 3/8" DIA X 7-1/2" LONG LAG SCREW @ 24" O.C. FINISH TERRACE PER ARCH 2x8 DF#2 (FLAT) x 12" LC 13-1/2" O.C., FASTEN TO E 2) 16d NAILS @ 6" O.C. BEAM R FLOOR TRUSSES PER PLAN MAX 6"0 VENT HOLES IN SHEATHING PER ARCH IN BAY OF TRUSSES SHOWN, MAX (1) HOLE IN EA. BAY OG BLKG 2x4 BLKG @ 16" O.C. IN FIRST (2) BAYS, ATTACH W/ SIMPSON F24 HANGERS EA. END FINISH FLOOR I PER ARCH SCALE: 1/2" = 11-011 6 \SECTION AT PARTY WALL 543 % SCALE: 1/2" = II-011 3 543 NOTUSED NOT USED SCALE: N.T.S. SCALE: N.T.S. 4 543 8 543 NOT USED NOT USED SCALE: N.T.S. SCALE: N.T.S. PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. ® BUILDING ® STRUCTURAL ® MECHANICAL ® PLUMBING ELECTRICAL ® ENERGY ® ACCESSIBILITY FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE,ORLOCAL REGULATIONS. BY: ��+7G-DATE:07/29/2020 WEST COAST CODE CONSULTANTS, INC. CONSULTANT NAME / CONSULTANT LOGO 13228 NE 20TH ST, SUITE 100 BELLEVUE/ WA 98005 425 614-0949 / INFO@AU-ENG.COM JOB NO: 18456 PROJECT TITLE / PROJECT ADDRESS New Construction for EDMONDS CROSSING APARTMENTS 23830 Edmonds Way Edmonds, WA. 98026 REVISIONS COMMENT RESPONSE 1 10-25-2019 PERMIT DOCUMENTS 06-14-2019 BID DOCUMENTS CONSTRUCTION DOCUMENTS PROJECT NUMBER DRAWN BY CHECKED BY DATE KL & MB BA 14 JUNE 2019 ARCHITECT / ENGINEER SEAL "I U/2b/ "I y SHEET TITLE FRAMING DETAILS SHEET NUMBER q ),NOT USED / 10 1 NOT USED (11 \NOT USED / 12 \ NOT USED S43 593 SCALE- NTS. \ 543 SCALE: N.T.S. \ 543 SCALE: NT.S. 513 SCALE NT.S. 9 2016 Haynes Wilson Lund Architects, Ilc